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HomeMy WebLinkAbout025-210-0200 I .4- 25-721=20_- Mathews Ready Mix, Inc. ------ U'se_"�e"r_rmmt-i to allow temporary asphalt End of paved rd.,app-�4 mi.N.of Oro- P� batch plant & stg of inflammables Gridley Hwy,lst rd E.of Feather River > Permit #6577-78B,E(new: cement s o for batch plaqt-) 25-21-20 201-90B, E,`.: MATHEWS READY MIX CONTR: Dale Hutchins Dr. (COMM -STORAGE 25-21-20 632-91B,E MATHEWS READY MIX 915 Hutchins Dr, Gridley Cont: Dale Green r (metal storage bldg/comm) L.- 225-21-2 Permit#1740-91JK'1j,E,M (remodelhandicappedrestrM) 0� 025-21-0-020 92-0035 MATHEWS READY MIX, MATHEWS OWNER 915 HUTCHINS DR, GRIDLEY GREASE TRAP/COMM T MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift , 6th Lift �4 FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls ,Ceilings y in COMMERCIAL 92=0035 025-21-0-02-0 ". X MATH,EWS'-READY P14 Y.'.�r •, ; CONTR: DOWNER .:' 915 HUTCHINS DR, GRiDLEY GREASE,, TRAP/COMM { _ y. , q3 -A 3 U WA 6t—r 9Z JOB FINALED (Date) 42 3 �� Signature ,ii��`✓ /1, i CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. 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 -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date , Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Hand icap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date ELECTRICAL (Permit) OK except #'s 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 23. Single Phase -Three Phase -Equip. Bond 70. Handicap -Door Levers -Fin. Floor 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets at Wood Panel; Int. & Ext. 25. Romex Installed Close to Edge of Studs & C.J. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fastners-Bond Gas &Water 73. Plb., Elec. & Mech. Equip. Listed for Location 27. Wiring -900 -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 0 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. k.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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) .1 w _, _ .-,Y:., `.;.,.�t _'�.�:.,-r»-=-�::vy�'@��=.-r`.�="s .o�}Ti'cs,N,e;'?'•�.,, : �$.•,w .e*d�» r��.. � w COUNTY OF BUTTE BUILDING DIVISION :DEPARTMENT OF DEVELOPMENT SERVICES' 1469 Humboldt Road, Chico, CA - (916)'891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE '01"ER ,�y� ,,� Z rQ _ O PERMIT NO. _ AT=rtirmumppeectiio}niindicates that the following violations of Butte County Ordinances exist at ` the above .address •and should be corrected. Please notify this office when correction of work iscon.p7eted.Ifyou have any questions pertaining to this matter, or need additional explanation, please conpactlhis office immediately. 7- VIA REV 10092 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916-'538-7541 APPLICATION AND PERMIT PERMIT NO. 92-0035 ; ASSESSOR PARCEL NUMBER 25-21-20 ZONING U BUILDING PERMIT .1 OWNER N TELEPHONE 846-5643 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING DORESS PO Boxley 48 CONTRACTOR'SNA E 4WO.-ar— 5AA4.6 TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 2U.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 915 Hutchins Dr, Gridley Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Comm Shop SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities M Installation❑ Other ❑ Describe work: Grease Trap _ re e trap 7.00 Permit Fee $ 37.00 Contractor ELECTRICAL PERMIT Filing Fee 1 15.00 CONTRACTORS LICENSE LAW IMner penalty of perjury (Check One): am licensed under provisions of Chapt. 9, Div. 3 of the Business nd Professions Code and my license is in full force and effect.SINGLE License No. Classification I, as the owner, or my employees With wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 0V OR LESS 2000A OR LESS 18.50 Main service 200A TO 1000AI 37.50 OCCUP.&\ 3.64 sq.f[. NEW CONST. DWELLING OR ADONS. ACC. SLOGS. // NEW CONSTULTI.OUTLET NO N.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS OUTLET CIR. Ex. Occup( 20 76 OUTLETS OR FIXTURES FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.I EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree t ve, indemnify a ee harmless the County of Butte against all liabili s, dgment s, costs d penses which may in any way accrue against i o u t granting of this permit. XAA Date " J - 2 Signature of Applicant — OwnerX Contractor E] Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTALPEE $ 57.00 2 FEES IMP F D CDF PAR PD HD ISS Thi er i is he by is96&AJnder the applicable pr vi - Si s f Butt C y Code and/or resolutions to do w rk in i ated b ve f r which fees have been aid./ R T F PUBLIC WORKS L//Q DaeZ�� B PER PR Date Receipt No103709 WHITE-D.P.W., YELLOW-ASSt9SOR, PINK -INSPECTOR, GOLDENROD -APPLICANT N /. , k... 1. �� , In • � ` ,`' } j "�.!- n i _VC OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION . ; f v� 3 7 COUNTY CENTER DRIVE - OROVILLEV.. CALIFORNIA 95965 - TELEPHONE: 916/538-7541 ._� ' PERM IT,,APPLICATIDNDATA SHEET Permit No. OWNER A. P. No. 25_7 —OZ -0 Proposed Building User��� SES fi�A� C Building Inspector Date At time of permit application, I was/advised the following data must be submitted prior to permit processing and/or issuance: /! DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Com Iete engineered plans and calcs, with wet signature on plans . . d� azardous Material Form .......................................... e- 6. Energy Design Compliance and supporting documentation ... :..... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... . 10. Fees of $ 1/1. Chico Urban Area fees paid ....................................... 2. Park fees paid .................................................... 1 School District fees paid .............. 4.�anita�tionproval from j2�OJLl� Health Department'2 </9 �, Go plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required ... e e dnseec. request to (Date) I ication) .. _ 4FWner-Builder tificate of Workmans Compensation insurance ..... :............ wVerification (Given to owner ❑, Mail to owner ❑) ..... Z 24. Recorded copy of Agricultural Acknowledgment Statement ......... 210 er of signature author i at' ... - 19 27. �� } When you issue the permit, process as follows: Mail to owner. Mail to contractor. _ �"" Telephone5j(oZ/Ad hold for pickup at OAD office. Deliver w/inspector. Other rA. A p p I i c a n Date Copy of Haz-Mat form sent XHealth Dept. Fire Dept. Air Pollution Date Copy of plans sentHealth Dept. Fire Dept. _Other Date By The following data must be sub tted ri o i issuanc ire e. It m of c ec bove). 1. Index permit for above items o. t 2. Additional items required: Contr�tor, designer, o*rll�rwas advised of above required data bykphgne_mail_counter by Contr, designer, owner, was advised of above required data by_phone_mail_counler by Plans checked 3 Sets of plans on hold in Copy—DPW Date Pyans approved by File cabinet " AP folder TDate ,l .....,,.NOTE:—All Materials Materials & Workmanship Shall Be in This set of plans and•speafications:.:Accordance`with Recognized.Good Practices and kept on the job at all times ®nd ,it i lawful to a quality prescribed for: the Specified use in the make any changes or alterations same without rm Building, Plumbing.& Mechanical Codes and Written permission from the De meint:of Public tt►e' onal Electrical Code. Works, County of Butte.. �1 f 8 setback of 8A. from the propert3' lines and a setback of 50 ft;. from the road centerline shall be Clear of structures or equipment ezaept for a a fl, eave ovevhan& 4 I Z � STATE 0• r7.07±aG ,0 R ' SZa:c U. � 92-0035 `Zb BUILDING DVA APPR ) VED toil ? 31/ q 2021 P/9 GpR' 20.46 t AC C/00r PROJE(717, LOCATION` i' 1 �.OJAC _ �r'-vi, -` 3 rii t38 IiEfi•? t�itic:nB:Tteitv�i►t Ii,,ii';� �, s r� t-- : TMS bins r^rJ 'i:►Fii ^►� rns:n ".'3:5'3q ,it. v ;k;13nvA -jr1l si oat tr'J:Z),J 'v4tr 102 ' -UP a #23 ix"a n3bo.51.*insra9%l 1 ._n,4, ori:- .:hf:::,l:u TiA01-J'tU 41 et" :ikS .?ttC�.uJi i�3C1'' 11 w�i to 13? alti; I �: wtl�si►�c� i ai brts aomit fit, :,. d0i a;ll fit) lcto$ SUOI fild CT. 6", ro lti.+ll�u}�ii:/11�� iti i '� J VIP, "11:R(!'! 'jildwi to to-DITIMqS0 ell moil .0vurl 1^ y4nuOD , ts49911y $aryl 10 weli od W-04 .Igrk= JmJ51q2t m ::G +37rJSt;11`: c� " � tri`..' !'+: {'n�'"=• .�I'� Y ��'4Ilue •r � .x s - 0 4- " O S� v i a � 2- O - 0 -0 a o s L Cl c a �• 57—O O O L Cl A IN _LE 24' 0 ACCESS LID(1 REO'. EA. COMPARTMENT) ISS tyd. �v N W EXCAVATION' SPECIFCAT)ONS BUT T°" 0°e;Q" 1,300 GAL. 1110TH LENGTH DEPTH INE T OUTLET 6• t1•-6" . g,_G* 63. ,50 i DIMENSION SPECIFCATIONS C APACIT Y A. 1 8 C 0 E F p H i , 1,666 GAL. 4 6h 3'1• 126" 3B` S'4" 68" 60' TANK NOTES A 1. Structural Calculations avail- 3 OUt TLET_ able upon request. ACCESS LID 2. `ieterial specifications: A. Concrete, Portland Cement C-1 Type II, Minimum compress- ive strength 3000 PSI at 28 days. BUTYL ROPE B. Reinforcing bar intermediate q MASTIC grade ASTM A615. 3. Precast unit coated inside vith 1' Hunts Process Black No. 120, ASTM C-309, Type IV -ASTM it D -41 -PHA requirements. 4. A11 dimensions + or -, not to OPTIONAL SIDE p -I be used for construction pur- INLET a OUTLET' poses unless certified. 5. Precast unit to be placed on MAX. natural soil or approved compacted till. LIQUID -0_UTLpET LEVEL 2 "A VENT 6. Standard ground eater seal-' butyl rope mastic or cement L 0 N GITUDINAL.SEC7J0N-Ay A_ -_f DESIGNED BY: FOR: P8 L CONC. PRODUCTS CS 1900 ROOSEVELT AVE. Nk- %-4-�-� ESCALON CA. 95320 44 --------- mortar. 7. All systrms to be installed 1 in accordance with the Manuel i of Septic System Practice and I� the Uniform Plumbing Code. J O3 COMPARTMENT SANG 8-GRE'AS1=—TRAP—"1;500''GAL DATE' 5:15, E SCALE: 1/T DRAWN: DL JOG OGG SHEET 4 of DATE COU of TO Building Department ��o 2 4 X992 FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plant Approved for: Sewage Disposal Water Supply zz) Holdtfinal for: <6 Water Supply Final clearance O.K..for: Water Supply Ci�e�ara ce or oom o h Other L% -IAA 114 AA NOTE * * * \_ Date concre.+e S�ab cje0M, CIcOhinJ e+f,Co1 Oirecifo►, o{• f io W .< _ .._..< .._ _ <._..._._<------j I Fuel C-chta,n rnent P-qi•L Butte County PropoSc� GrcaSeTrgp Environmental_ Health Date Si Mat re 9 ap e K S4erciGe ISS - i. _ � t Pr©Ject Lccaila_m Sco�c �" = yO M01bcws Rcao� M%�c Gr t� ic oz5— Flo 'o zO-.000 'IIS / vfc-� I'ns ,Drive GrldI, CQ1;1'. F -I , `0 O R end Y 11 i X Fence �ir,e PI,, Ili scG1CS I e51 L p o }� � �e L 5 Oon �m V71ga : Prop c <+ 7 Line NOTE—All Materials & Workmanship Shall Be In -Wis" set of plans and'soecificat' n VOSTte.Accordance-with Recognized Good Practices and 'n the job at -all times an a s 'Pro �ept 0 tho' 61ity scribed for the Specified use in the ,make any changes- or alteration' ame i Codes 1% s Uhif Uilding, Plumbing & MechanW Vnd -written permission from the Do ent.of NblicN t Electrical. Code. .he Works, County of Butte. 0 A SOON* of 5 ft.'&OM the property lines and a setback of 50 ft. from the road centerline shall be clear Of structures or equipment STATE ` `�•• ••�••--•- --- for a 2 R. save 0V0vb026• 17 07tA 94 .5 C BUTTE WJM gUILDfNG DEPARTMEN APPROVED' 20.461 AC jov)f PROJECT/ LOCATION �j �. OJA C 853 op"e000 �J`'/°.�^ 9 00e Oft - V - \ (16 X3 i2 0a o6de q f 67i:� .: ry ,5 ;.iR.; Pill ni '.'U iii �:+:�f tom. 3f;!',t3� �)f, "i..^�I(7 Y' '+i . • it ►5aB t"MIJ 11,. t.. QC., : rif .G tfiraz rn anG?•St: I! . in t^�,Il,lb �.,f DAV(n NdU9 toC.A.! trm, s1C;�; ;;r+r _; is tai =cod .0 8 b J!McfJal A i)$tf: C t 112'.`.'x3 r+► �u ire 10 U913 Od 11 t 0 4 p: \ lcQch lint \ 0 O Fence jIhe Cc, ncre.+e S106 P�qh� loop \ S+eam C Icay,'I D �\ \ \ 0 i'reciior. of f Io w - Y . � r r. mCY►l P�qi� : Fuel CQntai, ROF050c ureaseTr a� e h. S4drejc'e BICIS - R? Jec^ ZocQ�r"ate s�o(� "=yo' M Qi b C LA -)-S C)Lkx G r L0l �O of /Q. P. BUTTS OOUNTV I S� i v f c� i ns ,D r i v e Grid ! c� Gq I')�. BUILDINGS DWAMMT APPROVED 1)0fc.: O./la Prop cT I Line A _JMMLET' { 24" 0 ACCESS LID( I R EWO EA. COMPARTMENT) - is" "s l typ. i PLAN VIEW EXCAVATION SPECIFCAnONS 90rTOWO 1,500 6AL. WIDTH LENGTH DEPTH INET _ OUT LET 6'- 6" 1 L-6, 8'- 6' 53' SO i DIMENSION SPECIFCATIONS C APACIT Y A. 1 8 • C 0 '. E F p H i 1,$00 GAL. 4 5h 33"1126'13 -Q 38 I S'4" 1 68"1 60" 1 TANK A+ 7o ---T L ACCESS LID r- C^ BUTYL HOPE z / MASTIC 1't OPTIONAL SIDE D- I INLET 8 OUTLET' MAX, • L10U10 �� O `U� TIETr LEVEL �VEOIT 1•/OTES 1. Struct6ral.Calculations avail- able upon request. 2. Material specifications: A. Concrete, Portland Cement Type II, Minimum compress- ive at 3000 PSI at 28 days. B. Reinforcing bar intermediate grade ASTH A615. 3. Precast unit coated inside with Hunts Process Black No: 120, ASTM C-309, Type IV -ASTM D -41 -PHA requirements. 4. A11 dimensions + or -, not to be used for construction pur- poses unless certified. 5. Precast unit to be placed on natural soil or approved compacted- fill. 6. Standard ground vatec seal - butyl rope mastic or cement mortar. 7. All systrms to be installed in accordance with the Manuel of Septic System Practice and the Uniform Plumbing Coda. LO�DINAL—SECTION -ASA I I � FOR: PS L CONC. PRODUCTS 1900 ROOSEVELT AVE. '� ESCALON CA. 95320 I � DATE.' 5:15387 i SCALE: i72=7-'5 ' DRAWN, D L S J08 oeG 1•/OTES 1. Struct6ral.Calculations avail- able upon request. 2. Material specifications: A. Concrete, Portland Cement Type II, Minimum compress- ive at 3000 PSI at 28 days. B. Reinforcing bar intermediate grade ASTH A615. 3. Precast unit coated inside with Hunts Process Black No: 120, ASTM C-309, Type IV -ASTM D -41 -PHA requirements. 4. A11 dimensions + or -, not to be used for construction pur- poses unless certified. 5. Precast unit to be placed on natural soil or approved compacted- fill. 6. Standard ground vatec seal - butyl rope mastic or cement mortar. 7. All systrms to be installed in accordance with the Manuel of Septic System Practice and the Uniform Plumbing Coda. LO�DINAL—SECTION -ASA OESI9ME0 8Y: C a G ! �0--•so-an FOR: PS L CONC. PRODUCTS 1900 ROOSEVELT AVE. '� ESCALON CA. 95320 3_COMPARTMENT-SAS 8�'GRE�ASE TRAP —`I;SO Gq�L. DATE.' 5:15387 i SCALE: i72=7-'5 ' DRAWN, D L S J08 oeG SHEET 4 of 3 REYlSED GATE ----- ---- - - - - BIdLDINQ OEPARTM@fQi' `APPROVED ��,EfiS� '�`�j4P ---- 'TT/Zl(c� Cl�+/i�/�1 -V#zwtvTAg1tTj1 PbX LVErk T ZE 1200 �,� ��,�l��fows lser� ��-c._ PGC, C'�9-�cou/rN/ c6 titR7h`�s a VARCO-PR.UOFN FRAME DESIGN - INPUT CONDITIONS JOB: 46021 A A U`IITED DOMINION COMPANY PAGE: a � l J0, 46021 A DATE: 1- 2-92 BUILDER. MODERN BUILDING COMPANY PROFIT CE14TER: CALIFORNIA "q CUSTOMER: DML CONSTRUCTION J05 SITE CITY OROVILLE, CALIFOR.414 C(�A)1E CUILDING DESCRIPTION: ITEM FEET E INCHES DEC. FT. DEC. IN. METERS SPAN' = 301- 0 0/16 30.0000 360.0000 9.144 BACK SIDEWALL HEIGHT = 101- 0 0/16 10.000) 120.0000 3.048 FRONT SIDEWALL HEIGHT = 10'- 0 0/16 10.0000 12C.0000 3.048 BUILDING LENGTH = 50'= 0 0/16 50.0000 600.0000 15.240 ' . RID,_ FRO'! BACK 2LOS L'4= 15'- 0 0/16 15.0000 180.0000 4.572 ELEVATION OF FRONT COL.= 01- 0 0/16 0.0000 0.0000 0.000 BACK RUCF PITCH = 1.0030 : 12 FRONT ROOF PITCH = 1.0000 : 12 "-""LUA�ING: ADO'L DEAD = 0:00 PSF ('TOTAL"'DEAD ZOAD"= AOD'L DEAD 2"PSF (PURL'INS'S SHEETING) * FRAM�11_IGHT = "2.63 PSR).. . j LIVE = 20.00 PSF HIND = 13.06 PSF BLDG CODE = 86MBMA :; :::^::•:::::'.:'. ;;;:: ;...'..:: THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: STRESS .i) LOAD CODES <------------------------------------------ DESCRIPTION------------------------------------------->FACT'ORS l •''' . 1,35, C. 0, 0 DEAL LOAD + LIVE LOAD W/TRIB RED+ + + 1.00 1,7C,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(I)_+ EP 'SUCTION - -- -" +" - + - 1.33" - 7 1,74,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(II)+ EP SUCTION + + 1.33 1 BAY SPACINGS FOLLOW: (BACK SIDEWALL LEFT TO RIGHT) 2 SAYS AT 25' 0 0/16" BETWEEN FRAME LN. 1 AND FRAME LNl. 3 BUILDING LENGTH IS 50' 0 0/16" 1 ) PURLI14 ANU GIRT DATA FOLLOWS: BACK, SIDEWALL GIRT DATA' - DIMENSION FROM BLDG.' -LN. TO 'OUTSIDE COLUMN FAKE IS 0' 8 1/-2^ j MAXIMUM GIRT SPACING IS 6• . 9 3/ 4" 7 BACK SIDEWALL GIRT SPACINGS ( BASE TO EAVE ) C 7' 2 1/ 4", 20 .9 3/ 4", FRONT SIDEWALL GIRT DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE'COLUMN FACE IS 0' 8' 1/ '211• MAXIMUM GIRT SPACING IS 6' 9 3/ 4" FRONT 'SIDEWALL'-GIRT-SPACINGS-(-BASE-TO-EAVE-)------�---- "'"'`'• 'J C 71 2 1/ 4",' 2' 9 3/ 4", {LACK SLOPE PURLIN DATA - DIMENSION FROM BLDG, LN. TO EAVE PURLIN IS 0' 3 3/ 8" DIMENSION FROM EAVE PURLIN'TO FIRST INTERIOR. PURLIN IS 4' 1 1/ 4- "SECOND.PURLIN: SECOND-PURLIN'SPACE IS 41' 1 1/ 4" 1 PURLIN SPACES AT 5' 0 0/16" _ RIDGE SPACE IS 1' 6-0/16^ -- - _ --- - -- - --------. --....--- FRONT SLOPE PUP,LIN: DATA - DIMENSION FROM BLDG. LN. TO EVE PURLIN IS 0' 3 3/ 8" - DIMENSION FROM-EAVE PURLIN -T0.FIRST'*INTERIOR"PURLIN IS* -4' 1 1/ 4.--.-' _ 1 SECOND PURLIN SPACE IS 4' 1 1/ 4" 1 PURLIN SPACES AT 5' '0 '0/16" - RIDGE SPACE IS 1'-"6- 0/16"' ' STRUCTURAL CALCULATIONS FOR P&L CONCRETE PRODUCTS PRECAST CONCRETE TANKS MARCH 3, 1988 � I MA)""EVIS REVY-tllt JAN 22190-2 I ' 4k IMW90 OF A0 'Structural &,Volume Calculations Page 1 Septic Tanks for P & L Concrete March 3, 1988 SCOPE OF THESE CALCULATIONS .1. Check for adequacy under expected loads. Assume : Live Load over 2' cover = 300psf and Lateral Load = Fluid Pressure of Water. 2. Check for adequacy of volume to meet 1200, 1500 & 1900 gallon capacity requirements. 3. Check for an allowable soil bearing pressure of.1000 1000 psf. . 0 � a 2 PEG C'onc�e �� I.... Ton • A �l ss f'ar ° e 727o/-/ 000 loci miry , 3. wor6r S?"On00 90/%19 1-921?le - "/P"dli�o�on� .. 4 . L cid = 2 'Soi/ t fnn� foto f 501</�►•eJ = 3 oohs/' = (30 87 5>''� �, _ 23;93 8 (/2 )IB� ; 0505 RPQ/ -G' Conc. i3eon-7 So/ut�o� I�. 21A c r I 2.381 SO SHEETS S SQUARE �0 42-382 100 SHEETS SSOUARE �2-38. 200 SHEETS 3 SQUARE -. 1 $ a�Vl ` •1 Q C v �O �• N,virl .0... u NIL _ �O AN 3 r w I - a -] n b c O 0 0 a � \a O- N L ^-ft \7 v ilk IN w i AN 3 r w I - a -] n b c O 0 0 a � \a O- N L ^-ft \7 v C_ � £ L ronc�e/e S� is Tore s S-/2.87 �✓G a/ rap o f Bax AV P6o f tor» _: .. Pel /�forrr�ofion roViC'/� bi ��Cor�c'/�i� Pr�vcts L/�vfy/ sEa/ant SPP/i��� . t/s� •G .4 5P s i' . ... : I 4. yYt• o!' TQ�,� =(iSoP�fX J - 14 drool /0s _ ._ _... b. -Wf. o f vr�✓ -_ ��?000 90/s XB.. 3¢ /1��= /G, X80 � /bs.. • _.. ...... 3/,544 !bs • A/Eb mf bAse .- t . 1 3 ! 1 a /t. - - ........ . i ril 4/6 C & O ENGINE 31N0 . ��p�bR�YdrbC�MiR Wi1W •V DATE 512'67 PRECAST: CONC::tTANKS ....-. T ._WITH. . �t;INCtiP4AP6,..To....B.E..CIMM I .40....AsTM .�t s....._ .............. o y�i2 , Boo(oUjrl.Ej'S_�.. 11.1 w GRos6 -S�T1oO (Top # emf. TYP.) opNl.��S: IaoT SNo\YI•� . 1t 3sE. 10'&_ Tyf. spin*S pe lallae, TYP. 42 OW 4AL TAMA :� � 45G$4cwYYP�1,50o�I�T.u7 L�eL•T K nP. PIJF S.1 ol l_ TOP VIS -%V ?4 coi.►r.. . '7YP. P � � Conc�efe Se f�c Tan/� s 7. Vo /ume C^,o m ou f'o fi 00's A,.. l 2Gb 6c7//o17 T0r7K -cps. 6'- /7- 87 ou-Mef . Flowbne 1VhfV i r ro/ i �• 1500 C-,o�/on T4n•l� e 23 5-%2- 87 7, of 000 000 J Z a 2 PEL ConC�ef C. f40o CQl/on Tank a .. J- Sen�ic %on 5-/2- J�t o8G R_✓G A 9/6 Z BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved, without this completed form.) BUILDING PERMIT NUMBER/ 0— �d �6S APN���� %� Firm Name Address Nature of Business Contact Person IG1 #1�ws 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO V YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or 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. �han d s Is" i de, but are not limited to, hazardous chemicals, hazardous waste, oil , lu fuels Iammables, combustibles, corrosives, gases, and any material which er o e 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 standard temperature 4, pressure), or formulation containing hazardous material? ❑ NO R9 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 s hool site? NO ❑ YES IF YES, name of school. within 1000 feet or the outer boundry of a school or 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? IV NO ❑ YES IF YES, contact the Butte County Air Pollution Co trot District (916-891-2882) for permit requirements. Owner or Authorized Company Representativ rr /G,Z !Sig rule/ !Date BCEHD BCAPCD ® The applicant has met ori 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. El® Th A ove Reg ations Do Not Apply To This Facility. I BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. U "•�7�,ydr�q.+a,^i^i.,r�,,'�x'W.�r>�iy�F;�'r„.v.—,.- .r. K_,r �'" �i _T -7 �.����T�` 3+'�1'i�"°•'��`4��t��''`^'•;�'t'���ry�• Y^�f '� :.ry ,y,;i+/Fry i BUTTE COUNTY ENVIRONMENTAL- HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE ) -- (A Building Permit cannot be approved without this completed form.) t•, BUILDING PERMIT NUMBER 7 �� Of%�.5 APN 3— 2/ j O ` Firm Name /N -ews rat /m "Y. ZY1/ Address / /6 0- /..� UK 4v lk,•(mdr(t un Nature of Business X61 hn ix ` d ACrd-e - y Contact Person Phone # S •3-T„ i_SQ61f*-043 — 1. Does your,.business or.that of your tennants handle, store, or transport hazardous materials? ❑ NO YES ! NOTE: Hazardous materials are defined as'any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potentia hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazard steals" i c ude, but are not limited to, hazardous chemicals, hazardous waste, pain oil , Iubrican fuels lammables, combustibles, corrosives, gases, and any material which a han er o e 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 yggjfuture tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard tempe'ratu;re 4 pressure), or formulation containing hazardous material? ❑ N O 21 YES,, A 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 ❑ 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? X NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representativ �6 (Sig tLre) /Date BCEHD BCAPCD The applicant has met ori 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. 0 The Above Reg ations Do Not Apply To This Facility. l BCEHD Signature Date BCAPCD Signature (/ Date WHITE - Building Dept 0 YELLOW - Env. Health 0 PINK - APCD ; 0 GOLDENROD - Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER �- /�!i �S APN 1 O Firm Name XII Address /4� U- 0 -'y -:"e1 y, 0 2Sfye (ll�et/1'�IP• v,}d�� n►! Nature of Business %►'1\ A OL+c e- e. Contact Person c t tit G P / �' Phone # 5 3 J`�U D �I� •SG`�� d 1. Does your business or that of your"tennants handle, store, or transport hazardous materials? El NO V YES NOTE: Hazardous materials are defined as any material that, because of its quantity concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safetyror to the evironment if released into the the workplace or the environment. "Hazardo-us MaiexJals" inc�ude, but are not limited tc, hazardous chemicals, hazardous waste, pain oil lubrican . ,fuels lammables, combustibles, corrosives, gases, and any material which �_.- �' a handler o��the administering agency has a reasonab3e basis for believing to be injurious to the health and safety of persons or harmful to the environment if released: f• r 2. Do you or will you;:rjuWre tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? - ❑ NO 8 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 ❑ 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? / NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Z. Owner or Authorized Company Re resentativ P Y P _ (Sig turel } (Dare �BCEHD BCAPCD The applicant has met ori meeting the applicable requirements of Section 25505, 25533, and 25534 of•°the Health and Safetp Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 They Above Regy ations Do Not Apply To This Facility. err BCEHD Signature ; Date /—/-(- 7 2 BCAPCD Signature Date WHITE -Building Dept ❑ YELLOW- Env. Health ❑ PINK - APGD ❑ GOLDENROD- Fire Dept. M at r BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) } BUILDING PERMIT NUMBER 190 ?15 � APN Firm Name xa 4-eki-S ­-T-ii Address 0 - /3 u _ )X (7 y- /, 5�t/? 0411illp.I Nature of Business -_i Contact Person ( 1IA i Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO 1' YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or 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"'—fuels incl,ude, but are not limited to, hazardous chemicals, hazardous waste, paint ,oil , lubrican , fuelslammables, combustibles, corrosives, gases, and any material which a handler or -the adminis'te ng 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 standard temperature 4 pressure), or formulation containing hazardous material? ❑ NO IN YES s • 6GY3 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 ❑ 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? ` X NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative` 1114 /a - (Sig turel (Dare BCEHD BCAPCD The applicant has met ori 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. El1:1 The Above Regu atiioons Do Not Apply To This Facility. BCEHD Signature `- Date �v BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health ❑ PINK -AP --D ❑ GOLDENROD- Fire Dept. F . COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed propertMimvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address Phone Contractors License No. City 4. )1 plan to provide portions of this work, but I have hired the following person to coordinate, superv' e, and provide the major work: Name Address IVCity Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Sign NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916.538-7541 PERMIT NO. APPLICATION AND PERMIT 92-0035 ASSESSOR PARCEL NUMBER ZONING 20 R -BUILDING PERMIT - - TELEPHONE 'S 846-56 43 S0. FT. OCC. BUILDING VALUATION OWNERLING MAIDDRESS -. PO Box 348 CONTRACTOR'S NA E TELEPHONE owner CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee LENDER'S MAILING ADDRESS ,$ 15.00 ARCHITECT OR ENGINEER Permit Fee $ LICENSE No. Plan Checking Fee Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS Penalty $ 915 Hutchins Dr Gridle Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 LOT NO. LOT NO. SUBDIVI or heat pump water heater 20.00 PARCEL MAP ]:SU:BD:1VI=NAMESolar Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SF ❑ Duplex❑ Mobilehome❑ Other Co n Shop Building sewer 15.00 15.00 SPECIFY TYPE OF WORK Mobile Home S G W @ 15.00 New ❑ Addition ❑ Remodel ❑ Utilities Installation[] Other ❑ 7.00 Permit Fee Describe work: Grease Trap $ 37.