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Home My WebLink About040-140-039-- - -, - — — - - ---- - - -- -- � A.P. 40-14-39 Jim Rice w/s Esquon Rd. 1st house so.. of Durham- Oroville•Hwy., Durham Pe3t 3171-73 (fdn. & slab only for .9-14 --family--room addn•. ) AP 40-14-39 JIM RICE w/s Esquon Rd, lst houm s/Durham Or-oville.Hwy, Durham b # 461 d Sl , -74B,E addi o ex. slab.) 40-14-39 2_9 0q0 NO 14 040-140-039 03AGO84 DAIQH, DAVID i 9377 ESQUON RD, DURHAM r AG. BLDG (20'X 40') I t a. nTAMTWD ..AVID G •.. 5W coro )urham-Oro Hwy &Esquon Rd. . , Durham Permit #745 -7' -(add carpott/411 I 40 3h, 1 Permit ##5505-79 - St renewal/ 745-78)SF 40-14-39 P mit #499-82B(2nd & 3rd renewal/ for permit #745-78) 040-10-039 .93-71 B, P '+ DAIGH, avid _ 9377 Esq n Rd, Durham I contr: Nor Valley Ready Mix no, comm comm shell _r auto_ mach _shop 040-14-0-039 93-1051 E p DAIGH, DAVID l `� 9377 ESQU RD, DURHAM ELECTRIC FOR AUTO MACH SHOP CONTR: JONCO 1308-0639 c1ANti1I!�A;L ' 1040-140 039 MISCELLANEOUSI`f ;tr k"I , ; } e Re -Roof RE -ROOF W/COMP (28 1625 DURHAM DAYTON HWY, DAIGH, DAVID �� ``� ��_��- � + --. __ . 4. 1 :. F' t l 8 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT E MIT NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSE�SS�OR PARCEL NO. Ism ZONING OWN r -A PHONE NO. V 1 OWN 'S ADDRESS— DDRESSsLOCATI LOCATION OF BUILDIN US F B%DING f SIZE OF STRUCTURE I _ X SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDIN.G// ROOF COVERING FLOOR TYPE 49!.= - ESTIMATED COST OF CONSTRUCTION- $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:�� ' I — FRONT SIDES /'^"' REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will tact the Building Division and obtain any necessary permits, inspections, and approvals to compl with he requireme is in ayptat time and before occupancy. Date � Signature of Owner10 Permit Fee - $60.00 1 The above described AG Building is exempt fror> a4a u' inpermit Receipt No. Manager Building Division By ^ Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Ism Manager Building Division By ^ Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant PERMIT NO. PERMIT EXPIRES OWNER David Daigh CONTR. owner LOCATION (A.P. 414-39 SW corner of ;Durham-0rov.Hwy & Esquon Rd., Durham Sj Temp. Power Pole Called PG&E Temp. Elec. Sere Called PG&E _ Temp. Gas S, _ Called PG&E _ JOB FINALE"D Ir Framing //I Aeal Water Htr. Stucco Final Subpanels Mesh MECHAICAL Gird. Fault Prot. % Scratch Heating Service Brown Cooling Temp. Pole Finish Durtc I InrinrnrnunA Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping ' OBILEHOME INSTALLAI ION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS t C� (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF -PUBLIC WORKS BUILDING INSPECTION RECORD ,rr BUILDING BUILDING (Cont'd) PLUMBI G ' Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Insulation / Heaters Slab Prov. for phsically Appliances Carport handica edy Conformance of ex. Gas Piping8� Test Footings —2 structure Temp. Gas Slab Final Sanitation Patio LACE Final Footings Fo tin ELECTRICAL Masonry Walls ro Rou h Reinf. Steel i a / Fixtures Bond Beam FIRE SPRI KI FR -4 I Mntnrc Framing //I Aeal Water Htr. Stucco Final Subpanels Mesh MECHAICAL Gird. Fault Prot. % Scratch Heating Service Brown Cooling Temp. Pole Finish Durtc I InrinrnrnunA Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping ' OBILEHOME INSTALLAI ION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS t C� (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS R T NO. s 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 —e_*7 MiLICATION AND PERMIT ASSESSOR PARCEL ��l °- �c'f/( ' ZONING I UILDING PERMIT O E TELEPHONE OW R'S MAILING ADD S SQ. FT. OCC. BUILDING VALUA ION CONTRACI NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN LENDER'S MAILING ADDRESS Total Valuation Is Filing Fee Permit Fee Z $ 10.00 $ ;Q ARCHITECT OR ENGINEERLICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee Penalty Permit fee $ $ $ �� Q BUILDS ADDR Ss r S PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTME SF Duplex❑ Mobilehome❑ Other `--ivo Val PECI FY sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Re odel ❑ Utilities ❑ Installation ❑ Other [I Describework: 3rdELECTRICAL �i —7 S� Permit Fee $ contractor PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST-( DWELLING OCCUP.y\ OR ADDNS. ACG. BLOGS. / 22 sq ft CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business50@25s and Professions Code and my license is in full force and effect. ense No. Classification LZ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWCON5TR I -OUTLET 2,50 ea NO N.R ESID BRANCH CIRC ITS NEW CONSTR /POWER APPARATUS 6� NON-RESID. %SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES BAL@10Q Ex. Occup.(.TL TL E TS IXEDP(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Ce ificate of Workmen's Compensation Insurance or a Certificate 0 onsent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, •udgments, costs, and expenses which may in any way accrue se ue=oftheanting of this permit. agai��o x Date � Signature A Applicant - Owner ❑ Contractor ❑ Agent El An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE OCCuP. CROUP I TYPE of CONST. PARCEL PD I No I IISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT94-0-Y PUBLIC BY IPER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS `� Date _// d � �� Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT V COUNTY OF BUTTE - .RTMENT OF PUBLIC WORKS 7 County Center Drre Oroville, California 95965 //l1 Telephone: 534-4541 APPLICATION AND PERMIT authorize repr tatives of the ount of Butt .to enter upon the above-ment' ned p operty fo ) pection urp es. � Z, -,- log D Ignature of Permitee or A�t Receipt No. �y White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This 4ermitis hereby issued under the applicable provisions of theB tte County Code and/or resolutions to do work indicated abov for which eVs have been paid. ,,/bI ECTOR OF PUBLIC WORKS WAVA % / �J/Va . , Building permit expires Date BUILDING Owner SO. FT. OCC. BUILDING VALUATI Mailing Address .35a :Wet Telephone No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee VAA___ 91�fwl�d_ Ad- q.- PLUMBING No. @ FEE (57 PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. — q--3_ Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F I Fire Dept. Fire Zone I Use Permit Gas piping system 1 - 5 outlets 1.50 anitation EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 13 Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ af z 4,T- ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 25,00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( DWELLING OR ADDNS. ACC. BLDGS.CCUP. !i) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR. MULTI -OU_ T NON-RESID BRANCH cIRCUITs)l 2.50ea NEW CONSTR. (POWER APPARATUS 8 NON-RESID. SINGLE OUTLET CIR. 259t I Ex. Occuo(OUTLETS OR FIXTIIRES) g L iB FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 ti fi�J Mobile Home Facilities 15.00 Lice No. Classification Misc. Wiring 6.25 am exempt f om the Contractors License Laws 4he State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. - certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to build' construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize repr tatives of the ount of Butt .to enter upon the above-ment' ned p operty fo ) pection urp es. � Z, -,- log D Ignature of Permitee or A�t Receipt No. �y White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This 4ermitis hereby issued under the applicable provisions of theB tte County Code and/or resolutions to do work indicated abov for which eVs have been paid. ,,/bI ECTOR OF PUBLIC WORKS WAVA % / �J/Va . , Building permit expires Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS M. 7 County Center Drive — Oroville, California 95965 �� Telephone: 534-4541 APPLICATtON AND PERMIT BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address Rn V Telephone No. V- Contractor Fireplace Mailing Address Telephone No. Total Valuation Permit Fee () S ( Y Plan Checking Fee&/or Penalty Building Address ` Permit Fee S Qu PLUMBING No.1 @ FEE PERMIT FILING FEE J$3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 • Water piping 1.50 A. P. NO Zoning & Planning Each gas water heater or vent 1.50 F W FireDept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 Parking Parcel Each additional outlet .30 EOA Plans Declaration Parcel Map 60' R/W Improvements Building sewer 5.00 Bldg. PI s Recd Parcel AEErovol Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION UTILITIES ❑ OTHER ❑ Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5•�� Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD•L 100 AMP 2.50 Main service OVER e O 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ADWECCLBLDGS.LING CCUP. 7i) 2¢Sgft NEW CONSTR. MULTI -OUTLET CONTRACTORS LICENSE LAW NON.RESID ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS & I am licensed under the provisions of Chapter 9, Div. 3, of the NON.RESID. (SINGLE OUTLET CIR. State of California Business 81 Professions Code under the name Ex. OCCUp(OUTLETS OR FIXTIIRES a ICO FIXED APLNS. style of: Ex. Occup. ( OUTLETS P(RESID )KEA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 License No. Classification I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. lJ certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XZwop ate S' nature of%/ eermitee or Agent Receip No. I LL /�::% White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Permit Fee $ MECHANICAL No. @ PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 1 2.00 Permit Fee $ Land Development Fee $ TOTAL PERMIT FEE is This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF ELIC WORKS BY � Date 7-L-7 Kilng permit expires Date %—Z David �� ev"Unco b=^-- ... ..�' -w RODS MIZED - VALVE GRINDING BEARINGSNGS ANY SIZE - LINE BORING Jr.. Lnusu VINTAGE AUTO SPECIALIST 2106 Park Avenue Chico, Californiaal95926 Phone: [916] 342-9575 0,91 �4— 2-, i i 'PERMIT NO. P E M MH UTIL. 'PERMIT NO. f PERMIT EXPIRES OWNER Jim Rice r CONTR. LOCATION (A.P. 40-14-39 ) iv/s Esquon Rd, 1st house . s/. -.of Durham roville Hwy, Durham 1 Temp. Power Pole Cal le' PG&E _ Templec. Serv._ Called PG&E _ Temp. Gas Serv. _ Called PG&E _ JOBe-- FINALED (Date .- Z—e ( ature) r COUNTY .•� � f OF BUTTE — DEPARTMENT OF PUBLIC WORKS. BUILDING INSPECTION RECORD •_ BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms �. Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough L — Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing 12— — , Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — -OFPA}RTMENT OF PUBLII ' 7 County Center Drive — Orovi lie, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT Owner _T_�� Mailing Address cl Contractor Mai I Ing Address Building Address �/SZ 41— Telephone No. Telephone No. A. P. No. Zoning & Planning F C. I S n Fire Dept. Fire Zone Use Permit EQA ParkingT Parcel Parcel Ma 60' R/W Im is Plans Declaration P Prove BI P4, R7 Parce Approval Plan pproval s - NEW ADDITION JR UTILITIES ❑ OTHER ❑ Single Family � Duplex ❑ Mobil Home ❑ Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification KS _ BUI%INGy SQ. FT. I OCC. I BUILDING VALUATION Fireplace $ Total Valuation No.1 @ FEE Permit Fee $3.00 U, Plan Checking Fee &/or Penalty Permit Fee $ PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 Gas piping system 1 - 5 outlets 1.50 Each additional outlet 30 Building sewer 5.00 Lawn sprinkler system 2.00 Permit Fee $ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 U, Main service incl. 1 meter ditional meters, each 1.00 b -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures lafioR s.,switches & fixoutlets HIMM7 Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 Misc. wiring Z-1 am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heatina Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 'I certify that in the performance of the work for which this permit is issued I"shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X GCa:: Date �(� G — %T_ /etPN nature ofPermitee or Agent o.��.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Cooling Ventilation Hood Permit Fee $3.00 2.00 $ FEE TOTAL PERMIT FEE is jG This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR PUBLIC WORKS B Date /,(-�CJ-77 uilding permit expires Date ...............��-�-.7s�.... 1 A PERMIT NUMBER _ B 3171-73B P E I PERMIT EXPIRES ;OWNER Jim Rice u CONTR: Owner LOCATION (A.P, 40-14-39 W/S Esquon Rd., 1st house 'So. of Durham- Orovi]Le Hwy., Durham R /vu v�G�a•<lorl �a/C i' � k t '1 1 COUNTY OF BUTTE Department of Public Works BUILDING INSPECTION RECORD"' Zoning Setback 2 O ` � � Forms 8--73 Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath &'Plaster Rein. Steel Gas Piping & Test Found. Vents Framing Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, - OrGville, California 95965 l Telephone: 534-4541 / APPLICATION AND PERMIT authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. x"`'_L �w Date 7" 7- ignatur/e of Permitteeeee or Agent eceipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS By Date .Building permit expires Date BUILDING OwnerL e— -SQ. FT. OCC. BUILDING VALUATION Mailing Address T "Oe �^ Tel phone N%� Fireplace Contractor GtJ -P✓ �- Total Valuation d� Mailing Address C Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ d $ C4 S.0- Building Addre � -- Q' PLUMBING No. @ FEE PERMIT FILING FEE $2.00 V G Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. - f' 3 9 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 S C. San it Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 �,� _gwg, P aT—ns Recd �— Parcel Approval Pions Ap Permit Fee $ $ NEW -pr ADDITION � UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ;74 Af C4!aSLSAl. Main service incl. 1 meter 61 e ✓ L p of Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures 25 bol Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. Elhave placed on file with the County of Butte a certificate of 'workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. • MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. x"`'_L �w Date 7" 7- ignatur/e of Permitteeeee or Agent eceipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS By Date .Building permit expires Date I 7 Z. :t 40 S (D . rte-► ? - ( �'�. ` ♦ ' tg@Code pro 046acL -�, o m __._ 1h of the dha ft a 2 ft road S0 ft t edIle perms , om off, /tti (DO. ' _ o m N!F t 3"¢i: .._ w ... �-\ .