Loading...
HomeMy WebLinkAbout025-150-0081-17 t MASONRY WALLS N E- S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls ,Ceilings COMMERCIAL 025-150-008 PERMIT#95-0532 BANES RANCH, James 1126 Hixson Ave., Biggs � New Office/Stg F I JOB FINALED Date K-1 Signature N` CERTIFICATE OF OCCUPANCY ISSUED (Date) 4 Signature. y V=OK O=Not OK - = Not Applicable ' =Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s I Date Report t ain; Soils-Ufer Grid.-Ftg. D pth old Down s-Bolts-Str -Emb ent-Hair Pins 4. Concrete -PSI -Ce SP. Loc. %S' 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf Steel -Grade -Placement ab; Steel -Wrapped -Wire Mesh 8. Pier Steel 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 T�� Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Lkliter Pipe; Test & Anchor -Nail Protection' D.W.V.; Test -Fittings & Anchor -Nail Protection 44--Smks-Floor-Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations 7 !� Date Card B-1 Date Card B-1 Date Card B-1 •Date 'Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ' 37. Attic Access & Platform if Furnance in Attic 38. Ii.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers .z - `,Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM Plans OK except #'s 40,`Sil.roper Material & Anchors -Hold Downs f421Be ng . alls over Girders & Floor Nailing thar'Droe§top in Walls (rat proof) ire -Stops; Furred Ceilings -Stairs -Chases 45e,Headers & Beam -Size & Bearing -Support Fix. Chord Splice J%,KRio Access; Size & Romex Protection -Draft Stop -Ins. Baffles cert. -Placement -Supt Idings-Purlin-Girders Line Firewall & Opei s -Handicap Access 5tays tdth-Headroom-Rise-Run-Landing-Fire Protection ywo on Roof Overhang -Attic Vents -Rafter Outriggers §A -Tiding -Nailing Veneer - cco-Mesh-Drip Screed -Fd. Vents-Underflr. Access. W. Glaz Area -Glass Protection -Skylights -Plastic -Fire Port. hear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date �jCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL(Plans) OK except #'s ­617Ext. Steps -Door & Sidelight Protection -Landings - --64. Exits -Size -Number -Placement 6_�ace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6§: 5p rin klers-Placement-Test Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. tI' . Trim & Subpanei; Breaker Sizes & Labels J%�Stai�s & Rails !K. •Iandicaii-Door Levers -Fin. Floor V1 %71. Elae.'Outlets at Wood Panel:'Int. & Ext. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection ,` P1b., Elec. & Mach. Equip. Listed for Location 4lation- Foam- Looked in Attic Yes 7§_fauard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage 8 Wood -Earth .fiance Looked under Floor 0 Yes 77.. Stucco; Brown -Finish 7§_Ae.-Unit; Disconnect, Electrical, Plumbing C 79-AFents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to ,� Openings d 80 �r<r-Well; Disconnect, Electrical, Plumbing `�yEfc`rior Elec. Trim; G.F.I. Receptacle -Underground 8 W -Site -Parking -Handicap 83. _I31ass Protection 84. Corrections from Previous Inspections as est -Meters Tagged; Gas -Electric at Sewer Connected -C/O to Grade -HD Approval Compliance Certificate -Other Certificates 8. Roofing Certificate -Fire Rating Date - ar -1 ' Date Card B-1 Date 4 d B-1 Date Card B-1 Date rd B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) ""'—""' INSPECTOR: M. Haydon PAGE NO: 1 of 1 ' Materials 5050 MESON !EEEE ..... ..... APPLIED to perform Structural Bolt Torque Testing. At the time'df'our arrival, all bolts Engineering Cohasset Road MMOL'OL' ' AMEN TESTING Testing d CA M����v�� of the bolts used for this project. Inspection 95926 bolts was 360 ft/lbs. Two bolts were CONSULTANTS Crane (91- .AM -� job at 1130 hrs. Certification 891-6025 Inspector's Daily Report PROJECT: James Banes Ranch, 3022 Larkin Rd., Biggs FILE NO: 95430 INSPECTOR: M. Haydon PAGE NO: 1 of 1 WEATHER: Clear, Warm DATE: 05-19-95 Arrived at the job site at 1000 hrs. to perform Structural Bolt Torque Testing. At the time'df'our arrival, all bolts had been installed and tightened. Three 5/8" diameter and three 3/4" diameter A325 bolts were tested with a Skidmore -Wilhelm devise to determine the .job test standard torque. The six test bolts were selected from excess stock on the site and were representative of the bolts used for this project. The average test standard for the 5/8" bolts.was 160 ft/lbs and for the 3/4" bolts was 360 ft/lbs. Two bolts were randomly selected from each connection and tested to the appropriate torque. All tested bolts were found to be tightened to the proper torque. Departed the job at 1130 hrs. HEIDEIBERG GRAPHICS COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number ,25-0,532 for the following: �'` Use Classification Address or Location sou z ) yu" -01,a c Group VZ occupancy; Type `� construction. It is hereby certified for the occupancy described above and may be occupied. Date 72/07/95 Director of Public Works �� /_ by POST IN A CONSPICUOUS PLACE (Over) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. .r This Certificate of Occupancy shall be posted in a conspicuous place and IF not to be removed by other than the Building Inspector. COUNTY OF BUTTE -DEPARTMENT AF DEVJELOPMENTSERVICES-BUILDINGDIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT —o ASSESSOR PARCEL NUMBER 025-150-008 ZONING A40 BUILffING PERMIT OWNER JAMES BANES RANCH TELEPHONE SQ. FT. OCC. BUILDING VALUATION 1026 @ 57 58, 482.00 OWNERS MAILING ADDRESS 3022 LARKIN RD BIGGS, CA 95917 5974 @ 22 131,428.00 CONTRACTOR'S NAME OWNER IV TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE V UNIDJOWN Total Valuation $ 189 910.00 Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 954.50 ARCHITECT OR ENGINEER ANDRE14 CRANDALL LICENSE 2934 Plan Checking Fee $ 620.40 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS :u Penalty $ BUILDINGADDRESS 1126 HIXSON AVE PERMITFEE $ 1594.90 BIGGS PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7 1 7,00 49. 0 LAT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other OFFICE / STORAGE SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 5.00 TYPE OF WORK New)ff Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home I S I G W 1 20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filino Fee 20:00 Main Service a00v OR LESS ( 2ooA OR LESS / 23.00 Main Service ( 200A TO IooDA ) 46.00 4rp, 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I'll—, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. SO. OR ADDNS. ( & ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET '17 5n NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) v 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 2U I•� BAL a0 Ex. Occup. OUTLETS PLNS..OR ( ) 5.001 Temporary Service 23.0 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 10*3 50 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ - 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. wave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensatio •nsur nce carrier and policy number are: Carrier Policy Number (The above sections need not be competed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort i h comply with those provisions. X !�� . Date 9 Sig atu o licant - Owner ❑Contractor ❑Agent A A permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. MECHANICAL PERMIT Filing g Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is occCONST. B2 TYPE VN TOTAL FEE $ 1827.40 `AZ. A D. FEES IMP FLOOD X `DF PA�i�EL D x P( `D ]� H suE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for w fees have been paid. (� �� 9 By Dote I PERMITEXPIRESON Date) Receipt No. _ WHITE-D.D.S.•B.D. CANARY -ASSESS PINK -INSPECT OLDENROD-A ICANT /D/0 nATT V\ C�1 rq1� COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t v v - 916 538-754 ERMIT NO. J�, J? �,•� � 7 County Center Drive - Orovill�, Calif�rrna 95965 Telephone ( ) � �7� APPLICATION AND PERMIT ASSESSORPAACEL NUM/s 0 OWNS S ✓/C� & n c m"'NGA J1�® TELEPHOONE�r BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION 709 OWNERS MAILING ADDrS r i i �j ! /P et 6-991 9 9 a GO R5 NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSjRIJCTION LENDER ✓�(l// UNIQJOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ , 5 ARCH OR NGINEER V` ✓t ucENSE No. U /J!i Plan CheckingFee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS - Penalty $ BU4OIN0 ADDRESS � v ^ /I e' PERMITFEE $ / j cj v 9a I PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PAR L AP Solar Or heat pump water heater 23.00 Water piping 15.00 /Lj O� USEOFSTRUCTUR SF ❑ Duplex ❑ Mobilehome ❑ Other LCT S fora SPECT Each gas water heater or vent 15.00 J5 Q0 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S- TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home S G W @20.00 PERMITFEE ; 49, Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service800V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) NEW CONST. DWELLING OCCUR •OR ADDNS. ( a ACC. BLDS. ) 46.00 #400 SO. 3.52 FT. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of theproperty, ormy employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEWCONST. ( BRANCH UTLUTS ) @7.50 POWER APPARATUS ( a SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL 0 .SO Ex. Occup.FIXED ((FSI. OR (ounETS cREsID.� Fs.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Q - Contractor MECHANICAL PERMIT Fling Fee 20.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _____ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee Is Energy Inspection Fee $ occ Z Co�N�T. PE VN T TAL FEE HAZ.i D. FEES IMP FLooO c0� PARc Po HD ✓/ V ISSUE This permit is hereby issued under ttie of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Dete) ' Receipt No. �10 WHITE-D.O.S. B. . C N RV -ASS SSO :;14 -INSPECTOR GOLDENROD -APPLICANT C_ r /C_., v n l t,/ / j2,,,6 r�f- . v/oaMAN5 com? X00,0 -ss75 'tea COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA'- (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE o S3 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 complete -you have any questions pertaining to this matter, or need additional explanation, pleasSA6ntact this office immediately. APRA F -PIAT I L -S LA) a4cl,- Date4Y� 1 7;�sn pector REV 10/92 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT OWNER Proposed Building Use PLIC TIO . DATA SHEET eis Ko/)c Building Inspector 0o. 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 - ' 1. All items haeen submitted . ......................................... - 2. Plot plans, 3 sets, signed by p��,,eparer of plans. ......................... . 3. Complete plans, 3/4 sets, sign�dJby preparer of plans. ............. . 4. Engineered plans and calcs, 3 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .......................................... 6..Enetgy.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 echeckr). .... l 9. Mobilehome 04 r�Lfacturer's installation instructions, 2 sets. amM, ... . 10. Feescof $ 11. Impact fees as shown on attached schedule. .�....Tr�..+�?............ : ::: : :::: Q• r 12. California Department of Forestry plan approyaNfees. ............. . 13. Flood elevation letter yearflo00 *A,�J rnia Engineer .................. . '• ` 14. Sanitation gndp.16 la P, pt Health Department . ............ 15.i City of C..hico plumin g permit. ......... ....................... 5 �- 16. Plot plan and bus. . es`5'license��I City of Bigg / .GY...2���gS. fibril 7. Planning apWpro�7 �f r( ing: 8...Contactj6and ©e• elopm.ent abouts (A)JTp.roVergents Q0 Drainage. ...........4/wba s 5� � '.� a ' `• 19. Dfivewaye�rm it (construction approval required prior to occupancy). . . t lm�.w^'t ., Pre -Inspection request 20. ttPre=in :pectiori for required... to Building ln actor (/Date) ct 21:-Geakaors.license information. (No., Name Style, Com( �jcLatior .<y-.C?aN�i�r 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 . ............... Existing violations%expire permits. ...................................... ' Plan check list.129��5._....................................... 33. 34. Wh you.issue the VeTq�it, q�ro s as follows ¢: _ M -pwrler - ► Mail to contractor. " �y J a Y ' CJ iJ l Telephoned �i cj hotd i kup at 'office. Deliver with inspector. Other' `Parcel Creation " Acreage ��`" ` Applicant Date Copy of Haz-Mat form sent Hea'Ith Dept. Fire Dept. - Air Pollution Date Copy of plans sent. Health Dept: Fire Dept. ✓ Other Date 4A01,15 The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: issuance: (Circle new Contractor, designer, owner; was advised of above required data by phone Sets of plans on hold in File cabinet AP folder Copv - Department of Public Works above). mail Counter by _ Date COUNTY OF BUTTE - DEPARTMENT OF.DEVEIAPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 -TELEPHONE (916) 538-7541 OWNER (�Cf �V) &S Q yl u- S l Q r) e ►' t A. P. #V0Q PROPOSED BUILDING USER I' f- ISt 9 DATE ( 19s / REC. # DATE REC 1. SCHOOL DISTRICT FEESe6' 0 (g, (paid at District Office)..... 