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021-220-036
�� 1 �] � � � �� MASONRY LLS N E S W 1st Litt — 2nd Lift 3rd Lift • '- 4th Lift 5th Lift 6th Lift YI. f t COMMERCIAL 021-22-0-030 t 93-800BPEM GOSAL BROTHERS 207 TOWNSHIP RD, GRIDLEY CONTR: THOMAS TAYLOR COMM PRUNE DEHYDRATOR FIRE WALLS 0 cupancy, Area Propert ti Gypsum Board 1st Layer 2nd Layer Walls Ceilings- 16 X93 3 -s A x ,t ;A yi ( t OFFICE COPY Address GAS Meter By Da.G3"J`3 ELECTR4C.Da -—il Meter By t JOB FINALED (Date) Signature 'CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. 't . `s V OK O=Not OK - Not Applicable = Not Ready COMMERCIAL ' = Date UNQLERFLOOR (Plans) OK except #'s I Date Zoni �/� ajFtg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card -B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. H Bicap-W/C-Backing E1 as Pipe; Size & Anchors - Firewall Penetrations Da!q -!7,M Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL RICAL Permit OK except #'s 2f Fixture & Transformer Clearance -Ins. Protection Single Phase -Three Phase -Equip. Bond iz Boxes & No. of Conductors -Stapled R ex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 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 Service -Riser Conductors & Ground -Main Disconnect E ip. Clearances Panels-Motors-Mech. Equip. Fire Wall Penetrations Date Mc Card B-1Date 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. 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 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. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -C, rAectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall- Doc rs-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 3. X1.17 0j5_i?i7FA0fTB 'roq; /NS,oE-6710 J E!'0)0T Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s • 63: -Ext. -Steps -Door & Sidelight Protection -Landings 84-E�3ft6-Num ber-Placement 6 . Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6&.-P cement -Test u n err Ceiling-Seismic-Wires-Elec-Light & Mech. 6&111ec. Trim & Subpanel; Breaker Sizes & Labels 69rSta4m_A_ ails i0!:!:�nftap-Door Levers -Fin. Floor �'rElec. Outlets at Wood Panel; Int. & Ext. tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection Z3-R.b,51ec. & Mach. Equip. Listed for Location su a ion -Foam -Looked in Attic ❑ Yes Z5 Guard -Rails & Deck Construction -Post Caps 76rFdrrVl3nts & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 72._SWccer&own-Finish .,-AA.. _Aj;it^Disconnect, Electrical, Plumbing 79-Veats_Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 8Q�1 (mar Wfll; Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground 8 ite- arking-Handicap 83. ss Protection 4 Cpr€btions from Previous Inspections Gas Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 83.•�Compliance Certificate -Other Certificates t,Aeofing Certificate -Fire Rating Date Card B-1 MADate Card B-1 Date Card B-1 IV Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the Job site) COUNTY OF BUTTE BUILDING DIVISION DEPAKiOF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 Camay Center Drive, Orovale, CA - (916) 538-7541 _ 747 Em -1 Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE - FCD PERMIT NO. Awwafwte Rmpmcli— &Wkmas tflsat the faSawrig vid Wfmw of Butte County Ordinances exist at tbeah--M—d*%mdd be corneerad_ Please notify 1!s office when correction of work is—ambalwil-ft—i—F pertai*M to th"s matter, or need additional explanation, is �� 6r.l P4- C 42 —7r . L 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 PERMIT NO. A:routine1nspection'.indicates that the following violations of Butte County Ordinances exist at the -above :address:and should be corrected. Please notify this office when correction of work is:completed.lfyou have any questions pertaining to this matter, or need additional explanation, please <contact+ihis:oifice' immediately. _ Date 7— 51nspector :REV (I:U/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE o ;44 - OWNER PERMIT NO A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i��v /- z ���� a � Date 'QS0 '/ Inspector T REV 1492 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 021--220-030 ZONING A--40 BUILDING PERMIT �. OWNER GoBrothers TELEPHONE 645--17 3 S0. FT. OCC. BUILDING VALUATION OWNER'SSMAILING ADDRESS 10948 Larkin Rd., Live Oak 95955 --.4.3860 36 157.8 .00 CONTRACTOR'S NAME Thomas Ta for General Building TELEPHONE 671-1202 CONTRACTOR'S MAILING ADDRESS P.O. Box 568 Yuba City 95992 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 157 896.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 800.50 ARCHITECT OR ENGINEER Garr Laut2hlin LICENSE NO. 18003 Plan Checking Fee $ 4M.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy g Fee Ener Plan Checking $ Penalty $ BUILDING ADDRESS Permit fee $1.215.75 20 a is d. GridleyEach PLUMBING PERMIT ling Fee 15.00 Trap 5.00 Solar or heat pump water heater 20.00 17.001 LOT NO. SUBDIVISIONAME N PARCEL MAP Water piping Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other COMMOrcial Prune SPECIFYpr1ra OI Gas piping system 1 - 5 outlets 1 /x,00 7.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New[X Addition ❑ Remodel ❑ Utilities ❑ Installation[--] Other ❑ Describe work: Commercial Prune Dehydrator Permit Fee $ 22.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS18.50 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 e0*00 ffect. License No. Classification El 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 200ATO1000A) 800 37.50 37.50 NEW CONST. ( DWELLING OCCUP. �\ OR ADDNS. \ ACC. BLDGS. / 3.6Q sq.ft. NEW CONSTFL ULTI.OUTLET NON-RESID BRANCH CIRC ITS 7, @ 5.00 C� 5 /POWER APPARATUS 61 (SINGLE OUTLET CIR. / 7 lr, 105 00 1 • 1 ♦�7V Ex. Occup(OUTLETS OR FIXTURES20 @ 75 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring .15.00 Permit Fee $ zul.,30 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. �r 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 15.00 Heating 3,000,01XIOBTU Force Alf- Cooling r Hood 6.50 Ventilation Perrnit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County 1.in consequence of the granting of this permit. X1 III ` t - ` "� Date ` Signature of Applicant 1 Owner ❑ Contractor 11 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. i.�lR L� Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $1,614.25 HAz ✓ DFEES t// IMP "'� F L 0 0 D CDF PAROL tY/ PD ✓% HD,/ ✓ IL ISSUE. G� This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. B PERMI�L DIRECTOR.OF PUBLIC—WORKS L ;� Vii. EXPIRES Date - '� z J p 135`925 1,; $ . C�/ / / //�5i 3 " %� Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT PLACER INDUSTRIAL TESTING, P.O.Box 4, Sheridan, California'95681 (916) 633-0960,, (916)`633-2169 WELDER"AND WELDING OPERATOR QUALIFICATION.'RECORD WELDER: Robert Ramos DATE: 5-27-93. SISNO. 570-43-1795 ADRESS: 2019 Hammonton Rd CITY: Marysville STATE: Ca. ZIP CODE: 95901 PROCESS: SMAW MANUAL:Yes SEMI AUTO: NA. AUTO: NA. POSITION: 3G VERT. UP::Yes. VERT. DOWN: NA. MATERIAL: A615 TO A615: {' PY,NO: 1 GROUP NO: I I I PROCEEDURE SPEC: AWS.D.1.4.92.' LEVEL: NA. JOINT THICKNESS:'#4 Bar ±.' 'PIPE DIA. WELDED: NA. THICKNESS QUALIFIED:#4& Up 'PIPE DIA. QUAL. NA. POSITIONS QUALIFIED: 3G,2G,1G,1F,2F,3F. BACKING USED: NA. BACKING MATERIAL: NA. FILLER DIA: 1/8" FILLER CLASS: E7018 "F"NO: 4 FILLER SPEC: A5.1 t GAS SHIELDING: NA. WITNESS: CO.NAME: Heitman Manufacturing Dennis Heitman...' Yuba City, Cal. NOTE: Tested flare "V" groove bar to bar vertical up position. t* % /r N7 TEST RESULTS VISUAL TEST: -Yes. RESULTS: Acceptable RADIOGRAPH: RESULTS: TENSIL TEST: RESULTS: BEND TEST: _ %+ RESULTS: . BREAK TEST: RESULTS: MA�ROETCH: Cut And Macroetch RESULTS: Acceptable ; Tested BY: CO NAME: Placer Ind. Testing Bill -R: antz CERT. NO:.80052911; PLACER INDUSTRIAL TESTING. P.O.Box 4, Sheridan, California 95681 (916) 633-0960,. (916) 633-2169 WELDER AND WELDING OPERATOR QUALIFICATION RECORD WELDER NAME:- Robert Ramos DATE:- 5-27-93 SIS NUMBER:- 570-43-1795 ADDRESS:- 2019 Hammonton Rd. CITY:- Marysville STATE:- Cal. ZIP CODE:- 95901 WELDING PROC: SMAW MANUAL: Yes 'SEMI AUTO:- NA. AUTO: NA POSITION:- 3G. VERT. UP:- Yes DOWN:- NA PROCEEDURE SPECIFICATIONS:- AWS D17.1.92(5.18) LEVEL:- NA. MATERIAL:- A36 TO:- A36 MAT. GRP:- 1 JOINT THICKNESS:- 1" PIPE.I)IA:- NA. SCHEDUAL:- NA. THICKNESS QUAL:-3/16" To Unlmtd. PIPE QUALIFIED:- 24"& Up BACKING USED: 1/4"xl" BACK MAT:- A36 FILLER CLASS:- E7018 FILLER SPECIFICATION:- A5.1 FILLER "F" NO:- 4 FILLER GRP:- Al FILLER DIA:- 3/32 rt.1/8 subsegnt-.GAS SHIELD:- NA. WITNESSED BY:- ..CO NAME:- Heitman Manufacturing Dennis Heitman Yuba City, Calif. 4 TEST RESULTS VISUAL:- Yes RESULTS:- Acceptable RADIOGRAPH:- NA. RESULTS: - BREAK TEST: -.NA.: RESULTS:'- BEND:- Yes RESULTS:- Acceptable ULTRASOUND:- NA. RESULTS:- TENSILE:- NA. RESULTS:- NOTES: - Qualifies fillet and groove welding for flat, horizontal and vertical up positions.on 3/16' to unlimited thickness. Qualifies fillet an groove welding on 24" and larger pipe 3/16" to unlimited thickness. TESTED BY CERTIFICATION NO:- 80052911 BILL R. RANT _....................................... ..._.._......_.._.._.........._......_.._..........._.__:_..,...........:............ ....................._.. _..... ,e z LA U G H L I N& CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671.0822 PROJECT I -2I✓ H I r P 6-A T2I� COUNTY OF %ME J j P�I.IG DATE/moi BUILDING DEPT APR 3 0 1993 JOB NO. 92.,22Y n nil op"c' -Ftrtt Zo" W -r. -T -v+, 12 Lf,-. N (Fr -C T. SSE, -C s� . 4-©i fid) �r�L= ►,a 1IuUx 12X �b�'1Zg.x . l >k /N, (►, data = 1,1 �/m _ � s Z(Iv~7XG)+ ca(.1�5.X ��+ �F�►o5X Z�� 2,� I( wool) Zv" Z>: .bus (G�8')/I•� .= I.� I + .Z f.lc��)(2Z)x Tr �c S• � Lac �U�cl i LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 671.1008 FAX (916) 6710822 W r Z.41 -7) aI-S"I M- 45x,5Zxl,5 = 151?y �6z 151�6k�,aZ a z wt Tup r rp, (2 -t -P l Yom+ 10 �J , PROJECT BY `� �� DATE Z'3'1 JOB N0. SHEETOF Co af) = , U ( 2";5, ucv) z M YOU off„ , s4� & - I I wstb. I 8 Mw 2civ /-� , G 1� YORDUxVE 57/q� f F, ter -v, . Zvvx?"0- 1 z �' /�.v��� . U.)l I I/y x X I. LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 LO/W7 l.C�h lTt.cTM"'� F ; 2'?./ . T.-) {_ lit. PROJECT BY / ��iV`-L DAT •'Z3 JOB NO. SHEET OF (A Q6L(-je,(-. I2 " jrr-( P td/ I 19 LL- -) _D+Lo �pr2. i.UbL ... IC�,C X I,ou, x 1 ��� l:�+uf'�►tbt� ,'�CNl�ty, �t r ��J 2 W, LAUGHLIN & CO. E. MW CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 PROJECT 0 - - BY ..� S.•�c� DATE 2341 JOB NO. �Z SZz d SHEET. OF 2etL—_ ZvCii3�a $�,J IZ ® I I Z 3 ¢ 5 az .7 � o .. � j�►.r 1.4� 4- 2� ¢, x 2v = gvR IZ IcL �i5 .. e i . r •5 ZvCii3�a $�,J IZ LALUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 672.1008 FAX (916) 671-0822 ©ic/ 0�7, 7 S�e PROJECT /s/E7f e1D BY C- x -,, � c T , / DA JOB NO. % -SZZ'6 SHEET :S: OF 10 . Fa -r. �wx /700�r%U3X/Z z lFiCv. Pce v q . `�'..--- . f ' "• /r -G'„"._ � , 7 / � _ � �, � O l� 4.J 5�C � � � /G/ �/ 0.^..m ,SS Z¢" Aso /39 64-7 ; VS 7v .101i M 13z4� l l o4o 191 (J5 Ca /cot/ o c:� . V ,a.T r� LAUGHLIN & CO. I� CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY; CA 95991 (916) 671.1008 FAX (916) 671-0822 PROJECT BY .J 5;",BGG DATE` 713 JOB NO. 92--S-Z2- SHEET 0 OF10 O&U W/o o12 f„ UR2lE5Sw• , c, F 7- Cp w� �1,VIA D• 3o x (,o X o•7� W-� IML 11.7X12Xu 13 '- it /oW IOC = 0•225wp V-XIz = loot/ �• 2x! ISS = ���-' . :150% X )_..Z5 Z. 3_Z1l rA 2. 4- ISO itt WIWD ?Cox- Lj o ox� 4 X 12)(u) 4 qzo it Z 8�q�, Ioji �Q-X12"oG \)r Th 60 (WITH 33 % INCRE E) 8 0.0033 0, J*0 -Z.�-9, 117,0 27043 8557 1.333 0.0022 0.0563 .2840 O _O,L�o = 1 0.002 3 MA 30NRY DE' -:"1.. GN ____ iz X 5.375 0.0016 0.042 -1.500 0.9162 13946 Ec;= 29000000 0.0011 0.02'82 Em= n= 1125000 25.8-/ 9435 fd= 28 0.0009 .0241 0.1969 ;7steel 8127 5288 #4 R 8 0.0211 mason SPACING p pn k j Mmax 8 0.0033 0.0845 0.3351 0.8883 20333 6434 12 0.0022 0.0563 0.2840 0.9053 138 5556 16 0.0016 0.0422 0.2514 0.9162 1 86 4979�'- 4 0.0011 0.0282 0.2108 0.9297 7094 4236 2 0.0009 0.0241 0.1969 0.9344 6111 3976 32 .0008 0:0211 0.1855 0.93- 5369 3761 (WITH 33 % INCRE E) 8 0.0033 0. 5 0 3351 0.8883 27043 8557 12 0.0022 0.0563 .2840 0.9053 16375 7390 16 0.0016 0.042 0. 514 0.9162 13946 6622 24 0.0011 0.02'82 0.21 0.9297 9435 5634 28 0.0009 .0241 0.1969 9344 8127 5288 8127 8 0.0211 0.1855 0.93°6 7140 5002 0.9382 SPECTIONS - NO WIND OR .SEISMIC) 3 0.0845 0.3351 0.8883 20333'868 A8e.0033 2 0.0563 0.2840 0.9053 13816. 11.16 0.0422 0.2514 0.9162 10486 995811 0.0282 0.2108 0.9297 7094 8472 09 0.0241 0.1969 0.9344 6111 7952 .8 0.0211 0.1855 0.9382 5369 7521 (WITH SPECIAL INSPECTIONS WITH 33 % INCREASE) 8 0.0.033 0.0845 0.3351 0.8883 27043 17115 12 0.0022 0.0563 0.2840. 0.9053 18375 14780 16 0.0016 0.0422 0.2514 0.9162 13946 13244 24 0.0011 0.0282 0.2108 0.9297 9435 11268 28 0.0009 0.0241 0.1969 0.9344 8127 10576 32 0.0008 0.0211 0.1855 0.9382 7140 10003 LAUGHLIN & CO. _. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 PROJECT BY ►.xp- DATE4-- &7S -1 JOB NO. /2 ��I ZZ''6 SHEET—.' -?—OF 'n IL' 0.2 0 t r � 'j Uzzv ZScx� = J 4,' s C z,Sf,O, crvv n z 2�oovovy z /O Z iS5 vao 0 307 t 0 1 �44X x Zoo /. Z. ex12zlF:sr � 4� l-v� � �N-ra f�►c,vc-�,: 20 LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 f4xl I s gy X 5,0 = 350 1 5 x V-- cp3o z x I' X150 z Icm"iS��' 15' I.5 PROJECT BY DATE f -3 JOB NO SHEET OF l�: WtL', . ctwe-alv<) 1 25 W 3 crp 0 x i,2Ux 4 z° LAUGH LI N & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671.0822 PROJECT L' Ftk`l 12 BY ✓'�� DATLq-23 �i3 JOB N0. 92 -1,12. SHEET 10 OF�� T)L. _ 4- li SX O T L 69AC/ L X15 '1, x 84- j U 3.0 I ,� B4- d 0 84- x, 9. 5 z- 44Q '. n1 44cp x Z. X.15 + I Uu x , 5 x 1.25 w oy— To 'Qr, Iv,T 5(��m alr- S , 7 �ta►a �� : r. 22Ccp �' . -OT .44 SAT: PLANE - Planar Frame and Truss Analysis 'Jersion'l.66 - 0'/02/90 - C4.0 Corvriaht (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User 111FLAN-- Input data filename- AIRDECK.2' DATE: 4-26-1993 TIME: 13:29:10 UOJECT: PRUNE DEHYDRATOR ttl GENEPAL DATA tit (lembers: 14 Joints . 17, Lead Cases: 3 Loi¢ Combinations: 0 Elasticity: 29000.0 ksl Itructure: PLANE FRAME III JOINT DATA (feet) It$ :TT x Y RVH .00 .000 1 1 1 2 7.000 .000 1 1 1 1t.0�0 .000 4 21.000 .000 1 1 1 :8.000 .090 1 1 1 h Uo 7.500 0 0 0 7.000 7.500 0 0 0 2 14.000 7.500 0 0 9 5 21.000 7.500 0 0 0 t0 28.Q2� 7.500 D 0 0 11 000 15.000 0 0 0 12 14.000. 15.000 C 0 0 1?�.D00 15.000 0 0 0 lit MEgFER DATA It$ !WN, FH 10 TYPE AREA INERTIA E LENGTH sq in. 0114 ksi feet 1 1 6 0 96.0000 512.000 1125.0 7.500 2 2 7 0 96.0000 512.000 1125.0 7.500 3 e 0 96.0000 512.000 1125.0 7.506 4 a 9 0 96.0000 512.000 1125.0 7.500 5 5 10 0 96.0000 512.000 1125.0 7.500 6 6 11 0 96.0000 512.000 1125.0 7.500 e 12 0 96.0000 512.000 1125.0 7.500 8 10 1- 0 96.0000 512.000 1125.9 7.500 ? 