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021-220-023
t KIMURA T a.3 .PRd 1-22- ! ng Permit#k 34-69 1 Prune Dehydrator Bldg. ; 21-22-23 - Tom Kimur�j��9 W/S Township cl., first drive N.of Butte -Sutter Line, Gridley contr: George Clark & Sons, Maryaville Permit #3238-78B,E(new fruit dehydrate 21-22-23 Contr: R.E. Berry Inc, Live Oak Permit##126-8Of— ,M(gas line & htrs repair shop & _ J_ _ om 52-69B* 34-69B r: . 46-71E#*# 483-69E ,1 p 2 -22=1T )) w/s Township Rd. lst'drive no. u Sutter! line; Gridley ! --� (add�to prune dehydrator)eWTR-,RMNo /71 ! � 1 (*addition to warehouse -C ern Building o. P.O. Box 646,Chico) e'dQ.��W71 { (**knew service-CUNTR: North -alley F,lec.) KIHTJRA NURSERY 524-68B 477=68E 1-22-1 els Live Oak Gridley Rd. just no. of Butte-, 021-22-0-023 ` " _�3utter County line KIMUEA, JOHN 93-481 B CONTR': C4..Elvin Fillmore, 2310 Br Aker Rd.)Liv 95 TOWNSHIP RD, GRIDLEY (convert carport to bedroom- Oaks CONTR : MODERN BLDRS mutt{ -dwelling) - a/ _6 8 COMM WAREHOUSE SHELL AJ 021-220-023 i 94-0494E ,. ` KIMURA,_TAKASHI , J V5TOWNSHIP RD., GRIDLEY _�7 ^ CONT: AMERICAN PUMP ELE FOR WELL OR% 1442vM► �� �' Afi o WOW) 613-/7/i �d F, '' IMPORTANT MESSAGE PLEASE CALL FOR CAME TO SEE YOU (/ DATE T -' Z A.M. U TIME �v P. M. M Y WANTS TO SEE YOU RUSH - - OF - RETURNED YOUR CALL PHONE SPECIAL ATTENTION AREA CODE NUMBER EXTENSION - El FAX Cl MOBILE AREA CODE NUMBER TIME TO CALL MESSAGE SIGNED TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH - - RETURNED YOUR CALL SPECIAL ATTENTION TOPS � FORM 30025 LITHO IN U.S.A. ,VO-rIF/,57-0 e IlltoV E&AI �/z 7-lq5- ►� IAI 0,2 v j!57/Z FOR 116�011 ED z) Y e�711-r7—,= r�AuxvzY 7—A';!5- sl�Ec� l Td g67 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF- OCCUPANCY This building has been constructed and complete'&irrraccordance with the t 'rements of the Uniform Building Codde"i na'e "je'r'hilf"number �1 for the following: lo . 1r, 9id`7n ! 43 r - Use Classification Commercial Storage• iWarehouse �..„ 95 Township Road, Gridley Address or Location Group 13-2 occupancy: Type II N construction f - It is hereby certified for the occupancy described above and may be occupied. Date August Director of Public Works 4, 1993 by POST IN A CONSPICUOUS PLACE (Over) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift .. 5th Lift 6th Lift FERE WALLS 0 cupancy, Area Propert Gypsum -Board 1st Layer .,2nd Layer Walls Ceilings I COMMERCIAL 021-22-0-023 -93-481 B 1 KIMUEA, JOHN 95 TOWNSHIP RD, GRIDLEY CONTR: MODERN BLDRS COMM WAREHOUSE SHELL JOB FINALED (Da ) Signaturealc 42 CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. A f A i f i 1 1 1 1 f JOB FINALED (Da ) Signaturealc 42 CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. A H=OK O=Not OK - = Not Applicable = Not Ready COMMS Date UbIDERFLOOR Plans OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils -U r Ground.-Ftg. Depth 3. Hold Downs ts-Straps-Embedment-Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped einf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh fors- el 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-lqTCZ Date Card B-1 Date Card B-1 v Date Card B-1 Date PLUMBING Permit OK except #'s 16. Water Htr.; Vent -Access -Co ustion Air -Baffle 17. Water Pipe; Test & Anc -Nail Protection 18. D.W.V.; Test ittin Anchor -Nail Protection 19. Sinks -Floor- se Trap 20. Handic ' /C- acking 21. Gas Pipe; Size & Nqchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installe Close to Edge'of Studs & C.J. 26. Equip. Ground ade up w ech. Fastners-Bond Gas & Water 27. Wiring-90'-Protekted-golor Coded 28. Subfeed Wire Size / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive ixture onduit-G.F.I.-Susp. Ceiling 30. Service - 'r Conduct s & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 •Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & S 6port 34. VentFan; aust abo insulation _ 35. Condensate Aainoverflow; Size & Grade 36. Furnance-Vent ccess-Comb. Air -Return Air Vent -115 outlet 37. Attic Acces tform if Furnance in Attic 38. H. V.A.C.- entilati -Roof Access 39. Smoke Fire Damp4s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI (Plans) OK except #'s 40. s, Proper Material & Anchors -Hold Downs 51ls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. F' a Stops; Furred Ceilings -Stairs -Chases Headers & Beam -Size & Bearing -Support Fix. RCIAL Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors �,y 4,3,6�r_Roof Shthing-Nailing -Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 7 -Ext. -Steps -Door & Sidelight Protection -Landings mbar -Placement 65-- twnsee;-Heats-Clearance-Comb. Air -Connector - In Ga ge; Above Floor-Ducts-Mech. Protection Sprin klers-Placement-Test 1fig-Seismic-Wires-Elec-Light & Mech. lec. Trim & Subpanel; Breaker Sizes & Labels �a 78rHen9ieap.Door Levers -Fin. Floor ood Panel; Int. & Ext. Vis -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 7-3-PItTEIUC-& Mech. Equip. Listed for Location - ooked in Attic 0 Yes 75. Beck Construction -Post Caps 'APon-Vents-&-CMWPHole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77 .S'nl!`co,aroy 4.1=6fnish 78-A Jnft-0is" connect, Electrical, Plumbing -79-Vants-Ahove_Roof• Plbg.-Appliance-Fireplace.-Clearance to Openings -62=er-DrTCUnnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground Q-6ff Sfte=Parking-Handicap °° GLas EcQLe ion 94-6erreetfors-frft Previous Inspections 95-Gpe-Test-Meters Tagged; Gas -Electric U_Weter-&-Sewer Connected -C/O to Grade -HD Approval Ja7-Energy_ompIiance Certificate -Other Certificates 88r'll-oofing Certificate -Fire Rating Date - Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate Of OCCUDancv (NOTE: An entry must be made each time you visit the job site) 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 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. Hyou have any questions pertaining to this matter, or need additional explanation, pie asethis office immediately. 7 Date) — 1 { — / 3 Inspector REV 10192 '. i.�- � yYw..ti.v�r -w -L33�`w'-�iT� 1C1� .• .. .i .. - ..[ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES i 1469'Hum'boldt 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. =+ Armifim iinsp2v ion indicates that the following violations of Butte County Ordinances exist at 8ieabove adfifamssand should be corrected. Please notify this office when correction of work isocmpleied.ilfpou have :any questions, pertaining to this matter -or need additional explanation, pie cantact his office immediately_ 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. U A PERMIT NO. AroutineboWeetion indicates that the following violations of Butte County Ordinances exist at the above and should be corrected. Please notify this office when correction of work aiscorrpleted. Uyou have any questions pertaining to this matter, or need additional explanation, please c9alact this office immediately. . , . r I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC County Center Drive - Orovillt;, California 95965 - Telephone: APPLICATION AND PERMIT WORKS 96�ERMIT NO. 916/538-7541 ASSESSOR PARCEL NUMBER 021-220-023 ZONING A-40 BUILDING PERMIT OWNER John. ea IC)M (/jRA TELEPHONE SQ. FT. BUILDING VALUATION OWNER'S MAILING ADDRESS ((OCC. 7,097 22 156 134.00 ` 10557 Adeline Ave., Live Oak CONTRACTOR'S NAME Modern Building Co. CONTRACTOR'S MAILING ADDRESS P.O. Box 772, Chico 95927 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $ 156,13 .00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 797.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 398.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 1,210,50 PLUMBING PERMIT Filing Fee 15.00 5 Township Rd., Gridley Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SF ❑ Duplex❑ Mobilehome❑ Other Comm- Storage Warehouse Building sewer 15.00 Mobile Home S I G I W @ 15.00 SPECIFY TYPE OF WORK New Q Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Permit Fee $ Describe work: Rtep] R Concrete SHell Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AOROR LESS 18.50 Main service 200AT01000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of p y perjury y (Check One): NEW CONST. ( DWELLING OCCUP.ad\ 3.64 sq.ft. OR ADDNS. ACC. BLDGS. // I am licensed under provisions of Chapt. 9, Div. 3 of the Business NEW CONSTR. U TI.OUTLET NON.R ESID BRANCH CIRCITS @ 5.00 and ProfessionsCode Coode/�a,ndd my license is in full force and effect. POWER APPARATUS 6 (SINGLE OUTLET CIR. ( License No.Z«/ OVl> Classification if Ex. Occup(OUTLETS OR FIXTURES 20 @ 76FIXED Fl1, as the owner, or my employees with wages as their sole compen- ALNS.d Ex. Occup. OUTLETS RP(RESID,)REAJ 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- Mobile Home Facilities 15.00 ors. (Sec. 7044) Misc. byirin g 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating 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. Cooling ❑ I shall not employ any person in any manner so as to become subject Hood 6.50 to the W. C. laws of California. Ventilation 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 Permit Fee $ provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee S is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Energy Inspection Fee $ Butte to enter upon the above-mentioned property for inspection purposes. oc TT E I also agree to save, indemni and keep harmless the County of Butte against ? 1 , 21 .50 'L TOTAL F E $ , and ex enses which may in any way accrue all liabilit'es, judgmentyoe HA2 DFEE IMP F 0 CDF PARC PD HD 1 S against dC my in cnce of a granting of this permit /q!e X 7 Date -� This permit is hereb issued under the applicable provi- Signature of Applicant — Owner ❑ Contractor ❑ Agent sions of the But ou o e and/or resolutions to do An OSHA permit is required for excavations over 5'0" deep an dem Brion or construct. Work indicat bo or hich fees have been paid. ion of structures over 3 stories in height. R R BLIC WORKS 135392 By ate 7 Receipt No. WNITC-D.P.W., TELLOW-A$8[$90R, PINK -INSPECTOR. GOLDENROD -APPLICANT PERMIT EXPIRES Date Z/ �! I . . H i-y,.,V.`.- r.ii -,.-`I'r.(i....r,�.l-..�rti..f✓..I'-V".`� ' � � .�wr.J � �..MiG �e COUNTYOF BUTTE - DEPARTMENT QRDEVELOPMENT SERV ICES - B �; DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (91 8-7541 PERMIT APPLICATION DATASHEET OWNER "-N0 H ,Ot) l lid Ii Ile- A. P,-_No./),2_ Proposed Building Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY All items have been submitted. ........................................ . ............ �. blot 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. ........... Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ......................-'s-kaG 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's'installation instructions, 2 sets. ........... 1 Fees of $ . ........................ 11. Impact fees as shown on attached schedule. � �%0))p 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevatio letter (100 year flood) by California Engineer. .. Q14 Health Department . ........... . 15. City of Chico plumbing permit. ......... ....................... Z/ q Sanitation an<?�Iv Ian approval16. Plot plan and business license aroyal from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: 1. (B) Parking: N 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. .. ... . 20. Pre -inspection for required. .. Preanspection requ� to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _�. ........... .......... . 4Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization. . CogTl2...A�l?P�I.�D .................. . 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 . ............... Existing violations/expire per its. ...... —— Plan checklist. .PLi�fQ,"/�. C�i�.. D ��2�Q.3...........j 34. When yo tsue the permit, process as follows: Mail to owner elephone nd hold for pickup at /f V Other Parcel Creation Acreage w Applicant Mail to contractor. - office. Deliver with inspector. Date Copy of HA -f -Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: nce: (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 ou er by _ Date _ Plans checked by Date Plans approved by Date �) Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works W I COUNTY OF BUTTE - DEPARTMENT OF .PUBLIC WORKS - BUILDING DIVISION 7 COUNTY C=ER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 ,-LITER Nt X) A:� 1, 'V I , U IL .7 ? JPOS c -D BU=ING USE /1/ /' School Distric Fees t (/ S D ( aid at Dist-ict Of =ice) A.P. NO . DATE J REC. DATE_ REC P- - ........................... 2. e---: f:f Fees ( �dt �ld=ng Department) R' dential ......... X _ Commercial(per sq .f t. o f x o z/ k sq.ft. amt. - 3. Urban Area Fees (paid at Building Department ME Residential '(per unit) X =$ ir units amt. Co mmericall ( per sq . f t .) x _� sq.ft. amt. Re-..=eat:L.on Distr-pct Fees (paid at District Of= --'c_) F,2-5. Drm- ,, ge Di.str_C= 1' --es (Contac-!-- Land Development) 6. Other 7. Other =Lme o2 permit appl=cat=0n, I Was advised the above ?es are recur ed to be pa=Z :o '_ssuance of tae Dere. MTCdl'l T DATZ Ir �i:�`��,�`"v'�e'�'�.:.�d";`y'!�r..'^'„'%."w,,,..^r^.`..-^.n.xr...v.w:..,,,,,Kw,j,�T.`wfYh+'�`.'�A'3"A''`�`�1"@I""6�K+�•61fd""It+.",'t ��rY.�F""'�"7c�•^rte �+^�'-vl•�+-'�w.r*.*ti^r''�rv.-••rf�•rti--;r,,a..7rvr BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department No. A.P. Number's tZ.Z / 7 2-() O Jurisdiction 0 City ® County Property Owner �>Q 'J*"i* A) 0 KA t Property Location/Address T ;& Subdivison Residential Development No. of Living Units Commercial/Industrial Lot No. 0 = Sq. Footage MHI Addition (Group R) I I Sq. Footage New Addition (Including Exterior Roofed Areas) '• Building Department Representative Date '(Floor Plans reviewed by School District Personnel) District Identification No. 5 Q I& cA School District certifies thaty Q (Applicant) (Street Address) (Phone Number) (CRY) (State) has complied:with the requirements of Resolution No. by paymentbf $ representing 111/0917 square feet. School District 116Dresentative Paid by Check Number Bank Number Paid by Cash 0 J Date Remarks: 9U- 3SbVZ 4—Z i I 4� a� 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.wkl (4/92) r NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent -for Non -Heated and/or Non -Air Conditioned Buildings I, John'* Kimura , owner of the building to be constructed as a (please print) Commercial Storage under at (bldg.permit no.). (location) #95 Township Road Gridley, CA 95953 , hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if?:I change the use or occupancy of this building in the Ap future, that I will beesubjectito, the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Building OwneL�`j Mailing Address 10557 Ade ine Ave ue Live Oa 953 Telephone No. (916) 695-2038 1 T _ . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS- -- ' _. _.