�'".�4�` >>-° � I?7 i'.� j,. � K; ��Yf+''.1m•D) '�' s� a tlC „rfjb..w �,.. r .- t � ��-!'< _ � \_ �..h\ q�pS (`+{ may., 7Lp• �'3" .�.. .r"•re� 'r_-v t ' ''. .::r� ' "`^4� r h• t; ' '�.. 'ti. ,. '...' i"r 91 • �,.'L';N �'�. -?.v •'�1'yx�_''Ww'. T"#. -.`��.d "�qE �5�. .jis+'�Y'+_r�as� ?+ea` +p.•. ."�,� .'s,; �'� ?- ,,a. � t'. 2ry.., ..� • :: i w 'arr t3" _ `s Tk+,iEN'^i° >�-.♦ Y, � �� 3 x�x .- _ � ' :M . . 71Y �t 4 'z.: .y+.�� -.,. _ 1��" .J'k• ,�9 4 � '^c' i 'Fi.'D� �:� t. �w{''�: � . i..� _. 1 .• 11 ■ .. '�' � vxf F� NON-RESIDENTIAL BUILDINGS -- ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, Z2PL,1 D 13A /65 L , owner of the building to be constructed as a (please print) --JD M [F J N D U S T 9under at (bldg.permit no.) (location) G 2 5 0 Ole 14 A 1`11 - f2A -/7-o /y I-) LAJ � , 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 (S) 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 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT 0'� 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND P�RMIT' ' ASSESSOR PARCEL NUMBER 040-140-039 ZONING A-10 BUILDING PERMIT OWNER TELEPHONE 342— 575 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDR S Durham 38 17 00 D-2 3C 7 200.00 800 anpe 1667000.00 CONTRACTOR'SN ME North TELEPHONE -472 6 CONTRACTOR'S MAILIN ANUS- Chico 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 7 200. OQ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 381,50 ARCHITECT OR ENGINEER *1 Pizrj no LICENSE NO. 32934 Plan Checking Fee $ 190.75 ARCHIT CT OR ENG' ER'S MAIL' G ADDRESS 206 S. Lincoln St. Port Angeles, WA 98362 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 587.25 9177 Esquon Rd. , Durham PLUMBING PERMIT Filing Fee 15.00 Each Trap 31 5.00 15.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Auto Mach Shop SFE] Duplex❑ Mobilehome❑ Other Hame Occnnanca SPE Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 15,00 Mobile Home S G W @ 15.00 TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilitiiess ❑ Installation[:] Other ❑ Describe work: 'mac y 1 Permit Fee $ 52.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service ESS 200AOR00V OR LLESS 18.50 CONTRACTORS LICENSE LAW I declare under enalt of ur p y p er l y (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and my license is in full orce and effect. License No.)4 Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. DWELLING OCCUPM 3.64 sq.ft. OR ADONS. ACC. BLDGS. I NEW CONSTR. ULT'_OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 /POWER APPARATUS &\ (SINGLE OUTLET CIR. I Ex.OccuP\OUTLETS OR FIXTURES 20 7 / AL 0 6 FIXED ALNS. EX. OCCUp. OUTLETS P(RESID )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. FqJ I have placed on file with the County of Butte Building Department LFO a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the Count of Butte ag ainst all liabilities, judgment , osts, and expenses which may in any way accrue against id County in on eq of the granting of this permit. X . Date f % �! Signature of Appl'cant — Owner ❑ C.n1,..1orW Agent An OSHA permit is required for excavations over 5'0" deep and demolition or co rr t_ ion of structure over 3)stories in height. tr Mobile Home Installation Fee S Energy Inspection Fee $ o±� CONSTT E V TO L FEE $ 6 9.5 HAz FEES I LO CDF YPARC PD HD Issu This permit is hereby issued bnder the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated a ove for which fees have been paid. DI F PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt o0 .J 2S `� 4�� !� 0 0 WHITE-O.P.W., YELL&W-ASSESSOR, PINK-INSP OR. GOLDENROD -APPLICANT C 1 : �,� �� . ., � � : i i� .�L,�: m'�.`s."y?'';- �«- "r * �. '; w.:*s �:-�a :±:"�E.�i: w.`�':.7•^.sl+i-{ry�T+�'1'•'R3`:NafY` �''k�.r `l.l;*�j�.'� '��tti�.=S'.y .t'' �-/�.i _ P. j.(i.l.�,✓;:t-5,:./j7i�.�"-dt�di 'z _.:•- .- - - : ' • •jt _ t.- . 040-14-0-039 93-1051 E : DAIGH, DAVID 9377'ESQUON RD, DURHAM CONTR: JONCO ELECTRIC FOR AUTO MACH .SHOP' • NT�.�S'�J " S t n COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND`PERMIT PERMIT NO. r -T- � ASSESSOR PARCEL NUMBER 040-140-039 OWNER ZONING A-10 BUILDING PERMIT David R. Daigh Tid=OS SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 9377 Esquon Rd., Durham 95938 Jonco CONTRACTOR'S NAME ^ A� f:I, I 41 llllll 1( CONTRACTOR'S MAILING ADDRESS P.O. Boxe3476, Chico 95927 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 9377 Es uon Rd., Durham PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Auto ?tach. Shop SF ❑ Duplex[] Mobilehome❑ Other ?;ome Occupancy SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS LESS 18.50 37.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business/POWER and Professio s de and y license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A) 37.50 oR ADDNSCONST DWEDWELLINGSCCUP.yd\ 3.64sq.ft. .00 // NEW CONSTR.ULT"OUTLET NON -RESIN BRANCH CIRC ITS @ 5.00 • 00 APPARATUS 61 (SINGLE OUTLET CIR. / 20 76 Ex. Occup(OUTLETS OR FIXTURESFIXED APLNS. Ex. Occup. OUTLETS PRESID )REAJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 146.00 � WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also -agree to save, indemnify and keep harmless the County of Butte against all fiabilj'ies, judgme ks',fcosts, and expenses which may in an way ccrue against said County i .c'o`n equence of the granting of this per it X _ Date of Applicant — Owner Contractor ❑ Agent ❑ . An OSHA -permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 146.00 HA2 DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sionsSignature of the Butte County Code and/or resolutions to do work indicated,a6ove for which fees have been paid. / DIREC/OI! OF (UBLIC WORKS ��i D By aPERI�V IT PIRES bate Z L Receipt No. 136079 WRITE-D.P.W.. YELLOW-ASSE330R, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPA;;� MENT OF PUBLIC WORKS 7 County Center Drive - Oroville California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 040-140-039 ZONING A-10 BUILDING PERMIT OWNER David R. Daigh TELEPHONE 342-9575 SO. FT. OCC. BUILDING VALU ION OWNER'S MAILING ADDRESS 9377 Esquon Rd., Durham 95938 CONTRACTOR'S NAME Jonco •T p�p�� cOS CONTRACTOR'S MAILING ADDRESS P.O. Box 3476, Chico 95927 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 377 Es uon Rd., Durham PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Auto Mach. Shop SF [I Duplex❑ Mobilehome❑ Other Home Occupancy SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 37.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y P er l y (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi s de and y license is in full ce a d effect. License No. Classification F-1 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1o00A1 37.50 NEW CONST. ( DWELLING 3.64-q.ft. OCCUPM 8/x.00 OR ACDNS. ACC. BLDGS. / NEW CONSTR ULTI.OUTLET NON-RESID BRANCH CIRC ITS 2 @ 5•00 10.00 (POWER APPARATUS e) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED APLISIS EX. Occup. OUTLETS P(RESIC IKEA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee— WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1d1 I shall not employ any person in any manner so as to become subject �! to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I al ee to save, indemnify and keep harmless the County of Butte against all abil ies, judgme osts, and expenses which may in an way ccrue agai t sa d my ' on quenc of the granting of this per it X Date Z Signat *e of A plica t — owner contractor ❑ Agent ❑ An OSH ermit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 146.00 HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE j This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do j work indicated 'ove for ch fees have been paid. CT O UBLIC WORKS By Da PER I PIR S Date Z Z. Receipt No. 136079 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF.136 ELOPM ENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER PA. P. No. yd-�yUr 9 Proposed Building Use Building Inspector Cl. Date _ y-2/-93 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: V/ DATE RECEIVED BY 1. All 't h b b 'tt d 2. 3_ .4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. i ems ave een su mi e ......................................... . Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ . .............. ........................... . Impact fees as shown on attached schedule. .. -7 ........................ . California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer ................... Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit. ........................................ . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ......... Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy)... . . �Preanspection request - Pre -inspection for required. . to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ) ............ Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... Letter of intent on building use . ................. ........................ Mobilehome utility clearance . .......................................... Documentation of legal access . ..................... :.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ...................................... Plan check list . ..................................................... When ou issue the permit, process as follows: Maul to owner. Mail to contractor. Telephone -$ Gj and hold for pickup at office. Deliver with inspector. Other Parcel Creation � ZlX9, Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. ollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works _j II TC { I 1:5.0,0 + ..37..,00 + 84-00 + 1.0-00 + 146•`00 *I COUNTY OF BUTTE - DEPARTMEN' OF PUBLIC WORKS PERMIT NO. County Center Drive-Oroville;.California 9505 - Trlupllone: X16."SQA- 541 .;APPLICATION AND P:RMIT ASSESSOR PARCEL NUMBER ZONING t BUILDING PERMIT OWNER r TELEPIHONE SO. FT. I OCC. I BUILDING VALUATION 4477 Vnimunn Rd. Durham (MIR CON TRM'S =IAMAILIN ADDRE S T mop -Pc %&k 3'Y3 0 CONSTRUCTION LENDER UNKNO ==�-,._ N .- ireplace Total Valuation FI In Fee g S 15-00 LENDER'S MAILING ADDRESS • - ' iii' RLICENSF-NO. Permit Fee S ARCHITECT OR ENGINEER Plan Checking FeeDrill s - Energy Plan Ch king Fee 3 ARCHI CT R ENGI ER'S MAIL G ADDRESS - Lincoln206 S. Port eles WA' 98364• Penalty $ _BUILDING ADDRESS - Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap o01 Solar or heat pump water heater 20.00 AME dr _-..-, .t. `p ARCE MAP LOT NO. [SUBDIVISION NAME..,..] ` pp Water piping 7.00 Each oas water heater or vent 7.00 + USE OF STRUCTURE :;��tltQt•MBC_SIm1� S, 11. SF ❑ Duplex ❑ Mobilehome❑ Other_H%tB UCCtiDAliCV `` _ • SPECIFY .Mobile Gas piping system 1 - 5 out is 5.00 Building sewer 15.001 Home 1,R1 G I W 1 15.00 TYPE OF WORK Vew ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ )escribe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service OOvRLESS 200A OR LESS Main service 200ATO1000A1 NEW CONST. DWELLING occup.a,' OR AODNS. ACC. BLOGS. 18.50 37.501 3.6asrt.ft.1 j , CONTRACTORS LICENSE LAW declare under penalty of perjury (check one): f 71 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sale compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec. Business and Professions Code for this reason NEWCONSTR. ULTI.OUTLET NON.RES10 BRANCH CIRCTSPOWER @ S.00j - APPARATUS s) SINGLE OUTLET CIR. Ex. OCCUp� OUTLETS OR FIXTURES 20 76u q Q 49 Ex. Occup. OUTLETS P(RESIO 1REA.) j 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9.15.001 —502w - Permit Fee $ WORKMEN'S COMPENSATION INSURANCE declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Contractor MECHANICAL PERMIT FiIIng Fee 15.00 Heating of Consent to Self -Insure. Cooling ❑ I shall not employ any person in any manner so as to become'subject Hood 6.50 to the W. C. laws of California. Ventilation dotice to Applicant: If after making this statement, should you become subject o the W. C. provisions of the Labor Code, you must forthwith comply with such Permit Fee $ irovisions or this permit shall be deemed revoked. Contractor certify that I have read this application and state that the above information Mobile Home Installation Fee S s correct. I agree to comply to all County Ordinances and State Laws relating 3 building construction, and hereby authorize representatives of the Countyot Energy Inspection Fee $ lutte to enter upon the above-mentioned property for inspection purposes. OCC CONST TYPE also agree to save, indemnify and keep harmless the County of Butte against I TOTAL FEE $ II liabilities, judgments, costs, and expenses which may in any way accrue MAz 0FEES I IMP I FlOOo I COF PAgCEL IPO gainst said County in consequence of the granting of this permit. C44 Date This permit is hereby issued under the applicable provi- ignorure of Applicant — Owner ❑ Contractor ❑ Agent ❑ sions of the Butte County Code and/or resolutions to do n OSHAy work indicated above for which fees have been paid. permit is re ulred for excavations over 5'0" deep and demolition or construet- In of structures over 3 stories in halght. DIRECTOR OF PUBLIC WORKS /-� 661 -7 0 By Date Weceipt No. er,Tt-o. r. w., TCILOW--s eCsso w, PINGPERMIT EXPIRES Date -INaPtCTON. GOLOCNnOa-APPI, I CANT 4016� t r I .