6 7 0 48.0000 64.000 '2850.0 1.090 10 7 9 0 48.0000 64.900 2850.0 7.000 11 e 9 0 48.0000 64.000 2B50.0 7.000 1: 0 le 0 48.0000 64.000 2850.0 7.000 13 11 12 3 1.4790 4.130 29000.0 14.000 '_4 31.4100 4.130 29C00.0 14.000 tit ltsttItilt IiIt.litilt tit LOAD CASE 4 1 Ill 1ttlttttitttitttll}ltlR 111 1;=MBER LOADS (UMIF-klf, CDNC-kip=) !tt E tIEl1 LOAD ALPHA BEGIN END L!IIIG 13 .027 .00 .000 14.000 'JIIIF 14 027 .00 .000 14.000 UNIF 9 .090 .00 .000 7.000 G!1 I F 10 .090 .00 .000 7.000 Lill I F 11 .090 .00 .000 7.000 1!111F 12 .090 .00 .000 7.000 UNIF 1 .084 90.00 .000 7.500 ••_!!IIF 2 .084 90.00 .000 7.500 UNIF 3 084 90.00 .000 7.500. UNIF 4 .084 90.00 .000 7.500 UNIF 5 .084 90.00 .000 7.500 UNIF b .084 90.00 .000 7.500 UNIF 7 .084 90.00 .000 7.500 UNIF 2 .084 90.00 .000 7.500 tittittttitittitiltltlt tit LOAD CASE 0 2 tit tttttttt►rtt}ttllctt}cl itt MEMPFR LOADS (UNIF-klf, CDNC-kips) ill ?yF'E NEM LOAD ALPHA BEGIN END T11F 13 .007 .00 .m 14.000 UPIF 14 .007 .00 .000 14.000 Lill IF c .050 .00 .000 1.002 UIIIF 10 .050 .00 .000 7.000 UNIF 11 .0.50 . 'Li0 .003 1.000 UI! I F It. .050 .00 .000 7.000 9111F 1 .084 MOO .000 1.500 Lill IF 2 .084 90.00 .000 7.500 9NIF .084 90.00 .000 7.500 L1111F 4 .084 90.00 .000 7.500 JIIIF 5 .084 90.00 .000 7.500 UNIT 1 .012 .00 .000 7.500 !JIIIF 2 .012 .00 .000 7.500 UNIF 3 .012 .00 .000 7.500 UNIF 4 .012 .00 .000 1.500 UllIF 5 .012 M. .000 7.500 !JlI1F 9 .007 -90.00 .000 7.000 UNIF 10 .007 -90.00 .000 7.000 TU F 11 .007 -90.00 .000 7.000 UNIF 12 .007 -90.00 .000 1.000 UNIF I? .001 -90.00 .000 14.000 UNIF 14 .001 -90.00 .000 14.000 111J1F 5 012 .00 .000 7.500 UNIF 7 .012 .00 .000 7.500 !JIIIF 8 - .012 .00 .060 7.500 UNIF 6 .084 90.00 .000 7.500 LRIIF 7 .084 90.00 .000 7.500 UNIF 8 .084 90.00 .000 7.500 20 �IIIittItt►titttttt!ttt t l l • :LtIAD CASE it ? it! iii�itri�ttt�tttllttttt ' Ott HEm-KII LOADS (UHIF-klf, COMC-kips) ttt T' .F FIEri L' ALPHA BEGIN END u►:IF ! 007 .00 .099 14.090 �,.F 14 .927 .90 .002...14.000 UN I F 9 .050 .09 .090 7.9oe UllIF !9 .059 .00 .992 1.099 Tll I F ! 1 050 D0 .000 7 MO 11N I F! 2 .050 .29 000 1.900 . UHIF 1 .084 90.09 .090 7.500 UNIF 2 .084 92.00 .000 7.509 UHIF j .084 MOO .000 7.500 �IiIIF 4 .094 90.90. 1109 7.590. T i F 5 .084 90.00 .000 7.590 +;I; i F 1. .020 .00 . e00 7.599 UHIF b .020 .09 .900 7.500 UHIF 4 .0?4 90.00 .009. 1.500 1-111 F 7 ' .984 90.09 .009 7,590 LIN IF g .024 90.09 .900 7.500 IIIIIItII1tIIt11t11t11ttIII 111 LOAD COMBINATIONS 111 111111111111111IIM I11I111 III JOINT DEFORMATIONS 111 JOIN! N 1.0 AP ROTATION (rad) VERT (in) HORIZ (in) CA::E 1 .00000 .0000 .0000 CASE 00000 .0000 .0000 CAE '. 00000 .0000 .0000 JOINT 4 2 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00000 .0000 .0000 CAE 2 .00000 .0000 .0000 CAE 3 .00000 .0000 .0000 JOPIT it 3 LOAD ROTATION (rad) 'VERT (in) HORIZ (in) CASE 1 .00000 .0000 .0000 CICISE 2 .00000 .0000 .00Q0 CASE '.• .00000 .0000 .0000 JCI)II 4 4 LOAD ROTATION (rad) VERT (in) HORI,Z (in) SASE I .04000 .0000 .9099 CuSE .00000 .000Q .0000 CASE ' .00000 .0000 .0000 . 10 IM 4 5 LL G RL1TiM011 (rads ':ERT (in) HORIZ iin) CASE 1 .00000 .0000 .0000 C.) 2 .0000'4 .0000 .0000 CA=E 3 .00000 .0000 .0000 JOINT 4 6 LOAD ROTATION (rad) VERT (in) HORIZ (in] CASE 1, -.00008 -.0012 .0000 CASE 2 -.00050 -.0009 CAH 3 -.00022 -.0009. .0105 /¢/w _'Olii[ 4 t.0AD ROTATION (rad) VERT (in) HORIi (in) CASE 1 00000 -.logo .0000 CASE 71 -.00020 -.0006 :03@3 CAH ; -.00007 -.0006 .0104 JOINT f 3 UAD ROTATION (rad) VERT (in) HORII (in) CASE i .00000 -.0016 .0000 CASE 1 -.00020 -.0012 .0303 C4,` -.00014 -.21012 .8103 .M M # 9 LTJ„D POTATION (rad) VERT (in) HOR11 (in) CASE 1 -.00000 -.0008 .0000 CASE 1 -.00020 -.0006 .0303 CASE 3 -.00008 -.0006 .0103 JOITiT 1 10 LOAD ROTATION (rad) VERT (in) HOR11 (in) CASE .I 00008 -.0012 -.0000 CAGE 2 -.00041 -.0011 .0303 013E ' -.00012 -.0210 .010? JOINT LOAD ROTATION (rad) VERT (in) HORII (in) CASE I .00004 -.0016 .0000 EASE -.00067 -3012 .0872 CASE -.00022 -.0012 .0329 .ICI)i: a LOAD ROTATION (rad) VERT (in) HORII (in) CASE 1 .00000 -.0022 .0000 CASE 2 -.00013 -.0015 .0872 CA=E 3 -.00030 -.0015 .0327 JC•1NT 4 13 -)AD ROTATION (rad) VERT (in) HORII-(in) CAH 1 -.00004 ' =.0016 -.0006 L: ;E -.00071 -.0014 .0871 CASE 3 -.00031 -10013 .0326 111 MEMBER FORCES III MOM = Negative when clockwise (or causing top tension A1111p ,Dint analysis! ". SNF; - Positive when acting in the positive Y -direction AXIAL - Fositive when acting in the positive X -direction MEM -1P t 1 1.0;1D S -MOM E -110M S -SHR E -SNR S -AXIAL E -AXIAL (kip -ft) (kip.) (kips) (Vies) (kips) !nE 1 -.0870 -.1747 -.0349 .0349 1.75�F -1.;108 CASE 2 .5956 -.0525.. .1167 -.0282 1.'••142 -.7442 C.G E 2295 -.1955 .01,95 .0705 1.316 -.8076 110 r•T: 0.0 0.1 0.2 0.3 0.4 L+.5 0.6 0.7 0.8 0.0 1.0 CA^-•_ M: .09 .06 .03 .00 -.02 -.04 -.07 -..10 -.12 -.15 -.17 1 d: -.03 -.1143 -.03 -103 -.03 -.03 -.03 -.03 -.€'3 -.0' -.0' -.51 -.43 -.36 -.30 -.24 -.19 -.15 -.11 -.08 -.@5 .10 09 .08 .01 .06 .05 .05 .04 .07 CASE -.08 -.07 -.01 -.09 -.11 -.15 -.20 .08 .06 .05 .03 02 .00 -.01 -.03 -.04 -.06 -.01 ME 4BrF p 2 LOAD S -MOM E-MCI1 S -SHR E -SHR S-AXIK . E -AXIAL (kip -ft) (kip -ft) (laps) (kips) (kip=-) (kips) LSA 1 .0075 .0146 .0029 -.0029 .1.27172 -.6472 CASE 2 .9216 .6012 .2413 -.1588 1.0025 -.3725 CASE . .297" .2254 .0697 -.0697 .9961 -.3667 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CAKE M: -.00 -.00 -.00 .00 .00 .00 .00 .00 .101 .01 .01 I V: .00 .00 .00 .00 .00 .00 .00 .00 .00 c0 .00 CASE tl: -.92 -.74 -.5k -.40 -.23 -.08 .01 .21 .35 .40 .60 2 V. .25 .24 .23 .22 .21 .20 .19 .19 I8 .17 .16 CASE Y: -.W -.25 -.19 -.14 -.09 -.04 .02 .07 .12 .17 .- 3 V: .07 .07 .07 .07 .07 .07 .07 .07 .01 .07 .07 MEIIFER a LCIAD S -MOH E -MGM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CpSF. 1 .0000 .0000 .0000 .0000 2.25,9; -1.6299 Cw3E 2 .7264 .2102 .1691 -.0806 1.7024 -1.0724 CASE .2208 .0741 .0393 -.0393 1.70:4 -1.0724 1!1� PT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.01 CASE M. 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 J: .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CASE M: -.73 -.60 -.49 -.38 -.27 -.18 .-.OB -.00 .09 .15 .21 2 V: .17 I6 .15 .14 .13 .12 .12 .11 .10 .09 .08 CASE M: -.22 -.19 -116 -.13 -.10 -.07 -.04 -.01 .02 .04 .07 V: .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 0 0' z0• z0' ze' Zfl' Wze' zfl za ze zfl t, 60' ZO'- a0'- Sfl'- LO'- b0'- ii'- 711- bT'- 9T'- l0' i0' 60' S0' 90' 90' LO' 8fl' b0' flt• TI' �r1 Z 1.61 00' to'- a0'- Be'- 11'- 91'- iZ'- LZ'- 6b'- 35�J � 00' OF 00'. 00' W00' 00' 00' 00' 20' fl0' A T �N fl V 4' OO' 00' 0a' 00' 00' 00' 0C' 20' fl0' fl0' 00' 0'1 6'0 8'0 C'0 9'0 5'fl b'0 Co Z'0 119 0'0 91;l li Ot- ULU- 08-L' 9110'- 9110' 0000' S9CT' 3�7] 08 0'- 08ZL' SOZO'- 0681' 9009' L58t' � 3Sb3 CBCi'- 0800'1 0000' Me' Hot' Oa60' i KU (sdr:{i 1=d1�1 (sdi�) (sdt'i! l,)-dil) I,I-deal IVIXV-3 IVIXH-S- 8HS-3 8HS-S NOW-3 WON-S avol L 0 8HR73W b0'- ZO'- 00'- a0' ZO' t0' S0' LO' 80' fli' 'G .! 3SU OC ifl' SO' 9C' 90' S0' i6' 00'- 901- iT'- B1'- 00'- 00' TC' Zfl' ia' a0' SO' 90' 90' L0' 80' 7 afl' 60' 00'- ZO'- to'- 90'- 60'- iT'- BT'- iZ'- bl'- sW KIy; ,3'- 4a'- za'- 70.- Zfl'� ZO'- 70.- Z0'- la'- 10'- ZO'- •Lj 1 C- 00' ifl' i0' a0' SO' C0' 80' 69' 0i' Zi' iT' �U 35HJ a'T 6'0 8*9 CO 9'O 5,'0 Vo VO Z'fl T'O fl'fl �1•i MIT sj3Sn; 06b0'- Wi ' 8650' Zb66' 0000' 8T81' l 0btfl'- 0609' 8500' LZBO' 680'0' Z88Z' Z W x681'- 0618'. WO, alio'- 0000' LEE- i 3Su3 (:d i:{) (5di'{) (:dil) (`-dt'{) 1,1Ai:{) 1HIXH-3 1MV-5 VS-3 8HS-S WOU-3 N061-S 8b'J'1 9 a 83d: lCJE- IX_ •LP.AC, S -Hall E -MOM S -SHR E -SNR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (Vies) (kiprl 1307 .0000 .0114 -.0174 .8170 -.1p90 r -.ASE 4'•17 MOO .1018 -.013: PIT -.0490 :AE ; 20.9 0000 0;.72 -.0::12 .6790 -.0410 C.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.9 0.' l.l' C, --SE M: -.13 -.12 -.10 -.09 -.08 -.07 -.05 -.04 -.03 -.01 00 1 t': .02 02 .02 .02 .02 .02 .02 .01 .01 .01 .02 -.36 -.29 -.23 -.18 -.13 -.09 -.Ob 2 10 .09}E 36 .0-r 06. 0`• .04 ri._E t1: -.20 -.18 -.ib -.14 -.12 -.10 -.08 -.06 -.04 -.020 d 03 .03 .03 .03 .03 .03 .03 .03 .03 .03 @3 `IEMPE4 9 LOAD S -MOM E -MOM S -SHR E -SHR. S -AXIAL E -AXIAL (1.ip-f t) (kip -f t) Iki0S) (kips) (Vies) (kips) 1 3053 .3282 X115 -.0175 -,2357 -.5329 .0652 .2848 .VA 5 -.10J5 L•'.. L C SE 017:7 -.3'85 .128b 2214 .169' -.1697 1;0 PT: 0.0 0.1 0.2 Z. 0,4 0.5 0.6 0.7 0.8 .03 .13 .19 .20 .11 L9 -,0', -,19 -.40 .24 .18 .11 .05 -.91 -.CIO -.14 -,20 (ASE n: 24 .27 .28 .26 .22 16 .07 -.QHS -.18 -.35 -,5.- V: 01 .03 -.00 -.04 -.07 -.11 -.14 -.18 -.21 CAS= N: -.01 .06 .12 .15 .15 .13 .09 .02 -.08 -.20 -.34 3 V: 13 .09 •0b 02 -.01 -.05 -.08 -.12 -.15 -.19 -.22 TEMPER 1 10 S_ Holl E -YOM S -SHR E -SHR S -AXIAL E -AXIAL lkip-ft) (kip -ft) (Xie-) (kips) Rin) (kips) -.3545 .3191 .7109 .0145 -.0145 CASE Z -.068', -.54'1 .0877 .2623 -.0653 .0063 CA .31 .1131 -.:206 .1454 .2046 .1020 -.1000 1,10 PT: 0.0 0.1 0.2 C.3 0.4 .0.5. 0.6 0.1 .0.0 0,? 1. C,.3E 1: -.39 -.18 -.01 .09 .16 .18 .16. 10 -.00 -.;b -.'S 1 32 .16 .19 .13 .07 .00 -.06 -.12 -.18 -.25 -.31 CASE M: 'j7 .12 .14 .14 .12 .07 -.00 -.10 -.22 -.37 -.54 l V: 09 05 .02 -.02 -.05 :09 -.12 -.16 -.19 -.23 -.26 CAH 11: -.11 -.02 .04 .08 .10 .09 .06 -.00 -.08 -.19 7. V: 15 .11 .08 .04 .00 -.03 -.06 -.10 -.13 -.17 -.20 tIEMF�R k 11 L AG S-nOli E -MOH S -SHR E -SHR S -AXIAL E -AXIAL Rip -'ft) (kip -ft) (kip_) (kips) (kips) (kips) c 1 3545 -..3829 .3109 .3191 .0145 -.0145 CAE 2 -.1528 -.4975 .0821 .1674 .0221 -.0111 E .0656 -.3163 .1398 .2102 •0042 -.0842 P10 FJ: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0,8 0.9 1.0 CASE M: -,35 -.16 -.00 .10 .16 .18 .16 .09 -.02 -'.18 -.39 .25 .18 .12 .06 -.00 -.01 -.13 -.19 -.26 -,32 CASE u: 15 .20 .22 ,21 .19 .13 .0b -.05 -.l7 -.?2 -,50 2 V. 08 .05 .01 -.02 -.06 -.09 -.13 -.16 -.20 -.2'.• -.27 1,ASE M: -.07 .02 .08 .11 .13 .11 IN .01 -.01 -.18 -.::1 1: .14 .10 .01 .03• .00 -.04 -.07 -.11 -.14 -.18 -.11 S -11n11 E-M0M S-SH't E-SHR =-FiXIA' E -AXIAL l9/.0, Rip -ft (kip -f t1 (kips) (kiDs) (kips)(Lip_) 1 ,975 -.?053 .3292 .3018 017`. -.9175 WE CASE -.0870 -.5111 .0810 .2690 -.OB;' f•35., c vE.146, �_A -.'�1�8 4. .1 53 .2037 AH9 - .9189 .1]17 Mo I : D•0 0.1 0.2 0.3 0:4 9.5 0.6 9.7 C••B 0.7 !.S CASE H: -•°@ -..19 -.13 .09 .17 .20 .19 -.05 .1? .03 -.11 -.la -.12 -.24 -.31 -.30 1 !: .33 .27 .20 .14 .15 .0B .12 .01 .06 -.11 - -.41 -.57 �; C8 .05 .15 .91 -.02 -.06 -.09 -.13 -.16 -.20 -.23 -.27 WE t: -.11 -.02 .04 .09 .19 .09 .06 .90 -.08 -.19 -•31 V 1`: .11 .06 .04 .00 06 MEMER 0 13 LOU S -MOM E -110M 5 -SHR E -SHR 5 -AXIAL E -AXIAL MD -M, (kip -ft) (kip_) (kips) (kips) (kips) CASE I ,009@ MOO .1B90 .1890 .0174 -.9174 CFSE i .ODOR .ODD@ .9499 .9490 .0058 -.0198 IC+SE - .0090 .0000 .0490 .0490 9509 -.0509 MZ FT: 0.9 9.1 0.2 9.3 0.4 9.5 0.6 0.7 D.8 9.9 1.0 CAc_c � 11: .90 .24 .42 .56 .64 .66 .64 .56 .42 .24 .00 1 V; _. 19 15 .11 .98 .04 .90 -.94 -.08 -.11 -.15 -.1? CG=E M: 00 .06 .11 .14 .16 .17 .16 .14 .11 .96 .00 2 V: .04 .9' .02 .90 .90 -.00 -.92 -.@? -.04 -.05 .05 .00 .06 .11 .14 .16 .17 .16 .14 tl .06 .00 .05 .04 0.'_• .92 •90 .00 -.90 -.02 -.03 -.04 -.05 HEMI R d 14 LOAD S-I+Oti E -MOM MR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (Lip_) M ps) (hiE.s! (kips) 00@0 .09@0 .1999 .1890 •0174 -.0174 Ca_ 2 .9000 .0009 .0499 .9490 -.0007 -.0133. r; ;E :, OC@D @000 .@450 .045'9 .027;. -.9272 0.9 0.1 C.7 0.3 0.4 9.5 0.6 9.7 0.8, 9.9 1.D CASE Y,: 90 .24 .42 .5b .64 .6b .64 .56 .42 .24 �^ .15 .11 .98 .94 .09 -.C4 -318 -.11 -.15 -.19 CAE fl: .19 .02 .06 .11 .14 .16 .17 .16 .14 .11 .06 .00 @5 .04 03 02 D0 .00 -.09 -.92 -.0' -.04 -.05o CASE M: OD .06 .!1 .14 .16 .17 .16 .14 .11 .06 @0 U. 19 .94 .03 .92 .90 .90 -.00 -.92 -.03-.D4 -.D5 s.ti ,c�it:;;l�lc�h tUha,cti HI �irrurl: ++F 9Ai MOMENT (kip-ft) RY (kips) RX tkipa) �A.-p 1 -.09? 1.751 .035 ra;E 556 1.3?4 C.r. 230 1.438 _ t 'pA0 0ME►1T (kip-ft) RY (kips) RX (kips) CAE 1 .007 1.277 -.003 CA_E .2 .922 1.002 CASE .290..977 -.010 -OA0 i 01 E1dT (i;ip-ft1 RY (kips) RX (kips) CAE 1 Mc 2.260 .000 r E < 126 1.1132 CAE 221 1.102 -.0i•9 .!Olt�t 4 04D MOMENT (kip-ft) RY (kips) RX (kips) CASE : .91.3 .979 -.244 Ci:SE 205 .907 -.065 �ettil a 5 LOi,D MOMENT (kip-M RY (kips) RX (kips) CASE 1 .087 1.751 -.035 CASE 691 1.578 -.155 CASE .237 1.513 -.046 End of PLIK Elapsed Time: 3 min 27 sec LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 6711008 FAX (916) 671.0822 5'&Toi4/4D sU644/7-T/fL n 1 - I • r� .PROJECT + BY j PE~4,IG DATE COUNTY OF BUTTE JOB NO. _ Z -,59?- BUILDING '~ZZBUILDING DEPT SHEET �� N AM 3 0 1993 • r MM2 i. , ' .r"� . w • C t' , � V a 144X L / ,3 z ov" op.7c, �i!'teaLC40 _ — M7GS eco cn7v SEC. 240 F. Ttkt Zo" t0twi+ , 12 4A �F.a �ur1 A . U�r��d "�►.a � ,juyyUxyl�2x4�ib�'1zgxlZ= �,3�/I� ' • ��.(�f:F 1 I W �1� t I►:, dt.:t., .. � 1C' r"r`a['�-� �'(��05XiiG 271( 1� 12 G� z ,IvS 7z ,IDS (¢,)/17. + Tr Z �-, r5 ��E OBEX S/OE �dR ;�6 ��Ei�ff LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671.0822 W r Z ('Z -7) a m 45x1Szxl.5 = 151?y PROJECT �f yn BY J.51;� CZ DATE Z3 �? JOB NO. 99? -S-7 ?-/ SHEET- 7- OF 10 CUD) z YOU cyt—ll. Fho opine - r >r Tw„00 = 14.4 x I.LXt X 4 110 9,170*4 . L; i or- aLocr_.. oj:- . 091r, Sm C'i.,)E:7 JL. S141 I OG CfII.Cf,� wI I/v x'1. CA Coywe*2- jo�/20(/149E- SrP6-C . /Z GEC l�,�g(,E ,QE/HCl F a �i C 3i-0xZ.�1/�.��ti�4, LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 6711008 FAX (916) 6710822 LOW-> ITt 0 PROJECT BY DAT JOB NO.— SHEET OF �orl 4 T> i - VxLL L10 -Met 00 x pArpi_m_l,qkM,,, - < `.y LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY; CA 95991 (916) 671-1008 FAX (916) 671-0822 PROJECT �1` /s — BY J. 5f �� DATk?-3—/a -7 JOB NO. 7Z—SZz d SHEET OF 1Z- i 8 ii q iZ to 0�/Iy1/,3fZ� O G I X Y -)TS r 17 - ¢x 20 gv !� o 1Z- LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD . YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 PROJECT BY ✓CGS DAT JOB N0.- -127 SfEE_-T OF1A v� x*r ;- LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY; CA 95991 (916) 671.1008 FAX (916) 671-0822 PROJECT BY ✓, �P �c DATE (L13 —93 JOB N0. 9L SZ2�` SHEET V' OF 10 H-ONFZY h y//A6.00,?3 x 15.375 3-9.5 \/OIL v'e-G, c' eI ��/lS c 1; s ��S *740 A 15 0 0 E 217000000 Em= 112.5000 n=25.8 FA fy- d xio-r -7.(,.34, d= 0 #4 REBAR 8" -BLOCK 8 steel steel masonr 1 n so r SPACING p pn k Mmax MmaA 8 0-.0033 0.0845 0.3351 0.8883 ..20333 0 333 64 4 6434 12 0.0022 e.0563 0.2840 0.9053 13816 6 5556 5 .5 g 6 -6 7 �-UT2 7 -9 �-6 I '6�� 10486 .49 0.0282 0.2108 0.2108 0.9297 0.9297 - -, - .7 -0 28 0.0009 0.0241 0.1969 0.9344 11 11 397 6 3976 32 .0.0008 0.0211 0.1855 0.9382 5369 3761 (WITH 33 INCREASE) .8 0.0033 0.0845 0.3351 0.8883 27043 8557 12 0.0022 0.0563 0.2840 0.-653 653 18375 7390 16 0.0016 0.0422 0.2514 0,269162 '13946 6622 24 0.0011 0.02821 0.2108 0.9297 9435 5634 28 0.0009 0.e241 0.1.969 0.9344 8127 5288 32 0.0008 0.02.11 0.185- 0.9382 7140 5002 (WITH SPECIAL INSPECTIONS NO WIND OR SEISMIC) 8 0.0033 0.0845 /P.3351 0.8883 20333 1111-1868 12 0.0022 0.056 0.2840 0.9053 13816 11113 16 e.0016 0.04'2 0.2514 e.9162 1e486 9958 24 0.0011 0.0,282 0.2108 0.9297 7094 8472'' 28 0.0009 _0/0241 0.1969 0.9344 6111 7952 32 0.0008, 0.0211 0.1855 0.9382 5369 .7521 (WITH SPECIAL I-N-rfECTIONS WITH 33 % INCREASE) 8 0.9133 0.0845 0.3351 0.8883 27043 17115 12 0/0022 0.0563 0.2840 0.9053 18375 14780 16,0 z ..0e16 0.0422 0.2514 0.9162 13946 13244 24/0.0011 0.0282 0.2108 0.9297 9435 0-E)009 0.0241 0.1969 0.9344 .11268 8127 10576 /32 0.0e08 0.02.11 0.1855 0.9382 .7140 10003 \/OIL v'e-G, c' eI ��/lS c 1; s ��S *740 A f: LA U G H L 1 N S C O. PROJECT N `li•> ►�}� io Q CIVIL ENGINEERS BY .1spshxC, DATELV, l� 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 r (/ (916) 671.1008 FAX (916) 6710822 JOB NO. '� Z 7 - SHEET .? -SHEET=.gOFT G r 51 aau 7-5 Z T50 u vv -- 290o v ov w— )� s k : � 2tvrc3c�4> 5u %/ 'TC As I/s- .. .:.. ���, � ��2 is �,��.