-PERMIT NO. 7 County Center Drive - Orovilfe.'California 95965 = Telephone: 916/538-7541. APPLICATION'AND PERMIT ASSESSOR PAR ELN MBER Z ZG Q 2 ZONIN BUILDING: PERMIT' OWNErt �a u TELEPHONE SQ. FT. OCC'. BUILDING. VALUATION - -- OWNER'S MAILING ADDRESS D4=V CONTRAC OR' NAME O WP CONT ACTOR'5 MAILING ADDRESS .d G Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ c ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee - $ Penalty $ BUILDING ADDRES Permit fee $ PLUMBING PERMIT Filing Fee 15.00 -� v� GO Each Trap 5.00 LE Solar or heat pump. water heater 720.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Othe —U SPECIFYWA k2 Gas piping system 1 - 5 outl 5.00 Building sewer 15.00 Mobile Home I.SXGIWJ 15.00 TYPE OF WORK New Addition❑ Remodel/❑ Utilities[] Installation[] Other❑ Describe work: 0 /C -.4g - Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) E] 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A, .37:50 NEW CONST./ DWELLING OCCUP.61) OR ADDNS. \ ACC. BLDGS. ?4gy,ft. NEW CONSTR. U I.OUTLET NON.RESID BRANCH CIRCUITS) @ 5.00 /POWER APPARATUS & \SINGLE OUTLET CIR. EX. OCCU p OUTLETS OR FIXTES 20 7R At A EX. OCCUp. OU LETS P(REFIXED S .)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilit' s 15.00 Misc. Wirin g -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 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 Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X a`. Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHApermit is required for excavations over 5'0" deep and demolition or construct• ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL. FEE , HAz 1 11 FEES IMP FLOOD CDF I PARCEL PO HO ISSUE This permit is hereby issued under the sions of the Butte -County Code -and/or work indicated above for which fees DIRECTOR'OF PUBLIC.: BY PERMIT EXPIRES, Dates applicable,provi- resolutions to do have been paid. WORKS'. Date, Receipt No.—] %�� a` WHITE•D.P.W., TCLL� OW -ASSESSOR. PINR•INDPCCTOR, GOLDENROD -APPLICANT S �r ri A 01, o 6 %1 k1 Building Company General Contractors August 2, 1993 COUNTY OF: BUTTE BUILDING DEPT P.O. Box 772 Chico, CA 95927 (916) 891-4533 (916) 891-6834 FAX Butte County Building Dept #7 County Center Drive Oroville, CA 95965 RE: Kimura Dried Fruit Warehouse, Gridley, CA Building Permit #93-481-B AP 021-22-0-023 ATT: John Henry Dear Mr. Henry: As requested per correction notice dated 7/19/93, a special inspection of all A325 high strength bolts has been completed. The attached letter will show evidence by Applied Testing Consultants that all A325 bolts are now tightened to a tension equal to the minimum specified in the UBC. If any questions should arise, please call. Sincerely, Kurtis Carman Project Manager KC:rh Encl: 1 suTTE COUNTY AP -P -ROVED California Lic. No. 285006 Nevada Lic. No. 33967 • t t x Oregon Lic. No. 84222 's ■■■■■ ■■■■■ ■■■l J■■■ ■■► A /■■ 1P .i .■ �■ \��lJ■LJ\..� Materials Engineering Testing and Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 (916) 891-6625 File No. 93178 -7' 28 July 1993 rim 00L*M Modern Building Company P.O. 772 Chico, CA 95928 Attn: Curtis Carman Gentlemen: C. ■r & � 0"i On 28 July 1993 we provided.tension verification testing of 3/4" high strength bolt installations for the Kimura Dried Fruit Warehouse in Gridley, CA. The A.P. Number for this project is 021-22-0-023 and the Building Permit Number is 93-481(B). All bolted connections were completed prior to our inspection. A total of three bolts were removed at random from the structure and used to calibrate our torque wrench for the minimum bolt tension specified in Table 27-7-D of the UBC. A Skidmore -Wilhelm device, equipped with a hardened washer, was to calibrate the wrench for a tension 5% greater than the minimum specified tension. The calibration torque for the control set of bolts ranged from 260 to 300 ft -lb. Since hardened washers were not used in the erection of this structure, the maximum calibration torque of 300.ft-lb was selected as the job test standard. The average torque found throughout the structure was about one- half the established minimum torque and some bolts (6-8 total) had not been tightened at all. Consequently, every bolt in every connection was tested and tightened to 300 ft -lb. On the east end of the structure, the outer side of the connections were covered by siding and could not be tested until the siding was removed. Following is a list of the connections tested and the number of bolts in each: 7 vertical haunch connections = 92 bolts 7 horizontal haunch connections = 74 bolts 7 cantilever beam connections = 56 bolts 7 mid -span beam connections = 50 bolts It is our judgement that all bolts in this structure are now tightened to yield a tension approximately equal the minimum specified in the UBC for A325 high strength bolts. Very truly yours, APPS IED ESTING CONSULTANTS, INC. J0 G. ars, PE ,i 12, B U T T E C 0 U N T Y B U I L.DII N G D E P A R T M E N T F A X C 0 V E -R S H E.E T FAX NUMBER (916) 538-2140 DATE TO:.• FAX NUMBER: ATTENTION: REGARDING: A.P. NO. SUBJECT: ki44 oro\ooddr P14ER-5 o2n - PERMIT NO. YJ SPECIAL INSTRUCTIONS: SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY xFOR YOUR INFORMATION ONLY ]'OTHER: brl/"145V ieklY 45leC-- 7V t4lS6- -SINCERELY, JOHN PLAN CHECK ENGINEER Eutto Countg 7 Rr A L A W D S EA U T Y 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.DII N G D E P A R T M E N T F A X C 0 V E -R S H E.E T FAX NUMBER (916) 538-2140 DATE TO:.• FAX NUMBER: ATTENTION: REGARDING: A.P. NO. SUBJECT: ki44 oro\ooddr P14ER-5 o2n - PERMIT NO. YJ SPECIAL INSTRUCTIONS: SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY xFOR YOUR INFORMATION ONLY ]'OTHER: brl/"145V ieklY 45leC-- 7V t4lS6- -SINCERELY, JOHN PLAN CHECK ENGINEER .",�+'h �. '_r;-i`'r:.-, vfsw-�'i .. „`+��%a. a—: Ffra ;�i^i.:�,f:r'J'��Y`_ �.�i "r wi.'r' �.I ,. <c�.. i1 k .A��. ..:r r#, 1. �; a .. 'Z.. ham• . - _n .. 'Y# 4.., y,. ,Sy;'�s.. x, s..r'i-trs'{a ...,�.:,w. ,.. v .`�.i"� r r.r `-.i �.- _ ..:-•- A 94-0494E 021-220-023 << -_ 021-220-023. KIMURA,-TAKASHI. 95 TO�gNSHIP RD., GRIDLEY CONT% AMERICAN PUMP -� ELE FOR ,WELL r r OFFICE COPY Address GASB , .. Da Meter. By e ELECTRI Dat . Meter,By - rf i r t _ a i'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 9' y-" d Y 9!y - ASSESSOR PARCEL NUMBER 21-220-023 A[� ZONING BUILDING PERMIT OWNER TAKASHI KIMURA TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS PO BOX 127 LIVE OAK CA CONTRACTOR'S NAME AMERICAN PUMP TELEPHONE CONTRACTOR'S MAILING ADDRESS YUBA CITY Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS TIM PERMIT FEE $ 95 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 GRID Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 1 5.00 Each gas water heater or vent 15.00 USE OF STRUCTURE Other SF ❑ Duplex O Mobilehome CIWM Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ElUtilities'JO Installation ❑ Other ❑ Describe Work: SERVICE FOR WU j ! I PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 . Main Service ( 600V OR LESS 200A OR LESS ) 23.00 • Main Service ( 200A TO 1000A ) 46.00 1 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) 3.50 FrSO.. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensatjon, will do, the work, and the structure is not intended or offered for sale. (Sec 7044) EI I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON.RESID. ( BRANCH CIRCUITS ) @7.50 • POWER APPARATUS ) & SINGLE OUTLET CIR. @1S.O00 Ex. Occup. ( OUTLET OR FIXTURES ) BAL. Ex. Occup' ( FIXED APPLNS. OR OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSPEC P3.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. �1'1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 73.50 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state thatthe above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X,/rf�'.- p �,.t-�t/�.�/ Date G � 8� � Signature'of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 73.50 HAZ- I D. FEES IMP I FLOOD I CDF PARCEL PD HDI;, �/ s This permit is hereby P y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Z2 19,5e (Date) 155280 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT e" y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 9'-�gy ASSESSOR PARCEL NUMBER 21-220-023 ZONING BUILDING PERMIT ff / / OWNER TAKASHI KIMURA TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS PO BOX 127 LIVE OAK CA CONTRACTOR'S NAME AMERICAN PUMP TELEPHONE CONTRACTOR'S MAILING ADDRESS YUBA CITY Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Nu mOURN PERMIT FEE $ 95 TOWNSHIP RD PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 GRIDI-Ey, CA Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other WELL ELECTRIC SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities)P Installation O Other ❑ Describe Work: SERVICE FOR WELL PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 11V OR LESS ) 200A OR LESS 23.00 3.00 Main Service ( 200A TO t000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLOS. ) S0. 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON -R SLID. ( BRANCH CIRCUITS RCUTS ) @7.50 7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 0@,000 BAL. . Ex. Occup.FIXED APPLNS. OR ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSPEC 3.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. *Cl shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 73.50 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. /'/c% Date 2- , Signatur of Applicant - V Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 73.50 HAZ. I D. FEES IMP I F1OOD I CDF PARCEL PO I HD I 1 rl This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. p By Dat 3 / PERMIT EXPIRES ON $ ! ate) ReceiptNo. 156280 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT F__1 AV"�`ii�1�+*�vl'5,1'�^k.l^fTi►^''r.s'1'.+.}�;V " "'. COUNTYOF BUTTE -DEPARTMENTOFDEVELOP ENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFOIiNIA95965 - TELEPH,ONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER <7�T Proposed Building Use W Oi'U 'G L G Building Inspector Date r At time of permit application, I was advised the following data must be submitted prior to permit processing ar issuance: DATE RECEIVED BY 1. All items have been submitted . ............... ) ...................... . 2. Plot plans, 3/4 sets, signed by preparer of plans. ..:`........................ 3. Complete plans, 3/4 sets, signed by preparer of plans. ........ .......... . .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. .......... . 5. Hazardous Material Form. ..................... t 6. Energy Design Compliance and supporting documentation. ...... . . .......... 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees......................... 13. Flood elevation letter (100 year flood) by California Engineer . .................. 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development.about (A) Improvements (B) Drainage. ........... 19- Driveway permit (construction Approval required prior to occupancy). .. . . at 20. Pre -inspection for e G� Prea ildinq ion requr required. .. to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............ ... . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. / When you issue the permit, process as follows: V Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation '��1014- Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1: Index permit for above items No. 2 Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by = Date' Contractor, designer, owner, was advised of above required data by _phone _mail Counter by 'Date - Plans checked by Date Plans approved by / Date Sets of plans on hold in File cabinet AP folder ; Copy - Department of Public Works PRE -INSPECTION OWNER: I Iii V ,` A DATE -7 Z LOCATION: G%� �OI e 4/ D A.P. CONTRACTOR: z4 A4 �4 C CAV &(Z/`-PZONING PRE -INSPECTION FOR: DATE TO INSPECTOR ----------------------------------- PERMIT HISTORY: EDNONE ,Q AS FOLLOWS: y� TYPE OF OCCUPANCY -------------------------------------------------------=------------------------------ ------------------------------------------------------------------------------------- FIELD - INFORMATION BUILDING USAGE: TENNANT: [� OCCUPIED HAS ELECTRIC [� HEATED -COOLED L_j PERSON CONTAC' OTHER COMMENTS: 4L� ACTIO RECOMMENDED: ISSUE HOLD FOR 0THER GAS HAS,SANITATIONFACILITIES Ii-Lq Butte CountyDepartrnentofDevelopmentServices 7 County Center Drive COUNT BIITTE . Oroville, CA 95965 (530) 538-7601 Telephone DEC 0 1 'nii (530) 538-7785 Facsimile DEVELOPMENT SERVICES ADMINISTRATION * BUILDING * PLANNING FLOOD PLAIN DECLARATION I declare the market value of the proposed construction work under building permit application number: Fa �% - 1*t A z at the location of i> Assessor's Parcel Number: D21 - 7,W:: c Z-3 for the construction of an addition and/or remodel consisting of Ho f G o -s7 mu-T+L_ SrrLU(_TQ rtE will not equal orexceed the definition of "Substantial Improvement" as defined below. am aware the building site is located within special flood hazard area zone S M AW LOV X Community Number, .Map Panel, and Suffix 0600 7 C � .12 5-5dated (J 1 A, and may be at risk of flooding although I am not required to comply with flood plain management criteria. Property Owner: '30FI n Address:Ci -ry —7 -JI, , e n Phone Number: 1k-�-4-t Print Name: -k//.nu ?