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 I CONTRACTORS LICENSE LAW I Main service 20CATO 1000AI 37.50 I declare under penalty of perjury (check one): NST. DWELLING OCCUPM o C SLOGS. // 3.60 sq.tt. I am licensed under provisions of Chapt. 9, Div. 3 of the BU$Ine$$ and Professions Code NEW CON5TR NO N.R ESLD BRANCH CIRC ITShow, JRLT, nn POWER and my license is in full force and effect. License No. APPARATUS o-9 ( SINGLE OUTLET CIR. Classification ❑ I, Ex. OCCUp(OUTLETS OR FIXTURES 20 76' as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is Ex. Occup. F, ED As L SID IREA.� I 3.00 not intended or offered for sale. (Sec. 7044) Temporary service 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Mobile Home Facilities 15.00 1 am exempt under Sec. , Business and Professions Code Misc. Wiring 15.00 for this reason Permit Fee $ WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): The MECHANICAL PERMIT Filing Fee permit is for $100.00 (valuation) or less. 15.00 1 have placed on file with the County of Butte Building Department Heating a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any Cooling manner so as to become subjectEto the W. C. laws of California. 650 Notice to Applicant: If after making this statement, should you become subjectto the W. C. provisions of the Labor Code, you must forthwith comply with suchprovisions or this permit shall be deemed revoked. $ I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws to building Mobile Home Installation Fee g relating construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned Energy Inspection Fee $ property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against bilities, judgments, OCC CONST TYPE TOTAL FEE�770a11 costs, and expenses which may in any way accrue a9 said County in consequence of the granting of this HAz 0FEES IMP FLOOD CDF PD HD ISSUE permit. Date �' -9� Signature of Applicant — Owner �• This permit is hereby issued under the applicable provi it'I Contractor ❑ Agent ❑ ' OSHA permit sions of the Butte County Code and/or resolutions to do i- is required for excavations over 5'0" deep and demolition or construct- ion of structures -- 3 stories in height. Work indicated above for which fees have been paid. Receipt No 103709 DIRECTOR OF PUBLIC WORKS By Date WHITE-O.P.W„ YELLOW-AgsC330R PINK-IN9PCCT OR, GOLDENROD -APPLICANT PERMIT EXPIRES Date MA THEWS READ YM/X, /NC, GRIDLEY - OROVILLE ROAD POST OFFICE BOX 386 GRIDLEY, CALIFORNIA 95948 (916) 846-5643/695-2117 u o�' SuCF-re January 7, 1992 CdBuuD�NG Butte County Building Department County Center Drive Oroville, CA 95965 R90 0" This letter is to verify that Mike Gravison, a representative of Mathews Readymix, Inc. has the authority to proceed with the necessary requirements of acquiring a building permit .for a.grease entrapment project. at Mathews Readymix, Inc.'s Gridley plantsite. Thank you. i Mathews Readymix, Inc. Gordon Mathews President GM/lss /hrK� �/t�t/lSo,v 7,?— D ro J* MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th• Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy. Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings COMMERCIAL ' .-- 25-21-20 632-91B,E MATHEWS READY MIX 915 Hutchins Dr, Gridley Cont: Dale Green (metal storage bldg/comm) JOB FINALE Signature t CERTIFICAI i Signature, 1 V=OK O=Not OK = Not Applicable = Not Ready COMMERCIAL Date UNOE LOOK Plans OK except #'s Zo ' g -Setbacks -Easements -Flood -Slope -Soil Report Ftg., Main; Soils-Ufer Ground.-Ftg. Depth old Downs -Bolts -Straps -Embedment -Hair Pins oncrete-PSI-Cert-SP. insp.-Loc. 5. Stem ails, Main; Steel-Blockouts-Wrapped einf. Steel -Grade -Placement ab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/ -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 - 7- -11 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 V,-118. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 0. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date • Card B-11-toDate 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.f.5 cs7gol 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 & Bearina-SUDDort Fix. (NOTE: An entry must be made each Date FRAMING (Continued) ` 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 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 Ext. Steps -Door & � delight Protection -Landings 64 xit�-Size-Numb r_PI. cement dents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection __--66-SprMiers-Placement-Test X62-Saspended Ceiling-Seismic-Wires-Elec-Light & Mach. r 68. Elec. Trim & Subpanel; Breaker Sizes & Labels R9 Stairs & Rails Handicap -Door Levers -Fin. Floor _P-0-ec. Outlets at Wood Panel; Int. & Ext. 7�2 -tUx ktp-Vents-Clearance-Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection Plb., Elec. & Mach. Equip. Listed for Location anon -Foam -Looked in Attic ❑ Yes _ 7s Guard sails & Deck Construction -Post Caps 76 Fdn u nts & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes n -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Pibg.-Appliance-Fireplace. -Clearance to Openings 80. ater Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground �$2- rsito- Park ing-Hand icap 8 rotection 84 -Corrections from Previous Inspections a 85. Gas Test -Meters Tagged; Gas -Electric __15 -I -Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates oofirig Certificate -Fire Rating Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy ime you visit the job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 632-91 for the following: Use Classification. Repair Garage Addressor LocatAn 915 Hutchins Dr., Gridley, CA 9594$ Group B-1 occupancy; Type VN construction. It is hereby certified for the occupancy described above and may be occupied. Date 6/17/91 Director of Public Works by oAQ�� - POST IN A CONSPICUO 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. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovilie, California 95965 - Telephone: 916/538-7541 all APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 25-21-20 ZONING U BUILDING PERMIT OWNER Mathews-ReadMix TELEPHONE 846-5643 S0. FT. OCC. BUILDING VALUATION 3600@$18 64,800 OWNE 'S MAILING ADDRESS P.O. Box 386 Gridley 95948 CONTRACTOR'S NAME WCIVDez Dale L. Green Inc. TELEPHONE 671-1680 CONTRACTOR'S MAILING ADDRESS P.O. Box 375 Yuba City 95992 Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is 64,800 FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fze $ 328.00 ARCY.ITFCT OR L:J ;I;JEEP, None LICENSE NO. Plan Checking Fee .4W �o Energy ecg Ener Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9 5 Hutchins Dr. Gridley338.00 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 05qie Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome❑ Other storage s(omm) Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK Neve] Addition ❑ Remodel ❑ Uti lities ❑ Installation[] Other ❑ Describe work: _60 x_60 metal storage _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 - Main service BOOV OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and ProfessionsCode Band my license is in full force and effect. 7 License No. J ' �5 J' Classification. 3 I ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) E]I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.B OR ADDNS. ( ACC. BLDGS. , /20sgft NEW CONSTR. ULTI.OUTLET •RESID BRANCH CIRC ITS 2,50 ea _NON POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2 000 .-LO30 FIXED APPLNS. Ex. OCCUp. OUTLETS IRESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. l� I have placed on file with the County of Butte Building Department L� a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating r` Cooling f Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, c ts, and expenses which may in any way accrue against id County i cons uence of the granting of this permit. X Date 3— (0 9t Signature of Applicant — Owner ❑ Contractor �J Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ cc -� c Tv TOTAL. EE 363.90 HAz. can PARK SCHL C PA t� PD H I sue This permit is hereby issued under signs of the Butte County. Code and/or work indicated above for which DIRECTOR OF PUBLIC By PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS nate3-111-2/ Receipt No. 83711—$363.00 WHITE-D.P.W., YELLOW-ASSCSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Vk �'-r- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLImn0lif DATA'SHEET Permit No. OWNER ,,/' /eaw .G/t A. P. No. �2$ _2 -30 Proposed Building Use azdGmzm 0pu__6; Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED r 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans4 .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ............. ........... ?JY 14=V/ S 3. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .. 9,—!/ — 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. eSiXZF"v School District fees paid .............. Z— — 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approvaltf om City of .0��( ee City for other re Irements ��,�� I 17 tanning approval f r (A) Us --k�_ (B) Parking:_?!2�1&....... Z _y —� z✓S 18. Improvements may be ed. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 2= `f 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 125 Let of signature authorization ... ........................ . 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. ' Telephone46711— 46 0i and hold for pickup at 19go office, Deliver w/inspector. Other_ Applicant Date _ - 2- 9G Copy of plans sent Health Dept., Fire Dept., Other Date 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, designe ow er was advised of above required data by_phoneai counter by-I)PYdate �✓�! q0 Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in . File cabinet AP folder Date 3 MULTIPLE FAMILY AND COMMERCIAL PLAN. CHECKING GUIDE 5/89 (� Bldg. Permit ��63z-�� OWNER /Oxf7t/ 115 �E�� / I 'i /f I k A.P. # Z- - 2/-- 20 A. GENERAL Zoning equirements (sideyards, parking, special conditions, Planning approval). nation. BLDG �L�NS i nature by R.C. Architect or Building Designer. . Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. ,S. Complete plot plan with dimensions, easements, other buildings, and other per- tinent data. 6. See previous permits and plans in file for expired permits, change of use, violations, etc.1 lood hazard. �f //w•�����J������ B. OCCUPANCY. REQUIREMENTS V 1. Building use FE1DK/Z 2. Occupancy Class " / Type of Construction, VAJ 3. Building floor area -3600 sq. ft. Occupant Load 4. Total allowable floor arezr--- _ sq. ft. Basic allowable floor area —7C—)6Z15 sq. ft. Basis for increase 6Compliance with occupancy group requirements (Chapters 6-12). Occupancy separations (Sec. 503). ,,,7: Area separations (Sec.,505). Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). _-10: Attic separations (Sec. 3205). Ventilation and special hazards requirements (Chapter 6-12). /12,- Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). ,-14-.— Mechanical code requirement (Grease hood w/fire sprinkler system - Chap. 20). Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). /2: Parapet walls (Sec. 1709). — 3. Toilet room floors and walls (Sec. 510). -,,4' Physically handicapped (per State Law). iY. Guardrails (Sec. 1711). -,6: Detailed types of construction requirements (Chapters 17-22). Proper roof pitch for roof covering (Chapter 32). G8'-.' Attic access and ventilation (Sec: 3205). _,-9= Roof drainage (Sec. 3207). BYO: Skylights (Chapters 34 & 52). `1 Stages and platforms (Chapter 39). ,lam Interior wall and ceiling finish (Chapter 42). Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) Wall and ceiling coverings (Chapter 47). �l Glass and glazing (Chapter 54). Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND.000UPANT LOADS Human Impact (Sec. 5406). General Exit Requirements (Sec. 3301 & 02) (Post occ. load, etc.). Number of exits, width and locations (Sec, 3303). Doors (Sec. 3304). i4'. Corridors and exterior exit balconies (Sec. 3305). /5:' Stairways, rise and run, width, winders, and construction (Sec. 3306). ,_-6. Horizontal exit (Sec. 3308). ,7! Exit and smokeproof enclosures (Sec. 3309). . Exit signs and illumination (Sec. 3313 & 14). / . Aisles and seating (Sec, 3315 & 16). ;_1e Exits for occupancy groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS, DESIGN, QUALITY, MATERIALS, AND DETAILED REQUIREMENTS 5,/89 • . Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. ,2! Energy design, calcs, and necessary details (State Law) & compliance statement / on plans. /3' Veneer (Chapter 30). Chimneys and fireplaces (Chapter 37). X51 Plastics (Chapter 52). -,.Cr! Excavation and grading (Chapter 70). Continuous or Special Inspection (Sec. 306). Factory or other certification. 9-"� Soils or compaction data. ,Ire Noise regulations. Footing reinf. Min. Two #4 bars (cont.). Engineering Calc(s) should include: (4R - Ceiling. (b Floor - Ceiling. ( ) Foundation. ( ) Walls -- Large openings? (consider lateral). e) Lateral: (1) Roof Diaphram. (2) Shear Walls. (3) Anchorage & Tie -Downs. (4) Connections thru-out. ( ) Retaining Walls. omplete building material specifications. 'BUTTE COUNTY BUILDING DEPARTMENT A.D. NO. ��- ZI- 2a PERMIT DATE 2 Z� 1 -PLAN CHECK LIST PROVIDE INFORMATION AND/OR MAKE REVISIONS AS FOLLOWS: /2Ec'J" cv®E d S/Gil/E%Z C_ ? GCS 61126 'l 0� �—I�C. �� e s � c • �d � �- ,Uri. a� C'al�l�C oYE�S 7 ri- sE X 0 31 'h e Mathews Ready Mix P.0'. Box 386 Gridley, CA 95948 COUNTY OF BUTTE _ DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 t. With reference to the above subject: " Attached is: OTHER PHONE: 916-538-7541 DATE 1/30/90 RE: Hutchins Dr. Building A.P. YA 25-21-20 Permit #201-90 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced xx We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. xx Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section'(DPW). sets of plans in accordance with the changes marked in red. _XX� Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico xX 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. xx/ OTHER SEE ATTACHED LIST Should you have any questions concerning the above, please contact John Henry of this office. (between 3pm & 5pm) Yours very truly, William Cheff Director of Public Works l.J.F. Glander JFG/aj /./,Chief Building Inspector /4 PROVIDE THE FOLLOWING INFORMATION: Provide complete code analysis which classifies use and occupancy .of building, and fire resistive construction based uggn proximity to existing building, per UBC Chapter 5. Provide complete (full size) steel buildinplans with all sheets stamped and signed by design engineer. ate- S -S Provide anchor bolt anchorage for uplift which accounts for bolt gage per UBC 2624 and Table 26-F. Footing is to be excavated into undisturbed soil or provide soils report for engineered fill. Revise general Note 2. Provide building elevations showing windows and exit door locations. Building is to comply with �ha dico Aped access requirements per Title 24. ZII111tI Fill out and return enclosed energy form for non -heated buildings. Fill out and return hazardous material survey form._ o Obtain use permit approval from Planning Department. cr�e40 / Obtain drainage a.p.proval -f-rom-Land Development. O Ey(� The parcel lies within a FEMA designated flood zone. A registered engineer must establish 100 year flood elevation and the building must comply with requirements. Obtain California D.W.R. permit to construct within flood zone. //t/ L 6-7 7 TE/Z ��s� /ZEA �o ftT21� (9/6) 324 - 3 g 8q DavC� J,�c`cs o�/ t AP�LNR ` Building Permit. HAZARDOUS itkTERIAL SURVEY Co3Z- G,/ (A Building Permit Cannot Be Approved Without This Completed Form) 01 Business Name�Zr/7 �Q�f11/ c Phone c, f� Mailing Address: Q• �O� 3� (city) // (state) (zip) Facility Address: J'Q ✓i G�e. — Gr, LQ At/tt,/ /'c` /l (street) C"I 7J7�1' (city) GZ (state) (zip) Contact Person: / Z64- - Phone !�Y4� S�T3 Nature of Business �_)� / ye.- 4 I�E'/flff�l�'J/x Ca'Y1Ci'E? _ Be Specific Question #1: Does/will your business or that of your future tenants handle, store, or transport acutely hazardous material? Yes .,,-No Note: Acutely hazardous material shall include but not limited to the following: Flammables, combustables, corrosion, radioactive, oxidizing, toxic, poisonous gasses, reactive, unstable, hypergolic, pyrophoric, any substance or mixture of substance which is an irritant, strong sensitizer. Question #2: Do you or will your future tenants handle, store, or trans poet 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature ..or pre sure) of product or formulation containing hazardous material? Yes_Z No Question.7#3•!1I your business located within 1000 feet of a school? Yes NO, If your answer to all of the questions above is no, you need proceed no further. If your answer is yes to any of the questions above, you must comply with the applicable regulations of sections 25505, 25533, and 25534 of the State of California Health and Safety Code and the requirements for a permit for construction or modification from Air Pollution prior to issuance .of a Certificate of Occupancy. 44- _ • ;� /� Owner /Authorized R • Date_ ,3d —9!J If your answer to Question R1 or 2 is yes or if you have any questions concerning this survey, please contact the Butte County Health Department at 7#7 County Center Drive, Oroville, (916)538-7281 and Butte County Air Pollution at 9287 Midway, Suite 2D, Durham, (916)891-2882. (Health & Safety Code Sections attached) (Health Department & Air Pollution Handouts Attached). cc: Butte County Health Department California Division -of Forestry Butte County Air Pollution Dept. 771-89 2 I ' HEALTH & SAFETY CODE SECTIONS 25505, 25533, 25534 1 -Us%. ' Isms+ .1 %.a..-. efe.r ' .W:f eeir. ad me.wlrw eM lieve. fnWa.. www lis .,at I*we www menthe a1Ur W .(r,- ..". refu..U.. lu.esra. fro 11- cunei rat. A. water .well tuem.l w o.I.nmwL 01.. to the aam..w11" It" .M mall. Yea a meets Ne rva Y.nmenu el tow CA.*-,. lf. Neer T� w tam.wuvnnt' it.ew• tner.+ww tet •�f A. natter a OY..e.wa Oaa UI a*,- N .. way. N. .e.A.. Ivo of ere. Looe we Un •lee w.wwHe of _ to ere .thesis. 1! nawaur .nad wonln a te.�•eu� OYuw.fa Ouw .rots '-0 u!. !1 tY wee►. Its h..else Is" .Iter nYO..a. _%mm, ts .YOm.I t bWNeoo Olaa W meats nn WAa law eYow. w .nmNtsterng aetntT small ImMWOatsI. Lane eacroomw action ya enforce ofteootoor. aeeaesat w .rnae..tiGw .1 neu IM Crm.A.l P.A.-Wits .0m(wo N thw ch.0ter. • nil In additwe u tit neufnlAenu t( S..CUOA 3310, Wnevwver s "Meaw°J eh"" a w handler a owrsaara occurs watch mQuire a ntoalleatifw at Its OY&IAeaO Sty We reactor Lid air -la s gig, a( W. paw n.ugwe u the ►amimata.ing &time? -u- 30 saw ed W edereww.l cn.nct. Its The hamlet UndL in aAe Cut. re..w the buwAota Visa. IMOMILLad Diseases te IabLe.lrea I&).ria Ibl. on er Beior• lanuan• I '915w and at least owe. "'re tw•• ?can w.euw, to drtsmit w if a revision .a nt•eded AAa t= CefUly to .m# &amina unAC 1CenCy that the fro WY thele aM tnal &rev "vc".a" chance! merem&of IA the Olan. A eno..f Lnesa cnantn ]nad s be. tuoutta w to LaMMuunng stent? u a aan of tmf eeriLouan. Ids IIAl"s tafmAlyd from the ousmeta elan rnu.rvwena Under this Mable tRr 1'e. men Wbem hsnd�•t a naLa sou ]lir al inn 1 ] Rua v taomu t mmnirvo mv.wiar.:pen to tn. lem.m.tsnn; ]C��Ci• 71 :�! COY AIi• nr :1Ur .n '.. n.Cn L1! all ].n eft �. wC7ta0. \ntwANta-me 1..'0.r .:Linnen 01 .a In tAv*.Lory lam sftall tN lined dm or metare tihUln' ':.e.:Y .lr :"! Canlndir •:all. tea anm:auv theral•ee ^.0 mvenmry tnad x Inca I. U."'. n. a( tud0ms.on .CL IAdc:cd by $Yt;&USM e. 1167. 1 L Amanded by St16196L e: It dL 31dy 2i 198LI 1 :ssz Acetate heaardoud materials reriotrallew forrwt nnnc ea altMQ a rad"KNR fakmir stow of certified Isla Msneetment LAN prevention procraau Yaiea.caafga fall On or before September 1. 1987. use Office of Emerceney Serowe shah donate. u scuUly hasareous Maunau nqut.-duan form to be tomafud by the owner or eoeruar of Cao business in the suis whist at 3317 UMC handle oto? ]NUR Aasaruaua Mat* EaaM u orv.dad iL Seeuoa 25334 an at before Januar 1. 199& any business which bindle acutair Rmrooce iC1talab n theamount seeafied in ]uwRision gal a( Section 25536 ]bail file slits eelcomisc s Cara .M the admMatenng &tenet'. The Office of °.neKancv cef..eea mar idoot ]t10rownte rraiacons D !rmolem!nt Llie rdalre.le.ta at tau fectlom 1b1 71he acutely hazardous maurtais npalrittioa farm shall Include. bat ii sa limited Is.&A of the following Information: 111 Tb* ihformatidn ineiuded in the business plan pnearvd punas" is Seedas I�OI 721 A Cental demotion of the promees and prinami "utommnt bound is Clio bo.dGwg d tad Unitary hasZMOUA aYl rMU6 fat W(thia 30 .nays of ser7 ane of the following ew"M a" businm sabjeei to this lames Shia . aUbrnit u No aarinuwtartlC 291117 sip aanenamd" to Use fsgratrance (Vier 111 Any handling of to acdteiy hssardott MALarid .Rich was oat meadaaed an the fetisastica fors ' 721 Any "aromas or sabsunttal altal'ltions or additions to the buamas or a sivicr .biei esGuile changes Io that rasa malYgerntnt program that ase different frogs ter `Iter. a Oe preset pfograa (31 Cuaga of business address. 1p Range of business o essarams, fA Ghentat of busacsa aalsa (d) Any business which submits a ci rtifted risk hankie hent and In a, ion 9eognea tlenmat to �.{ e e Seeuow ISS34 aasd irnOwmeaL UIQ a0pro.ed rut irtsm990Mt nail preemaae program (Added be UsLL1986. t 1:50. 1 3. Amenddd by Ststs.1987, Is. 141L 13. dL SeV6 A 1987.1 1 253.:L Submission of rick menaterwent and Oreeenlirla 9roryaat .(mimic evowderctinn= additional &uooeNnt tKnns"I inlarmauaT. retorda persannet 9eocrm ry.ure IM fiereuno row handle scuLelr ha&a"oYs malerlla rvsoonstibi iiia fol After reetivint an scuttle hILLArdow mat ywl ntutall0° fon 731d Vomitus to Sects" x353:. Lne samautandt atenc r may recut" the tY Wil tagA of an AMPP if the Llwaotte-C sctml oeVnwtnrr trial too "now'...e..51- .My prvaeftt an .Alen' haia/w.We uncut w arve..w rte. The handler,.tuil onus" the RMPP in aadraanee -th cuddivwso Ie► The R31r? (lull be p"sisma wiulm 12 lrgnths lath.Mt rte red YtaL mut Oe tot IGMWA UMC &Caner 7ursuat to thtt IDI In addition te ane reou."Menu Imnnted pan ... t to sund,na.ea Ise an softer ter aorratrw of L A.w or m.iad.d Isetutr which Wdl be up" for w nanalme Of units. ft-aroe.w maeruu dna Ww.en anti eommrn" owrationa an or after Lnuan 1. 1966. in tnr wt of a now fattest, or mounewef Inc ew"lqN W.wm .,if be MOOlfifa an at after samara 1. 191IL a w one et shad peace" an R?IPP Irl The Amrr shall include all of Na following eim.ent: 111 A de►Cneuon of esen accident MyOerMC stutter haurtsms maLMlay W►sa tt" arm at the DY.iny.s or I.cmtt witA.w In- ..a" tris.nt trio aa.. el w rvdueel nese a incest u a.ereww .at tdtta/Vr w.tA . ditenalgA al :hs unaeriv-C theses a( w ateAaoL W W simeans WA it ..f. In. avoid \ rettirvenfe el a s.mn.ar seoosnt 121 A mown LwedeiwC the nature. ate. and 0-41tww O( w reW.ew+g eaed ta b dW •emery )VYlaeos mann... at tri. btiaMfa Y (stale .ne a.. Le.eeY.es fee tselMt .w& ---a. 731 f3felaA. ectrwaiwC. and metrlta"s eMLAes We.* mN.latse tae res ad Y aper....eW.eiwg 114M.W AaaYdeY. mO"n 16 Its fsrire.rew. nr.mannC. W auunu ec COAUd ►name u wrewv pate"" .cants ►.►aroava ..a,e/pts stegMa mss. ISI' A vAraur for i .-Aullt .Mwein.l -slew In no tae- be the bwn.'. q U IM flnalwtd at W Yaeltment perfurewoe PU1 UAAL a letai.n.N WL Y noble loo T. e1 .a vt vwM a.mvMt amwir ha Yrs Oma matertatL There acteent Ater increase My of w Ied.WrC t' (Al Iseawlaagw e( ►urn. detection, o.emlannl- or tUwivisig ewe& deimm 181 Eaam.went naodlCleue.ta. "caws. of eed,wn.. (0 0a.tfc in tie alterations. prwwdu"s• °u'^unenp newo.416 or fatlwv dirtiest til Audiunt and inspeCUOa progra°& destthod u &flow she nasals u tatters ems u. ;t" u e(tectivny ORtee CYt. (:1 Raadrfkdepnt proceeura for the RMP?. Ids 'Le R4r, , .nail he &a.rd ear aro .lira.Mewl e( Ute 9roeeeae. aperatiar.V aM proteate- e( Ne aY&N.... awe .rand cew.rer W of Ne lodeW.wr. 111 The .e . at \ w.Y" aM ewratiud♦ .LYar Ww.tw ae.ur- Ne Raisins uscaatsd -%A the ksomenc c( to Mg., heti"er\ m.wma. otic us Aarating error, roYtOw...\ tLNY". &M .ttsT.i taenia. W.wn Ire. pee M Y .Nuala' A.YICO.I► ---,a 441344-1 -a- m ror the Aiuros rentiGed .m A- %sure ane aan moo-, ittld-L. an a(fsita rom.eurft" andwa wawr, for trio Teat likely AWIaa. WYIMs 0--i.tit air euwrswA aq Other \averse enn"Arlifr W eowte.Wn.. Its The bYPMO shelf societies b the ummutanAg aefn" &at aaditgnat SUMM MC UVRA.eal W*-,.. Oet!•.al! ay Use .amawurng atent? ta turfy MIOIm•tgw suaAlHtfO P.M. - Mt to ..ad...- ICL In A handler .Aad maintain all records roneeroine an j= !or ► carats at at Itut five •ears. 10 The R\IP° snail idntu(r. by Utt. all twnennn at the buss won a" res°°n.ioif for ranWi.t outthe •(+thew v._L& of Ire Zatrr. ante Meir r..metueo raflrna.u..nxa. &ria the am r? lAfd .ntNo, a aMUr, tralllinC Or°Cr\m to ehaYn Uul Ulole firMo ts are i01f td Im01M1enl t1f tllu'r. IM ire handler shall review, the RMP!. and silalf matt nerersa" m mithee to loo R3lrr at Ifsst rv,or three rein. Out its ane event �iuun bis aars fall mvCAC a mOYti.eu/a wawa .ouW matenasie affect w AanalaC of an sculery huarcems n ttrul. , Cd Any nano. Wriw handles Missy hLY/dWa malarab and wAe seems tel teoeretes I- or Ain Botanists (anlllws wnica are sumtftuady nalftalel at 9reoore it AMele relent Z I P? anem<?olf to all InAve laetuuu If the "Adlint of that .NUR hosemiOYO ntaurlYs w aaWtawW-uy ..must at ad of w.d fatlutne. (a Ther RM PP. and aha rrtivicas reddired by subdiveiss (hd, shall be a*rtifned as complete by t guar ftsd pin0a and the Canthi! operator. hl Esceot as specified in sanderkion Ids of Section !