�)(. �I)(12xt`��•�'33�. I' I Z 5 1,44 d x�2 .a r ! V'Gz.l��l a i,r7 �S�'Psi Cr VIC L7-4,' ' • r ' LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 PROJECT BY. DATE 'L23 JOB NO SHEET OF 14- x '1,5 x4 - x 5,0 $4- e' IS" �P- 'L/p vw Y,5 4.25, -1-502 X 1. 5 z 441 Woo ly ,5,0 � 114, 4L etc. . LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 "'Sfsrf-' M,,, -r e rg Gu& . - -7,5x t (P30 3,5x5o t 115 1,5x?4- -, M4- .),784- x z 5 1-44U PROJECT BY D AT Lq -23 JOB NO. 132 1?2 e SHEET- 10OF !W 44o X Z X.15 + I at) x x 1.25 2 f4va it py- ku c To tI PA (2 Sro, r Lo •SA1: -PLANE - Planar Frame and Truss Analysis "1Fr_ian' 1.66 - 83/02/90 - C4.8 Car°iriaht (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 ` (407) 727-1562 User tIFLANF Input data filename: AIRDECK.2- DATE: 4-26-1993 TIME: 13:28:18 PFOJECT: PRUNE DEHYDRATOR III GENERAL DATA lit Members: 14 Joints . 13 L,ad Cases: 3 Load Combination': 0 Elasticity: 25000.0 ksi Structure: PLANE FRAME tit 301111 DATA (feet) III 0 96.0000 JT % Y RVH 96.0000 1 .000 Oa9 1 1 1 4 7.900 .000 1 1 1 7.500 14.000 .000. 1 1 1 4 21.000 .000 1 1 1 64.000 X8.000 .000 1 1 1 6 .0�9 1.500 0 0 0 - 7 . e90 7.509 0 a 0 2 14.0010 7.500 0 0 0 . 11 21.0@0 7.500 0 0 0 14, 28.008 7.500 0 0 8 It .000 15.009 0 0 0 In 14.900 15.009 0 0 0 )> « .909 15.000 0 0 0 lit MEPIFER DATA It$ f1E11 Fit 10 TYRE AREA sq in. 1 1 6 0 96.0000 2 512.e08 7 0 96.0000 1125.0 7.500 a a 96.9@e9 4 4 9 0 96.0000 7.500 5 10 0 96.0000 5 6 11 0 96.0000 64.000 a 12 0 96.0000 F 10 1• 0 96.0000 ? E 7 0 48.0000 19 7 8 0 48.0000 11 @ 9 0 48.0000 1: •19 0 48.0000 13 11 12 3 1.4100 '4 12 17, 3 1.4790 INERTIA E LENGTH in114 ksi feet 512.e08 1125.0 1.5@0 512.000 1125.0 7.500 512.000 1125.0 7.500 512.000 1125.0 7.500 512.000 1125.0 7.500 512.000 '1125.0 7.500 512.000 1125.0 7.500 512.000 1125.0 7.500 64.000 2850.0 7.000 64.009 2850.0 7.000 64.000 2B50.0 7.000 64.009 2850.0 7.000 4.130 29000.0 14.000 4.139 29C00.0 14.009 a tttditttIItilitlt.l111!1 ttt LUAD CASE k 1 III .• 1tttlttittflttttltittlR III F;_HBER LOADS (UNIF.-klf, CONC-kip_) III '•t=E 11EM LOAD ALPHA BEGIN Lill 1r 13 .027 .00 .000 T1IF 14 .021 .00 .000 UNIF 9 .090 .00 .000 U!IIF 10 .090 .00 .000 UN 1F 11 .090 .00 .000 11111 F 12 .090 .00 .000 UHIF 1 .084 90.00 .000 LIN IF 2 .084 90.00 .000 UNIF 3 .084 90.00 .000 UllIF 4 .084 90.@0 .000 LIN IF 5 .084 90.00 .000 UNIF t .084 90.00 .000 UNIF 7 @84 90.00 .000 UNIF .2 • .084 90.00 .000 Itttfittttitttttttttttt tit LOAD CASE 0 2 ttt titittttttltttttttllttt ttf MEMBER LOADS (UNIF-klf, CONC-kips) III `YF'E NEM LOAD ALPHA BEGIN UlIIF 11 .001 .00 .000 UHIF 14 .007 .00 .000 LIN IF .050 .0@ .000 LINIF 10 .050 .00 .000 Ull I F 11 .050 @0 .000 U11IF 12 .050 .00 .000 'JNIF 1 .084 90.00 .000 LIN IF 2 .084 90.00 .@00 9111F .084 90.20 .000 UNIF 4 .084 90.00 .000 U111F 5 .084 90.00 .000 UII I r 1 012 .00 .000 UNIF 2 .012 .00 .000 UNIF 3 .012 .00 .000 UNIF 4 .012 .00 .000 UNIF 5 .012 .00. .000 UNIF 9 .007 -90.00 .000 UNIF 10 .007 -90.00 .000 'JNIF 11 .007 -90.00 .000 UNIF. 12 .007 -90.00 .000 UNIF It .001 -90.00 .000 UNIF 14 .001 -90.00 .000 11111E h .012 .00 .000 UNIF 7 .012 .00 .000 'JIIIF 8 .012 .00 .000 UNIF b .084 90.00 .000 .INIF i .084 90.00 .000 U11IF 8 .084 90.00 .000 END 14.000 14.000 7.000 7.000 7.000 7.000 7.500 7.500 7.500. 7.500 7.500 7.500 7.500 7,500 END 14.000 14.000 7.000 7.000 1.@0@ 7.000 1.500 7.500 7.500 7.500 7.500 7.500 7.500 7.500 7.500 7.500 7.000 7.000 7.000 7.0!00 14.000 14.000 7.500 7.500 7.500 7.500 7.500 7.500 ►►itt tttItItIIIItl!t1t t It CASE if z it! iI ii►iittlititItItilt ' tit IlEII9ER LOADS (UIIIF-kli, COAG -kips) IRI Ty. Z MEM L11AD ALPHA BEG III END UI•."IF 13 .007 .00 .clog 14.000 �'II1F 14 .007 .00 .009 14.900 UII I F 9 .050 .00 .009 7.000 UUIF 10 .950 .00 .003 7.000 'JII I F 11 .050 .00 .000 Moo IIIIIF 12 .050 .9g .000 7.000 . UN, IF 1 .024 90.00 .000 7.599 . I!111F 2 .084 90.00 .000 7.509 RIP 3 .084 99.00 .000 7.500 UNIF 4 .094 90.00 .900 7.509 U I F 5 .084 90.00 .000 7.590 UllI I F. i .021 .00 .700 7.509 UII I F b .020 .09 .000 7.5g@ IAAF .5 .084 90.00 .000 7.500 I.II I F 7 .084 90.90 .000 7.500 UN I F g .084 90.00 .000 7.1-00 t1{t11 Mt I M1tittittttllt ttt LOAD COMBINATIONS tit ItttllItItIIItII11.11111111.1 tit JOINT DEFORMATIONS Itt JC,P4I N 1 LOAD ROTATION (rad) VERT (in) HORIZ (in) CAS 1 .00000 . n0 .0000 [AH Mofl0 .0000 .0000 CAE .00000 .0000 .0000 JOINT 4 2 LOAD ROTATION (rad) VERT (in) HORIZ (in) 'CA3E 1 .00000 .0000 .0000 C16,;E 2 .00000 .0000 .0000 CA;[ ?. .00000 .0000 .0000 JOINT 1 3 LOAD ROTATION (rad) 'VERT (in) HORIZ (in) CASE 1 .00000 .0000 .0000 CASE 2 . Moo .0000 .0070 CASE 3 .00000 .0000 .0000 JCIHI e a LOAD ROTATION (rad) VERT (in) HORIZ (in). CASE I .021000 .0000 .0000 CAE 1. 00000 .0000, .9000 LATE 3 .00000 .0000 .0000 J0'IT 1 5 LF-0ii'M011 (radi ':ERT (in! HORIZ (ini CASE 1 .00000 .0000 .0000 C�iE 2 .0000'8 .0fl00 .0000 CAH ? .00000 .0000 .0000 JOINT 1 b -LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00008 -.0012 .0000 CASE 2 -.0.110950 -.0009 .0:03 CASE 7• -.00022 -.0009 .0105 JJIlI� 5 1 /��ii% HIAD ROTATION (rad) VERT tin) HORIi (in) -CASE 1 .00000 -.oboe .0000 CASE 2 -.00020 -.0006 :01103 CASE 3 -.00007 -.0006 .0104 •JOINT R e UAD ROTATION (rad) VERT (in) HORII (in) CASE 1 .06000 -.0016 .0000 -.00038 -.0012 .0303 CA_; -.00014 -.0012 slot .CRIT a ? --4CIAO 1 POTATION (rad) VERT (in) HORII (in) CASE 1 -.00000 -.0008 .01000 iASE 7 -.00020 -.0005 .0303 C:dSE _. -.0e00a -.00a6 .0103 .�nlnT a 10 ;.CAD ROTATION (rad) VERT (in) HORIi (in) rU 'E 1 .00000 -.0012 -.0000 CAFE 2 -.00041 -.0011 .0303 CASE '_ -.00012 -.0010 .0103 JOINT B ll LOAD ROTATION (rad) VERT (in) HORIi (in) CASE 1 .00004 -.0016 .0000 [4 S E -.00061 -.0012 .3872 LASE ? -.00022 -.0012 .0329 .JOIN:,_ s 12 LOAD ROTATION .(rad) VERT (in) HORIi (in) CASE 1 .00000 -.0322 .0000 CA"_.E 2 -.00073 -10015 .0872 CASE 3 -:00030 -.0015 .8327 LOAD ROTATION (rad) VERT (in) HORIi'(in) CASE 1 - MOT'i =.0016 -.0000 -.00071 -.0014 .0871 CASE 3 -.00031 -.0013 .01126 311 HEMPER FORCES III MOM - Negative when clockwise (or causing top tension U.11,12 point analysi l S -AXIAL SHR - Positive when acting in the positive Y -direction (kip -f t) (kips) AXIAL - Positive when acting in the positive X -direction 1 MEMSER 1 ! .0146 .0029 -.0029 1.2772 -.6412 LORD 2 S-1-1011 E -110M 6 -SHR .6012 E -SNR S -AXIAL E -AXIAL 1.0225 -.3725 (kip -ft) (kip -ft) (kioa) (kips) 11;ip_1 (kips) .0697 rAcr 1 -.0697 -.0970 -.1747 -.0347 0349 1.7 0F -1.;2f8 0.1 CasE 2 0.3 .57756 -.0525 .1167 0.7 0.8 -.0282 1.'742 CASE M: CGE -.00 2295 -.1955 .0195 .00 .0705 1.1376 -.8075 .01 111, rT: 0.e 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CAS: 1: .09 .06 .03 .00 -.02 -.04 -.07 -.10 -.12 -.15 -.11 1 'd: -.03 -.1K -.03 -.03 -.03 -.03 -.0' -.0' -.f'3 -.0' -.0' CASE N: -.60 -.51 -.43 -.36 -.30 -.24 -.19 -.15 -.11 -.08 -.05 ? d: .12 .11 .10 .09 .08 .01 .06 .05 .05 .04 .03 CASE M: -.2' -.18 -.13 -.10 -.08 -.07 -.07 -.09 -.11 -.15 -.20 7: .08 .06 .05 03 .02 .00 -.01 -.03 -.04 -.06 -.0? MEHPCR A 2 LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip - It) (kip -f t) (kips) (kips) (kips) (kips) C SE 1 .0075 .0146 .0029 -.0029 1.2772 -.6412 CASE 2 .9216 .6012 .2471 -.1588 1.0225 -.3725 CASE 2975 .2254 .0697 -.0697 .1967 -.3E67 1!10 PT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CASE M: -.00 -.00 -.00 .00 .00 .00 .00 .00 .111 .01 .01 1 V. .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 L,,SE H: -.92 -.14 -.5h -.40 -.23 -.08 .07 .21 'S .48 .60 2 'J: .25 .24 .23 .22 .21 .20 .19 .19 .12 .17 .16 rASE M: -.'0 -.25 -119 -.14 -109 -.04 .02 .07 .12 .17 .2 3 4: .07 .07 .07 .07 .07 .01 .07 .07 .07 .07 .07 HEMFER LEAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CAF. 1 .0000 .0000 .0000 .0000 2.2597 -1.6299 USE 2 .7264 .2102 .1691 -.0806 1.1024 -1.0724 CAFE LL09 .0741 .0.9.+ -.0393 1.70274 -1.0724 1!!c PT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.9 1.1 CASE M. .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 7- .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CASE M: -.73 -.60 -.49 -.38 -.27 -.18 -.08 -.00 .08 .15 .21 2 U: .17 .16 .15 .14 .13 .12 .12 .11 .10 .09 .08 CASE M: -.22 -.19. -.16 -.13 -.10 -.07 -.94 -.01 .02 .04 .07 V: .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 �7P 'S cm6z!� Soi� i Off 21 NI�57•tlgER S P= �.s-7 <� /1=0.O12 0,01�- -- 04-3st 1.57S 7 0.375 HEUER 1 4 LOAD E -MOM, USK S -AXIAL (Vip-f t) (kip -it) (kips) (kips) (gips) CAH .1 -,0075 -.Otlb -.0027 .0927 1.2772 VVE 2 .91,11 .5945 2437 -.1554 .7787 CASE.2851 .21846 0653 -.065: .9265 1111 0.1 1.1 0.2 1.3 1.4 8,5 1.6 1.7 0.9 'ASE .99 .19 .00 .00 _.Oz -.go _.ZZ -.01 ill - .1110 - .00 R, CASE M. -.73 -.56 -.39 -.27 -.08 .07 .120 _4 2 Y .24 .2? .22 .21 .20 .19 .19 .17 -,29 -.24 -,Il -.14 _,@q -.04 M V: .97 .07 .17 .17 .17 .17 .17 .17 .17 HEUER P LOAD Smom Pliom USK SWAL (kip -fl,) (kip -ft) (kips) (kips) (kips) CASE 1 .0979 .1747 .0349 -.0349 1.7598 CAE 2.1393 -.0665 <::j.578 0461 -.9461 M127 CAR 5. 2,17 1 Ing 9.0 9.1 9.2 0.3 0.4 M 9.6 9.7 0.8 CAK --.09 -.96 OIL .04 .97 .10 .12 I V: 0 .07 .97. 0 .03 .01 .971 USE M: -.69 -.52 -.47 -.33,7 -.28 _119 -.11 -.04 .1.3 2 V: .15 .15 .14 .11 .12 .11 .19 .09 .99 SASE -4 -.06 .00 .04 M, . __ -.22- -.17 -.11, -.10 V. 05 .95 .25 .05 .95 .95 .05 M .05 . LOAD SOON Emom YSHR USR PAUAL (kip -ft) (kip -ft) (kips) kips (kips) CASE 1 .0000 -.0174 .9174 .819-11 CASE 2 .2882 .0000 .0827 .0058 .6799 SASE 3 .1813 .0000 .00772 .0508 .6770 1-10 Pl: 0.0 9.1 9.2 0.3 0.4 0.5 9.6 0.7 9,B CASE M: .13 .12 .10 .09 .08 .07 .95 .04 .0 1 -.02 .92 -.02 -.92 -.9 I V: -.02 -.02 -.02 -.02 WE A: _A9 -.23 -,IB -.0 -.09 -.06 -.04 -.02 2' V: .06 .07 .16 .06 .05 .04 .03 .02 .0 CASE M, -.18 -.11 -.06, -.19 .03 .05 .06 .06 .0 3 v! .10 .08 .07 .05 .04 .02 .00 .00 M E -AXIAL (kip`) -.6472 _08, -.3565 0.9 A .46 .Ib .16 .07 .07 LOAD 540M U110M S -SHR USHR S -AX I AL (kip -f t) (kip -it) (ki.ps) (kips) (kip_) CASE 1 .0909 .0000 MOO .9099 MORO CASE 2 .4957 .9009 .1090 -.9205 7280 CASE 3 .1765 .9000 .0236 -.0236 .7280 100 0.0 oll 0.2 0.3 0.4 M 9.6 0.7 0.8 LASE M: log .90 .90 go 00 .00 .09 .go 210 . 1 V: .210 .09 .09 .99 .00 .00. .00 00 Zu CASE M: -.47 -.41 -.34 -.27 -.21 -.16 -.11 -.08 -.04 7 V- .11 .19 .07 .08 .07 .06 .06 .05 34 CASE PI: -.18 -.16. -.14 -.12 -.11 __.V -.07 _.V 7-04 .92 .02 .92 .02 .92 92 .02 M .02 EMAL (kips) -1.1208 -.9420 -.8827 0.9 1.0 .15 .17 .0.1 .07 .09 lid .08 .07 .97 .11 M .05 PAXIAL (kips) -.1090 -.0490 -.0490 0.9 1.0 .01 , ZO -.02 -.0 .00 .07, 30 -.00 03 .00 -.04 -.05 UAXIAL Mips) -.'790 .030Z -.098o E -AXIAL Lr_,AO 5-11011 E -MOM 5 -SHR E -SHR S-A:+:IAL (k.ip-ft) (kip -f t) )kips) (kips) lk.ies) (kips) CAC.E 1 1'01 .9000 .0174 -.0174 .81;0 -.1899 CA_,E .47117 .00219 .12118 -.013. .67s'e -.0440 20:9 0272 -.9212 5740 -.e4^e �s 'a+SE .3 .0000 9 0. 0.1 0.2 0.3 0.4 9.5 0.6 0.7 0.9 0." l.0 -.13 -.12 -.10 -.04 -.98 -.07 -.05 -.94 -.0' 02 02 .02 .02 .02 Ci3E t!: -.4' .02 -.?6 -.,9 -.23 -.18 -.13 -.04 -.06 -.e-• -.01 .210 .9 06 .91 .06. e`• .04 .9. 92 .9l �_ifC.F Ft: -.20 -.18 -.16 -.14 -.12 -.10 -.ca -.05 -.04 -.02 .00 J:93 .03 .213 .03 .03 .03 .03 .03 9 21:. 0' `IEMC+ER a 9 Loup S-fIOM E-MOp1 S-5HR E-5HR S -AXIAL FAX IAL (1:ip-ft1 (kip -ft) (kips) (kips) (tries) (kips) 1 3053 -.3975 .3018 .3282 .0175 -.9175 2 -.2'57 -.5324 .0652 .2848 .VAC -.1035 C=.SE .0137 -. ,385 .1296 .2214 .169.7 -.1647 0.0. 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.9 9.9 1.0 .03 .13.14 .20 ..17 .09 -.03 -.19 -.49 39.24 .18 .11 .95 -.91 -.08 -.14 -.29 .24 .21 28 .26 .22 .16 .07 -.0` -.18 -.35 -.5. V: .07 .03 -.00 -.04 -.217 -.11 -.14 -.18 -.21 -.25 -.28 CAS= M: -.01 .06 .12 .15 .15 .13 .219 .92 -.08 V: 1' .09 .06 .92 -.01 -.05 -.Q8 -.12 -.15 -.14 -.,2 nEMBEF 10 )_tA� S -MOM E -MOM S -SHR E -SHR S -AXIAL E-A);IAL (kip -ft) (kip -ft) (kips) (kips) ((:ins) (kips) -.3545 .3141 .:104 0145 -.0145 CASE .3824 -.068' -.54'i .0877 .262? -.21653 .0063 C�3E 1131 -.:296 .1454 .2946 .1ON -•1000 Ple PT: 0.0 0.1 9.2 C.3 0.4 0.5. 0.6 0.7 .9.8 O.? 1.0 CAH t': -.38 -.18 -.02 .94 .16 .18 .16 .10 -.09 -.16 -. 1 ':: 32 26 .14 .13 .07 .09 -.06 -.12 -.1B -.25 -.31 CPSF M: .07 .12 .14 .14 .12 .07 -.00 -.10 -.22 -.37 -•54 l: .219 .05 .02 -.02 -.05. -.94 -.12 -.16 -119 -.,3 -.26 CASE A -.!1 -.02 .04 .08 .10 .04 .06 -.00 -.08 -.19 -.32 V: 15 .11 .08 .04 .210 -.D3 -.216 -.10 -.13 -.17 -.221 tlEliEieR � 11 !.940 S -M011 E -MOM S -SNR E -SHR S -AXIAL E -AXIAL (1.ip-ft) (kip -ft) (kips) (kips) (kip=-) (kips) CiC ( .3545 -..3824 .3104 .3141 .0145 -.0145 CASE 2 -.1528 -.4475 .0821 .2674 .0221 -.0711 C:,SE 3 .9646 -.3163 1348 .2102 084, -.9842 110 F'T: 0.0 0.1 0.2 0.3 9.4 0.5 0.6 0.7 0.8 9.9 1.0 _ CGSE M: -.35 -.16 -.99 .10 .16 .18 lb 99 -.02 -.18 -.33 4 :: .31 .25 .18 .12 .96 -.00 -.01 -.1. -.19 -.26 CASE M: .15 .20 .22 .21 .19 .13 .06 -.05 -.17 V 218 D° .01 -.02 -.96 -.94 -.13 -.16 -.2e -.23 -.21 CASE M: -.07 .212 .06 .11 13 .11 08 O1 -.07 -.18 3 V: .14 .10 .O7 .93 .00 -.04 -.07 -.11 -.14 JS-KION E-11011 ERR (kip-f t) (kiv ftl IY,ip_) (1;105) ly:iPsi (kip-) CSE i 397 -.3053 .3281 .018 .9115 -.0175 -.0870 -.5111 .C$io .1690 -.CB,' 0'5' WE 1117 -.11118 .14:5•.1937 .0!8` -.019'? imp Ph 0.0 0:1 9.2 0.3 -0:4 0.5 0.6 0.7 AB 0.7 1.91 ELSE H: -.31 -.-19 -.13 .09 .17 .20 .19 .13 .0'. -.la -.12 --31 .'s9 1 11 .33 .27 .20 .14 .08 .12 .01 .Ob -.05 -.11 -.11 -.12 -.24 _.24 .49 .51 .09 .C8 .13 .15 .15 .15 .01 -.12 -.16 -.0? -.13 -.16 -.20 -.23 -.27 -.11 -.02 .04 .09 .10 .19 .06 IUD-.08 -.19 -.31 ? ,15: .11 .06 .04 .00 -.03 -.06 -.Io 1.. -.1 -'N NEN ER 0 1.'•• BAD 01MM E-TH ESE ME S-AY.I4L EMAL Ikio-f0 (kip-f t) (kip:) (kips) (1:ipa! (kips) C1yE I Oa00 .0000 IB99 .1890 .01:4 -.11174 CAFE 2 .0000 .0000 .94?9 .9490 .0056 -.0198 CASE .0099 .9000 .0499 .0490 .1509 -.9508 1110 F'T: 0.0 0.1 C.2 0.' 0.4 9.5 0.6 0.7 C.8 0.9 1.@ CASE 11: 91 .24 .42 .56 .64 .66 .64 .56 .42 .24 .00 I d: l? 15 11 .08 .94 .09 -.04 -.09 -.11 -.!5 -.1? Cu;E_ H: 00 .96 .11 .14 .16 .17 .16 .14 .11 O6 .01 2 1: a504 C' 02 00 .99 -.00 -.92 -.0' -.04 -.05 CASE H: .90 .06 .11 .14 .16 .17 .16 .14 .11 .16 .10 3 ; .01 .00 .90 -.0o -.02 -.0' -.94 -.05 .05 .04 .0' MEMIER R 14 LOAD S-MOH E-110N S-3M E-SHR 5-A?iAL E-A1(IAL (kip-ft) (kip-ft) (kips) (kips) Ik.ies! (kips) f.GE I 00 To @990 .1890 .1890 .911a -.9174 CASE 2. .9000 .9000 .0490 .94?9 -.Oa97 -.O1'•? WE .3 .0909 .0000 .12499 .0499 .92'2 -.0272 {9 F'T: 0.9 0.1 9.2 0.3 0.4 9.5 0.6 0.7 0.9 9.9 1.0 CASE Y,: 10 .24 .41 .56 .64 .66 .64 .5b 414 .10 I Y.. 1? .15 .11 .08 .94 00 -.C4 -.219 -.11 -.15 -.1? CASE H: .01 .96 .11 .14 .I6 .17 .Ib .14 .11 .16 90 J: a°, 94 .9' 02 09 .99 -.09 -.c2 -.9' -.04 2. CSE h1: A .a0 .06 !1 .14 ..16 .17 .16 .14 .11 .96 a0 J 05 04 V. .02 OC .90 -.09 -.02 -.93 -.04 -.0`. )l) r;<i(IIHO rU!`1,C7 H; 3'urruria ++• RY (kips) RX (kips) CASE I 000 2.260 .000 r„=< < .726 1.192 AD ff011ENT (1:ip-f t) RY (kips) RC (kips) SAE ! -.09? 1.151 .035 .. _ Ca_E 556 1.3?4 C�;cc. 230 1.438 -.080 '0AP MIDHENT (kip -ft) RY (kips) RX (kips) CA E 1 .001 1.277 -.003 CASE . 