-A � Signature: Date: *Substantial Improvement is defined as follows: anv reconstruction_ rehahilitatinn nrlditinn nr other proposed new development of a structure, the cost of which equals or exceeds fifty (50) percent of the market value of the structure before the "start of construction" of the improvement. The Substantial Improvement .cost is cumulative and includes all improvements that are not listed below as being excepted and that have occurred within the proceeding five years. This term includes structures which have incurred "substantial damage", regardless of the actual repair work performed. The term does not, however, include either: a. Any project for improvement of a structure to correct existing violations or state or local health, sanitary, or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions; or b. Any alteration of a "historic structure" provided that the alteration will not preclude the structure's continued designation as a "historic structure." Note: If the improvement percentage, cumulative over the last 5 years, equals or exceeds 40% of the market value of the structure before -the "start of construction" of the improvement, a certified appraisal shall be required to verify the, proposed work will not constitute a substantial improvement. Substantially improved structures shall meet the ,minimum building standards of the National Flood Insurance Program & Butte County's Flood Plain Ordinance (BCC 26-21) 2016-0005SO4 AND WHEN RECORDED MAIL TO: Recorded I REC FEE 22.00 Official Records I County of I COPIES 5.00 te CANDACEuJ. GRUBBS I BUTTE COUNTY DEVELOPMENT SERVICES County Clerk-Recorderl 7 COUNTY CENTER DRIVE I CP OROVILLE, CA 95965 09:30AM 10 -Feb -2016 I Page 1 of 3 DECLARATION ACKNOWLEDGING RIGHT TO FARM Section 35-8 of the Butte County Code requires this declaration of acknowledgement to be recorded prior to the issuance of a building permit. The undersigned do hereby certify to be the owner(s) of certain real property located in Butte County, California, and more particularly described in Exhibit "A", attached hereto and incorporated herein by this reference ("the subject property"). The undersigned do hereby acknowledge that the subject property is located on or adjacent to agricultural land, as defined in the Butte County Right to Farm Ordinance (Butte County Code, Chapter 35). The undersigned do hereby further 1 acknowledge that the County of Butte permits the operation of properly conducted agricultural operations on agricultural land within the unincorporated area of Butte County and has declared it County policy in the Butte County Right to Farm Ordinance to conserve, protect, enhance, and encourage such operations. The undersigned do hereby further acknowledge that if the subject property is located near an agricultural operation on agricultural land, residents or users of subject Z -- property property may at times be subject to inconvenience or discomfort arising from the operations, including, without limitation, noise, odors, fumes, dust, smoke, insects, operation of machinery during any time of day or night, storage and disposal of manure, and ground or aerial application of fertilizers, soil amendments, seeds, and pesticides. The undersigned do hereby further acknowledge that one or more of these inconveniences or discomforts may occur as a result of any properly conducted agricultural operation on agricultural land. The undersigned do hereby further acknowledge that.the County of Butte has determine in the Butte County Right to Farm Ordinance that inconveniences or discomfort arising from a properly conducted agricultural operation on agricultural land will not be considered a nuisance for purposes of the Butte County Code or County regulations, and that residents or users of nearby property should be prepared to accept such inconveniences or discomfort as a normal and necessary aspect of living in a county with a strong rural character and an active agricultural sector. This Declaration shall run with the subject property in perpetuity and shall be binding upon the undersigned and the undersigned's heirs, personal representatives, lessees, executors, successors, and assigns. This Declaration and the acknowledgements contained herein shall be disclosed to prospective transferees of any interest in the subject property, including, without limitation, a leasehold interest, and prior to any such transfer. IN WITNESS WHEREOF, the undersigned has/have executed this Declaration this S day of JG .20--L�, rx,<E5A 'r UIQ Signature Date Date Assessor's Parcel Number: 2(— 2 Z 0 I— O O-0 NOTE: ACKNOWLEDGMENTS MUST BE ATTACHED FOR ALL SIGNATORIES California All -Purpose Acknowledgement A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of Calif rnia County of A RZ On S 201 before me, Notary Public, Name & Title of Officer personally apeare J yr y �(,LrM Af)0_ who proved'to me on the basis of satisfactory evidence to be the person(X) whose name(V'(jq4e subscribed to the within instrument and acknowledged to me that executed thishe same i it authorized capacityk"), and that by Viclh:t�he signatureson the instrument the personX,or the entity"upon behalf of person( acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand & official seal Notary seal r , Signature of Notary Public DEBORAH J. KARNEGAS Commission # 2135481 Notary Public • California Sutter County MV Comm. Expires Dec 27, 2019 Recording requested by: WAGNER KIRKMAN BLAINE KLOMPARENS & YOUMANS When recorded mall to: Takeshi Kimura and Chlyoko H. Kimura clo Robin L. Klomparens, Esq. Wagner Kirkman Blaine Klomparens & Youmans 1792 Tribute Road, Suite 450 Sacramento, CA 95815 Recorded I Official Records I County Butteof � C J. KDil�BS ! County Clerk-Recorderl . I i 89:801 211-Jan-aB6 I REC FEE 7. N DD Page 1 of 1 qll Ill Ill I Ilff I IIS I If flli 111 I III use TRUST TRANSFER DEED GRANT DEED (Excluded from Reappraisal Under Proposition 13, i.e., Calif. Const. Art 13A§1 et. seq.) undersigned Grantor(s) declare(s) under penalty of perjury that the following is true and correct: imentary transfer tax Is $$THERE IS NO CONSIDERATION FOR THIS TRANSFER (see below). ) Computed on full value of property conveyed, or I j Computed on full value of Piens and encumbrances remaining at time of sale or transfer. el There is no Documentary transfer tax due. (state reason RW give Code § or Ordinance number) This conveyance Is from a revocable trust, not mrsuant to sale, and Is exempt per R.T.C. Section 11930. ] Unincorporated area; I I City of and is a Trust Transfer under §62 of the Revenue and Taxation Code and Grantors) has(have) checked the applicable exclusion: t] TRANSFER FROM A REVOCABLE TRUST; j Transfer to a short-term trust not exceeding 12 years with trustor holding the reversion; ] Transfer to a trust where the trustor or the trustor's spouse is the sole beneficiary, J Change of trustee holding fide; ] Transfer from trust to trustor or trustors spouse where prior transfer to trust was excluded from reappraisal and for a valuable consideration, receipt f which Is acknowledged. ANTOR(S): Takeshi Kimura and Chiyoko H. Kimura, as Co -Trustees of the Takeshi and Chlyoko H. Kimura Family Trust eby GRANT(S) to Takeshi Kimura and Chlyoko H. Kimura, husband and wife. as community property, following described real property in the County of Butte, State of California: The Southeast quarter of Section 24, Township 17 North, Range 2 East, subject to easements of drain ditch of Reclamation District, #2056 and County roads, exterior containing approximately 160 acres. APN: 021-220-013-000 Dated: December22, 2005 IlMrA9/ —rAKESHI KIMU CHIYOK'O H. KIMURA State of California County of Saemme w• On &x- a i . 2 W? before me, 0Q k Jaij6 t �05 ► iX g7 ; a notary public, personally appeal TAKESHI KIMURA and CFIIYOKO H. KIMURA, personally sonally lnown me ( h=oly -evidence) to be the persons whose names arc subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and dwby their ' the instrument the persons, or the entity upon behalf of which the persons acted, executed on DEBBIE J. KAR G"— WrMlZS my hand and official seal. Commbrlort # 1463696 Notary Public - Caftmb 1.�().�J.C.,�� I (1 � I'�(191Q'� ""►►��ta.czr.�oor MAIL TAX STATEMENTS TO: Takeshi Kimura and Chlyoko H. Kimura, P.O. Box 127, Live Oak, CA 95953 (12022.00000 / 00260312.DOC.1) LI/ 1, jIy COUNTY OF BUTTE —DENT OF PUBLIC WORKS • 7 County Center Drive — `Ile, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives Of the county Ot Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date, Building permit expires Date y BUILDING Owner r SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Mailing Address `' Fireplace Total Valuation Telephone No. Permit Fee Building Address ' Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 F A. P. No. i Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fees W!C" `•Sanitation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map 60' R/W I Improvements Each additional outlet .30 Building sewer 5.00 Bldg, Pl'an`s Recd Parcel A roval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ OthersEl. Main service EA. ADD'L too AMP 2.50 ". Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST % ACCLBLOGS.L NG CCUP. 4\ 2¢sgft / CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTRES'D. -OUTLET NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS 6 NON-RESID. `SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES 5 L 250 ,2 FIXED APP LNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 0I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee & $ TOTAL PERMIT FEE $ authorize representatives Of the county Ot Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date, Building permit expires Date y COUNTY OF BUTTE— TMENT OF PUBLIC WORKS 7 County Center Drivt oviIle, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Ag nt Receipt No. �3 ;5 -�?, /It White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS o ��:'-1p MLI Building peWhit expires Date BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address 105:5-7&-uxj( Lire D,a�,�., Telephone No. Contractor N G Mailing Address 0 ��S Fireplace Total Valuation _ Telephone No. 1c OAvk—, AZO Permit Fee Building Address 046 7 5 Plan Checking Fee &/or Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 -3-OO Each Trap 1.50 L Repair drainage or vent piping 1.50 A. P.No. — Z Z Z Zoni g & fanning Water piping 1.50 Each gas water heater or vent 1.50 FWs W -aaRital+en FireDept. FireZone Use Permit Gas piping system 1 -5 outlets L Z160 zoo EOA Parking Plans I Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 13"T ons ec Parcel A royal Plans Approval Lawn sprl er system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ermit Fee $ OU $ dC 5 Ll,�G ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 800V OR LESS Main service 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 _ / 1G•� Main service OVER e O 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONSDWELING OR ADDNST t ACCLBLDGS.CCUP. sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of Californ' Business &Professions Code under the name style of: „ NEW CONSTR. MULTI-UUTL T NON.RESID. BRANCH CIRCUITS 2.50ea)i . NEW CONSTR. (POWER APPARATUS6 NON-RESID. SINGLE OUTLET CIR. Ex. Occuq(OUTLETS OR FIXTIiREs g L 109 Ex. Occup. (OFUT LETS P(RESID IR2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. /% Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of he State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ve placed on file with the County of Butte a certificate of kmen's Compensation Insurance. ertify that in the performance of the work for which this Voit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 �, 00 Heating /dp J lj Cooling Ventilation Hood 2.00 Permit Fee =21 $ �l 4!I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ Gi authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Ag nt Receipt No. �3 ;5 -�?, /It White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS o ��:'-1p MLI Building peWhit expires Date ram ,v, 75=18 21- 2 3 1-22 v - 75- 00 v, r i2 0 G' w 23 '' r ZT ' , P., 4.' I J 14 71:y 26 Li 19 6 7i 5 2C< ='4YCEt o/ 'A'tF f741r. 91/4 /S �014./9.0-04J.0 it LLJ > i. ASSESSOR'S MAP NO -21-22 r n I IA1 TV ri r' 11,,--- .� �I y a�Tr� Inter -Depart emor®ndum i1 To: Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DATE: 6/12/78 We have recently received an application to construct a new Fruit Dehydrator (use) by, Tom Kimura contr: George Clark & Sons, Marysville (owner and/or contractor) at W/S Township Rd., first drive N.of Butte -Sutter Line, Gridley (location) A.P. No. 21-22-23 Permit Appin. No. 3238-78 and he has been advised to contact your section regarding requirements. Would you please advise,, by signing this memo, when you have cleared the improve- ments and storm drainage facilities for this project so we may issue the required permit. .F. Glander JFG:dd Chief Building Inspector COUP,.01: g LAIV DEVELOPIHEN� AM JUN 91y�t _ Improvements and drainage plans approved for construction.ryclo 1ll112 1 PM Improvements and drainage not required for construction. Other (specify) (signature) (date). Varco-Pruden Buildings A United Dominion Company Built On Superior Service February 11, 1993 Modern Building Company 3083 Southgate Lane Chico, California 95927 Subject: Varco-Pruden. Job #WD9340250 Kimura Nusery Live Oak, Califomia Building 47'x 151''-5" x 15' Gentlemen: Varco-Pruden Buildings PO Box 1824 Turlock, CA 95381 Tel 209 667-4951 AU0PAOVEp 9�l9�93 This is to certify that the subject structure has been designed by Varco-Pruden Buildings as required by the order documents and according to the structural provisions of the 1991 Edition of the Uniform Building Code, and in general accordance to the specifications of the Ninth Edition of the AISC, and the 1986 Edition of AISI to sustain no less than the purchase order defined loads specifically as follows: Live Load 20 PSF with tributary area reduction Wind Load 80 MPH, Exp.. C,.1=1.0 Dead Load Weight of. Material Supplied by VP Collateral Dead Load 0 PSF Seismic Zone 3 UBC Occupancy Category IV This certification is valid only for the above stated loads when properly erected on a square level foundation. The certification does not apply to and will be voided by any field modifications other than those shown on the Varco-Pruden erection drawings or approved in writing by Varco-Pruden. . Varco-Pruden has been issued a Certificate of Approval Number 636 by the Board of Building and Safety Commissioners of the City of Los Angeles as an approved Fabricator of Structural Steel. Varco-Pruden has been issued License No. 256149, Classifications B-1, SC -43, and SC -51 for General Building, Sheet Metal, and Structural Steel by the State of California Contractors License Board. Varco-Pruden is an approved steel fabricator by the International Conference of Building Officials Report No. FA -240. Varco-Pruden is also an AISC certified manufacturer with an "MB" class certification. 111 Varco•Pruden Buildings 530 S. Tegner Page 2 P.O. Box 1824 Turlock, CA 95381 This letter of certification does not apply to the design of the foundation, anchor bolts, (other than diameter and location), or any other components not supplied by Varco-Pruden. Further, it is understood that the undersigned Varco-Pruden professional engineer is not the Engineer of Record of the overall project and is not responsible for inspections necessary to insure the adequacy of the erection of the steel. It is understood that erection of Varco-Pruden furnished items shall be in strict compliance with pertinent documents furnished by Varco-Pruden. Design calculations are attached and are part of this certification. Sincerely, a cPl%•`` No. C0427ci Peter J. Phillips, P. E. Exp. Lead Design Engineer. CIM r9% OF CALF PJp/ss F, t Varco-Pruden Buildings 530 S. Tegner P.O. Box 1824 Turlock, CA 95381 STRUCTURAL CALCULATIONS FOR J BUILDER MODERN BUILDING COMPANY CUSTOMER KIMURA NURSERY LtF i 1 LOCATION LIVE OAK CALIFORNIA >�: JOB NO. WD9340250nY .7 = .', u ` it P�l � f t TABLE OF CONTENTS LETTER OF CERTIFICATION DESIGN LOADS & FRAME FOUNDATION LOADS SECTION A BRACING SYSTEM DESIGN SECTION B SHEETING DESIGN DATA SECTION C MISCELLANEOUS STRUCTURAL DESIGN & DATA SECTION D SECONDARY FRAMING DESIGN & DATA SECTION E PRIMARY FRAMING SYSTEM DESIGN & DATA SECTION F MBMA METAL BUILDING MANUFACTURERS ASSOCIATION 3 No. OZ o Poe A] of DESIGN DATA :._ Dote ' a;; O (structural) .._. ---..- _ Prepared by Reviewed by BUILDING DIMENSIONS X / X �� EH. _ (� : 12 ) ' DESIGN LOADS • :....... Governing Building Code Roof Loads: Live %p psf, Reduced per UBC Table 23C Yes % No Snow psf, Additional "USE_R" Dead_ psf Floor Loads: Live ,c/ psf, Dead Load A x- / psf Wind Loads:✓_�� �XPD�I/.�� �G / Seismic Zone: Crane Load: , if-.YES,.see Design Data Page A2. Snow Drift:_ __. _,._if ..YES, see Design Data Page Other Loads: NOTES OTHER NOTES .