=& the handler shall ilnalemeAt aG aetivitia, am wrwerams specified in the RMPr Within one tear (olloamne Chip eemfieauew msaf canusnt u subdivision QL Imottrn.nuuw of the RMP° mail include carrme oat ale o"ntalC. mafmtana " momtonnt, mventerr canas, tdutameot tmwtuan. sunning, rrcaru'sremnt afro training pre[r+hu ; . u required be the itMPP..:De scumus ataelnC• Kati[? may gramL lA cxtehasas Of tan ..hila. upon sho.Mg of -004 cause. .... It) The Office at Emergawy Sereiees shad adapt.and Vublish for distribution. taiddimes (or th- precarauce and submwoms; of in R4??. In ereoanne the rowitiines for Maned Lad aamaiiic eluates. the offict shall. At a a l.ium, aoso Its afnCraumi ne0lAmendatlOha a the" &et forth in tA 1985 Gudtimes for Chemical Hazard Emutsuaa hamuris. iren+red by use Center Lot Gamic p,oms a&itty a( the Andrea InauWa at Chemical Enruwit Z (Added by Stats1986. a 1250. 1 i Armand" by Su- 1987. C. 56.1 11'7: Stiu 0r... C. 1113. 1 L at Sept. 30. 1987. SLLL%498L tt 160. 1 ll0] ;-206-BRIDGE ST, YUBA CITY.--CALIF'-95B91 ROBERT ESTRADA 9816) 674-1670 RICHARD TALLE DESIGN ENGINEER DESIGNER JANUARY 30, .1991 ME WUM CODE REVIEW FOR PROPOSEDS 360-0"S:F-SHOP/GARAGE.-) . BUILDING DEPARTME FOR: MATHEWS READY MIX APPROVED P.O.' BOX 386 GRIDLEY, CA. 95948 THE EXISTING BUILDING ON THE SITE ARE CLASSIFIED'AS SHOWN ON THE ATTACHED PARTIAL SITE PLAN. THE PROPOSED SHOP BUILDING WILL. BE LIMITED TO THE USES OF THE B1 OCCUPANCY CLASSIFICATION. (IE. NO REPAIR WORK EXCEPT EXCHANGE OF PARTS AND MAINTENANCE REQUIRING NO OPEN FLAME, WELDING OR USE OF CLASS I, II OR III -A LIQUIDS. . MINOR MAINTENANCE TO TRUCKS, AIR TIRES, CLEAN TRUCKS INTERIORS, NOTE:QUANTITIES OF COMBUSTIBLE MATERIALS SHALL BE LESS THAN THE AMOUNTS SHOWN IN TABLE 9-A CHAPTER 9 OF U.B.C. BUILDING DATA: OCCUPANCY TYPE OF CONSTRUCTION SPRINKLERS PROPOSED FLOOR AREA SEPARATION STORIES OCCUPANT LOAD EXITS REQUIRED/ PROVIDED B-1 II -N (VN) NO 3600 S.F. 2 -SIDES., - ONE 3600/100=36 1/2 r CODE SECTION OR TABLE TABLE 5A: TABLE' 5c:. TABLE 5D: SECTION 504 (C): TABLE -33A: SECTION 705: SECTION 3304 (L) DESCRIPTION B1 OCCUPANCY 1 HR <20 BASIC ALLOWABLE II -N Cup 12,000 S.F. ALLOWED. NEGLECT INCREASES FOR SEPARATION LOCATION ON PROPERTY PER -SEC 504 & TABLE 9-C MAX BUILDING HEIGHT 2 STORY - 55 FEET - II - N ASSUMED LOCATION IF PROPERTY LINES BETWEEN BUILDINGS OCC LOAD FACTOR = 100 1 EXIT REQUIRED iZ PROVIDE MECHANICALLY OPERATED VENTILATION SYSTEM CAPABLE OF SUPPLYING A MINIMUM OF 5 C.F.M. OF OUTSIDE AIR PER OCCUPANT WITH TOTAL CIRCULATED OF NOT LESS THAN 15 C.F.M. PER OCCUPANT. LANDING REQUIRED EA. SIDE OF DOOR, HANDICAPPED ACCESSIBLE January 30,'1991 ADDITIONAL STRUCTURALt (:ALCULAT I OhJS FOR MATHEWS READY MIX, GRIDLEY OWNER : MATHEWS READY MIX JOEL LOCATION: GRIDLEY TYPE. TYPE II-N STRUCTURAL CALCULATIONS BY: $kovu �oQRo,FEss � 13UlLoflVG ®�� r1' 4 -q APonov Lu O cc O r 'p o. C040661 ix Exp. 3-131 -01 � Jl,�l Ci V 1`- E ®F CA�\F ROBERT W. ESTRADA R.C.E. #C040661 JOB # 89-227 NO. OF CALCULATION PAGES Z V's 10 ESTRADA & TALLE ENGINEERING a DESIGN u ASSOCIATES 206 BRIDGE ST. YUBA CITY, CALIF. 95991 ROBERT ESTRADA (016) 674-1670 RICHARD TALLE DESIGN ENGINEER DESIGNER k -&TLA* PA 340t a -Icy 1I-MANUAt� of Lo>,c.It�TE aQAcrLr-- ,aQ�, o'F FA Inc,a<+Izn. c.ow � ut—a-r—co�nrG s., X SA '/4��:6:o+•et� 'i'eN S, urJ OIC 5 !o �, 71 �.+�' /�/ '4(.405) Zoon X TT 1�, iIY �1Z.a� 1 t�� 4. _ � • u �ir15L . $'� �DI� o�.l '1'1��..IE✓ 1—�. � II - A3m T �/a Dld A., ..,..A -tea i A_ ALP — -- _ ?�`�_1����. L Gly, I �►� o k-, ESTRAOA & TALLE ENGINEERING o DESIGN o ASSOCIATES 206 BRIDGE ST., YUBA CITY, CALIF. 95991 ROBERT ESTRAOA I896) 674-9870 RICMARO TALLE DESIGN ENGINEER DESIGNER t*UFT W-stcl J F024e C -(4,;!i . 1 I !�INFOQLI►•�l.� RIOT StiOWta F-rs�-r ►.�� OUTVI N� 00T51Pc FAIT . r co>jf--. SuIlLf .>► AZEA OF F l ua-. Trr SvA{?A.,&, co a$q, oP4yZ ..off :T4E . ,64jef 4cc aR of ' rF4F- "CA*1r-- CQt4Vt NOVEMBER 28, 1989 STRUCTURAL CALCULATIONS FOR METAL BUILDING FOUNDATION FOR MATHEWS READY MIX, GRIDLEY OWNER: MATHEWS READY MIX JOB LOCATION: GRIDLEY,'CA BUILDING TYPE: II -N 80-rLt C N� o�NT 1® E3Ukb1APPROVED. structural calculations by: Robert W. Estrada R.C.E. # C040661 ` Job # 89-227 No. of calculation pages _ `r , I �yq, SZ� �G � Aix 4-414 _71? rz CAWS e* V.4,n v& ------- ----- f 2°1ha%►�yoc- Z---- F- I* ;P 0., Ir- 6 e (. ai1-As ip�p �i phpi 1 i y�y� i .. ro n f i Yy T r m C OB+B10E OF SLA° • a � 0 n BP04-A Y 10 V 1°•0 r X0.0 a PB 08-A f Bo•o an To OUT OF C011=1E ANCHOR BOLT PLAN ABOIFA Un - MAX. VERTICAL LL • OL E.W.'REACTION E MAX. VERTICAL WL OL E.W. REACTION 32_B i3� �36a t-9_R_ACING REAL IONS 'w0 OIRECf IOr Mf B OYFOS1fE1 SCALE -1 HONE DATE nATHEWS READY MIX rAn+D+.p�PI�dN A -1D$1 GPi1C)LET. CALIFORNIA evrAA Aue.s (. r4 ip�p �i phpi 1 i y�y� i f i �9 10 V 1°•0 r X0.0 a PB 08-A f Bo•o an To OUT OF C011=1E ANCHOR BOLT PLAN ABOIFA Un - MAX. VERTICAL LL • OL E.W.'REACTION E MAX. VERTICAL WL OL E.W. REACTION 32_B i3� �36a t-9_R_ACING REAL IONS 'w0 OIRECf IOr Mf B OYFOS1fE1 SCALE -1 HONE DATE nATHEWS READY MIX rAn+D+.p�PI�dN A -1D$1 GPi1C)LET. CALIFORNIA evrAA Aue.s W-_� P 1—A °01310° OF ILM m n m i/A'N2 2 1 6 BP05—A BP06—A BP03—A _ n m n V4•N 2 2 1 0 BP07—A REACTION TABLE (KIPS) LOAD OESC IWJND I • I 0 I C 1 0 - OL• ll L -•R S.t -S.A 0.3 0. ILL L -•R 3 -i. O.i -.9.3 • LL/2 • 4.L L --*-1 -4.2 OLll • 91112 l -•R 1.7 S.0 -[.S •SEILOC L -M 0.3 1.3 -2.0 2.• 6 1 2 2 L••N to v n - m OOISI0E Dr SLA& BP04—A BP08—A SVD wo ro• 1 1°•° : 20.0 3 I • r • . solo O01 To O01 Q CONCRETE N MAX. VERTICAL LL + DL E.W. REACTIONW REACTIONN MAX. HORIZONTAL WL + DL E•W. REACTIONMAX. VERTICAWL - •3Z N i� t3a. X- BRACING REACTION VINO DI NECTIOR 141 N Oi►0.411 ) _ REACTIONS AT FRAME LINES 02 THRU 04 ANCHOR BOLT PLAN AB01FA 'CAI E� NONE DASE MATHEWS READY MIX RA-e"ADiV E II-2bS GRIDLEY. CALIFORNIA CN[CN[D 31. DAN . Z0, -0arnfiart--Drvion Cijociatej A California Corporation /88/ A Robinson Street PO Box /576 CIVIL ENGINEERS August 17, 1990 Orovi//e, CA 95965 9/6/534-/9// • LAND SURVEYORS I Mr. Jim Glander Chief Building Inspector Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Matthews Ready Mix Gridley Plant Dear Jim: Alan G. Brown Richard Barnhart Thomas Odekirk Michael Evans Thomas Finlayson Enclosed in duplicate, please find compaction test results taken for Matthews Ready Mix; proposed building pad. Representative tests taken on the pad fill indicate that the average relative density is in excess of 90%. Very truly yours, PES Alan G. Brown Civil Engineer AGB/th Enclosure 0 tc CE' 24578 LS 4202 LS 3991 VP LS 2900 Dt7rnhart — BioOn & OJJOCiatei 1881 A Robinson St. P.O. Box 1576 Oroville, CA 95965 916/534-1911 _ CIVIL ENGINEERS LANOSURVEYORS RELATIVE DENSITY TESTS FOR Client Owner +I CcJrS qo - o I Location, KaT7-44�WS HW (U2r 0L C- w i AP No. Type of Construction Equip. for Compaction Personnel Present Sketch: X— s PAD . PA D SAIL Opt. Wet Opt M Opt Dry i 4.2 Opt M% q,,� Test No. 2 3 Blw. FG .Time IL Depth �r MC 8S DC 7 1 °1*fl I q LD (Z 4� Operator K x 4 3, _ .AY P.QAK 4oK6s , 5 2, S-rIUC,. sOaP X COUNTS MS S(o G. Prev. M DS_ Avg. S 4 5 6 .7 8 9 0 ReiiDrY15/, ' I 1T�`� �.. TF / /r V Comments: s Appd: rove IL R 6�r °1*fl I q �ZZ1411 I �- 2.t371.43. 13b.s• .4.7Rq �►.2� ReiiDrY15/, ' I 1T�`� �.. TF / /r V Comments: s Appd: rove t 4f N0T.2CE OkF DE7TERMMNA7M0N -XO: Office of Planning-ana�esearc:� ►RG�M : Butte County_ _ —r_.._... ..._ ... - ...1 . .. _ 1400 ,Tenth Street, R':. 12f= '°" Planning Department^- ::: ' Sacramento, CA 95814,? 7 County Center Drive or ov ,01 1990 Oroville,. CA 95965 X County Clerk County of Butte ;,M! �P.� ey suB..TECT : Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public•Resources Code. Project Title AP ii Name Use Permit 025-210-020 Mathews Readymie Inc, State Clearinghouse Number Contact Person Telephone Number (if submitted to Clearinghouse) B. A. Kircher (916) 538-7601 Project Location Approx. 900 feet north of Hutchins Road on the east side of the Feather River, east of Gridley. Project Description Pre-existing non-conforminguse to allow a 60 foot by 60 foot metal shop building. This is to advise that the Butte Countv Planning Commission (Lead Agency or Responsible Agency) has approved the above-described project on 9-27-90 and has made (Date) the following determinations regarding the above-described project: 1. The project will, X will not, have a significant effect on the environment. 2. An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. ,` X A Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 3. Mitigation measures were, X were not, made a condition of the approval of the project. 4. A statement of overriding considerations was, X was not, adopted for this project. F This is to certify that the final EIR with comments and responses and record of project approval is available to the general public at: Butte County Planning Department 7 County Center Drive Oroville, CA 95965 Date Received for Filing and Posting at OPR ..- 10/31/90 S- nature' B. A. Kircher Director of Planning Title PF -vi sp.d March 1986 ~ NEGATIVE jECLAR-kTION REGARDING EWii,iNMENTAL IMPACT ._.�_.._,,L..._NOTICE IS HERE3Y GIVEN that the project described below has been - — reviewed "`"pursuant- to- the -p-rovis4 ons of --the--Cal _i fornia Environmental Quality Act of 1970 (Public Resources Code 21100, et. seq.) and a t it will not have a significant determination has been made tha effect upon the environment.. File No. 90-50 Log # 90-07-05-02 AP No. 025-210-020 2'. DESCRIPTION OF PROJECT: Pre-existing non -conforming use to allow a 60 foot by 60 foot metal shop building. 3. LOCATION OF PROJECT: Approx. 900 feet north of Hutchins Road on the east side of the Feather River, east of Gridley. 4. NAME AND ADDRESS OF PROJECT APPLICANT: Mathews Readymix. Inc. P. 0. Box 386 Gridley, CA 95948 S. MITIGATION MEASURES: None 6. A copy of the initial study regarding 'the environmental effect of this project.is on file at 7 County Center Drive, Oroville. This study was: 0 Adopted as presented. Adopted with changes. Specific modifications and ❑ supporting.reasons are attached. 7.. A public hearing on this Negative Declaration was held by the decision making body. Hearing Body Butte County Planning Commission Date of Determination 9-27-90 Determination: On the basis of the initial study of environmental impact, the information presented at hearings, comments received on the proposal and our own.knowledge and independent research: • We find the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION is hereby adopted. We find that the project COULD have a significant effect on the environment but will not in this case because of ❑ attached mitigation measures described in item S above which are by this reference made conditions of project approval. A conditional NEGATIVE DECLARATION is hereby adop ted . - ' Signature Allan Forbes, Chairman Butte County Planning Commission Title November 8, 1990 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive • Orovllle, California 98988 - Telephone: 916/638.7641 APPLICATION AND PERMIT A 5SEESSO H N U ZONING BUILDING PERMIT PHONK HONK SO. FT. OCC. BUILDING VALUATION I-00 " —OW"141 MAILING ADORES& U 'Ts'�41� CONYRACTOR13` ` 61216tIv dv G TELEPHONE _ CO ACTOR'S MAILING ADDRE33_ 0 75 ` C. t 1 C Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 0 0 , nn Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER _ _ LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS^ J Tc-91'lJ S /_� Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME 1 7 MAP T'� Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ ❑ MobilehomeOther STb8i{�(oe9 Iuilding COCoag✓ �� Gas piping system 1 - 5 outlets 5.00 sewer 5.00 Mobile Home I S I G JW I 10-00ea TYPE OF WORK NewN Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �nTQ �`-� S7 1111�f3 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 V OR Main service .100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check,one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.N OR AD DNS. ACC. BLDGS. , /z¢sgft NEW CONSTR U "OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea d /POWER APPARATUS e (SINGLE OUTLET CIR. / / Ex. Occup\OUTLETS OR FIXTURES 20930t eAL@ 30 FIXED Ex. OCCup. OUTLETS P(RESID INS REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in'any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If.after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstHAZ. all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation BeF$ Energy Inspection Fee $ occ CONSTTYPE `_ TOTAL FEE $ (o3 I CUA PARK SCHL FLD CDF I PAR I PD]l Ho. ISSUE This permit is hereby issued unser sions of the Butte County. Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No.,4,363,00 WHITE-D.P.W.. YELLOW-A36C330R. PINK -IN PECTOR. GOLDENROD -APPLICANT NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non - Non -Air Conditioned Build I lValletx, &Yh yvt��', � Hr ., owner of the building to be constructed as a (please print) I �Ll l l�l � under at 67r, (bldg.permit no.) (location) hereby certify that'I do not intend'to htat or cool this building in such a manner 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, (2) 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. E Signature of Bu Mailing Address Telephone No, -FX6-5'! "- 4, --'3 Engineering and Product Data for ABC Job 451-4564 0 i AMERICAN BUILDINGS COMPANY Dale L. Green,.Inc. 1548 Market Street Yuba City, California 95992 Re: ABC Job 4151-4564 Mathews Ready Mix Gridley, California Gentlemen: EUFAULA, ALABAMA 36027 (205)687-2032 November 15, 1989 This is to certify that the metal building components furnished by American Buildings Company are designed to comply with the following loads: Design Loads are 1) Metal Building'Dead Load (DL) 2) 20 PSF Roof Live Load (LL) �3) 75 MPH Wind Load (WL) Exposure C 4) 12 PSF Frame Live Load (LL) Design Load Combinations are 1) DL + LL 2) DL + WL (Seismic) 3) DL + LL + #WL 4) DL + WL + $LL These design loads and combinations are applied in accordance with The Uniform Building Code (UBC/185). This certification is limited to the structural design of the framing and covering parts manufactured by American Buildings Company and as specified in the contract. Accessory items such as doors, windows, louvers, translucent panels, and ventilators are not included. Also excluded are other parts of the project not provided by American Buildings Company such as foundations, masonry walls, mechanical equipment and the erection and inspection of the building. The building should be erected on a properly designed foundation in accordance with The American Buildings Company Erection Manual and American's drawings —for—the referenced job. If the foundation designer does not have the building frame reactions, he should send a written request for them to American. The undersigned is not the engineer of record for the overall project. Yours very truly, Q�OFESSI/ pNq W • NO �ol Fac . John W. Norton, P. E. No. 28848 Manager, R & D JWN/lac Exp. f2'' �% i TABLE OF CONTEN'fs i j. SECTION 1 GENERAL A. Introduction and General Design Approach j B. .Figure 1 --,Clear Span Rigid Frame Building C. Selected References F # SECTION 2 RIGID FRAME A. Explanations and Methods of Analysis c• B. Frame Sketch and Reactions C. Stress Analysis D. Prying Action Calculations E. Seismic Calculations � F. Additional Sketches (if required)" i SECTION 3 ENDWALLS AND ROD BRACINGS . r A. Explanations and Methods of Analysis B'. Figure 4 - Loading Diagrams and Framing Layout C. Figure 5 - Tension Rods and Wind Forces D. Nomenclature E. Component Stress Analyses F. Additional Sketches (if required) SECTION 4 PURLIN AND GIRT A. Explanations and Methods of Analysis and Section Properties B. Connection Design C: Member Stress Analyses D. Eave Strut .Calcu'lations.and Properties SECTION 5 PANELS A. Properties and -Lund 'Fables B. Calculation of Section Properties ;. SECTION 6 MISCELLANEOUS AND SPECIAL CONDITIONS A. Standard Welds B. Standard Specifications' l `i , t i INTRODUCTION The information contained within thispeophlot tam�sai As, - scription of an American, pre-engineered, pre natal diad• to represents the application of the most modern ugehgdg ol jatosrtlag ad engineering to the design of a building. its pwpsss to N peavada Interested reviewers with the necessary degigs 4gi4agtigsgs gel documentation required to readily verify straetwal lsltapity • Figure 1 is a drawing of an American Buildings. S1lptpt as pied' load carrying members; i.e., rigid frames, anduallag prllise# ego bwasiag. and panels. A clear span rigid framq building nog selected hr thig pw. pose, however, any of Americans other standard designs. so'deag"bad " the Standard Specifications for American Buildings Coupsay sees W MhMsl Buildings, couldalso have been used to illustrate the Ire/s but in components. All designs are in strict accordance ' with the late@! -oditious i[ elK and AISI specifications, whichever is applicable. !hg gtalgg dretgihutig Is all load carrying members are obtained by the meat appllsaw umbsb 'od the universally accepted elastic theory,. as aptl3ed•te'WgrilsLsstg "me tures. A'digital computer.is used' for many of the samples gel labortsrs design calculations. American buildings, unless otherwise noted, are pgipNf Is WLthgtgN either of two loading condktions: (a) Vertical dead load plus vertical live load tNifoemly distributed over the horizontal projection of the roof &M (b) .Vertical dead load plus wind load applied sopneaggig { normal to the building surfaces. as dggg lhgd as tM Recommended Design Practices Manual.A Other more specialized combinations and applisatimo se 1gNs se Incorporated into the design of a building whw *e/uitgd. feesetessjly these special design' conditions cannot be ban" tbsrugh me ag alit standard design formats. If this occurs, spieial bnd salaam"" will M Included. Subsequent sections of this report, P present the assign sal• egsesaft gs culativas and their accessary explanations. ap Prase; Section 3. Column and Dean Eadwall;etios ds irRl�sg gN m Section 5, Long Span Panels and Section 6, lftwellaaMus awd kgs fryl� tions. .a c - � t • •r The information contained within thispeophlot tam�sai As, - scription of an American, pre-engineered, pre natal diad• to represents the application of the most modern ugehgdg ol jatosrtlag ad engineering to the design of a building. its pwpsss to N peavada Interested reviewers with the necessary degigs 4gi4agtigsgs gel documentation required to readily verify straetwal lsltapity • Figure 1 is a drawing of an American Buildings. S1lptpt as pied' load carrying members; i.e., rigid frames, anduallag prllise# ego bwasiag. and panels. A clear span rigid framq building nog selected hr thig pw. pose, however, any of Americans other standard designs. so'deag"bad " the Standard Specifications for American Buildings Coupsay sees W MhMsl Buildings, couldalso have been used to illustrate the Ire/s but in components. All designs are in strict accordance ' with the late@! -oditious i[ elK and AISI specifications, whichever is applicable. !hg gtalgg dretgihutig Is all load carrying members are obtained by the meat appllsaw umbsb 'od the universally accepted elastic theory,. as aptl3ed•te'WgrilsLsstg "me tures. A'digital computer.is used' for many of the samples gel labortsrs design calculations. American buildings, unless otherwise noted, are pgipNf Is WLthgtgN either of two loading condktions: (a) Vertical dead load plus vertical live load tNifoemly distributed over the horizontal projection of the roof &M (b) .Vertical dead load plus wind load applied sopneaggig { normal to the building surfaces. as dggg lhgd as tM Recommended Design Practices Manual.A Other more specialized combinations and applisatimo se 1gNs se Incorporated into the design of a building whw *e/uitgd. feesetessjly these special design' conditions cannot be ban" tbsrugh me ag alit standard design formats. If this occurs, spieial bnd salaam"" will M Included. Subsequent sections of this report, P present the assign sal• egsesaft gs culativas and their accessary explanations. ap Prase; Section 3. Column and Dean Eadwall;etios ds irRl�sg gN m Section 5, Long Span Panels and Section 6, lftwellaaMus awd kgs fryl� tions. I I • 1t1�i lbtl1 Wu I I 91111 / �i/ 1 ,1 �I • SELECTED .RBFERE[fCEB l 1. MAW& OF STEEL COUTRUCTION, d.I.S:C:, 1900, Eighth Editlem. 2. "Sing" Spm Rigid Frames in Steel", by Jobs D., Griffiths• AJAX, 1946. ; f' 3. SPECIFICA'lZON FOR TBE DESIGN OF COLD 700M a'IEEL STRUCTURAL 'A:I.S.i., !' i MEIIRErRi. 1980 Edition. • i4 S'1SACiURAi. STEQ. DESIGN, by L. S . Beedle, et a1, !sits 4si>.setiig Lbssatety,'CIVIL .Ssginsering.Department, Lehigh University, 1962.. i ' ;. j S• "Reeevesndsd Duigs Practices Nanual", Metal Building Matwtaetttrirs ' Asseelaties, 1981'Edition. 1 j.. F4,yxy' 1+`t`� 44 ri NOf.• ~ .010 i R O .� O w 0* r� a A ? R ♦. 0-4• r O a a p a 0«oi a 1� r. at w w '� M .. • R M p. » O~. R C ARCS;. ti aA. 4 w a r O• eJ w R C a . o� • Rr ga�M • r a w�Fro�' aw ?O 'r• O R 10 n 00 a R 1+0 •'� ��p" a rrA w A.•• ~ M O~ g~ O p O. •� ss A •0A/ a co no .01 'O ~pa 14 1;? n re to OMaQ0 d ft •t A'*d� r �aW• • 0 • w A R M a A �C b r 9s �' ffRM+�0.p • • Z • MI NO C O•a R0 .w r• �! a' es. r p R a ti AA �+ vi O R+ Aw A ORi ��1.lOt H •'/Aa sK.r•:; :: �t I rr d • r w d r Oft a M 40 p w M R •lb Ir 0.0 ~ R R A R H n•:�' o R �• Pisa a r w oft ' �rr a'A M� rfw !'1 000 ar is -Ulu N RNN O O.A OrOh • • 0 ft gar •.. S Ir a w N ing wwww da a a Aw�a+j aAOw.�asOA'�R -- a I- 1010 ,i •Mi a R� a < d ..?� g, �^ ��r gig. as w R� • r a�1 •1+ w 3 o'rso a a"cb R V+► O O 'O A A A w �� A A p'� 0� w A !R► O psRAMp a a�+ AOA.00 AAo �r a0a rail, eaa w AcN78a A. 0.0a41. ao. A M A� R I+RMA R M °y a Ir I wad1-0 onemi M r s A w is �wS• 1. Mg °a'a,ir Ago 0 wa. �r AIr �� a e R 8oaf O cr ° 10 Kggs wa O S 6�°�''�s O at w n °.e 0 A 0 A a 0, 9 N %4 A 7' ° W A. a0'g °r a 00 •e °o s°a'ea woo S►�ra s ROdwe r a ° �a r tw" ~~ a jr Ir ° w s v no a « Ir .w -�.Ow$o$. ft so 0p&Aggaf?t OOMit,A•On !.izyy / j �41 t Design; In the- design option, a safe frame is determined by an iterative process of analysis and design. Initiated by' the Analysis of a frame consisting of the first section from ,each of the specified flange, web and pipe inventories, the design proceeds in cycles of analysis, criteria checks, selection of fresh sections, and ;reanalysis, until a satisfactory frame is obtained. When the design for the first loading combination is complete, the program will analyze and check the frame for other specified loading combinations. t SC -2-3 CL; SIM w A to ~«'v _ / » r� . -r�IL i. 'o. F� R - w . A 71 • ! ! A� •~w a IT wIL a• A•w1 M+Mp``R?A IL S`Ri► M "• ~ MwAr wm�� ! fig"34 " o% a � ,~ not x ft aM AR og i i 96 ? -•s �� a r .w r n 9 e. a ►• 09 1-3 os R•~i f sa►rm ^.moww r w r��oo AwA t a. i 0 s AOOApQr aMAh0%mTS:" ~ A $ l6 O• N A i �• a •+ O� C! 1�+ w A O cif fi it R R 5 a ft 926 ham+ R i :f I A d R A D_w r w o R' y 00 R n Do 0 R ?v a o R w w R o l+ S? I+ w a m n R S C w F+ r i CA errF►A 0 00 i e F••►o�i44 O#swA Ro rM Arg w6•i/r�� �oa.N SIr 0 oft foe te$ ss AA Rei •tet R� � � 6��� w � • r 094 lot /ww� ag s~ IL onft � maw• IIr n M g.. A 0. aR ? 1r w r +� to �.► O w OW u N ap IA �• t i r* 1• aA pig ,_ � . ZI ! ! A� •~w a IT wIL a• A•w1 M+Mp``R?A IL S`Ri► M "• ~ MwAr wm�� ! fig"34 " o% a � ,~ not x ft aM AR og i i 96 ? -•s �� a r .w r n 9 e. a ►• 09 1-3 os R•~i f sa►rm ^.moww r w r��oo AwA t a. i 0 s AOOApQr aMAh0%mTS:" ~ A $ l6 O• N A i �• a •+ O� C! 1�+ w A O cif fi it R R 5 a ft 926 ham+ R i :f I A d R A D_w r w o R' y 00 R n Do 0 R ?v a o R w w R o l+ S? I+ w a m n R S C w F+ r i CA errF►A 0 00 i e F••►o�i44 O#swA Ro rM Arg w6•i/r�� �oa.N SIr 0 oft foe te$ ss AA Rei •tet R� � � 6��� w � • r 094 lot /ww� ag s~ IL onft � maw• IIr n M g.. A 0. aR ? 1r w r +� to �.► O w OW u N ap IA �• t i r* 1• aA pig ,_ � . rAbW4"N. , O .. — EUFAULA, ALABAMA JAMESTOWN. OHIO ATLANTIC IOWA PHENIX CITY, ALABAMA SUBJECT JOB NO. s"J- 4S&nd- SHEET_L_OF_.L- SHEETS DATE // /C* By C+L/ti 1 1 { ( 1 - z KG za ig I. T : ! /?oo� •- • _ Go x 20 x iv l , )6-9 ;-Sfoe ,�Jl�ur� +---V,ia-- /� X 2D.�... ¢ X �o'3 1.2 /71X1.3) o. "/a4A a t�Oid 4 [.... LOO i l JlAJO L 04,0 G o vc-eAds I V c5�gy 171 IM.4-1 AS a 7 a. s4-6uome ' m XD l JlAJO L 04,0 G o vc-eAds I V c5�gy ' Job Nose 00FRAKE/514564Qi... C3 GESTAD -- INPUT ECHO ******************** COLU."!AS CARD NO. (....1-10 .... )(...11-M...)(...21-30. ... )(... 31-40....)( ... 41-50....)( ... 51-6N....}( ... 61-70,...)( ... 71-8N....) ------------'---------- JOB ---------------------- KTY KSY KPR KAN NCY INV NDC = 1 OLM 60IE-20 51456401 0 1 0 1 5 0 1 U-' "ll FYF FV, DEF EXC RSB AFL AOH ITF NDC= 2 1 55.001 55.00 0.030 0.050 0.000 0.000 3.1 0 2 XAR YWR FR3 NWL NRS NWR NIC MRC NBS NTC SPW SPT NDC= 3 60.003 0.000 20.030 i 2 1 0 0 1 1 0.000 0.000 3 SWL TWL. 0;WL EWL FEL WSL KWL LWL !WL NGL --------JL-------- NDC= 4 lf.833 8,000 8,010 20.000 55.0 55.0 1 2 0 2 0 0 0 0 0 0 4 NEL 6l1 BT2 BT3 BT4 BT5 BT6 8T7 NDC= 5 0 5.003 0.185 N.M 5.000 0.250 0.000 0.000 5 DO�. GLI 6L2 GL3 GL4 GL5 NDC= 7 8000 88.ZQN 96000 0.000 0.030 0.000 7 XT TT DT ET FST WST KT LT LTB LTC IT NP -------JT-------- NDC= 9 0.000 1'000 20.000 16.000 55,0 55.0 l 0 1 0 2 3 0 0 0 0- 0 0 9 NSL 371 972 BT3 BT4 8T5 BT6 BT7 NDC= 5 0 5.000 0.219 0.120 5.000 0.219 0.000 0.000 5 NEL SE DS FSS WSS KS LS LS8 --------JS-------- NDC= 6 I 10.000 10.000 55.0 55.0 1 0 0 N N N 0 0 0 6 NSL FTI 602 8T3 8T4 8T5 BTG BT7 NDC= 5 0 5.003 0.188 0.120 5.000 0.188 0.0N0 0.N00 5 NSL S1.3 DS FSS WSS KS LS LS8 --------JS-------- NDC= G 2 18.000 0.000 55.0 55.0 1 0 0 0 0 0 0 0 0 6 NSL 6:l ST DT3 BT 8T5 8T6 BT7 NDC= 5 0 1.0@0| | 0.186 0.l20 5.000 0.188 0.0N0 0.000 5 DP PU} PW PU3 PU4 PU5 NDC=1W 8.000 18,O00 48.M 60.000 0.000 0.000 10 --------------------'-' LOD ---------------------- SFL KL ND NK NY KA NDC=20 DL + LL 1.000 0 N 0 0 1 20 . UD' UL���� UW ���� KW NDC=21' 3.5Q0 12.00���� N.000 ��� 0 21 -I_ 1.IJ , a CU tU LIJ IlJ I, IJ ;IJ I;U lU I. II II II II II II II II II II II 'U--+ UIIJ Us U--+ Ul.0 U5 U --I UN OF U -i, Ud.