2 922 1.002 -.247 'LASE .298 .997 -.070 LOAD MOMENT (kip -ft) RY (kips) RX (kips) CASE I 000 2.260 .000 r„=< < .726 1.192 -.1E9 Cfi'3E 221 1.702 -.039 •!01111, 4, 4 °_OAO MOk)ENT (kip -ft) RY (kips) RX (kips) r.1_E 1 .087 1.�'' 003 CASE 2 .913 .979 -.244 Ci:SE285 .237 .987 -.065 JCItIT 4 5 'LOAD MOMENT (kip -ft) R1' (kips) RX (kips) CASE 1 .087 1.751 -.035 CASE 2 M 1.579 -.155 CASE _ .237 1.513 -.046 End of FLINE E)apsed Time: 3 min 27 sec r 31 , LAUGHLIN 8t CO. CIVIL ENGINEERS PROJECT BY ��-vn. 'L/ 7 DATEL{1- 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 _ (916) 6711008 FAX (916) 671.0822 JOB NO. I(6'r " �..)l� ;w:,. :•;...� ,,, ;: SHEET 1 --'OF p! P�SS4 \ `'l AIL 7 LA - IA 76 +)� D17ilz 4175� cz000 �I, �, � � Y � 1 cf ��1� �-}- (105 � ?. Y -t z 1 z • �-� .-• ��c, ��?.:�-'I,��� r :�; � � � � ���� �2��;�� � 141.. ?' PROJECT _ „1) OSC--t' LA UGHLIN & CO. CIVIL ENGINEERS t. BY DATE.Q _J 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671.0822 JOB • NO. Z. SHEETy OF �1 44. o � Yr5 . � - ___ --•' a �--- : . Vill 'NvA���� ly LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 6710822 PROJECT BY la LUAPt, ; DATE(A7- JOB NO. f�'S26Z� SHEET OF� L_ u LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 PROJECT _l7 (�I y •t BY vim• `All GN'LAc) DATE(,p- JOB N0. 'W=5Z.47-9 SHEET 5 - OF z� 2 '- .. : Vel .. - I��t � � y`� ; Z�� •�� I � � �T ( 70 1,3 \r u i�o �—T '_' �/� �x� Tom_ a �� �o 297X 'W1� r�yUQ' K(e (5) 31! V— r3 LAUGHLIN & CO. CIVIL ENGINEERS ' 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 6710822 PROJECT BY (''AGN t.IJ DATE.( _ I -q 2,— J013 NO.—SZZ�' ., r SHE 5bTscc-i& .._ 2 —d1L.- 240 FV 04 CW 0. V11 G-1 Vv1 z l Y CA G\ • . � G>� t}_ _ ,1� Zt: v� - • � l ��vu Y y� � �' 1133 f r LAUGHLIN 8c CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 671.1008 FAX (91G) G71.0822 PROJECT��s BYC���A �G(��t .[1J DATE _C Z " I JOB' N0. Z SHEET OF :- LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 6711008 FAX (916) 6710822 PROJECTf BY J ._c DATE JOB NO.F SHEET OF�1 XRT Spap Lira— _`�� µIGH x I`e GA, � �Z4— 2¢ �l1 GA- a , OCi T, TZ vcoC43)��Z _ .32 T3 - 2.i1�/12 4 Gtr r 2 Z "//2 x 2' 76 L 79 z /F%97 < .G�3��ova� z 21zlco Psi ��sc U"s4jvx Z¢" vol x 1(0 ,6,4 . PROJECT BY J �� ��� DATE1p:J •'.Z JOB NO. -H - ��22 6 SHEET J C OF 'r/i0 SZ l /tel W= I�S0/5XZ L 9-6 look ? a /2,SX'7* 145 Air ,9� 9 9(2 117 avv) z ZI Cevv 14-1012 a LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 6710822 PROJECT BY J �� ��� DATE1p:J •'.Z JOB NO. -H - ��22 6 SHEET J C OF 'r/i0 SZ l /tel W= I�S0/5XZ L 9-6 look ? a /2,SX'7* 145 Air ,9� 9 9(2 117 avv) z ZI Cevv 14-1012 a U=s�� LA U G H L I N& CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 6711008 FAX (916) 6710822 PROJECT BY DATE 11- Ry . JOB NO. CIA - g SHEET I OF11 w .1E�10-AD 5 • I5� _ -- Wpz ZZ•��%, M, _ dux 15 X I , S r 1 �qv-c.� . • ' . F6,t U (3(, avD) S 2 lC� cru �� Z 0-6CJV��CDUU Z 19 103. 021- 2Zo - 03 W EJ 'O/oys NOTE l W61,12W6 IS To 2E ,Oati6- By PGUS C�IZ T/CIE.O GUEG J�%2S 2 • 70 Se -7 cEr T��1E� 7a 3 - 6U621 -DED t�E���o,ec��v�- M4(s r BE /� S TA/7 ff 70 6 �"�'��� DA m/L C CE.� T/F/Cr4- r�3 MGl S7' �3E 15G(6i►1IT71'E0 s ocv/�v� �Boti �d1iL!lU�CEiVT � �fy(/� C6� E7O XX 7D WITS �/V7 5 N4 - o. 012- 0. 1z ✓may 5/q3 ►, s7 $ 0, x12_ Z,89 s - "C s !- So 0,31S d,SRs� o.R2l� 0. 264- ol131 0.6q)Z p, 1550 I.57 8d _0, 116"1 1.3742 0,24-73 �� ,0025 0.1(091 1.?o24- _0,2_¢3,3 0.1?9q LAUGHLIN CIVIL ENGINEERS & coo 1008 LIVE OAK BOULEVARD (916) 671-1008 YUBA CITY, CA 95991 FAX(916)6710822 June 16, 1993 CdUWrY OF SUM BUILDING DEPT JUN 10 1993 Butte Co. Building Dept. r zLc) --03. 0 7 County Center Dr. Oroville, CA 95965 _ Re: Cosal Prune Dehydrators - Permit 1193-800. To Whom it May Concern: The contractor may substitute Type S mortar in place of the Type M as noted on the plans. Please call if you have any questions. is/ jm cc: Applied Testing Rob Thacke 92-5228 6UTfE COUNTY , BUI1.DN(3 DEPARTMENT APPROVED yb7r Sincerely, Jeff Spence -72-Vo 6,U1T%( �1e L ---'CL ---------------- &X kff-r-rCO -'- lWe Permit Applicant: Gosal Brothers A. P. No. 021-220-030 Permit No. '93-800 Date: April 15, 1993 The above.referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. Refer to the enclosed information regarding requirements for engineering calculations submitted to Butte County Building Division. Engineers stamp on plans.must include*expiration per California B.P.C. nn �' Section 6735. {L1I`j� Plans must include complete specifications for all structural materials s' Z used. Material list on sheet 5 does not constitute specifications. In - n clude ASTM designations, welding electrode, steel decking, etc. 4ZPlans raust include a note which addresses U.B.C. Section 302(c). (&LSCrV 5. Masonry design must be in accordance with 1991 U.B.C. and -currently acceptable engineering practice. � Iae`D Coordinate roof pan specification shown on sheets 4 and 5..�Z.Gb Stir 4 bCp 6Q `Note structural channel at shroud support on plan. -5-4T 4. D1UeP5"O-2' R" 8. Provide complete analysis of masonry walls for out -of -plane stability. If diversion deck is used as (moment resisting) lateral support, this must be included. -A���� � Note that A.W.S. certified welder is required on plans. -/ `�)T . Plan check was not completed due to a lack of information. W Coulyry or au rre BUILDING DEp-r APR 3 0 i9an _W ,.:; - r rw�iuv?�'tr"�Jt'`-� y�1...�....P+i-,;y..%� `^.r*py�" .•;L^'� •r-�'►'� ..�,.y'�,(I'r"'' ,rti-�-...�.-ti,`�''.-y,^�, �,y1 Y.n�.. COUNTYOF BUTTE -DEPARTMENT®F DEVELOPMENT SERVICES -BUILDING DIVISION i' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 f PERMIT APPLICATION DATA SHEET A, OWNER (JUS 4- Ll P A. P. No. z j - .2QW .- 03 a Proposed Building Use ✓UN e C p1^ o2 Building Inspector ,Qp Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1, All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. . 5. Hazardous Material Form . ......................................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ............ .......... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions;-2,sets . . OW 10. Fees of $ 1 % 3�i. . ....... _ 11. Impact fees as shown on attached schedule... chedule-.!rNA cSH+a'/Ffs 93 �n 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. . . Sanitation and plot plan approval 6eool/le Health Department . ........... . City of Chico plumbing permit. ........................................ 16. Plot plan and business license approval from City of Biggs/Gridley. [� 17. Planning approval for (A) Use: l►) (B) Parking:'mly ........ 18. Contact Land, Development about Improvements CM Drainage. ........... 3/3o/y3 19. Driveway permit (construction approval required prior to occupancy). .. ... y Pre -inspection for P��"�e ns`ctor 20. ' required. . to Building Inspector �"� r" (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmaans Compensation Insurance . ........................ . 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... ` 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ........................................... .............................. 29. Documentation of legal access . ..................... :........... ....... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/ xpired permits. .... Plan check list. .C, .L�� .... /�_ Q ................ . .. . . 33. 4&g: Afdrt 5c, of 0111AL6 -34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone - and hold for pickup at OAeDbille office. Deliver with inspector. Other Parcel Creation Acreage Applicant _ Date %3130 /93 Copy of Haz-Mat form sent Health Dept. C'-40PFire Dept. Air Pollution Date SL2-5h ?2 Copy of plans sent Health Dept. Fire Dept. Other Date I &I By The following data must be submitti 1. Index permit for above items No. 2. Additional items required: uance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Co ter by _ Date Plans checked by Date Plans approved by Date S �S Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER A. P. NO. PROPOSED BUILDING USE f UNC eyov,�r�� DATE REC. # DATE REC 1. School - District Fees ✓ ��/�� S �6 �3 (paid.at District Office) _4�/2. Sheriff Fees (paid at'.Building Department) C oMMe��� ........... x d d 3 unit- amt. sq.ft.. amt. 3. Urban-.Area.Fees (paid at Building Department Residential (per unit) X_ #- units, amt. . Commerical(per- sq.ft.) X, =$ sq.ft. amt. 4. Recreation District Fees - (paid at District -Office) 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Canter Orive - Orovtile. Catitomia95965 - Teleanone: 916:538-7541 APPLICNTION AND PERMIT G(Iq q!6 ERMIT 40. SESSOR P&AC£L umOr.R A LI� PERMIT' S BUILDING PEEMI INfiR TEL I �C � �� j0. (- IE.PMONE C :. I BUILDING VALUATION ! ro+hes 1 Y INd.R'S Mw1,OR 7go A-g0rA1,tJ "gyp L icuc 6AX 63 Cate NwM 'E11-FiPMON6 NrAA R•S� — — — ::ions or me -Butte County Coae analor rescruuons to c- 5.Vr1QtVIe or AODIIcan1 — �J vrnerl •_.]ntICCt Of 1 - -' -.gent 1- NTR 6 R• MAILg5ING AODR ^� �/ C' Fireotace o.er 5 0" o f� i DIREC-70R OF PUBLIC 'WORKS nn or •rrucrure. o.wr *NSTRUCTION LENDER f UNKNOW", Total Valuation 15 h19 46 Filing Fee 5 15.00 Date ENOBR'3 MAILING AODR6SS Permit Fee -5 QVC 0 5'd RCHITSG. OR £NGiN68R`! L,1csN3¢ No. Plan Checxinq Fee I ---7s $ G j4rr R If h Ii A+ Energy Plan Checking Fee RCNIT CT R ENGiNq -3 MAIL-ING AODR633 Penalty 5 1J1L.01N0 AODRK= W J L n Permit fee- LA e PLUMBING PERMIT' FliingFee t5.ao Eacn Trac I 5.001 Solar or heat pump water heater 20.004 .OT NO. suactV1310N NAM1L=MAP • Water piping 7.001 Eacn gas water heater or vent 7.001 USE:OP•STRUCTU RE: Gas piping system 1 - 5 outlets 171 `S -e91 7 ©tom Suiidinc sewer 15.001 fI ' 'F Q Ouglexo MobilehomeQ Other CC7MA41PI_(J/Jea P//U��AM& SPEC: WY Mobile Home I S I G1WJ 1 5.001 TYPE -.0E -WORK' I I I New'( Addition RemddeiQ UtilitiesC2 Installationo Other o Permit Fee- S- Oescttbe work- Contractor ELECTRICAL—PERMIT- FiingFee• IS.CC Main service 300V OR LESS 00A OR LESS I 18.501 Main service 200AT01000A1 Af .37.501 d CONTRACTORS LICF-NSE'I-AW& NEw CONST. ! awELLING O CUP.& `3.6daots4 I declare under penalty of perjury (check one): OR AOONS. 1 ACC, aLoGS. r.Ew CONSTR. •-uL. .ouT E I@ 5.001 OJ Q 1 am licensed under provisions at Chant. 9. Olv. 3 at the Business .ON _R BRANCH CIRC TS ( A POWER APPRATUS d � I wI and Pfotessions Code and my license is in full farce and effect. \SINGLE OUTLET CIR. EX. OCCUDOUTLETS OR FIXTURES \ � 207 A License No. Classification ClXIXED I, as the owner. my employees with wages as their sale comeen- APP(5. OR •,N EX. Occup. OUTLETS lRESICA EA.� RA or I I 3.001 sation. will do the work.and the structure Is not intended or offered Temoorary service- I I t5.00� for sale. (Sec. 7044) Mobile Home Facilities 1 t 5.00 Q I. as the owner, am exclusively contracting with licensed contract- Mis c. ',Yirtng I 15.001 ors. (Sec. 7044) Q_ 1 am exempt under Sec. Business and Professions Code I I I for this reason Permit Fee - Contractor WORKMEN'S COMPENSATION INSURANCE MECHANICAL Pr=gMIT FilingFee I IS.CC I declare under penalty at perjury (cnecxone): The permit is for 3100.00 (valuation) or less. Heating 3,600,000 674) 17 1 1100 ! 7CX% QI have placed on rile with the County of Butte Building Oeoartment Fo/CElI Al/ e I I I a Cartiticate at Wommen's Compensation Insurance or a Certificate �� I7 i OD 7 c7L. of Consent to Sell -insure. I sna11 not emolov any person in any manner so as. to become. subject Hood ! 5•=C I to the W. C. laws of California- Ventilation 1 I Notice -to Applicant: It arter malting this statement. should you become-suoject Pomrit Fee S ) to the W. C. provisions at the Lacor Cade. you must forthwith comply with such provisions or tnts pertntt snail be aeemea revolted. Contractor I certtty, that I have read this application and state that the-atlove-Information Moorle Home installauan Fee- S Laws. is correct. I agree- to comply to aI I County Ordinances and State Laws relating Insoection Fee- S to building construction, and hereov auttlorize representatives of the -nergy Butte to enter uoon the aoove-mentioned property ror Inspection Purooses. Jcc i CONST TYPE i TOTAL F� $ I also agree -to save. ndemntiv and keeo harmless the County at Butte against ! all I iaolitties. judgments. costs. and expenses wnirn may in anv way accrue I 1-4! O FEES! IMM i PL000. i COF ! PARCEL I Pa 1 nO i .- against said County In consequence of the granting or tnts permit. l ! ! -his neurit Is nereav Issueo unaer the aooucoole Prov. Y Cate — — — ::ions or me -Butte County Coae analor rescruuons to c- 5.Vr1QtVIe or AODIIcan1 — �J vrnerl •_.]ntICCt Of 1 - -' -.gent 1- :vorX lnaic3tea 3oove ror .vnlcn tees nave peen paic. ^ OSHA owrm.t . r r.auueo Inr ..co—,tuns o.er 5 0" :eeo vna oemounon or connrrucr• DIREC-70R OF PUBLIC 'WORKS nn or •rrucrure. o.wr •., ynr. - S9.2 -5 0c ,�t�s Date BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER - APN 0-21--220-2'30 Firm Name O<5,AL Address l0gI/F Nature of Business Contact Person ®-th ens -rh1-M.5 uA I - l `oe Phone # ✓p 9,5 - /%93 1. Does your business or that of your tennants handle, store, or transport hazardous materials? V 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 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? 1�171\10 ❑ 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? 0 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? WINO ❑ YES IF YES, contact the Butte County Air PollutionCo trot District (916-891-2882) for permit requirements. Owner or Authorized Company Representative nature) (Dare) BCEHD BCAPCD 0 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. ElE] The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE - Building Dept 0 YELLOW - Env. Health . 0 PINK - APCD ❑ GOLDENROD - Fire Dept. "r.a'#�Zc=•y:-r z.'v..,,A7►"'.e",._""".+.......•.vPr.,rs.•.-,..--cs—ss.—^.-,..—vf<<r7'^—r—.+...^rtRv_,`'S�r`n{'wT�..,��y�,,.�.,_- .:s�-,r�.•. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM • (One Form Per Building) . School District Cr r ��� `t Building Depart ent No. 1 A.P. Number Jurisdiction City County Property Owner 6 S4= 4j j'o 4,i t -e s 4�11ZAi S Property Location/Address Subdivison Residential Development . 0 No. of Living O Units 0- �iv�vC e�iy�r rf o4;01o��c Commercial/Industrial G %A;\aG �\ �0 Building Department Representative Lot No. Sq. Footage MHI Addition (Group R) Sq. Footage 3-18 New Addition (Including Exterior Roofed Areas) SAO g3 (Floor Plans reviewed by School District Personnel) District Identification No. / S V /6 Date r -J School District certifies that (Applicant) (Street Address) (Phone Number) 7,fl (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing 30 �j square feet. School �4 Paid by Check Number Remarks: !� a -y Bank NumberI� ' Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District, is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wki (4/92) COMPLAINANT: ADDRESS: PHONE NUMBER: .� OTHER COMMENTS• i I 9- ,a $ '0117 0.1 021-22-0-030 93-800BPEM GOSAL BROTHERS 207 TOWNSHIP RD, GRIDLEY se�ii� CONTR: THOMAS TAYLOR ��LP7 l'`1 021-22-0-030 92-221 i COMM PRUNE DEHYDRATOR GOSAL BROTHERS 207 Township Rd, Gridley AR Exemption Permit— prune storage j 77, g O 'oma �a ° oc,°`.m:we�''�'caQ:�' �'°�,,.'m .:'a`�3.t,,;,,;�.di �<�."