-'Anchor bolt sizes are determined by -allowable shear and tension of threaded bars per AISC (Fy = 36ksi). Method of transferring forces from anchor bolt to concrete footings to be determined by others. *1981 MBMA may be used in lieu of UBC per ICBO Report #4018. -MBMA Manual will be sent on request. Revision No. Date By Revised Paces MATERIALS Yield Strength ASTM (ksi) Hot Rolled Shapes (Angle, Wide Flange) 36 A36 St_Tucturai Steel Plate 50 A36 Modified Bracing Rod 50 SSE A572 Cold Formed Light Gage (C,Z, Double C) 55 A570 Gr 55 Roof & Wall Sheeting 50 A446 Gr D Bolts A325N, A307 (A325X as noted) NOTES OTHER NOTES .-'Anchor bolt sizes are determined by -allowable shear and tension of threaded bars per AISC (Fy = 36ksi). Method of transferring forces from anchor bolt to concrete footings to be determined by others. *1981 MBMA may be used in lieu of UBC per ICBO Report #4018. -MBMA Manual will be sent on request. Revision No. Date By Revised Paces VAR:3-PRUJEti 91U2C WINS COEFFICIENTS JB: 40250 A A'UVITED DOMINION COMPANY PAGE: teJ - DATE: 2- 4-93 SP4Y = 471-0 RID-oE F104 BACK CLOG LN= 23'-6 SACK SIJEWALL HEIGHT = 15'-0 ELEVATION OF FRONT COL - 0'-0 FRONT SIOEWALL H_IZ;HT ,= 15'-11 1/2 BACK ROOF PITCH = 0.5000 : 12 BUILDING LEN;Th = 1511-5 FRONT ROOF PITCH =-0.5000 : 12 ENCLOSURE FACTOR = OPEN EXPOSURE FACTOR = C 3 BLD5 USE CATEGORY = 1 OCEAN DISTANCE = GREATER THAN 100 MI wI,1i7 LOAD = 19.66 PSF ( E9 MPH) - EXPOSURE C i. MAIN FAAk_ COEFFICIENTS L340CASE Cl C2 C3 C4 INTERIOR ZONE WINO LEFT 1 0.90 1.20 1.20 0.50 :?1 WING RIGHT 1 0.50 1.20 1.20 0.80 END ZONE WIND LEFT 1 0.90 1.20 1.20 0.50 -'-"- WIt:D RISHT " 1 0.50 1.20 1.20 0.60 MALL COEFFICIENTS LOCATION SUCTION PRESSURE _....._..._-._.. _ .. INT ZONE 1.50 1.20 EOE= ZONE 1.60 1.20 ROOF COEFFICIENTS CORNER = 1.70 EDGE = 1.70 ` t` INTERIOR = 1.70 -BRACING CCEFFICIEN'TS L04DCASE' PRESSURE-' SUCTIOti- 1 0.60 0.50 ENOP75T COEFF - LEFT ENDWALL ENOPOST COEFF - RIGHT ENOWALL POST SUCTICN PRESSURE POST It SUCTION PRESSURE 1(LCP) 1.60 1.20 1(LCP) 1.60 1.20 1.60 1.2D Z(RCP) 1.60 1.20 - ----- -----�--_ _.. �;. 3 1.60 1.20 3 1.60 1.20 . VAR:J-PRUCEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 40250 A A UVITEC DOMINION COMFANY PAGE: FRA9E NO. 1 DATE: 2- 4-93 SPAN = 471-0 RIDGE FROM BACK BLDG LN= 231-6 bAC:K SIOEWALL HEIGHT = 151-0 ELEVATION OF FRONT COL = FRONT SIOEWALL HEIGHT = 161-11 1/2 BACK ROOF PITCH = 0.5000 : 12 BUIL;ING LV45T4 = 1511-5 f FRONT ROOF PITCA _ -G.5000 : 12 THIS FRAME RcQUIREJ ON FRAM_ LINES BAY SPACING = 14.11 FT. L043INS: AOO/L DEAC =0.00 PSF ( TOTAL DEAD L04a = AOO/L DEAD + 2 PSF (PURLINS C SHEETINS) + FRAME WEIGHT = 3.4^_ PSF) LIVE = 2:.00 PSF HIND = 19.65 PSF THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: LJAD CODES <--------------------------------------------- DESCRIPTION ----------------------- 1,35,13, Or C DEAD LOAD .+ L'IVE LOAD W/TRIG RED* SPECIAL LOADS + + 1.70r41,131 O DEAD LOAD + 91UBC WIND BACK(I) + EP SUCTION + SPECIAL LOADS + 1,7',41.13r 0 DEAD LOAD + 91USC WIND FRNT(I) + EP SUCTION + SPECIAL LOADS + 1 2 SPECIAL LOADS APPLIED TO THE ABOVE FRAME FOLLOW FRAME SID= TYPE SUPP DIST HORZ.*DIST VERT. 31ST HORZ LOAD VERT LOAD NO. CODE CCDE CCDE MEAS (FEET) (FEET) (KIPS) (KIPS) 1 1 3 2 1 1 -11.0000 0.0000 -0.203 -0.203 3 1 3 2 1 1 -11.0000 0.0000 0.209 0.209• MOMENT THIS SPECIAL LOAD W/CASE (K -IN) COND 1 COND 2 GOND 3 CONO'4 0.0 1 0 0 0 r 0.0 z 3 0 0 SUM44RY OF FOUNDATION LOADS: 1. FORCE=KIPS MOMENT=INCH-KIPS - - SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT - IN OJT UPLIFT DOWN (+'COUNTERCLOC KWISE) BACK SW CCL 1,35,13, Or 0 - 2.40 - 4.87 0.00 _. y 1,70,41,13, 0 6.27 - 7.22 - 0.00 - _.. 1,72,41,13,-D '---- _......0.65 -- .._-.... ---..5:22---_ --�.�0 - -- -- - ,:. FRDVT SW COL 1.35�13r Or 0 2.40 7.58 0.00 _ _.. 1,70,41,13, -0 -- 1.24 -- _ -8.48-'---- _' 0:00---- --- - -. `" 1.72.41.13, 0 7.14 - 10.48 - 0.00 MAKIMJM FOUNDATION LOADS: _. 1. 'IAX FJL':^ATICN LOADS CAN C,,E FROM ANY LOAD CASE 2. 4AX FOINDATION'L^.A7S'ARE NCI FACT?REJ FCR ANY LOAD CASE' " j SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL MON:Mi - , ::r:...:• :..,.... IN OUT UPLIFT DOWN (+ COUNTERCLOCKWISE) - BACK SW COL - -'6.27 2.40 7.22 4.87 0.00-' J FRDVT SW COL 7.14 2.40 10.48 7.58 0.00 Jia: 40250 A PAGE: .o/l DATE: 2- 4-93 VAR:0-PRUDEN DESIGN LOADS AND FRAME FOUNDATION L04OS A U'JITEC DOMINION COMPANY FRA!_ NO. 1 BAY SPACING = 14.11 FT. SUM442Y OF 24S_ PLATES: SIDE <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------> MARK NO. WIDTH TK LENGTH NUMBER SIZE 3ACK 80-AO830E 8.00 X 3/3 X 8.00 (2) 3/4 DIA. 436 FRONT BP -A06308 3.00 X 3/8 X 8.00 (2) 3/4 DIA. 435 3 �l S) 1 Jia: 40250 A PAGE: .o/l DATE: 2- 4-93 r VAR:O-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 43250, A UNITEC DOMINION COMPANY 0ASE: X& f�G FRAY= NC. 2 0ATE: 2- 4-93 SPAY = 47--0 RIDGE FROM 34CK BLDG LN= 23'-6 9ACK SIDEHALL HEIGHT = 15'-0 ELEVATION OF FRONT COL = FRONT SIDEHALL HEIGHT = 16--11 1/2 BACK ROOF PITCH = 0.5000 : 12 3UILDING LEN:;TH = 151'-5 FRONT ROOF PITCH = -0.5000 : 12 THIS FRAME REQUIRE: ON FRAME LINES 2, 3. 4, i - BAY SPACING = 27.53 FT. LOADING: ADD'L OEA^. = 0.00 PSF ( TOTAL DEAD LOAD = ADJ'L DEA: + 2 PSF (PURLINS C SHEETINS) + FRAME WEI31T = 2.92 PSF) LIVE = 20.33 PSF WIND = 19.6e PSF A THE ABOVE LOADS COM3INED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: � LOAD CCOES <--------------------------------------------- D_SCRIPTION ----------- ---------------------------------->FA ST 1,35,13, 0, 0 DEAD LOAD + L'IV= LOAD W/TRIB RED+ SPECIAL LOADS + + 1 1,70,41,13, 0 DEAD LOAD + 91UBC WIND BACK(I) + EP SUCTION - + SPECIAL LOADS + 1 1,72,41,13, 0 DEAD LOAD + 91UBC WIND FRNT(I) + EP SUCTION + SPECIAL LOADS + 1 i 2 SPECIAL LOADS APPLIED TO THE A9OVE FRAME FOLLOW FRAME SIDE TYPE SUPP DIST HORZ. DIST VERT. DIST HORZ LOAD VERT LOAD MOMENT THIS SPE=IAL LOAD W/CASE N0. CODE CCOE CODE MEAS (FEET) (FEET) (KIPS) (KIPS) (K -IN) C3ND 1 CONO 2 COND 3 COND 4 2 2 3 2 1 1 -11.0000 0.0000 -6.405 -0.405 0.3 1 3 0 0 4 2 3 2 1 1. -11.0300 0.0000 0.560 0.560 0.0 2 3 0 0 SUMMARY OF FOUNDATION LOADS: .1. FORCE=KIPS MOHENT=IN:H-KIPS 1 SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT --" IN OUT UPLIFT 'DOWN- ----•(+ COUNTER:LOCKWISE) -'"'--- >:)y; BACK SN COL 1,35,13, 0, 0 - 5.11 - 9.21 0.00 - 1,70,41,13, 0 12.80 - 14.15 - 0.00 -- ---- 1,72,41,13,.x-.----- - 1.960.00------ �'_-' FRONT SW COL 1,35,13, 0, 0 - 5.11 - 14.60 0.00 ---- ,:- - - - -1,70,41-9131---0------- -. - 2.97 - - -` -"--•18:80 = 0:00------- � ---- -' 1,72,41,13, 0 14.66 - 22.70 - 0.00 M.AXIMUY. FOUNDATION LOADS: 1. MAX FOU:47ATION LOADS CAN BE FROM ANY LCA: CASE 2. MAX FOUNDATION LOADS ARE NOT FACTJREO.FOR ANY LOAD CASE' SICE HORIZONTAL. HORIZONTAL VERTICAL VERTICAL MJMENT IN OUT UPLIFT 00WN (+ COUNTERCLOCKWISE) BKSW CCL. _-. .... 12.80 5.11 14.15. _._. 9.21 ... ..._.. -... AC 0.007 -7 --.- t FRONT SW COL 14.66 5.11 22.70 14.60 0.00 i VAR:3-PRUDEN DE;IGN LOADS AND FRAME FOUNDATION LOADS <------ AN:43R BOLT DATA NUMBER SIZE (2) 1 DIA. A36 (2) 1 DTA. A36 J33: 40250 A PAGE: ,ror /�(v DATE: 2— 4-93 ::x:. :;:::::.;:::.:.;::. •>:..>.::.::::;..::.:. A UVITEC OOMINIOK COMPANY FRA4F NG. 2 BAY S°ACIN5 = 27.55 FT. •i SUMMARY O; BSS_ DLAT:S: SIDE <------ BASE PLATE DATA -------> MARK NO. WIDTH TK LENGTH ) SACK 3P-CO9305 9.00 X 3/8 X 6.00 F4011T 3P -C09403 9.03 X 4/6 X 3.00 j 1 1 a a <------ AN:43R BOLT DATA NUMBER SIZE (2) 1 DIA. A36 (2) 1 DTA. A36 J33: 40250 A PAGE: ,ror /�(v DATE: 2— 4-93 ::x:. :;:::::.;:::.:.;::. •>:..>.::.::::;..::.:. ;) 2 SPECIAL LOADS APPLIED TO THE ABOVE FRAME FOLLOW FRAME SIDE TYPE SUPP DIST HORZ. DIST VERT. GIST HORZ LOAD VERT LOAD NO. CODE CGDE CODE MEAS (FEET) (FEET) (KIPS) (KIPS) 1 1 3 2 1 1 11.0000 0.0000 -0.420 -0.420 2 I 3 2 1 1 -11.0000 0.0000 0.580 0.580 MOMENT THIS SPECIAL LOAD 4/CASE' (Z -IN) COND 1 COND 2 CONS 3 COND-4 0.0 1 9 0 0 0.0 2 3 0 0 :. VAR:5-PRUDEI D=SIG\ LOADS AND FRAME FOUNDATION LOADS J33: 40259 FLS -6+ A UNITEC COMINIO14 COMPANY PAGE; FRAVE N.. 1 .'#'V DATE: 2- 4-93 SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL SPAT = 471-0 RIDGE 'FROM BACK BLDG LN= 23'-5 J MOMENT 3 FSA:'< SIDEWALL HCIGHT = 150-0 ELEVATION OF FRONT COL = DOWN FRONT SIDEWALL HEIGHT = 15'-11 1/2 BACK ROOF PITCH = 0.5000 : 12 9.21 BUILDING LEN;TH = 151'-5 _ FRONT ROOF PITCH = -0.5000 : 12 14.06 - 0.00 - i THIS FRAME REQUIRED ON FRAME LINES / 5, 6, )" j BAY SPACING = 27.72 FT. FRONT SW COL 1.35.13, 0 0 - t 3.90 - 15.10 V/ LOA7ING: ADO'L DEAD = G.00 PSF ( TOTAL DEAD LOAD`, = AOD'L DEAD + 2 PSF (PURLINS is SHEETING) + FRAME WEIGHT 3.11 PSF) ;) LIVE = 2G.00 PSF :.. 1,72,41913, 0 13.07 WINO = 19.56 PSF - 0.00 _ __...MAXIMUM FOUNDATION LOADS:... _....__. •.. :.. -- ------ - -- TIE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: - ST2ES3--"- LOAD CASE LOAD CODES <--------------------------------------------- DESCRIPTION -------------- ------------------------------- >FACTORS :• 1,35913, up 0 DEAD LOAD + LIVE LOAD W/TRIB RED+ SPECIAL LOADS + + -1.09 M3MENT 1,73,41,13. G DEAD LOAD + 91USC WIND BACK(I) + EP SUCTION "' " " +'SPECIAL LOADS + IN OUT UPLIFT 001:N 1,T2,41,13, 0 DEAD LOAD + 91USC WINO FRNT(I) + EP SUCTION + SPECIAL LOADS + 1.33 ;) 2 SPECIAL LOADS APPLIED TO THE ABOVE FRAME FOLLOW FRAME SIDE TYPE SUPP DIST HORZ. DIST VERT. GIST HORZ LOAD VERT LOAD NO. CODE CGDE CODE MEAS (FEET) (FEET) (KIPS) (KIPS) 1 1 3 2 1 1 11.0000 0.0000 -0.420 -0.420 2 I 3 2 1 1 -11.0000 0.0000 0.580 0.580 MOMENT THIS SPECIAL LOAD 4/CASE' (Z -IN) COND 1 COND 2 CONS 3 COND-4 0.0 1 9 0 0 0.0 2 3 0 0 :. SUMMARY OF FOUNDATION LOADS: - -; 1. FORCE=KIPS MOMENT=INCH-KIPS � SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL J MOMENT - --- IN OUT UPLIFT DOWN .� SAC< SV! COL 1,35,13, 0, 0 - 3.90 - 9.21 0.00 1,70,41,13, 0 10-92- 14.06 - 0.00 - ___-1,72,41r13� '0'-�---•--•- 0.32.-...._...--__ �_... _ - ---10:10 )" FRONT SW COL 1.35.13, 0 0 - t 3.90 - 15.10 V/ 0.00 � . _. 1,70,41j13, 0'-------"1.04____.,. __...- ._.. 19.00 -- :.. 1,72,41913, 0 13.07 - 22.96 - 0.00 _ __...MAXIMUM FOUNDATION LOADS:... _....__. •.. :.. -- ------ - -- .)- 1. MAX FOUt1DATI04 LOADS CAN ?E FROM ANY 'LOAD CASE 2. MAX FOU+vJaTIGN L_aJ5 ARS ROT FACTORED FOR ANY LOAD CASE :• SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL M3MENT IN OUT UPLIFT 001:N (* COUNTERCLOCKWISE) - BACK SW COL 10.92 3.90 14.06 9.21-...------'0.00':""" _ .._-... ___.-�.._--_-.•-_--•-- r ' I FRONT SW COL 13.07 3.90 22.96 15.10 0.00 .:I,r�Ii'jul�'It,..,l I j I N tD TD < • I I - 2 K DC70 s D N �+ a '- c.0 -•1 I o � _ cl = n v N I in T N •-1 � • D w a t o •C` 1� I )� Ing 1 1 to 70 1 7c I �C �• UCD r u 2 N a 1 z 1 W w U I \ p.. r.. D In oo vmn 00 x -1 c, I x m Z ' W w .43. D \ \ W 7G D p N 1 x x a• r ; D i � oo xv D I I I m ` T O I I c I 1 Y I i I �S •,\ , v v C 1 1 ►Ki Z \1 In I e o U N r r La I Nr IM -1r `` \t\ Hw D N. m o s • \l� � I I a a y r ' i R� 1 • I 1 I ' 1 i • 1 V 1 1 I I I G v ' -1 0 u mma• I j r N ''u I i I i I I ; i T r 1 P L. . —� C. COM >"C :l r (/ AVE Yid SdIA,t�Z = NOI1:V3a 3AV3 9NI.Va6 llVM30I5 1NCai Y3134CIC,' A1C t T ''--- _ ._.... ..._.__... ....----.. v0a COY AVE Yid SdI*A fi=% = NOIIOV3a ?AV3 ONTOV68 V1130IS a_V9 I£'C 8L'Z ZC'I h9•T (3AV3 ad)99•Z .8/E 1 0'1 hT'T 55.0 WZ h8•T hti'Z 6L 14; C 13NVd 3AV3 .6/£ C'T SZ -1 52'0 LS -Z £8'0 e£'I (3AV3 Y.E)ST-a: I - O3.Va = S0V01 (SdIH)SCVOI - atl�HS. ._.. AVG - 9Nf1 AVG G_CVYB SCVOI _._...... _ - l CCa Coll l?NVd S3JYOd 10a1S 537a0d 1(1a1S CaVMo3l CYVM04I!1 C3I ddC 1V1C1 =SA B ld TZ -LZ-= dS AV8 NOSO SAYS 03I.VYB Z 11VM301S 1NCad8 ` ld TZ•LZ _ dS AVG NSSC SAVE 030VYE Z 11tlM30I5 a0V911 TZ LZ - dS AV8 SO SAVE 33.YH N9 ^VY"o z IIVMCY3 INVI'd = S3^.VdS 1SCd :i3a GE'T = j-A?07 '.1101 C5'O = 34302 CLtt?sl 06.0 = ed30:) CtVPCNIM :£(1T6 = 3OC3 !;ClA s. _ ISN CO•S9 = 0131A Got EE'T = aC1:V3 SS311S -JSd ,9.6T = rNIN - CVCI ZT : OCCS-C-= H%Id =CCV 1NMI 5 -.IST = H1LN31 '_".IClttlra ZT : OOOS'0 = HOlId dOCa NIV8 Z/T'II-.9T = 1H9I24 IlVM.3GIS 1NC143 0-.0 = 103 1NCad AC NQIIVA313 0-.57 = 1HO13H IIVM301S NIV9 L 9 -.EZ =NI 0018 Nzvs head =OQIa C-.Lh = iCVdS E6-4) -Z :31VO F'• I,9 :=^Va ANrdwO: NOINIWDC 031IN0 C V CSZCh :BCf NSIS30 OCa :^.VYB NBorbd-G:bVA AT 23.58 DEGREES •K" BRACE DESIGN (' FRONT SIDE BAY(S): 5 PAGE: O= DATE: 02/04/93 PROFIT CENTER: CALIFORNIA fi. **BRACE BEAM DESIGN** CRITICAL FORCES: UNBRACEO LENGTHS: SECTION PROPERTIES: atttt**ss*a*asatttttttttattstttatttesttt AXIAL - -13.22 K KLX z 326.50 'IN -' * USE: 5.0 X 3/16 X 1/8 * AREA = 2.97 SX = 9.04 SY = 1.5S >) VARCO-PRUDEN RX = 3.60 RY = 1.15 REQ = 1.48 A UNITED DOMINION COMPANY :) JOB: 40250 PORTAL H/T = 60.41 CC = 107.00 FEX = 24.17 DESCRIPTION: 3 EAVE HEIGHT = 16'-11 1/2 1 BOLTS: (BEARING TYPE CONNECTION) i BAY SPACE = 271-2 1/2 I **USE: (4) 1/2 DIA. A-325 EACH EVD I ROOF PITCH =-0.5000 : 12 i GIRT DEPTH = FV = 0.09 KSI AFY = 23.71 KSI KNEE DEPTH = 61-2 5/8 " EAVE FORCE - 7.34 KIPS' STRESS FACTOR = 1.3333 AT 23.58 DEGREES •K" BRACE DESIGN (' FRONT SIDE BAY(S): 5 PAGE: O= DATE: 02/04/93 PROFIT CENTER: CALIFORNIA fi. **BRACE BEAM DESIGN** CRITICAL FORCES: UNBRACEO LENGTHS: SECTION PROPERTIES: atttt**ss*a*asatttttttttattstttatttesttt AXIAL - -13.22 K KLX z 326.50 'IN -' * USE: 5.0 X 3/16 X 1/8 * AREA = 2.97 SX = 9.04 SY = 1.5S >) SHEAR = 0.10 K KLY = 163.25 IN * DEPTH = 8.5 INCHES • RX = 3.60 RY = 1.15 REQ = 1.48 MOMENT - 72.35 IN -K LB = 163.25 IN * FY -WEB -50.00 KSI FY-FLG=50.00 KSI * QS = 1.000 QA = 1.000 . ........ --- _ ._ - CB = 1.12 " i**s*sfisttattsstettt**tt**••*tstsfttt** H/T = 60.41 CC = 107.00 FEX = 24.17 ACTUAL STRESSES:' ALLOWABLE -STRESSES: CRITICAL STRESS RATIOS: 1 BOLTS: (BEARING TYPE CONNECTION) i FA = 4.46 KSI AFA = 9.83 KSI COMBINED '= 0.925 OK I **USE: (4) 1/2 DIA. A-325 EACH EVD I FB = 8.01 KSI AFB = 20.81 KSI SHEAR = 0.004 OK I i FV = 0.09 KSI AFY = 23.71 KSI i I ACTUAL STRESSES <= ALLOWABLE STRESSES I I FV = 16.84 KSI AFV = 28.00 KSI I **USE: 2.4 X 3/8 BEARING STIFFENERS AT ENDS AND ANGLE STRUT LOCATIONS 1 FT = 0.13 KSI AFT = 43.03 KSI I j' **FLANGE BENDING OK ON 3/16 FLANGE 1 FP = 35.26 KSI AFP = 124.00 KSI I . --axcxz===xxx=xxx=a=x=xz=ozazxxxxazc=xaz=axax=cca=xac==o=x==x=xx=x=xz==xaxxaxxxaxaxxxov=x=xxxx=axx=x=x=x=x=x====o=xx==o=z======x=zcxa= **ANGLE STRUT DESIGN** CRITICAL FORCES: UNBRACED LENGTHS: SECTION PROPERTIES: " ' �. it*ififfi*f tf*f ttitffiifiitf*itf tf it*i** - "' -10.42 K KLX = 178.68 IN * USE: ZL`3.0'X 3.-0 'X 3/16 * AREA = 2.18 -' SHEAR = 0.0 K KlY = 178.68 IN * * RX = 0.939 ':> ,• MOMENT = 0.0 IN -K * FY = 36.00 KSI * QS = 0.911 ---------------------'------'-•-iiitfiffffi*ttsifttt*iiifiti ift*ttii*tit""--- CC ... _ 132.12 ------- '----- _ .: `.:.: .'.:: ••,:.: :.. .:: ,.:. .: :: .. �.. . ACTUAL STRESSES: ALLOWABLE STRESSES: CRITICAL STRESS RATIOS: I BOLTS: (FRICTION TYPE CONNECTION) 1 - FA = 4.78 KSI AFA = S. SO KSI AXIAL = 0.869 OK I **USE: (2) 3/4 " DIA. A-325 EACH ENO 1 1 1 ACTUAL STRESSES <= ALLOWABLE STRESSES FV = 11.80 KSI AFV = 40.00 KSI " «OUSE: 4.0 X 1/4 'COLUMN wcd STIFFENER (SNE,SIO.) WELD: 3/16 O.S. 1 1 SECTION PROPERTIES: ' * REQUIRED COLUMN FLANGE SIZE = 33s38'X 37 5 * Y MOMENT ARM - 90-11 5/8 * WEB THICKNESS - 3/16 //" �g * Y -MOMENT = 439.03 IN -K AREA = 11.01 SX = 75.54 SY - 16.28 * DEPTH AT ANGLE STRUT CONNECTION ='-17.70 IN.' * ACTUAL FBY =• 26.97 KSI RX = 7.79 RY = 3.04 RT = 3.38 t FY -WEB = 50.00 KSI FY-FLG = 50.00 KSI * ALLOWABLE FBY = 31.88 KSI QS = 0.797 QA = 1.000 (FA = 0.6FY) *sst**tfisaat*a*fs*tsstt att*ttst*sfstssf*tfsfss H/T = 91.09 CC = 119.85 :q SEE PAGE: �¢ FOR COMBINED STRESS RATIO ON FRAME COLUMN J _ �D ZED No. Page of 26 Gage Panel Rib Lcad...Chart_ ._..