-Y-td M I -IJ A CU ' Cl 1.1i Q I)i la I;IJ 1:::11."j Cl CU n 4J Q CIJ 17 iU C-) I;IJ I;IJ I;IJ I,1J z z, z z z z r.. z z z z zz ISI z 1..0 p W Iy . W IS 3 3 y i U U r U fsI z •a- �- z z ISI IS! Isl z z ry isISD 0 I_I lJ7 y1!1 U-) r . z J y JS i . -i IS, u i r'7 U7 r] UJ r'] GA iy iCj r�J ID iJ GA 'D I! IS C I Gd Irl S Ci us U& u15v Lt -.t I I I 1 IS? I., c rA _r t]I :a I :31 =i rD IS -D r l �. I � El j Ch U IS i I I I I I 1 I i I i I _I IC'I }J r ; J f.? ., ; r•.., i _i ( i;_I r-- I IS, ICI" 1 it I IS r_ I C J r i I I I t I u7 CJ r} I i I I I L}J �ri r_I ry I i I I '_S i� ^-, r A rs I_; 1'•_l i'.'i I I 1_•.J ,^� I 1 ! i j4.'A I_'ll I I 1�•1 fel I'�: I`':il ,-I fj D C • li") -I I:Q 0 Ll 7 - i l] t L_i IJ'1 I I 1 ! I �- COp:iU]tri I I J i I I I i i 4 i u I Cl ! = n A."IERICA•d BUILDINGS CO. P.O. BOX 80-0 EUFAULA, ALABAMA 3SO27 STEE _ FRAME ANALYSIS AND DESIGN BY THE DIRECT STIFFNESS METHOD Ai-..!_ DESIGN IN ACCORDANCE WITH AISC AND t*BMA AS APPLICABLE BUILDING DESCRIPTION - - LRFS 600-20 51456401 -t:AY SPACING TOTAL SLOPES TOTAL INT. COLUMNS TOTAL MEMBERS TOTAL NODES 60.000 F: T. 20.000 FT. = 01 0 9 LEFT WALL CDLUAI SLOPE ---------------- W RT. — 0.000/12.01 _ IK T DEPTH = 8.000 IN. TYP. GIRT SPACE = 96.000 IN. BASE 8ASE BASE NODE EAVE KNEE KNEE NODE ELEVATION WEB DEPTH SUPPORT NO. HEIGHT WEB DEPTH CONNECTION NO. 0.000 FT. 8.zoo IN. PINNED 1 15.833 F T .. 20.000 IN. RIGID 2 c ROOF SLOPE ----------------- NO. -. =L!G_r` W HORTZ. = 1.000/12.00 PURL DEPTH = 8.000 IN. TYP. PURL SPACE = 60.000 IN. LEFT END LEFT END, LE=- E11) NODE RIGHT END `-LIGHT END RIGHT END ,MODE LOCATED WEB DEPTH CONNECTION NO. * LOCATED WEB DEPTH CONNECTION NO. -0.000 FT. 20.000 IN. R SID ._ * 30.000 0k!'0 FT. 16.00@ IN. RIGID J SPLICES NODE LOCATION WEB DEPTH CONNECTION NO. 9.965 F T . 10=000 IN. RIGID J y 17.957 FT. 12.407 IN. RIGID 4 RiJ;JI- ELOPE NO. ._ BLOPE ------------------ W, HORI Z. _ —1.00002.00 PURL DEPTH = 8.000 IN. TYP. PURL SPACE = 60.000 IN. !_;.FT END LOFT E.ND LEFT -T EN `ODE .. P16HT END RIGHT END RIGHT END NODE LOCATED :,_:I• DEPTH CONNECTION NO. LOCATED WEB DEPTH CONNECTION NO. 30. FT. 0.000 I.r RIGID 5 E6.000 FT. 20.000IN. RI..ID 8 �= SPL_ICES NODE LOCATION WEB DEPTH CONNECTION NO. M 42,043 FT. 12.407 IN. RIGID E. 50.035 FT. 10.000 1& RIGID 7 RIGHT !ALL :!_!l.. -.i` -i = W.YEFT. = -0.000/12.O GIRT DEPTH 8.000 IN. TVP. GIRT SPACE = 96.000 IN. BASSI= EASE DOSE SE NODE EAVE. KNr E PNCE NODE ELEVATION &B DEPTH suppoaf NO. x HEIGHT WEB DEPTH CONNECTION NO. 0.001 FT. 8.000 IN. r i;•JNED 9 0.833 FT. L4_�: 20.000 IN. RIGID 8 • • M.•. mr t�u75.1L7rr� m Ln CI F- Ju. rSJIDra 00I�PIJIS61 Z M CC Ill CD (?_ ID r � r ID S r1 IS s Z Z— I I I I W CC C_t s f-7 lf] CU U-) Cli U") r7 SI CC S IS CO ISI r719 CO I!D J h ISII�++mrcaCn.+ry 51 0- LY U7 WZ 51SrIr-1J-tcd. e -DS Cl G f Q`I Q7 1 -IJ S 17U cO Cr+ G, YI tV i-fr7mr'^-IC1r1:0r'7C @ :a [Y_ I!D o OZ f.D +J ti 0 C-1 & SI Z 2 �•-+ 1 1 1 QI .-1 Cil ^t CI +--I -t ICI I, U7 Zr UJ LL f--1 LJ1 IS, 171 G 111 I r- , 1-iJ r71?J F7 ✓_1 ri) ti-) D I -I-{ 141 LY_ f„fJ •r•I +1l LD I•-) 11cl 1 -IJ I,- --+ LLI 17• CL f:-1 1!.1 L•-• U7 ' t' r'7 Gf 1"7 U7 r- U'7 0 .7.:L I I I Z En Cr) -•. 173 rIJ'EI m-1 S r 1 ID co Z 101 l O GL L7 C) u_ CJ .r h•y L'^I Ill LO U-3 U-) U -i LD T H. >< I I I I 1 1 1 1 U Cl �. I- C.S S J LT .. I.I:1 Lri L?'I rn r -- r''-' 0 tL , ,_y •-.1 r-111.1 ,-1 .'.i ri L=7 a r=a ISI Ld F- _J r.5 LJ.. C;. t_J n.l ro Cl 1.JJ C9 4- G., • r.. X L d S ID Gj Oj I'Ll IJ G) U7 L d E. L>_ LJ7 14 O I S) r•7 1.D e.D co Ci w r'7 , r- r I. -IJ r7 cd ..-I I-. I !.11.1.. [ri u c , rJ1 C: .'..I ri :r !j -.t1.0 r-- ..n IT i LU Cl .J a: +-I f- r'y co t J L.L7 1_t1 •d' N -- --U'7 U'.1 .-i F-1- 7' 0:1 rIJ CJ 9 s LL VD CC F- , L11 I lf)m z , Y r'al _1 U FSI U) a -A , r,7 J L u LL U ISI h- -j . . lyi I.-- C_C I:n L� a C-.) r._t SI IiJ '"r' I:IJ r=d ill L _. 3 L1 _J LID ••-• LJ . c��• h-1 ._ U -i z IA- QI .-1 Cil ^t CI +--I -t ICI I, U7 Zr UJ LL f--1 LJ1 IS, 171 G 111 I r- , 1-iJ r71?J F7 ✓_1 ri) ti-) D I -I-{ 141 LY_ f„fJ •r•I +1l LD I•-) 11cl 1 -IJ I,- --+ LLI 17• CL f:-1 1!.1 L•-• U7 ' t' r'7 Gf 1"7 U7 r- U'7 0 .7.:L I I I Z En Cr) -•. 173 rIJ'EI m-1 S r 1 ID co Z 101 ^t *-I N -I- r- [17 U7 G- O GL L7 C) u_ 1--I .r h•y L'^I Ill LO U-3 U-) U -i LD T H. >< I I I I 1 1 1 1 U Cl �. r -i S J LT .. I.I:1 Lri L?'I rn r -- r''-' 0 tL , ,_y •-.1 r-111.1 ,-1 .'.i ri L=7 r=a ISI Ld F- _J r.5 LJ.. C;. t_J n.l ro Cl 1.JJ C9 4- G., • r.. X L d S ID Gj Oj I'Ll IJ G) U7 L d E. L>_ 14 O I S) r•7 1.D e.D co Ci w r'7 Z Y r- r I. -IJ r7 cd ..-I I-. I !.11.1.. •'_=J '!D Z r'7 c , rJ1 C: .'..I ri :r !j -.t1.0 r-- ..n IT i CY GD, CIJ CLi 1 03 Lf) I'-') I`EI I.JJ M ra C171'I { I I ._1 Cy :. .11 IS) •.-. r , —,:Z:) 1.J .:o -1 I 17 •:1- ID ITI I,- -:t' Imo. CL L,."� ILa 1LI C17 L�71Ii iJ j lyl [h Go I:37 U7 LO I Lf -.l 1f) ixi Co ISI i9 17^1 \'{" •:IJ'•.7- 6_I ^V Ln 11D C) u_ L! a ro r_ 1':i: ! f LL) . . r'-;+ o.I •^0 I'') r;) i'') 1L'I 1-1_I r L it a r -i i--�.. .. I.I:1 Lri L?'I rn r -- r''-' tL , ,_y •-.1 r-111.1 ,-1 .'.i ri r r'l r=a I:Y 1171.1.%'.' 1 Ur•iJ G0F_:• i 1.1 U-. _J r.5 LJ.. C;. t_J n.l ro Cl 1.JJ C9 4- G., • r.. i.rl -• + 11. i I •,l) 1ISI .I 13f 3 f, !;, r' I !.11.1.. •'_=J 111 c , rJ1 C: .'..I ri :r !j -.t1.0 r-- ..n IT i I -IJ Cl .J CY GD, CIJ CLi 1 03 Lf) I'-') I`EI I.JJ M ra C171'I { I I ._1 Cy :. .11 IS) •.-. r , —,:Z:) 1.J .:o -1 I 17 •:1- ID ITI I,- -:t' Imo. CL L,."� ILa 1LI C17 L�71Ii iJ j lyl [h 1 0 0 PUI DING -- LRFS GO 1 51456401 LOAD 2 -- DL + WLL- 1 B1 S ALLOWABLE PRESS _ FACTOR - i. 3S OwIFOr`M LOADS :. WIND COEFFICIENTS i_IVE WIND DEAD C 1 C c C .3 C 4 C 030 (P_F) (PSF) 0.30 "0 16,0 3150 0,80 -0.70 0 -0. !k -0.50 C; ORDIN i -S SUPPORT REACTIONS� 1 h�ODAL DISPLACEMENTS NODE k y i= HORIZONTAL VERTICAL MOMENT * HORIZ. ANGULAR(IN.) (_h.) (KIPS) (KIPS) (K -FT) 1 (IN.) (IN.) (RAD.) 1 if 12.50 1,8a cO.� .i 0 y -6. 26 -6. 4 =; 0. 00 0.000 0.000 -0.024 ✓ LI 1 2+:. USC 172,98 C 86. 45 2.812 -0.087 -0.007 4 21640 l 6 4� � 1 3.2J ,TT 2.834 -O. 233 '',, �� JJ11 . 00 6 5 _:- E60-00 203.44 2.762 0. 837 _.6JJ 55 t..4160.007 0.013 6 504.00 193.25 '�2 7 EO 00 { u� 45 2.676 2.646 -0.005 v- 0 1 •J •1 a J 1 72. 2.610 1.666 -0.015 8' 1. 707.50 8 -,, , `'7 - 0. 00 . ftI � 2.404 0.090 0.000 0.000 -0.015 -0.013 MEMBER END ACTIONS NODE I MODE J NEBER hODE i t1! DE J -`•: ,-, ; I AA.- El!PAR !`Art MOMENT* � AXIAL Si-1EAh? MOMENT x "KIPS) (KIPS) (K -FT) (KIPS) (KIPS) (K - FT) ) 1 - - -6. 66 E.. 04_ 4'�. Olio 6. 58 -3.85 7I. 56 C_8 -5. 56 -7_ 1.57 53 3.84 28.97 _ - 4 `% -3.34 -3.13 0.32 3.45 0.74 -23.00 -- - =1 -1_..17 6 7 - 21 1 1.17 - 23.91 3.16 �l,0. •?� -2 09 .91 -10.35 7 l -3.29 1_89 , 5 3.32 -3.61 C -' 6 J l 9 -4.54 -1.78 -15.64 4.49 0.41 0. 00 1 0 0 BUILDING -- L-R.i-,`., EOIE W20 b456401 LOAD = - OL + LL -/2 • WLL_ ALLOWABLE STRESS FACTOR ' = 1.33 tMUKORM LOADS WII•`!D COEFFICIENTS LIVE WIND DEAD 0 1 C 2 C 3 C 4 C. (PEFT (PSF) (PSF) COORDINATES SUPPORT REACTIONS NODAL DISPLACEMENTS r.OQ? _ y HORIZONTAL VERTICAL MOMENT * HORIZ. VERT. ANGULAR (16) (IN.) (:IPS) (KIPS) (K -FT) * (IN.) (IN.) (RAD.) 1 12,50 0. 0 - . . i5 -2.84 0.00 0.110 0.000 -0.021 = 18.50 172. 9.5 2.680 -0.088 -0.010 120.00 1.8E.45 2.762 -0.631 -0.011 =15.00 193.25 2.734 -0.286 0.007 010.00 203.44 2.655 0.854 0.007 . E 504.00 193:25 2.704 1.523 0.001 .001 E0__00 LL=cT_ 2.6 83 1v207 -k.008 -1._ 17:» 2.535 0.089 -0.013 707. 50, 0.00 -1, 5 -0. 88 0 0.000 0.000 -0.017 MEMBER END ACTIONS . NODE: 1 NODE _T MENDER NODE I NODE J ?: AXIAL SHEAR MOMENT* AXIAL SHEAR MOMENT :. (KIPS) (KIPS) (K -FT) (KIPS) (KIPS) (K -FT) t --2.99 I.' t 0.00 2.91 -1.88 8 4.3. 10 _ _ 3 -1.06 -_.57 -43.06 1.18 .1.96. 22.77 - 4 -1106 -2.03 -22. 77 1.14 1.72 7.53 4 C+ 1 5 -1.14 -1.7i ' -7.53 1.35 0.89 -8.04 5 - 6 -1.22 -1.07 8.04 1.00 0.24 -16.06 G F, ( -1.00 --0.24 16.06 0.92 -0.07 -16.54 7 7 8 _002 0.02 16.54 0180 -0.62 -12.88 8 9 -+t?: 87 0.20 12. 84 0. 82 -1.56 0, 00 =- ,LUILDI`G -- LRFS 600-20 51456401 120.00 186.45 LOAD 4 -- Di_ ., LL '+ 6 L.L:`2 193.25 9.25 (K -FT) ALLOWABLE STRESS FACTOR = 1.33 - 504.00 UNIFORM LO=DS Y 60000 WIND COEFFICIENTS Z 701.50 LIVE WIND DEADi ' t c c C � C 4 C 57.45 -6.16 (PEF) (P'SF) (P F) 12.00 9100 3 50 0.80 -0.70 -0.70 -0.50 COORDINATES f' SUPPORT REACTIONS NODAL DISPLACEMENTS y HORIZONTAL VERTICAL MOMENT *HOR. r Z. VERT. ANGULAR (Ii'.) (IN.) !KIPS) (KIPS) (K -FT) * (IN.) (IN.) (RAD.) 1 12.50 0. 007 _ . E:8 5. _ 3 0. 00 0.000 0.000 -0 004 =- 1;. 50 172.98 3 120.00 186.45 4 216.00 193.25 9.25 (K -FT) 3E0.00 203.44 - 504.00 93.- 193.25 7 7 60000 186.45 Z 701.50 172.98 -6.03 707.50 19.38 MEMBER NODE I L µ D i 4 5 6 7 NODE J t. 7 : AXIAL. (KIPS) 3.98 3.50 3.38 3.15 3.45 8 6. 14 NODE 1 SHEAR i,':iPRI -1.51 4.07 9 1.68 8 -0.27 ES -3.34 3.64 E.01 0.00 MEMBER END ACTIONS -1.167 -0.012 1.317 -2.155 MOMENT* AXIAL (K -FT) = (KIPS) 0.004 -5.12 90.00 0.011 -0.28 - 38 -17 . 8,3 -3. 08 -22.78 -3.45 -6.03 -3.57 19.38 -4.11 57.45 -6.16 &105 -0.046 -0.009 1.250 -1.167 -0.012 1.317 -2.155 -0.007 1.357 -2.371 0.004 1.402 -1.251 0.011 1.472 -0.218 0.008 1.503 0.043 -0.002 0.00+0 0+.000 -0.015 NODE .T SHEAR MOMENT (KIPS) (K -FT) =.60 -29e. .4 L.3C '7� 0.28 -1.68 17.83 0.71 22. 7S 2.66 6.03 3.57 -19.38 5.05 -57.51 -4.32 0.00 BUILDING -- LRFS 6016-20' 51456401 LOAD 5 - - DL+S I SN I C ALLOWABLE STRESS FACTOR = '.'33 UNIFO+RN LOADS WIND COEFFICIENTS '''- D D E Al D 1 C 2 C 3 C 4 C (PSF) 080 (PSP) 'k 0.00 0.00 3.50 0.00 0.00 0.00 o. like CONCENTRATED LOADS LOAD COMPONENT LOAD NO. LINE NO. n LOCATION r HORIZONTAL VERTICAL MOMENT (FT.) (KIPS) (KIPS) (K -FT) & 00 0.30 0.010 1.0-0 5.00 0.45 0.00 0.00 8 0100.30 000 0.00 CO-ORDINATES SUPPORT REACTIONS! NODAL DISPLACEMENTS X y HORI ONTAL VERTICAL MOMENT •k HORIZ. VERT. ANGULAR QN.) (IN.) (RIPS) (Kips) (K -FT) * (IN.) (IN.) (RAD.) 12.50 0. 0'0 0.48 1.77 0. 00 0.000 0=000 04 -0.004 E 18.50 8.50 1i2. 98 r - _V•9._.25 0.844 -0.954 -0. 00 ?� `-� vY '�7�Uv ❑O.� ki -a '311 0.002 t:l I'l -;i� ,� %� 193.25 0.877 -0.356 ki. lrl�5 7 i 0 tl 8 186.45 0.904 0.044 0.002 701.50 172.98 0. 900 0.027 -0.002 9 707.50 Lia 00 -i.98 2=43 0. 00, 0.000 0.000 -P.008 MEMBER END ACTIONS r`tODE I } NODE J MEMBER NODE I NODE J AXIAL 6H=AR' MOMENT* AXIAL SHEAR MOMENT ;.IPS) (KIPS) (K -FT) (KIPS) (KIPS) (K -FT) 1 7' 3 --o. 41 Iii, -00 -11.81-71 0.71 --7.89 I 2 - 10 J'9 1.48 7.91 -0. 89 -0.82 2.82 3 _; Cl. 84 0.88 -2.82 -1.26 -0.50 8.54 4 4 5 1. 26 Cl. 50 -8.54 -1.20 0.42 74 6- 1.25 -0. 24 -8.73 -1.31 1.15 0.62 J 6 7 1.3i -.1.•15 -0.62 -1.78 1.47 -10.05 7 7 8 1.87 -1.36 10.05 -i.96 2.01 -25. ?,5 8 8 9 2.49 1.59 25.34 -2.50 -1.89 0.00 5145~401 MAXIM"M STRESSES OUTER t=L!S. INNER s=LO. WEB SHEAR RATIO LOAD RATIO LOAD RATIO LOAD 0.847 1 0.935 1 C•i.,1t,- •_.(1 0.789 1 M-17:111, :ER _� E:, Aid~, pr!:if{1.1i! T Ri;Ti!_Iti 0.724 = 0. 407 1 0.818 1 0.711 1 0: -288 1 11-1.818 i !%:711 i OUTER _, LE �NMER' t=LrC clE WEP * WEB- * 1 0. 988 1 1. 6: 8 1 !1'{.447 1 * F-L'r`.!S!JE * N 4r1 i F•tR s s ivIL{Tri '!'• ; rC- Tn1CF,:d'� 5 vc i.�ilrl �;•; TI_}•i !!_r�� }. IFi_-:KNES_� NIC��• T!-!1CKI•;_._•., � {�' WELD ( I "L ) , ? Pi. ) ('i .. (IN.) T t TN. ? * (TN. ) 1 _i, I •-,50 - ,'h 2 7, 119a !. 1_ 5l _ ;-�u ;��{i• _1 - _ Ji -S •1 _ 'G14:1ti !. 18F, - i 9!= !�1, i _.50 •J 'Iv BVI.` -1 i ?_ 0. t.� , / c i700 IS i —_ 1,�C 0. 1 _ S 1 0. 1 4 b. 1-2: y. j' ._. ii!ti= 0. 1.875 01 1ISel 0. 12R50 !'7,cj ,`_i; "!!~'1 E,_1_ 1 x.75 ill, t 7 --.g IG{. 1:=JIC~! C• c. �:'4: !�1. 1. �75 1. =.;7!;, 0. 160 ` !c,, j 1 s7`. 0.- 125 `, ili"t 0. 2, i.•` -5. 04{0, 0. =,1 a i'i 0. i i96 1. 1=Ls1 �r ��. 4'• �c !Ci. C 7 c ;" _ r_ii�l til 0, i;15 VG_ 0. 11 -`� 6 ili: 12 5 0 5145~401 MAXIM"M STRESSES OUTER t=L!S. INNER s=LO. WEB SHEAR RATIO LOAD RATIO LOAD RATIO LOAD 0.847 1 0.935 1 0.40F, 1 0.789 1 U_!, 988 1 0. 638 1 �I!. 71 C = 0.724 = 0. 407 1 0.818 1 0.711 1 0: -288 1 11-1.818 i !%:711 i 0.288 1 x!.715 = .%!. tc4 !x.413 1 1. 789 1 0. 988 1 1. 6: 8 1 !1'{.447 1 !x!.935 1 0.41-716 1 BOLTED SPLICE BOLTED SPLICE BOLTED SPLICE Il) m IJ] r,� r+i co CO M F- P- LL- CO rrl Ali I`- X r o r r1 I OWZZ 3: cc r-1 u I,LI IT R, r- u7 rr . .Ll rr, 17:! G w) rn IT z•. !]:t I!D rrri + r CID Cr .. L17 U-) 1.010 d71�7 C[ z M.- IJJ LLl /11 �D LD LEI LL! - .� tr7 1 -IJ a- If� W L J I - LO I:IJ IZ ,; I:N FI Lf"i Lf) I ri 17Y i. a --I ,-, I:iJ -- . 11J? -1 M IT M I:IJ r+J . '''!Ld LL r l -I 1 . 1-1 r i7 n {•IJ 'w"1• co r+l Cki I 1.0 cri ' r[ IJJ rz lL t"•��l !,� IBJ .N ���I r+� L' I -I 2 r-1 . TI W v' L7 IF- 1,0 f.17 T i _ - 11.1 LD 'u Cr:I 111 Lu I- Lu - 17L F- z ._ tom• P- li"! Li'7 t-.. ; •- M _1 IJJ ' -x W !'fi L,J 1- i J U.1 17 .J I'_7:�: 4.71,4.1 �'t1�11 I:IJI:LI Cy>-, • , 0- �; Gl • {til r�� ,y;e, r�� i f} rr_ e7:r 1_ 1._:: 1 I, 1 - . Liz 40 Lf'] LL `t, ! �: rD I I r-- .c C uJ t�u O • -:r w t.Lir,,.i w M W -t LD G h'j M M r^'j is; m r-5 i�i in —4 --4 F r- cri G rz) 'D IS, LTI -D ISO 6 U-3 C.; 6 6 m 0 r -1 :44 :4c ww ly) _j -'t Gl (XI U) LD cncn—kDLD w 9) (j) Ix ZZ {-- LLJ ro w - I LE..iSJ rl M fl M a-5 m m ri r,5 0 LIJ ITJ . . . . . -i -C -'� rD f�i rn'jr,'j f,.i —1 M � � 1� 1-•1 r a Ul LLJ Ld_j •-•- & cd s (n r-•1rr S lU rij GO in cn co . . . . . U-1 Z a_G, ID Ljj— Ul M.— i:l rX 1-q Z-1 W LO cri a Lq I'D 1"::: �A co co CCI ro m (f) hi CO 6:33 11) IM On CC Q LLJ Ql: U.1 r C7 rL*";Tt rj� ri-i F-1 Fri S C-70 �51 CD I-- Cc LI i C.) Ln rel It 0) G1 rl-- ".),j 1-- 0 i,.j:! 0-1 LO 0w"' Z> .0 kD CO O -J I-; rfA CD "Il 7.E. tnJ rj -:r w t.Lir,,.i w M W -t LD G h'j M M r^'j is; m r-5 i�i in —4 --4 F r- cri G rz) 'D IS, LTI -D ISO 6 U-3 C.; 6 6 m 0 r -1 A W _ Cr _ E1 El 01S,S LIJ DJ Cr)rr1 j - t4 J --� t,a t— cT T ICj ry ..Jh ED ID ID ry +2 111 1H 1.1) L.CJ a] ry i_ CO t — Ltl —!f1 Sri IlD D 1< _.I W • 1t71f7 11 � I:J I -•i . III 117 f 1 it a: U71 CE cr 1.11..,. GI G" I—OID U.4 LI! :ti. I'-- the I- _I D. I,FD 1=1 tJ LU .. 01 -D •ri I�ti.l LL eY.: laJ i tJ CD I I-� 1'I � A p cam ov O *; a$;- f R r cr ~ ^ w r.. IN+ C C1 w a r R w w M .�w •'w � � M w R ?R w w � rA► s M fr .R.. 1► w O O R A ^ N A a w » g a L or Iowa ,R. w O w w i 06 Oft d = ,• : w r. Pii • w ►� o N a r a a v 01M � I& A A M • to a A O w C R IT j Ir 2 . O R N w . fe � A p cam ov O d a$;- f R C ^ w r.. w a r R w w M .�w •'w � � M w R ?R w w � rA► s of w w ~ w O O R A ^ N A a w » g a L w ►� � N a r a a N 1+ A A M • to a i 1 'kocr +AY +K. R. to RV, '!y Ilya LIVE DEAD WIND*DEAD WMID ON SIDEWALL wpm ft .t FIC. 4 Kim COLUMN AND BEAM ENf�IMALL 'ROD BRACING .......Man i � yr 1 � ' f Y r ' }� <•� +y'� . N�MFLfI NMf/:1 AW►IlI NMIr1.0 s A A i� awc AUG ENOWAL�—&f. A!1 N FIG. '.f WAA NOW o"m ow SA CA as ea COLUMN AND BEAM DCWALI. • .� otMlr ..rr ROD BRACING_ z SC-3 -3 .irf �� � Y a r. � ' i � y' < = r5 - h� r `'• w1 C ,. �i ,r. 2 �t y.Y ar 1>.k a Sdf � �� ' ry td�� ' � rt. tr�" j'�'� t •, �.R � yY ��y} . � ;'�I 1.. T j . � �� � � ♦� a�� � 11 �,, i d. �� . � � �. 1��u i+ � k .. �. 1 ..' (1 C �� •, �. 'i. r •' l YS .. 9q` i kr ii � ii'Y�41iA► �._ Y' : pj, !` tt ''ice _ • - r A ' ANG _ hw tession rod Mahn }mth dimsetioe of wind teres. FA red - Allowable mist stress. FAA - Actual axial strop. F'6 = Allowable bending etre". . ; FDA. - Actual beading *erase: F -K - Feet hips. r. FT - ,AllowaWe tession *tress in rod bracing. ' FTA -. Actual t ssion stray im rd bracing. INTERACTION RATIO - Combined mist heading. K _ Kips, L -10misim roan between aedwall coisbss. LEEWARD - Side is tin dirrctlea tmsfd whicb the wind blows. M - 900diag Sament. • MOM P - smadhg moment. - Anid fan.. ,.��.'. �., RN - Ned*astel reneloa ander wind loading an .the and of the andwdl. . inhriei . ODIUM& ; t RNA - RorisoNd see an under wind loading on windwad comer coffin. 'I RUE . - Nedsastd reaction sedge wind loading on lnward comer alarms. RL - Vertical reectian under Lw plus dad loading. RV - Verlied raactioe under dead loading. ttvn :I -'Ver/ied meaetiop Under wind hiding an wiadwad ' 4 RVE corserm:eiame, - Vertical reaction urdsr wind loading an leewod oorsar colons. k; RX -Radius of gyration of a Machan about tin major sale: RV. -. Radius of glrration of a section anent the adder axis. � ` kYT - Radius of�rraties of a "T" sectlem' ca♦p mod •af .tlna catrpraartlaa , BMW sad Intl of the web of the section is 4wstles about as ads is M phtna of the -web. .. SX - =ethrw'.edalw eb6irt a jar axis: ' -' LAW p1me Deed load is idps/A. 011114016m.: l WINDWARD - SW spas which the wise blots. Al 'D' OF Ti - DES. , TV, � SCAL- A X -3-t \ i ` � r,! ir�t�F f �C>Y_ F�f'"t ��k,�1A �a' ., � • t �;`�'ii :.t �^���1jly'yMrR.. Ff �' .� t .. 1!y<'°U"r,�? 5•� r., .(N \ y". i7.2t6 At .:L:•- -Page 1 - C O L U ,M N ANDBEAM E N D W A I_ [.: DESIGN Bldg Width = 60,0 Ft. Eave Height = 16.0 Ft. Live Load = 20.Ok p= -•f a iDaySpacing= 2.la i=t. !'{n;_,f Slope = i, ti+;`12 Wind Load= 1q. 00 P sf Pur Sp.ac, = 60.0 in. Girt spacng _. 96.0 i Load Lad = 20 psf Wind Coe 1 r 1 =`.-ient5 - C = i'•: C . 4 L^ = -0 7; c � � 1 - _ -1 t��.8�� C4 -4:.7k9. 5C12 ROOF BEAM111 399.5# Live Load , Dead Load Analysis: As. -•!.;me Max Moment W(L) (i.)/l0 = 9.74 F -K (W = 0.244 KIFT ) FBA = M (1c').'SX = 27.91 X=tI Q =31.31 KSI FBA/FB = 0.8912 MaxWIND LOAD + DEAD LOAD ANALYSIS A=s!ir!i'_1 Moment= W(L)'.L)%1'v_'I = -9.24 F -K. (W =-'0.231 K/F 1 ) FBA _•M020% = 26..46 KSI FBS 41.74 KSI FBA/FB = 0.6344 M I 'J L.•i'J CORNER =:l I_I �I_{Jrll1 LEFT 64.3# ,Y,• 55,00 h_l `XC -- 1.97T'• TYL = v_i 5 IN4 Area = 0.84 IN2 G = O.G3 SXT = 1.58 jN3 RX = 1.07 IN RY = 0.92 IN Live Load + Dead Load na ysi :. P = ISL = 1.97 1;. I PS FAA = P/A = 2.34 KSI FA = 12.18 KS I Wind Lo&A + Dew Load Analysis -- Wind On Endwall: Wind Is :Distri'_;t t'_d To S dWal.l. Bracing By Gists And Eave Strut Wind Load + Dead Load Ai-;:al.y_.i _= - Wind On Sidewalk : RHA - 4�. ,�,t� _ RVA-_ -1. G; K RHE - 0.00 {', R.E - -1.87 K MIOPI -. 0,00 F -K { EA = 0.00 KSI FB = 32.48 KSI P = RVE -- _..1.87 KIPS FAA = 2.22 KSI FA - 43.99 KSI Interaction Ratio - T05015 - Pam 2 - 806 CORNER COLUMN RIGHT 64.3# FY = 55.00 RSI SXC = 1.97 IN3 QC = 9.35 IN4 Area = 0.84 IN2 O = 0.63 SXT = 1.98 IN3 RX = 3.07 IN RY = 0.92 IN Liva lead * Dead Load Analysis: P = RL = 1.97 RIPS FAA = PZA = 2.34 KSI FA = 12.18 KSI WiRu clad + Dead Load Analysis - Qird On Endwall. Wind Is Distributed To SideA l Bracing Ey Girts And Eave Strut Wind Load + Dead Load Analysis - Wind On Sidewalk RHA = 0.00 K RVA = WE K RHE = 0.00 K RVE = -0.95 K MON = _ 02 Fm! FEg = 0.00 KSI FB = 32.48 KSI P = ROE = 95 KIPC FAA = 1.13 KSI FA = 43.99 KSI Interaction Ratio = O.C257 , E&WALL BRACING @# kind Eerce 00) = W*(CI»H122+C2¥H2-C3;H3-C4,H4Z2) = 1.53 KIPS /\acing Tension\T>= BWFZCos(ANG) = 1.69 KIPS I R aced ea5 Of 1/4 Dia. EHS Cable Allowable Tension = 4.42 K IPS TIAT = 2.423/6 0 0 0 CO co 0:1 U] LL 0-1 CL 07! LL 0.1 CL CO z? — 071 Cf) z 7:1 t 0) U) Y - U -1 I'D G, r.T*I 0 rl- U -i G S Cr, �i rl- U-) rs) 110 b-) (-3 a. to I'll "Ll U-) G ID If) 1"7 r -j oi 6 Z 11 11 It 11 H .17 H 11 11 it 11 .4 ¢ -P Uj M Lj- (u al rm- IT LL I I I.L. LL 0) L' -.l lj7 Cr. L;71 cri w CO LfJ rj rU u-1 3 LO III i In it H ch 10 If) > N i:,j H LL: W CX) cr, rd J..1 13:1 IT, Cl W 1'+7 Ln ;,-E cn I'D _j 1.3 -1 C1 0 Lf -.1 "I r1l CIL U-) I:_,_ Ul' 2 - it i m II Ix z z LLJ > t7 f1l u; a' Lil I--- eme M 1. 1 Cr_ ti 1y 2f I.L CYl rr, Ln clo III LL LT, LT) Iq .:r fj 0- [i! -L Us -zr rij CL U LL CO it ;.T It _0 0 1)) Qt M -1.0, .-j CL id 00 u -j L -L rl I 1-0 07 r -u f�;, 131 r- CClU-)`t 3 . (17IN) 4.s 1111 11r. 1-1, f94. 111- 11 b - N H H it 11 71 aj ro D, 11 it _0 tJ ci C =tS it Cc 4J > 11 C.1 >- CQ im 5" U LL 17.3 4- U- U. — CL U LL 0- r L- Ut-1 — Ll :`u•IERLCAN• BUILDINGS COMPANY'S STANDARD PURLINS AND GIRTS ARE LIGHT CAGE 8 x 2!1 lIZ11 9 •i X 3 "Z" AND 12 T3-, "C" SECTIONS (WITH STIFFENED FLANGES) COLD -FOR: -IED FROM 55,000 PSI YIELD STEEL. THE SECTION PROPERTIES AND CAPACITIES COMPUTED IN ACCORDANCE WITH 1986 AISI SPECIFICATIONS ARE: DIMENSIONS, PROPERTIES AND CAPACITIES IN , ,/ 11 32 T T I" 50° X X 81� 50 X X 9.5 X T X i2" 1. -11 a, 22 3e * ALLOW ALLOW THICK. AREA SHEAR BEAM SECTION WT. .Ix S Rx Ry (IN.) (IN.)2 (LB/FT.) (IN.14 ON.)3 (IN.) (IN.) STRESS STRESS f y f b 8516 0.060 0,86 2.92 8.25 1.83 3.10 1.26 (5 52 33.0 8215 0.067 0.96 3.25 .9.18 2.05 3.10 1.25 6.91 33.0 8214 0.073 1.04 3.54 9.97 2.27 3.10 1.25 8.23 33.0 8213 0.082 1.17 3.96 1 1.14 2.68 3.09 1.25 10.43 33.0 BZ12 0.090 1.28 '4.3 4 12.18 2.99 3.09 1.24 12.62 33.0 9.5215 0.064 1.09 3.71 14.87 2.56 3.69 1.49 4.34 33.0 9.5214 0.073 1.24 4.22 16.90 3.11 3.69 1.49 5.68 33.0 9.5ZI3 0.079 1.34 4.56 18.23 3.38 3.69 1.48 6.66 33.0 9.5212 0.090 1.53 5.19 20.66 3.90 3.68 1.48 8.69 33.0 9.5Z11 0.096 1.62 5.52 21.98 4.27 3.68 1.48 9.92 33.0 12C13 0.090 1.81 6.16 37.97 5.51 4.58 1.25 5.28 33.0 0 12C12 0.105 2.11 7.16 43.96 6.39 4.57 1.24 7.22 33.0 12C11 0.120 2.40 8.15 49.86 7.86 4.56 1.23 9.48 33.0 * EFFECTIVE SECTION MODULI USED FOR BENDING CALCULATIONS. ** SHEAR STRESS LIMITED BY THE FORMULA Fv=83,491/(h/t)2 < ,4Fy MAX. ALLOW SHEAR (KIPS) 3.41 4.42 6.28 8 32 2.47 3.67 4.66 6.90 8.39 3.38. 8.56 12.81 MAX. ALLOW SHEAR (w/wind) (KIPS) 4.55 3.89 8.37 11'09 3.29 4.89 6.21 9.20 11.19 7. IT II .41 17.08. MAX. MAX-. ALLOW ALLOW MOMENT MOMENT (w/wind) (F'T KIPS) (FT KIPS) 3.64 7.52 6.24 8,32 7.36 9.81 8.23 10. 97 7.04 9.39 8.54 11.39 9.29 12 39 10.73 14.31 11.75 15.67 15.13 20.20 18,12 24.16 21,60 28.80 I MOMENTS AND SHEARS USED IN SELECTING "Z" AND "C" SECTIONS AND CONNECTIONS FOR AND GIRTS WERE FOUND BY STIFFNESS METHOD OF ANALYSIS. THE PURLIN TO MEET VARYING LOAD REQUIRaIENTS, THE "Z" AND "C" MEMBERS SHALL BE OF SIMPLE SPAN OR ' 3'-0", 4'-0" OR 5'-6" OVER THE INTERIOR FRAMES TO FORM A CONTINUOUS BEAM, THE PURLIN LAPPED SECTIONS WERE THEN DESIGNED FOR: THE MAXIMUM COMBINATION AT THE BEGINNING AND TERMINATION OFOVE THEILAPS. -THE DOUBLEENTS ANDR THE MOMENT AND SHEAR AND WERE ALSO CHECKED FOR THE MAXIIMUM NEGATIVE MOMENTS OVER THE INTERIOR FRAMES."C" SECTIONS THE FOLLOWING PAGES SUPPORT THE SECTION AND CONNECTION USED. SCALE: OWN. BY: CKD_ BY; APP'D 13Y- By* TELlOYNl POST Nl;Cpp DATE PURLIN AND GIRT rA.,.E3.CA., BUTI.D2N08 CALCULATIONS """' lc �' - - N� 8ER SC - 4 -1 (86) R7 6 - 89 PURLIN AND GIRT rA.,.E3.CA., BUTI.D2N08 CALCULATIONS """' lc �' - - N� 8ER SC - 4 -1 (86) R7 re CONNECTION DESIGN 3-0 1_5„ 1„ THREE FOOT TYPE LAP BOLTS — 1/2" DIAMETER MACHINE ( ASTM A307) Fv = 10.0 KS I ( TABLE 1.5.2.1 AISC ) Fp= 1.5 Fu = 1.5 x 70 = 105 KS I ALLOWABLE SHEAR - F= 10.0 x 0.196 = 1.96 KIPS/BOLT ALLOWABLE BEARING - F = 2.51 KIPS (18 GA.), 3.14 KIPS (16 GA.), 3.92 KIPS ( 14 GA.) THREE FOOT TYPE LAP SECTIONS — ALL ASSUME LOADING AS BELOW F._. GL FRAME F i i i 1R= 2F LOAD DIAGRAM M (a) FRAME' CL = GF CL FRAME I-Ktt tJQUY OF LEFT "E" M 0 FRAME CL = 1.42 Vb x 2 HENCE, THE ACTUAL MOMENT AT THE CENTERLINE OF THE LAP IS DIVIDED EQUALLY IN THE TWO "ZEES" ASSUME Vb= 3.92 KIPS ( 2 x 1.96 KIPS) M q_= 1.42 FT. x 3.92 x 2= 11.1 FT. -KIPS (>10.70 FT. -KIPS, 9.5512) IT FOLLOWS THAT THE STRENGTH OF TWO SECTIONS IS AT THE LAP CENTERLINE, AS THE MOMENT RESULTING FROM Vb CAN BE IN EXCESS OF THE MOMENT STRENGTH OF ANY SINGLE SECTION. SCALE: DWN. BY: CKD. BY': APP'D BY: ISSUE DATE: TELEDYNE POST N 13496 DATE 6-89 PURLIN AND GIRT I ANMMCAN4&BVI2 Moa CALCULATIONS [Y•AYU torr�r• �`�o�r. DRAWING NUMBE^ R `Y S C — 2 REV. UMBER 3 AMERICAN 6UILDINGS COMPANY SECONDARY FRAMING DESIGN j0 NUMBER: 11-456 1ESCRIPTION: 'LRF^ f016 -_0X60 198GAISI --loe(F,--- TuWidth L�th Ridue ,it R.u_l Ele .SoSlope(R) No.BaysL P =_.OOT EO. ��.OOOFT O.OO FT 1.00012 1.000/12 L S.Wall E.ave Ht. Lean -To Width* ---5 Wall Type G'_1 Sp_. Girt Type Overhang Front: 1 E:. OOOFT . --T Left . V S I O. GOOF T Rear 1 F . 000FT 0. OFT Right; B S 1 O. OkrOFT Codi at:. _ VnE AM, Coastal' DL -_-LOLL. LL ----G Snow WL M h WL p=_.f UBC 1 N 1.20 0.00 20,0 -0.00, N. Yi0 , 16, 00 !MPORTAN ;E FACTOR ---- _ . ---------------------------------------1,0-�_ __ L 1. 'i1 NOW FACTOR -----' --- ,------ Load Lomb.1 WW - Load Comb 2 WL+ Z Spacings(IN.); E8.03 56.00 36.00 D�eV Ci'n - --•Insert (F '-- Z_rtri` ---In . _one Co f-- --Ext.Zone r_ef-- T 5'ciA) L_'s Lt: Right it'1 Suction Pressure SICLiin Pressure 92.03 T N ,,, _. � 0.00 Y! I� 0 - 000 - -1.0 1 . 1 _. - - _. 1.20 - -1.10 - - - 1.20 No. ?,,,gin LAP S: _.t i� n Shr-, R: t io - --Bending -nd ng R. t ios• - :-efl. -B/S Comb,-- ;Ft) tf t, Sup.. Lap �'?up. Lap Midspan (L/XXX) Ratio Loc. - 121000 ! � J, 0 8 _ 1 u 0.20 0.00 0.00 0. !00 1.01 1 48 1.01 10!-0,' R 0..00 QKc0 0100 000 0.00 2 20.000 S l.r✓ 9/13 0.20 %.00 0,[0 1 a 01 0.10 :48 1.01 10.60 5 2&@00 L 0.00 l a 0.20 7, ~l e, �l tr0 iloi 142 i.01 10 .0.01 Tor ,l weight per run = 222.20 --------- Lbs. - Maximum stress ratio = - 1.011 zz ,.:I L O U + OU, L) CI cri C i CrJ Fi C:-1 CC I +LL li IT cr I_J —o Iii LiJ x,17 UI I CTIF- I- t 4- (DI a I 5- LL LL I In IS I ITj I K Is I_1 I a. i Go I yIs I J-+ I �I I tU = 3 I >6 1 1 S 1 0 I:U I I t I [r •-I I I Ops I wl (LI I 0- J iSI I I rLID r, C4 '-I „ t'J7 �-! I •v I I CU i I MIS i -3 L r+ I 1 I I CI L, L i CU ED I a I CIGI I LrJ I 13 �- rn - I CI I _J . I rn 1 1 I > ru LL 1-d j l> 1 1 J Is i r• L1.1 I h I --I fro i "S': I rri -v .iI 1 r1.: I ' I.1-• qT I ISI i ,-i 1 JI:IJ _y I LiJ �! fr.1 I.J . I Iii L- I Car (LI I TJ h-1--• 1 111 CSI I —11 r::'r 1 IL! ! :a: 1 1 I _., IiJ ! i RI C%I I ! ! J LLL I ! .i -i- I IU h- I r� �� i r.l r•7 I L_� LL I dU CS, C., 1 I I :r iLI 1 3 1 1� I tJ - , i lILL I Ia - Ill 0 f I t, r., 1? . Fj 1 'J U 1 r -L I-] I >,J ! Ili I! i ie - h I F- i Cil LL Cr- I UD t- Tl TJ TT r 15 ;F, Cl C. J J J r!J LL j ru A MO�IF lii rJ I r;1 C UJ I I I I . I .