2'. SHERIFF FEES (paid at Building Department) Residential...... x unit amt. Commercial (sqft) %D0o x Q sq. ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ ,# units amt. Commercial (per sq. '1114" x =$ sq.ft. amt. 4. R CREATION D TRICT FEES (p id at 'strictOffice)......................... 5. DRAI E DISTRICT FEES (Co a t Land --Development Division) .............. 6. FIRE NSPECTION AND PLAN CHECK = $89.00...... (paid at B ilding Department) OTHER 8. OTHER At time of permit application\I was advised the above fees are required to be paid prior to issuance of the perms . APPLICANT \ DATE O.B.-1 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labpr and materials for construction of the proposed property improvement : YES NO ]. 2. I HAVELy]' HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired, the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL DATE:r` NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.R_ I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. ' Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. , If you plan to do your own work, with the exception of various trades that you plan to subcontract, you, should be aware of -the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the . entire project, and such persons are not licensed as contractors or subcontractors„then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not- carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue' Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to, secure an "ownerbuilder” building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own ' work personally. Information about licensed contractors may be obtained by contracting the Contractors State License. Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the ".Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. clrel L-` Michail C. Viea" a, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. NAMERS'6�es l� F NUMBER: tJ I SC) CSD U PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: 4'0 FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: DATE OF RECORDING PARCEL CREATION BY MAP LOT / y BOOK C PAGE 61 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES iC NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: -�—ACIZ&' A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a building setback from right-of-way/centerline of 3. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a ft. leachfield setback from 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 10. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 11. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 12. CHECK APPROPRIATE REQUIREMENTS YES OR NO OR CONDITION NUMBER. LD 12/94. C:lWP51\F0RMS.K\BLDGPERM.CLR ?t, 11 IPY OF:BUTTE MAR 23 1995 wane oeveiopment'sec.. y .?J c 'i �e n SPECIAL INSPECTION NOTE In addition to the inspections required by the Section 305, a Special Inspection is required accordance with the Uniform Building Code Section 306, Duties and Responsibilities of the Special Inspector. Uniform Building Code on this building in 1. The special inspector shall observe the work assigned for con- formance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record... All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. `'3 _ The special inspector shall --submit a final. signed _report to the- uilding- Department- stating whether the work requiring special inspection S was, to the best_ of his ':knowledge,-in.conforinance'•withpthe-approved plans and specifications and the.:applicable;workmanship provision -of this code. 4. The special inspector shall advise the contractor that Building' Department called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Department prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by Butte County Building Department. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: ❑ REINFORCED CONCRETE (TAKING OF TEST SPECIMENS, PLACEMENT OF REINFORCING AND PLACING OF CONCRETE) ❑ STRUCTURAL MASONRY XHIGH STRENGTH BOLTING ❑ WELDING ❑ BOLTS INSTALLED IN CONCRETE ❑ OTHER Re: Proposed metal building A.P. No. 025-150-008 L A N D O F N A T U R A L W E A L T H A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 536-7541 FAX: (916) 538-2140 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations (] Red Marked Plans [ J Other: Action Required: [x] Comply with plan check list [x] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required Mar. 29, 1995 Permit No. 95-0532 Should you have any questions, please don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 8:00 a.m. and 4:00 p.m. Sincerely, Michelle M. Weigel Plan Checker H cc: Andy Crandall 206 S. Lincoln St. Suite 201 Port Angeles, WA 98362 utteCount, L A N D O F N A T U R A L W E A L T H A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 536-7541 FAX: (916) 538-2140 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations (] Red Marked Plans [ J Other: Action Required: [x] Comply with plan check list [x] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required Mar. 29, 1995 Permit No. 95-0532 Should you have any questions, please don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 8:00 a.m. and 4:00 p.m. Sincerely, Michelle M. Weigel Plan Checker H cc: Andy Crandall 206 S. Lincoln St. Suite 201 Port Angeles, WA 98362 �. _ „ n �/ I r . :y �� '4 .� f i �" �. _ „ n �/ I r . :y may+ V Permit Applicant: James Banes Ranch Permit #95-0532 3/29/95 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and/or calculations as follows: / ` y� Per UPC�t� 099,, wate;; healers a not all wed in bathrooms. Per UBC 3303 (e), exits � shall not pass thro gh store rooms. Provide ternate exitin from e break room. ,ti,�. A —1112." 4 X/10 A R S — Clarify on the plans the 18" required strike side clearance at the women's restroom door. Per Title 24, section 3105A(b)3.A a clear, unobstructed opening width of 34" is required in restroom compartments when the opening is located on the. side of the compartment. X.. Clarify means of providing ventilation per UBC section 705(b) in the sorting room and the private office. XSpecify reinforcement grade on plans. XClarify difference in edge distance required by footing calcs with that shown in detail A546. &,Refer to the Permit Application Data Sheet for additional requirements. Polaris Engineering and Surveying, Inc. 206 South Lincoln Street, Suite 201 Port Angeles, Washington 98362 (206) 452-5393 FAX: (206) 457-9319 April 4, 1995 Michelle Weigel Department of Development Services 7 County Center Drive Oroville, Ca. 95965-3397 SUBJECT: Building Permit 1195-0532. Dear Mr. Michelle: In response to your plancheck, the following revisions and/or clarification have been made to the plans for the proposed Walnut Storage Building for the James Banes Ranch: The water heater will remain in the Women's' Restroom as shown. The plans have been changed to require that an electric water heater be used in order to comply with UPC Section 1309. This requirement is note on both he Floor Plan (Sheet 3) aodd Detail A/4. E1&4 6t c cl OK. — I ,�st ✓1 �` AU' - Cot E An additional exit has been added from the Break Room as shown on the r v sed floor plan, Sheet 3. Also, the mandoor on the north side of the building has been moved from the Storage Room to the General Office. This results in the General Office being the only intervening room for egress from both the Storage and Break rooms. The Women's Restroom has been widened by 6" to allow for the 18" clear at the strike side of the doorway. The required space was taken from the Men's Restroom where the allocated width at both the urinal and lavatory were reduced from 3'-01" to 2'-911. This change is shown on both the Floor Plan (Sheet 3) and the enlarged Detail A/4. The width of the opening into the toilet compartment in the Men's Restroom has been changed to indicate a minimum width of 34". See revised Detail A/4. Power ventilation units have been added to both the Private Office and the Sorting Room. These units will be powered from the same circuits as the room lighting. See revised Floor Plan on Sheet 3. The required reinforcing grade is specified (Grade 40) in note number 2 of the "Concrete Notes" on Sheet 1 of the drawings. The anchor bolt edge distance at the endwall columns will be 61" as shown in the calculations. This distance is the sum of the 4" distance from the bolts to the building._ line and the 2" additional concrete added for the construction of the siding notch. The owner will provide additional information required for the Permit Application. Please call me if you have any further questions on this project. COMMERCIAL PLAN CHECKING GUIDE (1991 UBC) _ 10/9- 'Bldg. /9_ 'Bldg. OWNER �a r�,Q. ac�� -A.-P. Plan A. �G. Zoning requirements, Planning approval. Ul."" Valuation. 3�Plans signed by engineer or architect. v. Proper description of work on application. CExisting violations on 6:Items on data sheet. W.0 �ee� Health, �V7! ,Improvements or drainage, Land Development *B: -PLOT PLAN r.-, Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Ar. Grading, fills,'drainage. f ' . Flood hazard. Permit Check;., ,Date Developer Fees, License law, etc.). approval. Special conditions on creation map, (noise, CDF, fire sprinklers, non-combust- ible, and foundations). FAU & FAS road setback.. Building or utilities across lot lines (Lot ager) e OCCUPANCY REQUIREMENTS Building use Occupancy Gr Building flo.,L 41 Ca iom Uccupant Load If p Basic allowable floor area VM0 -� sq.ft. Total allowable floor area sq.ft. Basis for increase Compliance with specific occupancy requirements (Chapter 6-12). Occupancy separations (Sec. 503). Area separations (Sec. 505). .� Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). Draft stops (Sec. 3205). .� Ventilation and special hazards requirements (Chapter 6-12). t Automatic fire sprinkler system. (Chapter 38). ,9 Fire alarm systems (09 Sections of Chapters 6-12). Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.20). .1-r. Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies X2' -- Smoke detection system. CDF or SFM Plan Review. Electrical Code Requirements (Medical Art. 517, assembly -Art. 518, other 500's) Physically handicapped requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). TYPE OF CONSTRUCTION REQUIREMENTS Roof covering requirements (Sec. 3203). i1' Parapet walls (Sec. 1710). Toilet room floors and walls (Sec. 510). Guardrails (Sec. 1712). f.� Detailed types of construction requirements (Chapters 1'r-22). 6.! Proper roof pitch for roof covering (Chapter 32). - l TYPE OF CONSTRUCTION REQUIREMENTS -Continued . _ . a' = • -,•• �.' Attic: access and ventilation (Sec. 3205).=Fa w�`Roof :drainage k07). 'tea is "' Skyligh_is (Chapiers 34''& 52) . Stages' and platforms (Chapter 39) • �I. ,Interior wall and• •ceiling finish''(Chapter 142). " �""�•- ••t � � � �' ` � '� `�' `'• ' 13: Fire resistive requirements. Walls, floor, ceilings, penetrations (Chep 43)A� �! .I Wall and ceiling"covering installatioa7(Chdpter-`47): Glass, glazing, Human Impact Safety'Glazing`(Chapter`54). Foam Plastic (Sec. 1713). STAIRS, EXITS, AND OCCUPANT LOADS <��eneral Exit Requirements -(Sec- 2 �03) (Post occ. load, etc.).. �A {�syr"- umber of exits, width an locations ec. 3303. r� l�l.'Kt A ( 3304) ) EXIT Doors Sec. '`' ��(v�95 ``'-;� C• Corridors and exterior exit balconies (Sec.,.3305). L1. Stairways, rise and run, width, winders, and construction '(Sec. 3306). , Horizontal exit (Sec . 3308) .�' =. �T Exit and. smokeproof enclosures (Sec. 3309.& 3310).,~ . Exit signs and illuminations (Sec. 3313 & 14). Aisles and seating (Sec. 3315 & 16). ; 0 r sA= PERMIT # �� " (/J 32- A. P. NO. 025 - /5D- (-)C)8 DATE:3 2 STEEL STRUCTURE PLAN CHECK LIST De4Xign Criteria Wind Speed, Exposure, Method Seismic Zone, Coefficients, RW 11: Structure Type Braced Frame Moment Frame C. Shear Wall 9 M bers Beams Columns . Purlins Girts F Roof Decking F-. Wall Sheeting Connections .6. Beam Column Column/Foundation, Anchorage Purlins/Beams �B! Girts/Columns Roof Decking /.