___. Date J • .----_....._..M_^__ Prepared by Reviewed by • Load Chart for Panel Rib (psf ) Basis: 1. 26 gage i 2'. FY = 50 ks i , Fb = 30 ks i 3. E = 29,500 kq 4. •Sx = 0.0451 in (top of rib in compression) Sx = 0.0493 in3 (top of rib in tension) 5. Ix = 0.0419 in4 6. Maximum deflection = 1/180 Allowable Load (PSF) 3'0" 313" 316" 3'9" 410" 413" 416". 419" 510' Simple, Bending 100 85 74 64 56 50 45 40 36 Simple:,.Deflection 136 107 85 69 57 48 40 34 29 3 -Span, Bending 137 117 101 88 77 68 61 55 49 3 -Span, Deflection 256 201 161 131 108 90 76 64 55 4 -Span, Bending 128 109 94 82 72 64 57 51 46 4 -Span, Deflection 272 214 171 139 '115 96 81 68 59 Bending Deflection Simple w = 2FbSx(1000) w = 384 E (Ix)(12)(1000 . Y 3 Le L-)(180)(1728) 3 -Span w - FbJX(1000) w = 121c)(Ix (1000) 0.100 121 L -0.0069 L 180 1728 4 -Span w = FbSx(1000) w = 12(E)(Ix) 1000 0.1071 12 L (0.0065)(LO)(180)(1728 Panel Profile 1.333" I 4.662" 4.662" " •.333" .610" ... -2.73 I 1.777"j, --U4.. .5o0- 1.191" •� .144 c�- P.8 M cs • LIGHT GAGE SECTION PROPERTIES No.. Pageof ASTM 570 F S5 'k3i F 70' k3i Dote ® Y u Prepared by Reviewed by B•5' h • 8.5' ZEE R • 0.3125' b - 2.5' Fy 55 ksi It a 50:• Fy 70 ksl #2.90 6 BX h-8.5' Strength Deflection Column ReL Gage Design TIL(ht) A. h2 6 S. S 6 h4 A. h4 h3 In. h4 W h2 17 0.OSB 0.781 8.09 1.778 0287 6B5 1.05 0.441 16 is 0.065 0.899 9.30 2.088 0342 10.05 1.35 0.521 14 0.073 1.054 11.12 2.561 0.488 1130 1.69 0.677 13 0.082 1209 12.88 3.027 0.517 12.90 1.90 0.84 12, 0.092 1.357 14.4 3.396 0.701 14.4 2.15 0.983 12 0.105 1349 16.42 3.864 0.804 1642 2.48 1.170 11 0.120 1.770 18.70 4.400 OM41 1670 Z86 1.398 BX h-8.5' CEE R 0.3125' b - 2.5' Fy 55 ksi /t ago. • FO 70 ksi 02-90 6 B.5' DOUBLF h - 8.5' Strength Deflection Cglumn Rei Gage Design Tk.(In) A. h2 6 S. S 6 W A. h4 h3 h� h4 W h2 17 0.059 0.906 827 1.660 0=9 689 0.70 0.485 18 0.065 0.923 934 2.197 0.412 9.87 0.79 0369 15 0.073 1.073 1IA2 2.601 0.534 1124 0.95 0.715 14 0.082 1209 12.59 2.963 0.604 1239 1.05 .0.847 13 0.092 1 357 14.06 3.313 0.679 14.08 1.19 0.984 ' 12 0.105 1.549 16.00 3.765 0.776 16.00 1.36 1.172 11 0.120 1.770 1619 4280 0.832 18.19 1.55 1.400 B.5' DOUBLF h - 8.5' UE A 0.3125' b - 2.5' Fy • SS ksi 01 ' 90: Fy 70 ksi I2 a90 6 S. S Strength Deflection Column Rel. Gage Design Tk.(h) A. h= 6 S. S 6ly A. h4 hs h; h4 W 2017 .290.059 1.612 16.54 3.720 0.745 17.78 2.18 0.930 2018 290.065 1.846 19.08 4.394 0.934 19.74 2.50 1.138 2915 290.073 L146 22.24 5202 1.213 2248 3.05 1.430 2914 UP0.082 2.418 25.18 5.928 1380 25.18 3.44 1.694 2Q 13 2(010.042 2.714 20.18 6828 1339 2618 3.89 1.968 2912 290.105 3.098 3200 7330 1.794 32.00 4.48 2.344 2011 2Q0.120 3.540 3638 8.560 1070 38.38 5.17 2.800 i No 4�77n page CANOPY DESIGN __._...__._...: _..�__....._..._.. Date---/ �� ® Prepared by _.._..:- .. Reviewed by LOAD = PSF LENGTH = �FT LIVE LOAD = PSF TRIB WIDTH =z FT WIND LOAD = ? ,[p PSF - - - (1.2q uplift) S . MDL+LL �:�2 k in MDL+WL k in 'X FLG, WEB, cb = 1.0 use: D = TO fb= ?- � ksi Fb = f ksi USE (2) /2 BOLTING PLATES W/ (g) _ A325 BOLTS ryP 4 - - z � P �/,; � / - z- t t i No 4�77n page CANOPY DESIGN __._...__._...: _..�__....._..._.. Date---/ �� ® Prepared by _.._..:- .. Reviewed by LOAD = PSF LENGTH = �FT LIVE LOAD = PSF TRIB WIDTH =z FT WIND LOAD = ? ,[p PSF - - - (1.2q uplift) S . MDL+LL �:�2 k in MDL+WL k in 'X FLG, WEB, cb = 1.0 use: D = TO fb= ?- � ksi Fb = f ksi USE (2) /2 BOLTING PLATES W/ (g) _ A325 BOLTS ryP 4 - - z � P �/,; � / - z- t S` No. 2 VN:,g GADLE POST- DETAIL Page -2L- of Dote !- 3 G`r%/',-;moi �� �1�r/.r% =�/✓C Prepared by ./. Reviewed by GbsuE 1 W ST='r -M PLA94A 4 CoK�i'cC'�D� �5E _LZ 4A6E W/�Z) YZ //1 A} jjt J5oLt5 ,@ 94e# E.ID I/O FLP*VaE BRAC9 (-PUAU-L" CLOSEST -M gb4Dpos r STW.tT A7! -ZS eOLTS G tic}+ E+,tD AW C>,%l5t.E 51 ur GflNNr:r--nOk er-6-c ET FgAME 4P r�.tvpc�rt- . T ���% `�rrn&,l VARCD-PRUDEN PURLIN DESIGN J03: 40250 A ' A UNITED DOMINION COMPANY � '� PAGE: r 1 /i /✓Qf� � �T{�/ DATE: 2- 4-93 Vii( ROOF PURLINS z 3ACK PURLIN DEPTH. = 8.50'IN CONTINUOJS PJRLIN SYSTEM ;AGE YIELD STRESS = 55.00 KSI ALLOWABLE SENDING STRESS = 33.00 KSI PURLIN LJAO SPACING = 5.00 FT 1986 AISI SPEECIFICATIOp ELCG CODE = 91UBC WI NC` COIF = 1.70 LOACVNG: ADO'L DEAD = 0.00 PSF ( TOTAL DEAD LOA. = ADD'L DEAD + 2 PSF FOR PURLINS C SHEETING) s LIVE = 20.00 PSF 614C = 19.66 PSF - - 3 LOAD CASES WITH THE FOLLOWING LOAD CDDES: 11,35,13, 0, 0 11,70,41,13, 0 1 1,72,41,13, 0 1 BAY 1 = 27.38' BAY 2 = 27.29' BAY 3 = 13.61' BAY 4 = 27.20' C:0^ 30.0" i 42.0^ 1d.0" I 30.0^ 24.9" I 18.C" 24.0" 1 LAPS (IN) (16) I (17) 1 �i ( ( GAGE '3 2.55 2.56 4.65 2.09 3.87 1.78 3.56 1.78 3.55 SX ?_ MPMENT -0.2 -0.2 -74.1 -74.1 -126.7 -61.2 -61.2 -23.2 -44.2 -29.1 -44.0 -44.0 -62.0 -37.9 -51.8 -51.8 -86.9 1 3.2 0.2 105.9 105.9 181.0 87.4 87.4 33.1 63.1 41.6 62.9 62.9 88.5 54.1 74.0 74.0 124.1 2 j 3.2 0.2 105.9 105.9 181.0 87.4 87.4 33.1 63.1 41.6 62.9 62.9 88.5 54.1 74.0 74.0 124.1 3 - 0.94 AT 24.84 FT 0.95 AT 3.50 FT 0.20 AT 11.61 FT 0.94 AT 25.20 FT MAX 'STRESS } 2.33 1:20 -0.45 1.94 D ) : 1 J VARC5- PRUDE N PURLIN DESIGN JD3: 40250 A ;.1 A UlITEU DOMINION COMPANYPAGE: C2 -@*Ct ROOF PURLINS DATE: 2- 4-93 54Y 5 = 27.21' 3AY 6 = 27.23' i-----I---------------I-----I-----I---------------I-----I 1 24.0" c2.0" I 24.0" 0.0" I LAOS (IN) (17) I ( ) I GASE 3.56 1.78 4.34 2.55 2.56 SX MJMENT -35.9 -55.4 -55.4 -53.0 -110.8 -59.4 72.9 -0.6 -0.6 1 124.1 '79.1 79.1 75.7 158.3 99.2 -104.3 0.9 0.9. 2 124.1 79.1 79.1 75.7 158.3 99.2 -104.0 0.9 0.9 3 tj 1.01 AT 2.00 FT 0.92 AT 16.50 FT MAX STRESS 0.30 2.61 0 t r 1 • VARCJ-PRUOEN PURLIM DESIGN JOB: 40750 A :?a A UVITED DOMINION CCMPANY � �- PAGE: V'3 DATE2- 4-93 3ACK EAVE PURLINS BACK PUALIN DEPTH = 9.50 IN SIHPLc PJRLI?: SYSTE!: SAGE YIELC STRESS = 55.00 KSI y 4LLOhABL'c 2ENDING STRESS = 33.03 KSI PURLIN LOdO SPACINS = 2.15 FT 1996 AISI SPECIFICATION - BLDG COOS = 91UBC WIND COEF = 1.70 LOADING: A7C'L DEAD = 0.00 PSF ( TOTAL D.AO LOAD = ADO'L DEAD'+ 2 PSF FOR PURLINS C SHEETING) LIV- = 20.00 PSF WIND = 19:66 PSF 3 LOAD CASES WITH THE FOLLOWING LOAD CODES: _ 11135V139 0p'0 11170141t13l 0 11172p41,13? 0 I BAY 1 = 27.38'' BAY 2 = 27.29' BAY 3 = 13.61' BAY 4 = 27.20' --------------- ______-___-I______-_-_--___ -----------I--_-_-__--__--_- ---------I___-_-__w____------------ GAGE 1 1.73 I 1.73 I 1.78 I. 1.78 ( SX 1 MOMEVT 53.1 52.8 13.1 52.4 1 t -75.8 -75.4 -18.8 -74.9 2 -75.8 -75.4 -19.9 -74.9 3 _ 0.97 AT 13.53 FT 0.96 AT 13.50 FT 0.24 AT 7.00 FT 0.96 AT 13.50 FT NAX STRESS*'" J 3.17 3.15 0.19 3.10 0 J. . ,J C A L c 1 1 m v ' 1 1 C'1 A IC i O U C um • 1 a T 1 1 H O � J J VI 1 II •- a i r. •- to 1 0 .o •o w v 1 1 r Z � I j 1 I 1 I � i i � 1 I 1 i 1 1 i 0 1 1 ' 1 cv � I • w r r� J� I N • • D 1 N r O �O .O r I V 0 0 1. T 1 IJ Iw y 1 . 1 j 1 w 1 n 1 N in r a < z z m 0 v in C N I A w 1 2 Z r i I I r 1 i I 1 i \ 1 `\ I I ( D Y u mm r i o 1 r vl i U 1 a 1 U >< Y w w N ►� In m a I H N N I i r 1 , i VARZJ-PRUDEN PURLIN DESIGN JOB: 40250 A >) A UNITED DOMINION COMPANY PAGE: L 5 DATE: 2- 4-93 FRONT CAVE PURLINS J1✓� GG `� FRONT PURLIN DEPTH = 9.50 IN SIMPLE PURLIN SYSTEM :;AS=- YIELD STRESS = 55.00 :CSI ALLOOABLE SENIDING STRESS = 33.00 KSI PURLIN LOAC SPACING = 2.31 FT - 1996 AISI SPECIFICATION SLOG CODE = 91USC 4INO COEF 1.70 LOADING: ADO'L DEAD 0.00 PSF ( TOTAL DEAD LGAO ADD'L DEAD + 2 PSF FOR PUILINS E SiEETING) j LIVE 20.00 PSF WIND 19.66 PSF '9 3 LOAD CASES WITH THE FOLLOWING LOAD CODES: 1 1,35,13, 0, 0 1 1,70,41,13,.0 11,72,41,13, 0 1 - •j BAY 1 27.38'BAY 2 27.29' BAY 3 13.611 BAY 4 27.20' ---------------- 1 I ILb/) 1 I I (17) I Y jZ(1%ft') 1 GASE i I 2.09 I 2.09 I 1.78 I 1.78 I Sx i MOMENT 57.1 56.8 14.1 55.4 1" -61.5 -81.1 -20.2 -83.5 2 VAR:J—PRUDEN PURLIN DESIGN J33: 40253 A A UNITED DOMINION COMPANY PAGE: !!Fs DATE: 2- 4-93 F:t3.*4T SAVE PURLINS SAY 5 = 27.211 BAY 6 = 27.231 -------------------------- I ---------------------------1---------------------------I --------------------------- `�-_�--��--' I !�� () I i�Z () j ' GAG GAGE 1.74 I 1.78 i sx NJMEVT 56.4 56.4 —50.6 —80.5 2 1.03 AT 13.50 FT 1.03 AT 13.50 FT MAX STRESS 3.;43.33 D . . . ....... j VAR:3-PRU00EN FRAME DESIGN INPUT CONDITIONS JOB: 40250 A A UNITED DOMINION COMPANY PAGE: Z:-1 JOB 40250 DATi: ' 2- 4-93 BUILDER MGDERN BJILDINo COMPANY PROFIT CENTER: CALIFORNIA CUSTOMER KIMURA NURSERY JOB SITE CITY LIVE OAK, CALIFORNIA 31JILDIUG DESCRIPTION: ITEM FEET C INCHES DEC. FT. DEC. IN. PETERS SPAN c 471- 0 0/14 47.0000 564.0000 14.326 BACK SIDEWALL HEIGHT = 15*- 0 0/16 15.0000 180.0000 4.572 FRONT SIDEWALL HEIGHT = 16' -ll 1 16.9583 203.5000 5.169 BUILCING LENnTH = 131'- 5 0/16 151.4167 1817.0000 46.152 RID;E FROM 34CK BLOC L:g= 23*- 6 0/16 23.5300 282.030C 7.163 ELEVATION OF FRONT COL.= 0*- 0 0/16 0.0000 0.0000 0.000 BACK ROGF PITCH = 0.5000 : 12 FRONT ROOF PITCH -0.5000 : 12 LOADING: AOOlL DEAD = 0.00 PSF TOTAL DEAD LOAD = ADOIL DEAD + 2 PSF- (PURLIVS -E* SHEETING) + FRAME WEIGHT = 3.40-PSF) LIVE = 20.00 PSF WIND = 19.66 PSF BLDG CODE = 91UBC THE ABOVE LOAJS'COMBINED WITH ANY.SPEZ'IAL DS LOA: APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: STRESS-* LOADCODES <---------------------r---------------------- DESCRIPTION --------------------------------------------- >FA:TORS 1,35,13, 0, 0 CEAn LOAD + LIVE LOAD W/TRIB RED+ SPECIAL LOADS + + 1.00 1,73-,41,13, 0 DEAD LOAD + 91U3C WING BACK(I) + EP SUCTION + SPEC14L L340S + 1.33 1,72,41,13, 0 DEAD LOAD + 91UBC WIND FRNT(I) + EP SUCTION + SPECIAL LOADS + 1.33 FAY SPACINGS FOLLOin*; (BACK SIOEnALL LEFT TO KIGHT) 1 SAYS AT 271 10 1/ 2" 3ETiiEEN FRAME L%. 1 AND FRAME LN. 2 1 SAYS AT 27, 3 1/ 2" BETWEEN FRAME LN. 2 AND FRAME LN. 3 1 SAYS AT 13* 7 3/ 8" BETWEEN FRAME LN. 3 AND FRAME LN. 4 1 BAYS AT 27' 2 3/ 8" BETWEEN FRAME LN. 4 AND FRAME LN. 5 1 BAYS AT 271 2 1/ 2" BETWEEN FRAME LN. 5 AND FRAME LN. 1 BAYS AT 2e' 2 3/ 4" BETWEEN FRAME LN. 6 AND FRAME LN. 7 BUILDING LENGTH IS 1511 5 0/16" PURLIN AND GIRT DATA FOLLOWS: BACK SIDEWALL GIRT DATA DIMENSION FROM BLDG, LN. TO OUTSIDE COLUMN FACE IS 00 8 1/ 21 M4XIMUM GIRT SPACING IS- 60'*-* 9"-'* 31--4" BACK SIDEWALL GIRT SPACINGS BASE TO EAVE 15, 0 0/16"1 FRONT SIDE:;ALL GIRT DATA DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS Of* 0 0/16" MAXIMUM GIRT SPACING IS 61 7 3/ 4" F:kONT SICE44LL GIRT SP;.CINGS ( BASE TO EAVE 16' 11 1/ 2"t 7 .4 BAC( SLOPE PURLIN DATA DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS' 01 3 7/16" DIMENSION FROM E4VE PURLIN TO FIRST INTERIOR PJRLIN IS 38 8 11/16" SECOND PURLIN SPACE IS 34 8 11/16' ----------- 3 PURLIN SPACES AT 51 0 0/16" RIDGE SPACE IS 01 9 7/16" FRO*JT SLOPE PURLIN DATA DIMENSION FROM BLDG. L.N. TO EAVE PURLIN IS 0* 3 3/ 4" DIMENSION FROM EAVE PURLIN TO FIRST INTERIOR PJRLIN IS 3' 11 7/ 0" SECOND PURLIN SPACE IS 51 0 0/16" 2 PURLIN SPACES AT 51 0 0/16" RIDGE SPACE IS 41 '2 9/16" j i. ! I i J. I 1 1 U u! 4rI N 1 N11 N OY O pO I 1 Q Q Z O O I 171 n O to H Jz '-j L) , C.,4.1 0 C -.1 i Stan awe Q ' Ili wwO .rO T Oi J 11 ZC) Q ut W 0 nc J p a u LL .9'a 4 N znsnC, H 1•t N Ili ;S H t+JT HO ' ' Ill Od QLLLLLL u O p7 K N N N a 4 LL LL LL IL O H 10.00 1_ 0000010 za a 00 4 -t0�D • UJI 0O r. 1 I oN.amoo, nY I ! N N ,-1 • Z r i Y I It n W 0 i air: ca I a.+mto. ! O OJZ Ov1OO Cl J y N N • 11 .. J • j F- YO O NN I o ul w 4.4 .. H I pn I N O w O n n J 410 I K d I Z O I M W - Q O - I dd I 2 p_in0 0 0 1- � � � � � � � � IA J N N N I i o zi O OH NO OU)h NHOO p W W O v 2 2 Z O O S U) O 00 \ a u I -N ►. 00 4 z 1- 00 1-00 Z 1- W C3 a v1 h 0 0 Q K W 2 to ul Z 0 1- 0 0 O 1 IU ! lu UIU n N H W • d ' Z > 1 n Z Z 1.9 N a `• • p p d C L Q O W d • W O O F- LL ' 2 Z m~ t U .•a N w m w H J d v w ►. t J ¢1 .1 0 1- K Y w 1- w o o n n N ► U I n O O Q m V I K V I Z > d 0 0 \ w O O 1- 111 1] M O U l'- ":l K •t -O 7 O 1-. 'I. Z K Z O VI O O —00 .•/ \ H ,•.1 N 2 Z Q r J O UI w lu > > p• - U. O w t J 7 m I- fl W J 1- 00 1 0 0 VI 7 '+ J Y ZJLL O 40 .4 U dT.O 111 Z 0 00 Y IO O J Q •• p• U. O Ill 4 K IL Ul U z 0 .-I �+ 0 0 S r) d 4..J LLI U/K S 4 J J OZ w -1 I- C! ULLI� lL ul p ✓1 'L H O 4 ul w K J J W• 2 2 7 l� .f •• lu IU O Ir 4 In t- .+ Z U In N J O N O• W .•1 .•1 w M m d. ..'.1 .� Nz iHN W 4 1rZ Q H K Q 1- It d LLNLLI••1 ,-a 00 U. .+0.. ' J Z H d .• LL O .. d W W d v l 1 6 0 0 x .-, .r, ._j d 1- W 0 d VI F N d & u W to 1- • U. O In 00 4 oC = N LLO KK K W W Z t1 W 1-L 2 .-1 Z S •+00 K Stu) - -U N 111 0 .1 IU O W On I z Z O 11 D ti z 1U W 4 O LL U I- " Z �2- H U1 z m In Z Z Z N r1 4 N O K W O i' u, Z :'f Y J J IU N In M T. U -� •• d LL 1 0 0 K O 7 K > 7 1i/ lu 0 K QOK aLL •U11 Z JN O O LLLL LL i,. LL • LL Jd 4 LL.+Z 70� LL O 00000 N III in Qr-1 .-1 S 2 •1 QO Hr. OJU� U 111 >.-t U In w.Y1- ID"G 1•-H n22F- 11 0w0 W dddd d G OLl Z W Y W LL r MIJQ 107-Q%N LLIdULLO Z W W 1UWUIw .r at iL w u:C O m I- K W O W 4 m III GI Ca m Ri J 4 1 J Q L• N. K w 111 Un1•^ VI Jfn ZILL I1 LL J K 4 '-i S.T. T - 000 d RI U, 111LL 07. W W In 0IU II! a 4O 11,N '1: LL S 77M :) ILL W O W a 1- 1- Ill U U 4 1- V a N z Z Z z z E X 10 0. 4 .•t t 1 4 1- .'• t - NK a 4aW KF- d 41.- Ill r4 a FMO a W 710 O LL U U d Q d l 7 U J J O U. 111 d 0U U 4 V OOQ 02 CL JaF- O LL U H U, 111 W YJJ Nr. 110 61 ♦• W �������� H fi a ll l I,)U Y VI 41 N 7. fL N 7: S fY H 4 U uwz Z w7K (71 4 z 7: 1•- '!• n uul uQ I II -i 'j f1 7 h i' 7 Z T.7.-Jv1n Z (]Q 'L %IC F� .y w0. 0NN U) I, It, �` K ' Ch. 1- 4 .4.-3 -1 'L .. O W s .+ a G .-1 OIr Y n Y L IU W n: J 0 .•. H lu a w H O O ]" 7S .+ U, J> U - It,V l,l 1U O 43'. IL LLUU :3 -1 1 -JW LL II 11 11 .� d d 4 J JJ l) O i u 11, In 0 J O Z i1 N m H A if U U LL0 J J J 2U 40 r•10 m0 Q G 4 (L 4 .1 urH n W A ul W • O N V I� m J Q 2 G Z Z I n Q Z m U W V I p O m m Q l n.•• r 1 J a+: • L 111N LL LL QY LL0 JZ S Z ZW Z W O •+ J '- 7 Z� 0 O II a 11 d n! O�+OUOt)U Q l'1 U 4 •t .+ N '-+ Q l :] UI O N 1 7 J 7 J 41 N 11 A .1 11 1� .•. 1- !� a 0 V1 W J O J n. C_ :L IU C) On LL11/nn ON 0 1-1fY C) 7l OU O UH m JJOI 0 7U u a K 4: 1- 0 Y 0 4 Q K J W Y K t- �+ 'c W 1. 1U u, > 2 i> 7 LL i' 1 1 /-• 1•- lu ]: F- F- W LL W U m U. 10 1 • Q Z .r P O alU ODIL LL Y. Z Er.a ZY Z1' S -41.3-- 0- J, JJUp 1:14 X U()U pa J Z LL 0 N 1.314 Z 20 J aQK SK a 6K Qle. K QY 111 .