�,a�° °'�'3 ,�'� ''�av"'m Sabs��J`��w�.3.'r�'�6�%a+TJ,�"z;��"S�-�s �^�-' 'zs"c:�---•,c+,�o:_ 3;����"r�"'��'a �A Azakpa" i -,b TO: Buildinb Department FROM: Environmental Health SUBJECT: Sanitation Clearance I grgt r -3-CN 7q Owner Location E. 1-1. IISI; ()NI.1 Plot Plan Attached I:Inor Phut Attached _ Saul to 14.0. �- 2 ~26 AP# Plan Approved for: Se\va e Disposal Water Supply: Public ik Private Well Clearance for bedroom mobile home. Other v./ Hold final for: Final clearance O.K. for: NOTE Environmental Health Specialist, 8/92 Date ..... ..... lgatte Countg DN! -D 8 E A Li W E - - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C 0 U N T Y B U I L D I N G D E P A R T M E N T 60,511fc, F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATE TO: Z/f Vaml,11(l ATTENTION: REGARDING: A.P. NO. SUBJECT: 60,511fc, SPECIAL INSTRUCTIONS: SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY FOR YOUR INFORMATION ONLY OTHER: SINCERELY, JOHN R HENR CX�NL PLAN HECK'-ENiE;R- FAX NUMBER: PERMIT NO. BUTTE COUNTY BUILDING DEPARTMENT A.P. NO. 0 21- Z?A _O W PERMIT NO . q3-900 DATE S % 41q 3 PROVIDE INFORMATION AND/OR MAKE REVISIONS AS FOLLOWS: c� fxov Joe- 45/7 S'o fl'K/�9Z MOME�I RE3i S'7• �Ti�cl� S 2 1 7. sE� �gc sem. 2�o y Cc-) ae� 091-i��c jRH 0 LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 671.1008 FAX (916) 671-0822 Sezolt/n sG loml-F n_ PROJECT BY J DATE 4' l COUNTY OF 13U M JOB N0. BUILDING DEPT SHEET ?69 APR 3 0 1993 ` (ol�I 0p;I. - 7 17WS _Fql Zo" I of ri-T-4 , 12 ' ,A . LOPL -R,.) 1 Wy(jx l2X 4g0/117 ty s Z�1G''�X�i)-4a�+ q'(.IOSX Z)n Wt.L r ~�p ZI, Ur 4 12 6A TZ T3 z 2 LV53%�� .}- ' Z (� IUS)(2 z\ x C = I,lp Z �Prap) U1177Y 44,W-1511,117-� . LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 6711008 FAX (916) 671.0822 4.13 15z L ' m 4sxlszxl.5 - 151?'Y PROJECT BY J.�IDATE Z3 rr JOB NO. ALL ZZ r SHEETOF ,tf (1w) = ,c/(331=v) M I�You mc- , Tho Vpl.(rr :: 0Pwvo,= 14.4x"A So z li t'.l9Ec, h • �. c, ci -r�,,,i II$,� >: I?�vv�`/a , 11 Los4x> ve p, & g, c et c Z� - SwT I o c• ����� w 1 i/p„ x � 1, ��t.n �{� Cl7ylr,��L Ta �c� •i P/20l/i0E S�PG'C . �/2 �1►U Zc�v�'/. C -I— �,F �cocr� .dT LcJECI��gGE ,QE/�ilF l C� 37," :fes v x 2. U �'�"/c cr�•� .00000 To 11/t x ( "z x 3/lip LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 671.1008 FAX (916) 671-0822 rn,A a PROJECT BY ./ . �nCDAT�.L JOB NO. SZZ 6 rT S OFA_ C, L c "T aU SffE�T % 132 >3Z�� /47 SS �• �Pvvr : �tvv� . .. ,�v Mc,,...13 Z44- y- + '. L I l 10,9 ' I lco /I VEa-T . LAUGH LI N & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 in `4- y15T PROJECT BY J �P�l�+ DATE`f--Z3 JOB NO. 4L SZ2� SHEET U OF10 2lCP oP—-�rr�EU�� T4 it s /o / 88 l Nac X u z ?" l s 7f-/lS G 2 Mr,- 3Z1x1.5x2 + IVVx,Sx1 5 z IOU? J-ze' Usas Lp Z ?r�U1C)r SGIQ�. INS�C'GTLfT►J 1 C, wT- 6r ,6 - - N o a- \/XIVaca q A-. from 1q I U q, G - C'4'&P z4- '1/7. /33 Dr �Sa o0 2 3 1500 Es= 29000000 Em= 1125000 n= 25.8 f d= 0 Cs lic-r -7. �3 04 REBAR 8" -BLOCK steel masonr SPACING p pn k j Mm" 8 0.0033 0.0845 0.3351 0.8883 20333 6434 12 0.0022 0.0563 0.2840 0.9053 6 5556 Cis .00 .9162 10486 49 .0282 0.2108 0.9297 70 4236 28 0.0009 0.0241 0.1969 0.9344 11 3976 32 0.0008 0.0211 0.1855 0.9382 .369 3761 (WITH 33 % INCREASE) 8 0.0033 0.0845 0.3351 0.88 3 27043 8557 12 0.0022 0.0563 0.2840 0.9053 18375 7390 16 0.0016 0.0422 0.2514 0/9162 13946 6622 24 0.0011 0.0282 0.2108 /0.9297 9435 5634 28 0.0009 0.0241 0.].969, 0.9344 8127 5288 32 0.0008 0.0211 0.185,9 0.9382 7140 5002 (WITH SPECIAL INSPECTIONS - N WIND OR SEISMIC) 8 0.0033 0.0845 /0.3351 0.8883 20333 12868 12 0.0022 0.0563 0.2840 0.9053 13816 11113 16 0.0016 0.0422 0.2514 0.9162 10486 9958 24 0.0011 0.0.282 0.2108 0.9297 7094 8472 28 0.0009 .010241 0.1969 0.9344 6111 7952 32 0.0008 0.1855 0.9382 5369 7521 /;0.0211 (WITH SPECIAL IN, ECTIONS WITH 33 % INCREASE) 8 0., 33 0.0845 0.3351 0.8883 27043 17115 12 0%0022 0.0563 0.2840 0.9053 18375 14780 16 /0.0016 0.0422 0-.2514 0.9162 13946 13244 24�/ 0.0011 0.0282 0.2108 0.9297 9435 11268 28' 0.0009 0.0241 0.1969 0.9344 8127 10576 1.32' 0.0008 0.0211 0.1855 0.9382 7140 10003 \/XIVaca q A-. from 1q I U q, G - C'4'&P z4- '1/7. r LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 6711008 FAX (916) 6710822 PROJECT /IN `I7 ?V -Mi 2- BY ir1..x - DATE -Z7 JOB NO. 2 -S'-Z- '( SHEET-3—OF 7. AI IZ Dar- t1 k.L)L = EC, t 51 Wv ZSW��Lr Z 1��Jp) vwOWN Ale r hz t (i- ��17U���IU Tr.)V�a� Ir7U Co¢�v Z �SCZvvv�)C1�►)C z) �....mss Ste- �m.ax c x/2 V"G z I, I U �'��, „ I, l ? a Pal )• ll 'pgt SIG , 0, 1-48 N 7D f _— `�—' A (,S7g .).sv BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: 19161 538-7541 - FAX: 19161 538-2140 Laughlin & Company DATE': April 15, 1993 1008 Live Oak Blvd. Yuba City, CA 95991 RE: Proposed Prune Dryer Dear Sirs:. A. P: 021-220-030 B.P.# 93-8nn With reference to the above subject, attached is: [XX] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [XX] Comply with plan check list [XX] Resubmit plans with revisions as required [XX] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Gosal Brothers Very y yours, John R. Henry Plan Check Engineer Permit Applicant: Gosal Brothers Permit No. 93-800 rY� A . P . No . 021-220-030 Date: April 15, 1993 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. Refer to the enclosed information regarding requirements for engineering calculations submitted to Butte County Building Division. 2. Engineers stamp on plans must include expiration per California B.P.C. Section 6735. 3. .Plans must include complete specifications for all structural materials used. Material list on sheet 5 does not constitute specifications. In- clude ASTM designations, welding electrode, steel decking, etc. 4. Plans must include a note which addresses U.B.C. Section 302(c). 5. Masonry design mist be in accordance with 1991 U.B.C.'and-currently acceptable engineering practice. 6. Coordinate roof pan specification shown on sheets 4 and 5.- 7. Note structural channel at shroud support on plan. 8. Provide complete analysis of masonry walls for out -of -plane stability. If diversion deck is used as (moment resisting) lateral support, this must be included. 9. Note that A.W.S. certified welder is required on plans. Plan check was not completed due to a lack of information. �'OS�'L B Ro � . ✓��/ o,zv : o, iso i 33 evl s M _ oo i2 s 3 2x f, SPS o .90 Vir 2 Bog Z BUTTE COUNTY DEVELOPMENT SERVICES Date: q I I ub t Owner: Civ -114 S d Gc-g, I Address: 10 4 ti 4) Complaint/Violation Location: ZO -1 To, �j"s►, .a Q AP# Zoning: A N b General Plan: Supervisorial District # � d i C' TVAF- F 1Rnilrlino F 1T44--alth F iPhnnino rnrnn1%;nt Taken. Rv- Caution: [ ]Yes [ ]No Permit History on File: [ ]None [ ]As follows: :. ..... INSPECTOR'S REPORT Tenant: Address: Decription of Violation: Approx. Size of Bldg./M.H. Approx. Age of Bldg./M.H. [ ]Occupied Has Electricity: [ ]Yes [ ]No Has Gas: [ ]None [ ]Propane [ ]Natural [ ]Vacant Has Sanitation: [ ]Yes [ ]No Obvious Sewage Problems? [ ]Yes [ ]No Under Construction: [ ]Yes [ ]No Built by/for: ( ]Present Owner [ ]Previous Owner Hazards: [ ]No [ ]Yes,(explain) Person Contacted Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! ACTION RECOMMENDED Inspector. Date: Y/ IP& Z- [ [ ]Information Only, File [ ]Hold for Days [ ]Complaint Unfounded [ ]Other [ ]Resolved per Inspector's Report Send Letter for Compliance 1 f � \ k, ce �\\! , / ,1:3 & ¢ - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovirle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT P-0 PERMIT NO. � 1 ASSESSOR PARCEL NUMBER 021-220-030 ZONING A-40 BUILDING PERMIT OWNER Gosal Brothers TELEPHONE 695-1783 SO. FT. OCC. BUILDING VALUATION ' OWNER'S MAILING ADDRESS 10948 Larkin Rd., Live Oak 95953 4,386 36 157,896.00 CONTRACTOR'S NAME homas Tafor General Building671-1201 TELEPHONE CONTRACTOR'S MAILING ADDRESS P.O. Box 568 Yuba City 95992 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 157 896.00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. 18003 Filing Fee $ 15.00 Permit Fee Plan Checking Fee $ 800.50 $ 400.25 AR CHEC OR EN NER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $1 215.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 ! Each pas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mob ilehome❑ Other Commercial Prune SPECIFY 0 Gas piping system 1 - 5 outlets 1 T,00 7.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New U Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Commercial Prune Dehydrator - I Permit Fee $ 22.00 Contractor ELECTRICAL PERMIT I. Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS Main service 200ATO1000Ar 800AMP 18.50 37.50 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their solecompen- 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.6\ OR ACDNS. ACC. BLDGS. // 3.64 sq.it. NEW CONSTRU TI.OUTLET BRANC NON-RESID HCIRCUITS) @ 5.00 50.00 (POWER APPARATUS e1 SINGLE OUTLET CIR. / 7 15.� 105.00 Ex. OCCUp(OUTLETS OR FIXTURES 20 @ 76 Al 0AA1 Ex. OCCUp. OUTLETS FIXED P(RESID )REA.) 1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 207.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. " I shall not employ any person in any manner so as to become subject ^ to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating 3,000,000 BTU 7111.00 Forced Air Cooling FAN 7 11.0 77.0 Hood 6.50 Ventilation Perm Fee ee $ 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 a ree to save, indemnify and keep harmless the County of Butte against all li I hies, judgments, costs, and expenses which may in any way accrue agai s said County in consequence of the granting of this permit. X ,L,P,A2()Date �r - _!R/k Signature of Applicont owner f ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep andd olition or construct. ion of structures over 3 stories in height. &_ Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 1�6,1.-!1425 H z DFEE IMP FLOOD C PARH ISSUE' This permit is hereby issued under the sions of the Butte County Code and/or Work indicated above for which fees DI O OF PUBLI By _ applicable provi resolutions to do have been paid. S Datey�c7 V4 Receipt No. 135925 PC $480.25// �GI�• j(5' J13L//D�0 'WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR GOLDENROD -APPLICANT PERNII EXPIRE5 uate� TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. 3E 6A14 V09ddV Flat Plan Artachod Floor Plan AtUchad S®nl to ®.D. r � l Owner Location AP# Plan Approved for: Sewage Disposal, W101 ter Supply: � Public Private Well\. Clearance for dwelling. Other — 1 AbLnn t, LZOLk & Hold final for: Final clearance O.K. for: NOTE: - Environ mentai OTE: Environmental Health Specialist 8/96 Date 20! . 180' 00, ... ,...... . _ Butto coup l nvlronmme�nntal Health 60' e signature A i1 AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the following carefully before signing: ��vr�nme ✓ � hlalyOalPh �C°u �� 23 ?0 Or�G;9nc rU�v g e Section 24-305:020 Agriculture Employer/Employee (Applicable only in zones A-5, A=10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, - or is anticipated to be, derived from any of the following described occupations: (a) The preparation,. care and treatment of farm land, pipelines or ditches, including'' =� leveling for- aggculture purposes, plowing, discing and fertilizing the soil;, (b) Thesowing�gndplanting of.any agricultural or horticultural commodity; .(c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes,' but ]s' not limited to, cultivation, irrigation, weed control, thinning, = heating, pruning or tieing, fumigating, spraying and dusting; #� (d) The harvesting of any agricultural or horticultural commodity including, but not , limited to, picking;, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the -farm or to the place of first processing; ; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding,and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, Ashearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. t This affidavit is valid only for the named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be req Signed: Dated: Z'-')/ —,:,?_F as proof of employment status. w^ AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the following carefully before signing: ��vr�nme ✓ � hlalyOalPh �C°u �� 23 ?0 Or�G;9nc rU�v g e Section 24-305:020 Agriculture Employer/Employee (Applicable only in zones A-5, A=10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, - or is anticipated to be, derived from any of the following described occupations: (a) The preparation,. care and treatment of farm land, pipelines or ditches, including'' =� leveling for- aggculture purposes, plowing, discing and fertilizing the soil;, (b) Thesowing�gndplanting of.any agricultural or horticultural commodity; .(c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes,' but ]s' not limited to, cultivation, irrigation, weed control, thinning, = heating, pruning or tieing, fumigating, spraying and dusting; #� (d) The harvesting of any agricultural or horticultural commodity including, but not , limited to, picking;, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the -farm or to the place of first processing; ; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding,and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, Ashearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. t This affidavit is valid only for the named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be req Signed: Dated: Z'-')/ —,:,?_F as proof of employment status. w AGRICULTURAL AFFIDAVIT EMPLOYER Employer T/� Phone S30 Employer's Address ��� Ls�.P �cl Yee, J� 6we e1q 0S"4'S 5 Name of Property Owner Property Owner's Address Owner's Asse or's Parcel Number Parcel Size Zvol) 7F'5 Ac. I perjury, that I.am the employeroe do decAl/a�re, subject to the penalty of l address (present) 5115�2A� and that 1 will be employer under Section 24-305.020 Z9 - G- for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# Signed: Dated: D/ .23-06 *************************************************************************************** Environmental Health Approval: Permit Description and Number [ Aa W Datelssued I -- T4 . _By Planning Approval: Date �- �y4,-o Zone 3 ,4 �, DwellingonAP# _syr Crop/Commodity Produced r� AGRICULTURAL AFFIDAVIT EMPLOYEE Employee Phone' -C2. g Employee's Address (Present) ?D `7 Name of Property Owner Property Owner's Address /o9& c Owner's Assessor's Parcel Number a/—�� •_��J Parcel Size i Ac. pp // � 1,�/ t/h a v►C1 l/41 do declare, subject to the penalty of perjury, that I am the employee of 10�,�/jam address (present) /,A,(-"4�A '6!5e?53and that I will be employee under Section 24-305.020 - for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# VC, a4 4 Dated: Environmental Health Approval: Permit Description and Number Datelssued f —7.4-0-3 By Planning Approval: Date �J �.4,✓03 Zone +-Jo Dwelling on AP# a Crop/Commodity Produced - Aitn z— r`�r. AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE. Please read the following carefully before signing: 1. ��viroorne ✓q . . �ta/yeal�h OroWllent ror e Ce Section 24-305.020 Agriculture Employer/Employee (Applicable only in zones A-5, A-10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, -or is anticipated to be, derived from any of the ,�;' following described occupations:,' -t (a) The preparation, care and treatment of farm land, pipelines or ditches, including leveling for agriculture purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes, but is not limited to, cultivation, irrigation, weed control, thinning, heating, pruning or tieing, fumigating, spraying and dusting; (d) The harvesting of any agricultural or horticultural commodity including, but not .w F limited to, picking,cutting, threshing, field packing and placing in field containers tir;3; 9� 9� P 9 P 9 or in the vehicle in which the commodity will be hauled on the farm or to the place of first processing; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, shearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. This affidavit is valid only for the named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be Signed: Dated: as proof of employment status. r� AGRICULTURAL AFFIDAVIT M. EMPLOYER t Employer , .,/0/f)ie79 ����� Phone Employer's Address Name of Property Owner 'Property Owner's Address Owner's Assessor's Parcel Number 0/ - - I Parcel Size Y, 7_5 Ac. declare, subject to the penalty of perjury, that I. am the employer ofA,P� address (present) and that I will be employer under Section 24-305.020 / -(5- for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# ' --) / - CZ2 - 0--:S Signed: Dated: &/ 'd j *************************************************************************************** Environmental Health Approval: Permit Description and Number Datelssued Z3 By Planning Approval: Date $3 ,�ifi.. a3 Zone 44o Dwelling on AP# 0)(,- 9}0-o3v Crop/Commodity Produced AGRICULTURAL AFFIDAVIT EMPLOYEE Employee Phone Alo,,( �-- Employee's Address (Present) �,)6 �7 A6 A7 Z/,/�,� �� (?