-•-I est cn • CJ 1 i:!J 117 r -- r- r- ccl r U In •,-+ ! I_4 CCI C. '•• ++ 1 „ rU rli I I CC I I o) rn1 r +F-� is,, s 1 _ LI • 0 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN JOB NUMBER: 51-4564 1 DESCRIPTION: R. S 60 _ 5 `.c i. i 8t to I S I - - --_-- Te Width 1=nrth Rinne Dist. R. I=1e�_ Slope(F) Slope(R) N Ba sLr; CO.O'O T V 00FT 30. tiO' _=FT O.;.O FT 0001.000/12 3 -__._ S. Wall Eave Ht. L_:=r,-; Width* Typ_ Col Spc. Sint jype--Over�ha Front: 1600F• 1T O. lith= T * . Left . P 1 0.0000 Rear . 16. OOOFT 0.00:=T *Right: B S I 0.00W --------------------- - ---- - ---------------------------------- Code -Cat. 6 Zone Ex -os. Coastal )L COOL. LL 6Sn=wit • WL � WL Psf I' 1. LKS i�. �i�! 20.00 �/'. ��4' 4:'. i�O 1000 IMPORTANCE ANCE `� ACTOR .---- SL . - 1.00 _----WL.-__1 _i�`,-- _ -SNOW FACTOR ---- 1.00 ':* .mac **;. FRONT T W GIRT Sf U:ARE *E***** Load Comb 1 WL- Lo.sig CG nb S WL + Z spat i ngs (! i•J ,• ) . 88..00 96,00 G.00 Design L --Iris%'(FT)-- _,Strip --Int.'one `'_ f-- -•--EZone Spe(Ifi, Cord. Lett Right (FT) Suction Pressure Suction Pressure 9&00 BY-1iAE 1 .. 4�:0 1.00 1, 0 -1.10 1. Stip-- -- -1.1'-- -1.10 _ No. "nan V& LAP Section -s.Ohr.Rat•:io- -.-Ba;-idinil Ratio_-- Def1 -B%S Comb. -- Xt) Sup. Lap Sup. Lap Midspan- (LIXXX) Ratio Loc. 1 19... 0 i 0.00 SZ 1 f_. 0.40 � 0. OSI 0.01 - 0. `i0 0. 90 230 1.05 - 18. 75 2 20.000 1 0.25 V i t i 0.26 0.51 0.47 0187 0.39 1 1 1 3 1.01 19.75 R 0.25 0.26 0.51 0.47 0 87 = 19.000 L 0.25 - t_ L 1 _. 0.30 0.59 0.47 0.87 0.90 230 1.05 0.25 Total .._ht T er run = 17 .57 Lbs. MaxMaximumstr.e s anti„ -_---0 1-11 N ml AL! is FULL COVERAGE 12' it . ' 42't I , +" • 4.-3.1 PARTIAL r-Rncc SECTION ENc,INFERINc; PNOPERTIES OF AMERICAN LONGSPAN PANEL METAL .TOTAL IGHT LAt IN BOTTOM FLAT IN I THK. T (SO. F1) Ix. — Fp (Irl) (IN) (IN!FTI (IN.YFTI (INA/FT) (IN 3/17T (PS.I.) ?6 GA titEEl 0.018 0.0194 1.05 0.031 0.033 0.031 0.037. 48,000 24 GA STEEL 0.024 0.0254 1.35 0.045 0.048 0.045 0.052 48A00 i I. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE' WITH. CURRENT A IS.I. i SPECIFICATIONS.' 2. MINIMUM YIELD STRENGTH OF STEEL IS 80,000 P, S.I. 3. STEEL PANELS ARE GALVANIZED WITH G 90 CLASS ZINC COATING. THE CORRESPONDING REDUCED THICKNESS SHOWN AS METAL THICKNESS WAS USED IN DETERMINING SECTION. j PROPERTIES. i i SPAN MAXIMUM TOTAL UNIFORM 'LOAD IN P. S.F CONDITION L. 2*-0� L•3-0 L.3-4" L.4=0 L.4'-6� L�5-0" Le.5:8 L=8-0 SIMPLE 284 at7 95 80 s2 42 35 29 108 7845. 32 23 17 13 24SPAN 2911 • 132 107 74 39 33 STEEL`'S7 IBB 1 78 56 42 --1— J-'SPAN 370 18a 3 73 s9 32 202 1)49 41 O 44 33 25 4 -SPAN 34ej 154 �711,527517 214 �905 663 SS 46 38 46 lS 27 f,IMPI E 304 I /+ 138 98 78 til y+ 43 , 84 45 33 25 19 418 24 18b 150 104 '82 87 55 46 STEL GA SPAN 367 287 195 � 1 79 E 520 231 Is? 130 103' H3 59 56 3 -SPAN 89 5g 797 209 121 85 62 47 36 4 -SPAN 48tl 218 175 121 98 ' 78 84 54 3os 222 t29 90 88 49 •38 1 TOP VALUES BASED ON BENDING. BOTTOM VALUES 'BASED ON ALLOWABLE DEFLECTION OF & FOR �*a ANO' ALLOVABLE DEFLECTIONS MULTIPLY VALUES TABULATED BY .750 AND .500 RESPECTIVELY. 2. FOR WIND LOADING MULTIPLY TABULATED ANDIOR CALCULATED'VALUES BY 1.33. SCALE: DATE DRAWN MY 7-84 • LONGSPAN 'PANEL CNSCIIto my. luo NAA KAyW DIMENSIONS AND PROPERTIES 09S10NA1R'p eY r,9" .r. cK o 1oATr. LOAD TABLES DRAWING , NUMBER ' S C -5-1.0 2 . q `V V 1JENDING 1 u u R • 6.928 C I Fd• BY AISI -LINEAR- METHOD 8.30.529 1 ��1 I viva ELEMENT LENGTH Y Ix �2 IO • �J y V 1JENDING u u R • 6.928 C I Fd• BY AISI -LINEAR- METHOD 8.30.529 x 0.018= 0.550 ��1 I viva ELEMENT LENGTH Y Ix �2 Z_ '' e4 LONG SPAN PANEL ..nx. Y�/4=-v r.w. CALCULATION OF SECTION PROPERTIES • SC -5* -1.1 3 1JENDING TOP FLAT IN COMPRESSi{1N W/T FOR ELEMENT 0 2 X0.430 ..48.667 B/T _ Ft 48.0 KSI 71 �1 -W 30 529 EFFECTIVE R • 6.928 C I Fd• BY AISI -LINEAR- METHOD 8.30.529 x 0.018= 0.550 IN. 6/2.0.275 IN. ELEMENT LENGTH Y Ix �2 IO 0,275 (D 1.770 .27 1.188 0.327 0.388 OF ELEMENT - 1.909 0.594 _ i 1.051 0.624 0.208 ® 0.264 0.047 _ 0.012 0.001 1.000159' ® 0.094 0.094 0.009 - 9 ` a7f>r 0.233 IN. If/2-1-022+0.208 Ix • O.884x2x 0.018-0.0321N.°/FT. o.oa: -1.2301N.3 3 �- 2 Ix/2 1230-6377(0.233 0.884 IN.3 Sx� Tse A'-T3Mt -0.0331N /FT MMsx•Fb x Sx-48,000x 0033.1.5849Y BOTTOM FLAT IN COMPRESSION K/F . ASSUME 17 0.3 55 IN. ELEM NT F W/T m 20.4 6 KSI q, 8/T _EFFECTIVE B m 15.031 KSI 3.880 106.056 55.566 49.488. 0.891 IN. B 20.456 KSI 4.523 128.778 48.4 78 50.626 0.8731N. BY AISI *LINEAR* "METHOD r 0.4561N. fkiM_ZNT LENGTH Y m 0.438 0 1,188 LY 0.520 LY2 0.618 Io OF CLEMENT i •• 1.770 ® 0.891 0.594 _ 1.051 - , , 0.624 0.208 ® 0.264 0.873 0.047 _ 0.012 _ 0.001 ® 0.456 0.094 0.082 ' 0.008 i 4.692 sss Y' 4sss -Q-3551N. Ie/2.1.25i+0.208.1.459 1 IN 3 1251- 0.208 8 Ix•0.866x2xO.018Q0.031IN4/FT.. Sx• Ti 3 0.0371N /FT. Ix/2.1.4 g9- 4.692 s (0.356), • 3 0.868.IN DEFLECTION m MNAx•FbxSx•48,000xO.037.1.7T61N-K/FT TOP FLAT IN OMPRESON WIT FOR ELEMENT Q • 48.667 a FC • 48.0 KSI 8/T• s�fiC c�f jam,*" y� • 37.108 EFFECTIVE 8 • 37.108'x 0.018.0.6681N 6.928 8/2 ■ 0.3341N. BY AISI LINEAR, METHOD FL =6iN � 6..3; XLY 1.554 IN2 XLY • 1.106 IN.3 Yi0.241 IN 1x/21. 0 3 +0.208-6.43�0.249)�0.9401N iIo 0.208 IN' ; Ix•0.94OxO.018x2.0.0341N. 4/FT '' e4 LONG SPAN PANEL ..nx. Y�/4=-v r.w. CALCULATION OF SECTION PROPERTIES • SC -5* -1.1 3 4 GJIIL 1` I: RR 4 RI RTI ES AN ARCHITE( PANEL ZWTALROTAL COJC- �K IGHT 396 IN% THY( woorm (own F67 '41 1 (141 (04) (IN) • Va— x 4 S., 1. 26 muxu q ;00179 - -194 41.66. j,0j 0.0263 00346 0027 -2-6 (A* 0.02" 46.000 STEEL 17.0239 025441.68 1 1.3% 0.031" 04d" CLO I SECTION PR WAVE BEEN CALCiAATCD IN - SPECIFICAT;Q7 wTw'cLwieCNT AISA. 2. WNWAL04 'VIELD STRENGTH OF VgJX IS 86A00 pSl. 3 STEEL /NOELS ARE GALvAm"D WITH ago CLASS ZINC COAVING.THE CORRESPONDING REDUCED YWC"ESS SHOWN AWVV AS*MgTAL THICKNESS' MMS USED IN opga" SECTION PROPERTIES.No& GA. SPANION MAXIMUM TOTAL UNIFORM LOAD IN P&F 1•4-- 0"1 L•d. 6' 3 24 - SIMPLE 7-4 1 too 7 2 tC .A 6 CA '2�SPAW 4 41 1 19 STEEL 96 67 As STEEL 28, A 3. SPAN By- so 4 39 at 17 14 7 -spAod 71 7 4 —Ti -- I' W.A 21 S64KE S7 67 09' 7 do' 26. :.2e G I - %FAN 17 11 jt '-SPAN —IF --Tr- 7 3 24.. 70 40 t 12 157. 44 4 -- top 7s 59• 41 32 20 13 y 4 -SPAN 11 jo - w 1 44 3d14 i 1 Top VALt&-& AQE BASED ON SENDING: 2-1 6WT00A IALUCS ARE QASCD ON egrLECT" (kftO. rW L*40 AND L4f,6 ALLOVAag. DefLECTift ULLTIPLY VA .. I . ! "S TAOXATED BY CL?S AND CLW r&SpCCf"Ly. - FW a i WIND. Or'" NONE oAts II ARCHITECTURAt. PANELS 7- al9c, - I DIMENSIONS. AND PROPERTIES LOAD TABLES SC -5-2.0 2 f .:r PANEL PROFILE 24' CROSS SECTION 4% ENGINEERING PROPERTIES OF AMERICAN STANDING SEAM PANEL t METAL THK. (IN.) TOTAL THK. (IN.) IWEIGHT (SO, FT.) COMPRESSION I COMPRESSION Fb (P.S.i.) (IN. FT.) (IN.3/FT,) (IN4/FT) (IN.3/FT) 24 GA. STEEL 0024 0.02541 1.42 0.119 0.070 0.118 1 0079 30,000 1. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT A I.S.I. SPECIFICATIONS. 2. MININKRA YILLD STRENGTH M. SfEf_L IS 50,000 PS.1. 3 PANEI S ARE CALVANI7F Q 017 ALUMINIZED STfFL THE CORRESPONDING REDUCED THICKNESS, { SHOWN AS"ME TAL IHICKN(:SS" W%lj USED IN OF tERMINING SrC110N PROPERTIES i 1. TOP VALUES ARE BASED ON BENDING BOTTOM VALUES ARE BASED ON ALLOWABLE ! DEFLECTION OFFOR AND A ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABU - IATED BY .750 ANtS .50p ACTIVELY, 2. FOR WIND LOADING, MULTIPLY TABULATED AND/OR CALCULATED VALUES BY 1.33. [SCALE: NONE DATE STANDING SEAM PANELMosN Yt /. rl,l [WAYI• :�rr Ali*AMA I._�..or� DIMENSIONS AND PROPERTIES • t 1 i4 I t SPANS L■d'-U" L=3'-4" L:4' -O 7-W- 6- L=5' 0- 1 166- 28 —TYE142 1 i 1. TOP VALUES ARE BASED ON BENDING BOTTOM VALUES ARE BASED ON ALLOWABLE ! DEFLECTION OFFOR AND A ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABU - IATED BY .750 ANtS .50p ACTIVELY, 2. FOR WIND LOADING, MULTIPLY TABULATED AND/OR CALCULATED VALUES BY 1.33. [SCALE: NONE DATE STANDING SEAM PANELMosN Yt /. rl,l [WAYI• :�rr Ali*AMA I._�..or� DIMENSIONS AND PROPERTIES • t 1 i4 NUMBERMAXIMUM X11'w TOTAL UNIFORM LOAD IN PSF SPANS L■d'-U" L=3'-4" L:4' -O 7-W- 6- L=5' 0- 1 166- 28 —TYE142 1 14 3 2 99 783 275 2 00 24 GA. STEEL 3 1 98 7g 215 t 5q7 q 205166 115 229 167 i 1. TOP VALUES ARE BASED ON BENDING BOTTOM VALUES ARE BASED ON ALLOWABLE ! DEFLECTION OFFOR AND A ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABU - IATED BY .750 ANtS .50p ACTIVELY, 2. FOR WIND LOADING, MULTIPLY TABULATED AND/OR CALCULATED VALUES BY 1.33. [SCALE: NONE DATE STANDING SEAM PANELMosN Yt /. rl,l [WAYI• :�rr Ali*AMA I._�..or� DIMENSIONS AND PROPERTIES • t 1 i4 HALF SECTION ■ 1'-0" • 1 tom• 9.626 BENDING Top FLAT *I COMPResSION 1r/T FOR ELESKNT Q • MY .68.89 Fe ■ 30.0 KSI T• 5.477 IIr/Tlcw • 31.22 s 31,89 EFFECTIVE 9 • 0.750 IN O11 ANSI "LINEAO- WETM00 ELS N9TM 11 LY LY= Io OF ELEMENT. © 0.110 2.000 1.500 3.000 - 6.669 1.203 2.224 2.675 0.391 Q 0.190 6.203 0.162 0.003 0.011 O�t 13023 3_ 5.709 0.402 � ■ �e� ■ O.lN w If'-, 5.706 • 0.402 + 6.110 INS 0, t11 ■ 6.110-13.O2S 10.894111 4.064. M• Ix • 4.994 ■ 0.024 ■ 0.119 INs/FT 1 8.0 - to Sr •410 ■ 0.010 �ti F T MNAx ■ Fc ■ S x • 30.0 ■0:070 ■ 2.100 IN-K/FT i " HALF SECTION • 1'. O" 0.9" 1 j x TV t 9.620" I Z T Of _f T _�SQ SSION ASSUME Y • 1.400 IN Is •� 3D•p ■ 20,0 KSI � ■ ELEMENT i • 5.292 9/T ■ 11. 1-47-146 EFFECTIVE 9-47.185 x 0.024 •1.132 IN 9/2 ■ 0.566 IN {I/fl 911 A1S1 "LINEAR" W9TMOe tL[M[NT LENIN Y" LY LYS .Io OF ELEMENT 0.600 2.600 1.560 4.056 0.019 0.900 2.190 2.205 5.402 oos{ 4 0.710 2.000 1.500 1.649 1.203 2.224 2.616 ; 0.1„ 0.203 0.162 0005 0.0 1 0' 7 ISJ39 p,4 j 1.400 41 r . •�� ■ ?i • 15.139 • 0.461. 10.620 'INs"' Zs ■ IS.O20 - 9.Is1/1.100/�• 1.911 M� Ir ■ 4.911 r 0.024 •0.118 INS//T i S• °1s �-3 •0.019 IN'.-OPT . Mrex . FO x Sr ■ 30.020-07962.3? IN-K/FT I `SCALL' NONE OATS OWN. sr: J. K•c, 10 -4-77 T7LCUIATIOti STANDING SEAM PANEL -090. ow: D.E.G. 10-4-77 �� anol saora9 APP'D ow: D.E.G. 10-4 -7TI OF SECON PROPERTIES �~""� ~��-� "sum ISSUE DATE: 01R AWWG : SC -5- 3.1 Ialrese i �ule� •ott wall 1 -v..r, a e.rKi r4 .?... f1w - •r q2% � I+V,yy+,���` ����_ � t�g,.';�3F�r� �•��' � rF R. � k ��1 f�' �"Y��' ��w4��'�t,i ry - '. r `tT"� c,.t. .R k ! .• +C t t 1 a - i"A�, ` .� i • s * r.. Y'F +,, iya;l „r +� r., c a;;�� �+.. u+i^? i�.it` titxl.:� s.t►., �i iR• 0S73 0.2 ozo9 -- 30.000 1 SECTION PRUPERiIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT ALSI SPECIFICATIONS 2 MINIMUM YIELD STRENGTH 3. OF STEEL IS 50,000 PSI. PANELS ARE GALVANIZED WITH ASS ZINC COATING. THE CORRESPONDING REDUCED PROPERTIES THICKNESS. SHOWN ABOVE AS'METAL G90 CLTHICKNESS' WAS USED IN DETERMINING SECTION NUMHER __.------- - t)1 TANS _ -_--- MAXIMUM TOTAL UNIF[)RM LOAD IS p S F' L=4' O' L=5 O' - 24 GAGE - 1 L=6' -O' L--.-- _ 346 221 153 L=10=0 L=12=0' L=14' -O' 432 L=W;O- 2 221STEEL 346 22t 128 54 29 56 16 _ 26 21 3 1040 153 96 t0 431 277 308 130 67 39 39 26 7 4 815 417 192 LOB 69 24 4tli— 259 -• _?41 t02 52 30 35 t6 27 ------ — a85 1d0 - 19 443 238 tOA 64 45 33 13 25 TOP VALUES BASED ON OF 3kr FOR -L q * 32 20 BENDING ALLOWA. BOTTOM VALUES BASED 14 AND 500 RES7PECTNVELy 2 BENDING ON ALLOWABLE DEFLECTION BLE DEFLECTIONS MULTIPLY VALUES VALUES HAVE TA BEEN INCREASED BY BY .750 1.33 FOR WIND LOADING,BULATED SCALE GATE MAWN 1r 7- cN[cR[oer d4 SHADOW PANEL a[ •.LGDIMENSIONS AND PROPERTIES .... • h�ADEICK'D IOA TE N A"sr LOAD TABLES L ..SEI CK [U►AU\A _ 4WNA DRAWING NUMBER ' S C - 5--4. Q A[r No .k —1`1v 'T '" PANEL PROFILE •0 •116 78 t 31" �32� -0rl 12 — 2 „N'5, 5e12'16 T 12' ! 1. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT A.I.S.I. SPECIE ICATION& 2. MINIMUM YIELD STRENGTH OF STEEL 1$ 50,000 PSA 3, PANELS ARE GALVANIZED , WITH G90 CLASS ZINC COATING. THE CORRESPONDING REDUCED THICKNESS, SHOWN ABOVE AS 'METAL THICKNESS, WAS USED IN DETERMINING SECTION PROPERTIES. ENGINEERING PROPERTIES OF AMERICAN FLAT PANEL MAXIMUM TOTAL UNIFORM LOAD IN PSF L■4-0' METAL TOTAL WEIGHT TOP FLAT INSOTTO R FLAT IN F 1 L•16'-0' THK (IN.) THK (IN.) (SOFT) x x x (IN /FT) (IN /FT) (IN4/FT) (IN4T) (PSI) 186 376 24 GA STEEL 0.024 0.0254 1.63 0.538 Q 233 1 0.282 1 Q1627 130,000 2 203 928 ! 1. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT A.I.S.I. SPECIE ICATION& 2. MINIMUM YIELD STRENGTH OF STEEL 1$ 50,000 PSA 3, PANELS ARE GALVANIZED , WITH G90 CLASS ZINC COATING. THE CORRESPONDING REDUCED THICKNESS, SHOWN ABOVE AS 'METAL THICKNESS, WAS USED IN DETERMINING SECTION PROPERTIES. 1. TOP VALUES BASED ON SENnING. BOTTOM VALUES BASED ON AL.L(7WABLF DEFLECTION OF 4a. FOR * AND ib ALLOWABLE UL.I•LLCTIONS MULTIPLY VALUES TABULATED BY .750 AND ,500 RESPECTIVELY. 7., RENDING VALUES MAY BE INCREASED BY 1.33 FOR -WIND LOADING. v NUMB MAXIMUM TOTAL UNIFORM LOAD IN PSF L■4-0' L•S-0' L -6 -Or L■8'-0' L■10:0' L■12'-0' L■14-0' L•16'-0' AM D. EY: SPANS 24 GAGE STEEL 1 290 734 186 376 129 218 73 92 46 47 32 27 24 17 18 11 2 203 928 130 475 90 275 51 116 33 59 23 34 17 22 13 14 3254 727 --l- 162 377. 113 216 63 1 91 41 1 47 28 27 21 17 16 11 44 23T 772 395 105 229 59' 97 38 49 26 29 19 18 15 12 1. TOP VALUES BASED ON SENnING. BOTTOM VALUES BASED ON AL.L(7WABLF DEFLECTION OF 4a. FOR * AND ib ALLOWABLE UL.I•LLCTIONS MULTIPLY VALUES TABULATED BY .750 AND ,500 RESPECTIVELY. 7., RENDING VALUES MAY BE INCREASED BY 1.33 FOR -WIND LOADING. v I SCALE: DATE 12'FLAT PANELD11AWNBY: DIMENSIONS AND PROPERTIESDESIGN LOAD TABLES LYIAULA ALAMMA EAD CNECKEOEY: AM D. EY: DRAWING ; NUMBER SC - 5'- 5, O O CK'D. ATE. ISSUE DATE. 11 -88 28E PANEL PROFILE ♦O ♦1� . 7- 831' 31' -0 F 1 21• 16' ENGINEERING PROPERTIES OF AMERICAN FLAT PANEL METAL THK (IN) TOTAL THK (IN.) WEIGHT (SO. FT.) TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION Fb (PSI) Ix (IN4/FT.) Sx (IN3/FT) Ix (IN4/FT) Sx (IN3/FT.) .24 GA. STEEL 0.024 0.0254 1.471 0.450 0.172 0.212 0.122 30,000 1. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT A.I.S.I. SPECIFICATIONS 2. MINIMUM YIELD STRENGTH OF STEEL IS 50,000 PSI. 3. PANELS ARE GALVANIZED WITH G90 CLASS ZINC COATING. THE CORRESPONDING REDUCED THICKNESS, SHOWN ABOVE AS 'METAL THICKNESS' WAS USED IN DETERMINING SECTION PROPERTIES. 1. TOP VALUES BASED ON BENDING. BOTTOM VALUES BASED ON ALLOWABLE DEFLECTION OF Thar. FOR 3;a AND j6 ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABULATED BY .750 AND .500 RESPECTIVELY. 2. BENDING VALUES MAY BE INCREASED BY 1.33 FOR WIND LOADING. SCALE: DATE 16' FLAT PANEL DRAWN BV:EUTAUTA",;ALAaA.A CHECKED BY: DIMENSIONS AND PROPERTIES C.C. J.W N. 10-89 DESIGN APP'D. BY: LOAD TABLES DRAWING EV. NO. MADE CK'D. DATE ISSUE DATE: 11-88 NUMBER ' SC -5-5,1 NUMBER • MAXIMUM TOTAL UNIFORM LOAD IN PSF OF L=4' -O' L=5-0' L=6-0' L=8'-0' L=10 -0 -11 -OZ -0- L=14-0' L=16-0' SPANS 1 215 137 95 54 34 24 18 13 24 615 315 182 77 39 23 14 10 GAGE 2 153 98. 68 38 24 17 12 10 STEEL 697 357 207 87 45 26 16 11 3 191 122 85 48 31 21 16 12 547 280 162 68 35 20 13 9 4 178 114 79 45 29 20 15 11 580 297 172 73 37 21 14 9 1. TOP VALUES BASED ON BENDING. BOTTOM VALUES BASED ON ALLOWABLE DEFLECTION OF Thar. FOR 3;a AND j6 ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABULATED BY .750 AND .500 RESPECTIVELY. 2. BENDING VALUES MAY BE INCREASED BY 1.33 FOR WIND LOADING. SCALE: DATE 16' FLAT PANEL DRAWN BV:EUTAUTA",;ALAaA.A CHECKED BY: DIMENSIONS AND PROPERTIES C.C. J.W N. 10-89 DESIGN APP'D. BY: LOAD TABLES DRAWING EV. NO. MADE CK'D. DATE ISSUE DATE: 11-88 NUMBER ' SC -5-5,1 e 63 164 16" NET COVERAGE PANEL PROFILE - 23'-0 , 32 -32 16 - O 9. j6 ==j164 ,-Q- 5° 2" •0 16" 1 - ENGINEERING • ENGINEERING PROPERTIES OF AMERICAN LOC SEAM PANEL METAL TOTAL THK THK WEIGHT (IN.) (IN.) (SO FT.) TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION Fb 4x 3x (IN /FT.) (IN /FT.) 4x 3 x (PSI) (IN /FT.) (IN /FT. 24 GA. STEEL 0.024 0.0254 1.425 0.182 0.103 0.078 0.095 30,000 22 GA. STEEL 0.030 0.0318 1. 782 0.227 10.139 0.106 0.121 30,000 1. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT A. I. S. I. SPECIFICATIONS. 2. MINIMUM YIELD STRENGTH OF STEEL IS 50,000 P.S.I. 3. PANELS ARE'GALVANIZED WITH G90 CLASS ZINC COATING. THE CORRESPONDING REDUCED THICKNESS, SHOWN ABOVE AS 'METAL THICKNESS', WAS USED IN DETERMINING SECTION PROPERTIES. 1. TOP VALUES BASED ON BENDING BOTTOM VALUES BASED ON ALLOWABLE DEFLECTION OF' L . FOR 24o AND ,4o ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABULATED BY .750 AND .500 RESPECTIVELY. 2. BENDING VALUES MAY BE INCREASED BY 1.33 FOR WIND LOADING. I SCALE: DATE 16' LOC SEAM PANEL DRAWN BY: Eurwuu AaASAwA CHECKED BY: DIMENSIONS AND PROPERTIES DESIGN AMD. BY: LOAD TABLES DRAWING REv.No. MADE CK'D. DATE ISSUE DATE: 10-89 NUMBER :SC -5-6-0 0 NUMBER MAXIMUM TOTAL UNIFORM LOAD IN PSF OF L=4'-0' L=5 -O7 L=6' -O' L=8�-0" L=10'-0" L=12'-0' L=14'-0' L=16-0' SPANS 1 128 82 57 32 21 14 10 8 24 248 127 74 31 16 9 6 4 GAGE 2 119 76 53 30 19 13 10 7 STEEL 255 131 76 32 16 9 6 4 3 149 95 66 37 24 17 12 9 200 102 59 25 13 7 5 3 4 139 89 62 35 22 15 11 9 212 109 63 27 14 8 5 3 1 173 111 77 43 28 19 14 11 310 159 92 39 20 11 7 5 . 22 2 151 97 67 38 24 17 12 9 GAGE 348 178 103 44 22 13 8 5 STEEL 3 189 121 84 47 30 21 15 12 273 140 81 34 17 10 6 4 4 177 113 79 44 28 20 14 11 290 148 86 36 19 11 7 5 1. TOP VALUES BASED ON BENDING BOTTOM VALUES BASED ON ALLOWABLE DEFLECTION OF' L . FOR 24o AND ,4o ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABULATED BY .750 AND .500 RESPECTIVELY. 2. BENDING VALUES MAY BE INCREASED BY 1.33 FOR WIND LOADING. I SCALE: DATE 16' LOC SEAM PANEL DRAWN BY: Eurwuu AaASAwA CHECKED BY: DIMENSIONS AND PROPERTIES DESIGN AMD. BY: LOAD TABLES DRAWING REv.No. MADE CK'D. DATE ISSUE DATE: 10-89 NUMBER :SC -5-6-0 0 • *1 DET SEE NOTES: . �• WHEN JOINING MATERIAL OF DIFFERENT THICKNESS, THE THINNER MATERIAL SHALL GOVERN. Z FLANGE SPLICES MAY BUT DO NOT NECESSARILY OCCUR AT WEB SPLICES. 3 -IF FULL BEARING OF FLANGES ON THE BASE PLATE IS NOT OBTAINED, WELD BOTH SIDES FOR CORRECTIVE MEASURE v—DETAIL C&D %LTERNATE KNEE DETAIL FOR BUILT -Up STRAIGHT COLUMNS vim. iH�L o DETAI L 'A' BASE" A = FILLET SIZE SAME AS WEB THICKNESS MINUS is ( HOLD 6' MINIMUM) B = FILLET SIZE SAME AS WEB THICKNESS ( HOLD 41"* MAXIMUM ) C = FILLET SIZE SAME AS FLANGE SIZE ( HOLD s MAXIMUM ) A 3D B4 -G1-3 ucilorn STANDARD WELDS RIGID FRAMES (BUILT -Up SECTION) rA& 2 2:1�R_- DATZ 8.89 Y %.�Y �" -.• "i" r- z r.,,, .. gar, _: • •I DETAIL" E" SHOP SPLICE DETAIL C d D FIELD SPLICE ( BOLTED) . t DETAIL "C" FLANGES OVER a THICK 483 -GI S_t> S ,6 e 4-t< e _ , , AB4-GI-5 20' AB4-GI 'TYPICAL BUTT JOINT FOR FLANGES OVER Y THICK DETAIL E, SECTION It B—B11 TYPICAL BUTT JOINT FOR WEBS 'A Y 2 DETAIL MD"-- FLANGES THROUGH '4 THICK A84 -,G BACK GOUGE NOT REQUIREG TYPICAL BUTT JOINT FOR FLANGES THROUGH' 4" THICK szcm. STANDARD WELDS 3 RIGID 'FRAMES ( BUILT-UP SECTION) r'Gi 22.2 Ditrz 89 SC6-2 0 � •I NOTE: WHEN JOINING MATERIALS OF DIFFERENT THICKNESSES THE THINNER MATERIAL SHALL GOVERN. BA B A A C CORNER COLUMN. BASE I B KNEE WELD SIZES A, B $ C A a FILLET SIZE EQUAL TO WEB THICKNESS MINUS is ( HOLD 3"MINIMUM) . B FILLET SIZE EQUAL TO FLANGE THICKNESS" MINUS !s ( HOLD aQ MINIMUM) . C FILLET SIZE EQUAL TO FLANGE THICKNESS. ( HOLD se MAXIMUM ) "cmm STANDARD WELDS ENDWALL FRAMES (ROLLED SECTIONS) FACT '^ DTZ 8 89 0 0 FIELD SPLICE NOTE': FOR WELD SIZES A,B AND C SEE "STANDARD WELD" SHEE AB4-G1 INTERIOR COLUMN TYPICAL BUTT JOINTS FOR WEB AND FLANGES OVER a THICK SHOP SPLICE AT RIDGE (AS SHOWN) USE SAME WELDS ON SHOP SPLICE OCCURING ALONG SLOPE. PIPE COLUMN FOR "M" BUILDING TYPICAL BUTT' JOINT FOR FLANGES AND WEB DOTE. FOR WELD SIZES. THROUGH '"THICK A. B, & C, SEE DETAIL E AND SECTION 'B "STANDARD WELD" SHEET NO -3 cam{ rhe: STANDARD WELDS ENDWALL FRAMES (ROLLED .SECTIONS)..Gi DATZ • - . y L, W -• s, v T Standard Specifications for American Buildings Company PAE-ENGINEERED METAL. BUILDINGS INDEX Section I: General Section 2: Structural Steel Design Section 3: Basic Material Specifications Section 4: Structural Frami* Section 5: Roof and Nall Covering Section 8: Miscellaneous Material Specifications Section 7: Painting Section. 8: Accessories Section 9: Erection and Installation Section 10: Building Anchorage and Foundation SECTION 1: GENERAL 1.1 SCOPE 1.1.1 These specifications cover the materials and the fabri- cation of metal buildings designed and easily erected to he weather tight. 1. 1.2 'These specifications arc an oiflline of performance to insure that the architect, engineer, huilder •md/or owner understand the basis for design, mauufuclure and application of all rinte•rican iWildings compaliy's nu•lul building systems. 1.1.3 Due to a conlinttiug progrum of researclt and development, specifications in this manual are suhject to change without notice. 1.2 BUILDING DESCRIPTION 1.2.1 Rigid Frame, Clear Span (LRF) is a continuous frame building with a roof slope of 1;12 consisting of tapered columns and rafters. Continuous sidewall girls by-pass the columns. 1.2.2 Rigid Frame, Clear Span (RF) is a continuous frame building with a roof slope of 4:12 consisting of tapered columns and rafters. Continuous sidewall girls by-pass the columns. 1.2.3 Rigid Frame, Interior Column (LRF -111) is a continu- ous frame building with a roof slope of 1:12 cdnsisti'ng of tapered columns and rafters and one, two, three or more interior columns. Continuous sidewall girls by-pass the columns. 1.2.4 Tapered Beam (or Girders) on Columns, Clear Span (CC).is a continuous frame building with a roof slope of 1:12 con- sisting of tapered beams on unifornn depth columns. The bottom flange of the tapered beam is horizontal. Simple span sidewull girls are iusel into tho column line. 1.2.5 Lean-to (1,'1') is a building extension with u roof slope from side to side instead of ridge to sitle. These units usuall • have Ihr s:une roof slope :u►d ),if t dcyign as the bmilding to which then are ultaeheel. 1.211 Low 1,14111,14.1, (hear ti nu► (1.112) is a tvnflivaous frame liuilding wilh a rout slope of S: 12, consisting of lupered beams uu uuifurfn depth colunfus. 'I'be hutluof fl:a►gr of thelapere�d beam is horizontal. Simple span sidewall gifts ore inset into file colunut line. 1.2.7 F.m� profile, Interims ('oluum (LP2-M) ix a t onliuunus frame building with u roof slope of %:12, consisting of tapered rafters on nnifor►n depth columns an(I one, ht.o, three or more interior colun►ns. Simple spall sitlewull girls are inset into the eoho►oi line. 1.2.8 Low Profile, Clear Span (LI'4) is a continuous frame building with a roof slope of !):12 consisting of uniform depth columns and tapered or uniform depth rafters. Simple span side- wall girls are inset into the colgumn line. (Due to lower profile, • .P building requires use of American's Standing Scam II Roof Systrm.) 1.2.9 Low Profile, Interior Column (LP4-M) is a continuous frame building with a roof slope of %:12 consisting; of tapered rafters on uniform depth columns and one, two, three or more in- terior columns. Simple span sidewall girls are inset into the column. line. (Due to lower profile, building requires use of American's Standing Seam II Roof System.) 1.2.10 Low Profile, Single Slope (LSS) is a continuous frame, clear span building with a 14:12 roof slope from side to side instead of ridge to side. Building consists of tapered columns and rafters. Continuous sidewall girts by-pass the columns. (Due to low pro- file, building requires use of American's Standing Seam 11 Roof System.) 1.2.11 Low Profile, Single Slope, Interior Column (LSS-M) is a continuous frame building with a 15:1$ roof slope from side to side instead of ridge to side. Building consists of tapered columns and rafters and one, two, three or more interior columns. Continuous sidewall girls by-pass the columns. (Due to low profile, building requires use of America f►'s Standing Seam 11 Roof System.) 1.2.12 Single slope, Flush -framed (SSF) is a continuous frame, ulnar span Imilding with a 9:12 roof slope from side to side hnstead of ridge to side. Builtling col►sists of uuiforuf deptl► colutims and uniform depth or tapered rafters. Simple spun side- wall girls are inset into the column line. (Duty to low profile, building recguires use of American's Standing Seam 11 116of System.) 1.3 BUILDING NOMENCLATURE 1.3.1 Roof Slope (a) 1" of rise for each 12" of horizontal run ("LRF," "LlIF-M." "CC") ` (b) 4" of rise for each 12" horizontal run ("RF"). (c) I" of rise for each 24" of horizontal run (LP2, LP2-M). (d) 1" of rise for each 48" of horizontal run (LP4, LP4-\f, LSS, LSS-1%4, SSF). 1.3.2 Building "Width" is measured from outside to outside of sidewall girts. 1.3.3 Building "Save height" is a nominal dimension measured from the bottom of the base plate on the column to the intersection of the roof and sidewall sheets. 1.3.4 Building "Length" is uteusured from outside to outside of eudwall girls. 1.3.5 "Buy Spacing" shall he 20', 25', or 30' between frame centerlines (except at end buys) unless otherwise specified, for buildings whit Artchitec+torul or Lung Span wall ►;mels. 1.3.0 "Bay Spacing" shall he 20', P,•1', or O8' 4wIween fne l•:u centrelines (except at end hays) for buildings with Shadow I':u►els. 1.4 DRAWINGS AND CERTIFICATION I A.1 1)ra%%•ings: American Builcliugs Confpany shall Furnish complete erection drawings for the proper identification and assembly of all huilding components. These drawings will show anchor bolt settings, transverse cross-sections, sidewall, endwall and roof frattning, flushing and sheeting, and accessory installation details. 