�. Wall Sheeting Y Spec ial Items ! Bolted Connections a) SC, N, X T' to Requirements -To•T.tJ. e'f 307 A325 A490 d pecial nspection ,B' Welded Connections a) Weld Electrode b) Shop, Field, Cert. Welder c) Weld Types d) Special Inspection uctural material Specificaitons Concrete, Reinforcing Steel Members C� Bolts, Brace Rods Roof and Wall Sheeting Fasteners TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Qa- Owner Location B.H. USE ONLY Plat Plan Amchod Poor Plan Atd d Sect W B. D. / r ^ y a S- /J --,o 0 AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well i/- Clearance for bedroom mobile home. Other ° 'Tcoo Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist L/ , ( , 7'j— Date Hl :mad peon AMR. Environmentai Heatthr MAR 21 1995 FT Oroville, Caldomia HboDN AVE — — c 1 i�/�r\ DcI87n ICa IEW SEPTIC UELL SYSTEM PER 7 CGIlJfT REG'Qr LONG App�pVED Butte Counl alth Environmental — q, r —_ - _ Signature 635't SITE PLAN: I"=2001 MUM CG IA" AP. • 045-80-008 INDEX OF DRAWINGS I SITE PLAN t NOTES 2 ELEVATIONS 3 FLOOR PLAN 4 R.R. DETAILS 5 SECTIONS t DETAILS ro FOUNDATION PLAN 1 FOUNDATION DETAILS OW Aso BLECTOroC FLM BY CrAM �, W1 T t_) —{ h :� T C, ._ M CE. ITI J 1-0 j U) . •- 75 ,+ 1 i U _I le t ff T. r •: m n II a. I.I ." fli —i Q ri :-_ (-n V) - -,j k; l; le t ff T. r •: m n II countg Eutto LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538.2140 B U T T E C 0 U N T Y B U I L D I N G- D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATEA7KJL- TO: C-iz(S Ca • FAX NUMBER: ATTENTION: REGARDING: A.P. NO. pZ5 PERMIT NO._ 9-5 _ 53L SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY [✓FOR YOUR INFORMATION ONLY [ J OTHER: <:Rl "—�'k. \/oiJl SINCERELY, CHELLE M. WRIGEL PLAN CHECKER II STEEL BUILDING FOUNDATION DESIGN POST & BEAM ENDWALL FOOTING WITH SLAR Polaris Engineering $ Surveying, Inc. 206 S. Lincoln St., #201 Port Angeles, We. 98362 MANUFACTURER: BUTLER MANUFACTURING CO. BUILDING NO: D95-065696 BUILDING GRID: GRID LINE 1 (LINE 5 IDENTICAL) CLIENT: NORTH VALLEY READY -MIX LOCATION: BUTTE CO., CA. PLARIS NO; 0.65 REACTIONS FROM w ni nimrz MANI IFAI-TI =0 100% STRESS LEVEL LINE A H V LINE B H V Z LINE C H V Z H V LINE D Z H V DL 0.07 0.65 1.11 0.001 1.11 0.00 -0.07 0.65 CL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 LL 0.25 1.92 3.44 0.00 3.44 0.00 -0.25 1.92 SL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WLL -1.86 -1.94 -0.90 0.00 -3.41 0.00 -1.25 -0.39 WLR 1.25 -0.39 -3.41 0.00 -0.90 0.00 1.86 -1.94 IS 1 0.001 0.00 0.00 0.00 0.00 0.00 0.001 0.00 IP 0.001 0.00 0.00 0.00 0.00 0.00 0.001 0.00 EQ -0.31 -0.28 0.45' 0.00 -0.45 0.00 -0.31 0.28 SLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SLR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EWP 0.55 -1.30 -2.031 1.67 -2.03 1.67 -0.55 -1.30 EWS 0.55 -1.30 -2.03 -1.46 -2.03 -1.46 -0.55 -1.30 RKL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100% STRESS LEVEL CORNER 1.0 KSF MAX: 0.32 2.57 MIN: 0.07 0.65 INTERIOR 0% PER FOOT IN MAX: CONCRETE: F'c = MIN: 934 133% STRESS LEVEL 0.15 KCF CORNER REINFORCING: Fs = MAX: 1.32 0.65 MIN: -1.79 -1.29 INTERIOR J= MAX: 8" MIN: ��tt OOUNTY MATERIALS AND ALLOWABLE STRESSES: I✓ 1.0 KSF v WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' QROFESSIp DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS 934 WT = 0.15 KCF REINFORCING: Fs = 20 KSI -0.07 2.57 Nll FOf Cp��FOR J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) ��tt OOUNTY sunmm I* AMMENT 1 -0.32 0.65 0.00 4.55 0.00 0.00 4.55 0.00 0.00 0.00 0.00 0.00 1.11 0.00 0.00 1.11 0.00 0.00 0.00 0.00 1.79 0.93 -1.32 -1.29 0.00 1.56 1.67 0.00 1.11 1.67 0.00 0.00 0.00 0.00 -2.30 -1.46 0.00 -2.30 -1.46 0.00 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' QROFESSIp DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS 934 WT = 0.15 KCF REINFORCING: Fs = 20 KSI DESIGN CONSTAI N= 10 Nll FOf Cp��FOR J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) ��tt OOUNTY sunmm I* AMMENT 1 APPROVED d SLAB: SLAB THICKNESS: T = 5 INCHES ✓ SLAB REINFORCING: WWM r SPACING 6 IN. O.C:' As = 0.028 SQ. IN. WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr = 133% x Fs x As x T/2 x J/12 = 0.140 K- FT SLAB Wl 0.063 KSF EFFECTIVE SLAB WIDTH = SQRT(2 x Mr / WT) = 2.12 FT EFFECTIVE SLAB WEIGHT = WIDTH x Wt = 0.132 K/LF, UPLIFT: COMBINED WEIGHT OF PERMITER AND SLAB TO RESIST UPLIFT: FOOTING WT = Wf 0.225 KLF SLAB WT = Ws = TOTAL WT = Wf + W; 0.357 ENDWALLMr=133%xFsx TOP Asx(d-2")xj/12= EFFECTIVE ENDWALL L = SQRT ( 2 x Mr / WT) = FOR 2 -SIDES - TOTAL WT = 2 x L x TOTAL WT = BEARING: SOIL PRESSURE INCREASE FOR WIDTH = 0% INCREASE FOR DEPTH = 0% ALLOWABLE = 1.00.KSF @100% OR EFFECTIVE LENGTH OF FOOTING FROM POST BASE 100% STRESS LEVEL Mr = BOTTOM As x Fs x j x (D-3")/12 = W = SP x B/12 = L = SQRT (2 x Mr / W) _ MAX VERTICAL LOAD = 2 x L x W= 133% STRESS LEVEL Mr = 1.33 x BOTTOM As x Fs x j x (D-3")/12 W = 1.3333 x SP x B/12 = L= SQRT(2xMr/W) = MAX VERTICAL LOAD = 2 x L x W= TIES TO SLAB 0.132 KLF 6.40 K -FT 5.98 FT 4.28 K 1.33 KSF @ 133% 4.50 K -FT 1.00 KLF 3.00 FT EACH SIDE 6.00 K 6:00 K -FT 1.33 KLF 3.00 FT EACH SIDE 8.00 K f 2 57OKm FOR 90° CORNER BAR REQUIRED As = 0.050 SQ. IN. FOR #4 TOTAL OF 1 —> As = 0.200fO� 100% 133%1 GOVERNS -Z INTERIOR 0.00 1.461 1.46 @ 133% FOR 450 HAIRPIN REQUIRED As = 0.039 SQ. IN. FOR #4 TOTAL OF 1 —> As = 0.20pOFC REQ'D SPREAD FOR SLAB STEEL = 2.0 FEET TOTAL REQUIRED HAIRPIN LENGTH = 2.77 FEET' ® V7 EW 2 z�( o ANCHOR BOLT STRENGTH DESIGN CALCULATION PER UBC 2624 Fc = 2500 PSI / LAMBDA 1.0 (NORMAL WT CONCRETE) PHI = 0.65 Fs = 60 KS 07 BOLT APPROXIMATE LOAD'FACTORS DEAD LOAD + LIVE LOAD FACTOR <= 1.7 X 2'=:. 3.4 DEAD LOAD + WIND LOAD FACTOR - .75 X 1.4) 2.1 24 Vs = 13.6 K /BOLT= 27.2 CONCRETE: As = 227.8 SQ. IN. FOR EDGE DIST >= EMBEDMENT 0 At' = 0.0 SQ IN PHI x Pc 20.7 KIPS PHI x Vc .11.5 KIPS/BOLT = 23.0 KIPS TOTAL LOADING COMBINATIONS: 100% STRESS LEVEL MAX TENSION = 0.00 KIPS X'LF 0 OR; MAX SHEAR = 0.32 KIPS X LF 1.09,;OK' COMBINED CONCRETE = 0 003OK ✓ COMBINED STEEL = 070 pK 133% STRESS LEVEL i MAX TENSION = 1.29 KIPS X LF 2.709 X MAX SHEAR = 1.79 KIPS X LF 6 09 OKE COMBINED CONCRETE = 0134 ®OKti ✓ COMBINED STEEL= 0057O.Kk BRACE BAY AT 133% MAX TENSION = 0 KIPS X LF O'OKt��€ 7 MAX SHEAR = 0 KIPS X LF 0.001 K OK; �f 0 COMBINED CONCRETE = 0.000 01 1 COMBINED STEEL = 0.000`OK EMPIRE EW3 Vs = 13.6 K / BOLT = 27.2 " QCONCRETE: /As = 227.8 SQ. IN. FOR EDGE DIST >= EMBEDMENT At 0.0 SQ IN PHI x Pc 20.7 KIPS PHI x Vc 11.5 KIPS/BOLT = 23.0 KIPS TOTAL LOADING COMBINATIONS: 100% STRESS LEVEL MAX TENSION = 0.00 KIPS X LF 0 <b MAX SHEAR = 0.00 KIPS X LF 0.00'OC/ COMBINED CONCRETE = 0.000NEWS--,Z COMBINED STEEL= 0.000 C/ 133% STRESS LEVEL ✓� MAX TENSION = 2.30 KIPS X LF 4.83k = � < MAX SHEAR = 1.67 KIPS X LF 5.68 +aOK^''a COMBINED CONCRETE = 0.177 WOKs? V / COMBINED STEEL = 0.066OK� BRACE BAY AT 133% MAX TENSION = 0.00 KIPS X LF MAX SHEAR = 0.00 KIPS X LF COMBINED CONCRETE = 0.000 COMBINED STEEL = 0.000 , gK" � ,� V EW4 c� 4 STEEL BUILDING FOUNDATION DESIGN MANUFACTURER: BUTLER MANUFACTURING CO. BUILDING NO: D95-064579 GRID LINES: LINE 2 CLIENT: NORTH VALLEY READY -MIX LOCATION: BUTTE CO., CA. POLARIS NO: 95036 REACTIONS: Polaris Engineering & Surveying, Inc. 206 S. Lincoln St., #201 Port Angeles, Wa. 98362 G"'--- 0�1 Le j ✓ 100% STRESS LEVEL MAXIMUM 7.89 13.73 ®® MINIMUM 111 111, 0.00 0.00 1 11 1 11 1 11 1 11 MAXIMUM 1.75 3.23 0.00 0.00 MINIMUM -5.43 -4.08 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF © 1 .1 1 • � 1 11 � 1 11 0% PER FOOT IN EXCESS OF 1' CONCRETE: Pc = 2.5 KSI @ 28 DAYS WT= 1 11 1 11 1 11 , 1 11 20 KSI DESIGN CONSTANTS: N = 10 J = 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) 1 11 1 11 1 1!�� 1 11 111 111 111 111 1 1/ 1 11 1 11 1 11 G"'--- 0�1 Le j 102 ✓ 100% STRESS LEVEL MAXIMUM 7.89 13.73 0.00 0.00 MINIMUM 1.75 3.23 0.00 0.00 133% STRESS LEVEL MAXIMUM 1.75 3.23 0.00 0.00 MINIMUM -5.43 -4.08 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' CONCRETE: Pc = 2.5 KSI @ 28 DAYS WT= 0.15 KCF o REINFORCING: Fs = 20 KSI DESIGN CONSTANTS: N = 10 J = 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) RF1 102 0 SLAB: SLAB THICKNESS: T= 5 INCHES SLAB REINFORCING: WWM @ 6' IN. O,C. As = 0.028 SQ. IN. / FT. t WEIGHT OF SLAB. -TO RESIST UPLIFT` - 4, SLAB Mr = 133% x Fs x As x T/2 x J/12 0.140 K- FT SLAB WT = 0.063 KSF EFFECTIVE SLAB WIDTH = SQRT(2 x Mr / WT). = 2.12 FT EFFECTIVE SLAB WEIGHT = WIDTH x Wt = 0.132 K /LF S'D ALPRI„' ETS w OTiNG{/STH CK E�DSLAB *'n k•.A'rv''` S' a, me INA OR ' .. 'y�s ,.p �v` i. ��i i,'a�'��r�'� i.'kl'� `r'���" d�➢'�yt e=.• c �5'" t. A a' 4: `.- -. �+ �r� t�� �x``�S" r : £� ,. ij.� yt:.JAY1D.YS,'C.`tsin.S,.fm�.'�.+`f� xt y a + ; S4S e i s e e t' t u• a RENFORCINGTOPcY�� TOTALOFr' f, �1 TOPAs020S�Q IN#: ' �° `BOTfOIvI��!�r#4TOTAL COMBINED WEIGHT OF PERIMETER AND SLAB TO RESIST UPLIFT: FOOTING WT = Wf = 0.150 KLF SLAB WT = Ws= .. 0.132 KLF TOTAL WT = Wf + Ws = 0.282 ' PERIMETER Mr =;133% x Fs x TOP'As x (d 2") x j /'12 = 4.00,K -FT EFFECTIVE PERIMETER L = SQRT (2 x Mr/ WT) 5,32 FT FOR 2 -SIDES - TOTAL WT = 2 x L x TOTAL WT3.01 K • �' 5, iay s F a.�,A.r�.w, .. :', r 1<� :; .?5 , 4 � u � e � . F2E1NFnORCIN� d; �v.TsP a�� :; kY #4TOT�4LOF,+� ��{b4 TOPAS .a; 0 SO�SQ IN 4r� Ni, z�� BOTeTOM 4 ��•f, k #4 TOTALS OF r � '� �" � ��+�.�'��,�,��..�,.s,�.��.�,..:>�,,.�...„�...�.�,,;,� _� „ c,,,,.i��4s,, ,ty'4, :�,BO��,��nZ� 0.8fl SQ ItJ ,� ..:. x�����:.,. �; •� WEIGHT: FOOTING 4.80 K i SLAB AT FOOTING = 0.79 v OVERBURDEN @ 120 PCF = 0.00 PERIMETER FOOTING AND SLAB = 3.01 TOTAL DEAD WEIGHT = 8.60 K { •' UPLIFT: SIDE 100% 133% GOVERN LEFT • 0 -4.08 4.08 RIGHT 0 0 0 OK a BEARING: AREA = 16.00 SQ. FT. INCREASE IN BEARING FOR WIDTH = 0%. i INCREASE IN BEARING FOR DEPTH = 0% `• - ,ALLOWABLE SOIL PRESSURE = 1.00 KSF @100% 1.33 KSF @ 133% . LOADS:: SIDE 100% 133% SP @ 100% SP @ 133% -LEFT 13.73 3:23 0.86 KSF 0.20 KSF RIGHT 0 0 000 KSF 0.00 KSF . x F. yr ?� r s�>.iz�.�'4r F•i �K47�tT n�N �:�awe ;e:���KsQ4RT� >``�,.ss,.,�..,��,,..;� .OK G�RTzu��.;�,,.t, „, Y,� i • RF2 BENDING STRESSES IN CONCRETE AND REINFORCING: CANTILEVER FOOTING LENGTH = U2 = POSITIVE MOMENT = SP x W x 1_12/2 = P = 0.12% K = 0.1543 Is = 7.8 KSI FS = fc = 120 PSI fc = 3.00 FT 10.30 K -FT @ 100% J= 0.9486 20 �.bl`cc 1125 NEGATIVE MOMENT DUE TO PERIMETER FTG = 4.51 K -FT MOMENT DUE TO FOOTING WT = 3.60 K -FT TOTAL NEG. MOMENT = 8.11 K -FT P= 0.12% K= 0.1543 J = 0.9486 Is = 6.1 KSI FS = 20 SOK; fc = 94 PSI fc = 11250,,1 HAIRPIN ANGLE AT TO SIDEWALL = 45 DEG TENSION TO SLAB: SIDE 100% 133% GOVERN LEFT 7.89 1.75 7.89 RIGHT 0 0 0.00 REQ'D As = 0.28 SQ IN TOTAL = 0.14 SQ IN/LEG STEEL: #4 TOTAL OF 1 —> As = 0.20OK "f REQ'D SPREAD FOR SLAB TO TIE FRAMES = 14.1 FEET TOTAL REQUIRED HAIRPIN LENGTH = 19.92 FEET RF3 v �c� 1.0 r.. i ANCHOR BOLT STRENGTH DESIGN CALCULATION PER UBC 2624 Fc = 2500 PSI t LAMBDA= 1.0 (NORMAL WT CONCRETE) PHI = 0.65 Fs = 60 .KSI (A-307 BOLTS) APPROXIMATE LOAD FACTORS DEAD LOAD + LIVE LOAD FACTOR — 1.7 X 2 = 3.4 c DEAD LOAD + WIND LOAD FACTOR — .75 X 1.4 X 2 = 2.1 Vs = 24.8 K / BOLT = 99.2 " CONCRETE: As = 670.5 SQ. IN. FOR EDGE DIST >= EMBEDMENTOKµ At = 16.0 SQ IN ' PHI x Pc = 63.1 KIPS PHI x'Vc = 20.4 KIPS/BOLT = 40.8 KIPS TOTAL LOADING COMBINATIONS: LEFT SIDE MAXIMUM AT 100% MAX TENSION 0 KIPS X LF 0 �OK� �.:• MAX SHEAR = 7.89 KIPS X LF = 26.83 COMBINED CONCRETE = 0.66 STEEL = VlOBMECOMBINED 0.07K. h ' LEFT SIDE MAXIMUM AT 133% MAX TENSION = 4.08 KIPS X LF := 8.568 OK'�`7� MAX SHEAR = 5.43 KIPS X LF = 11.40,g,-' COMBINED CONCRETE = 0.15llg03 COMBINED STEEL = 0.02 SOK BRACE BAY AT 133% MAX TENSION = 3 KIPS X LF = 6.3 MAX SHEAR = 5 KIPS X LF = 10.50 �YOK� COMBINED CONCRETE = 0.12OK / COMBINED STEEL = 0.01 IMAK R VVV 13 -Mar -95 11:02 AM RF4 r, 3 Polaris Engineering & Surveying, Inc. JOB # gUP 206 South Uncoln Street Suite 201 DATE Port Angeles, Washington 98362 (360) 452-5393 FAX (360) 457-9319 SHEET -ft --OF to �10b p� O. roz y I Z y �• �.� I,o IL• Z p�� 1 Orr i Zo•Z2-,oZ? 4W- 22.5 5� � j8, ED �I cro, cIPD x g - 0. 40 LT'S GAF U = o 2 i - IL gab w Z - SECTION PROPERTIES ' available as puffin .only `•Cb=1.0 BUTLER Z -SECTION PROPERTIES BLDG. DESIGN >- - I CRITERIA Hauer Manufacturing Company Form No. 3555W-9-85 Printed In U. S. 0. Butler Building Products are constantly being Improved; therefore, the Information con. © 1983 tained herein Is subject to change without notice. Before finalizing project details, con• tact your nearest Butler Builder* or Butler Manufacturing Company for latest Information. 61�- EFF DEFL Form SECTION SIZE B (In.) L (In.). Fb (KSI) AREA (In 3) Sx (In 3) Ix (In.4) Rx I (In.) Ry (In.) Factor 0 Sxc Cbdlyc D T PURLINS and GIRTS 8.0 0.060 2.625 0.750 31.438 0.859 2.02? 