& 2: 2ay Name of Property Owner Property Owner's Address /Z5 q-5� Owner's Assessor's Parcel Number ParcelSize' Ac. I perjury, that I am the employee of do declare, subject to the penalty of address (present)j �/�j� and that I will be employee under Section 24-305.020 � -�- for at least thirty-two (32) hours per (a) -to (g) week for at least sixteen (16) weeks per year on AP# Signed: Dated: b/ Environmental Health Approval: Permit Description and Number aOj W oA-,, Datelssued t By Planning Approval: Date 23 J -A ,-P3 Zone A -d-o Dwelling on AP# 2 Crop/Commodity Produced Ave -e1" AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the following carefully before signing: 1�a� �<GO�. Section 24-305.020 Agriculture Employer/Employee (Applicable only in zones A-5, A-10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per -year, or that his primary source of annual income is, -or is anticipated to be, derived from any of the following described occupations: (a) The preparation, care and treatment of farm land, pipelines or ditches, including leveling for agriculture purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes, but is not limited to, cultivation, irrigation, weed control, thinning,. heating, pruning or tieing, fumigating, spraying and dusting; (d) The harvesting of any agricultural•'or horticultural commodity including, but not limited to, picking, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the farm or to the place of first processing; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, shearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. This affidavit is valid only for the named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be requested as proof of employment status. Si ned: Dated:y/ -ate Employer AGRICULTURAL AFFIDAVIT EMPLOYER Employer's Address I C-) q 14 (k- w Phone S-3 o-6 8-,r)-6oJ �1 Icy ®-q(sz - C� q 91,3 Name of Property Owner -r Q- 0 6 CD S 0 - Property Owner's Address Owner's AsMssor's Parcel Number Parcel Size Ac. perjury, that I.am the employer of do declare, subject to the penalty of address (present) i ra and that I will be employer under Section 24-305.020 /y for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# Signed: Dated: I -23-0 *************************************************************************************** Environmental Health Approval: Permit Description and Number l 4 6 �,O o/Z,J,��, Datelssued I"-1 --03 By Planning Approval: Date 23 ;, Av",.> 3 Zone A -), DwellingonAP# dad- a�o�o3v M Crop/Commodity Produced i AGRICULTURAL AFFIDAVIT 1 EMPLOYEE Employee Phone q49 -0d 7-5, Employee's Address (Present) Name of Property Owner '�i A 0 4 1, Owner's Assessor's Parcel Number Parcel Size Ac. ma -NA I, Z7 ,Ldo declare, subject to the penalty of perjury, that I am the employee of address (present) /C�b�'i�6 . Liu�� �5� and that I will be employee under Section 24-305.020 A- for at least thirty-two (32) hours per (a) . to g) week for at least sixteen (16) weeks per year on AP# Signed: foo ove / =zf - Dated: 01-,2!3-4:V *************************************************************************************** Environmental Health Approval: Permit Description and Number (J(1) W� Datelssued [ j�q-4) By_� Planning Approval: Date 3,i��o3 Zone A,,)o Dwelling on AP# 'Crop/Commodity Produced OD✓'yr'�1 AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the following carefully before signing: Section 24-305.020 Agriculture Employer/ Employee (Applicable only in zones A-5, A-10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, or is anticipated to be, derived from any of the following described occupations: (a) The preparation, care and treatment of farm land, pipelines or ditches, including leveling for agriculture purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes, but is not limited to, cultivation, irrigation, weed control, thinning, heating, pruning or tieing, fumigating, spraying and dusting; (d) The harvesting of any agricultural or horticultural commodity including, but not limited to, picking, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the farm or to the place of first processing; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, shearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment: This affidavit is valid only for the named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be request d as proof of employment status. Signed: 4 ----, Dated: Com/ '0-3 -0 i. y AGRICULTURAL AFFIDAVIT EMPLOYER Employer L'0'T4Z_ Phone 5302 Employer's Address _ _ jZ41;10 L.4.�i�i� �Qd i��ofyT� 9SgS3 Name of Property Owner Property Owner's Address Owner's Assessor's Parcel Numberj-�a-�r!� Parcel Size Gj. %s Ac. n 61" n (20 C , do declare, subject to the penalty of perjury, that I. am the employer of Z_ kc_ C'� . address (present) Lt vE Ct�,QiC 9,995�SSand that I will be —T, employer under Section 24-305.020 for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# Signed: Environmental Health Approval: C?� Permit Description and Number / L, Date Issued—/ 2E j' ---O —By_0zz2A-L_ Planning Approval: Dated: O j - 03 Date TAwo3 Zone A - o Dwelling on AP# Z Crop/Commodity Produced _Pt?o.,�ae]r -r Employee AGRICULTURAL AFFIDAVIT FL _ 1VL EMPLOYEE Phone 9-116 + 1- ,q a( P Employee's Address (Present) Name of Property Owner 225"9L Property Owner's Address /tom'-/!� � ,� ,c 1 Ab • 6141ec,- 4��(� Pr ��%� Owner's Assessor's Parcel Number Parcel Size Ue S Ac. I, A4,091 ---'Z do declare, subject to the penalty of perjury, that I am the employee of address (present) 109919 4A4WA_,, A. Z_ p4A and that I will be employee under Section 24-305.020 �9 for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# _ Signed: 02 lq 1%1 (' y ( Dated: Environmental Health Approval: Permit Description and Number Datelssued f --2. --,� By Planning Approval: Date as Two 3 zone A4 d -o Dwelling on AP# dai -moo Z Crop/Commodity Produced Auev-l- BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE; (916) 538-7641' AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO, Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.'q I — _ O O ZONING _ !` (f OWNER©s ,A i, /� a /APA PHON p 3 OWNER'S ADDRESS 0 q 1 / ,- f v� & C�^c 1 Z-4 LOCATION OF BUILDING / USE OF BUILDING 46,6— OF PP( SIZE OF STRUCTURE r� � ' ��,�0 X _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOFCOVERING FLOOR TYPE it r -- i e— ESTIMATED COST QF CONSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: �,. FRONT J�S�'%��, : SIDES � J REAR a , AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the rZments in effect at that time and before occupancy. Date �Signature of OwnerLf�q Permit Fee — $50.00 e �9 Receipt No. J 29� The above described AG Building is exempt from a builoing permit. Manager Building Divis' BY Date 11-2•.S-- 5'Z— While 'Z— White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant 4 qo FLOOD PARC P�4 ROOFIN ISS I Manager Building Divis' BY Date 11-2•.S-- 5'Z— While 'Z— White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant 4 qo v i COUNTY OF BUTTE BUILDING DEPT N Dept. of Planning Commerence Oroville The 80x84 storage shed that Gosal Bros. will build will be used for the storage of their equipment and their dried prunes. Piara G sal , PRE -INSPECTION OWNER: _ fAr� f / /V G // 0_os'q-L* DATE / 6 - Z 9 L LOCATION: % A . P . # Cid2 - z� O C�3 c7 CONTRACTOR: *41 ZONING 14,41 PRE -INSPECTION FOR: cm (t) 5E.f (ylb f f l4AI DATE TO INSPECTOR /a - -;�? - Se__ -------------------- PERMIT HISTORY: NONE C( AS FOLLOWS: TYPE OF OCCUPANCY FIELD - INFORMATION BUILDING USAGE: TENNANT: J- or,9Ge �5.*&4 Ao) S OCCUPIED HAS ELECTRIC HAS GAS HAS SANITATION FACILITIES Q HEATED -COOLED PERSON CONTACTED ACTION RECOMMENDED: ISSUE [:] HOLD FOR OTHER: VVFDATE 1��/A 4 • - I, UGHLIN CO. L4LA PR ECT CIVIL ENGINEERS BY DATE -413—•`i3 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 OB NO. ----1-0-5-4y SHEET OF 77> I W a. 14W W -144xl Al.3-c -15(101000) r-W,C700 e�7 "Pole ,A L. r7-- 2-o" toir>rw-, 12 4A-, �,v to I WLI.r- SOO? i do t 4j r — _ _IC�� - J'Z GA" IDS (4")/12 12. Tr -z LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 PROJECT BY J�/ BGG DATE Z3-Fi JOB NO. SHEET ?, - OF I _ i I = I57- + I t W r ZJ (2 -7 rn z 45x15Z x1,5 - 151 ?'y ► t j t6 v 151 � k�,5 Z z � � � 2 , Co (-(,�) - , U ( 33, vvv) z 19 YOU ZIIC— ' CK— PAO lJPL4FT z 14.446ux OAR 6�e Q,SAr> sk i wtp- 1 i f' , , '/a"�.� ,� ��•rAl(. SST ' y1 of C,►+.th� wl i/S„ x I., Sax t I 1`` t 10 -TFwo/E � , lv0 � • i x I y X 3/eco I t i �u�.a To 'a-35)0- Ilse ,x I" .w� • , AWS D14 -71. Y tz LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 Mm 1 - 22IbQ�7 f � t t � mg i 3¢55%.., 5Ig '► '' .r , T� ZZl'o X 1.35;. i,-' F� Lz ep Tex a c ' • j 1 i 1 L PROJECT-(� BY ��-,1-�t.� DATE JOB NO. 9 Z'SZZI SHEET OF (ivew SHIT) i { T 7 { LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 r PROJECT BY DAT Z3 JOB NO. 9Z' 522 i{ SHEET OFJ� _ s f -S 3 Liles 12 s i� V + L OIL A(a' 1/Etta. cjta 40 W4 LL� 4e,�t VA, - �4- • � 2 wp L4-�- ou x 1 3 s w t V I r LAUGHLIN & CO. Dam CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1.008 FAX (916) 671-0822 PROJECT BY DATE'_�-4,13 JOB NO. 17Z z 7 SHEET__5 OF (o (/3) 0 12 /i 13 107 17 (o 17 17 /0 p -3 17 (o `± LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 PROJECT BY DATEG-4-9-5 JOB N0. SHEET- CP OF CA, x1.33 ¢Z(1•v3) W/ I , z 311 1'na �r . 124- v ,00 I, vNo- a n'1c+,�, q, . �fQ ' Z7CP I F -03 <_ 1, 0Yti'1,2,z� z 12 9-(pc..Q 10 �� 4, P (u„�\/EaT Is ,13540. iu w u5fl� T5 i 1*0 tit To gs�4 YYl @ �55�k�+v:t4t+• T � maw) � � � 1 4r� K' � , � � . • I S5� , (%� :� z ¢. % � � � fes" �Cq LAUGH LIN & CO. iw CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 PROJECT BY ���+' DATE Ar -9 3 JOB NO. - SHEET O. SHEET_ OF " � 12� (A9D-•t,�... W j0 ' /112 � �tiG. . F� i ,.2�� ,� �z(iz� Jxl33 Z --) E 8 psi A,1/0 /A --Sp i -AZ(71G 3) + , i 1'01 C�Jivf, IRAQ -tom w/o �{{ llzz/ro3x�z zJz,3 .'I 9 ?3 i a k. E i SA,07 r , a 1. •• �� ( ._ ,��, t. ' LAUGHLIN & CO. A i'F CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 6710822 PROJECT (sG� BY DATES^'�a `✓ JOB NO. SHEET_T OF m 1234 er , �0 9 e 57 Z ?. SI IIS toy? 1 w /v L, = 3 814 . . /S3vo 172 e 1, © ale. . �/��. _•mil � ; I� Y 3;"SFS 5 r -7r LAUGHLIN & CO. Y-. ry3 CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 PROJECT BY DATE JOB N0. SHEET I OF LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671.0822 PROJECT BY_/. 17f�49' bATELZ3 23 JOB N0. SHEET OF z S? o (7, Foo) z 2,.$SXio4 ` MASONRY DESIGN VALUES BASED ON 1991 U.B�C. 10 f 1500 r�� wv^ ' Es= =1125000 29000000 ' ^ `D'i=E ..- 2 5.13 #4 REBAR 8" BLOCK steel masonry SPACING k Mmax / FT. 8 0.0065 '0.1687 0.4362 0.8546 19588 8077 12 0.0044 0.1125 0.3750 0.8750 13370 7110 .._�"16 0.0033 0.0844"/ 0.3350�/ 0.8883w 10180 6448��~� °~ 24 0.0022 0.0562 0.2838 0.9054 6917 . 5568 28 0.0019 0.0482 0.2660 0.9113 5968 5253 32 0.0016 0.0422 0.2513 0.9162 5250 4990 (WITH 33 % INCREASE) 8 0.0065 0.1687 0.4362 0.8546 26052 wh10743 ` 12 ^ 0.00441 0.1125 ( ^ 0 3750 ^ 0 8750 ^ 17782 � 9456 .16 0.0033 0.0844 0.3350 0.8883 13540 P 8576 24 00022 0.0562 0.2838 0.9054 9200 V 7406 28 0.0019 0.0482 0.2660 0.9113 7937 V 6987 32 0.0016 0.0422 0.2513 0.9162 6983 Nr 6636 (WITH SPECIAL INSPECTIONS - NO WIND OR SEISMIC) 8 0.0065' 0.1687 A.4362 0.8546 19588 16155 .12 0.0044 0.105 0.3750 0.8750 013370 14219 16 0.0033 0;0844 0.3350 0W83 *10180 12896 24 0.0022 0.0562 0.2838 0.9054 * 6917 '11137 28 0.0019 0.0482 0.2660 0.9113 * 5968 10506* 32 0.0016 0.0422 0.2513 0.9162 V 5250 9979 (WITH SPECIAL INSPECTIONS WITH 33 % INCREASE) 8 0.0065 0.1687 0. 4362 0.8546 -%26052 *21486 12 0.0044 0.1125 0.3750 0.8750 t17782 18912 16 .0.0033 0.0844 0.3350. 0.8883 t13540 17152 ` 24 0.0022 0.0562 0.2838 0.9054 9200 14812 28 0.0019 0.0482 0.2660 0.9113 7937 13973 32 ^ 0.0016 0.0422 0.2513 0.9162 6983 13272 ' � � ` _� f�� ur � °f+� ~_n2._��� �� (pn (. ` ~� ! '' - y�x hnr�rLM' ^`\°L~��v~ \,~~~`� � ' � r � k'/64 ~ ' SAI: PLANE - Planar Frame and Truss Analysis Version 1.66 - 03/02/90 - C4.0 Copyright (C) 1986, Structural Analysis..Inc. Ind.ialantic, FL 32903 (407) 727-1562 User RIPLANE Input data filename: 3TUNNELS DATE: 5-18-1993 TIME: 10:35:40 FROJECT: PRUNE DEHYDRATOR tit GENERAL DATA ttt Members: 20 Joints : 18 Load Cases: 3 Load Combinations: 0 Elasticity: 29000.0 ksi Structure: PLANE FRAME III JOINT DATA (feet) ttt. JT X Y P, V H 1 .000 :000 0 1 1 2 7.000 .000 0 1 1 3 14.000 .000 0 1.1 4 21.000 .001 0 1 1 5 28.000 .000 0 1 1 6 35.000 .000 0 1 1 7 42.000 .000 0 1 1 ; 8 .000 7.500 0 0 0 9 7.000 7.500 0 B 0. 