1.4.2 Certifications: Standard drawings and design analysis shall bear the seal of a registered professional engineer upon re- Es nest. Design analysis shall be on file and furnished by American ilding;s Company upon request. s i SECTION 2: STRUCTURAL STEEL DESIGN 2.1 GENERAL 2.1.1 All structural mill sections or welded up plate sections shall be designed in accordance with AISC's latest "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings." 2.1.2 All cold -formed steel structural members shall be de- signed in accordance with AISI's latest "Specification for the De- sign of Cold -formed Steel Structural Members." 2.2 DESIGN LOADS 2.2.1 The following criteria for live loads and wind loads shall he followed in the design of standard building components: .t: .LOAD LIVE WIND ? DESIG- LOAD LOAD APPLICATION NATION (ptsf) (psf) . CODE eet or exceed minimum loa "A" 20/12 15 ntof Uniform Building Coded "B" 20/12 25 BOCA Basic Building Code ..C.. 20 25 Standard Building Code D 25 15 Meets or exceeds most "E"30 20 common snow or local ..li,. 40 20 requirements 2.2.2 The building components shall be designed to meet the most severe conditions produced by the following load con►- �' binations: • (a) Building dead load plus roof live load (or snow) (b) Building dead load plus wind load (c) Building dead load plus wind loud plus one-half roof snow load (d) Building dead load plus roof snow load plus one- half wind load 2.2.3 Roof live and snow loads shall he applied on the hori- zontal roof projection. Wind loads shall he assumed to act horizontally and shall he applied as pressure and suction in accor- d:u,ce with N111b1A "Recommended Design Practices Manual." 2.2,4 Where 6,cal jurisdiction dictates, designs based on other t han above listed loads, couthinations of loads, or method of v loud application may be obtained upon special request. U SECTION 3: BASIC MATERIAL SPECIFICATIONS 3.1 PRIMARY FRAMING STEEL 3.1.1 Steel for hot -rolled structural sections shall conform to the.requirements of ASTM specification A-36. 3.1.2 Steel for all built-up sections shall be Atlantic Steel Covan 50, Republic Steel P-50 or equivalent, comparable to or ex- ceeding the requirements of ASTM A572 Crade 50 for plates and bars and ASTKI A607 Grade 50 for sheet and strip. Mininum yield V stress shall be 50,000 psi. Steel P-55 c r Steel quivalent, comparable to sections' exceeding equirc menti of'AS"I'M A607 Grade.55. Minimum Yield stress shall he 55.(X)(1 3.2 SECONDARY FRAMING STEEL 3.2.1 Steal oxod to form purlins, girls, eave struts and see tions shall be Republic Steel P-�Z or equivalent, cont .arable to or exceeding the requirements of ASTM AG(ro Crade55.�tinimum yield shall be 55,000 psi. 3.3 ROOF AND WALL PANEL MATERIAL 3.3.1 Panel material as �> specified shall be 26 gunge galvan- ized steel. coating designation GIX), conforming to the reymire. utents of AS'IAI A•1.16 (rade I•:. 80,IX)O 110. milli nttote yii•Id. nlress shall he 3.3.2 Panel ,,att-rial as Specified shall he 2,1 gauge galv:lo- ized xtecl,'eoaling desiguatfon (:•IN1, conforming to tiltrecluiri-- tuents of AST\1 A-146 Grate I), \lininaun yield stress shall hr 60,000 psi. 3.a.:1 I'uncl utateriul us sprc•ifird shall he •>8 gungealumiitinn eo"ted steel, (:ahaluutc as nt:untfactured by Bethlehem Steel V Corporittion or equal, with a minimum yield stress of 80,000 psi. 3.3.4 Panel material as specified shall be 24 gauge aluminut coated steel, Aluminized Type II as manufactured by Armco Ste: Corporation, or Calvalume as manufactured by Bethlehem Sjee Corporation or equal, with a minimum yield stress of 50,000 ps t SECTION 4: STRUCTURAL FRAMING 4.1 GENERAL 4.1.1 All framing members shall be shop fabricated for fiel bolted assembly. The surfaces of the bolted connections shall 1 smooth and free front hurry or distortions. 4.;1.2 All shop connections shall be in accordance with tl American 'Welding Society Code for Building Constructioi, Certification of welder qualification will be furnished when n ; quired and specified. 4.1.3 All frauting members where necessary shall carry a easily visible identifying mark. 4.2 PRIMARY FRAMING 4.2.1 Rigid Frame: All rigid frames shall be welded, built -n. "I" sections. Pile columns and the rafters may be either unifort ! , depth or tapered. 4.2.2 Endwall Frames: All endwall roof beams and endwa columns shall be cold -formed "C" sections, mill -rolled section: or built-up "I" sections depending on design requirements. 4:2.3 Plates, Stiffeners, etc.: All base plates, splice plate> cap plates, and stiffeners shall be factory welded into place on th structural members. 4.2.4 Bolt.11ules, etc.: All base plates, splice plates all,, flanges shall be shop fabricated to include bolt connection hole> Webs shall be shop fabricated to include brace rod holes an(! flange brace holes. 4.3 SECONDARY FRAMING 4.3.1 Purlins and Girls: Purlins and girls shall be cold , formed %" sections with stiffened flanges. 'They shall be pre franched ut the factory to rovide for field bolting to the rigie rames. They shall be sirnp�e or continuous span as required h. design. . 4.3.2 Eave Struts: Eave Struts shall be unequal flange cold formed "C" sections. 4.3.3 Base Angle: A base member will be supplied by whicl the base of the wall covering may be attached to the perimeter o;, the slab. This member shall be secured to the concrete slab "'ill ram -sets, expansion bolts, or equivalent anchors as shown on the ; drawings. 4.4 BRACING 4.4.1 Diagonal Bracing: Diagonal bracing in the roof and; ,sidewalls shall be used to remove longitudinal loads (wind, crane.) etc.) from the structure. This•bracing will be furnished to lengtk and equipped with bevel washers and nuts at each end. It ma% consist of rods threaded each end or galvanized cable with suita ble threaded end anchors. framing s hall�beeb acedslat rally compression glesacc nnectinurtotthi• Ks web of purling or girls so that the flange compressive stress is' within allowable limits for ;any combination of loadings, 4.4.3 Special bracing: When diagonal bracing is not per- mitted in the sidewall a rigid frame type portal or fixed base columns trust he used. Wind bracing in the roof and/or walls need not be furnished where it cap he shown that the diaphragm.: strength of the roof and/or wall covering is adequate• to resist the applied wind forces, SECTION 5: ROOF AND WALL COVERING 5.1 GENERAL 5J.1 W-30 panels shall he dither American LougSpan Panel, American :Architectural Panel or American Shadow Panel as specified. 5.1.2 lioof punels shall be American Long Span Panel or American Standing Seam 11 Panel as specified. AMERICAN BUILDINGS COMP lEufaula', Alabama 36027 4 0 �-) 5.1.3 American Lon ,Span Roof and wall panels as speci- fied shall be 26 gauge C90 alvanized steel, 26 or 24 gauge aluni-' num coated steel, 26 gauge pre -painted C90 galvanized steel, or 26 gauge C90 galvanized steel pre -coated with the Doubl-Lam® system. 5.1.4 American Architectural wall panels as specified shall be 26 gauge pre -painted C90 galvanized steel, or 26 gauge em- bossed G90 galvanized steel pre -coated with the Doubl-Lam® system. 5.1.5 American Shadow Panels shall be embossed 24 gauge C90 galvanized steel, pre -coated with the Doubt -Lam® system. 5.1.6 American Standing Scam lI Roof Panels as specified shall be 24 gauge pre -painted C90 galvanized steel, 24 gauge aluminum coated steel, or 24 gauge C90 galvanized steel pre - coated with the Doubl-Lam® system. 62 PANEL DESCRIPTION 5.2.1 American's Long Span Panel shall have major ribs 1 3/16" high spaced 12" on center. In the flat area between the major ribs are two smaller ribs. Bach panel shall provide 36" net coverage in width. All side laps shall be at least one full major rib. 5.2.2 American's Architectural Panel shall have a configura- tion consisting of ribs 13/16" deep. tilajor corrugations shall be spaced 12" on center. Panel design produces a decorative smooth shadow -line with semi -concealed fasteners. Architectural panels shall provide a 36" net coverage in width. All side [ups shall be at least one full major corrugation. 5.2.3 American's Shadow !fall Panel shall have a configora- tion 16" wide and 3" deep with a center rib 6" wide and 11i" deep. The panel design produces a completely hidden fastener panel. Net coverage of each panel is 16". 5.2.4 American's Stan ing Seam II Roof Panel shall have a configuration consisting of.' " high (3" including seam) by .4 ," wide rib, spaced on 21" ceq. rs. Panels shall be joined at the side - laps with an interlocking se in standing 1" above the major rib. t Each panel shall provide 24f net coverage in width. 5.2.5 Panel Length: Ali wall panels shall be continuous from sill to roof line and all roof panels shall be continuous from eave to 1 ridge except where lengths; become prohibitive for handling purposes. All end laps shall l -e at least 6" on roof and 4" on'walls. 5.2.6 Endwall Edge Cuts: All endwall panels for buildings with 1:12 or less roof slope shall be square cut. All endwall panels for buildings,with 4:12 roof.slope shall be bevel cut. SECTION 6: MISCELLANEOUS MATERIAL SPECIFICATIONS 6.1 FASTENERS 6.1.1 Stroctural Bolts: All bolts used in frame splices and in ceanncctionz of secondary framing to primary framing shall be. AS'l'\1 A307 or ASTM A325 as required by design. 6.1.2 Fasteners for Roof Panels: All. panels shall be attached to the secondary framing members by means of: (a) Alternate No. l: Self -tapping screws shall be carbon steel No. 120V' Type "AB" Hex -head, cadmium or'zinc plated,'assembled with 9/16" O.D. aluminum and bonded EPDM washer. These fasteners shall be Fabco "Top Seal' as manufactured by the Townsend Company or equal. (b) .Alternate No. 2: Self -drilling screws shall be carbon steel No. 12-14 x I" Ilex washer head. cadmium or zinc plated, assembled with 9/16" 0.1). aluninutn and bonded EPDM washer. These fasteners shall be "Teks" as licensed by Illinois 'Tool Works, Inc. or equal. (c) Alternate Net. 3: Self -tapping screws Shull be carhon steel cadnaiune Ideated with molded nylon head, No. 14 x 3;" Type "Ag " ussemble•d with 9/16" O.D. alaiminamn:ua(I banded F.PD\I washer. These fasteners sliall he Fabco ''Color-fixx" as maaoufactured, by tha•. 'l'oN1•ll.%co l (:omp:any or equal. (d) Alternate No. 4: Self -drilling screws shall be . cadmium plated No. 12-14 x 1" with molded nylon head assembled with 9/16" U:U. aluminum and bonded EPDM washer. These fasteners shall be Fabco self -drilling "Color-fixx" as manufactured by the Townsend Company or equal. 6.1.3 Fasteners for Roof Panel Side Laps: All Long Span Panel sidelaps shall be stitched by means of: (a) Alternate No. 1: Self -tapping carbon steel screws No. 14x:" Type "A", cadmium or zinc plated, assembled with 9/16" U.U. galvanized steel and bonded EPDM washer. (b) Alternate No. 2: Self-tappingscrews sha7.`: be .; carbon steel, cadmium plated with moldediaylon head, No. 14 x i" Type "A 13," assembed with 9/16" U.D. aluminum and bonded EPDM washer. These fasteners shall be Fabco "Color-fixx" as manufactured by the Townsend Company or equal. 6.1.4 Fasteners for the Standing Seam I1 Roof Panel Clips: All Standing Scam II Clips shall be attached to the purlins by means of: (a) Alternate No. 1: Self -tapping screws shall be curbon steel No. 12 x %" Type "AB" Mex -head, cadmium or zinc plated, assembled with a 9%16" O.D. aluminum and bonded EPD\l washer. These fasteners shall be Fabco "Top Seal" aF manufactured by the Townsend Company or equal. (b) Alternate No. 2: Self -drilling screws shall be carbon steel No. 12-14 x 1" Hex washer head, cadmium or zinc plated, assembled with a 9/16" O.D. aluminum and bonded EPD\•I washer. These fasteners shall be "Teks" as licensed by Illinois fool Works, Inc. or equal. (c) Alternate No. 3: Self -drilling screws shall be carbon steel No. 12-14 x 1%" Hex -head, cadmium or zinc plated; with a %" diameter washer head. 6.1.5 Fasteners for !Vail Panels: All Long Span and Archi- tectural Panels shall be attached to, the secondary framing members by means of: (a) . Alternate No. 1: Self -tapping screws shall be carbon steel No. 12 x N" 'Type "AB" flex -head, cadmium or zinc plated assembled with 9/16 O.I). aluminum and bonded k Pl)\I washer. These fasteners shall be Fubco "Tota Seal" as manufactured by the Townsend Company or equal. (b) Alternate No. 2: Self -drilling screws shall be curbon sfee•I No. 12-14 .x 1 Ilex washer Bead• e•achniun ur zinc plate(!, assembled with a 9/16" O.D. alumrinunr and bonded EPDM washer. These fasteners shall be "Teks" as licensed by Illinois Toul Works, fila or equal. (c) Alternate No. 3: Self -drilling screws shall be carbon steel cadmium plated with color molded in nylon head with sealing flange, No. 12-14 x 1'41" . The fasteners shall be Fabco self -drilling. "Color-' fixx" as manufactured by the Townsend Com- pany or equal. a 6.1.6 Fasteners for !fall Panel Sidelaps: All Long Span and Architectural Panel sidelaps shall be stitched by means of: - (a) Alternate No. 1: Self -tapping carbon steel screws No. 14 x %" Type "A", cadmium or zinc plated, assembled with a 9/16" U.D. galvanized steel and bonded EPDM washer. (b) Alternate No. 2: Self -tapping carbon steel screws cudmiuu plateal with color molded in nylon head with sealing flange, ,No. 1.1 x ". 6.1.7 1� ustcners fur Sliudow Panels:. "I'hesc fustcnc•rs stall be carbon steel, yellow chromate over zinc plate finish. No. 12-14 x l" self -drilling screws with u special %" x 1" rectangular locking nut. 6;1,6 Blind Fasteners: All blind fasteners shall be diumeter,high-streugihahunionne pop rivelsType•AI)Ilasnaauu- factuied by the United Shue \Iachinery Corp. or (Haul. AMERICAN BUILDINGS COMPANY Eufaula, Alabama 36027 Z-1 1 - 6.2 SEALANTS' 6.2.1 Closure Strips: The corrugations of the roof and wall Itanels shall be filled with solid or closed -cell, preformed rubber, neoprene or polyethlene. closures along the eave, ridge and rake' when required for weather tightness. 6.2.2 Metal Closures: The corrugations of the Standing Seam If Roof Panel shall be filled with a formed metal closure at the building eave. The closure shall be formed from 20 gauge aluminum coated material to the shape of the panel rib. 6.2.3 Sealer: Long Span Panel roof side laps and end laps shall be sealed with a mastic sealer 3/16" diameter for roof slopes IA or greater, and 11" x u" tape for roof slopes 11:12 or less. The material shall be a butyl base elastic compound with a minimum solid content of 995, Schnce-Morehead #5225 or equal. The sealer shall have good adhesion to metal and be non -staining, noncor- rosive, non -shrinking, non -oxidizing, non-toxic, and non-volatile. The service temperature shall be from -40°F to +300°F. The material shall meet or surpass the requirements of Specification Mil -C-18969, Type II, Class B, and Federal Specification TT -C - 1796A and AAMA 804.1. 6.2.4 Sealer: American's Standing Seam II Roof Panel side laps shall have factory applied mastic, Chemesco Sealum SM -603 or equal. Its composition shall be 905 solids by weight. Service temperature range.shall be -20°F to +200°F. 6.2.5 Sealer: All American Standing Seam II Roof panel end laps, ridges and eave closures shall be sealed with 1e" x 3/16" toppe mastic, Schnee -Morehead #5225 or equal. The material shall be non -staining, non -corrosive, non -shrinking, non -oxidizing, non- toxic, and non-volatile. Composition shall be 995 minimum solid with a butyl base meetinu performance of Mil -C-18969, Te I1, Class B and Federal Specification TT -C- 1796A and AAMAypp04.1. Service temtoerature swell bt•-•I(1°I' to +3(x)%.. 6.2.6 Caulk: All gutter and downspout joints, rake flashing lulls, ridge flushing Nits,'doors, whitlows, unci louvers shall he sealed with white -or burnished slate tignteuted acrylic bused caulk, Schnee -Morehead 15522 or cquu�. It shall meet or exceed the requirements of: AAMA Specifications 802..31'ype 1, ANSI -A- 134:1, ANSI -A-134.2, and ANSI -A-134.3: 6.3 GUTTER, FLASHING AND DOWNSPOUTS 6.3.1 Cutters and Flashing: All standard exterior gutters are embossed 24 gauge galvanized steel, with Doubl-Lam-0 finish in white or burnished slate. Standard rake flashing is embossed 25 gauge galvanized steel with Doubl-Lamm finish in white or bur- nished slate. In no case shall flashing be less than 26 gauge steel. 6.3.2 Downspouts: All downspouts shall be 26 gauge galvanized steel with color coordinated, Doubl-Larns finish, rectangular in shape. SECTION 7: PAINTING 7.1 STRUCTURAL PAINTING 7.1.1 All uncoated structural steel and' light gauge steel members shall be cleaned of all foreign matter and loose scale and given a onr Ind coat of American Buildings' brown oxide primer. I rimer shall be applied by the use of airless handguns or electro- static automatic. syste►tt. Pritner meets or exceeds the performance requirente•tds of Federal Specification 17-6361). 7. L2 Abrasions caused by. handling after painting are to be expected. Printer shall be famished to touch-ul> these areas by the contractor perforating field touch-up or field painting as specified in the contract documents. 7.2 PAINTED STEEL PANELS 7.2.1 li;tse metal shall he 26 or 24 gauge galvanized steel. 7.2.2 Prim• Coat: The base n►etal shall he pretreated and then printed with an epoxy ?)-pe primer for superior adhesion and I superior resisttuec•e to corrosion. 7.2.3 Exterior Coat: After priming, the exterior side shall he given a finish coat with a white polyester paint or a color silicone - polyester paint baked in excess of 500°F to a controlled dry film thickness of 0.7 to 0.8 toils. Excellent weatherabilityand resistance to coating deterioration Shall be evident when suhjec•t to the follos�ing tests: I Iuntielity Resistance: Im►pedialt-h• after removal trout cabinet, no more than 102 of exposed area shall contain more than "few #8 blisters", according to ASTM D-714, after 1,000 hours when tested according to ASTM D-2247. Salt after removal from cabinet, no more than R20% of exposed area shall contain blisters larger than #8 according to ASTM D-714 after 750 hours when tested according to ASTM B-117. Dry Heat Resistance: There shall be no change in color, crack- : ing, checking, or loss of adhesion after 168 hours in an air cir- culating` oven at 108°F t 5°F when cooled to room temperature. The 60°F specular gloss shall not have changed more than 505: Abrasion Resistance: The Taber %Vent Pactnt shall bel 00.0 or less when tested for 250 cycles on the 'Taber CS -10 Calibrase Wheel, SW gram load. Hardness: The pain film shall have a t►►inimun paint hardness of HB -H using "Eagle Turquoise" drawing pencils. Gloss: The gloss reading shall be 30 to 36 units on a 60 degree Gardner gloss meter for pleasing appearance and balanced reflec- tivity. . Painted Panel Warranty available only upon request and at extra cost. Vertical panels are guaranteed for 10 years. Horizontal panels are guaranteed for 5 years. + 7.2:4 Interior Finish: The interior finish shall have a white or parchment top coat over epoxy primer or an epoxy base coat,' white or parchment, with a clear polyester top coat. 7.3 DOUBL-LAM COATED PANELS 7.3.1 Base metal shall be 26 or 24 gauge G90 galvanized steel. 7.3.2 Exterior Finish: The exterior surface shall he covered ' with a 2 incl thick coating of Korud acrylic film, u pigmented all- acrylic palYmer. Bonding shall be provided by proper cleaning, adhesives, hent and pressure. Excellcmt weutherubility and resistance to coating deterioration shall be evident when subject to the following tests. Xenon -Arc Weather-Ometer: No noticeable chalking, fading, . loss of udhcsion or. other coating deterioration after 2,000 hours (ASTM U 2565). Humidity Resistance: No blisters or loss of adhesion after 11000 hours at 100% relative humidity, 100°F (ASTM D 2247). Adhesion: No peeling of film from intersection of two 60° knife cuts through the film over an inch diameter dimple pressed in the metal just short of rupture. Abrasion and Mar Resistance: 1.4 mils of the original mils shall remain on the metal after 1,000 cycles on the Taber CS-IOFwheel, 100 gram load (ASTi4I D 1014 MOD). The exterior finish is warranted for 20 years upon request. 7.3.3 Interior Finish: The interior surface shall be covered with Tuff-hae!. a 1.5 mil thick polymer, positively honde d to the: metal. SECTION 8: ACCESSORIES 8.1 WINDOWS 8.1.1 Standard Windows shall be hori `,Intal slide units finished with a bronze paint a'-0" x 3'-0" in Architectural and Long Span Walls; 4'-0" x 3'-0" in Shadow Panel \t'alls. They shalt be furnished cY0mplete with 7/16" hermetically sealed double glass. hardware, and half screen. Windows shall be self -flashing to Americans wall tanels. They shall conform to ANSI A134.1 and shall be certified by Architectural Aluminum X•lanufacturers Asso- ciation for high performance commercial construction FIS -112 -HP. 8. L2 Narrow Light Windows shall be wall units I' -4"x7'1%" having dark bronze aluminum frames Ia"x4" and 1" solar bronze annealed insulated glass. The glazing stop shall snap on using stainless steel spring clips. There shall be no exposed screws on the Glazing Bead. The glass shall he set against the fin using Butyl 'Pape and sealed on interior and exterior with GE Silicone to insure a ass slippage. seal rnd to enable truck shipment without danger of glass slippage. 8.2 PERSONNEL DOORS 8.2.1 Standard personnel doors shall be T-(1" x 7'•0" x 1 " manufactured front 20 gauge galvanized steel. 'They shall meet AMERICAN EUIB11LUINGSCOMPANY Eufaula. Alabama 36027 eaudj� ot butte OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Dale L. Green, Inc. ADDRESS: P.O. Box 375 CITY & STATE: Yuha City,CA 95992 IMPORTANT: SEE INSTRUCTIONS March 7, 1991 DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund due to expiration of Building Permit, Permit #20� 1-90B,E, AP#25-21-20, Receipt #58510, dated 1-22-90. Total Permit Fees Paid --------------------------------- $527.00 JZA--tain Plan Chprking Fee ---------------------- $164.00 Retain Building Permit Filing Fee-------------- 10.00 Retain Electrical Permit Filing Fee------------ 10.00 Total Permit Fees Paid--------------------------------- 184.00 TOTAL REFUND DUE ---------------------------------------- $343.00 TOTAL $343 00 I. the undersigned, declare under penalty of perjury that the services or articles claimed have been performed Vdelive d, end that this claim is true and c� qct as stated. Dated this /h/ y�p— o'.......`.......................day of !/�l., 19f.at.i....., Calif. ....../><L...... .,c........................ Signature o[ Claim ant I. the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above h been performed or de- livered and that there Is a Budget Appropriation E] or Specific Board Approval (Check one for / Dated this,,,,,,,,,? h .................. day of ,,,M X;G ,,,,,,,,,,, 19,,,9�et Oroville Cauf. < .............................. ...... ..P ..................... .... ...._..................... e eKment Heed or Authorize c d' 440-002 c p. 4210500 Const. Permits ........................................... ................................................PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. -1 COUNTY OF BUTTE -,DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. Com- C.0 ASSESSOR PARCEL NUMBE a Nwip (�S/l/../\ ZONIN BUILDING PERMIT OWNEREP SO. FT. OCC. BUILDING VALUATION 700 11 O W�E ;'S M_AI LING ADD R SS r -S CO TRACTOR'' NA L �H OS CACTOR'S MAILING ADDRESS (� y4 S Fireplace CbrNfTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ` y7Ck;; O� Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 r— Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEIEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE�+ SF ❑ Duplex❑ Mobilehome❑ Other_ Qj� rat SPECT FY�^ Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 1 110.00 e TYPE OF WORK Neri Addition ❑Re od I ❑ Utill�ities [IInstallation ❑ Other E] Desca work: t/`� �� /�rE� �F, _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10OV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. �/ Classification �~ License No. .3 ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. � 2hQSQft NEW CONSTR.MULTI-OUTLET NON•RESID BRANCH CIRC ITS 2,50 ea /POWER APPARATUS e� (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200606 SAL@30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indem if and keep harmless the County of Butte against all iabilities, jud ents, ostS, and expenses which may in any way accrue agaUts Coun in co equence of the granting of this -permit. X Da =2_-7(D Signature of Applicant — Owner [IContractorAgent ❑� An OSHA permit is required for excavations over 5'0 ' deep and demolition or construct- ion of structures over in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE 00 TOTAL FEE $ HA2 CUA PARK[SCHL F D PAR (� PO H ISSUE Th;s permit is nereby issued under sions of the Butte CountyCode and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date �3^stories ve i Receipt No. �"�1C CS//ri� WHITE-D.P.W.• YELLOW�-ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT STATE OF CALIFORNIA—RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor THE RECLAMATION BOARD ., 1418 Ninth Street, Room 455-8 Sacramento, CA 95814 '= (916) 445-9454 � I V E V RF.. a January 18,'1991 Permit No ..15593 GM Mathews Ready Mix/Wendell Green . 