8.350 3.118 1.275 0.593 0.611 8.0 0.061 2.625 0.750 31.644 0.873 2.061 8.485 3.117 1.275 0.601 0.611 8.0 0.068 2.625 0.813 32.925 0.989 2.363 9.523 3.117 1.300 0.643 0.597 8.0 0.080 2.625 0.875 32.423 1.150 2.782 11.130 3.111 1.295 0.709 0.601 8.0 0.089 2.625 0.938 33.000 1.288 3.112 12.448 3.109 1.318 0.733 0.589 8.0 0.099 2.625 1.000 33.000 1.442 3.477 13.908 3.106 1.342 0.759 0.579 8.0 0.107 2.625 1.062 33.000 1.569 3.778 15.111 3.104 1.366 0.779 0.568 8.0 0.120 2.625 1 1.125 33.0001 1.769 4.246 16.985 3.009 1 1.387 0.809 1 0.558 9.5 0.060 2.750 0.750 28.801 0.979 2.667 13.104 3.659 1.328 0.513 0.580 9.5 0.064 2.750 0.813 29.709 1.043 2.872 13.951 3.657 1.326 0.543 0.584 9.5 0.069 2.750 0.813 30.702 1.132 3.160 15.149 3.658 1.351 0.567 0.570 9.5 0.071 2.750 0.875 31.062 1.165 3.264 15.573 - 3.657 1.350 0.581 0.570 9.5 0.074 2.750 0.875 31.567 1.222 3.444 16.359 3.658 1.375 0.587 0.560 9.5 0.079 2.750 0.875 32.329 1.284 3.600 17.098 3.649 1.320 0.637 0.582 9.5 0.082 2.750 0.938 32.745 1.332 3.731 17.722 3.648 1.319 0.650 0.582 9.5 0.084 2.750 0.938 31.237 1.364 3.818 18.137 3.647 1.313 0.659 0.582 9.5 0.091 2.750 1.000 32.022 1.487 4.162 19.772 3.647 1.342 0.677 0.572 9.5 0.098 2.750 1.000 32.704 1.611 4.510 21.421 3.646 1.366 0.695 0.562 9.5 0.102 2.750 1.062 33.000 1.676 4.685 22.253 3.644 1.365 0.707 0.562 9.5 1 0.120 2.750 1.125 33.000 1.979 5.515 26.195 3.638 1.384 0.747 0.553 ' available as puffin .only `•Cb=1.0 BUTLER Z -SECTION PROPERTIES BLDG. DESIGN >- - I CRITERIA Hauer Manufacturing Company Form No. 3555W-9-85 Printed In U. S. 0. Butler Building Products are constantly being Improved; therefore, the Information con. © 1983 tained herein Is subject to change without notice. Before finalizing project details, con• tact your nearest Butler Builder* or Butler Manufacturing Company for latest Information. 61�- NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for'Non-Heated and/or Non -Air Conditioned Buildings owner of the. building - to be constructed -as a (p -lease print) �tC�°/ol�Qg2, Sohr'H under at (bldg.permit no.) (location) c-MmIx-'S l*iUL_'S , 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 future,'that I will be subject to -the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it maybe nece.ssary to redesign and/or alter (1) the bu-ilding 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 Bu Mailing Address Telephone No.�� %� NON-RESIDENTIAL BUILDPiGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, Jayn2-viPS , owner of the building to be constructed as a (please print) under 9S—OS3�) at (bldg.permit no.) (location) ��P �� I X5c`►t %'iV`2 • �t d C , 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 future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Building Owner` Mailing Address '50a a r Telephone No. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 75",05-:�Q A P N 025 --AT "a0C�l Firm Name dAMEY /fit/11 t?aiych Address Nature of Business -5;;�Yzm )lir 9 Contact Person #4/1_--C Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? IR'N O El 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? 0'NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916xM1l!Rfql for a review of the project. 3. Is the business/facility/operation scch of site? O NO OYES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, f,uume , vapors, or other volatile compounds? U'NO El YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company RepresentativeA�0�� r s (Si azure) (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 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. ��'� T�nr'!.'r'.r •''.+..«.arv+rysy�...•,^w..,ye,e`ia,.i'S'.fA1:�NwKr.^cY�•�,q�.�S3i`,; �SC"�S`{�'i�'71r+31'!�'i.°!i("Ati.I!f!"y1,!^^,'..r•,•,.^."�**`:r'w...y+a��,••'.""'r....:.''-�C!(+w rs-..r.,-' �Y.i��-, .BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department artment No. A.P. Number '%8-()08""Jurisdiction 0 ` City F\71 County Property Owner tro M -r- C7 a n e S A0 P? C Y l Property Location/Address 1 son V 2VV I S Subdivison Lot No. Residential Development 0 0 0 Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial Ae 0 Sq. Footage Q Addition (Including Exterior Roofed Arenas)) 1/ / . / Building Department -e esentative Date (Floor Plans. reviewed by School District Personnel) District Identification No. G� School District certifies that V."5 (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 19f by payment of $ �--" representing square feet.. Check here if fee received represents "Full Mitigation". School District -Re" resentative D afe Paid by Check # Remarks: Bank Number Paid by Cash IT, suosequent to the 5cnooi uistrict Hepresentative 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) feetormmkl (a/ea) evr�ER Butlet• Mannfactut•ing Company 7440 Doe Avenue Post Office Box 1590 Visalia, Califootia 93279-1590 Phone: (209) 651-5355 March 3, 1995 Andy Wood 70'x100'xl8' LRF 1/2:12 North Valley Ready -Mix James Banes Chico, CA Biggs, CA BMC ORDER NO. 04-065696-1 BUILDER NO. 95-22 To Whom It May Concern: Please accept this letter as our certification that the Butler Mfg. Co. (an AISC Class MB Certified Fabricator) components of the subject building, when ordered in accordance with Butler standards, will be designed in accordance with the 1989 Edition of the AISC Specification for the Design,.Fabrication and Erection of Structural Steel and the 1986 Edition of the AISI Specification for the Design of Cold -Formed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic Data as published in the 1986 Edition of the MBMA Low Rise Building Systems Manual. Loads applied to the subject building are in accordance with the 1991 Edition of the Uniform Building Code. The subject building is designed to carry a basic roof live load of 20 pounds per square foot and a collateral load of 0.0 pounds per square foot in addition to the dead load of the structure. Components are designed for reduced roof live loads in accordance with Section 2306 of the Uniform Building Code. Roof live load for each component is based on the following schedule Tributary Loaded Area (Sq. Ft.) Design Live Load (p.s.f.) 0 to 200 20 psf 200 to 600 16 psf Greater than 600 12 psf The building is designed for a basic wind speed of 80 M.P.H., exposure factor "B" applied in accordance with Section 2311 of the Uniform Building Code. The building is designed for Seismic Zone 3 in accordance with Section 2330 of the Uniform Building Code and importance factor 1.0. Load combinations are in accordance with Section 2303 (f) of the Uniform Building Code. These Butler Components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements. The design of this building for wind load assumes that doors not supplied by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of material not furnished by Butler Manufacturing Company. Components for this building will be produced in one or more of Butler Manufacturing Company's facilities located in Annville, PA, Birmingham, AL, Galesburg, IL, Laurinburg, NC, San Marcos, TX and Visalia, CA. All listed facilities are Category MB certi i erican Institute of Steel Construction. Cor ally yo ` A r rn awn J. Ha datr P. E .+ i Project Eng ee C 34763 ITE COUNTY cc:File MDA SJH:"jel vN , MAR -20-1995 11:20 FROM BUTLER VI80LIA TO Butter Manufacturing Company 7440.Doe Avenue Post Office Box 1590 Visalia, California 93279-1590 Phone (209) 651-5300 i March 20, 1995 Andy Wod North alley Ready -Mix Chico, CA 919163455046 P.02/02 701x1001x18' LRF. 112:12 James Banes Biggs,.CA BMC ORDER N0. 0.4-065696-1 BUILDER N0. 95-22 To Who4► It May Concern: .Anchor bolt details A503, A534, A535, and A546 all have 112" thick base plates: i i Q�Of ESSI� all Sham J Project I cc:Fil* SJH:jel � M.�Ry.+i�t�t.gwVSM.e�l�t-•Jr-rw; wig. .. .. xr� •,Wt .., �. JAY,y9 erg, ern CM3 P ,;, . TOTAL P.02 rA % _. GENERAL NOTES I. Construction shall conform to these plans and all applicable codes and local ordinances including the MIN Edition or the Uniform Building Code. 2. Steel building shell shall be designed by others to UBC and MBMA to, 2. Manuracturer shall provide shop drawings and cal- culations as required by local building department. w Minimum Design Loads: Ceiling Framing: 10 par (No storage above ceiling) Roof Live Load: 20 per with decreases For area ae allowed by UBC Table 23-C. Wind Load: 80 mph / Exposure 'B' 5etamic Zone III 3. All exit door shall be operable from the Inside without the use of key, special knowledge or effort. 4. Special Inspection will be required for all high-strength bolting of steel frames as required bu UBC -.Section 306. Special Inspector, Inspection procedures and reporting procedures shall be approved by the local building department prior to construction. CONCRETE NOTES I. Concrete shall be a commercially available transit- mix properly 2 proportioned and delivered to the site In ready -mix trucks. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other FLOOR PLAN locations. Slump shell not exceed 4". Curing compound shall be sprayed 4 on all exposed surfaces Immediately after final trowelling. 2. All cement shall conform to ASTM Standard C-150. All aggregates shall SECTIONS 4 DETAILS conform to ASTM Standard C-33. All reinforcing bare shall conform to I&FOUNDATION A5TM Standard A-615 (Grade 40 unless specified otherwise). ~ 3. Concrete shall have a minimum 25 -day compressive strength or 2500 psi, FOUNDATION DETAILS and shall not contain less than 5 eaeks of cement per cubic yard. 4. Splices In continuous reinforcement shell lap a minimum of 32 bar diameters or as noted. 5. Unless shown otherwise, the minimum concrete cover for reinforcing shall be 2" except when concrete is to be placed directly against earth where it shall be 3" 6. All anchor bolts shall conform with ASTM A-301. CONCRETE 81 -AB CONSTRUCTION I. Concrete slab as shown on the plans Is the minimum thickness and reinforcing required for atablllty of steel building and le adequate For normal commercial use Including light vehicular traffic. If heavy loading from stored materials, equipment including trucks, forklifts or stationary equipment Is anticipated, slab thickness and reinforcing should be Increased. 2. Gravel base shown Is to provide structural base for slab only. No provisions for preventing groundwater Infiltration or dampness of the slab are included. If building use will be such that slab must be dry at all times, damp -proofing with pea gravel base, vlsqueen and 2" sand topping Is recommended. 3. Crack control Jointing shown may be altered at the contractors option provided the Joints are spaced at approximately 25' Intervale In both directions. The maximum spacing shall in no case exceed 30'. 4. Crack control Joints may be made by either embedding an approved insert such as Zip -Strip or Key-Kold In the concrete or by eawcutting the concrete as soon as practicable after placing. IF sawcut Joints are to be used, special care must be exercised In placing reinforcing and cutting Joints to ensure that no reinforcing to cut. 5. Unless specified otherwise, reinforcing shall be continuous through the Joints. ELLCTMCA.L , I`1iEi;l-1AMCAL, PIDPILUMPPM CONSTRUCTION ( NOT l,—AjN ClAIECKED ) 5Pd'LE. C01 PLP wiTri CURRENT Ems" OF NEC, UMC AND UPC. r ',4•f SOIL NOTES I. Foundation design Is based on: Soil Bearing Capacity: 1000 par (Class 5 Material) 2. All Footings except where noted otherwise on plane shall be set at least 12" Into undisturbed earth or certiried compacted fill. 3. Any unusual soil conditions such ae organic soils, clay pockets or uncertified rills shall be brought to the attention of the engineer prior to construction. WOOD FRAMING NOTES 1. All framing shall be Douglas Fir (North) as follows: a. Studs, cripples and miscellaneous vertical framing shall be stud grade or better. b. Joists and rafters shall be No. 2 or better. c. Headers and beams shall be No. 2 or better. 2. All plywood shall be Douglas Fir or the grade, index and thick- ness specified. Plywood shall be manufactured and Installed according to APA Specifications and Requirements. 3, Holes for bolts shall be the bolt diameter plus I/16". 4. All bolts, threaded rod and lag screws shall be tightened on Installation and retightened before closing in or upon com- pletion of the Job. 5. Wall sole plates shall be 2x pressure treated lumber attached to the concrete slab with 0.144"0 x 3" shot pins at 32" O.G. Each plate section shall have not less than 2 shot pins with one pin located within 6" of each end. 6. All nails for structural work shall be common wire nails as Indicated on the plane or ICBO approved mechanically driven Fasteners of equivalent holding strength. Nall size and spacing shall be as required by UBC Table 25 Q and as specified on these plane. 1. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal width or at least two Inchee or be supported by sheet metal connectors as manufactured by Simpson or aqua I. CODE ANALYSIS PER 1991 LIB.C. OCCUPANCY GROUP- 132 TYPE OF CONSTRUCTION: IVM LOCATION ON PROPERTY: 20' SETBACK TO 60' ROW 0 NORTH 290' SETBACK TO PL AT EAST 20' MINIMUM SETBACK 11104: SETBACK TO PL 0 SOUTH REQ'D FOR UNPROTECTED 266 t' SETBACK TO PL * WEST EXTERIOR WALLS FLOOR AREAS PROPOSED AREA ■ 1,000 SQ FT. ALLOWABLE AREA ■ 8)000 SQ. FT. HEIGHT : PROPOSED HEIGHT ■ IW't MAXIMUM ALLOWABLE HEIGHT ■ 40' NUMBER OF STORIES: PROPOSED = SINGLE STORY ALLOWABLE : 2 -STORIES OCCUPANT LOAD: 11 N WALNUT STORAGE AREA * 1 PER 500 SF. 3 N SORTNG ROOM e I PER 200 Sr-. b N OFFICE AREAS a I PER 100 S.F. 19 N BREAK ROOM a I PER B SF. _ 39 TOTAL OCCUPANTS '�Mlll , Y WILDING TO COMPLY HANDICAPPED REGULATION'S, - HIXON'AvE. - 635't ° I%EXISTING WELL NEW SEPTIC / SYSTEM PER PROPOSED COUNTY REQ'5 BUILDING I I u:, This set of plans and specifications & kept on the job at all times and it is uni, �plake any changes or alterations on some written permission from the Department Works, County, of Butte. NOTA: --All Materials & Workmanship Shall Be lib tccarqual;fy rdance with. Recognized Good Practices aq+d prescribed for file Specified use in the Uniform Building, Plumbing $r Mechanical Codes O'kd the Motional Electrkal Code. 635't SiTE PLAN: 111.=2001 81111E COUNTY A.P. • 025-150-008 INDEX 0>= DRAUJiNC�S 1 SITE PLAN 4 NOTES 2 ELEVATiONS 3 FLOOR PLAN 4 R.R. DETAILS 5 SECTIONS 4 DETAILS I&FOUNDATION PLAN _ a FOUNDATION DETAILS s� bEE ALSO ELECTRICAL PLAN BY OTFERB BUTTE COUNTY DEPARTMENT LA PPR V/ XF_ � 9s �Z�7r1cx- A55 GRAVITY ROOF VENTS CONTINUOUS GUTTER H H H 11 H i! ii H H il H H 11 11 11 5 1! il l! 11 11 11 1! Ii l 11 11 III11 11 11 1! 11 11 li 11 11 ll 11 11 [1 11 11 11 11 11 11 11 11,11 11 11 11 1111 17 1111 11"ll 1I 1 BUTLER CORRUGATED STEEL ------------ ROOFING WITH ZN-AL FINISH CONTINUOUS GUTTER H H H 11 H i! ii H H il H H 11 11 11 5 1! il l! 11 11 11 1! Ii l 11 11 III11 11 11 1! 11 11 li 11 11 ll 11 11 [1 11 11 11 11 11 11 11 11,11 11 11 11 1111 17 1111 11"ll 1I 1 i ------------ i t i l !! Ii�j ( t ' CLIE NT:- NORT14 VAL.LEY WEADY-MIX-ACiRl-SYSTEMS 11 THREE SEVERS LANE 041CO, C.& SSWb 1 F14ME: (916) 345-1296 FAX- (516) 345-5046 --I ��!� i i (lili(i I j l i !j , I �i� ! ifiI I I I' � i i_I � ! i i I -i i i i i l i i I i! j I( !, I'( i i !�' I I �! f i! 1 i I 1 ! i i i 1 I j �' I I i� � i� ; , t -4 f EO; Mi !II il!E ili ji!{ ij�ljiijj{ j ij iii j i (ii I ill NORTH ELEVATION BUTLERRIB 11 CORRUGATED DOUBLE GLAZED STEEL SIDING WITH FACTORY \ANODIZED ALUMINUM APPLIED FINISH. WINDOWS "STONE WHITE" COLOR BUTLER STANDARD TRIM WITH FACTORY APPLIED -FINISH "CHARCOAL" COLOF\ WALLMOUNT POWER 1/2" IN 12" -n�TILAT I \._X OR —X ............... EAST ELEVATION BUTLER CORRUGATED STEEL ROOFING WITH ZN-AL FINISH BUTLERRIB 11 CORRUGATED STEEL SIDING WITH FACTORY APPLIED FINISH. "STONE WHITE" COLOR 1/2" IN 12" CEILING MAINTAIN .=&" CLEAR BETWEEN FIN. GRADE AND FF AT ALL AREAS TO RECEIVE WOOD FRAMING i ------------ i t i l !! Ii�j ( t ' CLIE NT:- NORT14 VAL.LEY WEADY-MIX-ACiRl-SYSTEMS 11 THREE SEVERS LANE 041CO, C.& SSWb 1 F14ME: (916) 345-1296 FAX- (516) 345-5046 --I ��!� i i (lili(i I j l i !j , I �i� ! ifiI I I, i i I !, i �, i , i! i i f EO; EAST ELEVATION BUTLER CORRUGATED STEEL ROOFING WITH ZN-AL FINISH BUTLERRIB 11 CORRUGATED STEEL SIDING WITH FACTORY APPLIED FINISH. "STONE WHITE" COLOR 1/2" IN 12" CEILING MAINTAIN .=&" CLEAR BETWEEN FIN. GRADE AND FF AT ALL AREAS TO RECEIVE WOOD FRAMING WEST ELEVATION SOUTH ELEVATION `CONTINUOUS GUTTER i ,, l i STEEL SIDING WITH FACTORY t i l !! APPLIED FINISH. ( t ' CLIE NT:- NORT14 VAL.LEY WEADY-MIX-ACiRl-SYSTEMS 11 THREE SEVERS LANE 041CO, C.& SSWb 1 F14ME: (916) 345-1296 FAX- (516) 345-5046 --I i i I j l i j , I WEST ELEVATION SOUTH ELEVATION `CONTINUOUS GUTTER BUTLERRIB 11 CORRUGATED STEEL SIDING WITH FACTORY APPLIED FINISH. "STONE WHITE" COLOR, BUTTE ,AOL Bmowo DEPARTMA APPROVED —polariS,.-- ­-'Folariis Engineering & Surveying, Inc. 206 S. UNMJN Sl * SUITE 20I it PORT ANGELES * VA. 902 PHONE: (360) 452-5393 * FAX (360) 457-9319 kh. BUTLERRIB 11 CORRUGATED Revisions: STEEL SIDING WITH FACTORY SHEET OF L".00 APPLIED FINISH. FILE: JAG E:/ACAD/ 950361036-2.Dura "STONE WHITE" COLOR BUTLERRIB 11 CORRUGATED STEEL SIDING WITH FACTORY APPLIED FINISH. "STONE WHITE" COLOR, BUTTE ,AOL Bmowo DEPARTMA APPROVED —polariS,.-- ­-'Folariis Engineering & Surveying, Inc. 206 S. UNMJN Sl * SUITE 20I it PORT ANGELES * VA. 902 PHONE: (360) 452-5393 * FAX (360) 457-9319 kh. TITLE: ULAII-W PROr-ESONG EWILD[Wi FOR J. SANES DIGGS, CA - Elum COUNTY ELEVATION5 Revisions: SCALE: 3/32" - 1'-0" SHEET OF L".00 %-PMT- BLDG PEPT PC FILE: JAG E:/ACAD/ 950361036-2.Dura CLIE NT:- NORT14 VAL.LEY WEADY-MIX-ACiRl-SYSTEMS 11 THREE SEVERS LANE 041CO, C.& SSWb 1 F14ME: (916) 345-1296 FAX- (516) 345-5046 --I JOB: 95036 k 6I£6-6* (09£) V3 M-Z5'Y (090 :3NOHd 'XVd 96LL-QK (916) '3NOHcJ A ZK96 YN * S313ONV AN IOZ IMS * IS N10JNIl •S 9OZ 9L646 ` D ,O7IHD �aeu16u3 r --out � 16uVwunS ;g 6ul.JSUD�Od ���� 3Nb� 8N3�39 33a11i1 II sw3la�e-Irv-xlw-,�av'3a ,�311vn rtlaoN - V A C ;m "� SIJDJO N m Qm f '�vIOO l} ;� 1 '�� A iNnoo aim - Yo '9mg w �' 01 �O w 4 4t imm •r ao=i imc nlna swomoowd 1nN-" :311 cn O 0 O E O O -.4Z i O d) r Qz 610-5t (09£) XY3 0 £6£S -Z% (09£) :3 ONd 9*05-GK 1916) °XV=1 96LL-SK (916)-3NOHe1 _ dp NJ p i N = Zp aW -Ix M6 YJ 4 S313DNY IV * 1OZ 3WS � '1S RM *S 909 9L6rs6 V� '00It o L--- o r N Q 0 pa, WN zw r r p 02 zt S -oul '6uLK9Ajng ;p 6uueeu16u3 S1JD1Od 3NV'19N3A3933NH111 Uq L »�» ,« 91d319J.9-IaI�V'-xIW-J.dtr3a ,131 R►n t+JZION 1N3110 3� 0 In d �' JD jod p m � U U 4L 44L � .LLwoo 311!19 - VD 'emg Q Z m m � uj 4 n 9arrda 'r a1o� �rua-tma �N1sea�o0ld 1nN�m1 : 3-ULL I J M 2 1(n r w Ili n— i �o 4 S103 CP W u W LU 0 AU W a C.W J w L O XV1W ..Ob (L dJ1 zu Owzz 0 F zw gra In �a m XX J Q \ W LI E QQ 8 aiO a,�3r �00 J 1� 0 a°LL w ��Qw W ��p'NIW,O-.5 _d_ r Z=U 2> m LL w 0 ? r Z Q J F LL�t� a� wp0= } R owLu w z 8Q >r� --j I- J-g8Rr0 p0 Q a W= 111 U. WZ ....� am SLI a�O CQE£ UUO Oi�U� a U .n iWWo om Jll = p IN, vi �w� x o zdzzv O 21QQ iw N Bopp a w��= -17 F73tL1Q QU EQOw LU Nm FJ WLU p N 0 C L?�� N P cr — �` ❑ -cf i T N W d m o� r z z W el ,.91 81 C � O U / U f� WZ m - N U a 0] wQ OyJ r > I I 7�i IY LL IY LL w co r Qz m _ dp NJ m ID i N = Zp aW pLE z_ L--- om wm a 0 a O Oui J r Q 0 pa, WN zw r r p 02 zt S �a 3� Q U � } Q X*VW 11017 Q E 0- a> 0 4 r� Q0- 6L Q,,� a 0- u a z zp n o_ U 0 m N N 3- w } a LU Q 0) � LU d) r r w Ili n— i �o 4 S103 CP W u W LU 0 AU W a C.W J w L O XV1W ..Ob (L dJ1 zu Owzz 0 F zw gra In �a m XX J Q \ W LI E QQ 8 aiO a,�3r �00 J 1� 0 a°LL w ��Qw W ��p'NIW,O-.5 _d_ r Z=U 2> m LL w 0 ? r Z Q J F LL�t� a� wp0= } R owLu w z 8Q >r� --j I- J-g8Rr0 p0 Q a W= 111 U. WZ ....� am SLI a�O CQE£ UUO Oi�U� a U .n iWWo om Jll = p IN, vi �w� x o zdzzv O 21QQ iw N Bopp a w��= -17 F73tL1Q QU EQOw LU Nm FJ WLU p N 0 C L?�� N P cr — �` ❑ -cf i T N W d m o� r z z W el ,.91 81 C � O U / U f� WZ m - N U a 0] wQ OyJ r > I I 7�i IY LL IY LL w co r Qz m _ dp NJ m ID i N = Zp 0 pLE z_ Q om wm a 0 a O Oui J r Q 0 pa, WN zw r r p 02 zt S 46 93 i 'g mo O WN LL u T;-,-TLUq. pX�\ 890E \ W r 0- w � Q Q Z Q � W QLUp �z �p �A Lu Lu lu oLu i> (L 0a_Y UI E l i0 L uO-,5 "s -It c a6 L Ul £ uj I i R mILI ED _ 3 S Ul 6 -,OI LL l� 1 I. �N Q n YLUS A W� �L ,9-.L 2 I 0 U W d) Ic o S1109 2103 io 3oN'vusia '! 3-7,53 L/1 I I . dl r H X�O J XV "0 - XJ U .QQ � Qa0 n v LLI ��g m Jm v �- 3a`"n o Ww f d) :3 o U. N JQLUd) �r J��NEER z �u 61£6-LS`Y (09£) XVd * M-0 (09C) :3NOHd 9409 -GK (916) 'XVd %ZL-SK MG) '3NOHci co O nx N od �d m U . V a W� W J F JO o 291:86111 * S313OW 121Qd 4 LOZ AMS * 1S N10OW1 'S 93Z 9Lrom V3,001"O S1938 5 n 4 4 _p �z LL vin 0 L -oul '6uu(aiunS 78 6uuaaul6u3 SUDIOd 3NVI QN3ASO 33WHI 11 a n m U c W a CLL (� 9W 3A9A9-raW-V-X1W-Aao+3a1 k3TWA HINON :iN 3110 0 n a a� I'��'O� * 0 tu uuo Qm UJ I I I S-ilVIEICI t 9NOl-Lomas Y t} z} .11Nr1D7 3LLt1g - Y7 '8��18 W �^ v m ,� m Q J m W = L s r rb3 �NIa71r» �ruee37oayd 1t1N�eml :3 -IEEE aQ 0 -1 cn Q n YLUS A W� �L ,9-.L 2 I 0 U W d) Ic o S1109 2103 io 3oN'vusia '! 3-7,53 L/1 I I . dl r H X�O J XV "0 - XJ U .QQ � Qa0 n v LLI ��g m Jm v �- 3a`"n o Ww f d) :3 o U. N JQLUd) �r J��NEER z �u �o yci co O nx N od �d m U . V a W� W J F JO o �z n d) Q S1938 5 _p �z LL vin 0 L W a n U W a CLL (� o ° n a XQ " w L �m aQ P o W- _J C, EL LU W U J � Q � W AXQ LU a� �U m ga Np z� Q J W W J �r � N �Q '33 Ol .O-,6 I k LU a IFS z �u �o nx n a W� W J F JO _ �z n d) Q O" - ED �z LL vin 0 L z Q I U LU n XQ " w I k LU a IFS + l l O O EO ( � r 10'-4" OUT TO OUT OF CONCRETE -9 10'-0" BL TO BL 2" 20._011 25'-0" • J O N - - - - - - /� - - - - - - - CD w BICa A, CA TTE - BUCOUNTY {t I I I N m FOUNDATION FLAN J TYPICAL o� I � I pO'��'s ....... ............ .. _.. -- -- -- ----- ............ ------ Ln 61 J r L o ai Q CLIENT: NORTI-I VALLEY LADY-MIX-ACRI-SYSTEMS i I I o� oew I (P i tnx,- n I n � Airn I Polaris Engineering & Surveying, Inc. 1 A ; oIn 0 N I _j , CNICO, CA. WW6 206 S. LINCOLN ST. * SUITE 201 * PORT M1GElES * Ill 98362 .. I_..- .. ............ ............ ... _...... V -"j I � � F44CINE= 191(p) 34b-1296 FAX (916) 345-5046 PHONE: (360) 452-5393 it FAX (360) 457-9319 mm" go rt I J o i I _t - (a r i = D• i % oIx I I N� �M 2-8 I TYPICAL U1 F_ Co =mo S REGISTER J J . �,E� D r rn 0< oto y m D y r CAV C4 0 Opo ^a2 a33W'j . CO] O 0 M O N N -9 p } TITLE : WALNUT F'ROCESSMG HUILDMG FOR J. BANES {7 M (D M CD w BICa A, CA TTE - BUCOUNTY {t N m FOUNDATION FLAN o� pO'��'s Ln 61 o ai Q CLIENT: NORTI-I VALLEY LADY-MIX-ACRI-SYSTEMS n It THREE SEVENS LANE Polaris Engineering & Surveying, Inc. 1 _j a CNICO, CA. WW6 206 S. LINCOLN ST. * SUITE 201 * PORT M1GElES * Ill 98362 F44CINE= 191(p) 34b-1296 FAX (916) 345-5046 PHONE: (360) 452-5393 it FAX (360) 457-9319 mm" go z Q d z z z� w =z i u do is a moa ILI Q Oyu �m (L °o Q N u u- 610-& (09£) M 4 £6£S-ZSr (09f) :3NOHd 9409 -SK (916) 'XV=l %EL -SK (916) 13NOK4 a I E :3 pQ m �w z 'Z Q Z9M 'VI 4 S313OW AN 4 10Z 3IMS 4 IS MC 'S 9OZ 9L686 YO oOihr� N o � r •oul '6up<anjnS ;g 6ulj0aul6u3 sPolod 3WI 9K9^39 3MHJ u a A u_ @LJ318A8-iL v-x1W-�Qb'3al J.3TTdn Ii1alON -1 N 31-10 0 Q O S' � D O * ' wo ^ gJll'V-LaCI NOI.LVC]Nno=i 93N0� r w4 %od-lim o v=i z Q d z z z� w =z i u do is a moa ILI Q Oyu �m (L °o Q N u u- 1Q�C ui a I E :3 pQ m �w z 'Z Q �o N 1 1D z Q d z z z� w =z i u do is a moa ILI Q Oyu �m (L °o ~ w u O 1Q�C ui a O E :3 Q z Q d z z z� w =z i u do is a moa ILI Q Oyu �m (L °o r O ui a O cc om r J J - 3 Z LAJ z Z � 5 100•-0' 1 I I i REVISION NO. 1 i REVISION NO. 2 ■ SPECIFIC ERECTION DRAWING LIST THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUT7ING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE 7 H E SAME SIZE AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. rRAWINO TALE• AO FILE NO• ROOFDATE- 0216/83 ECONDARY STRUCTURAL DRAWING NUMBER, REVISION FRAMING PLAN D 83-123456-05L 02 T I TLE L6-DRAWI NG THE YEAR DURING WHICH YOURS E 0 U E N C E ORDER WAS ENTERED N U M B E R THE BUTLER ORDER NUMBER OF YOUR ORDER REVISION LEVEL OF THE DRAWING. IF THE DRAWING HAS NEVER BEEN REVISED. 