�j +n INks Q ! f I I I r r + t Butler Manufacturing Company S f g 7440 Doe Avenue s BUTLER Post Office Box 1590 No. C 045618 i# Visalia, California 93279-1590 Exp. Dec. 31, 1994 r December 16, 199 Phone: (209) 651-4855 CIVI`,�a\� Bob Parsons 40' x60' x12' LRDS 1/2:12 _1`( North Valley Ready -Mix David Daigh-�/ ' #11 Three Sevens Lane Durham, CA Chico, CA 95926 BMC ORDER NO. 04-041147-1 Bldr. No. 92-86 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 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 ft. 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 2312 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 without exceeding the allowable working stress. This certification does not cover field modifications or design of materials not furnished by Butler Manufacturing Company. -( 3 %/ C ial y s BUTTE CC(NN BUILDING DEPARTMENT avid S. D on, P.E. APPROVEProject Engineer DSD : cc �3 RR EFABRICATED STEEL BLDG. FOUNDATION DESIGN MANUFACTURER: BUTLER MANUFACTURING CO MFGR'S JOB NO: D92-041147 LOCATION: BUTTE CO., CA. RIGID FRAME REACTIONS CASE 1: DL+LL F (KIPS) % F/% ---------------------- H (LEFT) 1.61 100% 1.61 V (LEFT) 6.12 100% 6.12 V (RIGHT 6.12 100% 6.12 H (RIGHT -1.61 100% -1.61 CASE 3: DL+WL (RIGHT) F (KIPS) % F/% ---------------------- H (LEFT) 0.41 133% 0.31 V (LEFT) -3.03 133% -2.28 V (RIGHT -3.94 133% -2.96 H (RIGHT 2.62 133% 1.97 POLARIS ENGINEERING AND SURVEY 111 EAST THIRD ST, STE 1D PORT ANGELES, WA 98362 206-457-5393 JOB NO: 92322 CASE 2: DL+WL (LEFT) F (KIPS) % F/% ------------------ -2.62 133% -1.97 -3.94 133% -2.96 -3.03 133% -2.28 -0.41 133% -0.31 CASE 4: DL+WL @ BB F (KIPS) % F/% ---------------------- 2.00 133% 1.50 -1.00 133% -0.75 0.00 133% 0.00 0.00 133% 0.00 GOVERNING FRAME REACTIONS (SIGN FOR LEFT SIDE): +H = 1.6 = MAX HAIRPIN OR TIE TENSION -H = 2.0 = COMPRESSION TO SLAB +V = 6.1 = MAX GRAVITY LOAD -V = 3.0.= MAX UPLIFT ENDWALL POST REACTIONS CASE 1: DL+LL F (KIPS), % F/% ---------------------- H (+/-) 1.0 100% 1.0 V 4.5 100% 4.5 CASE 3: DL+WL (OUT) F (KIPS) % - F/% ---------------------- H (+/-) -1.0 133% -0.8 V -1.8 133% -1.3 CASE 2: DL+WL (IN) F (KIPS) % F/%' ---------------------- 1.0 133% 0.8 -1.8 133% -1.3 CASE 4: DL+WL @ BB F (KIPS) % F/% ---------------------- 0.0 133% 0.0 0.0 133% 0.0 GOVERNING ENDPOST REACTIONS (INTERIOR): H = 1.0 = WIND - IN OR OUT +V = 4.5 = MAX GRAVITY LOAD -V = 1.3 = MAX UPLIFT CONCRETE SLAB: THICKNESS = 3.5 INCHES REINFORCING: BAR SIZE: BAR SPACING 6/6/10/10 GA W 24 " O.C. --> Y --> TOTAL: 0.00 SO IN/FT 0.03 0.025 SO IN/FT 'R'W SIOryq� ac 3 CIV OF CA1.\E�� Vv auicorr�G CO�'�r APpliovleo �93 SHEET 1 OF 6 PZATERIALS AND ALLOWABLE STRESSES: SOIL BEARING CAPACITY 1.00 KSF + INCREASES FOR DEPTH AND WIDTH CONCRETE AND REINFORCING: CONCRETE f'c = 2500 PSI @ 28 DAYS DEAD WT = 150 PCF STEEL Fs = 20 KSI n = 10 ASSUMED j = 0.88 FOR Mr CALCULATIONS ENDWALL FOOTING IN UPLIFT b = 12 IN_. d = 18 IN TOP REINFORCING 4 BARS TOTAL OF 1 TOP As = 0.20 SQ IN BOTTOM 4 BARS TOTAL OF 1 BOT As = 0.20 SQ IN WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr = 4/3 fs x SLAB As x j x T/2 = 1.03 K -IN = 86 LB -FT SLAB WEIGHT = 44 PSF EFFECTIVE WIDTH = Ls = SQRT(2 x Mr/Wt) 1.98 ft. EFFECTIVE WT OF SLAB = Ls x Wt = Ws = 87 LBS/FT WEIGHT OF PERIMETER FOOTING AND SLAB FOOTING Mr = 4/3 x fs x TOP As x j x (d-2" COVER) 75.1 K -IN = 6258 LB -FT FOOTING WEIGHT = 225 LB/FT TOTAL WT = SLAB + FOOTING = 312 LB/FT EFFECTIVE FOOTING LENGTH = Lf = SQRT(2 x Mr/Wt)+d = 7.84 FT TOTAL DEAD WEIGHT = 2 X Lf x Wf = 4884 LBS = 4.9 KIPS / MAXIMUM UPLIFT (ADJUSTED TO 100%) = 1.8 <--- OK w/ ENDWALL FOOTING IN BEARING SOIL BEARING CAPACITY: INCREASE FOR DEPTH = 110% INCREASE FOR WIDTH = 0% SOIL BEARING CAP = 1.10 KIPS REQUIRED BEARING AREA = 4.08 S.F LENGTH OF FOOTING REQ'D FOR BRNG = 4.08 FT CANTILEVER L = BEARING L/2 -2d= 0.54 FT MOMENT = SP x WIDTH x L^2/2 = 0.16 K -FT P = 0.11% K = 0.138 J = 0.954 fs = 0.7 KSI Fs = 20 <--- OK fc = 11 PSI Fc = 1125 <--- OK ✓ SHEET 2 OF 6 C�Ywr�6- SIDEWALL PERIMETER FOOTING IN UPLIFT J b = 12 IN. d = 12 IN. Z TOP REINFORCING 4 BARS TOTAL OF 1 TOP As = 0.20 SQ IN BOTTOM " it4 BARS TOTAL OF 1 BOT As = 0.20 SQ IN WEIGHT OF PERIMETER FOOTING AND SLAB FOOTING Mr = 4/3 x fs x TOP As x j x (d-2" COVER) = 46.93 K -IN = 3911 LB -FT FOOTING WEIGHT = Wf = 150 LB/FT SLAB WEIGHT (FROM ABOVE) = 87 TOTAL SLAB + FOOTING WEIGHT = 237 LB/FT EFFECTIVE FOOTNG LENGTH = Lf = SQRT(2, x Mr/Wt)+d = 6.75 MAX WT OF FTNG + SLAB = 2 x Lf x Wfe = 3193 LBS = 3.2 KIPS RIGID FRAME FOOTING DIMENSIONS PER DRAWING " E" S = 4 IN T = 6 IN _ TOP REINFORCING 4 BARS TOTAL OF 3 TOP As = 0.60 SQ IN Z BOTTOM " it 4 BARS TOTAL OF 3 BOT As = 0.60 SQ IN RIGID FRAME UPLIFT FOOTING WT = 1000 LBS = 1.0 KIPS SLAB AT FOOTING 0.2 KIPS OVERBURDEN @ 11OPCF = 0.1 PERIMETER FOOTING AND SLAB = 3.2 TOTAL DEAD WEIGHT = 4.4 KIPS MAX UPLIFT (ADJUSTED TO 100%) = 3.9 KIPS <--- OK RIGID FRAME IN.BEARING SOIL BEARING CAPACITY: i INCREASE FOR DEPTH = 10% INCREASE FOR WIDTH = 7% ALLOWABLE SOIL PRESSURE = 1.17 KSF ACTUAL SOIL PRESSURE = 1.15 XSF <--- OK POSITIVE BENDING IN FOOTING CANTILEVER L = FOOTING L/2 = 2.00 FT MOMENT = SP x L"2/2 = 2.30 K-FT/FT P = 0.33% K = 0.22701 fs = 3.3 KSI FS = 20 fc = 97 PSI flc = 1125 J = 0.924 <--- OK // <--- OK SHEET 3 OF 6 NEGATIVE BENDING IN FOOTING MOMENT DUE TO PERIMETER FOOTING = 8.58 K -FT MOMENT DUE TO FOOTING WT = 0.50 K -FT TOTAL NEG. MOMENT = 9.08 K -FT P = 0.33% K = 0.22701 J = 0.924 fs = 13.1 KSI FS = 26.6 <--- OK fc = 289 PSI f'c = 1496.25 <--- OK HORIZONTAL FORCES TO SLAB AT RF HAIRPIN / FRAME TIE ANGLE TO SIDEWALL = 45 DEG REQ'D As = 0.11384 SQ IN TOTAL = 0.06 SQ IN/LEG STEEL: 4 TOTAL OF 1 --> As 0.20 <--- OK---,, REQ'D SPREAD FOR SLAB TO TIE FRAMES = 3.2 FEET TOTAL REQUIRED HAIRPIN LENGTH = 4.55 FEET COMPRESSION TO SLAB: SLAB AREA AT RF FOOTING = 168 SQ IN fa = 12 PSI Fa = 0.25 X f'c 625 PSI <--- OK `/ SHEET 4 QF 6 ANCHOR BOLT STRENGTH DESIGN CALCULATION•PER UBC 2624 Fc = 2500 PSI 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 DEAD LOAD + WIND LOAD FACTOR <= .75 X 1.4 X 2 = 2.1 RIGID FRAME BOLTS DIAMETER = 0.75 INCHES FULL AREA = 0.442 SQ. IN. (USED FOR CONCRETE STRENGTH) ROOT AREA = 0.302 SQ. IN. (USED FOR STEEL STRENGTH) NO. BOLTS = 1 ROWS OF 2 BOLTS = 2 EMBEDMENT = 10 INCHES GAGE = 4 INCHES EDGE DIST = 5 " PITCH= 0 it STEEL: Ps = 16.3 KIPS/BOLT = 32.6 KIPS TOTAL Vs = 13.6 27.2 it CONCRETE: As = PER ATTACHED SKETCH 312.5 SQ. IN. At = PITCH x GAGE = 0.0 SO IN PHI x Pc = 28.4 KIPS PHI x Vc = 11.5 KIPS/BOLT = 23.0 KIPS TOTAL LOADING COMBINATIONS: #1 - DL + LL / MAX TENSION = 0 KIPS X LF = 0 <-- Ok ✓ MAX SHEAR = '1.61 KIPS X LF = 5.474 <-- OK COMBINED CONCRETE = 0.09 <-- OK COMBINED STEEL = 0.04 <-- OK #2 - DL + WL MAX TENSION = 3.94 KIPS X LF = 8.274 <-- OK MAX SHEAR = 2.62 KIPS X LF = 5.502 <-- OK COMBINED CONCRETE = 0.22 <-- OK COMBINED STEEL = 0.11 <-- OK #3-DL+WL@BB MAX TENSION = 1 KIPS X LF = 2.1 <-- OK MAX SHEAR = 2 KIPS X LF = 4.2 <-- OK COMBINED CONCRETE = 0.06 <-- OK COMBINED STEEL = 0.03 <-- OK L/ SHEET 5 OF 6 l_ ENDPOST BOLTS DIAMETER = 0.75 INCHES FULL AREA.= 0.442 SO. IN. (USED FOR CONCRETE STRENGTH) ROOT AREA = 0.302 SO. IN. (USED FOR STEEL STRENGTH) NO. BOLTS = 1 ROWS OF 2 BOLTS = 2 TOTAL EMBEDMENT = 10 INCHES GAGE = 4 INCHES EDGE DIST = 5 PITCH= 0 " STEEL: Ps = 16.3 KIPS/BOLT = 32.6 KIPS TOTAL Vs = 13.6 " 27.2 " CONCRETE: As = PER ATTACHED SKETCH = 312.5 SO. IN. At = PITCH x GAGE = 0.0 SO IN PHI x Pc = 28.4 KIPS PHI x Vc = 11.5 KIPS/BOLT = 23.0 KIPS TOTAL LOADING COMBINATIONS: #1 - DL + LL MAX TENSION = 0 KIPS X LF = 0 <-- OK MAX SHEAR = 1 KIPS X LF 3.4 <-- OK COMBINED CONCRETE = 0.03 <-- OK COMBINED STEEL = 0.02 <-- OK #2 - DL + WL MAX TENSION = 1.8 KIPS X LF = 3.78 <-- OK / MAX SHEAR 1 KIPS X LF = 2.1 <-- OK COMBINED CONCRETE = 0.04 <-- OK COMBINED STEEL = 0.02 <-- OK #3 - DL + WL @. BB MAX TENSION = 0 KIPS X LF = 0 <-- OK MAX SHEAR = 0 KIPS X LF = 0 <-- OK COMBINED CONCRETE = 0.00 <-- OK COMBINED STEEL = 0.00 <=- OK DATE: 12/31/92- TIME: 2/31/92TIME: 01:02 PM SHEET 6 OF 6 BUTLER ANCHOR BOLTS EDGE CONI = 5L .2° SIDING NOTCH NOTCH RIGID FRAME BOLTS i NOTCH IL RIGID FRAME BOLTS . BL 5NDPOST BOLTS SIDEWALL NOTCH RIGID FRAME BOLTS SIDEWA`LL A 81DWs NOTC 4 /�- E5L RIGID FRAME BOLTS %- 401.%4 ENDWALL / SIDMG NOTCH ENDPOST 80LTS AREA - 22.68 SQ IN. F R A M E D E S I. O N - R E A C T I O N S DATEt 12/16/92 CADDS TIME: 11122 AM PAGE: 15 ----------------------------------------------------------------------------------------------------------------------------------- ORDBR ; 041147 BUILDER - NORTH VALLEY READY -HIR BLDR ORDER # 92-86 BLDR ACCOUNT Y 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE R 916-345-7296 PROJ NAME - DAVID DAIGH ENOR ORP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME i 1 DESCRIPTION LRDS 40'-0" 12'-0' 20 PSF 60 MPH UHC 91 .500 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- POSITIVE REACTION DIRECTION R H RIPS Horizontal Force to Right V 2---3---4 V RIPS Vertical Force Up I I I +---H' / 1 5 Z No Loading Combination lH 1V SH 5V Sum H Sum V 1.61 6.12 -1.61 6.12 0.00 12.23 2' DLE+'tWLL": ` -2.62 -3.94 -0.41 -3.03 -3.03 -6.97 3 DL.•+ WLR r -', F 0.41 -3.03 2.62 -3.94 3.03 -6.97 0.09 1.18 -0.58 1.45 -0.49 2.63 5 DL +'-BQR.%t..:'' •' "' 0.58 1.45 -0.09 1.18 0.49 2.63 6 PDL+O,?OPL+2:25EQL not applicable 7,PDL4:0.70PL+2.258QR•" not applicable 8 0.85PDL tr2:-,25EQL.t:. not applicable 9'r0:85PDL' +,=2:258QR''., not applicable 10-DL..+2 258QL; not'applicable 11 DL••-+2.258QR-' not applicable 12 DL + EWP., ' -0.15 -3.48 0.15 -3.48 0.00 -6.97 ID Load ,Case "'f"`` ' 1H 1V 5H 5V Sum H Sum V DL DEAD: -LOAD 0.34 1.32 -0.34 1.32 0.00 2.63 LL LIVB'LOAD 1.27 4.80 -1.27 4.80 0.00 9.60 WLL WIND LOAD LEFT -2.96 -5.25 -0.08 -4.35 -3.03 -9.60 WLR'WIND'-LOAD RIGHT` 0.08 -4.35 2.96 -5.25 3.03 -9.60 EQ SgISHIC LOAD -0.24 -0.14 -0.24 0.14 -0.49 0.00 8WP`EW"WIND•PRESSURE "' -0.49 -4.80 0.49 -4.80 0.00 -9.60 EWF'?W`WIND`"SUCTION '� -0.49 -4.80 0.49 -4.80 0.00 -9.60 P. " t A.,yi7a 1 11 ' f �• ,S fit. a `x� :+.t. ,� ! A • • `.. ' a a +. �. •. F R A M E D E S I G N - R E A C T I O N S DATSt 12/16/92 TIMEt llt22 AM CADDS Et PAG------------------------------------------------------------------- ORDER Y 041147 BLDR CONTACT - BOB PARSONS BUILDER - NORTH VALLEY READY -MIX ------------ BLDR-ORDER-#-92-06 ------ --------------- --------------------- - -----5 BLDR ACCOUNT y 20-04-007-90 BLDR PHONE # 916-345-7296 PROJ NAME - DAVID DAIGH ENGR ORP - Visalia DESIGN SYSTEM FRAME Y 4 DESCRIPTION (TYPE) EWDS (WIDTH) 40'-0" (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) ------------------------------------------------------------------------------------ 120-0" 20 PSF 80 MPH UBC 91 .500 TO 12 POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right V 2-------3-------5 V RIPS Vertical Force Up I Z KIPS Horizontal Out of Plane +---H / 1 4 6 Z No. Loading Combination 1H 1V 3Z 4V 4Z 6H 6V Sum H Sum V Sum Z - DL + LL 2 DL + WLL 0.30 1.90 0.00 4.49 0.00 -0.30 1.90 0.00 8.29 0.00 3 DL + WLR -0.99 -0.94 0.00 -1.77 0.00 -0.57 -0.48 -1.55 -3.19 0.00 4 DL + EQL' 0.57 -0.48 0.00 -1.77 0.00 0.99 -0.94 1.55 -3.19 0.00 5 DL +'SQR. -0.10 0.33 0.00 0.92 0.00 -0.20 0.48 -0.30, 1.73 0.00 6 PDL+0.70PL+2.258QL, 0.20 0.48 not applicable 0.00 0.92 0.00 0.10 0.33 0.30 1.73 0.00 7PPDL+0.70PL+2.258QR not applicable 8...O,85PDL,+.72.25EQL not applicable 9 0.85PDL,+;2.25EQR not applicable 10 DL +2,2580L not applicable 11 DL +2.258QR not applicable 12 DL + 8WP 13 DL + EWS '' 0.22 -0.76 1.67 -1.68 1.33 -0.22 -0.76 0.00 -3.19 3.00 0.22 -0.76 -2.23 -1.68 -1.77 -0.22 -0.76 0.00 -3.19 -4.00 ID Load Case 1H 1V 3Z 4V 4Z 6H 6V Sum H Sum V Sum Z DL .DEAD LOAD LL LOAD 0.05 0.40 0.00 0.92 0:00 -0.05 0.40 0.00. 1.73 0.00 _LIVE WLL�WINO LOAD LEFT 0.25 1.50 -1.04 -1.35 0.00 0.00 3.56 0.00 -0.25 1.50 0.00. 6.56 0.00 WLR WIND -LOAD RIGHT. 0.51 -0.88 0.00 -2.69 -2.69 0.00 0.00 -0.51 -0.88 -1.55 -4.92 0.00 EQ SEISNIC;LOAD -0.15 -0.08 0.00 0.00 0.00 1.04 -0.15 -1.35 0.08 1.55 -4.92 0.00 EWP EW WIND PRESSURE 0.16 -1.16 1.67 -2.60 1.33 -0.16 -1.16 -0.30 0.00 0.00 -4.92 0.00 3.00 1.EW.WIND SUCTION 0.16 -1.16 -2.23 -2.60 -1.77 -0.16 -1.16 0.00 -4.92 -4.00 r�zdV> t d nw- {, y c Ef a Y' , Inter -Depart nm®r®ndum y off, To: Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DAT E: January 12, 1993 We have recently received an application to construct a commercial shop, for home (use) occupancy business pa. y ti 217a9 S'� ✓3 1%7�, by David Datjgh�owner North Valley Ready Mix/,rnntrnrtnr (owner and/or contractor). at 9377 Esquon Rd, Durham " (location) A.P. No. 040-14-0-039 Permit Appin. No: 93-71 and he has been advised to contact your section regarding requirements. . Would you please advise, by signing this memo, when you have cleared the improve- ments and stoxm'drainage facilities for this project so we may issue the required permit. .F. Gla der JFG:dd Chief Building Inspector Improvements and drainage plans approved for construction. PImprovements and drainage not required for construction.