� WLL 0(>. O n ti 111 III T. T. (n LL 1- IL T 10 LL b LL LL VI /l Q S m O IL ' 11 7 d 7 m T L Q l l W 1,,, V1 In w a z d d Y 4z LL N I 1•- 1 VAR']-oRUJEN FRAME •DESIGN - INPUT CONDITIOVS J33: 40250 A A UY:TED DOMINION COMPANY PAGE:r 3 DATE: 2- 4-93 MEM3Ea DATA: MEM FLANGE WEE! DEPTHS LENGTH ANGLE WEIGHT JOINT NOS FLAN;E WEB KL XX K LYY L3 SPLICE COD=S TK 4ICTH TX 2 (FT) (DEG) (POUNDS) 1 2 YIELZS (FT) (FT) (FT) J1 J2 FRA4_ SIDE 1 1 3/16 6.0 1/ 9 7.00 16.00 14.321 270.000 178.1 1 2 50.0 50.0 19.57 SET BY PLG SPACE BP KN FRAME SIDE 2 2 3/lo 5.0 1/ 9 16.00 9.00 12.841 192.395 148.7 2 3 50.0 50.0 43.24 SET BY PLG SPACE KV SS 3 3/i5 5.0 1/ 6 i.OJ 9.00 10.000 182.336 105.0 3 4 50.3 5C.0 43.24 SET BY PLG SPACE SS SP FRA'',E SIDE 3 4 3/16 5.0 i/ a 7.00 9.00 10.000 182.395 105.0 5 4 50.0 50.0 43.24 SET BY PLG SPACE SS SP 5 3/16 5.0 1/ 9 22.03 9.00 13.491 182.386 172.2 S. 5'- 50.0 50.0 43.24 SET BY PGG SPACE KN SS FRAME SIDE.4 6 3/16 6.0 1/ 9 7.00 21.00' 16.249 90.000 218.2 7 6 50.0 50.0 21.53 SET BY PEG'SPACE BP KN .7 1 VARCO- PPUDEN REACTION SUMMARY / BASE PLATE SUMMARY A UVITEC DOMINION COMPANY FRA9E NO. 1 SUM44RY OF REACTIONS: SIDE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT Y BACK 1,35,13, 0, 0 2.40 4.87 0.00 FRONT 1,35,13, 0, 0 -2.43 7.58 0.00 f SACK 1,70141,13, 0 -6.27 -7.22 0.00 FRONT 1970,41,13, 0 1.24 -8.48 0.00 3ACK 1,72941113, 0 -0.55 -5.22 0.00 FRONT 1,72,41,13, 0 7.14 -10.48 C.00 SUMMARY OF BASE PLATES: SIDE <------ aAS_ PLATE DATA > <------ ANCHOR BOLT DATA > MARK NO. WIDTH TK LENST4 NUMBER SIZE BLR :) BACK bP-A083O8 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 7.18 FRONT BP-A08338 '8.00 X 3/8 X 8.00 (2) 3/4.0IA. A36 10.43 a r3 d s CONNECTION DATA: . 392.9 "K'- ._._'543.7 -K'-'-. ✓ARC]-PRUDEN FRAAE DESIGN WEB STIFFENER DATA J I<-------- PLATE DATA -------->I<-------------- J33: 40250 A :. UVITEG DOMINION COMPANY "K' 1D3.8'"K' 3 r,EMSEP. T I PAGE: �5 I j FRAM_ NC. 1 "K OUTSIDE INSIDE "K DATE: 2- 4-93 S I TK KEE. STIFFENER REiUIPEMENTS: I SIZE '!FRONS 4-8OLT #ROWS 4 -BOLT I TYPE NARK 0 11, SER STIFFENER DESCRIPTION LOCATION WEB DEPTH H/T A/4 A I STIFFENER SIZE SIDES i;ELr.IN; DITAIL UmB (FT) (IN) RATIO RATIO (IV) 1 TK M OTH L - S ? 1 2 1 COL./HAUNCH FLG EX 0.52 15.525 NJ I I 1 3/16 X 2 3/ 8 30TH STD. CK -OK I YES i' _ 5 1 COL./HAUNCH FLG EX 14.35 20.525 4325 I I 1/ 4 X 2 T/ 8 BOTH STD. C( -OK I YES 30LTcD CONNECTION DATA: . 392.9 "K'- ._._'543.7 -K'-'-. 392.9 "K 543.7 "K J I<-------- PLATE DATA -------->I<-------------- 193.8 BOLT DATA --------------->1 "K' 1D3.8'"K' 3 r,EMSEP. T I 795.1 I 795.1 "K OUTSIDE INSIDE "K S I TK WD LENGTH - I SIZE '!FRONS 4-8OLT #ROWS 4 -BOLT I TYPE NARK 0 _ ? i 4/ E X 6.0 X 11- 5 0/16 13/4" DIA A325 1 NO - 2 NO ( EXT 3806417012 1 ( 4/ 6 X 6.0 X 1'- 4 1/ 2 13/4" DIA A325 1 NO 2 NJ I EXT 3YD6416412 3 2 I 4/ 8 X 6.0 X 0'- 9 0/16 13/4" DIA 4325 1 N0 1 ND 1 FLUSH 3AO5409311 4 2 I 4/ 8 X b.0 X D'- 9 0/16 13/4" DIA A325 1 NO 1 NO I FLUSH 3406409011 5 1 I 4/ 6 X 6.0 X 1'-11 0/15 13/4" DIA A325 2 NO 2 NO I EXT 3806423022 5 2 1 4/ 6 X 6.0 X 1'-10 1/ 2 ( 3/4" DIA A325 2 NO 2 NO I EXT 3YO6422422 3 FLANGE BRACING REQUIREMENTS: 3ACK SIDE OF FRAME RIDGE TO EAVE: MEMBER 0 3 3 2 2 2 2 LOCATION Cl- 9 7/16 5'- 9 7/16 101- 9 7/15 15'- 9 7/16 19'- 6 1/ 8 23'- 2 13/15 DEPTH J F9 9.0030 9.0000 9.4861 12.5961 14.9115 O.000O FP, MARK c FL2116 FB2116 NOT REQ G NOT REQ 0 F3302Z NOT REQ 0 FRONT SIDE OF FRAME RIDGE T7 EAVE: MEMSER ti 4 4 5 5* 5 I LOCATION 41- 2 9/16 9'- 2 9/16 141- 2 9/15 194- 2 9/15 231- 2 7/15 DEPTH al FB 9.0000 9.0000 13.7559 19.4197 0.0000 FS HARK V FB2116 ""' NOT REQ D NOT REQ D FB3046'"" -- " NOT REQ 1) - ) i 'J CONNECTION :APACITY OUTSIDE INSIDE . 392.9 "K'- ._._'543.7 -K'-'-. 392.9 "K 543.7 "K 193.9 "K 193.8 •K 193.8 "K' 1D3.8'"K' 795.1 "K 795.1 "K 795.1 "K 795.1 "K VARCO-PRUDEN FRAME DETAIL DESIGN SUMMARY JOB: 43250 A A UNITED DOMINION COMPANY PAGE: 1175 ,:t FRAME NO. 1 BATE: 2- 4-93 ACTUAL FORCES A C T U A L A L U N A 5 L E STRESS CONDITIONS '. ? LOCATION HEM LOAD AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAR BENDING I SUM % I I .. CASE DEPTH (KIPS) (KIPS) (KIP -IN) S T R E S S S T R E S S I COMBINED 1 SHEAR I FRAME SIDE 1 s AT 13.05 FT 1 2 16.0 7.3 3.2. 722.0 1.7 1.47 31.49 43.33 6.21 30.98 1 1.017 1 0.179 1 FRAME SIDE AT 0.62 FT 2 2 16.0 3.4 -6.7 694.2 0.9 3.13 .34.72 40.00 8.21 34.43 I 1.008 10.377 I :j AT 4.21 FT 3 3 9.0 3.1 -0.1 -251.5 1.0 0.11 25.96 40.00 22.34 31.77 I 0.817 1 0.035 I FRAME SIDE 3 AT 7.69 FT 4 2 9.3 3.4 C.? -225.5 1.1 0.16 23.29 40.00 22.34 40.30 I O.o1D 10.007 i AT 3.95 FT 5 3 22.0 3.4 7.9 1013.1 0.7 2.63 33.13 40.03 4.29 32.67 I 1.014 1 0.513 I FRAME SIDE 4 AT 14.35 FT o 3 21.0 10.6 -3.5 882.0 2.1 1.25 27.09 40.00 4.71 28.03 I 0.955 1 0.265 LOCATION X -COR Y -COR DEP AREA RX RY LX LY 1 LY 2 KLX KLY1_ KLY2 SX LB 1 RT 1 LB 2 RT 2 OS OA_ CS 1 CB 2 MN DIST (FEET) (IN) (IN2) (IN) (IN) (IN) (IN) (IN) RX RY .•. RY.. (IN3) (IN) (IN) (IN) (IN) FRAME SIDE 1 1 13.05 1.37 13.04 16.30 4.35 6.49 1.25 156.5 156.6 15.0 36.2 125.7 12.0 22.93 156.6 1.57 15.0 1.54 0.77 1.03 1.75 1.02 FRAME SIDE 2 „• j 2 0.62 2.01 13.71 16.00 3.99 6.34 0.99 518.9 15.0 24.6 81.8 15.1 24.8 20.00 15.0 1.25 24.6 1.25 0.86 1.00 1.02 1.12 j 3 4.21 17.76 14.66 9.00 3.04 3.79 1.13 518.9 60.0 60.0 136.9 52.9 52.9 9.69 164.7 1.46 60.0 1.36.1.00 1.00 2.18 1.07 FRAME SIDE 3 1 4 7.89 25.65 14.96 9.00 3.04 3.79 1.13 5,18.9 60.3 136.9 52.9 9.69 60.0 1.36 1.00 1.00 1.00 5 0.68 45.21 1:.26 22.00 4.78 8.39 0.90 518.9 21.5 29.4 61.9 23.7 32.5 30.58 21.5 1.19 29.4 1.19 0.83 1.00 1.06 1.11 FRA4_= SIDE ' 6 14.3.5 46.12 14.34 21.00 5.02 9.25 1.16 172.2 172.2 21.5 31.3 148.6 18.5 32.57 172.2 1.50 21.5 1.48 3.74 1.30 1.75 1.05 i VAR:3—PkUDEEK FRAME DESIGN — INPUT C3NOITI04S JOB: 40250 A S A UllITED DOMINION COMPANY PA-vE: -M,7 JDA 40250 A DATE: 2— 4-93 BUILDER MODERN BUILDINZ C3MPAAY PROFIT .ENTER: CALIFORNIA - CUSTOMER KIMURA NURSERY JOB SITE CITY LIVE CAKE CALIFORNIA SPE:IAL FRAME DATA FOR THE '— FRAME FOLLOWS: SYMMETRY = NO I SHAPE CODE = RF SELECTED BY PROGRAM 1 I DESIGN :ODE = YS AUTO DESIGN FRAME DEF CODE = 3 1=MI.'J. I I 1 LOADING: 1 3.00 ADDITIONAL DEAD LOAD 1 2=RAX. 1 CUMBER OF SUPPORTEi POINTS 2 1 2.00 PURLINS E SHEETINS I 3=INIT. I NUMBER OF SPECIAL MEMBER RELEASES 0 I 0.92 FRAME DEAD LOAD I• I NUMBER OF INTERIOR COLUMNS 0 I TOTAL DEAD 2.92 PSF AVG BAY SPACE 27.58' 1 NUMBER OF MEMBERS 6 I LIVE 20.00 PSF a I NUMBER OF CENTER LINE JOINT POINTS 7 I MIND 19.66 PSF THIS FRAME F.-c�UIR-cD ON FRAME LINES :. 2� 3� 4�-- i 2 SDECIAL LJADS APPLIED T3 THE ABOVE 'FRAME FOLLOW FRAME SIDE TYPE SUPP DIST HORZ. DIST VERT. DIST HORZ LOAD VERT LOAD--'- MOMENT THIS SPE:IAL LOAD W/CASEE'-' `"" "'`"'" "''' • ° < `' NO. CODE C30E LODE MEAS (FEET) (FEET) (KIPS) (KIPS) (K—IN) COND 1 COND 2 COND 3 COND 4 ' 2 2 3 2 1 1 —11.0000 0.0003 —0.405 —0.405 0.0 1 3 0 0 3 2 1 1 —11.0000 0.0003 0.563 0.563 0.0 2 3 0 0" t 33UNDARY DATA: a POINT X—SUP Y—SUP M—SUP X—DISP Y—DISP ROTATION 1 1 1 1 0 0.0000IN. 0.0000IN. O.D000IN/IN OR RADIANS ; 7 1 1 0 0.0000IN. 0.0000IN. 0.0000IN/IN OR RADIANS THE FOLLOWINS CLEARANCE DATA APPLIES TO FRAME NUMBER 2 t VERTICAL CLEARANCE AT BACK HAUNCH 12' 6 9/16• HORIZONTAL CLEARANCE BETWEEN EXTERIOR COLUMNS 42' 3 1/ 2" VERTICAL CLEARANCE UNDER FRAME AT RIOGE 14' 6 1/ 41 i ..:: ... VERTICAL CLEARANCE AT -FRONT HAUNCH 13• 13 15/16• "' " ' "` --"—'--" —' VAR:D-PRUOEN FRAME DESIGN - INPUT CONDITIONS J33: 40250 A z+ A UNITED 00 MINION COMPANY PAGE: zt/- DATE: 2--4-93 `+ MEMBER DATA: F;=m FLANGE WE3 DEPTHS LENGTH ANGLE NIGHT JOIUT NOS FLANGE WEB KL XX K LYY L3 SPLICE CDD-cS TK WIDTH TK 1 2 (FT) (DEG) (POUNDS) 1 2 YIELDS (FT) (FT) (FT) J1 JZ FRAM= SIDE 1 1 1/ 4 6.0 1/ 8 7.00 23.00 14.321 270.000 '233.0 1 2 ---' 50.0 50.0 18.87 SET BY PGG SPACE BP KN j FRAYS SIDE 2 2 1/ 4 5.0 1/ 3 22.00 9.30 12.841 182.365 168.8 2 3 50.0 50.0 42.34 SET BY PLG SPACE KN 55 3 2/16 5.0 1/ d 9.00 9.00 10.000 192.386 105.0 3 4 50.0 50.D 42.34 SET BY PGG SPACE SS SP f FRAME SIDE 3 - 4 3/16 5.0 1/ 8 12.00 9.00 10.000 192.386 111.9 5 4 5D.0 50.0 42.34 SET BY PGG SPACE .SS SP _ 5 1/ 4 5.0 3/15 27.00 12.00 13.491 192.386 264.9 5 5 50.0 50.0 42.34 SET 9Y PEG SPACE KN 55 y FRAME SIDE 4 6 1/ 4 7.0 1/ B 7.00 25.00' 16.249 90.000 295.2 7 6 50.0 50.0 20.90 SET BY PEG SPACE BP KN i a - J .. .i VAR:J-PRUDEN REACTION SUMMARY / yASE PLATE SUMMARY JJS: 40250 A A. UNITED COO.INION COMPANY PAGE: r� FRA42 N0. 2 DATE: 2- 4-93 SUMMARY DF REACTIONS: SIDE LOAD COM3INATION HORIZONTAL VERTICAL MJMENT SACK 1,35,13, 09 0 5.11 9.21 0.00 . r-RONT 1,33,13, 0, -- -5.11 14.60 0.00 SACK 1,70,41,13, 0 -12.80 -14.15 0.00 FRONT 1,70,41,13, 0 2.97 -18.80 0.00 BACK 1,72,41913, 0 -1.96 -10.25 0.00 FRONT 1,72,41,139 0 14.66 -22.70 0.00. SUMMARY OF BASS PLATES: SID_ <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------> WELDING MARK NO. MOTH TK LENGTH NUMBER SIZE BLR PATTERN 3 BACK BP -009308 9.00 X 3/8 X 8.00(2) 1 DIA. A36 12.85 OS -3 FRONT 3P-009408 9.00 % 4/9 X 8.00 (2) 1 DIA. A36 20.52 OS -3 l 9 VARLO-PRUDEN FRAME DESIGN WE9 STIFFENER DATA J33: 40250 A A JNITEO LDMIKION COMPANY PAGE: A4A'10 FRA`!E NO. 2 DATE: 2- 4-93 'S WEB STIFFENER REQUIREMENTS: ME4SFR STIFFENER DESCRIPTION LCCATION WEB DEPTH H/T A/m A 1 STIFFENER SIZE SIDES WELDTN- DFTGIL t NUMBER (FT) (I`l) RATIO RATIO (IN) I TK WIDTH L- - S ? 1 2 1 COL./HAUNCH FLG EX 0.88 21.500 1 1/ 4 X 2 3/ 8 BOTH STD. CK -OK I YES -1 "YES - 1 COL./HAUNCH FLG EX 13.93 24.500 I 5/16 X 3 3/ B BOTH STO. CK -OK YES I } COLTED CONNECTION DATA: J I<-------- PLATE DATA -------->1<------------- BOLT DATA --------------- >1 iey MEMBER 7 1 I OUTSIDE INSIDE I CONNECTION CAPACITY = I TK ND LENGTH 1 SIZE #ROWS 4-3OLT BROWS 4 -BOLT I TYPE MARK 0 OUTSIDE INSIDE 1 2' 1 4/ 8 X 6.0 X 29- 0 0/16 I 3/4" DIA 4325 2 NO 3 —NO- V- EXT . 3806424023 847.1 "K7—'--'1057:1-- 'K-'-' ;j 2 1 I 4/ B X 6.0 X 1'-11 1/ 2 13/4" DIA A325 2 VD 3 NO I EXT 3YO5423423 847.1 "K 1057.1 `K 3 2 I 4/ 8 X 6.0 X 0'-10 0/16 1 3/4" CIA A325 2 NO 1 NO I EXT 3806410021 251.3 "K 193.8 "K 4 2 ( 4/ 9 X 6.0 X 0'-10 0/16 13/4" DIA A325 2 NO 1 NO"- 1' EXT 3B06410021 251.3 "K 193.8 "K" ;j 5 1 I 4/ 8 X 6.0 X 21- 4 1/15 13/41 DIA A325 3 NO 5 NO 1 EXT 3906428035 1283.4 "K 1711.6 "K 6 2 I 4/ 8 X 7.0 X 2'- 3 9/16 13/4" DIA A325 3 NO 5 NO I EXT 3Y07427435 1283.4"K 1711.6 "K '► FLAASE BRACING REQUIREMENTS: � SACK SIDE OF FRAME RIDGE TO SAVE: --' MEMBER # 3 3 2 2 2 2 LOCATION 01- 9 7/16 5'- 9 7/16 101- 9 7/15 15'- 9 7/16 19'-' b'- 1/ 8 - 231- 2 13/16 DEPTH i FB 9.000'0 9.0000 9.9458 15.9685 20.4552 0.0000 F8'MARK a FS2050 FB2050 F62052 - NOT REC D F52116 NOT R -c< D j FRONT.SIDE OF FRAME RIDGE TO EAVE: y MEMBER A 4 4 5 5 ._- j_ LOCATION 41- 2 9/16 9'- 2 9/16 141- 2 9/16 19'- 2 9/16 231- 2 7/16 DEPTH a F3 10.2644 11.7644 17.6824 24.4234 0.0000 - ' FB MARK B FB2054"- F82062 NOT REQ 0 'FB3026`-----"NDT'"REC D:—`-'--__._.... •.. ...:.. .. ... < 9 f VARCO-PRUDEN FRAME DETAIL DESIGN SUMMARY JOB: 40250 A A JVITED DOCINrGN COMPAIJY PAGE: FRAME NO. 2 DATE: 2- 4-93 ACTUAL FORCES A C T U A L A L L 0 R A B L E STRESS CONDITIONS '. LOCATICV ME LOAD AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAR SENDING ) SUM % I % I 2 CASE DEPTH (KIPS) (KIPS) (KIP -IN) S T P. E S S S T R E S S I COM3INED I SHEAR 1 FRA4c SIDE 1 AT 12.56 FT 1 2 23.0 14.5 6.6 1405.8 2.4 2.13 31.34 40.00 3.96 32.07 i 0.977 1 0.536 I FRAM_ SIDE 2 AT 0.80^ FT 2 2 22.0 7.5 -12.4 1335.0 1.4 4.21 36.07 40.00 4.34 37.02 I 0.974 10.970 1 AT 4.21 FT 3 3 9.0 6.9 -0.1 -350.9 2.3 0.05 36.21 40.00 22.34 40.00 1 0.952 10.002 I FRAME SICE 3 ' AT 0.00 FT 4 3 12.0 6.9 9.0 495.6 2.0 5.59 35.62 40.00 14.84 - 35.57 i 1.007 1 0.377 1 AT 1.03 FT 5 3 27.0 7.5 15.3 2123.9 1.0 3.02 38.94 40.00 5.55 38.16 I 1.021 10.545 I FRAME SI^E 4 AT 13.93 FT 6 3 25.0 23.1 -7.4 1735.6 3.4 2.20 31.01 40.00 3.34 30.82 I 1.006 i 0.658 I LOCATION X -COR Y -COR DEP AREA RX RY LX LY 1 LY 2 KLX KLY1 KLY2 SX LB 1 RT 1 LB 2 RT 2 QS QA CB,1 CB 2 MN DIST (FEET) (IN) (IN2) (IW) (IN) (IN) (IN) (IN) RX RY -•" RY '_'_(IN3) (IN) - (IN) (IN) (IN) - - __._` :_.y FRAME SIDE 1 1 12.56 1.67 12.57 :3.03 6.03 9.25 1.22 151.0 151.0 20.6 24.5 123.5 16.9 44.86 151.0 1.54 20.6 1.52 D.87 1.00 1.75 1.02 FRAME SIDE 2 _._. 2 0.85 2.59 13.48 22.00 5.39 8.69 0.98 508.1 20.6 17.9 58.5 21.0 18.2 37.01 20.6 1.25 17.9 1.25 0.94 1.00 1.02 1.09 3 4.21 17.76 14.66 9.00 3.04 3.79 1.13 50x.1 60.0 60.0 134.1 52.9 52.9 9.69 60.0 1.36 60.0 1.36.1.00 1.00 1.13 1.12 FRA4c SIDE 3 - '� 4 0.00 33.54 15.19 12.00 3.44 4.91 1.07 508.1 60.1 103.4 56.3 13.84 60.1 1.31 0.89'1.00 1.37 5 1.03 44.87 15.03 27.00 7.47 9.94 0.84 506.1 25.7 25.2 51.1 30.7 30.1 54.67 25.7 1.14 25.2 1.14 0.95 1.00 1.09 1.09 FRA4=_ SIDE 4 6 13.93 45.96 133.91 21.0C o.30 10.16 1.45 167.2 167.2 25.7 24.7 115.3 17.7 56.07 167.2 1.81 25.7 1.79 0.79 1.00 1.75 1.09. 1 I VARCO-PRUOEN FRAME DESIGN - INPUT CONDITIONS JOB: 40250 FL5-6+ :j A UNITED DOMINION COMPANY PAGE: f1' J05 40250 FL5-6+ DATE: 2- 4-93 5UIL-ER MCDERN CUILDIN. COMPANY PROFIT CENTER: CALIFORNIA A CUSTOMER KIMURA NURSERY JOB SITE CITY LIVE OAK• CALIFORNIA n 5UILDING OES:RIPTIOf:: ITEM. FEET C INCHES DEC. FT. DEC. IN. METERS SPAN = 471- 0 0/16 47.0000 564.0000 14.326 BALK SIDEWALL HEIGHT = 15'- 0 0/16 15.0000 180.0000 4.572 FRDVT SIDEWALL HEIGHT = 16'-11 1/ 2 16.9563 203.5000 5.169 BUILDING LENGTH = 1511- 5 3/16 151.4167 1817.0000 46.152 F.ID;° FR3V BACK BLZ;G LN= 23•- 6 0/16 23.5000 242.0000 7.163 ELEVATION OF FRONT COL.= 0'- 0 0/16 0.0000 0.0000 0.000 BACK ROOF PITCH = 0.5000 : 12 FRONT ROOF PITCH. _ -0.5000 : 12 LOADING: ADD'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF (PURLINS C SHEETING) + FRAME WEIGHT = 3.11 PSF)'-'-" LIVE = 20.00 PSF NI NO = 19.66 PSF BLDG CODE = 91UBC THE A60VE LOAZS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: STRESS - '• LOAD CO3ES <- --------------------------- ---------------- DESCRIPTION --------_----------------------------------->FACTORS 1,35.13, C, C DEAD LOAD + LIVE LOAD W/TRIG RED+ SPECIAL LOADS + + 1.03 1.70,41,13. 0 DEAD LOAD + 91UBC WIND BACK(I) + EP SUCTION + SPECIAL LOADS + 1.33 ' 1.72.41,13, 0 DEAD LOAD + 91UBC WINO FRNT(I) + EP SUCTION + SPECIAL LOADS + 1.33 BAY SPACINGS FOLLOW: (BACK SIDEWALL LEFT TO RIGHT) 1 SAYS AT 27' 10 1/ 2" BETWEEN FRAME LN. 1 AND FRAME LN. 2 1 BAYS AT 27' 3 1/ 2" BETWEEN FRAME LN. 2 AND FRAME LN. 3 j 1 BAYS AT 13• 7 3/ 8" BETWEEN FRAME LN. 3 AND FRAME LN. 4 1 BAYS AT 27' 2 3/ 8" BETWEEN FRAME LN. 4 AND FRAME LN. 5 1 BAYS -AT 27' 2 1/ 2^ BETWEEN FRAME LN. 5'AND FRAME LN. 6 - 1 BAYS AT 281 2 3/ 4" BETWEEN FRAME LN. 6 AND FRAME LN. 7 BUILDING LENGTH IS 1511 5 0/16" PURLIN AND GIRT DATA FOLLOWS: - _..... �..-__. .._.._.. AC SIDEWALL ..DATA-. DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS '0• 8 1/ 2" _. __ ...._. MAXIMUMGIRT SPACING IS'6' 9-' 3/-4----- j BACK SIDEWALL GIRT SPACINGS ( BASE TO EAVE ) 15' 0 0/16", FRONT SIDEWALL GIRT DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS 0' 0 0/16" .} MAXIMUM. GIRT SP4CING IS 6' 9 3/ 4 - FRONT SIDE"«ALL GIRT SPACINGS ( 84SE TO EAVE ) BACK SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 7/16" DIMENSION FROM EAVE PURLIN TO FIRST INTERIDR PURLINIS 3' 8 11/16" - SECOND PURLIN SPACE IS 3' 8 11/16` _ ..._. _____•__ _._-__-__._.. ? 