00 APPEARS HERE. D95-065696-00 COVER DRAWING - SHEET 1 D95-065696-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET I D95 -065696 -DIA SPECIF)C REACTION DRAWING - SHEET 2 D95-065696-08 ANCHOR BOLT DETAIL SHEET - SHEET 3 D95-065696-02 CROSS SEC71ON ERECTION DRAWING - SHEE1 095-065696-02A CROSS SECTION IINI ERECT ON DRAWG - SHEE2 095-065696-028 CROSS SECTION ERECTION DRAWING - SHEET 3' 095-065696-02C CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 4 I 095-065696-03 WND BRACING DRAWNG - SHEET i 095-065696-03A WIND BRACING DETAL SHEET - SHEET 2 095-065696-04 ROOF -SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1 095-065696-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 095-065696-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 095-065696-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 D95-065696-058 DOOR DETAIL -DRAWING - SHEET 3 D95 -065696-05C WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 4 D95 -065696-05D WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 5 D95-065696-06 WALL PANEL DRAWING - SHEET I D95 -065696-06A WALL PANEL DRAWING - SHEET 2 D95-065696-07 ROOF PANEL DRAWING - SHEET I SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL GENERAL ERECTION DRAWINGS CALLED 'PLANOGRAPHS'. SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF THESE DRAWINGS. FIELD WORK SUMMARY WALL SECONDARY FW0006 FIELD LOCATE HOLES IN EAVE STRUT FOR DOOR POST CONNECTION. FW0040 FIELD CUT ANDLOCATEHOLES IN DOOR POST. COVER DRAWING NOTES STANDARD NOTES - 000001 ATTACH PATENT PLATE 007849 10 THE WEB OF AN INTERMEDIATE FRAME COLUMN AT EYE LEVEL. , CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBS71TUTIONS. C00010 MATERIALS ASTM DESIGNATION -------------------------------------------------------------- STRUCTURAL STEEL PLATE EOUIV TO A-572 FY- 50KS1 (GRADE 50) LICHI GAGE/COLO FORMED EOUIV 70 A-570' FY- SSKSI (GRADE 55) BRACE RODS 3/4' 8 LESS EOUIV TO A-108 GRADE 1018 BRACE RODS OVER 3/4' EOUIV TO A-572 GRADE 50 OR GREATER HOT ROLLED MILL SHAPES A-36, A-572 FY= 36KSI..FY-50KS1 ROOF AND WALL PANELS A-446 GRADE 45 OR GREATER BOLTS A-307 AND A-325 CD0011 HICK STRENGTH BOLTING- ---------------------- ALL OLTING•--------------------- ALL HIGH STRENGTH BOLTS ARE A -325-T WITH HEAVY HEX NUTS AND ARE 10 BE INSTALLED USING THE •TURN -OF -THE -NUT' METHOD SPECIFIED IN THE NINTH EDITION OF THE ASC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION B D (1). A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY I HE'TURN-OF-THE-HUT' METHOD• IT IS THE RESPONSIBILITV OF THE ERECTOR TO ASSURE PROPER 11CH7NES5. SEE INSTALLATION OF A-3257 BOLT DRAWING 0-1080268 (GROUP 52-38). CD0013 IF THESE DRAWINGS ARE SEALED. THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. DESIGN DRAWINGS.. FOR APPROVALjwrif9*- co) I I C7 BUTTE COUNTY C 763 &1lOfq RI DEPANENf BUILDER - PRODUCT OF THE BUTLER MANUFACTURING �® NORTH VALLEY READY -MIX COMPANY ORDER ENGINEERING CH I CO. CA GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM APPROVED OF C PROJECT. BUILDING ORDER DESCRIPTION. DRAWING TITLE- AG FILE N0•% , 70X10OX18 LRF GROUP. V DATE- 03/03/9RE11. l(-Z7 JAMES BANES 20a LL * O#CLL COVER DRAWING DRAWING NUMBER. BIGGS, CA 80 MPH EXP B UBC 91 SEISMIC ZONE 3 D95-065696-00 EW 100'- 25'-0' 100'-0TYPICAL Q In I ASN 1 A50J I ASOJ I A50J c N I 1 I I I I J c AS�9 J e Q AS91 z C G LTJ o o rC m I I 1 I f` N z o O LL C AJ9I Y 1 1 I I A 4 - I � 0 . I N I ASOJ I ASOJ 1 ASO] AS]S I O W AJ9i N 100'-0- TYPICAL 6'-6- .12'-0' MII UNIT 1 ANCHOR BOLT PLAN EW REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER. PROJECT. DATE. OAIV _ DRAW BY, 9mvN 9Y• BUTLER MANUFACTURING �gTgo® NORTH VALLEY READY -MIX JAMES BANES CRICKED er, ciceREo 9Y, COMPANY ORDER ENGINEERING CH I CO. CA B I GGS , CA GENERAL OFFICES -KANSAS CITY. MISSOURI SYSTEM STANDARD NOTES - A80007 GIVE 70P OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE. LEVEL, AND SMOOTH. A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO N07 HAND SET ANCHOR BOLTS. AB0010 ANCHOR BOLTS. NUTS AND WASHERS MUST BE ASTM TYPE A307. ABOO13 USE REINFORCING STEEL AS REQUIRED. PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. A80014 C A U 7 1 0 N • RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE MLL NO1 BE SAIISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN: FOUNDATION FAILURE. A80015 FOUNDATION DESIGN AND ANCHOR BOLTS. NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. A00016 REFER TO DRAWING C-104161 FOR BU7LER18 OR SMADOWRIB WALL BASE ANGLE INSTALLATION. AB0017 THE SOLID BLACK � SYMBOL DESIGNATES A BRACED BAY OR SECTION. I 8Ui'TE O�UNTY 1 MAOM DEPAi TWX "PF M ED BUILDING ORDER DESCRIPTION, DRAWING TITLE- JAG FILE N0. 70X10OX18 LRF SPECIFIC GROUP. v DIE- 03/03/95 / 20b LL * O#CLL ANCHOR BOLT DRAWING NUMBER- REv. �7 80 MPH EXP B UBC 91 DRAWING SEISMIC ZONE 3 D95-065696-01 00 l__AJ Ck) A M V B V z UNIT 1 - ENDWALL FRAME AT SIDEWALL GRID I BRACED BAY REACTION - UNIT 1 H><I V V SIDEWALL BETWEEN - H V GRID GRIDS A 2-3 5 3 D 2-3 5 3 C_D D Ck) A M V B V z C V z D H V DL DEAD LOAD 0.07 0.65 1.11 0.00 1.11 0.00 -0.07 0.65 Ll LIVE LOAD 0.25 1.92 3.44 0.00 3.44 0.00 -0.25 1.92 WLL WIND LOAD LEFT -1.86 -1.94 -0.90 0.00 -3.41 0.00 -1.25 -0.39 MLR WIND LOAD RIGHT 1.25 -0.39 -3.41 0.00 -0.90 0.00 1.86 -1.94 EO SEISMIC LOAD -0.31 -0.28 0.45 0.00 -0.45 0.00 -0.31 0.28 EMP EW WIND PRESSURE 0.55 -1.30 -2.03 1.67 -2.03 1.67 -0.55 -1.30 ENS EW MIND SUCTION 0.55 -1.30 -2.03 -1.46 -2.03 -1.46 -0.55 -1.30 MAX. POS. REACTION 1.32 2.56 4.55 1.67 4.55 1.67 1.79 2.56 MAX. NEC. REACTION 1 -1.79 -1.29 -2.30 -1.46 . -2.30 -1.46 -1.32 -1.29 BRACED BAY REACTION - UNIT 1 H><I V V SIDEWALL BETWEEN - H V GRID GRIDS A 2-3 5 3 D 2-3 5 3 C_D D Ck) (lb dD UNIT 1 - ENDWALL FRAME AT SIDEWALL GRID 5 dD cb UNIT 1 - FRAME AT SIDEWALL GRIDS 2. 3 & 4 D H V C V z B V DEAD LOAD A H V DL DEAD LOAD 0.07 0.65 1.11 0.00 1.110.07 10.50 WLL 0.65 LL LIVE LOAD 0.25 1.92 3.44 0.00 3.440.25 -5.71 7.18 1.92 MLR WIND LOAD RICHT 1.25 -0.39 -3.41 0.00 -0.901.86 EW WIND PRESSURE -2.29 -1.94 WLL WIND LOAD LEFT -1.86 -1.94 -0.90 0.00 -3.411.25 -6.51 -0.39 EO SEISMIC LOAD 0.31 0.28 -0.45 0.00 0.450.31 ffi.67 -7.89 -0.28 EMP EW WIND PRESSURE 0:55 -1.30 -2.03 1.67 -2.030.55 -1.30 EMS EW WIND SUCTION 0.55 -1.30 -2.03 -1.46 -2.030.55 -1.30 MAX. POS. REACTION 1.32 2.56 4.55 1.67 4.551.79 2.56 MAX. NEG. REACTION -1.79 -1.29 -2.30 -1.46 -2.301.32 -1.29 dD cb UNIT 1 - FRAME AT SIDEWALL GRIDS 2. 3 & 4 REACTION NOTES - I. THE VERTICAL IV) AND HORIZONTAL M AND 11 REACTION ARE STATED IN NIPS. 11 NIP • 1000 POUNDS) POSITIVE DIRECTION IS AS SHOWN �� 'IN OLL T11E FEACIWI NO DIAORAH. t 11.1.811 STATED IN INCH -RIPS AND ARE POSITIVE IN A 3. IRE FORCE ON THE ANCHOR BOLTS OR FOUNDATION WILL OE IN IHE /�)���\��/�� �I���/��/�y//� OPPOSITE DIRECTION 10 THAT SHOWN. _��NN �M ~/�N �1N �TMM --IT- .-I /MQN9AN0 NEOAIIVE REACTIONS OE00 " APPROVED -- H z REVISION NO. I REVISION NO. 2 PRODUCT OF THE BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE- AC FILE NO- DATE- OAIE- 70X100X18 LRF Q CROUP- V DAZE- 03/03/95 DRAWN BY, DRAWN at BUTLER MANUFACTURING � ® NORTH VALLEY READY -MIX JAMES BANES 20u LL + O#CLL SPECIFIC DRAWING NUMBER- REV. COMPANY ORDER ENGINEERING CHICO. CA BIGGS. CA 80 MPH EXP B UBC 91 REACTION DRAWING CHECKED Of- CHECKED OT- GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM sE15Mlc ZONE 3 95-065696-01 A 00 )V Z7 A H V D H V OL DEAD LOAD 1.75 3.23 -1.75 3.23 LL LIVE LOAD 6.14 10.50 -6.14 10.50 WLL MIND LOAD LEFT -7.18 -7.31 1.08 -5.71 MLR WIND LOAD RICHT -1.08 -5.71 7.18 -7.31 EO SEISMIC LOAD -0.60 -0.29 -0.60 0.29 EMP EW WIND PRESSURE -2.29 -6.51 2.29 -6.51 EMS EW WIND SUCTION9 -6.51 2.29 -6.51 MAX. POS. REACTION 7.89 13.73 5.42 13.73 MAX. NEC. REACTION -5.42 -4.07 -7.89 -4.07 REACTION NOTES - I. THE VERTICAL IV) AND HORIZONTAL M AND 11 REACTION ARE STATED IN NIPS. 11 NIP • 1000 POUNDS) POSITIVE DIRECTION IS AS SHOWN �� 'IN OLL T11E FEACIWI NO DIAORAH. t 11.1.811 STATED IN INCH -RIPS AND ARE POSITIVE IN A 3. IRE FORCE ON THE ANCHOR BOLTS OR FOUNDATION WILL OE IN IHE /�)���\��/�� �I���/��/�y//� OPPOSITE DIRECTION 10 THAT SHOWN. _��NN �M ~/�N �1N �TMM --IT- .-I /MQN9AN0 NEOAIIVE REACTIONS OE00 " APPROVED -- H z REVISION NO. I REVISION NO. 2 PRODUCT OF THE BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE- AC FILE NO- DATE- OAIE- 70X100X18 LRF Q CROUP- V DAZE- 03/03/95 DRAWN BY, DRAWN at BUTLER MANUFACTURING � ® NORTH VALLEY READY -MIX JAMES BANES 20u LL + O#CLL SPECIFIC DRAWING NUMBER- REV. COMPANY ORDER ENGINEERING CHICO. CA BIGGS. CA 80 MPH EXP B UBC 91 REACTION DRAWING CHECKED Of- CHECKED OT- GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM sE15Mlc ZONE 3 95-065696-01 A 00 )V Z7 3 1/2' 3 1/2' 3/4' OIA. 3/4' DIA. r ANCHOR BOLTS ANCHOR BOLTS r — n PROJECTED 2' PROJECTED 2' n r n 1�0 0 W VI W I h V' 1 3/4' DOOR WIDTH DOOR WIDTH 1 3/4' DETAIL A391I 9' DOOR POST (LEFT) I�^10' MANX jI ENDVALL >t ANCHORIBOLTS PROJECTED 2' 0 I 440 i — — i CORNER COL. DETAIL A5351 CORNER COLUMN REVISION NO. 1 DALE. DRAWN Of. CHECKED BY - DETAIL A3921 9' DOOR POST (RIGHT) l0' MAX 3/4' DIA. ANCHOR BOLTS I— — PROJ. 2' iV m O� __ 2' 12' - — EW POST DETAIL A546 REVISION NO. 2 L,JL! U •�rQ BUTLER MANUFACTURING COMPANY Br. GENERAL OFFICES -KANSAS CITY, MISSOURI ENOWALL POST PRODUCT OF THE j ORDER ENGINEERING SYSTEM SIDEWALL OR ENDVALL EDGE OF ' FOUNDATION FLOOR iLINE SECTION A4III TYP. SECT ION -NAT EDGE BO E FOUNDATION I DETAIL A503I SIDEWALL COLUMN UNOTCHED BUILDER. NORTH VALLEY READY -MIX CHICO. CA PROJECT. JAMES BANES BIGGS. CA BUTTE OWWN BUIlOING DEPARTMENT APPROVED BUILDING ORDER DESCRIPTION, 70X10OX18 LRF 20# LL + 0#CLL 80 MPH EXP B UBC 91 SEISMIC ZONE 3 10" MAX ENDVALL I iV 3/4' DIA. _ ANCHOR BOLTS PROJECTED 2' o I 1 1 I � � 2• 2' I 0 I I B. CORNER COL. DETAIL A5341 CORNER COLUMN DRAWING TITLE - ANCHOR BOLT DETAIL SHEET AG FILE NO$ GROUP, V OATE• 03/03/95 DRAWING NUMBER- REV. D95-065696-016 1 00 — ANCHOR BOLTS PROJECTED 2 1/2' n � o io 2' ( 2' O n � I FRAME SECTION A4III TYP. SECT ION -NAT EDGE BO E FOUNDATION I DETAIL A503I SIDEWALL COLUMN UNOTCHED BUILDER. NORTH VALLEY READY -MIX CHICO. CA PROJECT. JAMES BANES BIGGS. CA BUTTE OWWN BUIlOING DEPARTMENT APPROVED BUILDING ORDER DESCRIPTION, 70X10OX18 LRF 20# LL + 0#CLL 80 MPH EXP B UBC 91 SEISMIC ZONE 3 10" MAX ENDVALL I iV 3/4' DIA. _ ANCHOR BOLTS PROJECTED 2' o I 1 1 I � � 2• 2' I 0 I I B. CORNER COL. DETAIL A5341 CORNER COLUMN DRAWING TITLE - ANCHOR BOLT DETAIL SHEET AG FILE NO$ GROUP, V OATE• 03/03/95 DRAWING NUMBER- REV. D95-065696-016 1 00 3'- 12 1/2F m AT 6" m m 12 1t/2 o B SPACES AT iD L 7 PART NAME i� 1'-1" 32 EV CORNER POST LINE iW 33 EM ROOF BEAM V65755 35'-0 1/4' 34 EM INTERM POST V65760 16'-10 5/8' AT 6" m m 12 1t/2 o PART SCHEDULE iD L 7 PART NAME i� FLOOR 32 EV CORNER POST LINE iW 33 EM ROOF BEAM V65755 35'-0 1/4' 34 EM INTERM POST V65760 16'-10 5/8' 0� UNIT 1 FRONT EW ELEVATION AT GRID 1 �J FLANGE BRACE PART SCHEDULE CONNECTION SCHEDULE L 7 PART NAME PART NUMBER PART LENGTH FIELD . WORK 32 EV CORNER POST V6575016'-0 1/4• 33 EM ROOF BEAM V65755 35'-0 1/4' 34 EM INTERM POST V65760 16'-10 5/8' FLANGE BRACE BOLTED CONNECTION SCHEDULE Q OUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A 08 097282 1 5/BX2-1/4 BOLT A32571 095233 8 1 04 097282 5/8X2-1/4 BOLT A3257 095233 FLANGE BRACE SCHEDULE 0 PART NO. DIM. 'Y' DETAIL FIELD YORK . 1 005660 1'-4 1/2• C001 2 005660 1'-4 1/2' C007 STANDARD NOTES• IF0001 ALL' HIGH STRENGTH BOLTS ARE A-325-1 WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN -OF -INE -NUT• METHOD SPECIFIED IN THE NINTH EOlT10N OF THE RISC 'SPECIFICA710N FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOL15' PER SEC71ON 8 0 (1). A-325 BOLTS MAY BE INSTALLED W17HOU1 WASHERS WHEN TIGHTENED BY THE'7URN-OF-THE-NUT' METHOD. 11 1S IRE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-3257 BOLT DRAWING 0-1080268 (GROUP 52-38)• i 1 i SPECIAL NOTE: ALL HIGH STRENGTH BOLTED CONNECTIONS WILL BE SUPPLIED WITH HARDENED WASHERS. THIS WILL BE FOR ALL : IZIC-vI D �•tzAMt ~S.:.? J QRQ Sl p�, BUTTE COUNTY ®11�i ollm"IG DEPMTMEMAPPROVED C 763 C REVISION NO. 1 REVISION NO. 2 BUILDER. PROJECT. BUILDING ORDER DESCRIPTION. DRAWING 117LEI AG FILE N0• DIE. RAIL. o Q PRODUCT OF THE 70X10OX18 LRF CROUP• V DATE• 03/OJ/95 Z, DRAWN BY. DRAWN BI. BUTLER MANUFACTURING �"g `-`"`'A� ® NORTH VALLEY READY -MIX JAMES BANES 2011 LL * O#CLL CROSS SECTION DRAWING NUMBER- REV. COMPANY ORDER ENGINEERING CH I CO. CA B I GGS. CA 80 MPH EXP B UBC 91 ERECTION DRAWING cNECNLo .I. CKCKLD Br. GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM SEISMIC ZONE 3 ID95-065696-02 00 i vim cwwry BUILOM DEPAA FUENT APPROVED -SEW ROOF BEAM lj CLIP (5433581 kEWCLIP (543358)EW POST USE (8) S/8' X11/2'A3251 HI - S7 RENCTH BOLI 10972811 AND 5/8' HEAVY HEX. NUT (095233) DETAIL E137 ENDWALL POST TOP CONNECTION LOW SLOPE RANGE - LIGHT LOAD TOP / OUTSIDE DIMENSION Y DIMENSION Y BEND FLABRAC OUT E BUILDER- FLANGE ROOF BEAM ROOF BEAM _ r L x NORTH VALLEY READY -MIX CHICO. CA 1 1. -- - CROUP- V DATE- 03/03/95 onAa Dr. DRAWING NUMBER- D95 -065696-02C REV. 00 cHEDXEo Br. 11'.' GIRT CKNESS-- o+ ---------I--------------- --- ---------I--------------- 0 I __ 0 --------_r_---------- IPURLIN I BOITOM / INSIDE PURLIN / '^ F FLANGE —yW— � H - SECTION DESIGN INFORMATION "�"�� BEND UP --`---- BEND UP SIDEWALL COLUMN DIMENSION Y PART DESCRIPTION FLANGE BRACE USE (2) 1/2• X 1 1/4' HEX. BOLT (095085) AND FLANGE BRACE USE 12) 1/2' X 1 1/4• HEX. BOLT (095085) AND . USE 12) 1/2' X 1 1/4• HEX. BOLT (095085) AND ROOF IOP FLANGE • 6' X .313• BEAM BOTTOM FLANGE • 6• X V65770 .313' 1/2• HEX. NUT (095032) 1/2• HEX. NUT (095032) 1/2• HEX. NUT 10950321 WEB THICKNESS • .219• - LOW END TO 14•-11 3/4• FROM LOW END SINGLE FLANGE BRACE CONNECTION SINGLE FLANGE BRACE CONNECTION SINGLE FLANGE BRACE CO 420-2 .120• - 14'-11 3/4• FROM LOW END TO HIGH END DETAIL C001 USE FIRST HOLE AT PURLIN CONNECTION DETAIL C002 USE SECOND HOLE AT PURLIN CONNECTION DETAIL C007 USE FIRST HOLE AT SI DEWALL GI PART DEPTH 20' - EW TOP FLANGE 5• X .188• ORNER POS V65750 ' BOTTOM FLAN GE - 5• X .188• 192-2 WEB THICKNESS • .100• PART DEPTH 11 7/8' EW TOP FLANGE 5' X .188' ROOF BEAM V65755 BOTTOM FLANGE • 5' X .188• WEB THICKNESS • .100• 420-2 , PART DEPTH 11 7/B' EW IOP FLANGE 5' X .188' NTERM POS V65760 BOTTOM FLANGE • 5' X .188' 202-5 WEB THICKNESS • .1004' PART DEPTH 7 7/8' E%1ER10R TOP FLANGE 6• % .250• COLUMN V65765 ' BOTTOM FLANGE,• 6' X .313' 185-1 WEB ESS THICKN• .140• PARI DEPTH VARIES 12. 