- / / other (specify) (signature) (date) oag, Iuawo+ole.nan num £661 9 T Ndf 'Ume i sNo., , 18 1 -)ac. .1992 Dept. of Development Services Building Division_ 7 County Center Drive Croville, 95905 Subj . Sutta County building permit for no_aa industry Ref. County of Butte ?ssessmant no. 040-140-039-000 this is a. requ�3s v* for a. building parcnit for fila construction of a shop building. It's use will bL. for the remanufacturing of antique autotuotiv'-- jlirpines, do_`f' ona at a time : ith no related venici':: on the _ro�:-rty. Thore are no and will b'a no employees. 1'T;o adMIt-trti i'n of sere n:as off-Pe.—ed is C? on-- . .)in Z,raly, . c David 1R. Daig,. 9477 EsGuor_ Rd.. Durham, Calif. 95936 916-342-957>- Polaris Engineering and Surveying, Inc. 206 South Lincoln Street, Suite 201 Port Angeles, Washington 98362 (206) 452-5393 FAX: (206) 457-9319 March 24, 1992 Mr. John Henry Butte County Building Department 7 County Ctr. Drive Oroville, Ca. 95965 Dear Mr. Henry: In the construction of the foundation for the Daigh Building on the Durham Highway in Butte County, the contractor did not allow for the construction of the firewall when placing the bolts for the rigid frames on the south side of the building. This resulted in the bolts being approximately 5" out of proper position and 2 1/4" behind the back of the steel column. As shown in the attached calculations, installing 2-3/4" Wej-It brand anchors to align with the holes in the frame base plate will be adequate to resist all horizontal forces at this joint. In addition, these anchors are adequate to resist the forces from the tie -rod bracing. The only condition for which these anchors are not adequate is wind uplift for which I have designed a steel angle clip to transfer the force from the column to the existing anchor bolts. The details of this clip are shown on the attached drawing. Please call me if you have any questions on this matter. Sincerely, J. Andy Crandall, P.E. cc: 92322 NVRM 4q3-11 APPROVED JRlf 4/��13 2 0-�O'-'la-0 -0 39 i BUTM APPROVED STEEL FRAME ' B7 BUTLER ML. 2 V4" 3/0" LL 4" RETUt;" 3/4" X b" 'l1E:J-IT ANCHORS AT EACH END (TOTAL OF 2) IN EXISTING I HOLES IN BASEPLATE L4 X 4 X 1/2" ANGLE CLIP EXISTNG 3/44 ANCHOR BOLTS PER BUTLER PLANS /AND POLARIS 0 92322 3/4"0 X W IIEJ-IT ANHORS COLUMN AND BASE PLATE BY BUTLER EXISTWa 3/4"4- ANCHOR /4"0ANCHOR BOLTS n ` DETAIL A STRUCTURAL STEEL NOTES I. All structural steel construction shell conform with the Eighth Edition of the AJSL. Specification for the Design, Fabrication and Erection of Structural Steel for Buildings and the AAS.W.TD. Standard Specifications for Highway Bridges. 2. All rolled structural steel shall conform with ASTM standard A36. 3. All welding shell be done with the electrical are process using ETOXX electrodes and conform with the AWS. Specifications. Waldl"S shell o 'o performed by AWS. Cartifled welders. UFJ-IT' BRAND ANCHORS L Design to based on Information provided M IC50 Report No. 1921 and bg anchor manufacturer. Allowable design bads are based M Installation without special Inspection. 2. hstallatlon of anchone shell be as ragWred lomanufacturer with a minimum affbedmant Into Concrete of 4" In a cases. h NOTE t� m SEE BUILDING PLANS FOR JOB NUMBER DW -041141 BY BUTLER W r A MANUFACTURING COMPANY, AND FOUNDATION PLAN FOR JOB 32934 NUMBER 92322 BY POLARIS EWsrNMRNG AND SURVEYING tP EXP. 6/30/94 FOR DETAILS NOT SHOUM �9J CIVIL 3 /(� * * TfTLE.MVISED SCALE INTO FOR DAICA4 MUILONS - MUT-M C o. (�Ar' '®0 92322-R DOWN I CU ENT NORTH VALLEY READY -MIX AGRI-SYSTEMS S EE Pdarb En�+esM1q 6 Snavey►nq, Inc.II THREE SEVENS LANE 1'!aiIlei Qt}ei !TId Iht Mgiit Ilett 4Q0�@�7 CHICO, CA- %Wro _ Polaris Engineering do Surveying, Inc. 111 East Thid St * Sufte 10 * Pat Mgd« * Mashhgtm 98362 * (106) 452-5393 JOB N gLt)LL DATE 'y -L.4 SHEET of Z �PIIvJ� F�t111-0 INIi - � i.LY �t4 C' "� o o ".i.; & -n.. m-liL &LjoZ 2 - O -I i '1 0 ►.l FOO VI Var l or L ►oc-2 ��o+21b 612 - � �L1'� SET, _Ill- � G@IROtiI�i. I�o'�ITi otl bT It _ + .- I -�12 �� TLG-la�l2 • _ l.�lArt.� �. ___.��I�C--�___ . _ f �� 4�t b �._ �M e _ FE�CTI '� - - - ► � _t__ ': �o QROF ESSIpN� - - �IL4 OF CAUFO� - --r-- fi-- - ^7 OI 11 - G G Jq�Ca ►ko G' �� X I G 44 - 40 Is.- W-S.t # q3-71 - I 4. —1-- JOBtr N �12:7ZL ^Polaris Engineering do Surveying, Inc. DATE polar 1 111 East Thid St Sufte 10 Pat Mgdes 1lashingtm 98362 (106) 452-5393 SHEET ---.L— OF -n7 & Page 2 of 5 TABLE NO. I—WEJ-IT ANCHOR BOLT ALLOWABLE SHEAR AND TENSION VALUES IN POUNDS'. 2, a (STONE AGGREGATE CONCRETL-) Report No. 1821 . C ,a 'imiev —.1, anu lcn'llc vaillcN aro' for anen(-rs lnsimica in stone :Iggregate concrete lw%ing Ibe tiisignated ultlnlale compres�lvc strength at the time of Installation. =The luhuluted valucs urc fur anchor installed a mininuur, of 11 ili:oncters un comer and a miniiuum edec distance ul'srn diameters for I (H) percent anchor efficiency. Spacing and edge distance may be reduced In six -diameter spacing and Ihrce-dinnicier edge dkiance. prucide,t lite :dues tire reduced SO percent. I.Ancar interpolation may be used for intermediate spacings and edge murgins. rt7tese tension values are applicabic only when the anchors are installed with special inspection asset forth in Section 706 of the code. 'These tension valucs arc applicable when the anchors are installed without special inspection as set forth in Section 306 nl'the code. sThe allowable loads may not be increased for duration of loading such as for wind or seismic loads. V, = 2000 PSI f', = 4000 PSI f', = 6000 PSI BOLT INSTALLATION MINIMUM EMBEDMENT TENSION SHEAR TENSION SHEAR TENSION With Sp. lnsp.' Without Sp. lnsp.- With Sp. Insp.3 P• p. Ins l� Sp.lnsp. . Insith s Sp.lnsp. Without Sp.tnsp. DIAMETER (Inches) TORQUE (Foot -Pounds) DEPTH (Inches) SHEAR 1/a 5 11/8 335 170 560 410 205 560 505 255 560 V4 5 11h 365 180 560 590 295 560 650 325 560 '.4 1 5 194 365 180 560 590 295 560 650 325 580 t% 1 e_ 4 _ _ 745 % 25 11/2 490 245 745 765 385 745 1175 590 745 25 2 495 250 745 790 395 745 1235 620 745 % 25 4 495 250 745 885 445 745 1400 700 745 25 4'/ 495 250 745 885 445 745 1400 700 1200 1/e 50 2% 795 400 2850 1150 575 2850 1700 850 2850 50 3% 795 400 2850 1220 610 2850 1820 910 2850 ' 50 50 4% 795' 400 2850 1220 610 2850 1930 965 2850 —75 5 795 400 2850 147 0 2180 1080 2850 % 2 1090 545 — 1 90 795 — 2380 11 % 75 75 294 3% 1090 1090 545 545 4950 1590 795 4950 2380 1190 4950 % 75 4% 1090 545 4950 4950 2090 2090 1045 1045 4950 4950 3400 3400 1700 1700 4950 6210 5 100 2 Y, 1090 545 4950 2090 IU45 4950 3680 1840 6210 94 % 100 3 — 2150- — 1075 5750 5750 3640 1820 5750 5750 — 5090 — 2550 7 0 5750 94 100 100 4 2150 1075 5750 3960 1980 5750 5730 2870 5750 % 100 5 7 2150 1075 5750 3960 1980 5750 5730 2870 6900 100 2150 1075 5750 3960 1980 5750 6190 3100 6900 72150 1075 5750 4450 2230 5750 6810 3410 8901711 1 1 20 260 4 5% — 5150 — 2580 8380 6380 6170 3080 6380 7120 __1 3560 6380. 6900. 1 260 1 9% 1 5190 2600 6380 6560 3280 6380 8690 4350 6900 . C ,a 'imiev —.1, anu lcn'llc vaillcN aro' for anen(-rs lnsimica in stone :Iggregate concrete lw%ing Ibe tiisignated ultlnlale compres�lvc strength at the time of Installation. =The luhuluted valucs urc fur anchor installed a mininuur, of 11 ili:oncters un comer and a miniiuum edec distance ul'srn diameters for I (H) percent anchor efficiency. Spacing and edge distance may be reduced In six -diameter spacing and Ihrce-dinnicier edge dkiance. prucide,t lite :dues tire reduced SO percent. I.Ancar interpolation may be used for intermediate spacings and edge murgins. rt7tese tension values are applicabic only when the anchors are installed with special inspection asset forth in Section 706 of the code. 'These tension valucs arc applicable when the anchors are installed without special inspection as set forth in Section 306 nl'the code. sThe allowable loads may not be increased for duration of loading such as for wind or seismic loads. lg Dec. 1992 Dept. of Development Services Building Division 7 County Center Drive > Oroville, Ca. 95965 Bubj. Butte County building u�-rmit for home,industry Ref. (a) County of Butte assessment no. 040-140-039-000 This is a. re�ues.t for a building permit for the construction of a shop building. it's usu will bc for the ramanufaeturing of antique automotive ongines, dons ons at a time with no re;luted vehicle on the property. There are no and will be no employees. 2vo advcrtizing of services offered is done. 4vii ri.y,Dad R. Daig'� 9477 Esquon Fid. Durham, Calif. 95936 r 91b-34 ;�-95 75 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address BUILDING PERMIT NUMBER / / APN 7L Nature of Business �V0W-3Z ,.,E Z1; e 443E J P96 9 >E�P Contact PersonT�Phone ##!�' 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO W 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? ISI NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. Is the business/facility/operation to school site? Iq NO ❑ YES IF YES, name of school. 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, fumes, vapors, or other volatile compounds? Pif NO ❑ YES IF YES, contact the Butte County Air Pollution Cont r District (916- - 82) for permit requirements. 01 Owner or Authorized Company Representative f g ature) at ) 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. El11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. E.11. 1isli ONLY Hot Pkii Ah:ickej Pluor Pkii AiLicliid shit iii IS. U. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance vYi3—/,/(:)-0�Es LA LA I O"ne Location u AP{/ Plan Approved for: Sewa�,e Disposal Wa�atte�er-�Suppply: Public , Private Well Clearance for bedroom mobile home. Other <<�YJY, %01 L�blYrJcw�.� Hold final for: Final clearance O.K. for: NOTE: EnvAronmental Health Specialist 8/92 Teb 1 1 Date I �W /Ep r j� Y.E �INI`1 Nlvb,1 07110213-4b I teq/- 2,7,57 6) 4o.- 14-0-0:30/ County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Re: Building Permit for David Daigh AP 40-14-39 January 28, 1993 A cross section taken from the F.E.M.A. Flood Plain Map, through the Daigh property indicates the elevation of the 100 year flood plain to be 156.00 feet (U.S.G.S. Datum). There is a U.S.G.S.. Datum bench mark, a 40 d spike on the East side of a 12 round by 8' high post near the Souhwest corner of the subject property. Elevation = 155.71 A finish floor elevation at or above elevation 156.00 feet will be adequate to protect life and property. Qspf ESS/0 BRU F� ( C - 10531 (Expires 12-31-96) 'CLov/) A.C. Bruhns R.C.E. 10531 ' I I �¢� � FRoPz� /XT�— l ,'TA 7 151-54 l5G.g9 1'5 CL056- e-Alox Ho JD -LI FEB 10 '93 02:OGPM AT&T• 9015PF -- - -- - -- -- - - --- --P` iii 38- t 4112•• 3.. 4112.., 1.91320• Ti PANEL CROSS SECTION - GA. STEEL :026" ALUMINUM .0260 0.45 70,000 42,0 .0805- .0964 .0703 .0549 NOTE. Section properties have been calculated in accordance with the 1980 A.I.S.I. Specification: -:1. - SECTION PROPERTIES -FOR ONE -FOOT'OF:WIDTH surcE� PANEL MATERIAL DESIGN. THICKNESS WEIGHT- WISO_ FT.) E (ksi) FY (ksil Compression On Outside Compression On Inside Sx 001 A (in!)- Sx lin.'1 I (in!1` 28 -GA, STEEL 180 ksi) 015 .86 - 29,500 80.0 .0423 .0529 .0299 .0265 26 -GA. STEEL 142 ksi) .0198 1,14 29.500 42.0- .0566- .0686 .0499• .0381 28 -GA. STEEL 480 ksi) .0198 1.14 29.500 80.0 .05161 •0634 .0435 .0349 24 -GA. STEEL J42 ksi) .0257 1.45 29,500 42.0 .0735• .0890 .0648 .0495 24 f80 ksi! 0257 1.45 29.500 80.0 .0723 .0878 .0631 .0485 307 108 173 68 111 FOUR 405 644 259 412 179 287 101 162 64 GA. STEEL :026" ALUMINUM .0260 0.45 70,000 42,0 .0805- .0964 .0703 .0549 NOTE. Section properties have been calculated in accordance with the 1980 A.I.S.I. Specification: -:1. NOTES: 1. Lwow'- P=preeaure on-outsida,faee.:S-suction anuutstde lace- 2 -Suction values,have been increasad-,1.33•os:alxtwed by,Section 3.1.2 of the, :980 A.I.5.1. specification) 3.:Ak values:shown ug -Net Usable•LuadssWeight-otpalwbhaabeen dc&wted fiorn-thft pceswrtr-vahmmand added:to•suctiwt.vdluess. Ffot-p•w•�•� '.t�lt�l- f2r12�- surcE� ALLOWABLE UNIFORM LOAD (PSF) TECHNICAL Nept.. PANEL MATERIAL NUMBER OF SPANS SPAN 2.0' SPAN =25' SPAN=3.0' SPAN 4.V SPAN 5.9 P S P S P S P S P 5 28 -GA. STEEL (80 ksi) THREE 299 498. 191 319 133 221 75 125 48, 80 FOUR 279 518 179 331 124 230 70 129 45 83 25 -GA. STEEL (42 ksil THREE 261 397 166 254 115 177 64 100 41 64 FOUR 243 370 155 238 107 185 60 93 38 60 26 -GA, STEEL 180 k9i) THREE 434 689 277 441 192 307 108 173 68 111 FOUR 405 644 259 412 179 287 101 162 64 104 24 -GA. STEEL (42 k5i) 24 GA. STEEL. (80 ksil THREE 339 515 480 215 330 149 239 83 130 53 83 FOUR 315 201 309 1_39 214 78 121 49 402 618• 279 430 156 242 100 78 156 THREE- 630 965 FOUR' 588 902 376 578, 260 401 145 226- 93-145 -.025-ALUMINUM-- THREES 369.+ 563 236 360 164= 250 92.E141 59P 90 FOUR, 344 526 220- 337, 153 234= 86+ 13L 55. 84J NOTES: 1. Lwow'- P=preeaure on-outsida,faee.:S-suction anuutstde lace- 2 -Suction values,have been increasad-,1.33•os:alxtwed by,Section 3.1.2 of the, :980 A.I.5.1. specification) 3.:Ak values:shown ug -Net Usable•LuadssWeight-otpalwbhaabeen dc&wted fiorn-thft pceswrtr-vahmmand added:to•suctiwt.vdluess. Post•It!"brand fax.trarlsmittal memoc787l` Ffot-p•w•�•� '.t�lt�l- f2r12�- surcE� Co.. TECHNICAL Nept.. BUTLERIRtIII ltix M� 6utl�r Msnulxturirp,Comptnya Rintcd in U. S. A.r BU1118MMw1mnplPro9uu31aro•consbnpy-ben- i. tom. tafned0ereln Is.sublect to change-womoul G lamyoutAnearestiButlet.BulldeV of Bu0sr A• Post•It!"brand fax.trarlsmittal memoc787l` Ffot-p•w•�•� '.t�lt�l- f2r12�- 'r"'o N S Co.. Cox Nept.. Fa r'(, X3;8 • Tt 4:0' ltix M� �`f��i�;tisf3.ti?..�f�"ba<-+�r,�" r5r'�-..r..�-.�s-a.c'�w�^sn""n'^-..w.,..`+,�..�.+.`�+'�+'7+�.^.+�f-vttn}t.+r4Kv++A. � ��J� � '.ilk.+'�°`""r"_`�3�-�s�i••fiW^"�'v--•,�'i�r^'; ��. �� N BUTTE COUNTY SCHOOLS IMPACT FEE- CERTIFICATION FORM t` (One Form Per Buildin§) r School District a�R A/4 /6'1 A.P. Number 7 C�' H11 039' Jurisdiction City Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial Bu 0 No. of Living MHI Units' C'ee Building Department No. County Lot No. Addition 1 V I New Addition nt Representative (Floor Plans reviewed by School District Personnel) Sq. Footage (Group R) Sq. Footage 27 (Including Exterior Roofed Areas) Dat District Identification No. (o g u h 1,1/7School District certifies that Cdc. (Ap 'cant) (Street Address) (Phone Number) (CRY) (State) (Zip �3 dp" has complied with the requirementsLof Resolution No. by payment of $ representing 22Ve0 square feet. sentative Paid by Check Number Remarks: Bank Number Paid by Cash /25� Date i If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CECQA), this project may be subject to White (applicant), Yellow (building department), Pink (school district) rA feeform.wkt (4/92) • {- � -+ ,. '^"r.,✓-".fiw--r.,;.�.,.�.-.�.�'1�.-.^'V`-+'.�.t'�'C:.-:.1+vt'v�`T'""`�"�1.-.-r-'ri:.s.•i�.�..r+*y+.-.-�^�^"... � Y`.'._. -'-'^r-- ' �yci 7� . � r COUNTY OF BUTTE -DEPARTMENT OF QEVELOPMENTSERVICES -BUILDING DIVISION • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFOK41A"93965 -TELEPHONE (916) 538-75416 / PERMIT APPLICATIONDATA SHEET OWNER 00 r- A. P. No. Z/0 - /K0, 039 Proposed Building Use dG Tuifding Inspector L Date 1111r3 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 have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... 1./,.14. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............. % 5. Hazardous -Material Form . .................................................. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and ,nanufacturer's installation instructions, 2 sets. . W1,11o. Fees of $ L%/ � �- .`........................................ � sl 1. Impact fees as shown on attached schedule. . 19 California Department of Forestry plan approval/fees......................... 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 4. -Sanitation and plot plan approval C dlt-_1;'Health Department . ............ 15. City of Chico plumbing permit . ......................................... �16. Plot plan and business license approval from City of Biggs/Gridley. . 17. Planning approval for (A) Use: 61� (B) Parking: :::.... . �— 18. Contact Land Development about (A) Improvements (B) Drainage. . a_1 19. Driveway permit (construction approval required prior to occupancy). .. ... . 20. Pre -inspection for required. .. oBuild gI�spector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 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 . ............... Existingviolations/e Aired�per 'ts /. Plan check list. . Net�11 . �lfr�'Il%/. kf. 'Z 4 34. I When 61/u issue the permit, process as follows: Mail to owner. Mail to contractor Telephones'%%Sly and hold for pickup at office, Other Parcel Creation Acreage Applicant Deliver with inspector. Date //�, Copy of Haz-Mat-fprm sent L--gealth Dept. COF Fire Dept. �ir Pollution Date iI7a1F1?3 Copy of plans sent-' Health Dept. Fire Dept. .Other Date By The following data must be submitted prir p t is ua c it e n : to no ch ed above). 1. Index permit .for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter b ate Z7 Contractor, designer, owner, was advised of above required data by _ phone _ mail—�C�o�'�]ter by _ Date Plans checked by Date Plans approved by � /J►CT'� Date IJ ivM Sets of plans on hold in File cabinet 14PfdTder Copy - Department of Public Works COUNTY OF BU'I � - DEPARZMEVT OF PUBLIC WORMS - BUILDING DIVISION 7 COUNTY CZTZR DRIVE - OROVILLE, CALSFORNIA 95963 - T=HOME (916)5387541 A.P. NO . 0 YO - 35- POSED BUILDING USE A FG ��00,?- DATE REC . DAT -r- REC School Dist -is Fees �L) ,� 6�.� -25 <4-�,1 (paid at District Office) ....................... C 93 She=-�ite Fees �' G - c (paid at Building Department) E Residential Iuni a ' cr- Commerc3.al( per sq . f t.) T-- l ('J-03 �,5� ' 7Z�� 3 2 9 sq.ft. amt. . 3. Urian Area Fees (paid at Building Department Residential (per unit) R units amt. Commerical( per sa . ft.) x 4 sq.ft. amt. _ 4. Re=e-ation Dista tc t Fees (paid at Dist ct Off=ce) .......................... S. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other time of permit applicat=on, I was advised the above fees are required to be paid prr::- issuance of the permit. UCANT DATE / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND'PERMCT PERMIT NO. ASSESSOR PARCELN MBER QaQ -/4—' 039- 0U I Z.ON4 '4-1^0 BUILDING PERMIT 9WNER Dw9vI �� fill ff TELEPHONE /Z _9 .7 s' SO./F Tye. OCC. BUILDING /'v OK 2Z ?00 VALUATION SZ OO OWNER' MAILING ADDRESS 9377 ,� .9• C ONT,�R AA CTO R• S NSA%E /VG2/?� V SGL TE�Lj-PMON DONT R/1/GTOR•S MAILING DRESS / /'`. ' / T7�2G"',� $ ��/�i11 Z.9i.�- C.�s�f c1 C,,v 9NZC Fireplace - CONSTRUCTION END ER i A Total Valuation $ z Q LENDER'S MAILING DDRESS ARCH CT OR ENGINEER LICENSE NO. ` �! Filing Fee $ 15.00 Permit Fee Plan Checking Fee $ $ /� �9— s ARCHITECT OR ENGINEE S MAILING ADDRESS ( �6 ��✓/JCt1L.L �/ �U2r %�iJ ,rs cc�cc �Ji� l�c%3G Z Ener Plan Checking Energy g Fee $ Penalty b BUILDING ADDRESS Permit fee $ g 7 - 3 7� i5 �� O � �� PLUMBING PERMIT Filing Fee 15.001. Each Trap 5.00 I I iJ/L`j/2iY Solar or heat pump water hea r 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heat e or vent 4 Gas piping systemX- 5 outlets 7.00 5.00 USE OF STRUCTURE+1 Yv •y _ ..��I� - SF❑ Duplex❑ Mobilehome❑ Other NbMe 56c- �`/ SPECI FY ) Building sewer 15.00 / Mobile Home S I G I W @ 15.00 TYPE OF WORK Newg Addition ❑ Re el ❑ Utilities ❑ Installation❑ Other Q Describe work: � Permit F4 $ SL Contractor ELECTRICAL PERMIT Main service 200A OR LESS Main service 200A TO IOOOAI F' Ing Fee 15.00; 18.50 37-501 CONTRACTORS LICENSE LAW I declare under enalt of ur p y p er I y (check one): I am licensed under p ❑ provisions of Cha t. 9. Div. 3 of the Business and Professions Code and my license is in full force and effect. License No.— Classification El I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING occ .-M OR ADONS. ACC. SLOGS. .*salt NEW CONST R. LTI.OUTL NO...ESID BRAND CIP... ITS POWER APPAjIFATUS e) / SINGLE OUT'IIET CIR. Ex. OCCUp\OUTLETS O FIXTURES @ 5.00 20 76d 11111AIIIINS. OR Ex. Occup. OUTLET (RESIO.) EA.) 3.00 Temporary service 15.00 Mobilg Home Fac' ities 15.00 Misc. Wiring Permit Fee '15.00 $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood6.50 Ventilation Permit Fee $ Contract of I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County at Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner F]Contractor ❑ Agent ❑ An OSHA permit/ t i required For excavations over 5'0" deep and demolition or Construct- ion of structures ver 3 stories in hei ht/DIRECTOR Mobile Home Installation Fee S Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ rb .35 HAz I 0 -FEES I IMP FLOOo I COF PARCEL Po I HO ISSUE This permit is hereby issued under the sions of the Butte County Code and/or Work indicated above for which fees OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. ! Z �� WNITc-O.P.W TELLOW-AeeEsso- AINK -INSPECTOR. —.1 ........ s _ . COMMERCIAL e 040-14-n-039 93-71 B,P MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cuoancy, Area Propert Gypsum Board 2nd Layer Walls �J3 Ceilings GG t DAIGH, David 9377 Esquon Rd, Durham contr: North Valley Ready Mix comm shell for auto mach shop OFFICE COPY i Address 37�s�a�Cm! GAS i Meter By Date ELECTRIC -. Me (,e—,A ter By /-J-Z Date l JOB FINALED (Date) !en — 3 Signature /5 CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. 1 o V=OW O bt OK -pot Applicable COMMS = Not Ready Date UNDERFLOOR Plans OK except #'s . z ning-Setbacks-Easements-Flood-Slope-Soil Report F g., Main; Soils-Ufer Gr d.-Ftg. Depth l 7i Hold Down s-Bolts-Straps-Em bed ment-Hpj ins 4. Concrete -PSI -Cert -SP. insp.-Loc. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement . Slab; Steel -Wrapped -Wire Mesh 8. Y46rs-Steel . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date .V Card B-1 <;G Date Card B-1 Date 'eT 93 Card B-1 S Date Card B-1 Date PLUMBING Permit OK except #'s 46 -Water Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test & Anchor -Nail Protection V-'-D:W.V.; Test -Fittings & Anchor -Nail Protection 14-Sf ft -Floor -Grease Trap 0. Handicap-W/C-Backing 24 --Gee Pipe; Size & Anchors - Firewall Penetrations Date 5,P*l-13Card B-1 G(; 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/Meth. 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 -Mach. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 114ECHANICAL (Permit) OK except #'s 33.4.C. Ducts Insulation pport 34. V Fan; Exhau ove insulation _ 35. Conde a rain & Overflow; Size & Grade 36. Furn e- h Access -Comb. Air -Return Air Vent -115 outlet 37. c Access & tform if Furnance in Attic k.V.A.C.-Ventilation- f Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 48lSils, Proper Material & Anchors -Hold Downs gt. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42'. Bearing Walls over Girders & Floor Nailing 48 --Draft Stop in Walls (rat proof) 44 -Fire Stops; Furred Ceilings -Stairs -Chases ACIAL Date ; FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors ,4'f Roof Shthing-Nailing-Diap.Chord Splice 46'-Firewail-Doors-Area-Occp.-Prop. 49 -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 98 -Glu -Lam cert. -Placement -Support 5e§-teel Buildings-Puriin-Girders Property Line Firewlalt'�OO nings /JW zt. Doo H cap Access irs; Width -Headroom -Rise -Run -Landing -Fire Protection 55-ptywood on Roof Overhang -Attic Vents -Rafter Outriggers 5B-SFding-Nailing Veneer 57-S+tacco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 . Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59 -Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date q e! 8 ,93 Card B-1 GC, Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL Plans OK except #'s E . Steps -Door & Sidelight Protection- s (00 -Exits -size -Number -Placement 85:-PtTrnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66 -Sprinklers -Placement -Test 67 ;ucpended Ceiling-Seismic-Wires-Elec-Light & Mach. Elec. Trim & Subpanel; Breaker Sizes & Labels 6 . s & ails Door Levers in. F or t-El'K. Outlets at Wood Panel; Int. & Ext. 72-Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protection 'Mr Plb., Elec. & Mach. Equip. Listed for Location 74-Jasulet ion -Foam -Looked in Attic ❑ Yes 7T- uard Rails & Deck Construction -Post Caps 7&-PtTn-Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes - ItUcco; Brown -Finish 78: -,4 -@-Unit; Disconnect, Electrical, Plumbing 79-,7e-nts Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80"Water Well; Disconnect, Electrical, Plumbing 8? -Exterior Elec. Trim; G.F.I. Receptacle -Underground 80--G# Site -Parking -Handicap 809*ass Protection 94-Ac-orrections from Previous Inspections 85 -Gas Test -Meters Tagged; Gas -Electric 8& -Vater & Sewer Connected -C/O to Grade -HD Approval ffrEnergy Compliance Certificate -Other Certificates 887i1oofing Certificate -Fire Rating Date >('„O`'1 Card B-1 C{; Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 62o_ 9AR9 CLASS( Fiih AS S-2lVw - Nn OCCkeAnye�( S9rZ9A'rdV RJ.-JtA%Zf A -S 1%t2 sive �-N 93 14-t,3-93 S5 Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTV,-OF BUTTE DEPARTMENT OF PUBLIC WOR" "W 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY .T{is•building has been'constructed and completed in accordance with the reyuire'ments of the Uniform Building Code under permit number 93-71 for the following: !W 1IA iff .�?Qtt' 6CCUTPANCY) ti Use Classificaon. + • - Address or Location 93.77 ESQUON RD., DURHAM; Group 2 occupancy; Type V—N construction. i It is hereby certified for the occupancy described above and may be occupied. Director ub4i� orks Date 6/11/93 b Y POST IN A CONSPICUOUS PLACE (Over) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and is not to be removed by other than the Building Inspector. r" 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 �h IC:�1 93- -7/ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1- N0 4 f9fr oven fLAN.S L 306 S ITE- Z- �fWALC Sc'Kr,-vJ ATTAcNrnC-AlTS FxT-PRrrn2 7-W6 S��riS �1RP'RcT�y?�. f1\kN, 0zCL4A(NeA 5E f RP -A T- (o,4 Fla `M F0L(-z 1?��1KW T6 Nq'VJ 1,1A%06iAc' T (utLax- 2 ) i�'IFaL'I2Czh R 1 NaKk WALL.. Date 4-13-�3 Inspector REV 1092 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 '�>1\\G\A C13--) I pNy� PERMIT NO. Ararrtiioeospecdonindicates that the following violations of Butte County Ordinances exist at the -1 1 - address and should be corrected. Please notify this office when correction of work -ize alleaedWVmhave any questions pertaining to this matter, or need additional explanation, please emfas- this office immediately. \- V'-\I-oJ`�>V& \-\SGV\ \A 2��-T\04G , Fir1'114o0ivr SWIT/'v EO�&Ca RC2 L /aNL'�, P r� GwG irlL5 Tim Date L-1-2Q1�?2 Inspector ,d 10.,,,,, FW/ICM 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 1A IGH 93 -?I pyyN011 PERMIT NO. A ravine ispeetion indicates that the following violations of Butte County Ordinances exist at the a' address and should be corrected. Please notify this office when correction of work --scospleaulL 9trouhave any questions pertaining to this matter, or need additional explanation, plese Donut this office immediately. ;rnln5r T3 : P-ArF140clrz , (7$iArN PC2A12 FC6-Ci(RreAAt/ 0hbA PIC, ra. /1,)Sr-ALCAr10-J A-5 ►C2 Nom' C FoR e C to PA IJ C P root>e $Pec14L fJ2 t -11c14 SS r<-rAIG r1.1 81)L1 ING, ('C) 3 M a t) %,\/G N')T A rri AR_ f em b/ Fo,Z r2Arrr ok To Covri/2 Flztok 01- I q,, -,,K wA (.L5, Date- Y-11. A �_ Inspector %�'U� REV 10492 ■■■■■ . ■■■ � r Road. :l J■■■ :rp=Y=��:: TESTING Testing and Inspection Chico CA 9926. ■■� A ��■ CONSULTANTS Crane Certification (918). 891826 Inspector's Daily Report PROJECT: Daigh Building - 9377 Esquan Road, Durham FILE NO: 93138 INSPECTOR: R. Thacker PAGE NO: 1 Of 1 WEATHER: Cloudy - Showers DATE: 04-08-93 " - Arrived on the lob site at 1300 hrs. Met with Joe Dutra to perform high strength bolting inspection for the 40 x 60 x 12 metal building being erected - at 9377 Esquan Road, Durham. All of the bolts used in the erection of the:. building were A325 2 1/4" x 5/8". Three bolts were used to verify the torque to tension relationship as determined by the Skidmore Wilhelm device. All of the bolts were checked for adequate tension. A torque setting of 210 lbs. was a found to achieve the required tension indicated in 1991 UBC Standard 27-7, Table 27-7-D. Although no hardened washers were used during the installation, malleable washers were used to simulate the conditions of installation during calibration In this way we feel satisfied that the calibrated wrench method being used without hardened washers would achieve the required tension indicated in 1991 UBC Standard 27-7, Table 27-7-D. We base this opinion on our experience that a calibrate wrench will draw into contact faying surfaces otherwise left apart using the turn -of -the -nut method. We observed all. • y t7 tightening operations and verified that adequate tension, as determined by t.•,t. t a Htonseno auvwea 037 Polaris Engineering and Surveying, Inc. 206 South Uncoln Street, Suite 201 Port Angeles, Washington 98362 (206) 452-5393 FAX: (206) 457-9319 (2_, q S _-_� I M Mr. John Henry arch 24, 1992 Butte County Building Department 7 County Ctr. Drive Oroville, Ca. 95965 Dear Mr. Henry: In the construction of the foundation for the Daigh Building on the Durham Highway in Butte County, the contractor did not allow :for the construction of • the firewall when placing the bolts, for the rigid frames on the south side of the. building. This resulted in the bolts being approximately 5" out of proper position and 2 1/4" behind the back of the steel column. As shown in the attached calculations, installing 2-3/4" Wej-It brand anchors to align with the holes in the -frame base plate will be adequate to resist all horizontal forces at'this joint. In addition, these anchors are adequate to resist the forces from the tie -rod bracing. The only condition for which these anchors are not adequate is wind uplift for which I have designed a steel angle clip to transfer the force from the column to the existing anchor bolts. The details of this clip are shown on the attached drawing. Please call me if you have any questions on this matter. Sincerely, J. Andy Crandall, P.E. cc: 92322 NVRM 112, L BUTTE 00UNTY , ammm OV�`M STEEL FRAME d AWROVED BY BUTLER M.C.\ � �r[-*3/8- V" LL 4' RETURNS3/4' X b' 'WEJ-IT ANCHORSAT EACH END (TOTAL OF 2) IN EXISTMG I HOLES IN BASEPLATE L4 X 4 X In" .ANGLE CLIP EXISTING 3/4's ANCHOR BOLTS PER BUTLER PLANS L /AND POLARIS "92322 3/4"e X 6' ILEJ-IT ANCHORS COW"M AND BASE PLA -f BY BUTLER 21/4" EXISTING 3/44 ANCHOR BOLTS r 3/8' STRUCTURAL STEEL NOTES L All structural Steel construction Shall conform with the Eighth Edition of the AJS.C. Specincation for the Design, Fabrication and Erection of Structural Steel for Buildings and the AASH.T.O. Standard Specifications for Highway Bridges. 2. All rolled Structural steel Shell conform with ASTM Standard A36. 3. All welding shell be done with the electrical arc process using E10X0C eleotrode.S and conform with the AWS. Specifications. LLblding "it be performed " AWS. Certified welders. %JEJ-IT' BRAND ANC;I- RS L Design Is based on Infomation provided In KBO Report No. 1821 and bg anchor nanufact rer. Allowable design bads are based In krtallatton without special Inspection 2. Instailatton of anchors shell be as required by manufacturer with S netw tnm embedment Into concrete of 4" in all caeca. NOTE SEE BUILDING PLANS FOR JOB NUMBER DW -04114'1 BY BUTLER MANUFACTURING COMPANY, AND FOUNDATION PLAN FOR JOB NUMBER 54324 BY POLARIS ENGINEERING AND SURVEYMG FOR DETAILS NOT SHOUK * nTLJ=:IQE�VI6ED F'R�'iE ANCHORACaE R[ cries NTS �_ olari� DAIC�'i �IL.ii1a M:iri$ C.O. C.A. W322 -R CLIENT NORTH VALLEY READY -MIX AGRI-SYSTEMS S II THREE SEVENS LANE WLUW&>L*%%In* �avrr 1map"amu cHICO,CA. 95926 CF I Z�Z, • 10/92 'r. COMMERCIAL PLAN CHECKING GUIDE (1991 UBC) Bldg. Permits 3 �� OWNER Ofy/p A. P. # 4ir0 �/ �l� Plan Checker /ice A. GENERAL r4 ,1! Zoning requirements, Planning approval. Valuation. Plans signed by engineer or architect. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer\Fees, License law, �Y. Improvements or drainage, Land Development approval.\ 40P X146 61 �Q B. PLOT PLAN Complete parcel size and dimensions. r, � l� I Setbacks, sideyards, easements, etc. `� C ff%2 3. Other buildings or structures. ,,4-.-- Grading, fills, drainage. �� Flood hazard. X- _-6: Special conditions on creation map, (noise, CDF, fire sprinklers, non-combust- ible, and foundations). FAU & FAS road setback. Building or utilities across lot lines (Record form). C. OCCUPANCY REQUIREMENTS Building use Occupancy Group - Z Type of Construction Ep Building floor area Occupant Load Basic allowable floor area Total allowable floor area sq.ft. Basis for increase �1! Compliance with specific occupancy requirements (Chapter 6-12). /2� Occupancy separations (Sec. 503). /3. Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). Draft stops (Sec. 3205).- Ventilation 205):Ventilation and special hazards requirements (Chapter 6-12). Automatic fire sprinkler system. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.205.. Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies Smoke detection system. ,].-:' CDF or SFM Plan Review. TCA) �/Zo/9� Electrical'Code Requirements (Pool or hazardous occ.) (Art. 680 & 500's). Physically handicapped requirements (Title 24)-. Wholesale'Fdod'Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS Roof covering requirements (Sec. 3203). Parapet walls (Sec. 1710). !' Toilet room floors and walls (Sec. 510). .,A�' Guardrails (Sec. 1712). Detailed types of construction requirements (Chapters 17-22). �F�! Proper roof pitch for roof covering (Chapter 32). D. TYPE OF CONSTRUCTION REQUIREMENTS - Continued _ a Attic.access and ventilation (Sec 3205). ,,8: Roof drainage (Sec.,3207). , ,---9: Skylights (Chapters 34 & 52). Y Stages and. -platforms (Chapter 39) . 11 Interior wall and ceiling finish (Chapter 42). Fire resistive requirements. Walls, floor, ceilings, penetrations (Chap. 43): Wall and ceiling=covering�*,instal°lation (Chapter 47). Glass, glazing, Human Impact - Safety Glazing (Chapter 54). 1. Foam Plastic (Sec. 1713). ,.E. STAIRS, EXITS,.AND OCCUPANT LOADS General Exit Requirements (Sec. 3302 & 03) (Post occ. load, etc.). /2," Number of exits; width and locations (Sec. 3303). ,Doors (Sec. 3304). ,4 --'•Corridors and exterior .exit balconies, (Sec. 3305). :i5 'Stai'rway's, rise and run, width,*winders, and construction (Sec. 3306). �--' Horizontal exit (Sec. 3308). j7^ Exit and smokeproof enclosures (Sec. 3309 & 3310). /8:' Exit signs and illuminations (Sec. 3313 & 14). /9' Aisles and seating (Sec. 3315 & 16). Exits for occupancy groups A-E (Sec. 3317 & 3320). Floor level exit signs (Title 24, Sec. 3314). F. MISCELLANEOUS REQUIREMENTS Masonry chimney (Chapter 37) . • . - � • •. � :'• •.. Veneer (Chapter 30). Special Inspection per UBC Sec. 306. () High Strength Bolting — )Q,&'ZZ b (bt Field Welding (,c -);Masonry (full stress) (d) Concrete (fc 2500psi) Special Certifications - Mill Certificates fS. Expansive soil - Special design Cut/Fill slopes, compaction tests, grading Noise requirements (Planning, App. Chap. 35). Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS ,,I! Complete calculations, correct design criteria. ,21 Complete shear transfer details, roof to foundation. Complete structural material specifications. Shear wall anchorage based upon wall shear. Roof diaphragm chord, collector, draig,struts. Combined tension and shear @ steel RF anchor bolts. Braced roof and wall bays. Ck 6C7ZJ 3 � 9?L Yew OO Gpt, Pic TK ODfLF. �coc ii-142:fff --Property- - Ll ne-'j. 1-7 E. A. P. > .:tvtwvBE 1q454411,e6O FOR, OCCalo�f AIC��. A,4-•3 8 ' Z- N /" 0 0 LL Ra I L?* EL. 155.11) 155.5 Io --Pz-cpertv_ Linel—) 6-p- ief-Feewis D� m�3ay& -?GP LE 40f a --r' UrZHA A p a January 28, 1993 County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Re: Building Permit for David Daigh AP 40-14-39 A cross section taken from the F.E.M.A: Flood Plain Map, through the Daigh property indicates the elevation of the 100 year flood plain to be 156.00 feet (U.S.G.S. Datum). There is a U.S.G.S.. Datum bench mark, a 40 d spike on the East side of a 12 round by 8' high post near the Souhwest corner of the subject property. Elevation = 155.71 A finish floor elevation at or above elevation 156.00 feet will be adequate to protect life and property. QROf ESSIo y" r C•10531 of CA%it (Expires 12-31-96) A.C. Bruhns R.C.E. 10531 BUTTE COUNTY BUILDING DEPARTMENT APPROVED Y §PECIAL_INSP.ECTION NOTE - In addition to the inspections required by the Uniform Building Code Section 305, a Special Inspection is required on this building• in accordance with the Uniform Building Code Section 306. Duties and Responsibilities of the Special Inspector. 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. c-3.. The -special inspector=sha-1-1=su-bmi.t=a=ffinal--si.g-ned-r-epo_r-t_t.o=theme cB_urld. ing=Depar-tmerit s=fait=ing=whether—the=wo-r-k=r-eq-u r-ing=special ins:pec:tio.n> cwaas-; to-the-best=o-f=his knowledge-,=in-=confor-mance=w ith=t'he-a-p.p:r_ove.d.-plansl -and=spec f ca--t-ions-and= the-a-ppl cable=wor-kmansh-ip_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: SP6T1ffC //1SjRFCr1O) /S R&WIlez-1-D �0�2 V Ix Q O 1� ' `wV V J v 2 I h V 40 _ � J o J 1 rN � I N v, i f503 4 f t �t V Ix Q I 1� ' I V J I h V ' j 7 � a � o J 1 � I N f503 �t 4 { ,+II • � 1 1 IIt V Ix Q I 1� ' I V J I h V � a � o J � � DEPRESS SLAB 3/4 �, FF=9 --..---- .—SLOPE -- 4" CONCRETE SLAB W/ 6/6/IOAO U IM z O I 4'-O" 2 O i 4'-O" F 2 TYPICAL 1 1\04 X 10' HAIRPINS AT FRAME BASES WHERE SHOWN I i —_ GRgCiC CONTROL JOINTS 18" SQR X 12" THICK PAD 1'-0 " AT DOORPOSTS 1 (TYR OF 2) .... _. .may •- 4" CONCRETE SLAB?_ j .... i7 1 t_7-iST ..ca. WIDEN FOO TIN6// W/ 6/6/10/10 WU,<I # 1 -i. :-+ AS SHOWN FOR J + t i•i-{ :- ENDPO5T BOLTS 3'-0" L SIM. 4 O 4 O SHADED ,ALL RECEIVE * PLAN: 1/15 1 1 -HR F.R. WALL ABOVE � GENERAL NOTES I. Construction shall conform to these plane and all applicable codes CONTRACTOR SHALL VERIFY FOUNDATION DESIGN IS BASED and locel ordinances Including the 1988 Edition of the Uniform ALL DIMENSIONS, ANCHOR BOLT ON INFORMATION PROVIDED BY Building Code. SITES AND -LOCATIONS WITH BUTLER MANUFACTURING COMPANY BLDC-L MFR'S SPECIFICATIONS 2. Bbuilding shell shall er designed by others to UBC end MBMA TO CONSTRUCTION FOR JOB NO. D92-041141 requirements. Manufacturer shell provides shop drawings and cal - PRIOR as required by,local building department. NOTE STEEL ROOFFNG BY BMC O ` ENDWALL FRM1E AT GRID 5 IS TO BE FIELD ADJUSTED 6" INTO BUILDING TO ALLOW FOR FRAMED �a• ENDWALL CONSTRUCTION 90 XI I/2" TEK / SCREW a EACH STUD LAVE STRUT OR AM 11L, 4 1/8" E�W�BY BMC 11' NOTCH 010 X 1 VI" TEK SCREW m EACH STUD GIRT BY\ BMG 5/8" TYPE -X GYPSUM SHEATHING ON EACH SIDE OF 3 5/8° X 25 GA STEEL STUDS. m 24'Or_ ATTACH WALLBOARD WITH I" TYPE -S SCREWS AT 8" O.C. TO STUDS AND 12° O,C. TO TOP AND BOTTOM TRACKS. STAGGER JOINTS 24" (GA FILE • WP 1080) m INSULATION 0 0 8 GA X 3" SHOT i PIN* 32" O.C. m 41 O z i� `v d U =on O � 3'-0" L SIM. 4 O 4 O SHADED ,ALL RECEIVE * PLAN: 1/15 1 1 -HR F.R. WALL ABOVE � GENERAL NOTES I. Construction shall conform to these plane and all applicable codes CONTRACTOR SHALL VERIFY FOUNDATION DESIGN IS BASED and locel ordinances Including the 1988 Edition of the Uniform ALL DIMENSIONS, ANCHOR BOLT ON INFORMATION PROVIDED BY Building Code. SITES AND -LOCATIONS WITH BUTLER MANUFACTURING COMPANY BLDC-L MFR'S SPECIFICATIONS 2. Bbuilding shell shall er designed by others to UBC end MBMA TO CONSTRUCTION FOR JOB NO. D92-041141 requirements. Manufacturer shell provides shop drawings and cal - PRIOR as required by,local building department. NOTE STEEL ROOFFNG BY BMC O ` ENDWALL FRM1E AT GRID 5 IS TO BE FIELD ADJUSTED 6" INTO BUILDING TO ALLOW FOR FRAMED �a• ENDWALL CONSTRUCTION 90 XI I/2" TEK / SCREW a EACH STUD LAVE STRUT OR AM 11L, 4 1/8" E�W�BY BMC 11' NOTCH 010 X 1 VI" TEK SCREW m EACH STUD GIRT BY\ BMG 5/8" TYPE -X GYPSUM SHEATHING ON EACH SIDE OF 3 5/8° X 25 GA STEEL STUDS. m 24'Or_ ATTACH WALLBOARD WITH I" TYPE -S SCREWS AT 8" O.C. TO STUDS AND 12° O,C. TO TOP AND BOTTOM TRACKS. STAGGER JOINTS 24" (GA FILE • WP 1080) m INSULATION 0 0 8 GA X 3" SHOT i PIN* 32" O.C. m 41 O ONEr m CF ES r C q c a Q rn N N L r m SOIL NOTES 32934 I. Foundation design Is based on: tp EXP. 6/30/94 \Q. ".t Boll Bearing capacity: 1000 pef with 9% CIVIL Increases per UBC Table 29-A. �` QJ 2. All footings except where noted otherwise on plane ,eFtall be set at OF C A\-�F least 12" Into. undisturbed earth or certified compacted fill. QQ 3. Any unusual soil conditions such as organic eolle, clay pookats JBUTTE vv uncertifled Fllle "]I be brought to the attention of the engineer V , prior to cotstructlon. BUILDING - ^T ENI NOTED JOB p 92322 J OF 2 4�0 3 z d U O � d) STEEL SIDING BY BMG OVER GYP. 7 m WW ' Q 10 SHEATHING , /�•— (� X -a 1~ Ill z J Q IL z 16— z Z W F U Q m c 1) *� c -�S P V) �7& ONEr m CF ES r C q c a Q rn N N L r m SOIL NOTES 32934 I. Foundation design Is based on: tp EXP. 6/30/94 \Q. ".t Boll Bearing capacity: 1000 pef with 9% CIVIL Increases per UBC Table 29-A. �` QJ 2. All footings except where noted otherwise on plane ,eFtall be set at OF C A\-�F least 12" Into. undisturbed earth or certified compacted fill. QQ 3. Any unusual soil conditions such as organic eolle, clay pookats JBUTTE vv uncertifled Fllle "]I be brought to the attention of the engineer V , prior to cotstructlon. BUILDING - ^T ENI NOTED JOB p 92322 J OF 2 4�0 3 2° Im 2-3/4"0 A.B. -PROVIDE SIDING NOTCH WHERE REQUIRED / W/ 10" MIN. EMBEDMENT 4" CONCRETE SLAB\ / •4 HAIRPIN WITH 6/6/10/10 W M \ tttLLL/// / 4" CONCRETE SLAB FF. WITH 6/6/10/10 WIM FF. IIILLL FG. `II .y' cyJ Fn_AI' (� - -I I (------1 4" MIN. GRAVEL 2-•4 X 42" ,n • I -----.:.I �--• z a TOP FTN.. ,-.......... j I i0 L • - --I i l: 4" MK GRAVEL K UNDISTURBED EARTH J `s — r — _I i (: UNDISTURBED EARTH m U CONTINUOUS REINFORCING r U FROM PERIMETER FOOTING ( 1 •4 GCNTINUOUS TOP AND BOTTOM m -• W' BOTTOM FTNG 4 I 11 ION A Km Z SECTIONS garc,*N I I �------I i —4" MIN. GRAVEL I 112 II ` UNDISTURBED EARTH CONCRETE NOTES 1. connateshall be a commercially available transit- mix properly proportioned and delivered to the site in reedy -mix trucks. Aggregate size shall be a maximum of 1-1/1" In foundations and 3/4" at all other locations. Slump shall not exceed 4". curing compound shall be sprayed on all exposed surfaces Immediately after final trowelling. 2. All cement shall conform to ASTM Standard a-150. All aggregates shell conform to ASTM Standard C-33. All reinforcing bars shall conform to ASTM Standard A-615 (Grades 40 unless specified otherwise). 3. Concrete shall have a minimum 28 -day compressive strength of 2500,psi. and shall not contain lass then 5 Backs 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 ehe11 be 3" 6. All arehor bolts shall conform with ASTM A-301. •4 CONTINUOUS TOP AND BOTTOM DIMENSIONS DETAIL SYMBOL C D B 12" MIN. V. G IB" MIN 12" MIN. DETAIL «� Z J m 2" 2-3/4"0 A.B. -PROVIDE 51DING NOTCH WHERE REQUIRED W/ 10" MIN. EMBEDMENT •4 HAIRPIN r 4" CONCRETE SLAB m� Z/ WITH 6/6/10/10 lULM _ FF. IIILLL - Z2-04 X 42" / Z o TOP FTNG. 3-'4 EACH WAY • BOTTOM FTNG DETAILE xn 2 CONCRETE SLAB CONSTRUCTION I. Concrete slab as shown on the plans le the minimum thickne.se and reinforcing required for stability of steel building and Is 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 anti -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, visqueen 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' Intkxvals to 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 sawcutting the concrete as soon as practicable after placing. If sawn-uf Joints are to be used, special care must be exercised In placing reinforcing and cutting Joints to ensure that no reinforcing is cut. `4" MRL GRAVEL UNDISTURBED EARTH TINUOUS REINFORCING "1 PERIMETER FOOTING FRAME/POST BASE POURED WITH FOOTING ANCHOR BOLTS PER MFR'S Q�pF E S SI pN r w+r r m 32934 EXP. 6/30/94 P CMI. ORL OF C ALF �� •4 HAIRPINS SLAB POURED ON TOP OF FOOTING WITH CONST. JOINT = .BOTTOM SLAB CONSTRUCTION JOINT= CRACK CONTROL JI nEtalL BUTTE ��lobNTS WLE)ING M 3/4"9 ANCHOR BOLTS AS REQUIRED BY BLDG. MFR PROVIDE 10" MIN EMBEDMENT 21 4" CONCRETE SLAB / WITH 6/6/10/10 UAUH tt SECTIONS garc,*N I I �------I i —4" MIN. GRAVEL I 112 II ` UNDISTURBED EARTH CONCRETE NOTES 1. connateshall be a commercially available transit- mix properly proportioned and delivered to the site in reedy -mix trucks. Aggregate size shall be a maximum of 1-1/1" In foundations and 3/4" at all other locations. Slump shall not exceed 4". curing compound shall be sprayed on all exposed surfaces Immediately after final trowelling. 2. All cement shall conform to ASTM Standard a-150. All aggregates shell conform to ASTM Standard C-33. All reinforcing bars shall conform to ASTM Standard A-615 (Grades 40 unless specified otherwise). 3. Concrete shall have a minimum 28 -day compressive strength of 2500,psi. and shall not contain lass then 5 Backs 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 ehe11 be 3" 6. All arehor bolts shall conform with ASTM A-301. •4 CONTINUOUS TOP AND BOTTOM DIMENSIONS DETAIL SYMBOL C D B 12" MIN. V. G IB" MIN 12" MIN. DETAIL «� Z J m 2" 2-3/4"0 A.B. -PROVIDE 51DING NOTCH WHERE REQUIRED W/ 10" MIN. EMBEDMENT •4 HAIRPIN r 4" CONCRETE SLAB m� Z/ WITH 6/6/10/10 lULM _ FF. IIILLL - Z2-04 X 42" / Z o TOP FTNG. 3-'4 EACH WAY • BOTTOM FTNG DETAILE xn 2 CONCRETE SLAB CONSTRUCTION I. Concrete slab as shown on the plans le the minimum thickne.se and reinforcing required for stability of steel building and Is 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 anti -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, visqueen 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' Intkxvals to 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 sawcutting the concrete as soon as practicable after placing. If sawn-uf Joints are to be used, special care must be exercised In placing reinforcing and cutting Joints to ensure that no reinforcing is cut. `4" MRL GRAVEL UNDISTURBED EARTH TINUOUS REINFORCING "1 PERIMETER FOOTING FRAME/POST BASE POURED WITH FOOTING ANCHOR BOLTS PER MFR'S Q�pF E S SI pN r w+r r m 32934 EXP. 6/30/94 P CMI. ORL OF C ALF �� •4 HAIRPINS SLAB POURED ON TOP OF FOOTING WITH CONST. JOINT = .BOTTOM SLAB CONSTRUCTION JOINT= CRACK CONTROL JI nEtalL BUTTE ��lobNTS WLE)ING M NOTED JOB # 1 92322 2 OF 2 v/ Q 1 ^ m � Q r Q x �Uv kn I:UT Q 1 Q Q i -- � - '� i lU n J Q Z m ZR L H Z W F v �I I o v ti 1 c � ILI 69 c s, { rn c o, 41 y d` Qj c IIw � N N_ �v � Q N a $t N !E [I N p{Fll� r NOTED JOB # 1 92322 2 OF 2 eo•-o• a of wi g I UNIT 1 HI Z O D `/ KEY PLAN REVISION NO. 1 11 REVISION NO. 2 ' LUG SPECIFIC ERECTION DRAWING LIST THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE 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. DRAWING TITLE- I JAC FILE NO.- ROOF DATE- 02/10/83 SECONDARY STRUCTURAL DRAWING NUMBER- REVISIGN FRAMING PLAN ID 02 TITLE) LDRAWING THE YEAR DURING WHICH YOUR S E 0 U E N C E ORDER MAS 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. D92-041147-00 COVER DRAVING - SHEET 1 D92-041147-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET I D92-041147-OIA SPECIFIC REACTION DRAW I NC - SHEET 2 D92 -041147 -DIB ANCHOR BOLT DETAIL SHEET - SHEET 3 D92-041147-02 CROSS SECTION ERECTION DRAWING - SHEET I D92 -041147-02A CROSS SECTION ERECTION DRAVING - SHEET 2 092-041147-028 CROSS SECTION ERECTION DRAVING DETAIL SHEET - SHEET 3 092-041147-03 WIND BRACING DRAWING - SHEET I 092-041147-03A WIND BRACING DETAIL SHEET - SHEET 2 D92-041147-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET I D92 -041147-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 092 -041147 -OS WALL SECONDARY STRUCTURAL ELEVATION - SHEET I D92 -041147 -OSA WALL SECOND ART STRUCTURAL ELEVATION - SHEET 2 D92-041147-058 DOOR DETAIL GRAVING - SHEET 3 D92-041147-O5C WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 4 D92-041147-06 WALL PANEL DRAWING - SHEET 1 D92 -041147 -OSA WALL PANEL DRAWING - SHEET 2 092-041147-O6B WALL PANEL DRAWING - SHEET 3 092-041147-07 ROOF PANEL ORAYI NC - SHEET I SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL GENERAL ERECTION DRAWINGS CALLED 'PLANOGRAPHY. SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF THESE DRAWINGS. BUTLER MANUFACTURING COMPANY GENERAL OFFICES -KANSAS CITY. MISSOURI FIELD WORK SUMMARY WALL SECONDARY FW0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEVALL ROD BRACING CONDITION. FW0045 FIELD WORK GIRT CHANNEL AT CORNER BUILDING CONDITION. COVER DRAWING NOTES STANDARD NOTES- CD0001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE FRAME COLUMN AT EYE LEVEL. CD0002 PARTS SHOWN MAY BEUPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. BUILDER - PRODUCT OF THE E!7555�1 NORTH VALLEY READY -MIX ORDER ENGINEERING CHICO- CA SYSTEM PULL dNN G DEP!rA • 1 W,Nr�� APPROVED. PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE- AG FILE NO- GROUP- V '�, DATE- 12/16/92 DAVID DAIGH 40'X60'X12' LRDS COVER DRAWING DRAWING NUMBER- REV. DURHAM- CA 20aLL/80MPH UBC 91 992-041147-00 00 5123 EV I Lr CPU 1 ' A511 I ASIC I I Q91 II I I AS9] I ASI, I AS11 UNIT 1 ANCHOR BOLT PLAN EW v STANDARD NOTES, A80007 GIVE TOP 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 NOT HAND SET ANCHOR BOLTS. AB0010 ANCHOR BOLTS. NUTS AND WASHERS MUST BE ASTM TYPE A707. A80017 USE REINFORCING STEEL AS REOUIREO. PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. ABOO14 CAUTION, 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 WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEGUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE. ABOOIS NOTE, FOUNDATION DESIGN AND ANCHOR BOLTS. NUTS AND WASHERS NOT BY BUTLER. ANCHOR BOLT LENGTH SHOWN IS FOR ESTIMATION ONLY AND PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. ABOO16 REFER TO DRAWING C-104161 FOR BUTLERIB OR SHADOWRIB WALL BASE ANGLE INSTALLATION. eurrE oouNrr BUN.DIiJ(i DEPARTMENT APPRQVEP REVISION NO. i REVISION N0. 2 ® BUTLER MANUFACTURING PRODUCT OF THE E"""�® BUILDER, PROJECT BUILDING ORDER DESCRIPTION- ESCRIPTION• DRAWING TITLE, 0, AG FILE NO - DATE• GATE, NORTH VALLEY READY -MIX DAVID DAIGH 40'X60'X12' LRDS SPECIFIC ANCHOR BOLT GDATE- 12/16 DRAW OT-- M. BT- ING NUMBER- L2-041 d COMPANY GENEL OFFICES -KANSAS, ORDER ENGINEERING CHICO, CA DURHAM, CA 20#LL/80MPH UBC 91 DRAWING 147-01 aCREo BY- CECREO BT- VJ C/ CJ UNIT 1 - ENDWALL FRAME AT SIDEWALL GRID 5 cb of UNIT I - FRAME AT SIDEWALL GRIDS 2. 3 & 4 BRACED BAY REACTION - UNIT 1 SIDEWALL BETWEEN H V GRID GRIDS A 3-4 2 1 D J-< 2 I ENDWALL POST REACTIONS - UNIT 1 FRONT ENDWALL H 1b ENDWALL REACTION TYPE - H V GRID I OL • LL 1 I II DL • WL 2 I BU'YTE COUNTY BUILDING DI'-. APPROVE -0 REACTION NOTES, 1. THE VERTICAL AI ANO MDRIZONTAL m AND ZI REACTION AAE nATCO IN NIPS. 11 KIP I=0 POUNDS P=I T'VE DIRECTION 1e AN SHOWN IN TIE FOLLOW]ND O'ASEAN. 2. INHENI REACTIONS ARE STATED IN INCH -NIPS AND ARE POSITIVE IN A CLOCNWI BE DIRECTION. 7• THE FORCE ON THE ANCHOR BOLTS OR FOUNDATION WILL BE 10 THE OPPOSITE DIRECT]= TO THAT SHOWN. A. RANI ARI REACT'= SUANRT Ie THE RAN IAIII P=1n Y! ANO NEGATIVE REACfIOM6 BASED = THE REWINEO LOAD CORBINATIONS. V 1--- H Z REVISION NO. 1 REVISION NO. 2 01171. DATE. ® PRODUCT OF THE --I BUILDER. PROJECT. SUILDING'ORDER DESCRIPTION. DRAWING TITLE- AC FILJA00 DRAM BT. �® GROUP- V DATE- DRAWN BT. BUTLER MANUFACTURING NORTH VALLEY READY -MIX DAVID DAI GH 40' X60' X12' LRDS SPECIFIC DRAWING NUMBER- CHECKED B7. CHECKED BY. COMPANY ORDER ENGINEERING CHI CO. CA DURHAM. CA 20#LL/80MPH UBC 91 REACTION DRAWING GENERflL OFFICES-KRNSAS CITY. MISSOURI SYSTEM D 9 2- 0 4 1 1 4 7- 0 1 SIOEVALL S]OEVALL 9 1/2• 9 1/2• I 3� 9 3/8• 3 5/8' 3 5/8' 9 3/1' 3/4' DIA. 1/8• A3/4'NCH DIA. J/4' DIA. ANCHOR BOLTS r — 1 ANCHOR BOLTS ANCHOR BOLTS 3/4• DIA• PROJECTED 2• PROJECTED 2• PROJECTED 2' r — 1 EDGE OF ANCHOR BOLTS r = 1� I I "+ FOUNDATION PROJECTED Y II I __—L—J L_J IT 1 3/4• 1 3/4• n II 1/4' I1 1/4• 1 3/4DOOR WIDTH DOOR WIDTH 1 3/4' DETAIL A231 L;UKNGK rU51 (LtFTi DETAIL A272 CORNER POST (RIGHT) slxcLE e• POST SINGLE 9• POST DETAIL A391 9' DOOR POST (LEFT) DETAIL A392 9' DOOR POST (RIGHT) 10• MAX 10• MAX 9• ENDVALL J/4• DIA. ANCHOR DIA • I ANCHOR BOLTS I ANCHOR BOLTS 10• MAX PROJ• 2' 1 ANCHORI BOLTS I — — PROD- 2 - PROJECTED 2' 3/4" ENDVALL I ANCH DIA. ANCHOR BOLTS PROJ. 2' _ _ __? �_ u- -w- n I 2'1 2' - l 2'I 2' 2 a FRAKE 8' S. . CORNER COL. EY POST - CORNER COL. DETAIL A511 SIDEWALL COLUMN DETAIL A530 CORNER COLUMN DETAIL A531 CORNER COLUMN DETAIL A546 ENDWALL POST SECTION A4131 TTP. SIDEVALL OR ENDVALL REVISION NO. I REVISION NO. 2 ME. I>ATe. PRODUCT OF THE ® IXun In. DRAWN �u79n® BUILDER. PROJECT. BUILDING ORDER DESCRIPTION. DRAWING TITLE- AC FILE N0• CROUP. 11 DATE, 12/18/92 By. BUTLER MANUFACTURING COMPANY NORTH VALLEY READY -MIX DAVID DAI GH 40' X60' X12' LRDS ANCHOR BOLT DRAWING NUMBER. REV. ORDER ENGINEERING CRECKED CHECKER BY. Rr' GENERAL OFFICES -KANSAS CITY. MISSOURI SYSTEM CHICO, CA DURHAM, CA 20#LL/BOMPH UBC 91 DETAIL SHEET D92-041 147-01 6 00 TOP / OUTSIDE FLANGE VEB THICKNESS a BOTTOM / INSIDE FLANGE H - SECTION DESIGN INFORMATION PART DESCRIPTION ROOF TOP FLANGE • S' X .188' . BEAM Y97250 BOTTOM FLANGE • S' X .188' 461-6. WEB THICKNESS • .120' PART DEPTH VARIES 12' TO 21 5/8' TO 12' EXTERIOR TOP FLANGE 5' X .188' COLUMN BOTTOM FLANGE • 5' X .188' COLUMN 132-0 WEB THICKNESS • .120' PART DEPTH 7 7/8' EW TOP FLANGE - 5' X .188' ORNER POS V97300 BOTTOM FLANGE • S' X .188' 120-1 WEB THICKNESS • .100' PART DEPTH 11 7/8' EW TOP FLANGE 5' X .188' ROOF BEAM BOTTOM FLANGE • 5- X .188- V97310 180-0 WEB THICKNESS • .100' PART DEPTH II 7/8' 'EW TOP FLANGE 5' X .188' ROOF BEAM BOTTOM FLANGE • 5- X .188- V97320 120-0 WEB THICKNESS - .120' PART DEPTH VARIES 12' TO 14 15/32' TD 12' EW TOP FLANGE 5' X .188' NT ERM POS BOTTOM FLANGE • 5' X .IBB' V97J30 125-4 WEB THICKNESS • .100' PART DEPTH • 7 7/8' FLANGE , �Ij^jl �L 1 P .RADIUS 0 THICKNESS C.- SECTION DESIGN INFORMATION PART DEPTH FLANGE LIP THICKNESS RADIUS L.ALV. BUILDING DEPARTMENT EW / DOOR POST 580606 134-7 9'3 1/2' 13/16' .060' 5/16. EW / DOOR POST 580606 139-7 9' 3 1/2' 13/16' .060' 5/16' DIMENSION Y ROOF BEAM FLANGE BRACE USE (2) 1/2' X 1 1/4' HEX, BOL T(0950851 AND 1/2' HEX. NUT (0950321 DETAIL C001 SINGLE FLANGE BRAC USE FIRST HOLE AT PUI USE (2) 1/2' X 1 1/2' A325 HI-SINENGTN BOLT (097280) AND I HEAYT HEX. NUT (0952301 1 RIGID FRAME-' ROOF BEAM USE (2) 3/8' X 1 1/2' A325 HI -STRENGTH BOLT (097281) AND 5/8' HEAVY HEX. NUT (095233) DETAIL E053 „SINGLE POST DIMENSION Y ROOF BEAM ',i; I DETAIL C002 P (543256) USE (2) 1/2' X 1 1/4' HEX. BOLT (095085) AND 1/2' HEX. NUT (0950321 9' DOOR 1/2' X 1 1/4' BOLT (0966361 HEX. NUT �� II .I� 1 1 \ f2) '3/4' NUTS (NOT BY BMC) CLIP 1543316) \ DETAIL 0032 DOOR POST BASE CLIP CONNECTION 9' DOOR POST EW ROOF BEAM ll CLI (543358) �i f CLIP (54J358) EW POST ' I tEW USE (8) 5/8' X 1 1/2' A325T POST - HI -STRENGTH BOLT (097281) AND 5/8' HEAVY HEX. NUT (0952J3] DETAIL E137 ENDWALL•POST TOP CONNECTION ROOF 1 CLIP (543256)— USE (2) 5/8' X 1 1/2' A325T J HI-STRENG7H BOLT (097281) AND 5/8' HEAVY HEX. NUT (093233) DETAIL E0491 ._, INCLE I/2' X 1 1/2' ' -STRENGTH BOLT BUTTE, oouN °Y BUILDING DEPARTMENT APPROVED REVISION NO. 1 REVISION NO. 2 BUTLER MANUFACTURING COMPANY PRODUCT OF THE ��® ORDER ENGINEERING BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE• AC FILE NO, DATE- UTE, NORTH VALLEY READY -MIX CHICO, CA DAVID DAI GH DURHAM, CA 40' X60' X 12' LRDS 20#LL/8OMPH UBC 91 CROSS SECTION ERECTION DRAWING DETAIL SHEET GROUP- V DATE- 12/16/92 DRAVK ST. DRAW BT- DRAWING NUMBER- REV. CHECKED BT. CRECK90 ST. GENERAL OFFICES -KANSAS CITY. MISSOURI SYSTEM D92-041 1,47-028 00 /3�3 FLANGE IIP RADIUS o THICKNESS - SECTION DESIGN INFORMATION PART 2C DEPTH FLANGE LIP THICKNESS RADIUS EAVE STRUT 540146 239-4 1 B' 3 1/2' 1- .060' 1 5/16' FLAN RADIUS iF,THICKNESS Z - SECTION DESIGN INFORMATION PART DEPTH FLANGE LIP THICKNESS RADIUS PURLIN / GIRT 530635 263-4 8' 2 5/8' 3/4' .060' 1/4• CONI PURL ROOF SEAM -L iI F I N USE (6) 1/2* X 1 1/4' \\ HEX. BOLT.(0950831 v AND 1/2' HEX. NUT CONTINUOUS (0930321 PURLIN DETAIL F107 CONTINUOUS SPAN PURLIN CONNECT IO END BAT LOCATION - B. PURLIN PURLIN S. 6• TOP OF SEE PURLIN DETAIL ' F152 1 DETAIL F151 ' rUMLIN BRACE LAYOUT (1) ROW TOP - (0) ROWS BOTTOM EAVE STRUT LENGTH TOP OF EAVE STRUT ------------------------ - -- II/16' DIA HOLES THIS FLANGE NOTES• I. ADD 11/16' DIA. HOLES AS SHOWN. 2. SEE FIELD WORK SCHEDULE FOR DIMENSIONS. DETAIL X134 FIELD WORK EAVE STRUT IN ROOF EAVE USE (2) 5/8"X 11/2' AJ23T HI-STRE1407H BOLT (097291) AND 5/8• HEAVY HEX. NUT (0952331 �L_ i EAVE STRUT USE (2) 5/8' X 1 1/2' A325T •097281) AND IT (095233) USE f2! 1/2' % 1 I/4' I I� / �RIIOF BEAM OR PROOF BEAM HE%. BOLT (0950851 AND 11\VIIIIII{/ VERTICAL SPLICE 1/2' HEX. NUT (0950321 COLUMN DETAIL F118 PURLIN CONN. TO INTERM. FRAME EW DETAIL F124 EAVE STRUT CONN. TO INTERM. FRAME DETAIL F128 EAVE STRUT CONN. TO ENDWALL FRAME PURLIN BRACE EAVE STRUT LENGTH //� (TTP.) ' IV I PURLI it ' TOP OF EAVE STRUT ® II' __ __________________________ ISI' _//( CLIP {/ I5430291 ® ROOF BEA DIA i THIS6FLANGEHOLES PURLIN A B' 4 USE (4) 1/2' X 1 1/4' NOTES. HEX. BOLT (095085) AND I. ADD I1/16' CIA. HOLES. 1/2' HEX. NUT (095032) 2. SEE FIELD WORK SCHEDULE FOR DIMENSIONS. IETAIL F152 PURLIN BRACE ROW DETAIL F257 PURLIN CONNECTION TO EW ROOF BEAM DETAIL X132 FIELD WORK EAVE STRUT REVISION NO. 1 REVISION N0. 2 BUILDER. PROJECT ]Foo�� PRODUCT OF��THE BUTLER MANUFACTURING ="u��® NORTH VALLEY READY MIX DAVID DAIGH COMPANY ORDER ENGINEERING CHI CO. CA DURHAM. CA GENERAL OFFICES -KANSAS CITY. MISSOURI SYSTEM BUT OOUNTY BUILDING DEPARTMENT APPROVED BUILDING ORDER DESCRIPTION- DRAWING TITLE- _fMAG FILE NO. ROOF GROUP. V DATE- 12/16/9RE11. 40'X60'X12' LRDS SECONDARY STRUCTURAL DRAWING NUMBER 20*LL/8OMPH UBC 91 DETAIL•SHEET 992-041147-04A �5 �3 f ..+ems"'!. � M. 4....�.-�'ww.i /623 171- DOOR DIMENSIONS 10'-0' CLOSE-UP al PART SCHEDULE c 31 PART NAME PART NUMBER PART LENGiH FIELD . PRODUCT OF THE%. `� ORDER ENGINEERING SYSTEM YORK 29 DOOR HEADER 580273 9'-11 I/ ' DRAWING TITLES AC FILE N0- BUTTE COUNTY BUILDING DEi'ARTMENT APPROVED REVISION NO. I REVISION N0. 2 Q�Q BUTLER M R N U F N C T U R I N G COMPANY GENERAL OFFICES -KANSAS C[Tr, MISSOURI PRODUCT OF THE%. `� ORDER ENGINEERING SYSTEM BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLES AC FILE N0- OAIE, DATE, DRAW BT. � CHECKED BT. NORTH VALLEY READY -MIX CHI CO. CA DAVID DAIGH 40'X60'X12' LRDS DURHAM, CA 20#LL/BOMPH UBC 91 [GROUP- Y DATES 12/18/92 DOOR DETAIL RAWING NUMBER- REV. DRAWING 092-041147-058 an" BT. fJ1ECREB BT. /8�23 FLANGE LIP RADIUS THICKNESS C - SECTION DESIGN INFORMATION _ PART DEPTH I FLANGE LIP THICKNESS RADIUS DOOR HEADER -580273 9' 3 1/2' 3/4• .064• 1 3/16' FLANGE, � RADIUS c THICKNESS Z - SECTION DESIGN INFORMATION PART DEPTH I FLANGE LIP THICKNESS RADIUS GIRT 550295 217-2 9 1/2' 2 3/4-11 1/18 .050' 1/4' GIRT 550295 223-2 9 1/2' 2 3/4-11 1/t6 .060' 1/4' GIRT 550295 229-2 9 1/2' 2 3/1' I I/IB .060' 1/4' GIRT GT95060 097-2 9 1/2' 2 1/4' 1 1/18 •060' 1/4' USE (2) 1/2• X 1 1/7• SIDEVALL COLUMN SIDEVALL OR ENDYALL POST COLUMN HEX• BOLT (UT(091 AND StOEVALL CLIP (5431617 1/2' HEX• NUT 109302) COLUMN OR LEC DOWN CLIP (517 161) CLIP 15431641 ENDYALL POST LEG DOWN LEG DOWN GIRT CLIP f580i32) - SIOEVALL� IIOEVML C1RT GIRT o -r-_------- GIRT GIRT USE 127 I /2' X I 1 //• ---------i- r-----' i--------- TN IN ND. BOLT 109663 8) AND 1 /2' HEX• NUT (095032) i i p OI - _ — : + ZZ zQzrrz4j r GIRT I 1/2' FIELDCUT AROUND FRAME r COLUMD 1 DOOR READER � FRAME F FRAME FLANGE \ USE (6) 1/2' X 1 1/4•HEX BOLT (09USE I4) 1/2' X 1 1/4' _ _ _ \� 1/2 DOOR POST HEX. BOLT (095085) AND 1/2' HEX. NUT 30851 (0950 2)0 RADIUS• 1/2' HEX. NUT (095032) GIRT CUTTING DETAIL DETAIL D006 T DOOR HEADER TO DOOR POST DETAIL G006 DOUBLE GIRT TO COLUMN CONN. DETAIL G007 SINGLE GIRT TO COLUMN CONN. DETAIL 6019 FIELD WORK SIDEWALL GIRT COLUMN FLANGES YIDER THAN 10' TOP HE%. BOLT/(095085)/AND MEMBER 1/2' HEX. NUT (095032) USE (6) 1/2' lI 1 1/4' ENDYALL ENDYALL SIDEVALL 1/2" BOL. 10950051 3AMD21 I POST 9' POST 12' SIDEVALL GIRT SIOENALL E 1/2' )El(• NUT 109�i0]21 d} -J ENDYALL 1 SIDEMALL GIRT r GIRT 1 rr W IRT CLIP (543164) �1 p rr LEG DOWN r r Ir 11 i CLIP (543346) QIP (5431611 1 FLUSH TO r I i LEO DOWN LEG DOW rr 1/1' MAX. it 1 b i ENCIOLGIRT OUT _ ��r 0 0� (FIELD WILL iW I� J I' J ' USE (2) 1/2' X 1 1/4' --- 000ECTION TO GIRT CLIP) t r REX. BOLT (099089) ____---___- r USE (2) 1/2' X 1 1/4' AND 1/2' HEX. NUT o o� - r BASE / iHIN-HD. BOLT (096638) 1095027 0� ANGLE L AND 1/2' HEX NUT (093027 Q CLIP (547164) -- —W .n. LEG DOWN BLDG. WIDTH ENDYALL GIRT OR LENGTH DOOR WIDTH ENDYALL SECTION GIRT CHANEL 15432601. FIELD BEND CORRECT ALIGNMENT MISALIGNMENT 90RDT EGHAANOLINST ALLOW)TNI EANEBEND 90 SDEC.RSro INSTALL MIM PNFl (AVOID THESE CONDITIONS) FASTENERS. DETRIL 6266 9 1/2' 511}111"EM GIRT TTiL�' POST DETAIL C047 SECONDARY STRUCTURAL ALIGNMENT DETAIL C184 SINGLE GIRT TO INTERN. ENDYALL POST DETAIL C252 9 1/2' SV L 9 1/2' EW GI TO CHR. POST USED AS ODOR POST 6' SETBACK ENOWALL GIRT LENGTH •B' 'A' ______ _______________________ W GIRT PANEL HOLES THIS FLANGE NOTES• 1. FIELD LOCATE I' DIA. X 2' SLOTS AS SHOWN. 2• SEE 'FIELD WORK SCHEDULE- FOR DIMENSIONS. DETAIL XOOIJ FIELD SLOT SW GIRT FOR BRACE RODS BU17E OOUNTY BUILDING DEPARTMENT APPROVED REVISION NO. I REVISION NO. 2 PRODUCT OF THE BUILDER, PROJECT. BUILDING ORDER DESCRIPTION, DRAWING TITLE. AG FILE N0• A DAT). •WALL SECONDARY cRDUP.YDATE• 12/16/92 DuarAn BV. BUTLER MANUFACTURING ��® NORTH VALLEY READY -MIX DAVID DAIGH 40'X60'X12' LRDS STRUCTURAL ELEVATION DRAWING NUMBER. REV. COMPANY ORDER ENGINEERING CHICO. CA DURHAM. CA 20#LL/80MPH UBC 91 DETAIL SHEETaan1Eea0 BT. GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM D92-041 147-05C 0 0 RIGHT SIDEWALL PANELING ELEVATION AT GRID D WALL PANEL SCHEDULE ID PART NUMBER EXT. SUFF.SUFF. INT. LENGTH DESCRIPTION A 1 027090 1 746 1 1 142-0 1 BRIM MT PNL .STANDARD NOTES- VPOOIO INSTALLOVERHEAD DOOR TRIM FOR BRIT WALL PANELS PER DRAWING C-104219 WP0014 WALL PANEL -TO -PANEL FASTENERS ARE 097364 -SDS. WP0019 BR11 WALL PANEL-TO-TOP/BASE STRUC FASTENERS ARE 097361 -SB. WP0028 FOR GENERAL BRI1 WALL PNL INFO. REFER TO THE FOLLOWING OWES C-0104217 - GENERAL PANELING INFORMATION C-0105017 INSULATION AT TOP OF WALL C-OIOSOI8 - INSULATION AT TOP OF WALL C-0107315 - SECTIONS THRU ACCESSORY OPENINGS 8-1080854 - WALL PANEL LENGTH CALCULATIONS 8-1080873 - GENERAL INSTALLATION TORX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUTLERIB 11 WALL PANEL IS LEFT-TO-RIGHT. WPO07S BRIT WALL PANEL -TO -GIRT FASTENERS ARE 097361 -SB. BUTTE OOt1MfY BUILDING Mpp,RTpAENT APPROVED REVISION N0. 1 REVISION N0. 2 D PRODUCT OF THE BUILDER- PROJECTS IBUILOINC ORDER DESCRIPTION- GRAVING TITLE, AC FILE NO. DATE- ogre. BUTLER MANUFACTURING COMPANY ® ORDER ENGINEERING NORTH VALLEY READY -MIX CHI CO. CA DAVID DAI GH DURHAM.. CA 40' X60' X 12' L RDS 20#LL/BOMPH UBC 91 WALL PANEL DRAWING GROUP- Y DATE, 12/16/92 on . or. MON e" DRAWING NUMBER. REV, CXECReo en exeeao er. GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM D92-0 4 1 1 4 7- 0 6 0 0 20/23 REAR ENDWALL PANELING ELEVATION AT GRID 5 LEFT SIDEWALL PANELING ELEVATION AT GRID A iOi { A 0 V E D REVISION NO. 1 I REVISION NO. 2 WALL PANEL SCHEDULE 10 PART NUMBER EXT. INT. SUFF.SUFF. LENGTH DESCRIPTION A 027090 746 142-0 BR11 MT PNL B 027162 746 140-4 BR11 SO PNL C 027182 746 143-4 BR11 SO PNL D 027162 748 146-4 OR 11 SO PNL G 027162 746 149-4 BRII SO PNL iOi { A 0 V E D REVISION NO. 1 I REVISION NO. 2 ® B U T L E R M A N U F A C T U R I N G PRODUCT OF THE � ® BUILDER. PROJECT. BUILDING ORDER DESCRIPTION. DRAWING TITLE- AC FILE NO- TE, 7AfF. NORTH VALLEY READY -MIX DAV I D DAI GH 40'X60' X12' LRDS WALL PANEL GROUP. V DATE. 12/16/92 man BI. Dp eT. DRAWING NUMBER. REV. C 0 M P A N Y GENERAL OFFICES-XRNSAS CITY, MISSOURI ORDER ENGINEERING SYSTEM CHI CO. CA DURHAM, CA 20#LL/BOMPH UBC 91 DRAWING 92-041147-06A 00 CHECKED Br. FwcFFo er. 2//23 i REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER- PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE, AG FILE NO, DATE- DATE. ® GROUP. V DATE- 12/16/92 wun BT• DRAW vn BPBUTLER M R N U F A C T U R I N G �® NORTH VALLEY READY -MIX DAVID DAI GH 40' X60' X 1 2' LRDS WALL PANEL DRAWING NUMBER- REV. CHECKED 0- txecceo er• COMPANY ORDER ENGINEERING CHI CO. CA DURHAM. CA 20#LL/80MPH UBC 91 DRAWING GENERAL OFFICES—KANSAS CITY. MISSOURI SYSTEM 0 9 2- 0 4 1 1 4 7- 0 6 8 0 0 0 J J Q Z W H Z 0 Of LL_ B cp 1 20'-0' 20'-0' 20'-0• RAME YP. < < < < < < < < < < < < m m < m < m < < m m < m < < m m < m STANDARD NOTES. RP0012 ROOF PANEL -TO -PANEL FASTENERS ARE 096213 -SMS. RP0020 ROOF PANEL -T O -STRUCTURAL FASTENERS ARE 097211 -SDS. RP0025 A. FOR ROOF PANEL SEALANT APPLICATION. SEE DWG. 0-102961. B. DIRECTION OF ERECTION FOR BUTLERIB 11 ROOF PANELS IS FROM FRONT ENDWALL TO REAR ENDWALL ACROSS THE ENTIRE ROOF. RP0025 FOR ADDITIONAL INFORMATION, SEE PANEL INSTALLATION DRAWING C -10428B. RP0020 FOR UNPUNCHED PANEL PREPARATION. SEE DRAWING 0-103873. RP0029FOR UNPUNCHED RIDGE PANEL INSTALLATION, SEE DRAWING C-105848. RP0030 ROOF PANEL DRAWING DOES NOT SHOW PLACEMENT OF GRAVITY VENTS. EACH GRAVITY VENT WILL REPLACE ONE RIDGE PANEL. RP0038 W A R N I N C PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. RPD062 ROOF PANELS MUST BE ATTACHED TO ALL ROOF STRUCTURALS TO INSURE THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURLINS ADDED FOR SPECIFIC LOADING CONDITIONS. ETC. ENOUGH PANEL FASTENERS, CLIPS. ETC. ARE BEING FURNISHED FOR ALL ROOF STRUCTURALS. � BUTTE COl1NN oil NG �AR�MENT APPROVED REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER. PROJECT. BUILDING ORDER DESCRIPTION, DRAWING TITLE- AG F'KE NO. L�HE�C_ DATE. CROUP. Y DATE. 12/16/92 BY. cA 6T. BUTLER MANUFACTURING ��® NORTH VALLEY READY -MIX DAVID DAIGH 40'X60'X12' LRDS ROOF PANEL DRAWING NUMBER. REV. COMPANY ORDER ENGINEERING CHICO. CA DURHAM, CA 20#LL/8OMPH UBC 91 DRAWING aT. CHECKED B*' GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM D92-041147-07 0 0 ROOF PANEL SCHEDULE 10 PART NUMBER SUFF. LENGTH DESCRIPTION HOLE TO HOLE Al027938 1 700 237-5 BRIT EAVE PANEL ALZN IB -10 II/16' B I 560081 1 644 BRII RIDGE PANEL STANDARD NOTES. RP0012 ROOF PANEL -TO -PANEL FASTENERS ARE 096213 -SMS. RP0020 ROOF PANEL -T O -STRUCTURAL FASTENERS ARE 097211 -SDS. RP0025 A. FOR ROOF PANEL SEALANT APPLICATION. SEE DWG. 0-102961. B. DIRECTION OF ERECTION FOR BUTLERIB 11 ROOF PANELS IS FROM FRONT ENDWALL TO REAR ENDWALL ACROSS THE ENTIRE ROOF. RP0025 FOR ADDITIONAL INFORMATION, SEE PANEL INSTALLATION DRAWING C -10428B. RP0020 FOR UNPUNCHED PANEL PREPARATION. SEE DRAWING 0-103873. RP0029FOR UNPUNCHED RIDGE PANEL INSTALLATION, SEE DRAWING C-105848. RP0030 ROOF PANEL DRAWING DOES NOT SHOW PLACEMENT OF GRAVITY VENTS. EACH GRAVITY VENT WILL REPLACE ONE RIDGE PANEL. RP0038 W A R N I N C PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. RPD062 ROOF PANELS MUST BE ATTACHED TO ALL ROOF STRUCTURALS TO INSURE THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURLINS ADDED FOR SPECIFIC LOADING CONDITIONS. ETC. ENOUGH PANEL FASTENERS, CLIPS. ETC. ARE BEING FURNISHED FOR ALL ROOF STRUCTURALS. � BUTTE COl1NN oil NG �AR�MENT APPROVED REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER. PROJECT. BUILDING ORDER DESCRIPTION, DRAWING TITLE- AG F'KE NO. L�HE�C_ DATE. CROUP. Y DATE. 12/16/92 BY. cA 6T. BUTLER MANUFACTURING ��® NORTH VALLEY READY -MIX DAVID DAIGH 40'X60'X12' LRDS ROOF PANEL DRAWING NUMBER. REV. COMPANY ORDER ENGINEERING CHICO. CA DURHAM, CA 20#LL/8OMPH UBC 91 DRAWING aT. CHECKED B*' GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM D92-041147-07 0 0