3 PURLIN SPACES AT 5' 0 0/16" RIDGE SPACE IS 0' 9 7/16" _ FRONT SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 4" DIMENSION FROM EAVE PURLIN TO FIRST INTERIOR PJRLIN IS 3' 11 7/ 8" SECOND PURLIN SPACE IS 5' 0 0/16" %) 2 PURLIN SPACES AT 5' 3 0/16" RIDGE SPACE IS 41 2 .9/16" I E VARCO-PRUDEN A J'JIT-ED DOMINION COMPANY FRAME DESIGN - INPUT CONDITIONS JOB: 40250 FL5-6• PAGE: DATE: 2- 4-93 a i _ l • KUL!3ER OF FRAMES FOR THIS JOB D=SIGN IS 1 FRAME NUMBER ASSIGNMENT BY FRAME LN.: 0, 0, 0, 0, 1, 1, 0, POST AND EEA4 ASSUMED AT FRAME LINE 1 POST ANC- BEAM ASSUMED AT LAST FRAME LINE 7 BACK SIDEWALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) FRONT SIDEHALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) THE TOPS OF THE INTERIOR COLUMNS ARE RELEASED FRAME DESIGMEI. UTILIZING .iE3 STIFFENERS AS REQUIRED MAXIMUM. ALLOWALE SUM PERCENT = 1.030 NORMAL TAPEREC MEn3EY DESIGN FOR BACK COLUMN NORMAL TAPERED MEMBER DESIGN FOR FRONT COLUMN dACK COLUMN BOLTED AT TOP OF COLUMN - STANDARD LOCATION FRONT COLUMN BOLTED AT FACE OF COLUMN FRAME 5 DESIGNED AND DETAILED UNSYMMETRICAL ABOUT RIDGE SPECIAL FRAME DATA FOR THE 1 FRAME FOLLOWS: .j SYMMETRY = NO I SHAPE CODE = SP SPECIAL FRAMEINPUT I I DESIGN CODE = SC STRESS CHECK FRAME 1 1 DEF CODE = 3 1=MIN. I 1 LOADING: 0.00 I ADDITIONAL DEAD LOAD I - 2=MAX. I NU'13ER OF SUPPORTED POINTS 2 1 2.00 PURLINS G SHEETING 1 3=INT. 1 NUMBER OF SPECIAL MEMBER RELEASES 0 I 1.11 FRAPPE DEAD LOAD 1 I NUMBER OF INTERIOR COLUMNS 0 I TOTAL DEAD 3.11 PSF 1 AVG BAY SPACE 27.72• I NUMBER OF MEMBERS 6 I LIVE 20.00 PSF 1 1 NUMBER OF CENTER LINE JOINT POINTS 7 1 WIND 19.66 PSF 1 r THIS FRAME PEGUIREG ON FRAME LINES (�5,.6♦ 2 SPECIAL LOADS APPLIED TC THE ABOVE FRAME FOLLOW j FRAME SIDE TYPE SUPP DIST HORZ. DIST VERT. DIST HORZ LOAD VERT LOAD MOMENT THIS SPECIAL LOAD W/LASE NO. CODE CODE CODE MEAS (FEET) (FEET) (KIPS) (KIPS) (K -IN) COND 1 CORD 2 COND 3 COND 4 1 1 3 2 1 1 -11.0000 C.0000 -0.420---- -=0.420 0.0 1 0 0 0 7.. 2 1 3 2 1 1 -11.0000 0.0000 0.580 0.580 0.0 2 3 0 0 BOUNDARY DATA: ,. POINT X -SUP Y -SUP M -SUP X-DISP Y-DISP ROTATION 1 1 1 0 0.000OIN. O.000OIN. 0.000DIN/IN OR RADIANS 7.__...___ 1._—._1---_.-_0.—_—.- 0.000DIN. -- 0.000OIN: - O.000OIN/IN-OR-RADIANS --•__..._. _.._.._..... THE FOLLOWING CLEARANCE DATA APPLIES TO FRAME NUMBER I VERTICAL CLEARANCE AT SACK HAU'JCH 12' 5 11/16" H3nfZCNTAL CLEARANCE BETWEEN EXTERIOR C LU RS 4Z' 6 1/ 2" - .. VEKTICi.I Clc:.;a\i,E J::OER FRAME AT ::IC;c 13' 7 I/ 4" VERTICAL CLEARANCE AT FRONT HAUNCH 14' 0 1/ B" • a i _ l • a xf 6d Z? Zi Ar .......... 1p VAR:3-PRUDEN FRAME DESIGN INPUT CONDITIONS JOB: 40250 FL5-6+ A UNITED DOMINION COMPANY PAGE: DATE: 2- 4-93 MEM3ER DATA: HEM - ''FLANGE WEB DEPTHS-- LENGTH —"ANGLE-- WEIGHT—JOINT- N37S___FLAN+lF__WE5_KL__ XX'-- _K -LYY.--'-I-B--'SPL-rCE--=Drs--.- TK WIDTH TK 1 2 (FT) (DEG) (POUNDS) 1 2 YIELDS (FT) (FT) (FT) ii J2 FRAME SIDE I O0__Z5_00__14_.320_270.000— BY PEG _SPAtE-BP—KN FRAME SIDE 2 2 3/16 5.0 -3 * 1/ 8 23.00 12 7.840 182.386 101.4 2 3 50.0 50.0 42.60 SET BY PEG SPACE KN ss 7 3/16 :00 1/ 8- -12:00-- 00 20 15-000 182.386' 205.6--- 3--47— 50;0- 50.'0_ 42.60-_ SET BY PEG SPACE- -SS--SP--- FRAME SIDE 3 . 4 1/ 4 5.0 1/ 8 15.00 20.00 15.000 182.386 247.8 5 4 50.0 50.0 42.60 SET BY PEG SPACE SS SP 4" 5.0 3716- 26.00-15.00 8.490 182.386---" 67.--5'�-50.-0'50.0-42.60--7 SET BY PEG"SPACF--KN---S FRAME SIDE 4 5*" 11.0 '3/16: 12.00 20-Dn iA_2sti- Qn-einn.' a xf 6d Z? Zi Ar .......... VARCO-PRUDEN REACTION SUMMARY BASE PLATE SUMMARY JOB: 4025D FLS -6+ A U41TED DOMINION COMPANY PAGE: FRAME NO. 1 7- DATE: 2- 493 UM4ARY'OF REACTIONS�. SIDE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT BACK 1,35,13, o, o 3.90 9.21 0.00 FRONT 1,35,13, 0, D -3.90 15.10 0.00 -------------------- 7 BACK 1,70,41,13, 0 -10.92 -14.06 0.00 FRONT 1,70,41,13, 0 1.04 -19.00 0.00 BACK 1t72,41,13, 0 -0.32 -10.10 0.00 FRONT 1,72,41,13, 0 13.07 -22.96 0.00 SUMMARY:' OF BASE PLATESi- .... . SIDE BASE PLATE DATA -------> ANCHOR BOLT DATA WELDING MARK NO. WIDTH TK LENGTH NUMBER, SIZE BLR PATTERN BACK BP -808313 8.00 X 3/8 X 13.00 (4) 3/4 DIA. A36 6.98 OS -3 FRONT BP -8I2313 12.00 X 3/8 X 13.00 (4) 3/4 DIA. A36 11.40 OS -3 a. 7- .... ..... .. i VAR:D-PRUDEN FRAME DESIGN MES STIFFENER DATA JOB: 40250 FL5-6+ A UVITEL DOMINION COMPANY PAGE: FRAME NO. 1 DATE: 2- 4-93 - NEB STIFFENER REQUIREMENTS: - :,----MEMBER-STIFFENER'---DESCRTPTIDN ----LOCATION-WEB-'DEPTH-H/T-A7 A7 -STIFFENER SIZE --SIDE'S aELDI=-�ET&lL I -. NUMBER (FT) (IN) RATIO RATIO (IN) I TK WIDTH L - S ? 1 - : Z--1 'CDC //HAUNCH-TLG-EX--O":YT—'22:625. _ —3716-K-2- 31-8 -BOTH--STD.-CR=DIiYE'S-1 6 1 COL./HAUNCH FLG EX 14.02 19.375 1 7/16 X 5 3/ 8 BOTH STD. CK -3K YES I - ' BOLTED CONNECTION DATA: _ 'S PLATE -DATA BOLT DATA-------'---->1--------- MEMBER ATA------'---->1-------MEMBER T I 1 OUTSIDE. INSIDE. I CONNECTION CAPACITY .:.? 'I TK' NO LENGTH I SIZE FRONS 4 -BOLT gROMS 4 -BOLT 1 TYPE'" MARK C OUTSIDE INSIDE - k -- 0716-j 374w-DIA743 2 57-IfO 5 0--1 EXT---'YB0631603F5 650.9 �K 861.8 "K =* •- 2 1 1 3/ 6 X 6.0 X 21- 1 1/ 2 1 3/4- DIA A325 3 NO 5 NO I EXT 3YO6325435 650.9 "K 861.8 -K ••': r.F• 3 2 I 3/ 8 X 6.0 X 1'- 9 0/16 1 3/41 DIA A325 - 3 NO 3 NO IEXT 3BO6321033 495.9 "K 495.9 -K -- --�- 2 1- 3/'8 X'--'6.0 X-' 1'- 9" 0/16-1-3/40 DTA A325' 3 ---NO 3--ND_I_ EXT-3BO632T033----495:9 -K,:,. 4195.9 -K— 'j 5 1 I 4/ 8 X 6.0 X 21- 3 0/16 1 3/4- DIA A325 2 NO 5 NO I EXT 3806427025- 974.4-K 1624.4 -K': `'.J _ 6 2 I 4/-8 X 11.0-X 21_ 2- 1/ 2 1 3/40 DIA A325. 2- NO 5 NO I EXT 3Y11426425 - 974.4 -K 1624.4 -K FLAN:.E BRACING REQUIREMENTS:; :D " ra -'-- ""'- BALK SIDE OF FRAME RIDGE TO' SAVE:-- MEMBER g .__ -. 3 --3 -. 3-- -- _ - - --- - cc:—ZDCATTON`0'=-TTl�-5''=3-T7r6-Z�'- 9-771"6-73'- - 3'�T3 r p j DEPTH 8 FB 19.5817 16.9150 14.2484 13.5036 20.6447' 0.0000 j FB MARK 0 FE2112 F82092 FB2076 NOT REQ 0 FB3000 NOT REQ D j_. FRONT SIDE OF FRAME RIDGE TO SAVE: MEMBER -3l-- - LOCATION 49- 2 9/16 9'- 2 9/16 14'- 2 9/16 19'- 2 9/16-. 230- 2 7/16 c '' P. DEPTH 2 FS 18.5947 " 16.9281 15.2614 22.0462 0.0000 FSZ10NUT�RED-D,_xcn_:•?RIT 1(El 53 01 i'-..+..w..,�..` 5...._ y �.-• r Y.-...= ."i" - .� :at: .s. r ifi•�'iwa t -.. _. _ > _...� __.,-_,. 3 .; "�; t�.a'..�':.: i ii.x.- .•��.-... `t-�"s�F`s7`����"si3r:a : �.�<-.... '�'1F _ - w.�vmrarr- y �r- r - yy kS'l ^- - �°l -t<,3,'•` _ "}. c E _-..��: .. . , Fr � L ~ » ,xw'-a-pxwosw poxws oerxzL nsuIsm suwwAxv Jos, 40250 a5-6^ ^ uvIrso oowIwIow cu*pxwv pxGs, *�y7 � FRAME NO. I o^rs, z- *-ps *� -- - --' --' -- ----''- ------- xcruAL roxCsz'- --- 'u-c'r'o-k-c-------xrf-c-o'w-/:-ncs - srncuS�CONDITIONS '----------�� �LOCATION MEK LOAD AXIAL SHEAR MOMENT AXIAL SHEAR oswormw AXIAL *ws«x osmoIwm sow %-IN) COMBINED SHEAR AT 12.50 n z a 25.0 14.3 4.9 1136.9 2.6 1.45 27.66 40.00 3.31 27.88 ^ 0.992 ^ 0.437 . FRAME SIDE 2 - '- -590:9--_� _- 019- 089 FRAME SIDE 3 '1szr - ^.v -- 12 -Z___ uon u --z.'1-67.'02 40.00 , 1 v", / " -631-1- AT =^ / xr 0.85 pr o , 26.0 6.1 /x ^ /,,^ ^ v o 3.71 38 .52 40.DO 5 `, 38.28 ^ ^ """ . 0:535 FRAME SIDE 165-1- - MN--DISl 'ti -tel FRAME SIDE 1 ^ 12.50 1.75 12.49 25.00 5.56 ="^ 1.10 150.0 150.0 21.8 ^^~- 136.1 19.8. -~.~, ^.~. ^~-~ ^^.. ^~-_ _.. ^_- -,- -_- _ 3� mm z o� ��� @ 4 0.00 38.54 o.a/ 15.00 4.+5 6.18 1.08 511.3 e.1 oa.r 55.6 22.69 60.1 1.32 � s 0.85 *s.zv zs.ov 2*.00 7.28 v.az 0.85 szz.» zx.o 30.3 s».z ar.x ys.z sz.wz as.o 1.15 30.3 s 0.96 1.00 1.10 1.12 s ' --- 'px^wc szo'�----' --'-------- ----,--'---- -------' ------------- 3 a 14~02 46.16-1+.01 20.00 10.51 u~an 2.57 168.2 168.2 23.0 29.3 65.5 8.9-='47.99z66.2 3.01-23.'6 2.98 00'74 1.00 1.75 1.1 0, � �= � ----'------- ------'----------- � " � .i r FP70� - — ------- ------- -- r - F 3�0 MSN s -7-YfVIVW-Z q �s 00,27 N/1 - - oNlsool( r g2 £b 1A. e-t?cyc; -*Z9& i `rv--,--do ' 57 -,9 a -2g s ✓ s� ��s �� des -:�s oQo fz S s 2-1s � � ?,�ON�J �S 2 Z 8 `� / �' 10 8 + Y xV CSN r-2ev o . � ¢nom S�,.l �' � % p►rv/ .Lj�.�J1%%� 9Ofi! %tet oi2��1 FP70� - — ------- ------- -- r - F 3�0 MSN s -7-YfVIVW-Z q �s 00,27 N/1 - - oNlsool( r g2 £b 1A. J GR I F F I T H & ASSOCIATES ARC: hl I 'f [ ('.'It) R r: F N G I N U r: R I N G INTERIOR DESIGN UTI L I T Y S E R V ICE S page cover a:\ cover 18 -Feb -93 3:53 PM STRUCTURAL CALCULATIONS 1421:Metat Building for Kimura Dryer Township Road Gridley, CA Engineers mandate is to provide structural calculations for the Hems noted below. No investigation of other conditions, problems or repairs has been made, and no warranty or guarantee for work other than that explicitly Indicated Is given or Implied. Foundation Design per Varco Pruden calculations numbered wd9340250 and dated 2/11/93 F sheets anTE X8"1 DATAAtA D sheets _ APPE)fN David Martin Griffith, P.E. • Ma(thew Schelly, Arc'hitec't I. Martine Sacks 1 19 Reoadway Suite 2102 • Chico, CA 9S92)8 • 01634a.4021 FAX 3,13.41,10 �9 t -it ./ -Z vt.,, t I.; v —/ I A -�Vmlu 1 ;7 -Griffith Associates 3 Unconstrained Caisson Documentation page 1flu 1421:Metal Building for Kimura Dryer uccaisson 16 sson DL+WL,DL+LL Data 03:23 PM Soil SP= 1500.00 psf Bearing capacity Sf= 250.00 psf =SP/6; vertical friction capacity loading SL= 300.00 psf/f Lateral bearing capacity P= 9210 lbs vertical download W 0.3 ft Application height of H H= 12800 lbs Horizontal force U= 14150 lbs vertical uplift Caisson b= 2.00 ft caisson diameter) da= 10.75 ft caisson depth A= 3.14 sq ft=(PI'b"2)/4; footprint area . Af= 67.54 sq ft=PI'b'da; vertical surface area Vc= 33.77 cu ft =A'da; caisson volume Wc= 5065:82 lbs=Vc'150; caisson weight R= 2.19 ft=6/2+da/9 ; radius to c.g. of soil Vs= 265.56 cu ft 2'PI'R'1/2'(da/3)'da; soil volume Ws= 26556.46 lbs Vs'100; soil weight 393.17 psf =Ws/Af Overturning S'= 1433.33 psf=(SL'DA/3)'ot Inc ot_Inc 1.33 A'= 10.45 sq ft=2.34'H/(S"b) do= 10.71 R=(A72)'(1+@SQRT(1+4.36'ht/A') depth required da= 10.75 ft depth assumed _----- Bearing d'= 9.75 ft =da -1 b'= 1.00 ft =b-1 Inc= 3.15 Inc=((d'+b')1.20+1); Allowable Increase L Sp'= 3112.50 psf=(Sp*lnc)-Wc/A Pb= 9778.21 lbs =A'Sp' bearing capacity P= 9210.00 lbs capacity required Friction Pf= 16886.06 lbs =Af Sf friction capacity IID K P= 9210.00 lbs capacity required �I Uplift 1.33 Increase 27581 lbs=Af'SPincrease+Wc uplift friction capacity , 31622 lbs =Wc+Ws Ur= 27581 lbs uplift capacity 1 / U=. 14150 lbs capacity required V I .Structural Calculations UCCAISSO.XLS 2/18/93 Coristra.ined Caisson Documentation 1421:Metal-Building for Kimura Dryer DL+wL ` page 111`2 aA CAISSON CAISSON.XLS Data 18 -Feb -93 03:53 PM , Soil Sp= 1500 psf Bearing capacity Sf= 250.00 psf =Sp/6; vertical friction capacity SL= 150 psf/f Lateral bearing capacity loading P= 14600 lbs vertical download ht= 0.25 R Application helg''hT'bf H H= 14660 lbs Horizontal force U= 18800 lbs . vertical uplift I b� CaISSO b= 2.00 ft caisson dlameter� II �17L7 7/ Y (0 0 (MIX" da= 10.75 ft caisson depth A= 3.14 sq ft =(PI'b"2)/4; footprint area Af= 67.54 sqft = PI'b'da . vertical surface area Vc= 33.77 cu R =A'da; caisson volume Wc= 5065.82 lbs =W1150 caisson weight R= 2.19 ft =b/2+da/9 (radius to c.g. of soil) Vs= 265.56 =2'PI'R'1/2'(da/3)'da; soil volume @ 1:3 Ws= 26556.46 Vs* 100; soil weight Overturning do"2=4.25' H'ht/(S3'b) S3=do'SL= d o"2=4.25' H' h/(do' S L)' b do"3=4.25'H'h/SL'b 51,92 do=do"3"(1/3) do= 3.73 depth required all depth assumed II Bearing d'=da-1= 9.75 ft b'=b-1= 1.00 it Inc=((d'+b')1.20+1) 3.15 (Allowable Increase) Sp'=(Sp'Inc)-Wc/A 3113 psf Pb=A'Sp' 9778 lbs (bearing capacity)/ fi'' h1U�i lam;-; 24_11( i� 14600 lbs (capacity required) Friction Pf=APSf 16886 lbs (friction capacity) JAW lbs (capacity required) Uplift Iii h Ur=Wc+Ws 31622 Itis (available weight) Ufr=Af'SI'1.333 22509 lbs (uplift friction capacity) @IF(Ufr>=Ws,Ur,Wc+Ufr) 27575 lbs • (uplift capacity) -198W lbs capacity required 2214 9V ✓2��rJl.� L (�vt�, nj����� GRIFFITH 8 ASSOCIATES STRUCTURAL CALCULATIONS USCONC.XLS 2/18193 419 r�ArW7 Rw-/ t el JK •I n u n w I] I I 1 rnznn. I ' I i N� I rl 1 O 0 a T_Orl I 11 1 J l) 1 .J N ' nl IU 111 II 1 a n 11 1-. 1 . r] , •r a .. .. - II 1' ♦ • • :[' 7. . 1 rl 111 ' ; u In nr Ij rl rl r, 1 it 1111.1 n r� i 1NJ i nn nv It I n l u 11 ' N z s o 1 a •[ I O Cl r" It H it, 1 - � •.I J 00 f) x. tl r) III aU 1 IUT Cl n n0 : n 1 a .1 In n r) n o 0 0 0 �. ,n J F ,r� M H UO O N • N• m7 ( uu -1 NJ N ♦ I i' lu N . •mr Cl. ul W 1 c%. (L t.yon " '1. 1-00 ' WTOn N ILL llH N lJ 1 N N n: 1 1 S 7 O N. 1 111 i nflnn . n .7-I I n n. , t �l ..1 l1Ji c)JLLrI le r-i n a Inn tf.na Ci c7n • - N t- cl o; W H 111 A ~ (- 11 UI h 1 : > I •f In (; nlll it f_l•1Hfan Il ua [[X 1 I 1 - -�•rn 022 nom- I �nr•J -I r l n. H J A . oU: In to O n - h Jn-1 mrl ,1 rn 1 uNN N 0 0 f[ lu _71 H .•• N rr r1 1 111 1 h h h •-• n O O J •t F . 11. 1 NYl lU 111 .11, ly 1�N O .Ylvn •t- 1 11 •� � 111 -[ •[ ul I K v.i - Z H17, W')HN In ►• l ntj a of. 1- oo th N N J (] N ( 1-• m LL .-s a•1 O O K W It y •( ./ .(1 n I J 111 (7 /- • ,.) U •••• O • 111 r( ••:. C1 n: ly 111 ''1 IIl a I t i LL NIL .-[ •-.4 ( i n n In In J IU U e. J i uan s: rIII z Inn r o -1 ) co In, }� UI I > 7 7 H , N•-1 N^!1 •. LL F N Inn 1 JP? r.l .. .i - 7• ♦ ♦ ♦Ll > .111 T. 1, 1' li ll. 7. m •n ..1 N A 1 nl N 11 "I Ir 111 A r.. 1- �l rl J In N In S •1 fJ �-J H I :L n C1 .i -. I .. T 1 1 � n n n -[ 1 1-• 7 t N 11 -r: 7 •• t cl O O I o' I- In n INI W t, n 'O fl 1 1 n N :; -) .1 Y. • • •7 U O• W I /- fJ ... F- - . • • w w 11 •f a IZr 1 1 t] O .J fl 111 111 .[ II a n m P1 n F N rw O rrt r, N N 11 11 It 11 11 11. • m I •[ •( •( 111 (L!1 1.1 nl J 7. • • w • . !-.l f.l .'1 a •, •( n z t_ n u U 1 1 O [] ❑ •.• > aJ ul :n In '-+ .a J J w, N '+ "• `> •[ •t I., ]' 1- Cl IL CJ I J J J J H 1] n O fSJ. .• J J 1 n noU o. I-.i U 'n ON InoP) _ u :r.a tl m •( N `( •C a '[ ~ i w i , •, �, UI :T Z 1y •-. 111 N III 7 n 111 W UI 111 111 A L7 • r) . N N j. n Ill T- fr. .• (� •t n n n N U LI In rl r] •( -+ •• r1 .+ H •-• 1-I _ •. 111 •r •t •I In Y- 1- . .J 1- f� � :• J O O n ,•( In V 7 N J . '[ YI 111 • • •• J IL •♦ J J L •' -. I W n •'1 -J a :: '[ A 111 rr. C.1 _J 19 •1 > 1.1 n n In Jul Y 13 IL 11 U U n 1 1! 11. () fl ul ul J 111 ♦ • Il 111 , IL L IL K [J W U n 17 i .� 11 rJ N 7 ) K (1 N N 2: x -♦ ry. L1 7 • N 4 n''1 J J 11 U. fr ' fl n Irl n nl n A 11. 'n v F- � 1 r': • 1 1 :' ` r :' Y. 7 . ; 'IH n n S F• J. : r• : In r I l T a tl ,-' x N 71 A a 1CJI T •t H .+ N nl J' 1 m t✓ •( • a N h A IY. 1 Z a C7 .[ N H IL a: .• f.l . > •r IL a1 nl u. rl (- m .l - VAR: I-11lUCEti ..;TE• •-�) a J•JITEO DOMIr.:O:.-:�G.%Y :P 4`. _ ❑ cVAT:7N OF AUNT C7l = :J`aAll HE1 = _.' -G 91aCK Ru7F ?iTCi ° `•'�" -- FR3VTJ3IJE'0AL HEIGHT = 5'-1: 1/2 ❑,Jv7 37_F:iCi _ -...107] - _- VES _.. 7, BAY SPACING = 14.11 _ -- - ocF (?'J3L:V; SHEE_�i; o) LOA7:V, A,,J'L ..c O = ..]C :1 SF . T: _ 7_L JE. c0. -c _ - - L.VE = PSF - No = 2SF Tic A30VE 17A05 COM'JINc7':i7H ANY,SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DES:RI3E0 BELOW: sT:ESS --- --------->FACTORS ----- -------------------------- 7ES:RIPT1�N --- :3A0 :DOES r- �r-�----- + 1.1 <--------�------- . /TniB LIVE LOAD 'd Rc7• SPECIAL LOADS 1,35,13, 0, C DEAD LOAD EP SUCTION • SPECIAL LOADS � 1,33 1,70,41,13, 0 DEAL LOAD + 91UBC diND SACK U) SUCTION + SPECIAL LOADS L,T:rA1,13, 0 UEAO LC -O+ + 91U3C MI^JD FRNT(I) + Ep c -HIS SPE::AL JA7 a/:ASE l 2 SVECIAL L3AfS :P°LiE7 1O inE ABOVE FRAME F7LLDW - - F?A`1[ SI^E TY^E SJ�p -1ST HJR'. :S' VE?7. JS Si HORL LOAD VERT '�]A�i N7Y_'iT C N CONC 3 C1ND c ) (FEE7) (Kips) (KIPS) (K -IK) C7N0 '_ J D < ] 0 NC. O0E .._-. _77c MEAS (FE_T. -v^^.203 ].0 1. 3 1:.1100 ..]00] -0.203 1 1 3 2 1 1 .. 0.209 .209 - 0.1 2 3 0-- -- 3 1 3 2 1 1 -11.1000 0.0C]0 -- _ SUn9ARY OF 7.`UNDATICN LCAOS= - - 1. 70RCE=KI75 MO"ENT=:NCH-KIPS PLIFT YERTI:AL MOMENT S:OE LCA.` COy3:NATION HORI2JNTAL HDR:2DNTAL VERTICAL :):WN (. :7J\T"cR•L7:<AISE) irJ OJT J4.d7 0.10 BA:K Sw CO27 L 1,35,13, 0, 0 6. - 7.22 -- :3, 1 _ 5.22 -- - 0.00 0.00- ._.... :,72,41,13,'0 0.65 7.59 0.]0 NT FROS4 •;OL 1,35,13, 0, 0 - 2.40 .- 7.10'--' 1,70,41,13, 0 1..24 - 3.1-g' - c.]u 1.72.1-I,i3, 0 7.14 - 1. 1:. X. F• :._.-)S _ : FSO:i ._Y L_ :.J T T L !'JMVi �0RILONTaL HuRI20KTAL VEAT I"L v=_R7ICAL OUT UPLIFT 00WN (+ :JUVTEdCLOCK:ISE7 /•"J O.JO nA:K 51-i" COL 5.27 2.40 T.22 37 - 0.00 FRC`JT S.: COL 7.1:. 2.1-0 1].46 7.58 _. v AA f. UNI �. _ _ -?3 , 7•__ �.I'SS °RO ::c !LAG .'i= 231-, SPa. BBACA "2)vT :_.. FRU. :OcwAl. •.E.+H7 = 5'-il i/. RZOF THIS FRAME 0.c:UIZE3 ^.Y FRAME .I"IES i, o. BAY SPAC:'JG = 27.7Z FT. •�^ - . 2S= 'P'J:Li'lS .00 SF T::7-4L.�:aa '-:;A- - .. _ .._.... - ;yc 19.66 PSF COMBINED 41TH ANY SPE:.AL LOADS APPEAR IV 3 LOAD CASES AS JES:RIBED BELOa: STI T-tE A:OVE.LOADS -SS DESCRIPTION -------------_-»-------------------------> S LJAD :ODES <----------------------------------- ---�- i•9G 0 GEA^ LOAD + LIVE LOA: w/TRIG RED SPECIAL LOADS � 1:'33'-' 1, 7:,+1.13. G DEAD LOAD + 91USC BIND 8ACK(1) + EP SUCTION + SPECIAL LOADS . ; 1 3 1,72,41,13, 0 DEAD LOAD + 91U?C WINO FRYT(I) + EP SUCTION + SPE_IAL LOADS 2 5PE:IAL L ACS APPLIED TO THE ASOVE FRAME FDLLJw HORZ LDA: v"ERT LOAD M09ckT THIS S?c::AL :7aD 4/:AS=- FRA`:° SiDE TYPE SU?P ::ST HORZ. DIST vcRT. :;IST (FEET) (KIPS) (KI ?S) (<-IN) GOND 1 :34D 2 C7NO 3 :OND + tlC. CODs -'DOE CoDE !EAS (FEET) 1 3 2 1 1 -::.000J 0.0000 -J.4Z0 -G.-20 2 _ 3 2 1 1 711.0000 0.0000 0.580 :.580 2 3 SUM44RY OF PDUNLA7:OM LOADS: 1. FORCE=K:?S MOMENT= I'iC'4-K-7PS S:DE LOADCMSINATION HORIZONTAL HORIZONTAL VERTICAL VER7I:AL MOMENT -. y LV DUT UPLIFT 'OWN_ (+ :0UN75RC.3CKaIS2), ^ 3A:< SW CCL i,3i,1�, 0, J - 3.90 - 9.2i� O.OJ 1,70,41,13, 0 10.92 - 14.06 - 0.30 - 1,72,41.13, O ....... 0.32 -. _ 10.10-----_ 0,00 - FRONT SW C.71 1,.5,.-, , - 3.90 - i5.0 - 0.30 _._ .-..__. _ -- - - . _ _.---__-. 1, 70, 41,131`0 1.34 - 19.00 - 0.00 _ . 1,7 ,41,13, J 13.07 - 22.96 - 0•00 L�A;)S CAN S_ ERDM ANY LCAO CA:c L= -.:S E ._'T Fu .-R.- -:R ANY L.-: :aS� SID° 10RIZONT:.L HSRIZ::ITAL vE:TI:AL vERTICAL IN OUT JPLiFT OCWN (+ COUNTc.:LO-Kd.'Sc) _... .._._. BACK SW :OL i0.92 3.90 14.06 9.21 _00 FROVT S4 C3L 13.07 3.90 22.46 :5.i0 0.30 I -f J :{ 1 111 1 r7 In ;n v 7 111 r I �n Ll .21 IL I ount LAiND OF NATURAL WEA -LTH AND BEAUTY BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (9161 538-7541 FAX: 1916) 538-2140 David Griffith DATE: March 22, 1993 119 Broadway, Suite 202 Chico, CA 95928 RE: Proposed Commercial Warehouse Dear Mr. Griffith: A -P: 021-220-023 B.P.# 93=481 With reference to the above subject, attached is: KXX] Plan check list- [ J Red marked calculations [ J Red .marked plans - Other: ACTION REQUIRED: [ ] Comply with plan check list [XXT Resubmit plans with revisions as.required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Modern Building Co. Very—rn�y yours,� i �Jo i Henr Plan Check Engineer Permit Applicant: John Kimuea Permit No. 93-481 n ' A. P. No. 021-220-023 Date: March 22, 1993 The above referenced building plans were reviewed by this office. Refer to enclosed letter which was sent to all engineers and architects practicing in Butte County. The plan check was not done due to a lack of inforamtion as cited in the enclosed letter. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 9✓'7 �, APN #021-22-0-023 Firm Name Kimura Farms Address 10557 Adeline Ave Live Oak, CA 95953 Nature of Business Nursey—Growers Contact Person John Kimura Phone # 695-2038 1. Does your business or that of your tennants handle, store, or transport hazardous materials? El NO 11 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? ONO El 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 C3 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? ONO OYES IF YES, contact the Butte County Air Pollutio ontr District (916- 1-2882) for permit requirements. c Owner or Authorized Company Representative (D BCEHD BCAPCD ?ie7 The applicant has met orrs/me'eting the applicable requirements of Section 255.05, ®25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. Varco-Pruden Buildings A United Dominion Company Built On Superior Service February 11, 1993 Modem Building Company 3083 Southgate Lane Chico, California 95927 02(- 22a - o 3 Subject: Varco-Pruden Job #WD9340250 Kimura Nusery Live Oak, California Building 47'x 151''-5" x 15' Gentlemen: Varco-Pruden Buildings PO Box 1824 Turlock, CA 95381 Tel 209 667-4951 This is to certify that the subject structure has been designed by Varco-Pruden Buildings as required by the order documents and according to the structural provisions of the 1991 Edition of the Uniform Building Code, and in general accordance to the specifications of the Ninth Edition of the AISC, and the 1986 Edition of AISI to sustain no less than the purchase order defined loads specifically as follows: Live Load 20 PSF with tributary area reduction'` Wind Load 80 MPH, Exp.. C, 1=1.0 Dead Load Weight of Material Supplied by VP Collateral Dead Load 0 PSF Seismic Zone 3 UBC Occupancy Category IV This certification is valid only for the above stated loads when properly erected on a square level foundation. The certification does not apply to and will be voided by any field modifications other than those shown on the Varco-Pruden erection drawings or approved in writing by Varco-Pruden. . Varco-Pruden has been issued a Certificate of Approval Number 636 by the Board of Building and Safety Commissioners of the City of Los Angeles as an approved Fabricator of Structural Steel. Varco-Pruden has .been issued License No. 256149, Classifications B-1, SC43, and SC -51 for General Building, Sheet Metal, and Structural Steel by the State of California Contractors License Board. Varco-Pruden is an approved steel fabricator by the International Conference of Building Officials Report No. FA -240. Varco-Pruden is also an AISC certified manufacturer with an "MB" class certification. Varco•Pruden Buildings 530 S. Tegner Page 2 P.O. Box 1824 Turlock, CA 95381 This letter of certification does not apply to the design of the foundation, anchor bolts, (other than diameter and location), or any other components not supplied by Varco-Pruden. Further, it is understood that the undersigned Varco-Pruden professional engineer is not the Engineer of Record of the overall project and is not responsible for inspections necessary to insure the adequacy of the erection of the steel. It is understood that erection of Varco-Pruden furnished items shall° be in strict compliance with pertinent documents furnished by Varco-Pruden. Design calculations are attached and are part of this certification. Sincerely, Q�dfi:5S.: N, No. COy27�;,) Peter J. Phillips, P.E. ►. Exp. 3.31-19q& Lead Design Engineer \ CSV« pJP/ss f X d 6A PERMIT NO. 3238-78B,E PERMIT EXPIRES OWNER Tom Kimura ` - CONTR. Gearge Clak & Sons, Marysville LOCATION (A.P. 21-22-23 W/S Townshap Rd., first drive N.of Butte- F. Sutter Line, Gridley • a s y a a d 1 t e • 1 /Y k i 4 Temp. Power Pole ( Called PG&E Temp. Elec. Serv. ?9 Called PG&E x Temp. Gas Serv. Called PG&E "u JOB FINALED (Date) (Signature) 1 Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS Ald_ p 2L- a .91 re A- d :( •✓rsc ar (NOTE: An entry must be made on this form each time you visit the job site.) a i � COUNTY OF BUTTE —. DEPARTMENT OF PIUBLIC,WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms r Parapets 1st Floor Main' Idg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing EL CTRICAL M asonry Wails Throat I Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS : Motors y�y Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS Ald_ p 2L- a .91 re A- d :( •✓rsc ar (NOTE: An entry must be made on this form each time you visit the job site.) a i � COUNTY OF BUTTE — DEPARTME-?4T•Or PUBLIC WOR 7 County Center Drive — Oroville, California 95965 Tel epfpme: 534-4541X2Sf APPLICATION AND PERMIT • BUILDING • Owner FT OCC. BUILDING VALUATION au Mailing Address W Telephone No. Contractor ' Mailing Address L ' Fireplace Total Valuation � F V D Telephone No. Permit Fee ,0 Building Address � ,Q w a• Plan Checking Fee Penalty , Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE J$3.00 Each Trap 1.50 a Repair drainage or vent piping 1,50 9 [�_, A. P. No. oZ 3 p�E�� /� g r Water piping 1.50 Each gas water heater or vent 1.50 s a n Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 Parking Parcel EOA Plans Declaration Parcel Ma 60' R/W Improv is Each additional outlet .30 Building sewer 5.00 , //'' Bldg. Pl&'rR.ecl Parcel Approval PI Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 3,0() b 600V OR LESS 0 Main service 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ 'Others Main service EA. ADD -L 100 AMP 2.50 j Main service OVER 25.00 100 AMPP O OR LESS Main service EA. ADD•L 100 AMP 1,00 NEW OR ADDNST X ADWECCLBLDGS,LING CCUP. 5i) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: 0-Ct) Y_a le, SO -A s NEW CONSTRBRANCH NON.RESID (MULTI BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS 9 . NON-RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTURES g L11 FIXED APPLNS. OR Ex. Occup.�0 NLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.2%Z95(ia Classification Mise. Wiring 6.25 ` O ' YS 10,Q 0 ,010 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ �- $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ®I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑1 certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ , OD TOTAL PERMIT FEE $ autnonze representatives or the county or butte to enter upon me above-mentioned property for inspection purposes. X OaO6 /VJJtiJ Date 16 19129 Signature ofl^P�ermitere,or Agent IF �er Receipt No. � r / 71 '7 0 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR F P BLIC WORKS il lding permit expires Date 6 —Zlo -7 9 r r - 4 Building Inspection 7 County Center Drive Oroville, Ca 95965 June 12, 1978 - Dear Sir: I authorize Carol Novak to sign for me concerning the permit for the Kimura Ranch. 9�t+ George Clark and Sons 74.63 Ames Road Marysville, Ca 95901 License No. 283956 R El . . . .. � ..,.. - " ' . . rt � Ivo lis 16 � _ ^ El . . . .. � ..,.. - " ' . . rt � Ivo lis 16 Cv/`/PLE7� PGo T f'� �F,cJ &&epee, Ex sc� w/ p/.rT,q,vct'z Ta 67'/,rr 44 4 y Fvax)o PG f A/ — ,0/1f GOG. GoG S'� �T4's �ietitJ rdoP'ls� i B,��ci�fJ6, — ,AEtYe�'i✓��+6'T S © G.�T'�'✓fL �fi�/�fG yam'/S ft 4F PA® MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE ` Bldg. Permit # OWNER 1C//`�y�ii A. P. # 2 / — 2 -z 3 A. GENERAL ��� eG 'ofC .1! Zoning requirements (sideyards, parking, special conditions). .•aluation. Signature by R.C.E. or Architect (if required). Calculations. improvements and drainage. - Complete plot plan with dimensions, easements, other buildings, and other pertinent data. B. OCCUPANCY REQUIREMENTS 1. Building use 2. Type of construction / 3. Building floor area sq.ft. 4. Total allowable floor area A V00 sq.ft. Basic allowable floor area Ay4w sq.ft. Basis for increase Occupancy Class oe Fire Zone 3 Occupant load i� Additions, alterations, and repairs exceeding 50% (Sec. 104). Compliance with occupancy group requirements (Chapters 5-13). 6,'/r -x-00, &Y V.4'. Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). >K Attic separations (Sec. 3205). / Ventilation and special hazards requirements (Chapters 6-13.). Fire extinguishing systems (Chapter 38). X4,' Mechanical code requirements. �estaurant Act requirements. moke detection system. C. TYPES OF CONSTRUCTION REQUIREMENTS ..1,! Fire retardant roof coverings (Sec. 1704). Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec. 1716). Detailed types of construction requirements (Chapters 18-22). Proper roof pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 3204). Roof drainage (Sec. 3207). Skylights (Chapter 34). Stages and platforms (Chapter 39). Interior wall and ceiling finish (Chapter 42). Fire resistive requirements (Chapter 43). Wall and ceiling coverings (Chapter 47). Glass and glazing (Chapter 54). Human Impact (Sec. 5406). .r MULTIPLE FAMILY AND CONNiRCIAL PLAN CHECKING GUIDE (continued) D. STAIRS EXITS AND OCCUPANT LOADS I - Number of exits, width and locations (Sec. 3302). ,o2! Doors (Sec. 3303)'. ,3! Corridors and exterior exit balconies (Sec. 3304). Stairways, rise & run, width,.winders, and construction (Sec. 3305). Horizontal exit (Sec. 3307). Exit and smokeproof enclosures (Sec. 3308 & 3309). /l. Exit signs and illumination (Sec. 3312). Exits for occupancy groups A-E (Sec. 3315-3319). PAGE 2 ENGINEERING REGULATIONS DESIGNQUALITY, MATERIALS AND DETAILED REQUIREMENTS t2orComplete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. �! Energy design, calcs, and necessary details (State law). i3" Veneer (Chapter 30). Chimneys and fireplaces (Chapter 37). Engineered plansif required. `5! Plastics (Chapter 52). Excavation and grading (Chapter 70) - not adopted. Continuous or Special Inspection (Sec. 305). Factory or other certification. �3! Soils or compaction data. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS (�5/ 7 County Center Drive, Oroville, California 95965 PHONE: 916-534-4541 4EO y'E CL f,tiCS'O�V S'' DATE 7 2 7 9 �F►ES' ,P,o . RE: frq,2Ysvicc E/. cof . With reference to the above subject: Attached is: Application for permit Typical Plan Sheet Building Plans. Mobile Home Sheet Engr. Calcs. List of Codes Enforced OTHER / / We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ Certificate of Workmen's Compensation Insurance, or check exemption statement. Contractors License Law information, or check exemption statement. Letter authorizing signature of Complete plans, in duplicate, including plot & floor plans and complete structural details. Plot plans in duplicate. Structural details in duplicate. Complete plans, in duplicate, prepared by registered civil engineer or architect. —.)C_ Engr. calcs. Two (2) sets of.plans in accordance with changes marked in red. Sanitation approval from Butte County Health Dept. 695 Oleander Ave.. Chico - 7 County Center Dr., Oroville. Skyway & Elliott Rd.,Paradise Planning approval, i.e., use permit, variance, rezoning, etc., from Butte County -Planning Dept., 7 County Center Dr., Oroville. Improvement Plans. Parcel declaration recording data. Verification of access or right of way by deed. (Recorded copy) Verification of legally created parcel by deed. (Recorded copy) Deed -for right of way. Parcel map recorded. OTHER As soon as we receive the above data, we will process your application, or, should you have any questions concerning the above, please contact this office. Yours very truly, CO SGOT PLI�,t/ k!/D/%JAS' /SCG. Clay Castleberry Director of Public Works To rY A-tr Coe. 400101trll*4 S' f .r 195e lye_ J.F. Glander JFG:dd/y&"7Y*6W Xle Assistant Director �t�GK �RoP�e�/ms`s, OF ✓ . r4C/2 3/��� i i I _� i a, I i � I _� C .. � i .. -, i .. — i �I.� tl,. I i ., �. I i � �. 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