70 24' i vim cwwry BUILOM DEPAA FUENT APPROVED -SEW ROOF BEAM lj CLIP (5433581 kEWCLIP (543358)EW POST USE (8) S/8' X11/2'A3251 HI - S7 RENCTH BOLI 10972811 AND 5/8' HEAVY HEX. NUT (095233) DETAIL E137 ENDWALL POST TOP CONNECTION LOW SLOPE RANGE - LIGHT LOAD REVISION NO. 1 REVISION NO. 2 Q BUTLER M A N U F A C T U RI N G COMPANY GENERAL OFFICES -KANSAS CITY, MISSOURI PRODUCT OF THE ® ORDER ENGINEERING SYSTEM BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE- N AG FILE NO - O - DATE. CATE• NORTH VALLEY READY -MIX CHICO. CA 1 1. JAMES BANES BIGGS. CA 70X100X18 LRF - CROSS SECTION 20b LL * OuCLL ERECTION DRAWING 80 MPH EXP B UBC 91 DETAIL SHEET SEISMIC ZONE 3 CROUP- V DATE- 03/03/95 onAa Dr. DRAWING NUMBER- D95 -065696-02C REV. 00 cHEDXEo Br. zl ROD NUT WASHERS DIA. A B C 7/16' 095083 095133 095165 020821 1/2' 095032 095133 095165 020821 5/8' 095231 095298 095165 020821 .. 3/4' 095235 095264 095948 020822 7/8' 095237 095264 095948 020822 NUT A WASHER CONNECTING STEEL 1\ 8 WASHER / SLOT C MASHER IBEYEL WASHER) BRACE R00 DETAIL 8001 TYPICAL BEVEL WASHER CONNECTION J 1 c I SIO O MJTTE COMM W � BUiLONG DEPAMENT °` C 763 APPROVED del OF REVISION NO. I REVISION NO. 2 PRODUCT OF THE BUILDER, PROJECT- BUILDING ORDER DESCRIPTION- GRAVING TITLE, JAC FILE NO - DAZE. 0.All- . .. s Q 70X100X18 LRF GROUP- V DATE- 03/03/95 DRAW, BT. DRAWN BT. BUTLER M A N U F A C T U R I N G ��® NORTH VALLEY READY -MIX JAMES BANES 208 LL • O#CLL WIND BRACING DRAWING NUMBER- COMPANY ORDER ENGINEERING CHICO. CA BIGGS, CA 80 MPH EXP B UBC 91 DETAIL SHEET [001 CHIMED ST. CHECKED BY- ' GENERAL OFFICES -KANSAS CITY. MISSOURI SYSTEM SEISMIC ZONE 3 D95 -065696-03A EM EM • � � fiTP�) 3 N o - J J Q z p LLj 1 O z O of REVISION NO. 1 oAi C. DRAWN 01. 25'-0' 25'-0' 25'-0' 17 11 17 I7 I F128 F123 F12S F121 F128 T 1 F23T 163 F107F107 1 5 F104 t5 F107 1B F257 1 1 I I 1 IB 133 1 1 — F25T F107 F101 F107 F257 16 IS 15 16 F257 F107 F101 i107 f257 1 lei 15i 1151IB F257 F107 F101 F107 F257 16i [153 IS I6 F257 F107 F101 1107 F257 I I I I I le 151 131 16 F257 FID) F101 1107 F237 F257 16 I FI07 IS I F101 IS 1 F107 16�-257 1 10 IS IS C 1A F257 F107 1104 F107 F257 15] (153 1 isi C15 F25T FI D7 F701 F107 F23T I I I I F257. ( 163 1 FIOI 15 i101 15 1107 X16 F257 IBI IS IS) C I6 F237 F101 F101 F107 F257 I 1 I 1 1 F257 �7I 10 153 15 16 F107 F101 1107 F257 10 IS 151 C 16 F23T F107 F101 fID7 F237 1 1 I IBi X131 EIsJ —:16 F257 F10) F101 1107 F257 T Z F120 F123 F125 F121 F120 I E 17 � E 17 � L 17 A 111 STANDARDNOTES; RS0002 REFER i0 DRAWING B-1080945 FOR PURLIN BRACE PART NUMBERS AND TYPICAL INSTALLATION FOR SLOPE LESS THAN OR EQUAL TO 0.75;12. RS0008 REFER TO DETAIL F262 FOR RIDGE PURLIN BRACE CONNECTION. J _ o � .UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN BUTTE COUNTY W G 7 °C BUILOM DEPARTMENT 34763� APPROVED F C PURLIN PART SCHEDULE LOCATION SCHEDULE E ] PARI NAME PARI NUMBER PART LENGTH FIELD . WORK 15 PURLIN / GIRT 530636 323-4 26'-11 1/2' 16 PURLIN / GIRT 530637 323-4 26'-11 1/2' 17 EAVE STRUT 540146 299-4 24'-11 1/2' STANDARDNOTES; RS0002 REFER i0 DRAWING B-1080945 FOR PURLIN BRACE PART NUMBERS AND TYPICAL INSTALLATION FOR SLOPE LESS THAN OR EQUAL TO 0.75;12. RS0008 REFER TO DETAIL F262 FOR RIDGE PURLIN BRACE CONNECTION. J _ o � .UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN BUTTE COUNTY W G 7 °C BUILOM DEPARTMENT 34763� APPROVED F C PURLIN BRACE LOCATION SCHEDULE PRODUCT OF THE BETWEEN GRIDS LOCATION DETAIL BRACE SECTION IOP BOTTOM DIM. '8' RIDGE BRACE I AND 2 F151 (1) 8 -0- (1)0544141 2 AND 3 F151 (l) B -0- (1)0544141 3 AND 4 F151 (1) B -0- (1)0544141' 4 AND 5 FIST (1) B -0- (1)0544141 STANDARDNOTES; RS0002 REFER i0 DRAWING B-1080945 FOR PURLIN BRACE PART NUMBERS AND TYPICAL INSTALLATION FOR SLOPE LESS THAN OR EQUAL TO 0.75;12. RS0008 REFER TO DETAIL F262 FOR RIDGE PURLIN BRACE CONNECTION. J _ o � .UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN BUTTE COUNTY W G 7 °C BUILOM DEPARTMENT 34763� APPROVED F C REVISION NO. 2 Cr1 PRODUCT OF THE BUILDER; PROJECT; BUILDING ORDER DESCRIPTION- DRAWING TITLE; LE N0; /Z 7 70X10OX18 LRF ROOF GROUP; Y DAtE; 03/03 /95 DRAWING NUMBER- REV. BUTLER MANUFACTURING �� 20m LL + O#CLL SECONDARY STRUCTURAL ' COMPANY ORDER ENGINEERING CH I CO. CA B I GGS. CA 80 MPH EXP B UBC 91 FRAMING PLAN . �- GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM SEISMIC ZONE 3 D95-065696-04 00 w O a W O 6 n W m!<i = N •� K>10./ ZO 1 �\ O=/ ` ~ Z \ •U \ OQ \ U N cr W -Sm w xin� N 2 • ¢oz - m N Ny < X LL d p W x=sn J C io m n W VNA>N N InnOwoWO W u W ON G <J Om J W z m> t0f Z O z 2 O U C N W _ W P � N z W N _ J W W W � II ?= W? II Zn 11 OD oa II W c U 11 = m \ zm W� LL II s No II D o II 2 II p c < II N a m I 7 m m II of IIS z W II II / < • O Z II o • o_x O II ten. J II �2 omen II Oa 0 O N LL J W W O N • O z I/ N � W � _ • . 2 m O \ \ z N W P O 2 ~ a O v o 0 Q J N Q . LL a W O Z\ N W m m Y I.y1 I� < I 1 < 2 z W U R ^ Z m m W z N N � O W W U LL N N O _ o N L JZ W W O O o m m LL f Hid30 - H1d30 z ~ Q O U N n n W p r N N U) n n U p W m A < N N U a n n j I 2 N N y N a ¢_ z W O O W 2 S K 2 a a W_ o N O. W p � N O O < t N PG n n O \ n O Q J Q 2 of <n W W O 22 U N..N LL 1/1 / Z W_ ^m0 O y ' o� O� • rvo L < mr W (D r co U U _ i O z W _ N.- JX / I W z Z K O C I ' • 2 J S~P j zXmW D Y U W a- m22 WLLXyCY J Wr N O CA O J 'Lo -O w >-^ I �N p Q a /- yJ KS U m 1 I U z o o 2L) O c �• \ W Cn lz•I O S Y\1 d. y LL. J 1 11 C, O p i m W �U� W. a z O Z= y m m N 1 Ix o x f a W o JXU o WE O J W < m \_ O U < W U KY z I� N E N _ o _ m O co C X0. xOx to oy N O N fD 0 o x LL _ LL m ac a- 4 J J 1 2 a' W - 2< O N • O z I/ N � W � _ • . 2 m O \ \ z N W P O 2 ~ a O v o 0 Q J N Q . LL a W O Z\ N W m m Y I.y1 I� < I 1 < 2 z W U R ^ Z m m W z N N � O W W U LL N N O _ o N L JZ W W O O o m m LL f Hid30 - H1d30 z ~ Q O U N n n W p r N N U) n n U p W m A < N N U a n n j I 2 N N y N a ¢_ z W O O W 2 S K 2 a a N o N O. W p � O_ n O \ n O Q J Q W W O < O I^ W y ' W (D co U C C ' • J S~P D Y U W D W Wr N O CA O J w >-^ Q a /- C ow W z o o 2L) w.`W c N Cn Oo LL. J i m W �U� W. a z O y m m N o x f a o JXU o WE O J W a o O X a i 0 0_^ z I� N E N _ o _ m O co N FOR CABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 12 1 /2I- 1112 I ` 1 23 2J • 6006 o .1 2J 23 0008 1 1 1 T I T. CLOSO. E-UP1 N 8' B' FOR BASE ANGLE INSTALLATION SEE DRAWING 0104161 C UNIT 1 FRONT EW STRUCTURAL ELEVATION AT GRID 1 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 . 12 12 1/2� � - __1112 1 I 1233 223 1231 0000 0008 G 1 N 23 27 233 0008 C000 I I I 1 F• B' B' FOR BASE ANGLE INSTALLATION SEE DRAWING 0104161 c UNIT 1 REAR EW STRUCTURAL ELEVATION AT GRID 5 FIELD WORK SCHEDULE . PART SCHEDULE FIELD WORK DIMENSIONS E I PART NAME PART NUMBER PART LENGTH FIELD . WORK 20 DIRT 550303 037-2 3'-1 1/4' 21 GIRT 550303 133-2 11'-1 1/4' 22 GIRT 550303 229-2 19'-1 1/4' 23 Cl RI 550304 271-2 22'-7 1/4' 28 DOOR HEADER 580105 II' -11 1/2' 31 DOOR POST 580375 1 18'-6 7/16' 1 FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS I I X042 A - 17'-0 15/18 -B - 1'-5 1/2' C - 718- D - 1 1/2' STANDARD NOTES• WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP -IN PLUGS (097229>- WS0014 UNPUNCHED CIRTS ARE SUPPLIED AT OVERHEAD OR SLIDE ODORS. PUNCHED WALL SYSTEMS REOUIRE THE FIELD DRILLING OF THE 5/16' PANEL ATTACHMENT HOLES IN THE GIRT FLANGE. WS0023 I M P O R T A N T REFER�TO•PRONIO�DETAIL C047 FOR PROPER GIRT ALIGNMENT. BUTTE 1163 CoLwrY. BUUXh VC3sr V\ MOAR i11ENT . VED "- Z �j REVISION NO. 1 REVISION NO. 2'• PRODUCT OF THE BUILDER, PROJECT. BUILDING ORDER DESCRIPTION- DRAWING TITLE- AG FILE N0. DATE• Q 70X100Xi8 LRF WALL SECONDARY V DALE- 03/03/95 I BUTLER MANUFACTURING NORTH VALLEY READY -MIX JAMES BANES 20a LL + O#CLL STRUCTURAL FDRAWING NUMBER- REV. COMPANY ORDER ENGINEERING CHICO. CA BIGGS. CA 80 MPH EXP B UBC 91 ELEVATION "EO 9T. MCKED al. GENERRL OFFICES -KANSAS CITY, MISSOURI SYSTEM SEISMIC ZONE 3 -065696-05 00 FLANGE LIP RADIUS o THICKNESS C - SECTION DESIGN INFORMATION PART DEPTH FLANGE LIP THICKNESS RAG] _ DOOR HEADER 580105 9' 3 1/2' 27/32' •062' S/ti DOOR POST 580374 9' 3 1/2' 1 5/16':.122' 5/li DOOR POST 580375 9' . 3 I/2' 1 5/16 .122' 5/11 • • FLAN • "� �RADIUS THICKNESS ' REVISION NO. 1 OAIE- - DRAWN Of - CHECKED BY - REVISION NO. 2 DRAWN BT- CIE CNED al. EAVE STRUT FIELD LOCATE EAVE STRUT ENOWALL 9/16' DIA. HOLES USE (2) 1/2' X I i/4' D ROOF — — — — _ IN EAVE STRUT E.. SOL HE%I NUT (095032) �iV IN BEAM 1 7/16• 3' — — — — — `Y°' CLIP (5801321 g' DOOR POST USE (3) 1/2' X 1 1/4• y THIN H0. BOLT (096636) AND 1/Y HEX. N U 1 980118) 3, i USE (2) 1/2' X 1 I/4' (0950321 THIN HD. BOLT (096636) AND 1 CLIP I , e CLIP I/2' HE%• NUT (095032) A ANGLE a ANGLE 1 I 1543348) (543346) DOOR POST _ y 4•� T �_, DOOR HEADER ` ` \ l (NOi38Y'BMC) S 09 OR OR 5(12') I CLIP DOOR �) (5801181 DOOR � ` • � WIDTH , WIDTH '-� Pte. '•\ CLIP 1543316) _ �• �' NEX. (BOLT/1095085)/AND `�'\ y��``� `� DOOR POST USE (4 (BOIi/(095085)/1 '1/2' HER. NUT (095032) ` `� AND 1/2' -NUI (095032) DETAIL D001 DOOR POST TO BOTTOM OF EAVE STRUT DETAIL D006 DOOR HEADER TO DOOR POST DETAIL 0032 DOOR POST BASE CLIP CONNECTION DETAIL D085 LOW DOOR POST TO EW ROOF BEAM 9' DOOR POST (6') EW SETBACK - LOW SLOPE RANGE OR EWALL COLUMN SIOEWALL SIDEVALL OR ENDVALL POST COLUMN ENDVALLOPOST SIDEWALL COLUMN OR CLIP (5431641 CLIP (5131641 Ix ENDVALL POST LEG DOWN LEG DOWN W W SIDEVALL SIDEVALL DINTS DINTS I GIRT t CIR1 CI RT 0 I 0 _ o , CI 1 I I O 1 j •:' 1 I 0 H ^ 1 :$ a 1 #1 ' S.W. OR E.W. I GIRL I 1/2' FIELD CUT n > SIDEVALL OR ENOWALL ,A UN 1 I COLUMN '- INTERM- BAY. 10 1/2' 10 1/2' INTERM. BAY. SECTION INT. BAY OR 110 1/2' 10 1/2' END BAY OR SECTION { FRAME FRAME FLANGE SECT. LOCATION , SECT. LOCATION INT. SECTION , END SECTION T }} FRAME FRAME i USE (6) 1/2• % 11/4'USE. (61 1/2;9,510815,1/4 ' / USE I6) 1/2• % 1 I/4' HEX. BOLT (095085) AND RADIUS• HEX. BOLT ( AND HEX. BOLI (095085) ANO 1/2' HEX. NUT (095032) GIRT CUTTING DETAIL 1/2' HEX. NUT (095032) rr 1/2' HEX. NUT (0950321 DETAIL C003 CONTINUOUS SPAN GIRT CONNECTION DETAIL G004 CONTINUOUS SPAN GIRT CONNECTION DETAIL C006 DOUBLE CI RT TO COLUMN CONN. DETAIL C019 FIELD WORK SiDEWALL GIRT INTERMEDIATE BAT OR SECTION LOCATION END BAY OR SECTION LOCATION COI UMN FLANGES WIDER THAN 10' TOP USE (6) 1/2 X 1 1/4' MEMBER HEX. BOLT (095085) AND • ,, � � l CIRI I I/2' HEX. NUT 1095032) CIR DOOR POST SIDEVALL f SIOEWALL GIRT I GIRT ) Ir DOOR POST 4SE I i- -i FLUSH 10 1 0 USE (2) I/2' % 1 1 THIN HD. BOLT (096636) OUT (} AND 1 /2• HEX. NUTa; off• - 1 10950321 - -—�vi i BASE ) 2• X 1 /4• LED DOWN LE( LEI �ANGLE L— CLIP (543164) HEX. BOLT (095085) AND IEC DOWN 1/2• HEX. NUT 1095032) BLDG. WIDTH OR LENGTH USE (6) 1/2' % 11/4' CORRECT ALIGNMENT MIS ALIGNMENT (1(%Z• HEX. NUT BOLT 1 9503285) ) (AVOID THESE CONDITIONS) DETAIL C0471 SECONDARY STRUCTURAL ALIGNMENT I DETAIL G2231 SINGLE GIRT TO DOOR POST CONNECTION 'DETAIL' G2241 DOUBLE GiRT TO DOOR DOOR POST DOOR POST DOOR POST GIRT O1 RT GIRT J ///---USE 12l I/2' % 1 1/4 3 --------- / THIN HD. BOLI 409663 --------- / AND 1/2' HEX. NUT �+ 30 0L+ I (0950321 I _ USE 12) 1/2' X 1 1/4 --------- W o , I THIN H0. BOLT f096636� AND 1/2' HEX• NUT I o 0�0---nt--- 1095032) I USE (2) 1/2' X 1 1/4 CLIP (543399) CLIP (543399) USE (2) 1/2' X ) I/4• HE BOLI (095085) AND LEG DOWN LEG DOWN CLIP (543398) HE%. BOLT (095085) AND 1/2' HEX. NUI (095032) LEC DOWN 1/2' HEX. NUT (095032) W N (543164) DOWN m APP CIRi W — IP (5433981 C DOWN CLIP (543347) LEG DOWN ENOWALL GIRT - w GIRT CHANNEL (543260). FIELD BEND EG. AND INSTALL WITH PANEL F iENERS. rt♦ n Herr I 8' SW L 9 1/2' EV GIRTS 70 CORNER POST - SECTION DESIGN INFORMATION' USE. (BOLT (095085)/AND RT DEPTH FLANGE LIP THICKNESS RADIUS DOO50318 084-6• 8- 2 5/8' 1 1/8' •083' 3/16' G280 IGIRT 03 037-2 9 1/2''2 3/4' 1 1/16 •060' 1/8' PRODUCT OF THE 03 133-2 9 1/2' 2 3/4' 1 1/16 .060' 1/8' 03 229-2 9 1/2' 2 3/4' 1 1/16 .060• 1/8' 04 271-2 9 1/2' 2 3/4' 11/16 .067'1/4• STRUCTURAL ELEVATION PURLI SJ0635 134-0 8' 2 5/8' J/4' 0' 1/4' PURLI 530635 32J-4 8' 2 5/8' 3/4' .060• 1/4' REVISION NO. 1 OAIE- - DRAWN Of - CHECKED BY - REVISION NO. 2 DRAWN BT- CIE CNED al. EAVE STRUT FIELD LOCATE EAVE STRUT ENOWALL 9/16' DIA. HOLES USE (2) 1/2' X I i/4' D ROOF — — — — _ IN EAVE STRUT E.. SOL HE%I NUT (095032) �iV IN BEAM 1 7/16• 3' — — — — — `Y°' CLIP (5801321 g' DOOR POST USE (3) 1/2' X 1 1/4• y THIN H0. BOLT (096636) AND 1/Y HEX. N U 1 980118) 3, i USE (2) 1/2' X 1 I/4' (0950321 THIN HD. BOLT (096636) AND 1 CLIP I , e CLIP I/2' HE%• NUT (095032) A ANGLE a ANGLE 1 I 1543348) (543346) DOOR POST _ y 4•� T �_, DOOR HEADER ` ` \ l (NOi38Y'BMC) S 09 OR OR 5(12') I CLIP DOOR �) (5801181 DOOR � ` • � WIDTH , WIDTH '-� Pte. '•\ CLIP 1543316) _ �• �' NEX. (BOLT/1095085)/AND `�'\ y��``� `� DOOR POST USE (4 (BOIi/(095085)/1 '1/2' HER. NUT (095032) ` `� AND 1/2' -NUI (095032) DETAIL D001 DOOR POST TO BOTTOM OF EAVE STRUT DETAIL D006 DOOR HEADER TO DOOR POST DETAIL 0032 DOOR POST BASE CLIP CONNECTION DETAIL D085 LOW DOOR POST TO EW ROOF BEAM 9' DOOR POST (6') EW SETBACK - LOW SLOPE RANGE OR EWALL COLUMN SIOEWALL SIDEVALL OR ENDVALL POST COLUMN ENDVALLOPOST SIDEWALL COLUMN OR CLIP (5431641 CLIP (5131641 Ix ENDVALL POST LEG DOWN LEG DOWN W W SIDEVALL SIDEVALL DINTS DINTS I GIRT t CIR1 CI RT 0 I 0 _ o , CI 1 I I O 1 j •:' 1 I 0 H ^ 1 :$ a 1 #1 ' S.W. OR E.W. I GIRL I 1/2' FIELD CUT n > SIDEVALL OR ENOWALL ,A UN 1 I COLUMN '- INTERM- BAY. 10 1/2' 10 1/2' INTERM. BAY. SECTION INT. BAY OR 110 1/2' 10 1/2' END BAY OR SECTION { FRAME FRAME FLANGE SECT. LOCATION , SECT. LOCATION INT. SECTION , END SECTION T }} FRAME FRAME i USE (6) 1/2• % 11/4'USE. (61 1/2;9,510815,1/4 ' / USE I6) 1/2• % 1 I/4' HEX. BOLT (095085) AND RADIUS• HEX. BOLT ( AND HEX. BOLI (095085) ANO 1/2' HEX. NUT (095032) GIRT CUTTING DETAIL 1/2' HEX. NUT (095032) rr 1/2' HEX. NUT (0950321 DETAIL C003 CONTINUOUS SPAN GIRT CONNECTION DETAIL G004 CONTINUOUS SPAN GIRT CONNECTION DETAIL C006 DOUBLE CI RT TO COLUMN CONN. DETAIL C019 FIELD WORK SiDEWALL GIRT INTERMEDIATE BAT OR SECTION LOCATION END BAY OR SECTION LOCATION COI UMN FLANGES WIDER THAN 10' TOP USE (6) 1/2 X 1 1/4' MEMBER HEX. BOLT (095085) AND • ,, � � l CIRI I I/2' HEX. NUT 1095032) CIR DOOR POST SIDEVALL f SIOEWALL GIRT I GIRT ) Ir DOOR POST 4SE I i- -i FLUSH 10 1 0 USE (2) I/2' % 1 1 THIN HD. BOLT (096636) OUT (} AND 1 /2• HEX. NUTa; off• - 1 10950321 - -—�vi i BASE ) 2• X 1 /4• LED DOWN LE( LEI �ANGLE L— CLIP (543164) HEX. BOLT (095085) AND IEC DOWN 1/2• HEX. NUT 1095032) BLDG. WIDTH OR LENGTH USE (6) 1/2' % 11/4' CORRECT ALIGNMENT MIS ALIGNMENT (1(%Z• HEX. NUT BOLT 1 9503285) ) (AVOID THESE CONDITIONS) DETAIL C0471 SECONDARY STRUCTURAL ALIGNMENT I DETAIL G2231 SINGLE GIRT TO DOOR POST CONNECTION 'DETAIL' G2241 DOUBLE GiRT TO DOOR DOOR POST DOOR POST DOOR POST GIRT O1 RT GIRT J ///---USE 12l I/2' % 1 1/4 3 --------- / THIN HD. BOLI 409663 --------- / AND 1/2' HEX. NUT �+ 30 0L+ I (0950321 I _ USE 12) 1/2' X 1 1/4 --------- W o , I THIN H0. BOLT f096636� AND 1/2' HEX• NUT I o 0�0---nt--- 1095032) I USE (2) 1/2' X 1 1/4 CLIP (543399) CLIP (543399) USE (2) 1/2' X ) I/4• HE BOLI (095085) AND LEG DOWN LEG DOWN CLIP (543398) HE%. BOLT (095085) AND 1/2' HEX. NUI (095032) LEC DOWN 1/2' HEX. NUT (095032) W N (543164) DOWN m APP CIRi W — IP (5433981 C DOWN CLIP (543347) LEG DOWN ENOWALL GIRT - w GIRT CHANNEL (543260). FIELD BEND EG. AND INSTALL WITH PANEL F iENERS. rt♦ n Herr I 8' SW L 9 1/2' EV GIRTS 70 CORNER POST USE. (BOLT (095085)/AND ,%�co�l 1/2'HEX. NUT (095032)DETAIL G280 8' SiNGLE GIRT TO DOOR POST CONN• DETAIL G281 8- SINGLE GIRT TO DOOR POST CONN. DETAIL G282 8' DOUBLE GIRT TO DOORPOST CONN. PRODUCT OF THE BUILDER, PROJECT- BUILDING ORDER DESCRIPTION, DRAWING TITLE- -JAG FILE NO - 7OX10OX18 LRF WALL SECONDARY GROUP- V DATE- 03/03/95 (9U - Q DRAWING NUMBER- BUTLER MANUFACTURING � m NORTH VALLEY READY -MIX JAMES BANES 20# LL + O#CLL STRUCTURAL ELEVATION COMPANY ORDER ENGINEERING CHICO. CA BIGGS, CA 80 MPH EXP B UBC 91 DETAIL SHEET FnO GENERAL OFFICES-KANSRS CITY, MISSOURI SYSTEM SEISMIC ZONE 3 D95 -065696-05C zip, /z7 REVISION NO. 1 DATE. DRAWN BI. CHECKED BI. ..FIELD WORK . .WALL PANELS I I I I I I I I I I .FIELD WORK WALL PANELS I 12'-0' % 12'-0' OVERHEAD DOOR 25'-0' 20'-0' 25'-0' 70'-0' dD FRONT ENDWALL PANELING ELEVATION AT GRID 1 FRAME 25'-0' (7YP) 25'-0' 25'-0' 25'-0' 1001-0* CGJ V7J d D RIGHT SIDEWALL PANELING ELEVATION STANDARD NOTES• WP0010 INSTALL OVERHEAD DOOR TRIM FOR BR11 WALL PANELS PER DRAWING C-104219 WPOO14 BRI IWALL PANEL-10-PAREL FASTENERS ARE 097364 (1/4 % 3/4 T-30 TORX SELF DRILLING SCREW). WPOO19 BRIT WALL PANEL -TO -STRUCTURAL IOP/BASE FASTENERS ARE 097361 (1/32 X 7/8 1-45 70RX SCRUBOL7). WP0028 FOR GENERAL BRII WALL PNL INFO. REFER i0 THE FOLLOWING DWGS C- 104217 - GENERAL PANELING INFORMA110N C- 105017 - INSULATION AI IOP OF WALL-SIDEWALL C- 105018 INSULATIONAl TOP OF WALL-ENDWALL 8-1080854 - WALL PANEL LENGTH CALCULATIONS B-1080873 - GENERAL INSTALLATION 70RX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUILERIB 11 WALL PANEL IS LEF7-70-RIGHT. IMPORTANT APPEARANCE ITEM ......................... FIELD TRIM INSULATION SO THAI THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL. WHEN TRIMMING INSULATION. BE CAREFUL NOT 10 CUT VAPOR RETARDER. WP0006 OR11 WALL PAREL-70-GIRI FASTENERS ARE 097365 (s12 X 1 1/4' 7-30 TO R% SELF DRILLING SCREW). ■ AT GRID D WALL PANEL SCHEDULE ID PART NUMBER E%T. IN7. SUFF.SUFF. LENGTH DESCRIPTION A 027094 864 212-4 BRIT UNPUNCH SO PNL B 027094 864 215-4 BRIT UNPUNCH SO PNL C 027094 864 218-4 BRIT UNPUNCH SO PNL D 027094 864 221-4 BRIT UNPUNCH SO PNL G 027094 864 224-4 BRIT UNPUNCH SO PNL H 027094 864 082-5 BRIT UNPUNCH SO PNL J 570246 864 214-0 1 REV. BRIT Mi PNL K 570246 864 069-1 1 80 MPH EXP B UBC 91 SEISMIC ZONE 3 BRIIM7 PNL STANDARD NOTES• WP0010 INSTALL OVERHEAD DOOR TRIM FOR BR11 WALL PANELS PER DRAWING C-104219 WPOO14 BRI IWALL PANEL-10-PAREL FASTENERS ARE 097364 (1/4 % 3/4 T-30 TORX SELF DRILLING SCREW). WPOO19 BRIT WALL PANEL -TO -STRUCTURAL IOP/BASE FASTENERS ARE 097361 (1/32 X 7/8 1-45 70RX SCRUBOL7). WP0028 FOR GENERAL BRII WALL PNL INFO. REFER i0 THE FOLLOWING DWGS C- 104217 - GENERAL PANELING INFORMA110N C- 105017 - INSULATION AI IOP OF WALL-SIDEWALL C- 105018 INSULATIONAl TOP OF WALL-ENDWALL 8-1080854 - WALL PANEL LENGTH CALCULATIONS B-1080873 - GENERAL INSTALLATION 70RX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUILERIB 11 WALL PANEL IS LEF7-70-RIGHT. IMPORTANT APPEARANCE ITEM ......................... FIELD TRIM INSULATION SO THAI THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL. WHEN TRIMMING INSULATION. BE CAREFUL NOT 10 CUT VAPOR RETARDER. WP0006 OR11 WALL PAREL-70-GIRI FASTENERS ARE 097365 (s12 X 1 1/4' 7-30 TO R% SELF DRILLING SCREW). ■ AT GRID D BUTTE COMMrmrm 63 S11LOM DEPMTMEM {c "PROVED cN REVISION NO. 2 Q BUTLER MANUFACTURING PRODUCT OF THE BUILDER. PROJECT. BUILDING ORDER DESCRIPTION- DRAWING TITLE- AG FILE N01 AtE•U NORTH VALLEY READY -MIX JAMES 70X100X18 LRF WALL PANEL GROUP. V DATE- 03/03/95 Br. DRAWING NUMBER- REV. COMPANY GENERAL OFFICES -KANSAS CITY, HISSOURI ORDER ENGINEERING SYSTEM CHICO. CA BIGGS. CA 80 MPH EXP B UBC 91 SEISMIC ZONE 3 DRAWING 95-065696-06 00 NECKED B1. Q a J ROOF PANEL SCHEDULE J LENGTH DESCRIPTION HOLE 10 HOLE Q 700 417-7 BRIT EAVE PANEL ALZN 33'-10 27/32' 8 560084 844 BRII RIDGE PANEL Q' PRODUCT OF THE , --' BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE-, z o ¢ LTJ 70X 1 DUX 1 8 LRF GROUP. V OAIE r 03/03/95 0 n REV. H -- ��® NORTH VALLEY READY—MIX z 20n LL * O#CLL ROOF PANEL O m mco Of B I GGS. CA 80' MPH EXP B UBC 91 SEISMIC ZONE 3 LL_ m 1 m Q RAY iYP. Q 100'-0' ^. UFL 4_ K OOFIEPANELS • • REVISION NO. I REVISION NO. 2 i•DAZE. rN BY. DRAWN By. MED BY- CHECKED BY• AL AL AL AL A A A ROOF PANEL SCHEDULE ID PARISUFF. NUMBER LENGTH DESCRIPTION HOLE 10 HOLE A 027938 700 417-7 BRIT EAVE PANEL ALZN 33'-10 27/32' 8 560084 844 BRII RIDGE PANEL Q PRODUCT OF THE , --' BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE-, AG FILE NO - 2 70X 1 DUX 1 8 LRF GROUP. V OAIE r 03/03/95 DRAWING NUMBER- REV. BUTLER MANUFACTURING ��® NORTH VALLEY READY—MIX JAMES BANES _ 20n LL * O#CLL ROOF PANEL m mco CH I CO. CA B I GGS. CA 80' MPH EXP B UBC 91 SEISMIC ZONE 3 m m 1 m m I m CO m m m m m m m m m m m m m m < < < < < < < < < < < < < < < < < < < < < < < < < < < < a < < < < < UFL 4_ K OOFIEPANELS • • REVISION NO. I REVISION NO. 2 i•DAZE. rN BY. DRAWN By. MED BY- CHECKED BY• AL AL AL AL A A A 1 i I .I 1 I STANDARD NOTES• I RP0001 FIELD CUTTING OF BUTLERIS 11 RIDGE PANELS AT ENDS OF VENTILATOR RUN IS REOUIREO. RP0003 FIELD WORK SYMBOL ON ROOF PANEL PLOT INDICATES ONE OR MORE ROOF PANELS IN PANEL RUN REOUIRE FIELD CUTTING. 10 INSURE PROPER INSTALLATION OF GABLE TRIM. RETAIN MAJOR CORRUGATION OF PANEL ' AT EDGE OF CUT. RP0025 A. FOR ROOF PANEL SEALANT APPLICATION. SEE DMC. 0-102961. i B. DIRECTION OF ERECTION FOR BUILERIB 11 ROOF PANELS IS FROM FRONT ENOWALL TO REAR ENOWALL ACROSS THE ENTIRE ROOF. , RP0026 FOR ADDITIONAL INFORMATION. SEE PANEL INSTALLA71ON DRAWING C-104288. RP0028 FOR UNPUNCHED PANEL PREPARATION. SEE DRAWING C-103873. RP0029 FOR UNPUNCHED RIDGE PANEL INSTALLATION. SEE DRAWING C-105848. RP0030 W A R N T N G PANELS•WITH•PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. RP0062 ROOF PANELS MUST BE ATTACHED 70 ALL ROOF STRUCTURALS TO INSURE THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURLINS ADDED FOR SPECIFIC LOADING CONDITIONS. ETC. ENOUGH PANEL-10-SIRUCTURAL FASTENERS. CLIPS (IF MR-24/CMR-24) HAVE BEEN FURNISHED FOR ALL ROOF STRUCTURALS. RP0065 ROOF PANEL-10-S7RUCTURAL FASTENERS ARE 097230 (1/4 X 1 1/4 , SELF DRILLING SCREWS). s RP0070 ROOF PANEL -IO -PANEL FASTENERS ARE 097357 (1/4 % 7/8 SELF i DRILLING SCREW). RPOO73 HOLE TO HOLE DIMENSION IN THE ROOF PANEL SCHEDULE IS NORMALLY THE DISTANCE BETWEEN THE STRUC7UAL ATTACHMENTS AT EACH END OF ROOF PANEL (SEE DMC 8000001). THIS MAY NOT BE TRUE FOR CUSTOM PANEL CONDITIONS. 1 i 1 i [p c( a o� F SKi/ BUTTE COUNTY BUILDING DEPARTMENI APPRovFn e ROOF PANEL SCHEDULE ID PARISUFF. NUMBER LENGTH DESCRIPTION HOLE 10 HOLE A 027938 700 417-7 BRIT EAVE PANEL ALZN 33'-10 27/32' 8 560084 844 BRII RIDGE PANEL 1 i I .I 1 I STANDARD NOTES• I RP0001 FIELD CUTTING OF BUTLERIS 11 RIDGE PANELS AT ENDS OF VENTILATOR RUN IS REOUIREO. RP0003 FIELD WORK SYMBOL ON ROOF PANEL PLOT INDICATES ONE OR MORE ROOF PANELS IN PANEL RUN REOUIRE FIELD CUTTING. 10 INSURE PROPER INSTALLATION OF GABLE TRIM. RETAIN MAJOR CORRUGATION OF PANEL ' AT EDGE OF CUT. RP0025 A. FOR ROOF PANEL SEALANT APPLICATION. SEE DMC. 0-102961. i B. DIRECTION OF ERECTION FOR BUILERIB 11 ROOF PANELS IS FROM FRONT ENOWALL TO REAR ENOWALL ACROSS THE ENTIRE ROOF. , RP0026 FOR ADDITIONAL INFORMATION. SEE PANEL INSTALLA71ON DRAWING C-104288. RP0028 FOR UNPUNCHED PANEL PREPARATION. SEE DRAWING C-103873. RP0029 FOR UNPUNCHED RIDGE PANEL INSTALLATION. SEE DRAWING C-105848. RP0030 W A R N T N G PANELS•WITH•PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. RP0062 ROOF PANELS MUST BE ATTACHED 70 ALL ROOF STRUCTURALS TO INSURE THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURLINS ADDED FOR SPECIFIC LOADING CONDITIONS. ETC. ENOUGH PANEL-10-SIRUCTURAL FASTENERS. CLIPS (IF MR-24/CMR-24) HAVE BEEN FURNISHED FOR ALL ROOF STRUCTURALS. RP0065 ROOF PANEL-10-S7RUCTURAL FASTENERS ARE 097230 (1/4 X 1 1/4 , SELF DRILLING SCREWS). s RP0070 ROOF PANEL -IO -PANEL FASTENERS ARE 097357 (1/4 % 7/8 SELF i DRILLING SCREW). RPOO73 HOLE TO HOLE DIMENSION IN THE ROOF PANEL SCHEDULE IS NORMALLY THE DISTANCE BETWEEN THE STRUC7UAL ATTACHMENTS AT EACH END OF ROOF PANEL (SEE DMC 8000001). THIS MAY NOT BE TRUE FOR CUSTOM PANEL CONDITIONS. 1 i 1 i [p c( a o� F SKi/ BUTTE COUNTY BUILDING DEPARTMENI APPRovFn e Q PRODUCT OF THE , --' BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE-, AG FILE NO - 2 70X 1 DUX 1 8 LRF GROUP. V OAIE r 03/03/95 DRAWING NUMBER- REV. BUTLER MANUFACTURING ��® NORTH VALLEY READY—MIX JAMES BANES _ 20n LL * O#CLL ROOF PANEL COMPANY GENERAL OFFICES -KANSAS CITY, MISSOURI ORDER ENGINEERING SYSTEM CH I CO. CA B I GGS. CA 80' MPH EXP B UBC 91 SEISMIC ZONE 3 DRAWING D95-065696-07 00 Ab wa 0 �a5 /S-0 - C) 0,3' t 9 9'-9" 15'-3" 19'-O" I_ W -O" L 4'-0" 4'-0" L 8'-0" a O I I 6030 6030 I Up{ WOMEN r 3068 I C I I I WMAK v O C I I ROOM MEN co � II � o 030 OH 14'-b" 4O'-0" C � PROVIDE EXTRA 8" X 0.080 0 O X WALL GIRT AT 1'-6" A50VE it BETLIEEN WOOD FRAMING AND GRIDLINE '5'. SIM TO SECTION C/5 O n GENERAL - OFFICE 0 14' -Io" G SIM. . . 6030 3G �q �WZ _ 3Ui z _ g O IL 3068 SORTINCs F FPRIVAI = OFFICE { 5030 * ,' I \ GRAVITY ROOF VENTS (TOTAL 4J WALNUT STORACsE ARE 5419 6F. / 54 OCCUPANCY /APPROVED Ir 9utte County I tiwiro,nmen of Health �a e. 1 3' X 10' TRANSLUG iignsfure RDCF PANELS J '.•-----... (TOTAL OF 8) / I f I O I I I 4 FLOOR FLAN: 3/3 M PbaS-� SSS 669' R E=nvironmental Health MAR 2 I i95 Orovifle, California U a C � c {c O c.y W., V N col CL W A Q pf ESSIONq \J 9 KEw R � y0 T- r- m 104934 XP. 8/30/98 r 91�, CMI. pQ�� Op CALIF 7 - X W U ALE: 3/3r -l' -O" JOB: 95036 FILE: JAC E:/ACAD/ 95036/036-3DUG SHEET 2 I