10 14.000 .7.500 0 0 0 11 21.000 7.500 0 0 0 12 28.000 7.500 '0 0 0 13 35:010 7.500 0 0 0 14 42.000 7.500 0 0 0 15 .000 15.010 " 1 0 0 16 14.000 15.000 0 0 0 17 28.200 15.000 0 0 0' 18 42.008 15.000..0 0.0 W( 41 I2 17c Lr - e l2 M MEMBER DATA III MEN FH TO TYPE AREA INERTIA E LENGTH sq in. 0114 ksi feet 1 1 8 0 91.6000 .444.000 1125.0' 7.500 2 2 " 9 0 91.6000 444.000 1125.0 7..500 3 10 0 91.6000 444.000 1125.0 7.500 4 4 11 0 91.60E0 444.000 '1125.0 7.500 5 5 12 0 91.6000 444.000 1125.0 7.500 6 6 13 - 0 91.6000 444.000 1125.0 1.500 7 7 14 0 91.6000 444,000 1125.0 7.500 B B 15 0 91.6000 444.009 1125.0 7.500 _ 9 10 16 9 91.6009 444.090 1125.0 7.500 it 11 11 0 ;1.6990 a44.DG0 1115.D 1.509 11 �lq 18 -0 91.6000 444.000 1125.0 7.500' 12 B 9 0 48.9990 '64.900 2850.0 7.000 13. -9 10 0 48.0009 64.009 2850.8 7.000 14 10 11 0 48.0900 64,000 2850.0 7.000 15 11 12 0 48.9000 64.000 2850.6 1.000 16 12 13 0 48.0000 64.092 2850.0 7.000 Ii 13 14 0 48.9000 64.000 2850.0 7.990 18 15 16 0 1.4700 4,130 29000.0 14.009 19 16 17 0 1.4700 4.130 29000.0 14.000 20 17 18 9 1.4700 4.130 29000.0 14.099 tltitittlttltt;l##11ttt< 111 LOAD CASE t 1 III tlltllttltllltttll11111 III MEMBER LOADS (UNIF-klf, COLIC -kips) #It T'IFE MEM LOAD ALPHA BEGIN EMD UNIF 1B .027 .00 .000 14.000 UNIF 19 .027 .00 .000 14.000 UNIF 20 .027 .00 .000 14.000 UNIF 12 .090 .00 .000 7.000 UNIF 13 .090 .00 .000 7.000 UNIF 14 .090 .06 .000 7.000 UNIF 15 .090 '.00 .000 7.000 UNIF 16 .090 .00 .000 7.000 UNIF 17 .090 .00 .000 7.000 UNIF 1 .084 90.09 .000 7.500 UNIF 2 .084 90.00 .000 7.500 UNIF 3 .084 90.00 .000 7.500 UNIF 4 .084 99.00 .0a0 7.500 UNIF 5 .084 90.00 .000 7.590 UNIF 6 .084 90.00 .090 7.590 UNIF 7 .084 90.00 .000 7.500 UNIF 8 .084 90.00 .000 7.5Q10 UNIF 9 .084 90.00 .000 7.500 . UIIIF 10 .084 90.00 .000 7.500 UNIF 11 .884 90.00 .090 7.500 131 tttftt!!ltttttttttitt►► �(�,/ . fit LOAD CASE- l 2 t►► ftfjt►lt'ttf►1►ttl►lttit ttt MENHER.LOADS (UNIF-M., CONC-kips) !►t TYFE MEN LOAD ALPHA BEGIN END UNIF 18 .007 .00 .000 14.000 UNIF 19 .007 .00 .000 14.000 UNIF 20 - .007 .00 .000 14.000 UNIF 12 ,050 .00 .000 7.000 UNIF 13 .050 .00 .000 7.000 UNIF 14 .050 .00 .000 7.000 UNIF 15 .050 .00 .000 7.000 UNIF 16 .050 .00 MO 7.000 UNIF 17 .050 .00 .000 7.000 UIIIF 1 .064 90.00 .000 7.500 UNIF ' 2 .094 90.00 .000 7.500 UNIF 3 .064 90.00 .000 7.500 UNIF 4 .064 90.00 .000 7.500 UNIF 5 .064 90:00 .000 1.500 UNIF 6 .084 90.00 .000 7.500 UIIIF 7 .OB4 90.00 .000 7.500 UNIF 1 .012 .00 .000 7.500 UNIF 2 .012 .00 .000 7.500 UNIF 3 .012 .00 .000 7.500 UNIF 4 .012 .00 .000 7.500 UNIF .5 .012 .00 .000 7,500 UNIF 6 .012 .08 ,000 7.500 ' UNIF 7 .012 .00 .000 7.500 UNIF 12 .007 -90.00 .000 7.000 UNIF 13 .007 -90.00 .000 7.000 UNIF 14 .007 -40.00 .000 7.000 UNIF 15 ,007 -90.00 .000 7.000 UNIF 16 .007 -90.00 .000 7.000 UNIF 17 .007 -90.00 .000 7.000 UNIF 16 .001 -90.00 .000 14.000 UNIF 19 .001 -90.00 .000 14.000 UNIF 20 .001 -90.00 MO 14.000 UNIF 9 .012 .00 .000 7.500 UNIF 9 .012 .06 .000 7.500 UNIF 10 .012 .00 .000 7.500 UNIF 11 .012 .00 .000 7.500 UNIF 9 .084 90.00 .000 7.500 UNIF 9 .084 90.00 '.000 7.500 UNIF 10 .084 90.00 .000 7.500 UNIF 11 .084 90.00 .000 7,500 0 ttttlttttlttttitttlltll ftl LOAD CASE # 3 flf tlttftt�tlttttttlltlltt litMEHBEH LOADS (UNIF-kli, CDHC-kips) 11t PFE HEM LOAD ALPHA BEGII4 END U141F 18 .007 ;Q0 .000 14.000 ' UNIF 19 .007 .00 .000 14.000 UNIF 20- .007 .00 .000 14.000 UIIIF 1 .050 .00 .000 7.000 UNIF 13 .050 .00 .000 7.000 UNIF 14 1050 .00 .000 7.000 UIIIF 15 ,050 .00 .000 7.000 UNIF 16 .050 .00 .000 7.000 UNIF 17 .050 .00 .000 7.000 UIJIF 1 .084 70.00 .000 7.500 UNIF 2 .084 90.00 .000 7,500 UIJIF 3 .084 90.00 .000 7.500 UNIF 4 .084 90.00 .000 7.500 UNIF 5 .084 90.00 .800 7.500 UNIF 6 .084 90.00 .000 .7.500 UHIF 7 .084 90.00 .000 7.500 UIIIF 1 .020 .00 .000 7.500 UNIF 0 .020 .00 .000 7.500 U91F 8 .084 .90M .000 7.500 UNIF 9 .004 90.00 .000 7.500 UNIF .10 .084 90.00 .000 7.500 UNIF 11 .084 90.00 .000 7.500 tIitsit IsM ttttitrtirttilt tit LOAD COMBINATIONS M rrtltrtlillirtltttrtttilttt tit JOINT DEFORMATIONS tlr JOINT I 1 ROTATION (rad) VERT (in) HORIZ (in) LOAD ROTATION (rad.) VERT (in) HOR12 (in) .CASE 1 .00003 .0000 .0000 CASE 2 -.00181 .0000 .0000 CASE 3 -310045 .0000 .0000 JOINT R 2 ROTATION (rad) VERT (in) HORIi (in) LOAD ROTATION (rad) VERT (in) HORIi (in) CASE 1 -.00000 .0000 .0000 -CASE 2 :.00201 .0000 .0000 CASE '3 -.00046 .0000 .0000 JOINT 4 3 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00000 .0000 .0000 CASE 2 -.00192 .0000 .0000 CASE 3 -.00044 .0000 .0000 JOINT ! 4 LOAD ROTATION (rad) VERT (in) HORIi (in) CASE 1 .00000 .0000 .0000 CASE 2 -.00199 .0000 .0000 CASE 3 -.00046 .0000 .0000 JOINT B 5 LOAD ROTATION (rad) VERT (in) HORIi (in) CASE 1 -.00000 .0000 .0000 CASE 2 -.00192 .0000 .0000 CASE 3 -.00044 .0000 .0000 JOINT 4 6 LOAD ROTATION (rad) VERT (in) HORII (in) CASE 1 .00000 .0000 .0000 CASE 2 -.00200 .0000 .0000 CASE 3 -.00046 .0000 .0000 JOINT R 7 LOAD ROTATION (rad) VERT (in) HORI2 (in) CASE 1 - -.00003 .0000 .0000 CASE 2 .-.00186 .0000 .0000 -.224166 .0222 .04120 JOINT � 8 LOAD ROTATION (rad) VERT (in) HORI1.(in) CNaE 1 -.00005 -.0013 -.0001 CASE 2 -.00089 =.0008 .1335 LASE 3 -:00025 -.0018 .0314 ?01NT 4 9 LOAD _ ROTATIONA rad) VERT (in) HORI7 (in) CASE 1 .00000 -.0008 -.0000 CASE 2 -.00050 7.0006 :1335 CASE 3 -.00012 -.0006 .0313 ►OINI 4 10 LOAD . ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00000 -.8017 -.0000 :ASE 2 -.00061 .0012 .1335 CASE 3 -.00016 -.0012 .0312 ]DINT 4 I1 LOAD ROTATION (rad) VERT (in) HORIi (in) .ASE 1 .00000 -:0008 .0008 2 -.00053 -.0006 .1335 :ASE 3 -.00013 -.0086 .0312 0111T 4 12 LOAD ROTATION (rad) VERT (in) HORII (in) 'ASE 1 .00000 -.0011 .0000 :SSE 2 -.00867 -.0017 .1336 'ASE 3 -.00016 -.0012 .0311 MIT 4 13 LOAD ROTATION (rad) VERT (in) HORII (in) UE 1 -.00000 -.0008 .0060 .ISE 2 -.00051 -.0006 .1335 •aSE 3 -.80913 -.0006 .0311 ?INT 4 14 LOAD ROTATION (rad) VERT (in) HOR17 (in) ISE 1 .00085 -.0013 .8001 "E 2 -.00080 -.0012 .1336 ISE 3 -.00016 -.0011 .0311 )INT 4 .15 LOAD ROTATION (rad) VERT (in) HORII (in) -E 1 -.00020 -.0017 .6005 'SE L '.00055 -.0011 .1972 ;E 3 .00014 -10013 .0481 JOINT 1 16 LOAD ROTATION (rad) VERT (in) HORTZ (in) CASE. I .02000 -.0023 .0002 CASE -2 -.00050 -.0016 .1969 CASE 3 -.00014 -.0016 .0477 JOINT 11 17 -.00047 -.0016 LOAD ROTATION (rad) VERT (in) HORIZ (in) LN:E 1 -.1-0000 -.0223 -.0002 - CASE 2 -.00050 -.0016 .1968 CASE 3 -.00014 -.0016 '.0475 JOINT A 18 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00020 -.0017 -.0005 CASE 2 -.00047 -.0016 .1968 CASE 3 -.00011 -.0014 .0474 tit MEMBER FORCES 111 MOM - Negative when clockwise (or causing top tension @1/10 point analysis) SHR, - Positive when acting in the positive Y -direction AXIAL - Positive when. acting in the positive X -direction MEMBER t 1 LOAD S-HOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kio-ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .0000' -.0711 -.0095 .0095 1.7509 -1.1209 CASE 2 .0000 .7468 .1438 -,0553 1:2420 -.5120 CASE .0000 .0003 .0750 .0750 1.4189 -.7889 1/10 PT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.9 1.0 CASE M: .00 -.00 -.01 -.02 -.03 -.04 -.04 -.05 -.06 -.06 -.01 1 '!: -.00 -.00 -.00 -.00 -.00 -.00 -.00 -.00 -.00 -.00 -.00 CASE H: .00 .10 .20 .29 .38 .46 .53 .59 .65 .70 .75 V: .14 .13 .13 .12 .11 .10 .09 .08 .07 .06 .06 CASE M: 00 .05 .09 •. .12 .14 .14 .14 .12 .09 .05 .00 3 V: .08 . 06 .05 .03 .02 .00 -.01 -.03 -.04 -.06 . -.07 HEHBER 9 2 LOAD S-HOM E4014 S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .0000 .005B .0008 -.0008 1.2719 -.6419 CASE 2 .0000 1.2821 .2152 -.1267 1..0158 -.3858 CASE •3 .0000 .3178 .0424 -.0424, .9964 -.3664 1/10 PT: 0.0 0.1 0.2 0.3 0.4 0.5IQ's 0 6 _ 0 7 0.8 2.9 1.0 CASE H: .00 .00 .00 .00 .00 00' r t :�'OB�S. 00 .00 .00 .00 to .00 .0@ .00 �j�',.@0t�k,F �00���,`'00�.:; .00 .00 .00 CASE M: .00 .lb 31 .45 :59 fri�< 372���� r„"�85iy't=+�y:91 �4 1.08 1.18 1.28 2 Vi .22 .21 .20 .19 18 17 `°' ': X16 ';`-' 15 xz .14 .14 .13 CASE M: .00 .OS :06 .10 .13 `'. :16 ' ` ::.:19..:`%.`:`21,`.;:.; .25 .29 .32 3 V: .04 .04 .04 .04 .04 .04 .04:`. :04 :'' .84 .04 .04 MEMBER 4 - LOAD S -NOM E-HOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft). (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .0000 -.0053 -.0001 .0031 2.2654 -1.6354 CASE 1 .0000 1.0411 .1831 -.0946 1.7006 -1.0706 CASE 3 .0000 .2527 .0331 -.0337 1.7014 -1.6719 1!10 PT: 0.0 1.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CASE M: .00 .00 -.00 -.00 -.00 -.00 -.00 I V: 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CASE if: .00 .13 .26. .38 .50 .b0 .70 .80 .84 .41 1.04 2 V: 18 .17 .17 .16 .15 .14 .13 .12 .11 .10 .07 CASE M. .00 .03 .05 .08. .10 .13 .15 .18 .20 .23 .25 S V: x8 .03 .03 .03 .03 .03 .03 .OZ .03 .03 .03 MEMBER 4 4 LOAD S-MGM.E-HOH S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .0000 .0000 .0000 .0000 1.2675 .6.375 CASE 2 MOO 1.2470 .2105 -.1220 .9850 -:355Q CASE 3 ,0000 .3035 ,0405 -.0405 :9844 -:3549 1!10 F'1: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CASE M: .00 .00' .20 .00 .00 .00 .00 .00 1 V: .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CASE M: .00 .15 .30 .44 .58 .71 .83 .94 1.05 1.15 1.25 2 V: .21. .20. .19 .18 .18 .17 .16 .15. .14 .13 .12 CASE M: .00 .03 .06 .09 .12 .15 .18 .21 .24 .27 .30 3 V: .04 .04 .04 .04 .04- .04 .04 .04 .04 .04 .04 MEMBER 1 5 LOAD 5 -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (k.ivft) (kip -ft) (kips) (kips) (kips) (laps) CASE 1 MOO .0053 :0007 -.0007 2.2654 -1.6354 CASE 2 .0000 1.0444 .1835 -.0950 1.7064 -1.0754 CASE 3 .0000 .2540 .0339 -.0339 1.7042 -1.3742 1/10 FT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 M CASE M: .00 .00 :00 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00. .00 .00 .00 .00 .00 .00 .00 CASE M:' .00 .13 .26 .38 .50 .61 .71 .80 .89 .97 1..04 1 V;' .18 .17 .17 .16 .15 .14 .13 .12 . .11 .10 .09 CASE M: .00 .03 .05 .08 .10 .13 .15 .18 .20 .23 .25 3 V: .03 .03 .03 .03 .03 .03. .03 .03 .03 .03 .03 MEMBER t b LOAD S -MOM. E -MOH* S -SNR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 :0000 ,.0058 -.0008 .0008 ' 1.2719 -.6414 CASE 2 .0000. 1.2694 .2135 -.1250 .4650 -.3350 -.3543 CASE 3 ,0000 .3034 .0405 -.0405 .9843' 1110 Pl.0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.9 1.0 CASE M. .00 M -.00 -.00 -.00 -.00 -.00 -.00 -.00 -.00 -.00 1 V. ,00 .00 .00 Q0 .00 .00 .00 .00 .00 .00 .00 CASE H: .00 .16 .31 .45 ,59 ,72 .84 .46 .1.07 1.11 1.27 2 V: .21 .20 .20 .19 .18 .17 .lb .15 .14 .13 .13 CASE H: .00 .03 .Ob .09 .12 .15. .18 .21 .24 .27 .30 3 V: .04 .04 .04 .04 .04 .04. .04 .04 .04 • .04 .04 MEMBER A 7 LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft). (kip -ft) (kips) (kips) (kips) (hips) CASE 1 .0000 .0711 .0095 -.0095 1.7509 -1.1109 CASE 2 .0000 .8671 .1599 -.0714 1.7092 -1.0792 CASE ; .0000 .2558 .0341 -.0341 1.5333 -.9033 1110 FT: 0.0 0.1. 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 _ CASE M. .00 .00 .01 .02 .03 .04 .04 .05 .06 .06 .07 1 V: DO .00 .00 .00 .00 :00 .00 .00 .00 .00 .00 CASE II: .00 .12 .23 .33 .43 .52 .60 .68 .75 .81 .87 1 V: .16 .15 .14 .13 .12 .12 .11 .10 .09 .08 .07 CASE M: 00 .03 .05 .08 .10 .13 .15 .18 .20 .23 .26 3 V: .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 MEMBER # 8 LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (Lips) (kips) (kips) laps) CASE 1 -.2569 -.3958 -.0870 .0810 .8143 -.1843 CASE 2 -.1269 .0740 .0372 .0513 .6526 -.0226 CASE 3 .0222 -.0653 .0693 .0807 .6720 -.0420 1/10 FT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CASE M: .26 .19 .13 .06 -.00 -.07 -.13 -.20 -.27 -.33 -.40 1 V. -.09 -.09 -.09 -.09 -.09 -.09 -.09 -.09 -.09 -.09 -.09 -CASE M: .13' .15 .17 .18 .19 .18 .17 .16 .14 .11 .07 2 V: .04 .03 .02 .01 .00 -.00 -.02 -.02 -.03 -.04 -.05 CASE M: -.01 .02 .Ob .08 .10 .10 .09 .07 .03 -.01 -.01 V: .07 .05 .04 .02 .00 -.00 -.02 -.04 -.05 -.07 -.08 MEMBER 4 9 LOAD S-HOM E -MOH S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .0083 .0194 .0037 -.0037 1.0121 -.'821 CASE 2 .3052 .3591 .1328 -.0443 .7291 -.0991 CASE 3. .0752 .0988 .0232 -.8232 .7279 -.0979 1/10 FT: 0.0 0.1 0.2 - 0.3 0.4 0.5 0.6 0.7 8.8 0.9 1.0 SASE M: -.00 -.00 -.30 .00 .00 .00 .00 .01 .01 .02 .02 1 V: .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CASE li. -.31 -.21 -.12 -:04 .04 .11 .17 .23 .28 .32 .36 2 V: .13 .12 .12 .11 .10 .09 .08 .07 .96 .05 .04 CASE H: -38 -.06 -.04 -.02 -.00 .01 .O .05 .06 .08 .10 3 V. .02 .02 .02 .02 .02 .02 .01 .02 .02 .02 .02 MEMEEF: A 10 LOAD 3 -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 -.0083 -.0194 -.0037 .0037 1.0127 -.3827 CASE 2 .3023 '.3518 .1315 -.0430 .7286 -.0986 CASE 3 .0142 .0959 .0227 -.0227 .7288 -.0988 1/10 FT: 0.0 0.1 .0.2 0.3 0.4 9.5 O.b 0.7 0.8 0.9 1.0 CASE M: .00 .00 .00 .00 -.00 -.00 -.00 -.01 -.01 -.02 -.02 1 V: -.00 -.00 -.00 -.00 -.00 -.00 -.00 -.09 -.00' -.00 -.00 CASE M: -.30 -.21 -.12 -.04 .04 .11 .17 .23 .27 .32 .35 2 17: .13 .12 .11 .10 .10 .09 .08 .07 .06 .05 .04 CASE M: -.01. -.06, -.04 -.02 -.00 .01 .,03 .04 : .06 .08 .10 3 V: .02 .02 -. 01 .02 .02 .02 .01 .02 .02 .01 .02 HEMPER 1 U LOAD ' S-8OM [-U0U S -SHR [`SHR S'0DAL E'0X\AL ' ` (kip -ft) (kip -f t) (bps) (kips) (kips) (kips> CASE 1 - .2569 J958 .0871 -.1870 .8143 '.043 CASE 2 '41854 .890 -.8868 .703 '.0/37 CASE J .1050 .1565 .0349 -.0349 .6053 '.0W U 0 \� Pl� O.0 0,\ 8.2 8.3� .4 0.5 9.6 1.7 8 .R 9.9 .l.O ^ CASE M. `26 -,B -.D -.06 .00 .07 ,13 .20 .2/ .33 .40 l V: _ .09 '07 .09 .gY .UY .09 ,09 ,87 .09 .07 .87 CASE K: -.09 -.Q2 '04 .07 .0 .0 .21 ,24 .76 .28 .29 .89 .09 .88 .07 .06 .05 .04 ,83 .82 .@\ .98 CAS[ H: '.\0 -.00 -.95 '.03 ,00. .N3 .05 .80 .18 .O .16 3 V: .03 .03 .01. ,81) .03 .03 .83 .03 .00 X[K8[R I \2 LOAD S-MaM E -MON S -SHR E -SHR S -AXIAL FAX\AL ' (kip -ft) (kip -ft) ^kip�) (kips) (kips) (kips) CAS[ i .3280 -.3871 .1966 .3234 -,0/75 .0775 CASE l -.6199 '.8986 '.0405 .3905 -,801. .00R CASE 3 � -.9225 -.1643".1442.\\6Y ,2331 .�2 -.1442 1118 PT: Z. 0 0.1` 0.2 8.1, 0.4" 8.5 0,6 0,7 0.8 0.7 LQ -CASE U: '.33 -.14 .81. .0 .0 ' .8 ,D .09 -.02 '.0 -.39 .31 .24 .18 .12 .95 '.00 ',07 -.O -,20 -.26 -.7-2 CASE Ml .62 .58 ,51 .42 .J\ ,D .00 -.0 -.37 '.63 -.8Y 2 Y:, -.04 -.08 -.0 -.15 -,0 -.22 -,25 -,29 -.32 -.36 -,39 CASE H- ,82 .09 .0 .16 .15 ,13 ,0/ '.00 -.11 -.23 -.JR 3 V. ',D ,88 .05 .01 ',02 -,86 -.WY -,13 -.16 '.20 '.23 H[U8ER 8 13 LOAD S-UOU [-UUd S -SHR [-SUR S-A [0L FA[lKi Rip -ft) (kip -ft) (kips) (kips) (kips) (kipfl CASE i .3813 _,3568 .31185 .3115 -,8/83 .0783 CASE -,39,14 -�8648 ',8047 .3547 -.095U .04-9 CASE J . .0665 7.3595 .1333 ,216/ ,1019 -,019 1110 Pr; 0.0 0.1 9.2 9.3 8.4 0.5 8.6 0,7 0.8 0.7 1.8 CASE H: -.38 -.0 -.02 .09 .16 .10 .16 ,0 -.08 '.Q -.36 l V. .32 .26 ,\Y ,13 .87 .00 -,86 -,12 -.19 '.25 -.31 CAS[ U! .39 .38 .34- ,27 .0 .0/ -,07 -,23 -.0 -.63 -.86 2 Y: ',00 ,04 -,87 -,U '.14 ',0 -.71 -.25 -.28 -'32 -.35 [ASE h ' -.07 .Q\ ,0/ .10 .0 .99 .95 -,01 -.10 -.22 -,lk .10 .86 .0 -.89 -.YN -.88 -.11 '.15 -.0 -.22 M[U8[R 0 14 0A0 S -Mom [-MOM S -SHR E -SHR S -AXIAL E -AXIAL Rip -ft) (kip -ft) (kips) (kips) (kips) Rips) CASE I .3538 -.3808 .3113 ^3187 -,0739 .8/319 CAS[ 2 -.4815 -.0361 '.0132 ,3632 -.0086 -,0404 CAS[ 3 .8305 -.3644 .12/3 .2227 .090 -.090 U\O vl; 0.0 0.1 0.2 '0.3 8.4 0.5 0,6 0,7 8.0 0,9 1.8 'CASE U: -.35 -.16 �.BD .10 .16 ,0 ,16 .09 -'02 -.0 -.38 \ V� ,D .25 .\Y ,D -.88 -.07 -..D -.19 -.26 -.32 �AS[ m .48 .46 .41 .34 .25 ,D --,02 -.0 -.38 '.57 -.04 ' 2 V- -.Oi -.05 -.00 -.D -,15 -.lY -.22 -.26 -.%Y -.33 -.36 CASE H: -103 .95 .10 .13 .13 .0 - ,36 -.00 -.10 -,22 -.36 J 'h' ,D .09 .86 .02 -'O\ -.95 -,00 '.12 -.15 -.\Y '.22 .� - 90'- 50'- t0'- £0•- Z0- 00'- O0' 10' ZO' i0' 91'- 60'- £a'- T0' -60. . 90' 90' S0' Z0' TO'- L0'- 3SU 801- L0'- 90'- S0'- 60'- £0'- ZO'- O0•- 00' 10' ZO' :A Z 0£•- 0L'- Ti'- 60'- Z0' 90' 60' iT' IT' 0T' L0' :W 3SV3 611- 911- ZT'- 80•- to'- O0'- £0' L0' TT' 91' ET' :A T- 96'- Z;'- 70'-iT' 0Z' £Z' Il 61' TO' 91'- 0t'- N3StlJ O'i 6.0 8'0 L•0 9'9 S'O t'0 £'0 Z'0 110 0'O :ill 01/1 LOBO'- LOBO' 0950' Mal 6£91'- £590' £ 3SV:i £S9a•- £TSO' SSLO• SZZO' £96Z'- OtLO'- Z 3SV3 BLOW OLBO' LUT' £bBi' 0196'- B96£' T 3SV3 (sdll) (sdil) (=di4) (sd14) (11-dil)' (11-d11) IVIXV-3 1VIXV-S HHS -3 HHS -S WON -3 WOW -5 Hal 81 # d3aUR ZZ'- B1'- 91'- IT'- B0'-' b0'- go, -. £0' 90' OT' 2.1' :A £ ZZ'- 0T'- T0'- 90' 0T` IT, iT' 80' ZO' 9a'- :W 3SV3 T£'- LZ'- tl'- 0L'- LT'- £I'- OT'- 9B'- £0'- :A Z 961- IL'- 86'- BL'- 01'- S0' BT' BZ' 9£' lt' gV11 N 3SV3 T£'- tl'- BT'- ZT'- SO•- 00' L0' ii' OZ' 9L' Z£' lA 1 H'- of'- i0' ZT' BT' 6I' LT' 60' 'Z0'- .811- 6£'- :W 3SV3 O'T 6'0 81 L'0 9.0 9'0 t'0 £•O Z•0 1'0 010 :111 01/1 6000' 6000'- OBIZ' OZ£i' 009£'- 6650' 3SV3 Z£LO' ZZLO'- 99L£' 95Z0'- LEW - £9t6'- Z 3SV3 SLLO' SLLO'- 990£' 6£Z.