1548 Market Street -Yuba City, CA, 95991 29 �. '.,Enclosed is your Reclamation Board permit. Under Condition Four -of the permit, you are required to accomplish the work under the direction and supervision of the Department of Water Resources. Therefore, you must advise the Department at 3201 "S" Street, Sacramento, California 95816, telephone (916) 445-3942, at least ten days prior to starting work. We have enclosed an addressed postcard for your convenience. Please note that your permit describes the work you proposed in your application. However, this permit is subject to twelve standard conditions and contains special conditions which could place limitations on or require modifications to your project. Therefore, you are advised to read all conditions prior to starting work. The start of any work under this permit shall constitute an acceptance of the provisions of the permit and an agreement to perform accordingly. If you have any questions, please contact us at the above address or telephone (916) 445-9225. Sincerely, Donald L. J son, Chief C6116) 32¢-- 3 g� / Encroachmen Control Section Enclosures cc: U. S. Army Corps of Engineers Department of Water Resources DWR 3804-C (Rev. 5/89) STATE OF CALIFORNIA THE RESOURCES AGENCY THE RECLAMATION BOARD PERMIT NO. 15593 GM This Permit is issued to: Mathews Ready Mix/Wendell Green 1548 Market Street Yuba City,'CA 95991 To construct a steel 60 -foot -long by 60 -foot -wide by 16 -foot -high building on the left bank overflow area of the Feather River. The project is located east of the City of Gridley 0.28 mile upstream of Oroville-Gridley Road crossing. Section 33, T18N, R3E, M.D.B.&M. Feather River, Butte County NOTE: Special Conditions have been incorporated herein which -may place limitations on and/or require modi— fication of your proposed project described above. _ Vie• '�- � ^' The Reclamation Board, on the day of 19_, approved this application and the plans attached thereto. Permission is granted to proceed with the work described in this application, which is incorporated herein by reference, subject to the following General and Special Conditions. (SEAL) - Dated: JAN 1 8 1991 GENERAL CONDITIONS: ONE:TThis permit is issuedunderthe provisions,of Sections 8.700 - 8723 of the Water Code. TWO: Only work.described.in the subject application is authorized hereby. THREE: This permit does not grant a right to use or construct works on land owned by the Sacramento and San Joaquin Drainage District or on any other land. FOUR: The approved work shall be accomplished under the direction and supervision of the State Department of Water Resources, and the permittee shall conform to all requirements'of the Department and The Reclamation Board. FIVE: Unless the work herein contemplated shall have been commenced within one year after issuance of this permit, the Board reserves the right to change any conditions in this permit as may be consistent with current flood control standards and policies of The Reclamation Board. SIX: This permit shall remain in effect until revoked. In the event any conditions in this permit are not complied with, it may be revoked on 15 days' notice. , SEVEN: It is understood and agreed to by the permittee that the start of any work under this permit shall constitute an acceptance of the conditions in this permit and an agreement to perform work in accordance therewith. DWR 3784 (Rev. 9/85) (over) EIGHT: This permit does not establish any precedent with respect to any other application received by The Reclamation Board. NINE: The permittee shall, when required by law, secure the written order or consent from all other public agencies having jurisdiction. TEN: The permittee.is responsible for all personal liability and property damage which may arise out of failure on the permittee's part to perform the obligations under this permit. If any claim of liability is made against the State of California, or any departments thereof, the United States of America, a local district or other maintaining agencies and the officers, agents or employees thereof, the permittee shall defend and shall hold each of them• harmless from each claim. ELEVEN: The permittee shall exercise reasonable care to operate and maintain any work authorized herein to preclude injury to or damage to any works -necessary to any plan of flood control adopted by the Board or the Legislature, or interfere with the successful execution, functioning or operation of any plan of flood control adopted by the Board or the Legislature. TWELVE: Should any of the work not conform to the conditions of this permit, the permittee, upon order of The Reclamation Board, shall in the manner prescribed by the Board be responsible for the cost and expense to remove, alter, relocate, or reconstruct all or any part of the work herein approved. SPECIAL CONDITIONS: THIRTEEN: The -permittee shall notify the Department of Water Resources by telephone, (,916)..445-3942, at least ten (10) working days prior to start of work. FOURTEEN: That all trees and brush cleared shall be completely burned or otherwise removed from the overflow area of the Feather River, and no downed trees or brush shall be allowed to remain in the floodway during the flood season between November 1 and April 15. FIFTEEN:'. -That during construction of the shop building no stockpiling of material; temporary buildings'or equipment shall remain in the floodway during the flood season from November 1 to April 15. SIXTEEN: The proposed shop building shall be properly anchored at all times to prevent flotation into the floodway in the event'of high water. SEVENTEEN: That a detailed "as constructed" profile and plan view -of the shop building, including locations of all utilities, shall be submitted to The Reclamation Board upon completion of the project. EIGHTEEN: That the -overflow area shall be restored to at least the same condition that existed prior to commencement of.w' V s STATE OF'CAL•IFORNIA—RESOURCES•AGENCY GEORGE DEUKMEJIAN, Governor THE RECLAMATION BOARD � � � � � • 1416 Ninth Street, Room 4SS-6 Sacramento, CA 95614 (916) 445-9454 199 JUN 1 9 .15 1990 Mr. Wendell Green Dale L'. Green, Inc. General Building Contractor 1548 Market Street Yuba City,: CA 95992-0375 Dear Mr. Green: This',is.in response to your letter of May 23, 1990 requesting` The'Reclamation Board's 100 -year floodwater surface elegation, The elevation is needed for the parcel located at the'left bank:_of.the Feather River T. 18N.', R. 3E., S. 33 of -'Butte 'County: The Reclamation Board, in coordination with the June 1968 Corps•of Engineer's study, has determined the water surface elevation.• At this vicinity fora 1-00-gear--f-lood_of_150-000 cubic—feet—per second, the floodwater surface is 98 feet, NGVD Datum.------------------- .— ,,.. _ If you have any further questions, please contact Sam Brandon^` At (916.).'445-7674. 'Sincerely, a ' al'�- ARNOLD W. JOHNSON Chief.Engineer STATE OF CALIFORNIA—RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor THE RECLAMATION BOARD •h, 1416 Ninth Street, Room 455-6 Sacramento, CA 95814 (916) 445-9454 LL ��{{ C�t1I011M\P Application No. 15593 Director of Public Works County of Butte 7 County Center Drive Oroville, CA 95965 The Reclamation Board has received the enclosed Application No. 15593, from Mathews Ready Mix (Wendell Green) to construct a steel 60 -foot by 60 -foot by 16 -foot -high building on the left bank overflow area of the Feather River. The project is located east of the City of Gridley upstream from Oroville - Gridley Road crossing. Section 33, T18N, R3E, M.D.B.&M. Since there will be some environmental impact connected with this proposal, appropriate environmental documentation must be prepared by the lead agency. Your agency qualifies as a lead agency in this case, and appears to be the most appropriate organization to prepare the environmental documentation. If your agency concludes that either an environmental impact report or negative declaration is required for the project, please furnish the State Clearinghouse (1400 10th Street, Room 121, Sacramento, California 95814).-10 copies and The Reclamation Board one copy of the appropriate environmental documentation. We also require a copy of the Notice of Determination filed by your agency. As you know, the State Environmental Impact Guidelines require the review of environmental documentation by concerned and affected State agencies. If your agency declares the project to be categorically exempt, please let us know the categorical exemption class. We will take-f-inal-acti.on�on-thi_s-_application-a-s---soon--a-s-you tfu n 'hs evi_dence;;of„compl' ance withthe�Caly fornix -Environmental - fl.it y,- Act-of.__19,7.0-4nd—a-copy_-of�you-r=,formal;:._. actions-_on-7:!this. Qu.a pr-oposals:� � - a Butte County page 2' Please advise us of your general intentions in this matter within 20 days of receipt of this letter; otherwise, we will assume you have accepted the role as the lead agency. When contacting this office, please make reference to` the application number. Our telephone number is (916) 445-9225. Sincerely, Ken*Scribner Encroachment Control Section Attachment cc: Mathews Ready Mix (Wendell Green) 1548 Market Street Yuba City, CA 95991 State -of California The ResoLeces �c ncy DEPA M71 OF WA'_M RESOURCES APPLICATION DATA File No. ,LCQ� . 70 a & o Application No. 15593 Date Filed Applicant 6 41A P0 q�M v 1(k t4n J e Addressrj- 5 �/ Telephone g%6 (C)7/— 1400 __w ^w Stream Title �qlP- County Work Description e N E Section �� y T R M.D.B.&M. District ------------------------------------------------------------------------- Comments aIR 3912 B (Est. 4/82) State of California T THE RECLAMATION BOARD Application No. 15593 (For Gf ue -Use—Only) APPLICATION FOR A PERMIT The Reaources Agency 1. Description'of proposed work: Construct steel shop building, 60' wide by 60' long by 16' high. 2. Location: Butte County; in Section 3 3 (N) (E) Township $ (51), Range I X), M.D.B.&M. 3. Wendell Green 1548 Market Street. Name of Applicant of Address Yuba City CA 95991 (916) 671-1680 City, State Zip Telephone Number 4. Endorsement: (of Reclamation District) We, the Trustees of Area not covered by reclamation district. District Name and Number approve this plan, subject to the following conditions: ® Conditions listed on back of this form Conditions Attached a No Conditions Trustee Date Trustee Date 5. Names and addresses of adjacent property owners sharing a common boundary, with the land upon which the contents of this application apply. If additional space is' iequired; list names and addresses on back of the application form or an attached sheet. State of. California c10 state Lands Division 1807 13th Street Sacramento, CA 95814 Name Address Zip Code _ n '—Qr_±1d71ey CA Jaswant I Satwant'Bains 1880 Lorraine.Way Yuba City, CA 95991. DWR 3616 (Rev. 9/85) (Continued back of page) SRB 300 (Rev. 9/85) 6. Has an environmental determination been made of the proposed, work under the California Environmental Quality Act. of 1970? ®' Yes, ' ❑ No, ❑ Pending.* If y• s or pending, give the name and address of the lead agency and State Clearinghouse Number BUTTE COUNTY PLANNING COMMISSION 7 COUNTY CENTER DRIVE. OROVILLE, CA 95965 SCH.NO (Pending) 7. Please check exhibits accompanying this application. a• ® Map showing the location of the proposed work. b. ® Drawings showing plan and elevation views of the proposed work, scale,'materials of construction, etc. c. ❑ Drawings showing the cross section dimensions and elevations of levees, berms, stream banks, flood plane, low flow, etc. d• ❑ Drawings showing the profile elevations of levees, berms, flood plane, low flow, etc. 8. Is the applicant acting for the owner of the proposed works? ® Yes ❑ No. If yes, the name, address and. telephone number of the owner is Mathews Ready Mix 915 Hutchins Drive Gridley, CA 95948 / Signature of Applicant Date For additional information:. We are request; na t_ o �o�str>>rt a ahon bui 1 r7i n� fc�r Mathews RPaa Mix at an elevation Of ' NGVn or One font above the 100 year floor plain el va inn of 981 as estahli ed ra the RPc'lamation Board. MI. R. 3 E. 1614. - 40' [615 .. - A oROVILLC. Is nn,.: - - 2 100000 FEET 1618 121_ °37'30" II ... u.. ......_........._ .- . - -39°22`3 soA E_ 4359 ..._.._ _ ............. .........::: X, ......... IV ........... .......... n /. I 111i\ •u n I 34 \p nion High it ^ l n S h=,IoWell n I H 620000 ° II lE I II II 1 II II II I " II J_–�_--� FEET it --'�------�`--- � 1 BM 101 St3--a�� n n n ounty / n I n 11 ,� � n II ` k\ ound / ! II 11 II II I ory Q .. II j / II° 11 II 95 II' .� II II BM \\ II II 11 II� ° � ... I`l•. I .n n 86n of •BM 5 O�ov1uE •6 d 6Y �0 jl �r� iso� • n 9211 �. n 95 'Z East Gridley ° °I sig; p It It II J ° – I f 9,S O "ilii 1':. q 11 II U -9Ul It it 0 ` L. —..—. ��------------ it f o i �i; II II w ° Milii •AVENUE ° II ° In • ° �9y�1° >: ii Ji T. 17 N. tu i Q _ ° ° I • r. . 2 I �� KIRK w o _ 14357 ° ° Q )BERMEVER ROAD — _ \04 ° i •2 94 ° n ter' ' 4 °• o ' Y 90 _ NARY BIGGS AVE I =_==7 --------- 90 6 ° SHELDON ° 94 / AVENUE = • ° Q: I O BRI N AVE ---- 92 90 �� 93 Well \ `: - €(1356 I I W _1�x Lu 131. v °°'so I ° °NIELSEI I 1 LAVE ° CLARD Lu I > t uj Id x WRIGHT • • �I AVE .o I CENTER p F AVE I Pump o I— z°' 10 4355 �e /90 Manzanita 11'� ! Manzanita ° 1 ° a ° ROAD '� ^O Cox SPillwa1� Fire Sta � Sch ° � .o'9 •!VANS REIMER UQ `O /. o ° 88 • • 'o0 86 ., it111 96. I oco it. 15 20' > o o I .\ D HIGGINS AVE 1 II _ _ l i 3ilel- 1 i r1354 LA a —\ °� ° 11`� –1 Z tu • ° as \ W \\ I —>— I Well X9so 0^ '' ii `— \ •\ RKIE•(? 86 0 'AV ° CAMPBELL.. _—ROAD o ; 186 •�,4 94 ,: i t o F f ♦ \I IE BM 841 a "— -- — — — 31: j` 4353 LATERAL .o 593 –_ o i •o � .. YFE� i 0y !i - 4of /L -u oun y '- LAND OF NATURAL W E A L T H AND BEAUTY PLANNING DEPARTMENT 7.000NTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601, October 26, 1990 Mathews Readymix, Inc. P. O. Box 386 Gridley, CA 95948 CERTIFIED MAIL Re: Use Permit, AP No. 025-210-020 Gentlemen: Enclosed is your validated Use Permit No. 90-50 to. allow the expansion of a pre-existing. non -conforming use to allow the construction of a 60' X 60' shop building on property zoned "U" located 3 miles east -of Gridley. Should you have 'any questions regarding this . matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, . A. rcher Director of Planning BAK:lr Enc. cc: Department of Public Works (2) Environmental Health �( Department of Forestry USE PERMIT BUTTE COUNTY PLANNING COMMISSION October 26. 1990 DATE: (Certified Mail Rec.) 90-50 PERMIT NO. AP 025-210-020 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Mathews Readymix, Inc. is hereby granted a Use Permit in accordance with application filed: July 5, 1990 to allow the expansion of a pre-existing nonconforming. use to allow a 60' x 60' metal shop building on property zoned "U" located 3 miles east of Gridley on East Gridley-Oroville Road, at 915 Hutchins, east of Gridley. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of . Permit, constitutes cause for the revocation of said. permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Section 24- 62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be.completed by the Permittee within 12 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a use permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and. shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. SPECIAL CONDITIONS: 1. Obtain all necessary permits from the State Department of Reclamation prior to construction. 2. Comply with all State and local regulations regarding the storage, handling, and disposal of any waste motor oil generated on-site. 3. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, im �w i.n"�rtit"��. t2H^�.���3x ;sis�yra. �..*.� . rk'-.�F'i� ctca a that they are.. in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Permittee NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other legal requirements. Butte County Planning Commission Chairman CC: Department of Public Works (2) Health Department Department of Forestry '"fit � � .+�.-A.'+�.hik r i' �i�.• ,.i��dvro.�, awr-rt*.ecu s`��r �•�'-. �, �--s.° x �;�'`itrz.°.;. h� ����'rc,?�N'..- �..'��—��"-..,�.� .'"tom _ �-: •r '�22sGc�l 3tL�*�aMFslsq A ... V.4* t .,6e, A P P - t ,4 (,y . . ,. 1 • • USE PERMIT VARIANCE PzvPa5�0 now N�:w tf,o xtoo sc.D�a e�lKiltJCT , �TRucsuP.FS Nile-- i,lA'i 41990 l : 20. .�. p, o • 2� o • v ... V.4* t .,6e, A P P - t ,4 (,y . . ,. 1 • • USE PERMIT VARIANCE PzvPa5�0 now N�:w tf,o xtoo sc.D�a e�lKiltJCT , �TRucsuP.FS Nile-- i,lA'i 41990 l : 20. .�. p, o • 2� o December 14, 1990 State of California Resources Agency RE: Mathews Ready Mix The Reclamation Board Application No. 15593 1416 Ninth Street, Room 455-6 (A.P. #25-21-20) Sacramento, CA 9.5814 Attn: Ken Scribner , Encroachment Control Section With reference to the above subject and your letter dated December 10, 1990, attached are copies of the Notice of Determination and Negative Declaration on the 60' X 60' shop building. Should you have any questions_ concerning this matter, please contact this office. Yours very truly, William Cheff Director of Public Works *J, JFG:ds J.F. Glander Chief Building Inspector cc: Gordon Mathews, 915 Hutchins Dr, Gridley Attachment File No. BUTTE COUNTY --(For A7; --ion 1, 2, 3) Public Works (For Dept. F p or Info m'ation t/ ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mopping Transp. Land Dev. Drng. /S•I. Sub. & Pci. Maps Permits Addr. I BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. NumberBuilding Department No. School District LQy City County Q Jurisdiction Property Owner XIAVII&vS 12F.a r x Project' Location/Address(-�}� Subdivision' Lot Number Residential.Development: ` Sq. Footage # of Living .MHI_ Addition (Group R) Units Commercial/Industrial: Sq. Footage '8600 NeZv Addition (Including Exterior Roofed Areas). Al Building Departmtj epresentative / Drate (Floor Plans reviewed by School District Personnel) District Id No. `� rlk, School District certifies that (Applicant Name). (Phone Number) / -�z (Street Address) (City) 4 -(State) (Zip Code) has complied with the requirements of Resolution No: by the payment of $ 9.-10 representing square feet. -/ Schodl District Representative Date PAID BY CHECK NO. BANK NO— PAID BY CASH REMARKS white -applicant, ye.l•low-building department, pink -school district SCHOOL.FEE (8/88) 6 0 r 1 • i"OERMIT NO. 6577-78B,E PERMIT EXPIRES t'OWNER Mathews Ready Mix, Inc. CONTR. owner 25-21-14 dLOCATION (A.P. ) (' End of axed rd. a p pp.4 mi.N.of Oro Gridley, j Hwy, 1st rd.E.of Feather River r ii t f`1 F • 11{jl t�l Y 'y i it Temp. Power�R,ole Called PG&E Temp. Elle/ Serv. PG&E - Called Temp/Gas Serv. Called PG&E NALED (Date) (Signature COUNTY OF BUTTE'— DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTIOU'RECOYiD BUILDING BUILDING (Cont'd) Setback Forms Main Bldg. Footings Stemwal I Slab Piers Garage Footings Footings Stemwa I I Slab Carport Footings Slab Patio Footings Masonry Walls Reinf. Steel Bond Beam Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd Floor 9 CAM Windows 3rd Floor PLUMBING Siding To out Roof Sheathing Water Piping Roofing Sewer Fdn. Vents Fixtures Garage Vents Water Htr. Insulation Heaters Prov. for phsically handicapped Conformance of ex. structure Appliances Gas Piping & Test TemD. Gas FIREPLACE . I Final Fixtun Motors ICA L Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath I Ventilation I Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping BI E OME INSTALLATION - - - - - - - - - - - - - -Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS >44`79- f (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WOR y 7 County Center Drive - Oroville, California 95965 • Telephone:' 534-4541 APPLICATION AND PERMIT authorize representatives of the C unty f Butte to enter upon the above-mentioned plop rty for in , •tions urposes. % XD �. ✓�� ate/ /% / ��� Signature of Per tee or Agen C� Receipt No. 9' -7` White-D.P.W. - Yello fVe- P' k-Insperod-Applicant This permit is hereby issued under the applicable provi�� acy the Butte County Code and/or resolutions to do work in icated above for which fees have been paid. DIRECTOR 0-E PUBLIC WORKS ey B ding permit expires Date 7-1 , 0— O BUILDING Owner A GW's Wswy—N` ly SO. FT. OCC. BUILDING VALUATION 0J 000.00 Mailing Address P D , 13Q X 38>(0 621DL,E KA46 'J` Tg p once, Contractor (�� IV G � Mailing Address Fireplace Total Valuation 0. 000-0 Telephone No. Permit Fee 5Z. DO Building Address �'AJD PC— PNJE ROAD Plan Checking Fee&/or Penalty �Q) Permit Fee $ 13 7roo APP. 1 MILE O . Of" ORa. G)`-IbLCY PLUMBING No. @ FEE 41-V JA`f . J,5T ROND ''E A5T OF rjE�F1l" EE PERMIT FILING FEE $3.00 Each Trap 1.50 RI111✓e, Repair drainage or vent piping 1.50 y -Z 2- C,7I f A. P. No. [. ning Water piping 1.50 Each gas water heater or vent 1.50 F s Sant n FireDept. Fire Zone U6er it Gas piping system 1 - 5 outlets 1.50 EQA Parking Parcel Plans Declaration Parcel p 60' R/W Impro is Each additional outlet .30 Building sewer 5.00 Bldg. ec'd Parce proval 00, Plan proval p Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ ELECTRICAL No. @ FEE a PERMIT FILING FEE $3.00 3,oa 600V OR LESS Main service 100 AMP OR LESS 5•00 Single Family ❑ Duplex ❑ Mobi.l Home ❑ Others Main service EA. ADD•L 100 AMP 2.50 86MEW-F S IL o. P012 6PrrC,14 Main service OVER 25.00 100 AMPP OR LESS O Main service/ EA. ADD•L 100 AMP 1.00 NEW CONST OR ADDNS. L ACCDWE. BLOGS.LING CCUP. 4\ 20sq ft /+ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style le of: MULTI NEW CONSTR BRANCH CI T NON.R ESID � BRANCH CIRCUITS/ 2.50ea NEW CONSTR. POWER APPARATUS 9 NON-RESID. SINGLE OUTLET CIR. EX. OCCUD(OUTLETS OR FIXTIIRES IBAL50@@ 100 Ex. Occu FIXED APP LNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 ��� �', �j. Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ OF 55 $ l WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 10( I have placed on file with the County of Butte a certificate of y� Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $'`L . &C TOTAL PERMIT FEE $ authorize representatives of the C unty f Butte to enter upon the above-mentioned plop rty for in , •tions urposes. % XD �. ✓�� ate/ /% / ��� Signature of Per tee or Agen C� Receipt No. 9' -7` White-D.P.W. - Yello fVe- P' k-Insperod-Applicant This permit is hereby issued under the applicable provi�� acy the Butte County Code and/or resolutions to do work in icated above for which fees have been paid. DIRECTOR 0-E PUBLIC WORKS ey B ding permit expires Date 7-1 , 0— O rt t ;.i... _ i �.�'I F'•iC•r"r :^�`_1' _.'3'�i. y'i :Z.l .__11 .._'.)._. '._.,.c�:a v."`�.Z"z:J.' �'...`. jFs �3 =:1'.5`1 `a ----.�..__�.'.'�:�'; _. `.3.'..._ :;7:1 .:�?.;.". .."">•V �;,... _. :.: ... '�'.. ....=� 'Y .: 17:. On the day of 19 The Reclamation Board or its General Manager pursuant to delegation from the Board, has considefed this application: Now, therefore, it is ORDERED that this applica- tion and plans attached therein are hereby approved and permission to proceed with the work in accordance therewith is hereby granted subject to all terms, conditions,and restrictions attached hereto which are incorporated herein by reference and made a part hereof. GENERAL CONDITIONS ONE: This approval is issued under the authority of Sections 8700-8723 of the State Water Code; TWO: This approval is' to be strictly construed and no work, other than that specifically described herein, is authorized hereby. THREE: This approval of plans does not carry with it permission to construct any works on lands owned by the Sacramento and San Joaquin Drainage District, nor on any other lands whatsoever; FOUR: The work hereunder shall be accomplished under the direction and supervision of the State Department of Water Resources and applicant shall conform to all requirements of said Department and the State Reclamation Board, and applicant shall notify said Department of Water Resources, P. O. Box 160088, Sacramento, CA 95816, telephone (916) 445-3942, at least three days prior to commencement; FIVE: This approval shall be void unless the work herein contemplated shall have been commenced within one year after issuance; SIX: This approval shall remain in effect until revoked. This approval is revokable on 15 days' notice in the event that any conditions contained herein are not complied with; SEVEN: It is understood and agreed by applicant that the commencement of any work under this approval shall constitute an acceptance of the provisions of this approval and an agreement to perform in accordance therewith; EIGHT: This approval is granted with the understanding that this action is not to be considered as establishing any precedentwith respect to any other application received by The Reclamation Board; NINE: The applicant to whom this approval is issued shall, whenever the same is required by law, secure the written order or consent to any work hereunder from any other public agency having jurisdiction; TEN: Upon completion of the work all waste material and debris shall be entirely remooed'Ancim1ithe site of the work and the site left in as presentable a condition as before the work started; i • ;:,•I" �'J ; ' ELEVEN: The applicant is responsible for all liability for personal injury or property' damagewhich may •arise out of failure on the applicant's part to perform his obligations under this approval. In the event $ny claim of liability',is made against the State of California or any department thereof, the United States of America, a local dilstrict.or oingr Atpintair.ing . 1 agency and the officers, agents or employees thereof, applicant shall defend, indemnify and hold'.each of them harmless from such claim; TWELVE: The applicant agrees by the acceptance of this approval to exercise reasonable care to' operate and maintain properly any work authorized herein and'agrees to conform to standards of operation and mai ntenance6iescribed by the State of California; DWR 3784 (Est. 11/76) STATE OF -CALIFORNIA THE RECLAMATION BOARD OF PLANS -: Application No. 8711-C GM The Application of:Mews.ath : .Rea d P'. 0. -Box 386 -r'." ' rr ; ._:.i' _ .13:: Gridley, CA ..) .�.s.:r.''•'7:;> :3� _F .,`'3.3 ' ' _..i' . i r i 3' :1 .'