• 0BZ£1- TLB'" T 3Sd� .(sdil) (sd14) (sdil) (sdil) (11-dil) (11-dTA) iVIXV-3 1VIXV-S HHS -3 HHS -S NON -3 WON -5 OyOi LI I d3MW ZZ'- 611- ST'- ZT'- 80•- SO'- T0'- Z0' 99' 6O' £T' lA 9£'- LZ'- 0T•- 00'- 90' 11' £T' £I' 0T' SO' £0•- W 3SV3 9£'- ££'- 6Z'- 9Z'- ZZ'- 61'- ST'- 7T'- 80*- 50'- To*- :h L ZB'- BS'- L£•- 811- T0•- if, SZ' W Tb• "50' L6' N 3SVJ Z£'- 9Z'- 61'- £T'- L0'- Oa'-. 90' ZI' 6T' SZ' i0'- 60' 91' BT' 91' 0T' 001- 91'- 9:'- :11 3P3 0'T 6'0 810 L•O 9'0 51 6'0 £•O Z•0 TIC O'0, 01/1 L6£0'7 L6£0' £ZLZ' LLZT' i £9 '- OZ 9• £ 3SV3 6ZS0'- 6100' S09£' 5010'- ibZB•- 90Lo'- Z 35V3 ER B' £BLD'- SBI£• STT£' £Toil- 895£' i 3SV5 (sdil) (sdll) (sd14) (sd14) (11-dil) (11-d14) IVIXV-3 1VIXV-s HHS -3 HHS -S' WOW -3 NOM 'Oval 91 6 H30W3W ZZ'- 81•- ST'- TT'- 80'- t0'- 00•- A' 90' 01' £T'. :A £ 9£'- ZL'- OT'- i0'- 90' 0T' Ii' ii• 80' Za' 90'- ;W 3SU 6Z'- SL'- ZZ'- BT'- ST'- TI'- 80•- Vol- 0O'- Z L8'- £9'- Z6'- £Z'- 901- 80' 6T' 8Z' S£' 6£' To' - :11 3513 1£'- SZ'- 61'- Zi•- 901- 00' LO' £T' 61' 9L' 91'- 00'- aT' 91' 8T' 91' 60' ZO'-EI'- 8''- :W.3S13 0'T 6'O B1 L'0 9'0 5'0 b'a £'0 Z'O T'0 O'0 :1d Mil 6050'- 6090' BLTZ' ZZ£T' £O9£'- 6090' i 35V3 97£O' 91801- £BS£' £800'- ZZLB•- BOTt'- Z 3SO3 6£L0' 6£LO'- £1T£' LBIV 8'S '- UK, T 3S�iJ (sdil) (sd14) (sdI'11 (sdil) (11-dil) (11-d1l) IVIXV-3 1ViXV-S HHS -3 .. HHS -S WON -3 NON -S' OVO1 MEMBER 4. 1"r- LOAD S -MOM E-HOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .4420 -.4420 .1890 .1890 .0833 -.0833 CASE 2 -.0627 -.2917 .0237 .0743 .0210 -.0350 CASE 7� .0646 -.1641 .0419 .0561 .0575 -.0515 1110 f'T: 0.0 0.1 0.2 0.3 9.4 0.5 0.6 0.7 0.8 0.9 1.0 (ASE M: -.44 -.20 -.02 .11 .19 .22 .19 .11 -.02 -.20 -.44 1 V: .19 .15 .11 .08 .04 .00 -.04 -.08 -.11 -.15 -.19 CASE H: .26 .09 .10 .10 .09 .96 .01 -.04 -.11 -119 -.29 2 V: .02 .01 .09 -.09 -.92 -.03 -.04 -.04 -.05 -.06 -.07 CASE M: -.96 -.01 .03 .05 .06 .06 .04 .00 -.03 -.09 -.16 3V: .04 .03 .02 .01 .00 -.00 -.02 -.03' -.04 -.95 -.06 MEMBER 4 20 LOAD S -mom E-HOM S:SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .4614 -..3958 .1937 .1843 .0810 -.0870 CASE 2 -.0601 -.2854 .0243 .0737 -.0000 -.0960 CASE 3 .0682 -.1565 .0427 .0553 .0349 -.0349 110 PT: 0.0 0.1 0.2 0.3 0.4 0.5 9.6 0.7 0.8 0.9 1.0 CASE H: -.46 -.22 -.02 .11 .20 .23 .21 .14 .01 -.16 -.40 1 V: .19 .16 .12 OB .04 .00 -.03 -.07. -.11 -.15 -.18 CASE M: .9b .09 .19 .10 .09 .06 .02 -.04 -.11 -.19 -.29 2 V. .92 .O1 .09 -.00 -.01 -.02 -.03 -:04 -.05 -.06 -.01 CASE Mc -.01 -.92 92 .05 .06 .06 .04 .01 -.03 -.09 -.16 3 . V. .04 .03 .02 Al .00 -.00 -.02 -.03 -:04 -.05 -.96 M HSTRAINING FORCES AT SUPPORTS tt1 JOINT 1 1 LOAD MOMENT (kip -ft) RY (kips) RX (kips) CASE 1 .200 1.751 .009 CASE 2 .020 1.242 . -.144 CASE 3 .000 1.419 -.015 JC HT 1 2 LOAD )FOMENT (kip -ft) RY (kips) RX (kips) CAFE V .000 1.272 -.000 CASE '2 .000 1.016 -.215 CASE 3 .000 .996 -.041 JOINT 4 3 LOAD MOMENT (kip -it) RY (kips) RX (kips) CASE 1 .000 2.265 .000 CASE 2 .000 1.101 -.183 CASE 3 .000 1.702 -.034 JOINT f' . 4 LOAD MOMENT (kip -ft) RY (kips) RX (kips) CASE .1 Me 1.267 .000 CNSE 2 002 .985 -.211 CASE 3 .000 .985 -.040 JOINT 6 5 LOAD MOMENT (kip -ft) RY (kips) RX (kips) CASE 1 .000 2.265 -.000 CASE 2 MO 1.706 -.183 CASE 3 .000 1.704 -.034 JOINT 11 6 LOAD MOMENT (kip -ft) RY (kips) RX (kips) CASE 1 .000 1.272.000 CASE 2 .000 .965 -.214 CASE 3 .000 .984 -.040 JOINT f 7 LOAD MOMENT (kip -ft) RY (kips) RX (kips) CASE 1 .000 1.751 -.009 CASE 1 .000 1.709 -.160 CASE 3 .000 1.533 -.034 SAI.: PLANE - Planar Frame and Truss Analysis Version 1.E6 - 03/02/90 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903. (407) 727-1562• User OKLANE Input data filename: 12WALL DATE: 5-19-1993 TIME: 10:26: 5 FROJECT; 12' WALL � Ifl GENERAL DATA III Members: 7 Joints : 8 Load Ca8e5: 3 Load Combinations: 0 Elasticity: 29000.0 ksi Structure: PLANE FRAME tit JOINT DATA (feet) 111 JT X Y R V'H 1 .000 .000 0 1 1 2 14.000 .000 0 1 1 3 20.000 .000 0 1 1 4 42.000 .000 0 1 1 5 .000 12.000 0 0 0 6 14.000 12.000 0 0 0 7 28.000 12.000 0 0 0 8 42.000 12.000 0 0 0 tit HEMHER DATA III 11 FM TO TYPE AREA INERTIA E LENGTH sq in. inI14 ksi feet I 1 5 6 91.6000 444.000 1125.0 12.000 2 2 6 0 91.6000 444.000 1125.0 12.000 3 3 7 0 91.6000 444.000 1125.0 12.000 4 4 8 0 91.6000 444300 1125.0 12.000 5 5 6 0 1.4100 4.130 29000.0 14,000 6 6 7 0 1.4700 4.130 29000.0 14.090- 4.0007 77 8 0 1.4100 4.130 29000.0 14.000 I ltltlt;t;tt;t;}tttt�ttt. �/ ttt LOAD CASE 4 1 tIt tlt►ltttltttltttttttftt ttt MEMHER LOADS (UNIF-kif, COMC-kips) tit TY^E HEM LOAD ALPHA BEGIN 'EMD UIJIF 1 .084 90.00 .000 12.000 UNIF 2 .094 90.00 .000 12.000 UNIF - 3 .084 =0.00 .000 12.000 UNIF 4 .094 90.00 .000 12.000 UNIF' 1 .000 .00 .000 12.000 UMIF 2 .000 .00 .000 12.000 UNIF 3 .000 .00 .000 12.000 UNIF 5 .027 .00 .000 14.000 UNIF 6 .027 .00 ,000 14.000 UNIF 7 ' .027 .00 .000 14.000 ttt{ittitt#Ittttttttttl ftt LOAD CASE t 2 ttt ttlltl;ttttttt;fit;i;;t ttt MEMBER LOADS (UNIF-klf, CONC-Yips) It! TYF= 11E1i LOAD ALFHA BEGIN END URF 5 .007 .00 .000 14.000 UNIF 6 .007 .00 .000 14.1,00 UNIF 7 .007 .00 .000 14.000 UNIF 1 .084 90.00 .000 12.000 UNIF 2 .084 90.00 .000 12.000 U11IF 3 .084 90.00 .000 12.000 UNIF 4 .084 90.00 .000 12.000 UNIF 1 .012 .00 .020 12.000 UNIF 2 .012 .00 .000 12.000 UNIF 3 .012 .00 .000 12.000 UNIF 4 .012 .00 .000 12.200 1lttittttllttltltlttttt ;tt LOAD CASE If 3 It# tt.lttt#ttll!ltllttltttt III MEMBER LOADS (UNIF-klf, COLIC -kips) ttt TYPE MEF LOAD ALPHA BEGIN END UNIF 5 .007 ,00 .000 14.000 UNIF 6 .007 .00 .000 14.000 UNIF 7 .007 .00 .000 14.000 UNIF 1 .020 .00 .000 12.000 U111 1 .084 90.00 .000 12.000 UNIF 2 .004 90.00 .000 .12.00fl UNIF 3 .084 90.00 .000 12.000 1-111IF 4 .084 90.00 .000 12.000 IIx JOINT DEFORMATIONS III 27� JOINT 4 1 LOAD ROTATION (rad) VERT (in) HORI1 (in) CASE 1 .00020 .0000 .0000 CASE 2 .00351 .0000 .0000 CASE 3 -M169 .0000 .0000 JOINT 1 2 LOAD ROTATION (rad) VERT (in) HORI1 (in) CASE 1 -.00002 .0000 .0000 CASE 2 -.00393 .0000 .0000 CASE 3 -.00141 .0000 .0009 JOINT A 3 LOAD ROTATION (rad) VERT Cin) HORIZ (in) CASE 1 .00002 .0000 .0990 CASE 2 -.00.82 .0000 .x000 CASE 3 -.00148 .0000 .0000 JOINT 4 4 LOAD ROTATIO14 (rad) VERT (in) HORIZ (in) CASE 1 -.00020 ..0000 .9000 CASE 2 -.90362 .0090 .0000 CASE 3 -.00141 .0000 .0000 JOINT 1 5 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00940 -.0010 ,.9002 CASE 2 -.00201 -.0x06 .4241 CASE 3 _.00065 -.0007 .1735 JOINT 1E 6 LOAD ROTATION (rad) VERT (in) HORI1 (in) CASE 1 .00004 -.0012 .0000 CASE 2 -.00143 -.0009 .4246 CASE 3 -.00066 -.0008 .1731 JOINT # 7 LOAD ROTATION (rad) VERT (in) HORI1 (in) CASE 1 -.00004 -.0012 -.0000 CASE 2 =.90145 -.9008 .4245 CASE 3 -.90965 -.0038 .1728 JOINT # 8 ..... LOAD ROTATION! (rad) VERT (in) HORIi (in) CASE 1 .00049 -.0010 -.0902 CASE 2 -.00186 -.1,009 .4246 CASE 3 -.90017 .0008 .1727 tit MEMBER FORCES tit MOM - MEgative when clockwise (or causing top tension 01/10 point analysis) SHR - F'o=-.itive when actinq in the positive V -direction ` AXIAL - Positive when acting in the positive X -direction MEMBER q I LOAD S -MOM E-t10M S -SHF E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .0000 -.3500 -.0292 .0292 1.1878 -.1798 CASE 2 .0000 .5471 .I M .0264 .9519 .0401 CASE 3 .0000 .1191 .1199 .1101 1.0236 -.0156 1110 PT: 0.0 0.1 0.2 O.T. 0.4 0.5 0.6 0.1 0.8 9.9 1.0 CASE M. .09 -.04 -.97 -.11 -.14 -.18 -.21 -.25 -.28 -.32 -.35 1 V: -.03 -.03 -.03 -.03 -.03 -.03 -.03 -.03 -.03 -.03 =.03 CASE M: 00 .13 .25 .35 .43 .49 .54 .56 .58 .57 .55 2 . V: .12 .10 .09 .07 .06 .05 .03 .02 .00 -.01 -.03 CASE M: .00 .14 .25 .34 .39 .41 .42 .39 .33 .24 .12 3 V: .13 .11 08 .06 .03 .00 -.01 -.04 -.06 -`.09 -.11 MEMBER.1 2 LOAD S-MDM E -MOM S -SHR E -SHR S -AXIAL E=AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .0000 .0337 .0018 -.0028 1.3952 -.7972 CASE 2 .0000 1.0998 .1636 -.0196 1.1216 7.1136 CASE 3 .0000 .4687 .0391 -.0391 1.1061 -.0491 1/10 PT: 0.0 6.1 0.2 0.3 0.4. 0.5 0.6 0.7 0.8 0.9 1.0 CASE M: 00 .00 .00 .01 .01 .02 .02 .02 0.3 .03 .03 1 'J: .90 .00 .00 .09 .00 .00 .00 .09 .00 .90 .90 CASE M: .09 .19 .36 .51 .65 .11 .87 .95 1.02 1.07 1.10 2 V: .16 .15 .13 .12 .11 .09 .08 .06 .05 .03 .92 CASE M: 00 .05 .09 .14 .19 .23 .29 .33 .37 .42 .47 V. 04 .04 .94 ,04 ..04 .04 .04 .04 .01 .04 .04 NEMBEF 4 i LOAD S -NOH E -MOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kip_.) (kips) (kips) (kips) CASE 1 .0000 -.0331 -1029 .0019 1.3952 -.3812 CASE 2 .0000 1.0813 .1621 -.0181 1.0952 -.0072 CASE 3 .0009 .4182 .0398 -.0,98 1.10:3 -.0953 1/10 FT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.1 0.8 0.9 1.0 CASE M: .00 -.00 -.09 -.01 -101 -.92 -.02 -.01 -.03 -.03 -.03 1 V. -.00 =.09 -'.00 -.90 -.09 -.00 -100 -.09 -.00 -.00 -.90 LASE M, .09 .19 .35 .51 .64 .76 .86 .94 1.00 1.05 1.08 2 'J: .16 .15 .13 .12 .10 .09 .08 .06 .05 .03 .02 .CASE M: .09 .95 .10 .14 .19 .24 .29 .33 .38 .43 .48 3 V: .04 .04 .04 .04 .04 .04 .04 .94 .04 .04 .04 aEMBER 4 4 LOAD S -MOM E-HOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -ft) (kip -it) (kips) (kips) (kips) (kips) CASE 1 .0090 .3500 .0292 -.0292 1,1879 -.1798 .CASE 2 0000 .7286 .1327 .0113 1.1413 -.1333 CASE 3 .0000 .3739 .0312 -.0312 1.0931 -.0851 1/10 PT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6. 0.7 9.9 0.9 I.C. CASE M: .00 .04 .07 .11 .14 .19 .21 .15 .28 .32 .35 1 V. .03 .03 .03 CASE M: .00 .15 .29 .40 .50 58 ..64 69 72 .13 .73 2 .V: ,13 .12 .10 .09 08 .06 .05 .03 01 .00 -.01 CASE M: 00 :94.07 .11 .15 .19 .22 .26 .30 .34 .37 3 '1: .03 .93 - .03 .03 .03 .03 .03 .03 .93 .0 37 2-?/' LOAD S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL R i.vft) (kip -f t) (kips) (kips) (kips) (tries) CASE 1 .3500 -.4793 1798 .1982 .0292 -.0292 CASE 2 -.5471 -.1001 -.0401 .1381 .0264 -.0764 CASE 3 -.1191 -.3488 .0156 .0824 .1101 -.1101 Vic PT: 0,0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 i_NSE h: -.:+5 -.1[ 05 li 13 -5 -.13 -.46 1 'J: .18 .14 .10 .07 .03 -.D0 -.05 -.08 -.1 -.16 -.20 CASE .11: .55 .48 .41 .32 .21 .10 -.04 -,18 -.34 -.51 -.70- .2 V: -.04 -.03 -36 -.07 -.08 -.09 -.10 -.11 -.12 -.13 -.14 CASE.M: 12 .13 .14 .12 .10 .0b .00 -.06 -.11, -.24 -.35 V: .02 .00 -310 7.01 -.02 -.03 -.04 -.05 -.06 -.07 -.08 MEMBER 1 6 LOAD S -MOH E-HOM S -SHR E -SHR S -AXIAL E -AXIAL (kip -it) Rip -ft) (kips) (kips) (kips) (kips) CASE ! .4456 -.4456 .1890 .1890 ,0264 -.0254 CASE 2 -.?987 -.6297 -.0245 .1225 .0068 -.0068 CASE 3 -.1199 -.3471 .0156 .0824 .0710 -,0710 1/10 FT: 0.0 . 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CASE -M: -.45 -.21 -.02 It .19 .22 .19 .11 -.02 -.21 -.45 1 V: .19 .15 .11 .08 .04 .00 -.04 -.08 -.11 -.15 -.19 CASE M: .40 .3b .30 .23 .15 .06 -.05 -.18 -.31 -.47 -.63 2 V: -:02 -.03 -.04 -.05 -.06 -.07 -.08 -.09 -.10 -.11 -.12 CASE M: .12 .13 .14 .12 .10 .06 .00 -.06 -.14 -.24 -.35 3 V: .02 .00 -.00 -.01 -.02 -.03 -.04 -.05 -.06 -.07 -.08 MEMBER 4 7 LOAD- S -MOM E -MOM S -SHR E -SHA S -AXIAL E -AXIAL (kip -ft) (kip -ft) (kips) (kips) (kips) (kips) CASE 1 .4793 -.3500 .1982 .1798 .0292 -.0292 CASE 2 -,4516 -.1286 -.0353 .1333 -.0113 .0113 CASE 3 -.1311 -.3739 .0129 .0851 .0312 -.0312 1110 PT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 CASE M: -.48 -.23 -.03 .12 .21 .25 .23 .17 .05 -112 -,35 ! 'J: .20 .16 .12 .OB .05 .00 -.03 -.01 -.10 -.14 -.18 CASE M: .45 .40 .33 .24 .14 .03 -109 -.23 -.38 -.55 -.73 2 V: -.04 -.05 -.05 -.06 -.07 -.08 -109 -.10 -.11 -.12 -.13 CASE M: .13 .14 .14 .12 .09 .05 -.00 -.08 -.16 -.26 -.31 '• V. .01 .00 -.N. -.02 -.03 -.04 -.05 -.06 -.07 -.08 -.09 0V 1tt FE5TRA111I116 FORCES AT'SL1PPHTS t!1 RX (kips) CASE 1 .000 1.395 -.003 3O({IT # 1 .000 1.122 -.164 LOAD MOMENT (kip -ft) RY (kips) RX (kips) .CASE 1 .099 1.108 .029 CASE 2 .000 .968 CASE 3 .000 1.024 -.1311 JOIIar 4 2 LOAD MOMENT (kip -ft) RY (kips) RX (kips) CASE 1 .000 1.395 -.003 CASE. '2 .000 1.122 -.164 CASE 3 .000 1.106 -.039 MINT 4 3 LOAD MOMENT (kip -ft) RY (kips) RX (kips) CASE 1 .000 1.395 .003 CASE 2 .0011 1.095 -.162 CASE 3 .000 1.103 -.040 JOINT # 4 LDwO MOMENT (kip -ft) RY (kips) RX (kips) CASE 1 0e0 1.108 -.029 MDE 2 .000 . 1.141 -.133 CASE 3 .000 1.093 -.011 cnd of PLANE Elapsed Time: 1 min 45 sec -ZO/ A 310' 0 0 0 0 0 ' I 0in 4(y - POND AREA10' 10, I RETENTION EXISTING AG. WELL ------= HIGH WATER LEVEL — — 2.5:1 m 139' --- 7 __-- 35' 47 —. ---43' t _ - 7 DBL. _.--- DRYING - ..... TUNNELS AA .. , AP ROV ED n Butte County Environmental Health -- Date - _ Sianatum -74 0 - 0 FUTURE DIPPER �n (BY OTHERS) AND COVER 80'x84' tEtCONC. STORAGE opo LB WAREHOUSE VI B-2 OCCUPANCY y PE 5-N CONST. 71' EXISTING CONC. SLAB 134' 0 EXIS1 NG SCAL- EXIST. hi OU E G A S TANK 14 Ll TY o� 3•?`i-`jam 80 EXISTING MOBILES = TO BE RELOCATED 0 in PROPOSED MOBILE HOME LOCATIONS EXISTING AG. WELL 3 q / Q----------- 100 I RETENTION POND AREA 1:1 �---- HIGH WATER LEVEL _ .2.5:1 `n 110'11 01110'110: 71' EXISTING CONC.. SLAB 134' 1 r� z'p 80 EXISTING MOBILES I TO BE RELOCATED ,i LonI III 29-1 a - EXISTING SCAL - EXIST. HOU E. GAS TANK — -- -- __ cli Y 'o in cD 2 5, _ PROPOSED MOBILE HOME LOCATIONS ,� r -�� .a .�'+• �Y,.e rr/(/,//\J/_' �O e ,; "�V-1 ,/ a r v S f ' t. 'y, ------------- -' r -.;•i ,. .. Y'= _ c '_:"�i! 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GOSAL FARMS FARM LABOR FACILITY SEPTIC PROPOSAL 12' I TRAILER # 1 1 I TRAILER f 2 1 I TRAILER f 3 1 PROPERTY LINE 128' H�t LEACH LINE 100' X 4 7` TRAILER # 4 SCALE HOUSE APPROVED SUttef=nvlro � 04�4y �1►�lealtF� �e f IgnSture SCALE: 1 -5U' STORAGE SHOP 37' -U X 0 U M r Z M PLANNING DIVISION- B IILLDING PLAN APPROV . Use: w Gate: �3 �'AL✓J. Parking: Landscaping: ,, -... (Vher_._ Signature:--• O I O .3?O owe. Q 3 77.9ZAc• g0.l 77.7486. f— LAUB__.,ROAD I JJa a \ Y .'Ur 23 1 ��-v,W- _ j ' sod s3 - 36.7[AC 18 tl; - iio4 69 _ `\ _rSh•; _ ---- 4 _y :.:> Z : ; ill' � ,.�• .20Y7.8—.—_ 'I �� 2V 8C' ... ^ 2 14 5 76 P I sss 2. 19) " tlir� O ' _17, 89 J �O +31.4 qe :.3986 8 :F n 24 144.0 Ay. 19 10. ��_, �- t 48.24 /•6�%� } 1�'iG?;j_, j ,w 19` 6 — -- 237.50, 17 o d 5 g2659.72 16i qq 'Q PaNCfL'2 0,,1♦�r 0'(r - 411L� q �wB9/I4 /S^41� e� /6G�°°i% Ooz4-is-o-0" o . . +s AO J M1 . •F �s _ - _ _ 78. 7Ac. 4r-= xtt -T-f - -. - - - - ---- _ - -_ -- 1 No2l-i", e ASSESSOR S M APt SUTTER coll.COUNTY OF BUTTE, CAL. �_ ,, o .. �� 12 0,.0�#' I i s s t••Y o 23 1 ��-v,W- _ j ' sod s3 - 36.7[AC 18 tl; - iio4 69 _ `\ _rSh•; _ ---- 4 _y :.:> Z : ; ill' � ,.�• .20Y7.8—.—_ 'I �� 2V 8C' ... ^ 2 14 5 76 P I sss 2. 19) " tlir� O ' _17, 89 J �O +31.4 qe :.3986 8 :F n 24 144.0 Ay. 19 10. ��_, �- t 48.24 /•6�%� } 1�'iG?;j_, j ,w 19` 6 — -- 237.50, 17 o d 5 g2659.72 16i qq 'Q PaNCfL'2 0,,1♦�r 0'(r - 411L� q �wB9/I4 /S^41� e� /6G�°°i% Ooz4-is-o-0" o . . +s AO J M1 . •F �s _ - _ _ 78. 7Ac. 4r-= xtt -T-f - -. - - - - ---- _ - -_ -- 1 No2l-i", e ASSESSOR S M APt SUTTER coll.COUNTY OF BUTTE, CAL. �_