-_.. .._:'J 1' _. :-:, r..._ • •'•i.�.; ..�;� 4_ _ 7��: i,..'? r r J7 D dd r -t j.�'.,r ._ J :ft•�;7 .D?._ for •approval of plans T •7%'i . .: , j?ll:� �_.. `. r".)f c ..3:7f3.•:_i.3 � v _.,. .`_. To- install, new: cement to-supplement,ext ding batch--.-:.-, - plan; " ;silos l�ocated'`oii:alta left, bank of-theFeathgr River up ,. r at ream.,:f=om.: .... the .0=_ovill e,=.Gridley-: Br•idgg: Section i33',:- Y . 7 T.- 18- N. ; -R. '3 E. , M.D_Z..&M r F.eather� River, Butte; ;Count . _ y _ ,..__. _.... ...,.. _._.._.:: _ or:Yr.�;�;y �t_�•1�.'iJZ.'l _�i !:�.?':._) .......:'i !:..;i 7 1'i.._._...• ✓ ...-...._fi._'.a ...` rt t ;.i... _ i �.�'I F'•iC•r"r :^�`_1' _.'3'�i. y'i :Z.l .__11 .._'.)._. '._.,.c�:a v."`�.Z"z:J.' �'...`. jFs �3 =:1'.5`1 `a ----.�..__�.'.'�:�'; _. `.3.'..._ :;7:1 .:�?.;.". .."">•V �;,... _. :.: ... '�'.. ....=� 'Y .: 17:. On the day of 19 The Reclamation Board or its General Manager pursuant to delegation from the Board, has considefed this application: Now, therefore, it is ORDERED that this applica- tion and plans attached therein are hereby approved and permission to proceed with the work in accordance therewith is hereby granted subject to all terms, conditions,and restrictions attached hereto which are incorporated herein by reference and made a part hereof. GENERAL CONDITIONS ONE: This approval is issued under the authority of Sections 8700-8723 of the State Water Code; TWO: This approval is' to be strictly construed and no work, other than that specifically described herein, is authorized hereby. THREE: This approval of plans does not carry with it permission to construct any works on lands owned by the Sacramento and San Joaquin Drainage District, nor on any other lands whatsoever; FOUR: The work hereunder shall be accomplished under the direction and supervision of the State Department of Water Resources and applicant shall conform to all requirements of said Department and the State Reclamation Board, and applicant shall notify said Department of Water Resources, P. O. Box 160088, Sacramento, CA 95816, telephone (916) 445-3942, at least three days prior to commencement; FIVE: This approval shall be void unless the work herein contemplated shall have been commenced within one year after issuance; SIX: This approval shall remain in effect until revoked. This approval is revokable on 15 days' notice in the event that any conditions contained herein are not complied with; SEVEN: It is understood and agreed by applicant that the commencement of any work under this approval shall constitute an acceptance of the provisions of this approval and an agreement to perform in accordance therewith; EIGHT: This approval is granted with the understanding that this action is not to be considered as establishing any precedentwith respect to any other application received by The Reclamation Board; NINE: The applicant to whom this approval is issued shall, whenever the same is required by law, secure the written order or consent to any work hereunder from any other public agency having jurisdiction; TEN: Upon completion of the work all waste material and debris shall be entirely remooed'Ancim1ithe site of the work and the site left in as presentable a condition as before the work started; i • ;:,•I" �'J ; ' ELEVEN: The applicant is responsible for all liability for personal injury or property' damagewhich may •arise out of failure on the applicant's part to perform his obligations under this approval. In the event $ny claim of liability',is made against the State of California or any department thereof, the United States of America, a local dilstrict.or oingr Atpintair.ing . 1 agency and the officers, agents or employees thereof, applicant shall defend, indemnify and hold'.each of them harmless from such claim; TWELVE: The applicant agrees by the acceptance of this approval to exercise reasonable care to' operate and maintain properly any work authorized herein and'agrees to conform to standards of operation and mai ntenance6iescribed by the State of California; DWR 3784 (Est. 11/76) .04 COUNTY OF BUTTE31 � 184325 OFF�ICIA}- RECEIPT �. OFFICE OR DEPARTMENT ISSUING RECEIPT V 19 Received from /U%7�l�i� S ��/� DV A41 �f/ X /� G . .._,. +.s. ~►a�i3a, ww:f�"'._'' - y.. .,,.-X 1 �t r� �•'- �'.�,.r.��.,,s'!�..��:.:w,:.aal�...a,:.r....,i.•. ........._....,.•...., ......__...__....... _.... ,.,_.��_.._._ '•r THIRTEEN: Applicant shall at his sole cost and expense, remove, ,alter, relocate or reconstruct all or any part of the work herein approved immediately upon the order of The Reclamation Board so to do and in the manner prescribed thereby should said work or any, portion thereof not conform to the conditions of this approval. SPECIAL CONDITIONS: FOURTEEN: That the side -slopes of _the".:perimeter of the borrow ! area shall be made no steeper than 1 on .3.1" FIFTEEN: That all trees and brush cleared shall be completely burned or otherwise removed from the overflow area of the Feather River, and no downed trees or brush shall be allowed to remain in the floodway during the flood season -between November 1 and April 15. SIXTEENS ,'Cobbl'es,"�"'crusied,'rock,�•:�:and aggregate stockpiled - in the floodway during the flood" s.easori •November..�l to -April .15, shall be piled in rows parallel to. tYie di=rection _'of ` f low . in thio If Feather :River andoutside'.the': normal high' 'water. ° `' ° ° ' -' • ' SEVENTEEN: That stockpiling of silt, top.soil, and fine materials be confined to an area outside.the normal high waterline. EIGHTEEN: That this authorization, unless specifically extended, shall terminate July 18, 1980. Extension of time may be possible if proper request is received prior to the termination date and conditions reevaluated by the reviewing agencies. ' . .. _ .. . _ 1. e..-.. ... .:.. :t': !:•. Ji .. _r1 rt.... it _... ... .: ...._ ,. ... — . .. •, ... ._ �..._. . ..i.i i::?'J,_ r. .. cl. _ .` ., .. ._ ;_ars �'*r. ,t;l- ,. '_���1 ..: �•.. �: .... _ .._. J ',. .. :. .. i ' _ _.�; .... .:?..,.�r :� Original signed .by.,: _.... Dated: r, 41979 E id:an E. F:ineharr PC _ GENERAL MANAGER c le ffa Count _ Iv - f PIN�'? E PLANNING COMMISSION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 PHONE: 538.7601 September 25, 1987 Kiewit Pacific Co. c/o Scott Cassels P.O. Box 1109 Gridley, CA 95948 RE: Use Permit, AP#25-21-20 Dear Mr. Cassels: Enclosed is your validated Use Permit No. 87-62 to allow a temporary asphalt batch plant and the storage of inflammables on a pre-existing gravel mine site on property zoned "U" (Unclassified), located approximately 900 feet north of Hutchins Road and east of Feather River, east of Gridley. Should you have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, B.A. KIRCHER Director of Planning 4 Bill Turpin Senior Planner BAK:BT:jmc Enc. .cc: Department of Public Works (2) Environmental Health Department of Forestry USE PERMIT BUTTE COUNTY PLANNING COMMISSION September 25, 1987 DATE: (Certified Mail Rec.) 87-62 PERMIT NO. 25-21-20 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance Butte and the special conditions set forth below: Company is hereby granted a Use Permit in accordanc filed: 6-1-87 to allow a temporary asphalt batch plat of inflammables on a pre-existing gravel mine site ^U" (Unclassified), located approximately 900 feet Road and east of the Feather River, east of Gridley. of the County of Kiewit Pacific e with application nt and the storage on property zoned north of Hutchins 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance' of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Enabling Ordinance. 2. Unless otherwise provided for to a condition to a use permit, all conditions must be completed by the permittee within 12 months of the delivery of the countersigned permit to the permittee. 3. If any use for which a use permit has been granted is not established within one year of the date of receipt of the countersigned perMit by the permittee, the permit shall be come null and void and reapplication shall be required to establish the use. SPECIAL CONDITIONS= 9 1. The location, size, and construction of the sediment pond shall be pursuant to the Department of Public Work's specifications. 2. Sediment pond to maintain design capacity plus two fee of freeboard. 3. Sediment pond'to be lined with an impervious surface such as . compacted clay. 4." The sediment pond and level pad shall be removed at the end of the operation and the site shall be regraded. 5. A 300 ft. setback shall be maintained from the water's edge of the Feather River. 6. An authority to construct shall be obtained from the Butte County Airport Pollution Control District. 7. The existing portion of Hutchins Road shall be paved, or shall be twice daily or more often as needed as determined by the Director of Public Works and Air Pollution Control. S. The asphalt plant shall be equipped with a water filter or bag house. 9. The plant and all storage of flammables shall be located above the flood plain. The pad for the plant shall be armored with cobbles or constructed of cobbles with fines placed on top. 10. Fuel dispensing to the asphalt plant shall be automatic via a closed system. 11. Fuel dispensing shall meet the requirements of the Butte County Air Pollution Control District. 12. Tanks for flammables shall be installed on an impervious surface and surrounded by a,berm.or dike sufficient to contain the tanks contents. 13. Tanks shall meet the standards of the Uniform Fire Code, as administered by C.D.F. 14. The stockpiles are to be located south and west of the plant site. 15. Install all traffic control devices and signs deemed necessary by the Director of Public Works. 16. The existing portion of Hutchins Road shall be maintained and/or repaired by the applicant as determined by the Department of Public Works. 17. Obtain a streambed alteration. 'agreement under Fish and Game Code Section 1601-1603 for all work within the 100 year flood plain. The streambed alteration agreement shall be submitted to the County prior to commencement of any work on-site. 18. Obtain clearance from Reclamation Board for any work done in flood plain. 19. This permit shall expire /within two p years from the date of issuance. 20. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of, perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed -upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Department of Public Works (2) Health Department Department of Forestry 0 f �. ZIP 0 ®ATE USE F BY P;. � ° F vi�-- CR DEVELOPMENT IT VARIANCE sroc.rp,'lc f/�"Qp.ny5 t.4 POJ11•i(c- Aapppk4t+ Dl!'H wed Ity S: fa Port4blc- Asphlk P l a k t Pa '4 Appvox. 1-2 Acres Leve! above. Fl,od ;�fa in /LL)r ivy ' Ovor u aS�O Zo Btr"a CQ, &.Ing C."'m MAY 12 1987 s�or * 7Kd-'e,+0'5 F�.s¢�9 OJ4,,ct;c.4r5 ... ...______-_,�j(_'��4A/_ .'M'.1�:LC� :: rr. sca.; 3:i:ll'L� �g • �.� .:w__.r^- _ T. 18 N.R.3E. M.D.B.aM. ����J_Q►� I8 To: Argo Codi 75-01, i 660 316.46AC I 5 ra rE D, — y 4 o :7.07r� absAa• ^ ve titi0 9 1213 D6 rz5r.09 s j9a —r—r—/—r M.R. ` ." X20 j 218.54AC. 'I W � .0 ar;, _ 22 o Q r— 19708rAC � 162tAG W 6 I M. /3 `1 27a -0o • .n i P 9 1 .OJAC o i d s'7 .OBAC' OR.v old • 2326.23 �/_�_ r _ � 2200.7 \ \j E GRIOI.EY R0. coRt7. HIGHWAY) 3 ' r Assessor c Mn� N,, MASONRY WALLS N E S W. - 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy. Area Propert Gypsum Board 1st Layer 2nd Layer Walls ,Ceilings COMMERCIAL 25-21-20 - - 1740-91B,P,E,M MATHEWS READY MIX . 915 Hutchins Dr, Gridley cont: Dale L. Green (remodel handicapped restroom) JOB FINALED(D te) c \ Signature e CERTIFICATE OF OCCUPANCY Signature, ( (.3 —mac / (Date) V=OK O = Not OK - = Not Applicable = Not Ready Date UNDE R Plans OK except #'s onin -Setbacks-Easements-Flood-Slope-Soil Rep 2. Ftg., M 'n; Soils-Ufer Groun .- tg. Depth 3. Hold Do s-BoIts-Straps bedment-Hair Pins 4. Concrete- I -Cert -SP. in p. -Loc. 5. Stemwalls, M 'n; Steel- lockouts -Wrapped 6. Reinf. Steel -Gra a -PI cement 7. Slab; Steel-Wrapp -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall-Fitti g -T t-2 Way C/O -Sewer Test 10. Gas Pipe; Size- nchors 11. Water Pipe; T st-Anchor- egulator-Service Test 12. Electric; Un erground, Un rslab 13. Pienums Ducts; Clearance- aterial-Support-Ins. 14. Girders- IIs -Anchor Bolts-Jois -Vents-CriDDles COMMERCIAL 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 ater Pipe; Test & Anchor -Nail Protection 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 Dat -- / /Card B-1 _ Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixtur & Transformer Clearance -Ins. Protection ,21Ingle 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 -901 -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 Dat �q- 6 , / Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C., cts Insulation & Support 34,106-nt 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. Fi.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Da - / Card B-1 Date Card B-1 Date Card B-1Date Card B-1 Date FRAMING Plans OK except #'s Sils .Proper Material & Anchors -Hold Downs alls Studs -Nailing, Spacing & Bracing -Plates -Sound ear�alls over Girders & Floor Nailing 43 raft p in Walls (rat proof) 4 tops; Furred Ceilings -Stairs -Chases Headers & Beam -Size & BearinU-Su000rt Fix. 'Date FRAMING (Continued) 4 . ers- st Caps -Anchors -Connectors 4 ailing-Diap.Chord Splice a-Occp.-Prop. ccess; ize &Romex Protection -Draft Stop -Ins. Baffles ' 5 cer .- lacement-Support 5 . -Girders 5 ne firewall & Openings 53-9*4rOaurg- fandicap Access firs; idth-Headroom-Rise-Run-Landing-Fire Protection 0 on oo verhang-Attic Vents -Rafter Outriggers 56. r 5 - p Screed -Fd. Vents-Underflr. Access ass Protection -Skylights -Plastic -Fire Port. d -Nailing -Conn to Roof - mgs dows s- penmgs- ire Protection -Framing D e �Q Card B-1 40 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL1124ans) OK except #'s e5 Ext. S" -Door & Sidelight Protection -Landings 64 -Size -Number -Placement 65--Erofna s -Clearance -Comb. Air -Connector - In Garage; Above F oor- ucts-Mech. Protection 66 GI)FIR161 Mspe Cei mg- ismic-Wires-Elec-Light & Mech. 68Tc. Trim & Subpanel; Breaker Sizes & Labels 7 ndicap-Door Levers -Fin. Floor 71. nt. & Ext. 72. Wtr. Htr.. Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73piti FI & "eab F 'r, Listed for Location 7 Attic 0 Yes 7 onstruction-Post Caps 76. Fdn. Vents & Crawl Hole Door-Drainsge & Wood -Earth Clearance Looked under Floor ❑ Yes 3rown- 78. ctrical, Plumbing 7 fiance -Fireplace. -Clearance to Openings 8 WGI, Electrical, Plumbing eno lec. Trim; G.F.I. Receptacle -Underground f Site -P rking-Handicap Protection re sous Inspections rs Tagged; Gas -Electric 69�4Vater &-3ewer Connected -C/O to Grade -HD Approval mpliance Certificate -Other Certificates 8 . g ertificate-Fire Rating Dab �d �j 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 OCCUDancv (NOTE: An entry must be made each time you visit the job site) - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT91 PERMIT NO. Z77 A ASSESSOR PARCEL NUMBER 025-21-0-020 ZONING , , U BUILDING PERMIT OWNER . MATHEWS READY MIX TELEPHONE 846-5643t. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 386, Gridley, CA 95948 !SQ. CONTRACTOR'SNAME Dale L. Green Inc. TELEPHONE 671-1680 CONTRACTOR'S MAILING ADDRESS P.O. Box 375, Yuba City,CA 95992 Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 25,00 ARCHITECT OR ENGINEER John Norton LICENSE NO. 28848 Plan Checking FeeSe S#632-91 Ener Plan Checking Fee g%� g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 915 Hutchins Dr., Gridle Permit fee $ 35.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2 2.00 4.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping , 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE Oo mm Shop SF [:1Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other [X] Describe work: Handicapped Restroom Remodel Permit Fee $ 24.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 OR LESS 100 OROR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declar under penalty of perjury (check one): ,,un am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Profession Code and my license is in full rce and effect. No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- cation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.8 OR ADONS. ACC. BLDGS. , /20sq it ' NEW CONSTIRULTI-OUTLET NON.RESID BRANCH CIRC ITS 1 2.50 ea 2,50 POWER APPARATUS e (SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES e2Lo ALO 30 FIXED LNS.License EX. OCCUp. OUTLETS P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. bYirin g 15.00 Permit Fee $ 12.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. El I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3,00 Ventilation 3.00 permit Fee $ 13.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the a ve-mentioned property for inspection purposes. I also agree to minify and keep harmless the County of Butte against all I abi ties j t costs, and expenses which may in any way accrue agat Iid oo,. equence of the granting of this permit. X Date Signature of Applico f Owner ❑ Contractor X) Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- on of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection•Fee $ occ CONST TYPE - TOTAL FEE $ 84.50 HAz. CUA -1 PARK SCHL FLD coF PAR PD I HD. ISSUE, This permit is hereby issued under the sions of the Butte County. Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERM E IRES Date applicable provi- resolutions to do have been paid. WORKS Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT .,y BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address Nature of BUILDING PERMIT NUMBER APN )5-- J - a0 Contact Person �r�\i'7 �1._\ Phone #41 1. Does yor siness or that of your tennants handle, store, or transport hazardous materials? ❑ NO YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or 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 our future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standardt! perature 4 pressure), or formulation containing hazardous material? ❑ NO 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 usiness/facility/operation to be located within 1000 feet or the outer boundry of a school or c of site? NO ❑ YES IF YES, name of school. 4. Does -he business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, u s, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative -<A Signature) (Dare) 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. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ' 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 025-21-0-020II ZONING BUILDING PERMIT OWNER MATHEWS READY MIX TELEPHONE 846-5643 S0. FT. I OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 386; Gridley, CA 95948 Est. CONTRACTOR'S NAME - Dale L. Green Inc. TELEPHONE 671-1680 CONTRACTOR'S MAILING ADDRESS P.O. Box 375 Yuba City, CA 95992 Fireplace CONSTRUCTION LENDERUNKNOWN None Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. John Norton 28848 Filing Fee $ 10.00 Permit Fee plan Checking Fee Se $ 25.00 $#632-91 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 915 Hutchins Dr., Gridley Permit fee $ 35.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 21 2.00 4.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping5,00 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE Comm SF ❑ Duplex❑ Mobilehome❑ Other Shop SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 1 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation❑ Other [] Describe work: Handicapped Restroom Remodel Permit Fee $ 24.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;000 AMP 1 OR ORSLESS. 10.00 CONTRACTORS LICENSE LAW I declare under penalty of p y perjury y (Check One): ElNON.RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed Comm;, tt ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.aJ) OR ADDNS. ACC. BLDGS. f , /2¢sgft NEW CON5TR ULTI.OUTLET BRANCH CIRCUITS) 1 2,50 ea 2.50 (POWER APPARATUS eI w l SINGLE OUTLET CIR: EX. OCCu p�OUTLETS OR FIXTURES 200S0t 5AL030 Ex. Occup. OUTLETS IIRESI0.)R E A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 12.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ Ishall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation 3.00 Permit Fee $ 13.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 84.50 HALcuA PARK scHL FLD coF PAR PD I HD. IssuE This permit is hereby issued unser the applicable provi- sions or the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. NNITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Dale L. Green, Inc. P.O. Box 375 Yuba City, CA 95992 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 1' y 21, 1991 RE: Building Permit Application for Handica ped Restroom A. P. 725-21-20 With reference to the above subject: / XV Attached is XX Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER Hazmat We need the following information: yx Permit application signed and completed where indicated with all copies returned. -xX. Fees of $ Rlti_Srl payable to Butte County Treasurer. Xy Certificate of Workmen's Compensation Insurance or check exemption statement. 7,1( Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calks in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes.marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. —X� Hazmat Form OTHER Per my conversation with Wendell Green: Please complete the attached forms where indicated and return to this office along with your check for $84.50. Again, this was the Building Department's error. We should have.gotten the permit application when we requested the -p-ans. Thanks for your consideration and understanding. Should you have any questions concerning the above, please contact Anne of this office. Yours very truly, William Cheff Director of Public Works J.F. Glander JFG/aj Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPUCATION DATA SHEET Permit No. OWNER46(d /� A. P. No. s--,2 Proposed Building Use &Sfr&-tnoge-1Building Inspector 6?6Date T At time of permit application, I was advised .the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans in duplicate/triplicate, signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and AC Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome installation data including manufacturer's installation instructions. —1 10. Fees of $ $1i,15_0 11. Chico Urban Area fees paid. 12. Park fees paid. 13. School District fees paid. 14. Sanitation approval from Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land, Development Section of DPW. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -Inspection for required. 21. Contractor's license information (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑). 24. Recorded copy of Agricultural Acknowledgment Statement. 25. Letter of signature authorization. 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant Date GENERAL INFORMATION BUILDING DEPARTMENT OFFICES HEALTH DEFARTMENT OFFICES Chico. . . . 196 Memorial Way Chico. 196 Memorial Way Phone: 891-2751 Phone: 891-2727 Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. Orovi l le 7 County Center Drive Orovi I le 7 County Center Drive Phone: 538-7541 Phone: 538-7281 Hours: 8:00 a.m. - 5:00 p.m. Hours: 8:00 a.m. - 10:00 a.m. Parad i se . . 747 Elliott Road Paradise . . . 747 Elliott Road Phone: 872-6307 Phone: 872-6308 Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT — 7 County Center Drive, Oroville — Phone: 538-7601 — Hours: 10:00 a.m. - 3:00 p.m. Original — Applicant .+�" -.-- -. � �.... .r�rt: ., - • ; • � . SI r . . r. ,nom. .. ..1 „�,,, . ..^t�.:.�.t. 4 . - y COUNTY OF. BUTTE --DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICAY ON BATA SHEET !' F Permit No. OWNER C-' SCtCt '' ` 7/ A.p o. Proposed Building Use S r C�' Building Inspector 7CJ Date S� Z At time of permit application, 'I was advised the following data. must be submitted prior to permit processing and/or issuance: DATE RECEIVED. APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed.by-preparer of plans........ 3. Complete plans in duplicate/triplicate,.signea by' preparer. of plans . . 4. Complete engineered plans and,calcs, with wet signature on plans .. 5. Hazardous Material Form ..... 41 ... .................. ' 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) (' 9. Mobilehome installation data including manufacturer's installation instructions. ................. 10. Fees of ....................... . 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ......................... "........................... 13• School District fees paid .......... .. . 14. Sanitation approval from Health Department • 15. City of Chico plumbing pe'rmit............. ' 16. Plot plan and business license approval from City of (see City for other requirements) x 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW '19. Driveway permit (construction approval required prior to occupancy) 20:' Pre -Inspection for . required Pre-Inspec. request to t f i Building Inspector (Date) ' 21 \Con.tractor's license information (No., Name Style, Classification) ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24: Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ......................... . 26.i i 27. ' When you •issue the permit, process as follows: Mail to owner.Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other �\ Applicant Date s 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 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above), Contractor, designer, owner, was advised of above required data by_phone--naiI—counter by .date Contractor, designer, owner, was advisedf above required data by —phone _maII—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW