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040-310-093
AP 40-31-06 RICHARD NAIFY(ST ARLITE DRIVE-IN) Speedway Ave., off Midway, Chico 4 CONTR: Sierra Roof & A'Ou$ 1cs permit# 610-75B(rero - 726k mbar) f 40-31-06 I Contr: Sierra Roofing Permit#2065-85B(reroof ai_%&O s e 40-31-06 2608-89B KNUDSEN & SONS, INC. Speedway & Midway Contr: North Valley Readymix (demolish/drive in) 1308-0945 .040-310-006 ' COMMERCIAL Wa'rehouse WAREHOUSE 154883', 0FFICE 11007' tc 37. SPEEDWAY KNUDSEN AND SONS INC, �B08=1360 — 040=310=006'` MISCELLANEOUS Fire Suppression FIRE SPRINKLERS (FOR B08-0945) 37 SPEEDWAY AVE KNUDSEN AND SONS INC I 0 0 FA r L'J V'i 0 FA RMN, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION(IVR) #:(530) 538-4365 OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 37 SPEEDWAY APN: 040-310-006 Owner: KNUDSEN AND SONS INC, permit No: B08-0945 Issued Date: 10/09/2008 BY TMP Permit type: COMMERCIAL P O BOX 369 Subtype: Warehouse CHICO, CA 95927 Expiration Date: 10/09/200 Description: WAREHOUSE 1548831, OFFICE 190 (530) 899-5000 Occupancy: S-1 Zoning: M1 Contractor Applicant: Square Footage: MODERN BUILDING INC MODERN BUILDING INC Primary SF 2nd Occ SF 3rd Occ SF P O BOX 772 P O BOX 772 154,861 3,768 CHICO, CA 95927 (530) 891-4533 CHICO, CA 95927 (530) 891-4533 4th Occ SF 5th Occ SF Total 158,629 9 FEE INFORMATION CWIFAUD Impact Processing Audi $50.00 DBEH Building Review Fee $78.90 CWIFDDS Impact Processing Fee $50.00 DBFIRE Comm Alarm System Revie $189.40 CWIFNR Indstrl Warehouse $85,176.58 DBFIRE Fire Commercial Plan Ch $107.00 CWIFNRCUA $6,796.20 DBFIRE Pin Ck Comm Lo/Med Hzrd $94.60 CWIFNRCUA Industrial $82,210.51 DBSMIP-Commercial $878.19 CWIFNRSHERFJL (Jail) 090807 $0.00 DB S2 Warehouse 08 $11,466.20 DB S2 Warehouse 08 $7,584.70 Total Charged: $194,682.28 Fees Paid: $194,682.28 Balance Due: $0.00 Receipt No: B8798 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires MODERN BUILDING INC 285006 / B C-8 / 06/30/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing withSe 00) of Divis'on 3 of the Business and Professions Code, and my license is in full force ect. X10/09/2008 Contracto S ignature Date E]I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). (� I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by action 3700 of the Labor Code, for the performance of the work for which this perm ssued. My Workers' Compensation insurance carrier and policy number are; / ( / O� 1 (� �O Cartier: C; Policy Number: �" `� Exp. Date: �� (This section nee not be completed if the permit is orone nunarea ($100) or less.) ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall toy any person in any manner so as to become subject to the Workers' Compensate aws of lifomia, and agree that if I should become subject to the workers' X 10/09/2008 comps on provisions of Section 00 oft Labor Code, I shall forthwith comply with those pr ion . Owner's Signature Date 10/09/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use oro of any sidew Ik, street, r subsidewalk. I hereby authorize representatives of Butte Couo a above me 0 s o arty for inspection purposes. I hereby certify that I am the Pr a owne aut i e t ct he property owner's behalf. 10/09/2008 n WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEYS FEES. CONSTRUCTION LENDING AGENCY - I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) of Pe ttee [SIGN]—Print Date Owner 1:1 Contractor OR. E]Agent for Owner j�oent for Contractor FILE COPY 6�+\ Lender's Address City State Zip \ , �' �` Il � ` � r 1� � r ��� , � � { h BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT -,A NO. , �. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information \N P related to this application is subject to public inspection and will be posted on the County's website for electronic access. 4 OWNER INFORMATION Last Name ' First Name Mailing Address% -If Iia i w.nom, V(C d StWO�}' City Ccct �CA Phone <WiJ Fax E-mail CONTRACTOR Name0� �C16L�/�C� CJCV4PA-J t Address 30SS 50VT4-kCA7E ./V City- C,"( C-0 Stat- Z �$ Phone3, eat a,433D Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name Nam (STP4*1, (a16t.�.�.� Address 1 1 c b� �g`� � city Ck-4 ( $NAL Sm �' 893 lam 893 -2 f 1 E ai 2aAcState License Number -If "t_'e 'T,&LS'T�R€�C� APPLICANT INFORMATION Name cyJ Address _ ,, City C AC -c, Sm 1,4a Pttcn � s Fax E-mail per. , ,. A 0U1LPiA s -f NC , CCS WA um, lnwrus "1 PROJECT LOCATION API 0410 _3b oor Property Address 3 City QA( `o WORKER'S COMPENSATION Policy Numb1(=60 Carrier ZQ P_� C tAl If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. ENDING AGENCY Name A I Address /v DESCRIPTION OR SCOPE OF WORK. vcc�E�. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use onl Zoning Flood Zone SRA I Yes No Occ. Type Const. i� California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau - Fire Marshal 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax GENERAL STORAGE AND USE OWNER'S STATEMENT OF INTENDED USE Reference Number: B08-0945 Date: 05/22/2008 Location: 37 SPEEDWAY By: GLB Parcel Number: 040-310-006 Sub Type: Warehouse Owner Name: KNUDSEN AND SONS INC, Phone: (530) 899-5000 Description: WAREHOUSE 154883', OFFICE 1907' total ft 156,790' Tenant: ❑ Please check the appropriate box below, sign and return this form to the Butte County Fire Department at the address listed above. If you have questions, please contact us at (530) 538 -6837 -Ext. 166. If additional fire protection features are required, you will be notified in writing. XThis building will not be used for one or more of the hazardous operations, processes or storage listed below. This building will be used for one or more of the hazardous operations, processes or storage listed [ ] This building is a speculation building without a tenant at this time. The owner will notify the tenant that there may be special fire department requirements for one or more of the hazardous operations, processes or storage listed above, and will be advised to contact the fire department for permits prior to occupancy. 05/22/2008 Date Signature below. A fire department permit may be required. ❑ Aerosol storage and/or retail display ❑ Combustible fiber storage or handling ❑ Combustible liquid storage or use ❑ Compressed gases storage or use ❑ Cryogenic fluid storage or use ❑ Explosives/blasting agent storage ❑ Gunpowder/primers storage or display ❑ Fiberglass operations ❑ Flammable liquid storage or use ❑ Hazardous material storage or use ❑ Motor vehicle repair operations ❑ Spray finishing/dip coating ❑ Welding/Cutting ❑ Woodworking [ ] This building is a speculation building without a tenant at this time. The owner will notify the tenant that there may be special fire department requirements for one or more of the hazardous operations, processes or storage listed above, and will be advised to contact the fire department for permits prior to occupancy. 05/22/2008 Date Signature Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B08-0945 Date: 5/22/2008 Location: 37 SPEEDWAY By: GLB Parcel Number: 040-310-006 Sub Type: Warehouse Owner Name: KNUDSEN AND SONS INC, Phone: (530) 899-5000 Description: WAREHOUSE 1548831, OFFICE 1907' The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 El E] Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District 1163 East 7th Street Chico CA 95946 - (530) V 1-3 06 Durham Unified School District, 4920'Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Q� ❑ Other: x 1-�C �iG�-f'1 `� J�( �� h ( "!!4 C -Ll Other: *When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is ect to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: Date: 5/22/2008 FILE BUTTE COUNTY FEE SUMMARY Printed: 5/22/2008 7 County Center Drive 2:01 pm Oroville, CA 95965 Permit Number: B08-0945 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Job Address: 37 SPEEDWAY Contractor: MODERN BUILDING INC P O BOX 772 CHICO, CA 95927 Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIFNRCUA CWIFNRCUAPWSF Industrial 1800-0-280-1011815 $270,376.07 CWIFNR Indstrl Warehouse CWIFNRSHRFF Indstrl Warehouse 1840-0-280-1011841 $4,022.34 CWIFNRGGVE Indstrl Warehouse 1810-0-280-101001 $23,435.45 CWIFNRGGF Indstrl Warehouse 1808-0-280-101001 $49,899.52 CWIFNRSHRFVE Indstrl Warehouse 1840-0-280-1011842 $7,819.27 CWIFNRSHERFJL (Jail) 090807 0010-440001-4617999-1010 $50.00 DBSMIP-Commercial 1800-0-280-1011811 $0.00 CWIFNRCUA Industrial 1001-0-280-1011298 $878.19 CWIFNRCUAFIREF Indstrl Warehou 1851-0-280-1011852 $27,949.95 CWIFNRCUAFIREVE Indstrl Wareho 1851-0-280-1011853 $54,260.56 DBEH Building Review Fee 0010-440001-4210500-10101 $7,584.70 5/22/2008 $7,584.70 0021-540013-4614901-10101 $78.90 5/22/2008 $78.90 DBFIRE Comm Alarm System Revie 0100-450001-4617237-10101 $189.40 5/22/2008 $189.40 DBFIRE Pln Ck Comm Lo/Med Hzrd 4589066.01 $79853.00 Printed By: Gwyn Benedict Balance Due: $450,213.01 At the time of per it application, I was advised the above fees are required prior to issuance of the permit. These es may ch nge during the plan checking process. Signature: Date: 5/22/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). 0100-450001-4617237-10101 $94.60 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 DBSMIP-Commercial 1001-0-280-1011298 $878.19 DB S2 Warehouse 08 DBF S2 WRHSE B Types Insp Fee 0010-440001-4210500-10101 $11,377.06 DBF S2 WRHSE B Types Plan Chk 0010-440001-4210500-10101 $7,584.70 5/22/2008 $7,584.70 4589066.01 $79853.00 Printed By: Gwyn Benedict Balance Due: $450,213.01 At the time of per it application, I was advised the above fees are required prior to issuance of the permit. These es may ch nge during the plan checking process. Signature: Date: 5/22/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0945 Location: 37 SPEEDWAY Parcel Number: 040-310-006 Owner Name: KNUDSEN AND SONS INC, Date: 5/22/2008 Phone: (530) 899-5000 Description: WAREHOUSE 154883', OFFICE 1907' Signature of Applicant: Date: 5/22/2008 � PP FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www, b utteco u nty. n etld ds PLAN CHANGE ❑ /"" RECHECK L' Owner's Name: 4A�W#: BP#:G _ Received By: Date: �� ' o�Time: %. �� .�6'✓1 Contact Person & Phone Number: Q(] ,p 1fl jPURPOSE OF PLAN CHANGE OR RECHECK 1R10jfj,#,0A 1 ❑ Response to Inspector's Correction Notice — InspectVr's Name: ;C,r 1-,n , wr ❑ Response to Plan Check Letter — Plans Examiner's Name:p���c,� *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is involved, the engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Call ❑ Deliver with Next Inspection ( for 8 %2 X 11 only) and hold for pick-up. Minimum plan change fee to be collected at time of submission, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $115.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 6/07 3 neck bu Tit COIINTY AUG 2 6 X38 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT )EVELOPMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE SERVICES (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS a _T SknuJA 1 ITV r c A.P. # (A3�3'1C) OCE D BLDG. PERMIT # FIRM NAME ADDRESS NATURE OF BUSIN CONTACT PERSON 1. Does your business or that of your tenants handle, store, or transport hazardous materials? NX 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 environment if released into 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 or pressure), of formulation containing hazardous material? NO X YES ( ) 0 If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO �< YES ( ) IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO �A YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative Date d' 4_10 BCEHD BCAQMD F-1❑ 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 Quality Management District. The above regulations DO NOT apply to this facility. BCEHD Signature Date BCAQMD Signature Date 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. •. ,. , � ' . _• , • _ � _. . '. , • _ t ," r ,.. , I BU'T'TE AUG 2 �R AGRI ELECTRIC 11011 MIDWAY • C1 -UCO, CALIFORNIA 95928 (530) 342-4203 • FAX (530) 342-5117 CA LIC #443455 • NV LIC #40373 August 12, 2008 Ron Peck Modern Building Company 3083 Southgate Lane Chico, CA 95928--- - RE: Plan check comments Building Permit Number: BP08-0945 (Smuckers Warehouse) Dear Ron: Pleased find below correction and/or comments regarding the above mentioned project: Planning Division -Plan Check Review, dated 7/31/08: Item No. 12 Correction: Changed panel schedule item description'to match drawing item description. IE: Panel circuits 30,32 and 34,36, changed from HP -1 & HP -2 to CU -1 & CU -2_ - Sheet E1, Delta Plan check 1. Dated 8/12/08 Item No. 14 ' No Change: The lighting controls as indicated are bi-level integrated motion manual control as required by Title 24. Note: Please refer to the electrical symbols for a full parts description. Sheet EO If you have any questions please don't hesitate to contact me. Regards, Matt Thorpe Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING July 31, 2008 Ron Peck .3083 Southgate Lane. Chico, CA 95928 Assessor Parcel Number: 940-310-006 Building Permit Number: �P08-0945 (Smuckers Warehouse) Thank you for submitting plans for your building project. The plans have been reviewed and comments are, listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. Fg�gNQyIENTS: Provide a complete site elan that shows all existing and proposed property lines. Special inspection is required in accordance with 2007 C.B.C, section 1704 for the high-strength bolts, field welds, bolts installed $'concrete and the high strength concrete. The special inspector must be approved by the Butte County Building Division. Please provide the name of the special inspector that you will employ. , Provide a completed apd signed Hazardous and Emissions Questionnaire form. loor plans for the offiq do not show the HVAC duct chase as noted on sheet M-1. Please revise the plans so they match. ` lJ 5. Provide a complete star framing plan and section cut that addresses stair requirements for step rise, tread, and guardrail heights. See section 1009 & section 1133B.4.4 for stair striping requirements for the visually .� . paired. Please show how the second floor walkway at the top of the stairs is framed and supported. 7 Provide a guardrail detail for the second floor walkway. 8. Provide required plumping fixtures per 2007 C.P.C, Table 4-1 including number of water closets, urinals, and lavatories. Provide ,calculations based on the occupant load as determined by the exiting requirements. Provide a complete pl�bing plan and one -line schematic for plumbing lines showing pipe sizes and A!P!eaCs1Few catis. eater heatingsystemforthe office and show location on the plans. vise e pans tpcearly show the locations of required draft curtains for the warehouse and high le storage areas as per the 2007 C.B.C, section 910 and Table 910.3. Specify the type of material used for e curtains in complianpe with section 910.3.5.1. The electrical panel sc�'Oule does not include breakers for the HVAC systems. Please revise electrical Slans and schedule. ection cut 2 on sheet �_7 shows insulation installed directly on top of the suspended ceiling in the interior office structure. This does not comply with the 2005 Title 24 Building Efficiency Standards Section 3.3.1, section 118(e), see exc' tion 118(e)3. The average ceiling height between the ceiling and the roof must be greater than 12 feet fon- to be allowed. Show bi-level light switching for rooms over 100 S.F. per the 2005 Title 24 Mandatory Measures. Please 0Pote this on the office eiectrical plans. rovide complete cont}uction drawings for the "tunnel electrical" tower shown on sheet E-2. Note the location where this str�4ure occurs on the plans and provide details and supporting structural calculations. Revise the plans to show required floor drains and trap primers for toilet rooms containing two or more water closets and show floors sloping towards the drains. Please specify on the pens the maximum effort to operate accessible interior and exterior doors shall not 10 exceed 5 -pounds of pressure per 2007 C.B.0 section 1133B.2.5 044 Provide note 5 as refere ced on detail 4/SD-1. 2 and 4 on sheet`- 2 reference sheet S-5 but sheet S-5 is not included in the plan set. Please clarify. Spe .,6 size of "cold-fgpned steel beam" that will support the landing at the top of the stairs to the interior ce and provide supporting calculations for this beam. Specify stair framing on the plans. 2 . lease clarify how the sgismic base shear was determined for the interior office. Specify design procedure sed and show calculafiQns. The "structural design asteria" on sheet T-1 of the plans specifies soil site class "C" but the Geotechnical Re by Holdrege anq Kull specifies soil site class "D". Please revise the soil site class and spectral sponse accelerations qnd verify the seismic design calculations were performed using the correct values. The seismic design calculations submitted for the interior office indicate a one story structure but the plans show a two story offico. Provide vertical distribution of seismic forces in accordance with ASCE 12.8.3. Detail 10/SD-1 shows at versalam beam and wood joists over the hardy frame and the concrete floor deck. /PP11,ese clarify how/whythe beam and joists will be installed with the concrete floor deck. This detail also ws 3/16" thick plat washers. Should these be .229" thick per 2007 C.B.C. 2305.3.11? ide anchor bolt design for the metal building in accordance with 2007 C.B.C. Section 1911 for owable Stress Design or 1912 and ACI 318-05 Appendix D for Strength Design. The reactions provided b e metal building n nufacturer are Ilowa�e Stress Design. Please prove a the load combinations considered if anchor bts are designed using the Strength Design method. 6. Please specify separatiop distance between the interior office structure and the metal building or specify attachment. Provide calculations verifying adequate separation distance and/or deformation compatibility in accordance with ASCE $ections 12.12.3 and 12.12.4. Detail 2 on sheet A7 indicates the structures may be attached but sheet S-3 p}dicates a separation distance of 6". Please clarify. J, The cover page of the 1,( tural calculations indicates the City of Chico is the "code enforcement" agency. Please revise to show Bette County Building Division. 28. Provide foundation design calculations for the 17' talllight pole footings shown on sheet EO of the plans. 29. Please submit two corrected sets of plans and calculations. If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Plans Examiner iepeterson(@buttecounly.net cc: Northstar Engineen*ng Philo Hunt, P.E. Plan Check Engineer phuntObuttecoun .net NorthStar ENGINEERING Civil Engineers • Surveyors Job #: 08-072 Date: August 27, 2008 Jim Peterson / Philo Hunt Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 Reply to Plan Check Comments dated July 31, 2008 for: Expansion for Smucker Quality Beverages Building Permit Number: B08-0945 APN: 040-310-006 BUTTE COUNTY AUG 2 8 2008 DEVELOP�NIENT SERVYCES This letter is in conjunction with any plan / calculation revisions are intended to address and / or clarify items in your plan review. Please note that the following item n,L nbers correlate with your comment numbers: UWe have included the civil design shee "C-#) f r reference in this submittal package. Special inspections will be provided by Applied Testier Company (ATC). Brad Forsythe is the contact at ATC and can be reached at 891-6625. The Hazardous and Emissions Questionnaire form will be provided by others. �! The duct chase has been added to the floor plan. Please see sheets A-3 and S-3 for additional information. Also refer to new details 13/SD-1 and 14/SD-1. PC he stairs will be a pre -manufactured unit and any framing plans will be provided as a deferred ubmittal by the manufacturer. A note has been added to the "Deferred Submittals" area on sheet T-1 ode required stair riser, tread and guardrail requirements are found in architectural notes A20-1 and A20-2 on sheet A-1. A reference to the specific sections has been included on the floor plan. Additionally, the length of stairs is dimensioned on the floor plan (Sheet A-3) and the story height is illustrated in the section (sheet A-7). Proposed riser and tread dimensions can be generated from those two sheets. Finally, a note has been added to the plans requiring stair striping per CBC section 1133B.4.4. 6. Sheet S-3 illustrates the office second floor framing. A note has been added to the plans to clarify that the beam is called out in the detail (7 on SD -1). The guardrail will be a pre -manufactured unit and any shop drawings / engineering will be provided as a deferred submittal by the manufacturer. The "Deferred Submittals" area on sheet T-1 has been revised to include the guardrail system. 8. Table 4-1 of the 2007 CPC states, "the occupant load and use of the building or space under' consideration shall first be established using the Occupant Load Factor Table A. Once the occupant load and uses are determined, the,requirements of section 412.0 and Table 4-1 shall be applied to determine the minimum number of plumbing fixtures required." Occupant Load Factor Table A shows Group "S" Warehouse with an occupant load factor of 5,000 and Group "B" factor of 200. The warehouse area is 154,861 and the office area is 1,326. Therefore using the occupant load factors the building has 38 total occupants. This number is split into 19 male and 19 female occupants per CPC Table 4-1 which states "The total occupant load shall be determined by minimum exiting 111 MISSION RANCH BLVD, STE 100 --._. .... _.._..... ............ ... I-- _... _........ -...... ... ..._.._.. CHICO. CALIFORNIA 95926 .... _..... -----....................... .............. _.................... _..... _._... __._. 530-893.1600 ._........... ............... ......... _................ __.._..__..._.._...._._ FAX -893-2113 WWW.NORTHSTARENG.COM • Project No.: 08-072 Expansion for Smucker Quality Beverages 8/27/2008 Plan Check Response requirements. The minimum number of fixtures shall be calculated at fifty (50) percent male and fifty (50) percent female based on the total occupant load." Note that Sheet A-3 of the plans shows the calculations for the plumbing occupant load as shown under "Plumbing Occupancy'. Table 4-1 of the 2007 CPC, under "Industrial warehouses, workshops, foundries, and similar establishments — for employee use" requires (2) water closets for a maximum of 25 male and 25 female occupants. This section also requires (2) lavatories for a maximum of 20 male and 20 female occupants. Note that we have provided (2) lavatories and (2) water closets both in the men's and women's restrooms. We should point out that the header notes for Table 4-1 may have been worded more clearly. If it were assumed that the paragraph quoted above that states "The total occupant load shall be determined by minimum exiting requirements." refers to Table 1004.1.1 of the 2007 CBC, this would directly conflict with the note stating "The occupant load ... shall first be established using the Occupant Load Factor Table A." On sheet T-1 of the plans we calculate a total of 33 total occupants based upon Table 1004.1.1 of the 2007 CBC. This would require (8) water closets in both the men's and women's restroom. Smuckers anticipates an actual occupancy of approximately 25 employees total for this facility. With 8 waterclosets in each restroom that would be more than one water closet for every two employees. This seems a bit unreasonable. We feel that the codes intention is to use Table A of the CPC for the occupancy load. To be provided by others. To be provided on the plumbing plans by others. 11. raft curtains are not required for this project. Under Table 2306.2 of the 2007 California Fire Code for Commodity Class I-IV with an area between 20,001-500,000 square fed it requires automatic fire sprinklers, building access per section 2306.6 and smoke / heat removal but specifically excludes the requirement of draft curtains and a fire detection system. %To be provided by others. The reflected ceiling plan has been revised to show a suspended hard -lid. Gypsum board is installed directly to the bottom of the track permanently as it would be attached to joists (there are no removable tiles). This type of system is specifically noted as acceptable in the last sentence of the second paragraph in section 3.3.1 - 118(e) of the California Energy Code. To be provided by others. The conveyor structure is a deferred submittal item. Complete plans and calculations will be submitted for approval. See sheet C-1 (Dimensional Control Plan) for approximate location and layout. Floor drains with a note to slope the floors to drain have been added to the plans. Please see revisions on sheet A-3 and plumbing plans. IYA note has been added to the door schedules. See sheets A-2 and A-3. The reference to note 5 on detail 4 of sheet SDA has been removed. �he notes on sheet S-2 have been revised with correct references. �O/ The typical cold -formed steel header / beam is illustrated in detail 7 on sheet SD -1. This shows a cold - formed box beam using two 6005200-68 joist sections and two 60OT200-68 track sections. Per the span tables of ICC report ER4943P this header has an allowable uniform load of 3642 plf for a 4 foot span (not including the additional capacity of the track sections). The allowable web crippling for a single joist/track section for 3.5" bearing (worst case) is 948 lbs. This translates to a capacity of 3,792 NORTHSTAR ENGINEERING Page 2 of 3 • Project No.: 08-072 Expansion for Smucker Quality Beverages 8/27/2008 Plan Check Response lbs at each support without web stiffeners. The reaction at each support is (15.58'/ 2 + 5'/ 2) " (4'/ 2) " (58psf + 100psf) = 3,252 lbs. Therefore the beam is sufficient. A note has been added to the framing plan on sheet 8-3 to help clarify this. See note 5 above for i formation regarding stair framing. Refer to new calculation pages for base shear calculation of interior office. 22. Refer to revised Sheet T-1 referring to Site Class "D" for the soil type. Also refer to new calculation P 4es for soil site class used for base shear. 3. The second floor walls extend all the way to fhe roof with a sheetrock ceiling suspended from the metal building roof. The second floor walls are non -load bearing partitions that are braced both at the top and bottom (pre -manufactured metal building at top.and first floor lateral system at bottom). As far as the structural analysis goes, the building is essentially a mezzanine with non -load bearing walls above. This is especially true when we consider that the ceiling is not a traditional diaphragm. Please note that the dead loads from the upper walls are considered in the structural analysis. The note referring to a Versalam on detail 10 of sheet SD -1 has been removed. The YxYx3/16" was changed to be 1/4" thick, however section 2305.3.11 is referring to plate washers at wood sill plates. The 3/16" washer is for the anchor bolt double nut assembly and not for a sill plate. Hardy Frame p els are steel and have "plate washers" that are built into the corners of the panels. �. An anchor bolt design has been included with the new submittal package. Please see the structural 9 P 9 calculations for additional information. Also refer to revised detail 4/SD-2 for increased embedment depth of anchor bolts at specific grid locations. 26. Refer to new calculation pages for separation distance calculation. The separation distance is currently shown on the plans from the metal building column and walls to the walls of the office structure with the exception of the window wells, which in our opinion does not pose a structural hazard. Refer to revised calculation cover page showing County of Butte Building Department as the code enforcement agency. 28. Refer to new detail 11/SD-2 for light pole foundation. Also refer to new calculation pages for light pole embedment calculation. 29. Please see the revised submittal set. If you have any questions or need further clarification, feel free to call me at (530) 893-1600. Regards Michael Main, PE Building Design Department NorthStar Engineering Cc: Ron Peck, Modern Building NORTHSTAR ENGINEERING Page 3 of 3 OKO NUCONS`1 EELTM TeclulI 1'la mid: . Structural Stud (S) Section Properties Member Designation Design `Illidail s Crass Seaton Properties Effective Pmperties, Fy 33 ksi � = Effwtive Prol,erties, F.501u;i Torsional Properties Area Weight Ixx Sxx Rx lyy Ry lxx S- M. Va a Lx Sxx Ma Va g J"m Cw Xo Ro (I n) (in) oh(rt) (m) (n) (in) (in') 6n) (m') (n) (in -k) (lb) (in) (m') (n) (in -k) (lb) (ill) (m') (m� (m) (m) SI62-33 0.03-+6 0.258 0.88 0:508 0.200 1.404 0.008 0.61'. 0.508 0.270 5.50 10+6 1.770 0.1(43 (1373 -1:3.51 2.0+-+ 0.563 OS162-43 0.0451 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.372 8.08 1777 1.755 0.227 0.345 -1.339 2.031 0.56.5 ' S162-54 0.0566 0.415 1.41 0.804 0.460 1.392 0.152 0.6(16 0.804 0.460 10.20 2403 1.731) 0.804 0.447 13.37 3446 1.773 0.443 0.418 -1.331 2.019 0:566 OS162-68 0.0713 0.515 1.75 0.985 0.563 1.383 0.184 0:507 0.985 0.563 12.83 2959 1-730 0.985 0.557 18.89 4483 1.738 0.872 0.503 -1.321 2.004 0S65 U2SI62-33 0.03+6 0.262 0.80 0:551 0.30+ 1.+50 01196 0.616 0:551 0.292 5.77 1030 1.8+3 0.10:5 0:263 -1.335 2.065 0.5&2 3(91810'2-+3 0.0+51 (1.3+(1 1.16 0.710 0.:391 1.++S 0:1'2'. 0.611 0.710 0.:380 8.46 1777 1.818 0.230 (1.371 -1:3'23 2.052 0.555 3615162-5+ 0.0566 0.+1'1 1.4+ 0.87.3 0.+81 1.+38 0.15+ 0.60+ 0.8':3 0.+81 100) 2+97 1.812 0.873 0.+68 1+00 34+6 1.836 0.+SI 0.++0 -1:31+ 2.0+0 0.585 3WSIW-68 0,0713 0.52+ 1.73 1.066 0:500 1.429 0.186 0.506 IAO 0:560 13.++ 3076 1.812 1.066 05M 10.8(1 +6(il 1.820 0.&17 (1:5+0 -1305 2.02+ 0.555 3o2S2(K1-:33 6.0:3+6 0.267 LOl ().648 0.:358 I. -r8 0.17 0.772 0.19+3 0.318 0920 IU3q 1.868 0.118 0.7571 -1170 2.+:32 0.470 36254(x)-+3 O.U+:51 0.335 1.:31 0.8;36 0.+61 I.+'.+ 0:22'. 0.76' 6.9-36 0.+45 8.85 17'. 1.8:34 0.261 0.726 -1.'-:58 2.+10 (1.+72 3(i232(K1-5+ OAZ66 0.47.0 1.093 1.(03(1 0568 1.+6'. 0.27 0.761 LIC130 0.568 12.36 2+0' 1.812 1.(03(1 0.500 15.25 3446 1.88 0.511 0.88+ -1.'.50 2.407 0.+71 362S'2(K)-68 0.0'.13 0.505 2.02 1:265 0.69E 1.+558 0337. 0.753 1.265 0.668 15.5+ 3076 1.812 1:265 -0.6'.3 22.3+ +661 1.8+1 ISM 1.070 -1.7.41 3311:3 0.+70 0SI62-33 0.0346 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.332 6.57 936 22-033 0.110 0.358 -1.288 2.133 0.635 4QQS162f 0.0451 0.357 1.21 0.892 0.446 1.581 0.131 0.606 0.892 0.443 9.63 1777 2016 0.242 0.453 -1.276 2.121 0.638 S162-54 0.0566 0.443 1.51 1.098 0.549 1.574 0.159 0.6(X1 1.098 0.549 12.18 2777 2.(x)0 1.098 0.533 15.96 3446 2A26 0.473 0.550 .1.268 2.108 0.633 0SI62-68 0.0713 0.550 1.87 1.346 0.673 1.564 0.192 0S01 1.346 0.673 15.34 3429 2.0(X1 1.346 0.666 22.60 5196 2.(100 0.933 0.663 -1.258 2.092 0.630 40082(0-33 0.0346 0.310 1115 0.812 0.4(16 1.610 0.183 0'60 O.L'(15 0.362 7.16 x14, 2011 0.12+ (1.680 .1:715 2.+81 0.522 9 )S2(0-+:3 0.0+.51 0.402 1.37 1.04'. 0.524 1.615 0.3:35 0'6+ LN' 0.500 10.66 177' 2.023 0.272 (1.8'.6 .1.7(1:3 •1.+(x1 0.524' K!S200-5+ 0.0566 0.500 I.70 1:192 0.6+6 I.6UB 0.28' 0.753 1.202. 0.6+6 14.00 Q71 2.0(K) 1:292 0580 1':36 :3++6 2.01 0S3+ 1.068 -1.605 2.+50 (1.52+ 5200-68 0.0713 0.622 2.12 1.580 0.705 1:500 0.3+0 0.750 1:580 0.70:3 17.(x1 3+20 2.000 1.580 0.706 25.+1 5106 2.035 1.05+ 1.205 -1.686 2.++l 0.523 0S162-33 0.0346 0.327 1.11 1.458 0.530 2.112 0.113 0:530 1.458 0.512 10.11 670 2.7t' 0.130 0.704 -1.134 2.468 0.780 55OS162-43 0.0451 0.424 1.44 1.883 0.685 2.107 0.145 0.58+ 1.883 0.681 14.79 1487 2..,' 0.288 0.894 .1.123 2.458 0.'01 0S162-54 0.0566 0.528 1.80 2.324_.0.845:_2.098 0.176 11.577. 2.324 0.845 18.76 2799 2.750 2.324 0.821 24.59 2967 2.752 0.564 1.088 .1.114 2.445 0.792 OS162-68 0.0713 0.657 2.24 2.861 1.040 2.086 0.212 0568 2.861 1.040 23.72 4442 2.'.50 2.861 1.031 34.94 5468 2.161 1.114 1.316 -1.103 2.427 0.703 6(X!S162-33 0-03+6 0.344 1.1' 1.703 0:508 2352 0.110 0.581 1.10-3 0.577 11.+1 613 3.(030 0.1:3' 0.551 .1.001 2.595 0.`13 ,(x18162-+3 0.(1+.51 0.++' lag 2.316 0.772 2.276 0.18 0.51.6 2.316 0.76'. 16.68 I MA :9.01`1' (1:3(03 I SK2 -1.081 2.585 0.5_'5 0IS162-5+ 0.0566 0:556 1.80 2.36(1 0.05:3 236'. 0.180 0:57.0 2.I10 00:5:3 21.17. 27,08 :3.1NK1 2.200 0.92." 2"6 2708 3.1.034 0.50+ 1:318 -1.0'2 2..'372 0.26 6(K)SI62-68 0.0'1:3 0.60:3 2.:36 3.:925 1.1':5 2.2:x5 0.218 0:500 :3:525 1.17.5 26.70 +++2 3.0(1(1 3.52:5 1.16+ 30.+6 5468 3.011 1.17+ LaQo .1.061 2:5:54 0.528 6(08101A' U.IUI'. 0.000 :3.20 +10' 1.501 2:220 0:283 0.5+I +.7IS00 :38.:37 7372 :3.0NI +70' 1500 56.:.3 11124 UKKI 3.320 2.00:3 -1.0:30 2.518 11.830 60OS200-33 0.0346 0.379 1.29 2.075 0.692 2.340 0.209 0.'.43 2.059 0.617 12.20 612 3.135 0.151 1.577 -1.479 2.866 (1.7.3+ 60OS200-43 0.0451 0.492 1.67 2.683 0.894 2.335 0.268 0730 2.683 0.873 17.24 1358 3.028 0.334 2.012 -1.468 2.855 0.736 6005200-54 0.0566 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.106 24.07 2708 3.(KKI 3.319 1.002 30.01 2708 3.11' 0.655 2.461 -1.459 2.842 0.737 00-68 0.0713 0.764 2.60 4.101 1.367 2.316 0.400 0.7.23 4.101 1.367 30.42 4442 3.(KKI 4.101 1.317 43.71 5468 :3.(W 1.295 2.997 -1.448 2.826 0.73'. OS200-97 0.1017 1.067 3.63 5.612 1.871 2.293 0.530 0.'05 5.612 1.871 43.49 7372 :3.(KK1 5.612 1.871 64.53 11124 3.(NK) 3.679 3.981 -1.427 2.791 0'30 60(15250-+3 0.0+51 0.537 1.83 :3.(02 lA27 2.306 0.458 0.923 3.082 O.018µ 18.1+ 1358 3.134 0.:3)+ 3.37) -1.808 3.103 0.6+'. 1052:50-.5+ 0.0560 0.670 2.38 3.810 1:273 2.:388 0.502 0.01' 3.810 1.150 22.90 7270E :3.115 3.76(1 LOW :32.(Kl 2708 3.207 0.7.15 +.I+6 -1.889 3.180 0.e+' 60(!S' .30-63 0.0'.13 0.836 2.84 4.'.2'. 1.:5'6 2.378 0.688 0.008 +.72' 1:522 30.08 4++'2 3.4+5 +.72' 1.:342 40.10 .5+68 :3.101 1.416 5.07.1 -1.8'.8 :3.16+ O.W. ,0115150.0' 0.1017 1.160 3.98 6.4% 2:165 2.357 0.923 0,380 6.406 2.160 +13.80 73.72 3.0(13 6.496 2.063 60.38 1112+ 3.(1(91 4.030 6.703 -1.55' 3.130 0.6+3 Notes: See page 9 fund 10 II OIllF11'P�,� •� Il 11 -3- BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 37 SPEEDWAY AVE Owner: Permit No: B08-1360 APN: 040-310-006 KNUDSEN AND SONS INC Issued Date: 10/09/2008 By TMP Permit type: MISCELLANEOUS . P O BOX 369 Subtype: Fire Suppression CHICO, CA 95927 Expiration Date: 10/09/2009 Description: FIRE SPRINKLERS (FOR B08-0945) (530) 899-5000 Occupancy: Zoning: M1 Contractor Applicant: Square Footage: CEN -CAL FIRE SYSTEMS INC CEN -CAL FIRE SYSTEMS IN( Building Garage RemdUAddn 1615 S STOCKTON ST 1615 S STOCKTON ST LODI, CA 95240 LODI, CA 95240 Other Porch/Patio Total (209) 933-9119 (209) 933-9119 FEE INFORMATION DBOMSC Fire Protection Enginee $594.90 Total Charged: $594.90 Fees Paid: $594.90 Balance Due: $0.00 Receipt No: B7993 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License CEN -CAL FIRE SYSTEMS INC 488547 / C16 / 03/31/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (con tion 70 ) of D' ision 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) fulL is in ul and effect. of Division 3 of the Business and Professions Code or that he or she is exempt ] t therefrom and the P basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects 10/09/2008 the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: f s SigMature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION _ -- OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: ZENITH Policy Number Z049546104 Exp, Date:03/3112009 Contractor's License Law.). (This section need not be completed if the permit is oror one Ilars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: 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 Workers' Compensal s of California, and agree that if I should become subject to the workers' X 10/09/2008 compens o ions of Secti 3700 of th Labor Code, I shall forthwith comply with those Owner's Signature Date Prov X 10/09/2008 I hereby certify that I have read this application and stale that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signa Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this ermit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occu of an sidewalk, set, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Coun ter the above mention prop oraction purposes. I hereby certify that I am the pro rty er authorize to to e r art nefsbehalf. 10/09/2008 CONSTRUCTION LENDING AGENCY -- - - I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for N e ermitt [SI riot Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. E]Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip 0 BUTTE COUNTY DEPARTMENT'OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o = o A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds COV ih PLEASE PRINT CLEARLY i "When filed, this application and all supporting material becomes subject to the California Public Records Act. All pu related to this application is subject to public inspection and will be posted on the County's website for electronic access. PERMIT NO. • BIN # PROJECT LOCATION Al 0+f)_2,10_00& ,,11 Property Address 3 SPE w A ✓E City I(A . WORKER'S COMPENSATION Policy Number Vv '- I Z L( 2-7 C) S o I Carrier a QA0 e -E CO . a( t,1.., r - if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. OVEAL grAn EtAE- Af14: R f ROTEC (UJ (IJ, AJE LA/ Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: OWNER INFORMATION Lst Name I v iavCA" First Name F1 Mailing Address &7 5 P E h ✓d City 0 zip S Vo State CA Zip Z Phone 5,30 — _ SO Fax E-mail Class PERMIT NO. • BIN # PROJECT LOCATION Al 0+f)_2,10_00& ,,11 Property Address 3 SPE w A ✓E City I(A . WORKER'S COMPENSATION Policy Number Vv '- I Z L( 2-7 C) S o I Carrier a QA0 e -E CO . a( t,1.., r - if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. OVEAL grAn EtAE- Af14: R f ROTEC (UJ (IJ, AJE LA/ Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: CONTRACTOR Name JJ ie CQ Address ( N y q1 City L State eA zip S Vo Phone0 S Fax . E-mail Gyri i L�Irtc. �r.0 . f ate. Lic. #4 i W S4? Class PERMIT NO. • BIN # PROJECT LOCATION Al 0+f)_2,10_00& ,,11 Property Address 3 SPE w A ✓E City I(A . WORKER'S COMPENSATION Policy Number Vv '- I Z L( 2-7 C) S o I Carrier a QA0 e -E CO . a( t,1.., r - if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. OVEAL grAn EtAE- Af14: R f ROTEC (UJ (IJ, AJE LA/ Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name G JJ ie CQ Address ' City Zip State Zip Phone E-mail Fax E-mail State License Number PERMIT NO. • BIN # PROJECT LOCATION Al 0+f)_2,10_00& ,,11 Property Address 3 SPE w A ✓E City I(A . WORKER'S COMPENSATION Policy Number Vv '- I Z L( 2-7 C) S o I Carrier a QA0 e -E CO . a( t,1.., r - if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. OVEAL grAn EtAE- Af14: R f ROTEC (UJ (IJ, AJE LA/ Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name Address No City State Zip Phone Fax E-mail PERMIT NO. • BIN # PROJECT LOCATION Al 0+f)_2,10_00& ,,11 Property Address 3 SPE w A ✓E City I(A . WORKER'S COMPENSATION Policy Number Vv '- I Z L( 2-7 C) S o I Carrier a QA0 e -E CO . a( t,1.., r - if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. OVEAL grAn EtAE- Af14: R f ROTEC (UJ (IJ, AJE LA/ Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: SRA Zoning Flood ZonH�voeConst. Yes No Occ. L t Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B08-1360 Date: 07/16/2008 Location: 37 SPEEDWAY AVE By: KCG Parcel Number: 040-310-006 Sub Type: Fire Suppression Owner Name: KNUDSEN AND SONS INC Phone: (530) 899-5000 Description: FIRE SPRINKLERS (FOR B08-0945) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS 13 ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 n City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ri Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER F] ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 NV F1 Other:4)� 'p 1 ' —P a Other: *"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. i Signature of Applicant:41),Date: 07/16/2008 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY* Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1360 Location: 37 SPEEDWAY AVE Parcel Number: 040-310-006 Owner Name: KNUDSEN AND SONS INC Date: 07/16/2008 Phone: (530) 899-5000 Description: FIRE SPRINKLERS (FOR B08-0945) (�*Signature of Applicant: Date: 07/16/2008 FILE 11780 N. HWY. 99 LODI, CA. 95240 P.O. BOX 1284 LODI, CA. 95241-1284 OFFICE: (209) 334-9119 FAX: (209) 334-2923 EMAIL: sprkocen-calfire.com CA LIC NO 488547 NV LIC NO 35006 TRANSMITTAL •Commercial •Industrial •Residential •Design •Installation *Service Date: July 15, 2008 To: Butte County — Building Division 7 County Center Drive Oroville, Ca. 95965 Phone: 530-538-7541 Fax: 530-538-2140 Attention: Plan Reviewer From: Christian Weisz We Are Sending You: ® Shop Drawings ❑ Details ❑ Copy of Letter Job Number: 08113 Project: Smuckers — Distribution Center 37 Speedway Ave. Chico, Ca. 95928 Phone: Fax: Permit Number: ® Seismic Load Calculations ® Seismic Load Calculations ❑ Material Submittal Copies Date No. Description 4 7/15/08 FP-1—FP-5 Fire Sprinkler Drawings 4 7/15/08 Set Seismic Load Calculations 4 7/15/08 Set of 3 Hydraulic Calculations APN 040-310-006 Remarks: Included is the Fire Sprinkler Drawings and calculations for the Smuckers — Distribution Center. If you should have any questions or require any further information, please don't hesitate to contact our office. Thank Yo , CC: Chris is Weisz ACaR-D CERTIFICATE OF UABILITY INSURANCE CENCA-OFID DAT03/27/0 ) PRODUCER InterWest Insurance Services THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ATID CONFERS NO RIGHTS UPON THE CERTIFICATE Capitol Division HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 255188 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CA 95865-5188 LIMITS n7ento 916-488-3100 Fax: 916-979-7992 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Lexington Insurance Company 19437 INSURER B: Peerless Insurance Company 24198 INSURER C: Insurance Co. of the West 27847 Cen-Cal Fire Systems Inc. P. 0. Box 1284 Lodi CA 95241 INSURER D: National Union Fire Insurance 32298 INSURER E: 41LX0003899453 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN A DL'POLICY LTR )NSRf] TYPE OF INSURANCE NUMBER POLICY EFFECTIVE DATE (MM/DDIYY) POLICY EXPIRATION I DATE MM/DD/YY) LIMITS GENERAL LIABILITY ( I EACH OCCURRENCE $1,000,000 PREMISES(Eaoccurence) S 100,000 A X COMMERCIAL GENERAL LIABILITY MADE F--_1 OCCUR 41LX0003899453 03/31/08 03/31/09 MED EXP (Any one person) I $ Excluded TCLAIMS PDXDed. 5,000 PERSONALBADVINJURY $1,000,000 rors'& Omission GENERAL AGGREGATE $2,000,000 41LX0003899453 03/31/08 03/31/09 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY h I PEO LOC PRODUCTS - COMP/OP AGG $ 2 , O O O , O O O B I AUTOMOBILE X LIABILITY ANY AUTO CBP9582003 03/31/08 03/31/09 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY S (Per person) X X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY I AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ D EXCESS/UMBRELLA LIABILITY X I OCCUR El CLAIMS MADE BE6359389 03/31/08 03/31/09 EACH OCCURRENCE $ 5,000,000 AGGREGATE $5,000,000 $ DEDUCTIBLE $ X RETENTION $10,000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WSA216270501 03 31 08� C3 / / / 31 / 0 9 1 1� 'TORWL;Y LIMITS I IAIU- ER I ' E.L. EACH ACCIDENT I S 1 , 000 , 0OO I E.L. DISEASE - EA EMPLOYEE $ 1 , 000 , 000 I E.L. DISEASE - POLICY LIMIT 1 $ 1, OOO , 000 OTHER B (Equipment Floater CBP9582003 03/31/081 03/31/09 Rntd/Lsd $100,000 Special ACV I Did $BOG DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Proof .of Insurance *10 day notice applies IF cancelled for non-payment cf premium. CERTIFICATE HOLDER CA;dCEL LA SAIv10 000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN ® NOTICE TO'THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL SA1�LE ONLY IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ^-- _v t�vv iivo; (V AL;UrZU :;UKPOPATION 1088 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www. buftecounty.net/dds PLAN CHANGE ❑ ]RECHECK Owner's Name: (V C V-IE�lt S AP#: 6C)FD I S BP#: �_ ©aq 5 Received By: Date: 0 2 O-6 Time: 1 1, 1 0 Contact Person & Phone Number: r_0 N IMINW� d9 5 —L600 PURPOSE, QF PLAN CHANE Old, RECHECK ❑ Response to Inspector's Correction Notice — Inspector's Name: Response to Plan Check Letter — Plans Examiner's Name: p K(cC�l H -,j N T_ *Submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Mail to ❑ Call ❑ Deliver with Next Inspection ( for 8 1/2X 11 only) and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $118.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 2/08 4 . . 6 A -• s� , ,�Q� LEGEND i EXISTING PARCEL LINE TO REMAIN • — • — PROPOSED PARCEL LINE CREATED BY LOT LINE ADJUSTMENT h }�,------- EXISTING PARCEL UNE ELIMINATED BY LOT LINE ADJUSTMENT PARCEL LINE ELIMINATED BY `uri CERTIFICATE OF MERGER RSN 2006-0066037 RECORD DATA PER (R) RECORD OF SURVEY PER BOOK 124 MAPS, PAGE 88 N A P N 040-3510-030 3 95 AC -- uj 0 NOTE ,57,) E ��� Q THESE PLATS DO NOT CONSTITUTE A 2g-,28 , � LEGAL DESCRIPTION OF THE LOTS OR 720.18" �� PARCELS DEPICTED AND DO NOT SHOW S 0 / PARCEL I ALL EASEMENTS OF RECORD ON R v _ 23.68 AC. AFFECTING SAID LOTS OR PARCELS W W u a v ca ii a 13UTTI; ' :vN - CP)^ O � ` CO-,'jNT)' Zo N N N in JUN 1 1240'8 n /� v z T P N O''1Il- ,!0-00 O ir. ELi; L�!'riI� IV E 20 01 AC o SERVICES N EXHIBIT "C" � S 22'52'47" E '693.64'` � � `� LOT LINE ADJUSTMENT 08-0005 N � W to M S 22703'11" W Q for -Q_ 32.49' W SMUCKER QUALITY BEVERAGES, INC. W `i to o PARCEL 2 Lo- A PORTION OF THE EAST ONE-HALF OF o Z v 8.57AC. THE NORTHEAST ONE-QUARTER OF SECTION 1, cc 60 � TOWNSHIP 21 NORTH, RANGE 1 EAST AND N A PORTION OF THE WEST ONE-HALF OF z THE NORTHWEST ONE-QUARTER OF SECTION 6, Z f TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.B.&M. S 28'29'10" E (R) 677.95' (R) BUTTE COUNTY, CALIFORNIA MIDWAY ��1 RAR ROLLS ANDERSON & ROLLS CIVIL ENGINEERS 116 YELLOWSTONE DRIVE • CHICO, CALIFORNIA 95973-5811 TELEPHONE 530-695-1422 JUNE, 2008 08067 SHEET 2 OF 3 0 CHICO SMUCKERS EXPANSION PRELIMINARY STORM DRAIN ANALYSIS Prepared by NorthStar Engineering . May 20, 2008 jjUTT . COUNTY V191 2 ' 2008 Prepared by or under the supervision of: Neil A. Graber, PE ikAwbiRY RCE 45194❑ t IV r SITE DESCRIPTION: The proposed project is located at 37 Speedway Ave. An expansion to the adjacent existing Smuckers facility is proposed on the 12 acre lot. The existing parcel is vacant. There is little slope to the property, about 1% to the southwest. The parcel is bounded by the existing Smuckers building to the east, Speedway Ave to the south, an industrial facility to the north and the Midway to the west. There is no existing storm drain system in the area. All of the onsite runoff is proposed to be collected into various retention ponds proposed around the site. Offsite water along Speedway Ave. will be collected in a proposed infiltration trench. CALCULATIONS To determine peak flows and storage requirements, NorthStar Engineering staff used the Rational Method. Rainfall intensity was found by utilizing Butte County Standard D-3 for the City of Chico. An Excel spreadsheet was created to size the retention ponds and the infiltration trench. AutoCAD channel calculator was used to calculate the size of the swales. CONCLUSIONS The runoff from the site will be collected in one of the 4 proposed retention ponds. The calculations show that the proposed retention ponds will capture all of the runoff from a 100 year storm event. The design requirements for the retention ponds are summarized in the table below. Notice that Pond B and Pond C are connected with a storm drain pipe and water can flow between the two. The offsite runoff along Speedway Ave (Tributary Area E) will be collected into an infiltration trench that measures 3' deep by 6' wide by 220' long. The trench will have a 24" perforated pipe run through the entire length. The required storage of the proposed trench is 1,685 cf while the available storage in the trench is 1,781 cf. Corresponding Tributary Depth Required Storage Provided "C" Value Area (so (ft) Storage (co (cf) Pond A 0.58 112,617 1 5,691 7,341 Ponds B 0.82 115,452 1 4,485 8,729 Pond C 0.61 102,095 1 Pond D 0.75 100,143 1 9,591 12,659 The offsite runoff along Speedway Ave (Tributary Area E) will be collected into an infiltration trench that measures 3' deep by 6' wide by 220' long. The trench will have a 24" perforated pipe run through the entire length. The required storage of the proposed trench is 1,685 cf while the available storage in the trench is 1,781 cf. "C" Value Calculations Note: All areas computed in AutoCAD Undeveloped/Landscape "C" County of Butte Standard D-5 Area (Acres) Condition (Open Land areas) Roof Surfaces Average slope is 0-5% 0.06 Shallow soils- Clay loam 0.12 Sparse - 10% covered 0.15 Continuous smooth soil 0.10 C Value = 0.43 i i POST -CONSTRUCTION RUNOFF (TRIBUTARY AREA A) Surface Type "C" Area SF Area (Acres) C*A Roof Surfaces 0.95 24,708 0.57 0.54 AC / Concrete 0.90 8,771 0.20 0.18 Open Land areas 0.43 79,138 1.82 0.78 Totals =r_ -058--1 2.59 1.50 POST -CONSTRUCTION RUNOFF (TRIBUTARY AREA B) Surface Type "C" Area SF Area (Acres) C`A Roof Surfaces 0.95 42,916 0.99 0.94 AC / Concrete 0.90 48,893 1.12 1.01 Open Land areas 0.43 23,643 0.54 0.23 Totals = 0.82 2.65 2.18 POST -CONSTRUCTION RUNOFF (TRIBUTARY AREA C) Surface Type "C" Area SF Area (Acres) C`A Roof Surfaces 0.95 24,721 0.57 0.54 AC / Concrete 0.90 12,010 0.28 0.25 Open Land areas 0.43 65,364 1.50 0.65 Totals = 0.61 2.34 1.43 POST -CONSTRUCTION RUNOFF (TRIBUTARY AREA D) Surface Type "C" Area SF Area (Acres) C"A Roof Surfaces 0.95 85,872 1.97 1.87 AC / Concrete 0.90 34,061 0.78 0.70 Open Land areas 0.43 71,930 1.65 0.71 Totals = 0.75 4.40 3.29 POST -CONSTRUCTION RUNOFF (TRIBUTARY AREA E) Surface Type "C" Area SF Area (Acres) C"A Roof Surfaces 0.95 0 0.00 0.00 AC / Concrete 0.90 12,925 0.30 0.27 Open Land areas 0.43 6,718 0.15 0.07 Totals = 0.74 0.45 0.33 SWALE ALONG SPEEDWAY AVE Given Input Data: Shape............................ Solving for ..................... Flowrate ........................ slope ........................ Manning's n ..................... Height ..................... Bottom width .................... Left slope ...................... Right slope ..................... computed Results: Deth ........................... velocity ........................ Full Flowrate ................... Flow area ....................... Flow perimeter .................. Hydraulic radius ................ Top width ....................... Area............................ Perimeter .................... Percent full .................... Trapezoidal Depth of Flow 4.5000 cfs 0.0030 ft/ft 0.0200 12.0000 in 24:0000 in 0.2000 ft/ft (V/H) 0.2000 ft/ft (V/H) 6.1597 in 1.9198 fps 19.6722 cfs 2-.3441 ft2 86.8170 in 3.8880 in 85.5971 in 7.0000 ft2 146.3765 in 51.3309 PRELIMINARY POND CALCULATIONS POND "A" STORM: 100 -YEAR PROJECT: SMUCKERS DATE: 5/20/2008 30 =PERC RATE IN MIN./INCH 4.63E-05 =PERC RATE IN C.F.S./SQ.FT. 65317.86 =C*A IN SQ FT POND "A" 440 BASE PERIMETER 7341 BASE AREA 1 =DEPTH OF POND 1.00 =NUMBER OF PONDS 7561.00 =AREA AVAILABLE FOR PERCOLATION 7341 =STORM WATER STORAGE AVAILABLE Tc I100 Q IN Q OUT Q NET TIME STORAGE MIN. IN/HR C.F.S. C.F.S. C.F.S. SEC. REQD. CU. FT. 10 2.52 3.8102 0.3500 3.4602 600 2076 20 1.79 2.7065 0.3500 2.3564 1200 2828 30 1.38 2.0865 0.3500 1.7365 1800 3126 40 1.24 1.8749 0.3500 1.5248 2400 3660 50 1.11 1.6783 0.3500 1.3283 3000 3985 60 0.97 1.4666 0.3500 1.1166 3600 4020 120 0.69 1.0433 0.3500 0.6932 7200 4991 180 0.58 0.8770 0.3500 0.5269 10800 5691 720 0.30 0.4536 0.3500 0.1035 43200 4473 1440 0.21 0.3175 0.3500 -0.0325 86400 -2810 NOTE: The surface area and volume calculation for the pond assumes a completely vertical side slope which allows for conservative design. The area available for percolation out of the pond is assumed to be one-half of the surface area of the pond sidewall, and endwall plus the pond bottom. PRELIMINARY POND CALCULATIONS PONDS "B" AND "C" STORM: 100 -YEAR PROJECT: SMUCKERS DATE: 5/20/2008 30 =PERC RATE IN MIN./INCH 4.63E-05 =PERC RATE IN C.F.S./SQ.FT. 62277.95 =C*A IN SQ FT POND "B" 356 BASE PERIMETER 1.00 =NUMBER OF PONDS 3974 BASE AREA 4152.00 =AREA AVAILABLE FOR PERCOLATION 1 =DEPTH OF POND 3974 =STORM WATER STORAGE AVAILABLE POND "C" 368 BASE PERIMETER 1.00 =NUMBER OF PONDS 4755 BASE AREA 4939.00 =AREA AVAILABLE FOR PERCOLATION 1 =DEPTH OF POND 4755 =STORM WATER STORAGE AVAILABLE 9091 = TOTAL AREA AVAILABLE FOR PERCOLATION FROM BOTH PONDS F---8729]= TOTAL STORM WATER STORAGE AVAILABLE IN BOTH PONDS Tc I100 Q IN Q OUT Q NET TIME STORAGE MIN. IN/HR C.F.S. C.F.S. C.F.S. SEC. REQD. CU. FT. 10 2.52 3.6329 0.4209 3.2120 600 1927 20 1.79 2.5805 0.4209 2.1596 1200 2592 30 1.38 1.9894 0.4209 1.5686 1800 2823. 40 1.24 1.7876 0.4209 1.3667 2400 3280 50 1.11 1.6002 0.4209 1.1793 3000 3538 60 0.97 1.3984 0.4209 0.9775 3600 3519 120 0.69 0.9947 0.4209 0.5738 7200 4132 180 0.58 0.8361 0.4209 0.4153 10800 4485 720 0.30 0.4325 0.4209 0.0116 43200 501 1440 0.21 0.3027 0.4209 -0.1181 86400 -10207 NOTE: The surface area and volume calculation for the pond assumes a completely vertical side slope which allows for conservative design. The area available for percolation out of the pond is assumed to be one-half of the surface area of the pond sidewall, and endwall plus the pond bottom. PRELIMINARY POND CALCULATIONS POND "D" STORM: 100 -YEAR PROJECT: SMUCKERS DATE: 5/20/2008 30 =PERC RATE IN MIN./INCH 4.63E-05 =PERC RATE IN C.F.S./SQ.FT ######## =C*A IN SQ FT 542 BASE PERIMETER 12659 BASE AREA 1 =DEPTH OF POND Tc I100 Q IN Q OUT Q NET MIN. lN/HR C.F.S. C.F.S'. C.F.S. 10 2.52 6.4595 0.5986 5.8609 20 1.79 4.5883 _0.5986 3.9897 30 1.38 3.5373 0.5986 2.9387 40 1.24 3.1785 0.5986 2.5799 50 1.11 2.8452 0.5986 2.2466 60 0.97 2.4864 0.5986 1.8878 120 0.69 1.7687 0.5986 1.1701 180 0.58 1.4867 0.5986 0.8881 720 0.30 0.7690 0.5986 0.1704 1440 0.21 0.5383 0.5986 -0.0603 POND "D" 1.00 =NUMBER OF PONDS 12930.00 =AREA AVAILABLE FOR PERCOLATION 12659 =STORM WATER STORAGE AVAILABLE TIME STORAGE SEC. REQD. CU. FT. 600 3517 1200 4788 1800 5290 2400. 6192 3000 6740 3600 6796 7200 8424 10800 9591 43200 7360 86400 -5212 NOTE: The surface area and volume calculation for the pond assumes a completely vertical side slope which allows for conservative design. The area available for percolation out of the pond is assumed to be one-half of the surface area of the pond sidewall, and endwall plus the pond bottom. PRELIMINARY TRENCH CALCULATIONS STORM: 100 -YEAR CHAMBEI 24 " PERFERATED PIPE (V=0.79FT^3 PER FOOT) PROJECT: SMUCKERS DATE: 5/21/2008 30 =PERC RATE IN MIN./INCH 4.63E-05 =PERC RATE IN C.F.S./SQ.FT. 14535.82 =C'A IN SQ FT TRENCH FOR SPEEDWAY AVE 2 =PIPE SIZE IN FEET 3 =TRENCH DEPTH IN FEET 3.14 =PIPE VOLUME PER LINEAR FOOT 1 =NUMBER OF TRENCHES 1 =NUMBER OF PIPES IN TRENCH 1338 =AREA AVAILABLE FOR PERCOLATION 220 =TRENCH LENGTH IN FEET 1781 =STORM WATER STORAGE AVAILABLE 6 =TRENCH WIDTH IN FEET Tc I100 Q IN Q OUT Q NET TIME STORAGE MIN.. IN/HR C.F.S. C.F.S. C.F.S. SEC. REQD. CU. FT. 10 2.52 0.8479 0.0619 0.7860 600 472 20 1.79 0.6023 0.0619 0.5403 1200 648 30 1.38 0.4643 0.0619 0.4024 1800 724 40 1.24 0.4172 0.0619 0.3553 2400 853 50 1.11 0.3735 0.0619 0.3115 3000 935 60 0.97 0.3264 0.0619 0.2644 3600 952 120 0.69 0.2322 0.0619 0.1702 7200 1226 180 0.58 0.1952 0.0619 0.1332 10800 1439 720 0.30 0.1009 0.0619 0.0390 43200 r 1685 1440 0.21 0.0707 0.0619 0.0087 86400 753 NOTE: The area available for percolation out of the trench is assumed to be one-half of the surface area of the trench bottom, sidewall, and endwall combin( assumed to be the capacity of the chamber plus one-third of the additional trench volume, assuming the remaining volume is filled with drain rock. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. r 7 County Center Drive - Oroville, California 95965 - Teleplione: 916/536-7541 APPLICATION' 0 PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER / TELEPHONE SQ. FT. OCC. BUILDING VALUATION �• �"� OWNER'S MAILING ADDRESS / - CONTRACTOR'S NAME k� , r.l ' J /, / / / TELEPHONE '4,s-! r !/ , CONTRACTOR'S MAILING ADDRESS i' , j a / f �,, Fireplace CONSTRUCTION LENDER UNKNOWN y Total Valuation $ I Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ / ARCHITECT OR ENGINEERLICENSE NO. r Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 r' Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilifties ❑ Installation[] Other ❑ Describe work: '�. - ",/7 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): f:1/1 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 NoL!5 7o Classification B El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.EI �20sq ft OR ADDNS. ACC. BLDGS. , TLET NEW CONST R. U NcH CIRCUITS) 2.50 ea NO N.R ESID .BRANCH CRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. EX, Occup(OUTLETS OR FIXTURES e20A 080 Ex. QcCup. OUTLETS P(RESID )FIXED APLNS.REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. O. -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 k. 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 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 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. l.�,1- . X f� 'L �� �-2 `+� Date �r�����1 I ' Signature of Applicant Owner El Contractor Q Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occ". CONST.TYPEJ SCHOOL FLOOD PARCEL I PDJ ND 1 1390E This permit is hereby issued under sions of the Butte County Code and/or work indicated above"for which , DIRECTOR OF PCIBLI gy. 1 , X � / (A:.�l /-/ - PERMIT EXPIRES D$te the applicable provi- resolutions to do fees have been aid. p WORKS, _ Date ✓'� �� Receipt No. _T WHITE-O.P.W.. YELLOW-ASeESSO . PINK -INSPECTOR. GOLDENROD -APPLICANT JCOUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIMAND PERMIT E MIT NO ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER ( TELEPHONE SQ. FT. DCC. BUILDING VALUATION OWNER' G ARESS L , W CONTRACTOR'S NAM TEL EPH0NNE CO NTRAC MAIL D ADRE S �./{ 1 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ (� Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ �7 , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 60 Y PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS and Professions Code and my license is in full force and effect. n License No. CIaSSIfICfltlOn _17 ❑as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.SI OR ADDNS. ACC. BLOGS. /2¢Sgft NEW CONSTR. U T"OUTLET NON.RESID .BRANCH CIRC ITS 2.SOea APPARATUS ") \SINGLE OUTLET CIR. (SINGLE Zo ®soe Ex. Occup( p OUTLETS OR FIXTURES eALO 30 FIXED ALNS. Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 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. C ❑ 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 10.00 Heating Cooling g Hood 3.00 Ventilation penult Fee $ Contractor I certify that I have read this application and state that the above information 1s 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-ment'oned property for inspection purposes. 1 also agree to save, indemnif nd keep harmless the County of Butte against all liabilities, judgments, c s, and expenses which may in any way accrue agains aid County in con qua ce of a granting of this permit. _ X fl ate Signature of Applican — Owner El Contractor Agent El An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ , 6-0 / Occup. CONST.TTPL SCHOOL FLOOD PARCEL PD I HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated abov for which DI C OF B7 BY PERMIT EXPIRES to the applicable provi- resolutions to do fees have been paid. WORKS -ate �� .8 Receipt No. p ��CYI WHITE-O.P.W.. YE�ASSE330 . PINK -INSPECTOR. GOLDENROD -APPLICANT. PINK -INSPECTOR. GOLDENROD -APPLICANT Uroer tv(,. F,5crow No. Loan No. 10.5730 D5 WHEN RECOROED MAIL. TO: KNUDSEN AND SONS, fNC. YOST OFFICE BOX 369 CHICO, CA 95927 MAIL 'TAX STATEMENTS 'TO: same as above SPACE ABOVE THIS LINE FOR nEcoRDcn'S USC DOCUMENTARY TRANSFER TAX $.407 :55............••,.,,,•,. XX Computed on the consideration or value of property conveyed; OR cernwu,,, k en tha. m-iidaration or value less liens or encumbrances sax -�Flrm Numa AP# 40-31-6 CORPORATION GRANT DEED POR A VALUABLE CONS10tHATION, rLeeilit of which is hereby itt:knowledged, UNITED ARTT STS THP,ATRE CIRCUIT, INC., A MARYLAND CORPOIUXTION, SUCCESSOR BY MERCF:1t TO T. & U. JR. ENTERPRISES, TN(,. , A CAI,LrORNI.A COId11UR,ITLON a corporation orcaniked urrdnr the laws of thn State ul CALIFORNIA dues hereby GRANT to KNUDSEN AND SONS, INC. tho real li,upeny in the IKICXX unincorporated area of tItP. County of Butte: 1. >State;ot California, described as A tract of land consisting of a portion of. the East one-haIf-of the Idor.theast one -quartet of section 1, Township 21 North, Range I East, and a portion of the West one-half of the Northwest one quarter of Section 6, Township 21 North, Range 2 East, M.D.B. & M., more particularly described as follows: Beginning tit a point which lies on the Northeasterly right of way line of the. Sacramento Northern Railway, which point is South 8 Deg. 28' 35" West, 1899.76 feet from the North- east corner of Section I, Township 21 North, Range 1 East, M.D.B. & M.; thence from said point of beginning, along the Northeasterly right of way line of. the Sacramento Northern Railway, Soi.orh 28 Deg. 29' East, 678.00 feet to an iron pipe; thence North 67 Deg. 06' )vast, 1220.00 feet; thence. North 28 Deg. 29' West, 720.00 feet; thence South 67 Deg. 06' West, 1159.71 feet; thence South 28 Deg, 29' East 42.00 feet; thence South 67 Deg. 06' West, 60.29 feet to the point of beginning. Excepting therefrom one-half of all gas and oil, as reserved in the Deed front Theodore. Schwein, et al, dated March 6, 1947 and recorded April 16, 1947, in Book•422. Page 68, Official Records. Oaten ........ v L...(_ _G 1/.. IF../ - STATE OF CAL1FORNA Iss COUNTY Ori_.._...'VL.!I-_ a.r......... ..... _.-_, before me, thu undei sign rd, a Notary Public in and for said State, porsonally appear- ed... /4O.. ... G G✓ _—/M. ... . and---- ...._:.--.... ..... ............. --.... personally known to me (or proved to me on the basis of satisfactory uvidence) to be QW porsons who executed the within Inatrumunt as --•_---..._..... ...._.._._.__...... _._1L1..L° C –_President and• AS _..._snerete.rr•- on bohalf of. uN�T O AlL7/S rS_ 7,v��-��F a i,�Car�, iNc• UNITED ARTISTS THAT RE,_C1RGU,IT,._,_TNC,,, .. A MARYLAND COR1'ORA'1'IUN, SUCCESSOR BY MERGE: TO T. & D. JR. TERYRISES., A CALIFORNIA Co 0RAT10 -i - V10E President by._._.. ...-- .... ....—._...... .... —........ - -._... Secretary ARn, Sau1l, Figs, - _. IL W1 S NOTARY PAM • GILFMNA - � i the corporation therein named, and acknowledged to me that such car- f,'wn Ell" Msy 4,1"1 potation executed the within Instrument pursuant to its by-laws or a resolution W Its board of directors. WITNESS my hand and official seal, ��� (This orae for eftiuinl notarial seal) Signature_ _. 7144 (6/82) MAIL TAX STATEMENTS AS DIRECTED ABOVE COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Califr is 95965 - Telephone 916/534-454'1 APPLICATION %D PERMIT ASSESSOR PARCEL NUMBER ZONING BUkLDING PERMIT OWNER TELEPHONE S0. FT. OCL`, BUILDING VALUATION OWNER'S MAILING'ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT FilingFee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF F1Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] OtheT.❑ Describe work: a Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING oCCUI.8d OR ADDNS. ACC, BLDGS. 2/z2sgft NEW CONSTRESID, BRANCULT"OH NON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occu 20 a sot p OUTLETS OR FIXTURES eALO 30 FIXED PR Ex. Occup. OUTLETS (RESID )EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ r TOTAL PERMIT FEE $ ocCUP, CONST.TYPC I I FLOOD PARCEL I PD I NO I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No WHITE-D.P.W., YELLOW-ASSE330R, PINK -INSPECTOR, GOLDENROD -APPLICANT V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATI N'ANb PERMIT PERMIT NO. .ARfgEt NU ER ASSE SOR P'VV.•(( ZONING BUILDING PERMIT OWNS r hf TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAI NG DRESS�. �� �E THONE CONACTOR'S NAME e t^r a- TEL P G CONTRA OR'S AILING ADDRESS 1 ` Fireplace ON LEN E UNKNOWN C0ENXENR_S Total Valuation $ Filing Fee $ 10.00 MAILING ADDRESS Permit Fee $ ARCHI CT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDR S Permit fee $ PLUMBING PERMIT Filing Fee 10.00 r Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTU SF [:1Duplex❑ Mobilehome❑ Other 6 tIt f & SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN 0.00ea TYPE OF WORK New ❑ Addition ❑ Remo I ❑ Uti li ies ❑ Inst ation Ot e ❑ Describe work: — — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11101 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 5' License No., z—yga"� Classification % ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUPM +/ZQsgft OR ADONS. ACC. BLDGS. NEW CONSTR. MULTI -OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS &) SINGLE OUTLET CIR. ) 20@50c Ex. Occup OUTLETS OR FIXTURES eAL030 IXED PR Ex. Occup. OUTLETS (RESID IEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. a—I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building,construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. Ialso agree to save, Indenify and keep harmless the County of Butte against all liabiUties, I dgment ,costs, and expenses which may in any wa accrue agair& C my in sequence of the granting of this permi . 7 �� Signature of Applicant— caner ❑ Contractor E]Agentwork An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ — TOTAL PERMIT FEE $Tb, nff OCCUP. CON ST.TY P! FLOOD PARCEL PD ND E This permit is hereby issued under sions of the Butte County Code and/or indicated above for which D RECT F U BY PER T ,FIRES ate the applicable provi- resolutions to do fees have been paid. IC WORKS Dat Receipt No. WHITE-D.P.W., YELLOW-A58[SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT f. . PERMIT NO. 61.0-75B P T ! E M MH UTIL. PERMIT NO. a• % PERMIT EXPIRES C� —52—f —/ OWNER Richard Naify(Starlite Drive-in) CONTR. Sierra Roof & Acoustics, Chico - tLOCATION (A.P. 40-31-06 Speedway Ave., off the Midway, Chico r t ( I ! Temp. Power Pole Called PG&E f Temp. Elec. Serv. Called PG&E Temp. Gas Serv. / Called PG&E /JOB FINALED (Date (Signature) f V • v t COUNTY 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 ELECTIJICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Stucco Final Subpanels Mesh MECNICAL Grd. Fault Prot. Scratch Heating Service I Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE (29 REMARK OR CORRECTION �-/,S-- 7 J tti O /C \1 � r j r i r? t , r r f ' r { COUNTY OF BUTTE –'' DEPARTMENT OF PUBLIC W 7 County Center Drive. — Oroville, California 95965 Telephone: 534-4541 .APPLICATION AND PERMIT owner Richard Naify Mailing Address 172 Golden Gate Ave. Telephone No. San Francisco, Ca. Contractor Sierra Roof and Acoustics Mailing Address P.O. Box 252 Chico, Ca. T J4J_n &3 Building Address Starlite Drive -In Theatre Speedway Ave. (off the Midway) Chico, Ca. A. P. No, -4j0/ Zoning & Planning — F s W.Fire Dept. Fire Zone Use Permit EQA Parking Parcel Parcel Ma 60' R/W Improvements Plans Declaration P P ns ec I Parcel Approval Plans Approval NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER EN hot built up roof��-� Single Family ❑ Duplex ❑ Mobil Home ❑ Others snack bar (at theatre) 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: Sierra Roof and Acoustics License No. 248732 Classification f:.-39 ❑ 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 X ich requires every employer to be insured against liability men's Compensation. ve placed on file with the County of Butte a certificate of orkmen'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. f X 4i/ Date .1/A Signature of Permm�ittejee or Agentt ` U J Receipt No. /.-;:?C1 "7 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant _ BUILDING SO. FT. OCC. BUILDING VALUATION $1261.00 Fireplace Total Valuation Permit Fee Plan Checki ng Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps., switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar. disp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wiring FEE $2.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 0� m Permit Fee $ MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ TOTAL PERMIT FEE $ 13 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. DIRECT OF PUBLIC WORKS BY Date 7J Building permit expires Date........... I Area DoC 11 Raw Materlals/cold Storage 26,500 2007 12 Finished Goods 157,775 2009 A Main Offices Addition 1,875 pre76 Total Building Area 299,400 Main Offices total 0 5,000 Area DoC 1 Raw Materials/Offices 24,760 pre76 2 Manufacturing/Offices 8,000 pre76 3 Raw Materials 14,000 1985 4 Raw Materials/label room 4,792 pre76 5 Raw Materials/label room 9,712 pre76 6 Manufacturing/Break Room 21,000 pre76 7 Raw Materials/Cold Storage 10,274 1981 8 Raw Materials 10,280 1978 9 Raw Materials 2,400 pre76 10 Shop/Processing/Boiler .8,000 pre76 Area DoC 11 Raw Materlals/cold Storage 26,500 2007 12 Finished Goods 157,775 2009 A Main Offices Addition 1,875 pre76 Total Building Area 299,400 Main Offices total 0 5,000 2 < 6 THIS BUILDING IS SPECIFICALLY DESIGNED TO MEET LEED CERTIFICATION BY THE USGBC. THIS PROJECT MUST MEET SUSTAINABLE DESIGN REOUIREMENTS AS OUTLINED IN THE PLANS. SEE THE "LD" SHEETS AND NOTES MARKED WITH THE LEED SYMBOL ON ALL OTHER SHEETS FOR ADDITIONAL INFORMATION. LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN USGBC UNITED STATES GREEN BUILD COUNCIL D Contacts OWNER: Smucker Dtalty Beverages 37 Speedway A— Chc.. CA 95929 53089s.swo Contact: Rarely Day E BUILDING DESIGN 8 ENGINEERING: NcrthStan Engireerblq 111 Mhsion Ranch MA.. Sate 100 Chi CA 95926 53089316W Contact: Mark Adams. PE CIVIL DESIGN 8 ENGINEERING: NonhSbe Enginewirp 111 Mission Ranch BIW., Sutfe 100 Chico. CA 99926 F. 530.8931600 Contact: Nal Graber. PE CONTRACTOR' Modern Building Co. 3083 Smit gate Lm ✓ Chico. CA 95978 530891.4533 Contact: Ron Ped ELECTRICAL DESIGN 8 ENGINEERING: Agri Ekctrc G 11011 mkt..y Chico. CA 95M 530-342-421:1 Conrad: Wade Thorpe MECHANICALDESIGN 8 ENGINEERING: McClelland Air Condmormg 801 Mamuder Chico. CA 95973 530.891.8202 Contact: Don Fouler h Expansion For: Smucker Quality Beverages 37 Speedway Ave. ChiC®r CA 95928 SQB Smucker Quality Beverages, Inc. APN: Deferred Submittals The Warming docanenb Wal be to—nied to the btibmg official upon being mvi—d by de engbcer of record: 1. Fire exmgnisher byora 2. Floe sprinkler layoW i Structural Design Criteria LN, load defier data: OR floor 1. bad: s0 PSF Snow ofd de ' n dal: Ground sneer bad (Pg): 0 PSF Wmaf deson dam: Baso wfrd Weed: W.d'vnpartorce odor (h):1.00 BS MPH Expos Ce. c Seismlo desian data: secmo hporbrc. ted. (b): 1.00 Mapped spectral response accekmfiens: Sa • 0591 Adult height: SI -0.225 Sde class:. C spectral response coefficients: safe,"0.460 When Interlace Fie Area: Be" -0.237 oma. spas.: Cbas 11 commoday { seismic design category: O Base se lots.*es'sRng cyWem. Light framed Ovals wen shear ponab Fit, detection system: of all Who materials Design base shear: 0.757 W Response modification few (R): 20 Analysis procedue used: Eq m lateral force procedure II Occuoarcv eate..rv: said bewinif, 2.900 pal f. D+L m 1Z'Og. depth rater to mile report f. add? ,oheas Footing deoth tea memo: 12 ircles (per milsrepos) Expansion For: Smucker Quality Beverages 37 Speedway Ave. ChiC®r CA 95928 SQB Smucker Quality Beverages, Inc. APN: 040.710006 Buldeg use: Yvarehouse Ocotparcy class: S•1 Type of comblcom" n -B A .—ble area: AdW area: unlimited 157.750 SF Abwabk rwmbw or stories: 3 Actual number of dories: 1 M.A.— height: 75 FT Adult height: 3B FT Necoessary to meet ADA regut —wt.: Yee Fire Hazard Savwtty Zone o, YJddbnd. Any—tions. conectivro w other rabtone pbced on it— drawbgs that are not pW.Vwr wed (.e. "arca, ink marker, we,) are W—lid, lave NOT been approved When Interlace Fie Area: No Fre, code requirements: Cbas 11 commoday High pile storage area 20.001 -500.000 Automatic fee ndrnga ahmg syekm: Yes Fit, detection system: Nmregtowl BLAding access: Yes Smoke and hat removal Yes small Mss vat. dation: Madman storage height: Me 24' (palletized storage) Code Analysis ALLOWABLE AREA: Building setback Rom property me: North 600P Soh 75.13' East 174.48' Wast 208.96' Total WID— k ore. UNLIMITED per —1.. 507.3 2007 CBC. Notes: 1. Signa roque.. seperaee perms. foo approval is given. knp&d under Ods permd relative to wry sign depicted o, comempbted. 2.Provide oddness —b—per We A15.1 an deer A-1. 3. Fire -fi gas' Me shut be provided. Th type, —be, and h—ti.n shill be determined at the time of cceupan y inspection. Occupancy Talek'dion Per 2007 CBC Table 1004.1.1 Function of Space Area Pierson Occ. Group Faits Req'd Btaimss Areas 1984 sF 100 b S 1 Waists,— 154861 SF 500 310 5 2 Minimum Egress Widths FunctionofSpace Oa. Inches Per I Min. Width Occ. (inches) Btrsdew A... 73 O.ls L49 wwaha sea 1 310 1 0.15 1 46.53 rt.mimd erdb: (2) 32 ckw width lou: per section 2316.6 of the 2DO7 CBC a mimnun W oro access door dal be provided in each 100 final feel of the etlttior wah which tote accew meet.. a G7 I., I W Sheet Index 3 0 Location Map Number Sheet Name T-1 Title Sheet _ C-1 Dimensional Control Plan C-2 Grading and Drainage Plan C-3 _ Erosion Control Plan C4 Details C-5 PP - Speedway Ave. B+00 - 14+20 C-6 PP - Speedway Ave. 14+20 - 19+00 A-1 Architectural Notes A-2 Floor Plan A-3 Floor Plan Details A-4 Reflected Ceiling Plan A-5 Elevations A-6 Roof Plan A-7 Sections ADA -1 ADA Details ADA -2 ADA Details St Structural Notes S-2 Foundation Plan S-3 Foundation - Office SD -1 Structural Details SD -2 Structural Details MA HVAC Plan EO Electrical - Site Et Electrical Schedules E2 Electrical - Warehouse E3 Electrical - Offices ECEC-1 Energy Calculations Energy Calculations Energy Calculations LEED Pro I E 0 General Notes in accordance wih the applicable balloting codes: w14 2007Ca em— B.Wkv Code (CBC) LIS 2007 Calwrsy Ekctrcal Code (CEC) 2007 Calbmia Mechanical Code (CMC) 2007 Cablo"" PRfnbig Code (CPC) Job No. 08-072 2006 C.kwntis Energy Code (Tide 24) 0 N pa[EdGNDH&nV roof L T-1 stamped by the ergneer and war signed (aver the stomp) cosh red. Nae irk to C� ti 0 J ILri Rotted: 6/23/2008 9:51:04 AM o, R. L Any—tions. conectivro w other rabtone pbced on it— drawbgs that are not pW.Vwr wed (.e. "arca, ink marker, we,) are W—lid, lave NOT been approved . by the engineat and she1 NOT be considered a legitimate revision n addandwn to the dm,bV set ShoLM the engines, delve to isnn a revision or addendum to the dmw(ng ad. it wit be performed uti¢ig aro of the rollowkg methods: 1. The affected palons o1 the sel wig be addressed by way of a letter andbr derail on an B -1? x 11- (w 11', 17') adda.lun sheet from ! the engineer and will contain the engineer's veer damp aro cool sig-... 2. The affected a""la, wil be reeved in their entirely and AN contain ject Checklist 3 0 Location Map Number Sheet Name T-1 Title Sheet _ C-1 Dimensional Control Plan C-2 Grading and Drainage Plan C-3 _ Erosion Control Plan C4 Details C-5 PP - Speedway Ave. B+00 - 14+20 C-6 PP - Speedway Ave. 14+20 - 19+00 A-1 Architectural Notes A-2 Floor Plan A-3 Floor Plan Details A-4 Reflected Ceiling Plan A-5 Elevations A-6 Roof Plan A-7 Sections ADA -1 ADA Details ADA -2 ADA Details St Structural Notes S-2 Foundation Plan S-3 Foundation - Office SD -1 Structural Details SD -2 Structural Details MA HVAC Plan EO Electrical - Site Et Electrical Schedules E2 Electrical - Warehouse E3 Electrical - Offices ECEC-1 Energy Calculations Energy Calculations Energy Calculations LEED Pro I E 0 Building Area Engineer of Record Area Square Footage Michael Main, R.C.E. Lic. No. 60822 Gross Building Area Building Area 1157750 SF Grand total 157750 SF Applicable Codes The insidi g and all comporerts Wall be designed General Notes in accordance wih the applicable balloting codes: w14 2007Ca em— B.Wkv Code (CBC) LIS 2007 Calwrsy Ekctrcal Code (CEC) 2007 Calbmia Mechanical Code (CMC) 2007 Cablo"" PRfnbig Code (CPC) Job No. 08-072 2006 C.kwntis Energy Code (Tide 24) 0 N pa[EdGNDH&nV roof L T-1 stamped by the ergneer and war signed (aver the stomp) cosh red. Nae irk to C� ti 0 J ILri Rotted: 6/23/2008 9:51:04 AM o, R. L Any—tions. conectivro w other rabtone pbced on it— drawbgs that are not pW.Vwr wed (.e. "arca, ink marker, we,) are W—lid, lave NOT been approved Building Area Engineer of Record Area Square Footage Michael Main, R.C.E. Lic. No. 60822 Gross Building Area Building Area 1157750 SF Grand total 157750 SF Applicable Codes The insidi g and all comporerts Wall be designed General Notes in accordance wih the applicable balloting codes: w14 2007Ca em— B.Wkv Code (CBC) Date: May 2008 2007 Calwrsy Ekctrcal Code (CEC) 2007 Calbmia Mechanical Code (CMC) 2007 Cablo"" PRfnbig Code (CPC) Job No. 08-072 2006 C.kwntis Energy Code (Tide 24) NoMStw Engineering is nal—ponsibb be Ihse &swigs w&n al sheets we pa[EdGNDH&nV roof L T-1 stamped by the ergneer and war signed (aver the stomp) cosh red. Nae irk J ILri Rotted: 6/23/2008 9:51:04 AM Any—tions. conectivro w other rabtone pbced on it— drawbgs that are not pW.Vwr wed (.e. "arca, ink marker, we,) are W—lid, lave NOT been approved . by the engineat and she1 NOT be considered a legitimate revision n addandwn to the dm,bV set ShoLM the engines, delve to isnn a revision or addendum to the dmw(ng ad. it wit be performed uti¢ig aro of the rollowkg methods: 1. The affected palons o1 the sel wig be addressed by way of a letter andbr derail on an B -1? x 11- (w 11', 17') adda.lun sheet from ! the engineer and will contain the engineer's veer damp aro cool sig-... 2. The affected a""la, wil be reeved in their entirely and AN contain 8n engme.es net stamp and —t.4m e... 3. The drawing set wit be reisved in the entirely and will cor.ain she engfraw's wee damp and wet signat— Building Area Engineer of Record Area Square Footage Michael Main, R.C.E. Lic. No. 60822 Gross Building Area Building Area 1157750 SF Grand total 157750 SF Applicable Codes The insidi g and all comporerts Wall be designed Design: TM in accordance wih the applicable balloting codes: K Checked: 5T 2007Ca em— B.Wkv Code (CBC) Date: May 2008 2007 Calwrsy Ekctrcal Code (CEC) 2007 Calbmia Mechanical Code (CMC) 2007 Cablo"" PRfnbig Code (CPC) Job No. 08-072 2006 C.kwntis Energy Code (Tide 24) sheer: Title Sheet pa[EdGNDH&nV L T-1 ao4 r�oa �oa�4a�c�4aoa Rotted: 6/23/2008 9:51:04 AM ABBREVIATIONS LEGEND TOE OF TOP OF ................................................. WM ...... _......... _ ........ _.._..__....__._.._:YDS - - PROPERTY UNE PROPOSED VERTICAL CURB 0 PROPOSED VERTICAL CURB k CUTTER PER COUNTY STD S-1 D4 PROPOSED SITE FLOW UNE ---/F---fF— PROPOSED SANCUT AND CONFORM UNE - - - - - - - PROPOSED GRADE BREAK �-y PROPOSED STORM DRAIN AND SIZE - - - - - - - EXISTING EDGE OF PAVEMENT - - - - UNITS OF CLEARING AND GRUBBING E] EXISTING BUILDING OUTLINE PROPOSED PAINT STRIPE ...... ......... ...... ..... - PROPOSED CUT OR FILL CATCH LINE x-155.01 EXISTING 5' CONTOUR LINE MAJOR —149.0--- EXISTING V CONTOUR UNE MINOR OAK TREE W/ S12E TO REMAIN FINISHED GROUND 0.5' CONTOUR LINE MINOR �-150.01 FINISHED GROUND 25' CONTOUR LINE MAJOR __!22W.41 FINISHED GRADE ELEVATION _ 150A1 - E% -EP EX GROUND ELEVATION -MATCH PROPOSED AUTO ACCESS PASPHALT CONCRETE ON 9.5' CASSU AGGREGATE BASE OPROPOSED TRUCK ACCESS PAVING a TYPE 'B' ASPHALT CONCRETE ON 12' CLASS II AGGREGATE BASE D PROPOSED SIDEWALK O PROPOSED LANDSCAPING SEE LANDSCAPE PLANS J EXISTING DROP INLET V,GFESS/ �O g � P 4 p IV IV �P w OF (ALL -- a -- RMS Drawn By. JRL 06-23-08 CO!HMPTSIS�00 SMUCKERS1EXPAR81"ZON PLANS FOR A DISTRIBUTION FACILITY ux0s iG RLuux As �. In ✓�1 I.r �,� -. s Aa. TRutK PAVNG / \\ \31.3 w 1 I \ \ .•.-.•.-.yy; i; <. ;,:r., ...._`.., ....:... •.•... .=:'mo/i=:: `;��i�";`"\ ,z, NT I // \-...... •// LOCATION MAP, I . ..•. 1.'.' • I+ ��'"'"�1' '_,_-.• •-t'• •.r.lr ,ee............� _ / \ I I III I 11 �\ rl Irl �i\ii�\ , .1.{' -II i•. � •:•11 II 1 ._...I i .'.•.'.'.'.'.•.'.'.'.'''� I'.'. -.'.-.1-.I' '•11 I •• i1 �t .-c'.-.'.'.'.'.'.'.'_'.'.'.-L- • I -I - Y.'.iwDiX'1iP[.'.'.'.'.'.•.".' ''� It 1 SHEET INDEX 1 i L .11 1. 9.i l'.•.ARUTaHwsr- . H 1 _�---'4, 11) I I 1 \ I IfI ►{II �� i. d_i /... _ :•.•.•.•.,_•_•_•_,.•1i y �\ ��.�_ 11 1 r 1 "1 Il C-1 DIMENSIONAL CONTROL PLAN I':'I rl i .i'. .'.'.'.' = :i-` 1 • - :L. 1!111 1 I I l / C-2 GRADING AND DRAINAGE PLAN f , `pl m I i l . / .:/ % ; .:. • T.1,. • . • ... • . • ... • . • ... • y 11: i PROPOSED DiBTmBUTION FACILRR q • - I a r i .I . , . . . ,.'y , ; i 13xaHwBaFr. I f' H_, C-3 EROSION CONTROL PLAN . I F.F.E: 207.60 \ 1J' - - I 1 1r l 1.'. .1 1..'.; ......�:........'_ -- 1 I C-4 DETAILS il', , ii T. .". j IH' ^-.\•-•-;-. Y.�` J; `p11.�11'. -'-•11 i:'.; .�.':_.''..':..o...'...''.._. . •.'._'.'.'.''''' 1 tt . I . I :•:.:,.. =..i'1 I' I i f C-5 PP -SPEEDWAY AVE. 8+Q0-14+20 \ ; �.1•�••- C.caa�K-} :•'l e.�sndcl: L• °i::... / .11.1 li��>I / :.,_ .. ;X ! l s T„I jGGxAD 1.1 / C-6 PP -SPEEDWAY AVE. 14+20- 19+00 :� •' •- •r - - IGGLTt IEVNER PIT. INSTALL �+ PAD 1D E f) / �' 1 \ .1t I,•, A l.'.'/. - 4 ,^ Pa eiFwS aT aH¢T (nPX(� /: n .I ♦ 1 1 i I /. 1 I. _ .) • . v: a>ar " _ --.\-�.r i l e• >c els ./ r I 1\ 1 1 1 �! f _ _.__ _ 1 \ g 11 1 1lL•: � I i r •- �/ r�•�` � •�'• ` 1�V �T� j: j-• ----'--- '_� eAon - _._- '- PAHw110 \ Q , I I 1C :I� _ 1.1 Ill I /� , °'�t0 �- J' 1 -- APPROVED FOR CONSTRUCTION: -rr- 4_ ! r j ILII . T/,ons wa ,�mroas \ i � al , . � -, f !:/ ~ - � -- / i , \\� � s �. h..TiA %. �'� Ie -o• X N•d a0u-uP I %1 }• �m mAx 1 F —;� - MIKE CRUMP RCE 41977 EXP.3/31/10 DATE DIRECTOR OF PUBLIC WORKS COUNTY OF BUTTE FIRE HYDRANT LOCATIONS APPROVED: MALT DAMON DATE FIRE CAP YTI IITIE ENVIRONMENTAL HEALTH APPROVED: VANCE SEMIN DATE SURE COUNTY ENVIRONMENIAL HEALTH PLANS PREPARED BY: DTHmder RIB supelvIsiml Ol, 4 DATE NORIHSTAR ENGINEERING IIr j 'f ZZ� DRAINAGE DESCRIPTION I ' 0 �� I THE PROPOSED PROJECT IS UCKERS=AD AFACILITYT 37 SPEEDWAPROPOSEDY AVE. AN EXPANSION TO THE ADJACENT DaSTNGl r �VIIS ACANT. THERE LITTLE SLOPE TO THE PROPERTY, ABOUT III TO I I I THE 12 ACRE LOT. THE SITE LAYOUT I THE EXISTING PARCEL 5 SOUTHWEST. THE PARCEL IS BOUNDED BY THE EXISTING SMUCKERS BUMING TO j A i r SCALE 1'-50' I I� II THE EAST, SPEEDWAY AVE TO THE SOUTH, AN INDUSTRIAL FACILITY TO THE NORiH AND I THE MIDWAY TO THE WEST. THERE IS NO EXISTING STORM DRAIN SYSTEM IN THE AREA. ALLOF THE ONSITE RUNOFF IS PROPOSED TO BE COLLECTED INTO VARIOUS RETENTION 1 I I -'I l I I I 1 1 COLLECTED IINO FFAA PROPOSED INFILTRATION 7 PONDS PROPSED AROUND THE SITE ENCHAIER ALDNO SPEEDWAY AVE N1LL BE Revision Date By NOrtr 111 MISSION RANCH BLVD SUITE 100 - MODERN BUILDING DIMENSIONAL CONTROL PLAN C-1 Chico, California 95926 3083 SOUTHC,ATE LANE CHICO SMUCKERS EXPANSION Civil Engineers..Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 Chico, California Web Site: www.northstareng.com CHICO, CALIFORNIA0 scale NA Shmt I Of 6 PROPOSED 24' DROP INLET DG PROPOSED WATER VALVE D4 EX WATER VALVE PROPOSED FIRE HYDRANT �-y EXISTING FIRE HYDRANT PROPOSED TRAFFIC SIGN E] EXISTING ELECTRIC UTILITY BOX o PROPOSED PARKING LOT BUMPER D NORTHSTAR ENGINEERING CONTROL POINT OEX OAK TREE W/ S12E TO REMAIN V,GFESS/ �O g � P 4 p IV IV �P w OF (ALL -- a -- RMS Drawn By. JRL 06-23-08 CO!HMPTSIS�00 SMUCKERS1EXPAR81"ZON PLANS FOR A DISTRIBUTION FACILITY ux0s iG RLuux As �. In ✓�1 I.r �,� -. s Aa. TRutK PAVNG / \\ \31.3 w 1 I \ \ .•.-.•.-.yy; i; <. ;,:r., ...._`.., ....:... •.•... .=:'mo/i=:: `;��i�";`"\ ,z, NT I // \-...... •// LOCATION MAP, I . ..•. 1.'.' • I+ ��'"'"�1' '_,_-.• •-t'• •.r.lr ,ee............� _ / \ I I III I 11 �\ rl Irl �i\ii�\ , .1.{' -II i•. � •:•11 II 1 ._...I i .'.•.'.'.'.'.•.'.'.'.'''� I'.'. -.'.-.1-.I' '•11 I •• i1 �t .-c'.-.'.'.'.'.'.'.'_'.'.'.-L- • I -I - Y.'.iwDiX'1iP[.'.'.'.'.'.•.".' ''� It 1 SHEET INDEX 1 i L .11 1. 9.i l'.•.ARUTaHwsr- . H 1 _�---'4, 11) I I 1 \ I IfI ►{II �� i. d_i /... _ :•.•.•.•.,_•_•_•_,.•1i y �\ ��.�_ 11 1 r 1 "1 Il C-1 DIMENSIONAL CONTROL PLAN I':'I rl i .i'. .'.'.'.' = :i-` 1 • - :L. 1!111 1 I I l / C-2 GRADING AND DRAINAGE PLAN f , `pl m I i l . / .:/ % ; .:. • T.1,. • . • ... • . • ... • . • ... • y 11: i PROPOSED DiBTmBUTION FACILRR q • - I a r i .I . , . . . ,.'y , ; i 13xaHwBaFr. I f' H_, C-3 EROSION CONTROL PLAN . I F.F.E: 207.60 \ 1J' - - I 1 1r l 1.'. .1 1..'.; ......�:........'_ -- 1 I C-4 DETAILS il', , ii T. .". j IH' ^-.\•-•-;-. Y.�` J; `p11.�11'. -'-•11 i:'.; .�.':_.''..':..o...'...''.._. . •.'._'.'.'.''''' 1 tt . I . I :•:.:,.. =..i'1 I' I i f C-5 PP -SPEEDWAY AVE. 8+Q0-14+20 \ ; �.1•�••- C.caa�K-} :•'l e.�sndcl: L• °i::... / .11.1 li��>I / :.,_ .. ;X ! l s T„I jGGxAD 1.1 / C-6 PP -SPEEDWAY AVE. 14+20- 19+00 :� •' •- •r - - IGGLTt IEVNER PIT. INSTALL �+ PAD 1D E f) / �' 1 \ .1t I,•, A l.'.'/. - 4 ,^ Pa eiFwS aT aH¢T (nPX(� /: n .I ♦ 1 1 i I /. 1 I. _ .) • . v: a>ar " _ --.\-�.r i l e• >c els ./ r I 1\ 1 1 1 �! f _ _.__ _ 1 \ g 11 1 1lL•: � I i r •- �/ r�•�` � •�'• ` 1�V �T� j: j-• ----'--- '_� eAon - _._- '- PAHw110 \ Q , I I 1C :I� _ 1.1 Ill I /� , °'�t0 �- J' 1 -- APPROVED FOR CONSTRUCTION: -rr- 4_ ! r j ILII . T/,ons wa ,�mroas \ i � al , . � -, f !:/ ~ - � -- / i , \\� � s �. h..TiA %. �'� Ie -o• X N•d a0u-uP I %1 }• �m mAx 1 F —;� - MIKE CRUMP RCE 41977 EXP.3/31/10 DATE DIRECTOR OF PUBLIC WORKS COUNTY OF BUTTE FIRE HYDRANT LOCATIONS APPROVED: MALT DAMON DATE FIRE CAP YTI IITIE ENVIRONMENTAL HEALTH APPROVED: VANCE SEMIN DATE SURE COUNTY ENVIRONMENIAL HEALTH PLANS PREPARED BY: DTHmder RIB supelvIsiml Ol, 4 DATE NORIHSTAR ENGINEERING IIr j 'f ZZ� DRAINAGE DESCRIPTION I ' 0 �� I THE PROPOSED PROJECT IS UCKERS=AD AFACILITYT 37 SPEEDWAPROPOSEDY AVE. AN EXPANSION TO THE ADJACENT DaSTNGl r �VIIS ACANT. THERE LITTLE SLOPE TO THE PROPERTY, ABOUT III TO I I I THE 12 ACRE LOT. THE SITE LAYOUT I THE EXISTING PARCEL 5 SOUTHWEST. THE PARCEL IS BOUNDED BY THE EXISTING SMUCKERS BUMING TO j A i r SCALE 1'-50' I I� II THE EAST, SPEEDWAY AVE TO THE SOUTH, AN INDUSTRIAL FACILITY TO THE NORiH AND I THE MIDWAY TO THE WEST. THERE IS NO EXISTING STORM DRAIN SYSTEM IN THE AREA. ALLOF THE ONSITE RUNOFF IS PROPOSED TO BE COLLECTED INTO VARIOUS RETENTION 1 I I -'I l I I I 1 1 COLLECTED IINO FFAA PROPOSED INFILTRATION 7 PONDS PROPSED AROUND THE SITE ENCHAIER ALDNO SPEEDWAY AVE N1LL BE Revision Date By NOrtr 111 MISSION RANCH BLVD SUITE 100 - MODERN BUILDING DIMENSIONAL CONTROL PLAN C-1 Chico, California 95926 3083 SOUTHC,ATE LANE CHICO SMUCKERS EXPANSION Civil Engineers..Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 Chico, California Web Site: www.northstareng.com CHICO, CALIFORNIA0 scale NA Shmt I Of 6 i r I t VARIEST...S. 5' NIN 28' AC 10' MIN - - - - y.._- _ _____ .__-_ ./'',• ___._ •• ,�-I _,. )'___. _ - _ _..I s ms,w uV°".ail "" / �• uan,m aa. ss°0 ruc _ d 12' AGC BASE, IT - - - lbt --� / \ \ EXTEND 1' EACI SIDE I _ -- `� �INFlL"TRAI�ON-POND I - -" -- 1. / I _�e _ /' _- - I ,`. I '%\•" �p� \ Y \ { m / + t1 B�tI ELI 203 r>o 4 27C SLOPE -'� 3.57[ SLOPE y I s EXISTING GRADE 11- EXISTING GRADE -- 1 COMPACTED FILL LS DEPRESSION, ' y ELEV: 201.40 I ..-�.- °o•X - _ �� / { ,^ IXISTING SUBGRADE 4' MILK AC OVER /a•.N/��i„ • , = •. �' 6 " . \. W _ _ - 1 I \ { \ xoo.o> - 12' THICK ACC CASE 1 ®�w GGGiiii \ --- NRTALL 6• YARD DRAIN SECTION A-A DETAIL QV) SCALE: NTS \ _ �i _ 6• It HICK CONCRETE / / / 1 1 - `INSTALL 6' flRE HYDRANT ■ It ON NAIVE SOL, /4 - I i INSTALL B� FlRE WATER UNE / u[r.0 II j _ �' - P\ER BLITHE COUNTY STD 5-27 REDAR, u• D.C. INSTALL 8' FIRE HYDRANT { I PER BUTTE COUNTY Sm S-27 r s'THICK CON cRETE pr \ L �I - --== I 6) TING EACH III �{ {{. I I1 {{i {{I i.{ OVER 4' AGG BASEI lc,•• - I i� I 11� l ' i I \ uNEs To aEuuN / I I I I I Ii III { It / 04 REBAR. 1e' D.C.' ' ( ' s l l ''I 1 i - _ - / 1 X11 \ I , t \\ it I t /�\ IIA -.-,-- -�---- -. --• �� 1 A 2771 a o o.mW/.TI I I NsrnLL\6 FIRE l . EXISTING SUBGRADE 1 1, 11 / / / I I I WATER U' E LANDSCAPE r I t / I y{ I t I I I I t SCALE: NTS SECTION B-B I, I s , AREA 78,844 SF 6 t { { ! 1 1 ;I11 CONSTRUCT 12' LANE. Nj ASPHALT CONCRETE AND ACC I , 1 PROPOSED DISTRIBUTION FACILITY / .a _ 1 I1 I I NO VERTICAL CURB AND > BASE PER STANDARD RS-1 - 4' THICK CONCRETE SIDEWALK I I Gm I // 1 1, j \ / \ I munai0"�m0' t 1:'t I! CUTTER. SOUTH SIDE i ,1 / / /tl'9 1 I VERTICAL. arse AND OVER z' THICK SAND LAYER 1 132,750 SO. FT. OF SPEEDWAY AVE ` 1 I / v,+ t T a - - II GLITTER PER cQUNtt PER couNtt STANDARD s-1 4 1 / 11 1 F.F.E: 207.50 \ I STANDARD S-1 I` 12' 1B' 70 FOC 1.511 SLOPE �Np� 1 I I / / _ , % - ��,-•_, - I ll I I ! E� SLOPE PER PLAN 1 I I I - I j/ vrou" 1 / _ - \ I. ( ' ( 1 i0 \ c { .' ;:l1 GDNCREiE SLA6 ;� <- SLOPE PER PLAN � � � I � !< 1 1 1 1 / \ / I � � i 1 I ' I MATO? ExISTINCI 'f I t 1 SLAB. 6•, TRICK1 `� 1 %i:%[ %/ 1, I y I \ I 1 II - I / - - Pd / 1 \ / II I� 1 ' .'{ { { . • t I CONCRETE OVER \/_ T ... n�/.... / / .. •�` \J I_6� TO BUILDING PLANS D \_\_ ..I.. • 1 I 1 I�I II�. -1' ;I,5:' i}t,J{d7a �tl ' ;_. It t'"{.4�,,d III tII{IIII I I AGC 01I5{ I•E I It LAYER{{ . PROPERTY UNE CONNECT ROOF DRAIN DOWN-SPIXITS AO 12' SO. INSTAL 6' YARD DRAIN ------- EVERY CIS CONNECTION PON T. 9' (TYP) REFER EXISTING SUBCRADE :...QUANTITIES-Ab LOCATIONS. (TYP) SECTION C-C SCALE:NTS TRUCK DOCK NCH I ft . 1I ' _ DRAIN, SLOPE n) DI EXISTING MONITORING t ryv i 1 I Wh 1 1 1 I L I WELL ro REMaN . DUST SUPPRESSION PLAN CONSTRUCTION NOTES I oN ; ✓ / / \ I _ {\ \ L - - - -/T INSTALL 8' FlRE WATER UNE y; T //--- INSTALL B' FIRE HYDRANT I � ..1 t I � � vuKs W uq !rcm \ I II `t I I 1. CONDUCT DAILY CLEANUP. THIS PRACTICE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF BUTTE IMPROVEMENT STANDARDS AND I \ 1' '� /�.. -'N"I^"' I PER BUTTE COUNTY STD S-271 '?oa.m ! I / . I 1 - SHALL INCLUDE REMOVAL OF MUD AND DUST SPECIFICATIONS, AND APPLICABLE PORTIONS OF HTE 2006 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION��� /♦ aINSTALL SUMP PUMP h r r, .- CARRIED ONTO STREET SURFACES BY STANDARD PLANS AND SPECIFICATIONS (APPROVAL OF COUNTY DIRECTOR OF PUBLIC WORKS OR THEIR I I aNb / S 1 / 'ED \ 9- i (F ;• FORCE MAIN PER PUMP CONSTRUCTION VEHICLES. I t / / INSTALL 6• FIRE HYDRANT ,/ "fORCE•MI(IN' AUTHORIZED EMENESENTAORK. IS REWIRED.) CONTRACTOR MALL HAVE SIGNED PUNS IN HIS POSSESSION PRIOR 1 / % PER BUTTE CCUNtt STD-S-27- / \ ,',. - MANUFACTURES I I I I . I/'}°„ r11'l F-N k-_ tfmOL { vsisj:2o, ee •� TO COMMENCEMENT OF WORK. / - '7a, 2o5:4n• "w RECOMMENDATIONSis3-Fm.m- 2. COVER MAUL TRUCKS WAIN TARPAULINS OR I / _ � 1 I 1. , I I I I - s•ym. s° j,. OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT I YJ/ / �: / '� ; I�' :. + - 2. PRIOR TO THE START OF CONSTRUCTION ME CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL / / / _ ��-�'- / '• �'\ I- / I t II • "^,,; �,ym•,'° [ WHEN LOADING OR UNLOADING MATERIALS UTILITY COMPANIES AND/OR UnLItt DISTRICTS AS 70 ME LOCATION OF ALL UNDERGROUND FACILITIES. THE I I / I I\ Ill 1_J L� LJ`�`,`` , � a I / �'---�-^�-I . / / \ _-��CONNEC7 ROOF DRAIN CONN-SPOUTS CONTRACTOR SHALLHMA BE ENCOUNTERED FOR W LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER ORI SH I \ 0 J, WATER ALL EXPOSED EMM SURFACES. THIS OBJECTS VAllCI1 MAY BE ENCOUNTERED BUT WMK31 ARE NOT SHOWN ON MESE PLANS. THE CONTRACTOR SHALL.-/ \ TO ,2• SD. INSTAL B' YARD DRAIN / PRACTICE STALL BE CONDUCTED AT A MINIMUM IN I / » \ ]0ll0� AT EVERY DS CONNECTION PONT. \ \ I `` I CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 842-2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. I / - " THE LATE MORNING AND AT THE END OF THE DAY. i �� _ w \ / \ / _-� �. ° REFER . BUILDING PLANS FOR OS \ / �e % /��Z'• �\\ \ II f'` FURTHER. ME FREQUENCY OF WATERING SHALL 3. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STARES FOR ANY PARTICULAR PHASE OF WORK AT LEAST 48 V / 1p ' _ - - V / - END OF \ QUANTITIES AND LOCATIONS. INCREASE IF REQUIRED BY THE COUNTY Oi BUTTE HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORK OR GRADE STAKE I / , , _ ��- --�-- \ "(P / VERTICAL CURB I SLR POLLUTION CONTROL DISTRICT AND/OR PRIOR TO PLACING OF IMPROVEMENTS.Q��� ^ !� CQUNtt OF BUTTE. I / /_ LANDSCAPE DEPRE531D TYPE C \ 1 - --� \ % \ \ `' u (- 4. NORTHSTAR ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED BY OTHERS. - 201.24 I ` / _ L _ _ �•�� t / / I it _ _ e. ALL CLEARING. cRAOINc. EARTH-MOMNG OR ---��t'------ �•� "° y _ _ - - ,/ A, ,Q,. _ lo\-�--- � i �I° I I I I I ��T�«'° EXCAVATION ACTIVITIES SHALL CEASE WHEN WARDS 5, PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE 7371E . •(7'.�' / l �- \ I ^• °"ASW , EXCEED 20 MPH AVERAGED OVER 1 HOUR. CONTRACTOR SHALL NOTIFY ME ENCI ER FOR RE-STAKING AND VERIFICATION OF PREVIOUS STAKING. THE � '6 _ I \ I \ j• �i'v I �' I TIT ENGINEER ASSUMES NO UABIUTY FOR THE COST INCURRED FOR THIS WORK. / J>® _ ! I I I I �a [' _ 5. THE AREA DISTURBED BY DEMOLITION, - I ,�� ` _ _ _ -- - $ INSTALL 2.500 GALLON SEPTI TANK, - ;I I I I I Y CLEARING. GRADING, EARTH-MOVING, OR / los '/' �- - 7.•o SEE SHEET-C-4 DETAILD-9 '/ I I1 ,I�u,rz B. CONTRACTOR TO N RESPONSIBLE FOR ME PROTECTION R ALL ERS DES MONUMENTS AND OTHER SURVEY I - �� I / \ • I I Ix , P°ii�m '0'011 EXCAVATION OPERATIONS STALL 8E MINIMIZED AT MARKERS DURING CONSTRUCTION. ALL SJd/ MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL /41 - I ALL TINES. BE REPLACED AT CONTRACTOR'S EXPENSE. /(,ft / • a--I .App /. / \ H � ` -- _ �P _ ANsrau o1sTRIBIinoN eox 6. PORTIONS OF THE CONSTRUCTION STE TO 7, ALL PERMITS NECESSARY FOR THIS JOB ARE TO BE ACQUIRED BY THE CONTRACTOR. 'I `\ i - /, - 277 M 0 /.Dow' REMAIN INACTIVE LONGER THAN A PERIOD OF J I ' ' s� ,' MONTHS SHALL BE SEEDED AND WATERED UNTIL VERTCAL B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. 1 \ •F/ /'--t`: END OF CRASS CDVER IS GROWN. ! 1 \ - 9. TRENCH SHEETING SHORING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING AND JACKING PIT I • - '1 ` - / // / I / _� \ \ t,:.` r°I _ 7. ALL S F SITE ROADS SHALL BE PAVED AS ' . / SOON AS FEASIBLE OR WATERED PERIODICALLY OR. FIVE FEET OR MORE IN DEPTH. STORING SYSTEM SHALL CONFORM TO THE LATEST EDITION OF ME STALE DIVISION I \ . \ // / / INSTALL B' FREE RISER OF INDUSTRIAL SAFETY CONSTRUCTION SAFETY ORDERS SECTIONS I539-1542 PURSUANT TO STATE ASSEMBLY . 1 \ _._..............` / / AND CLEC( VALVE,PER CHEMICALLY STABILIZED. _ - --- _ '= REPUCEMENT ABSORPTION BILL NO. 130 DATED OCTOBER 2, 1973 AND CAL OSHA STANDARDS. 1 // / - RG. FIRE SuPPRESION DESIGNER 1 'TRENCHES EACIH A7 100' IN 8. THE APPUCANT SHALL MINIMIZE 10. IF, DURING GROUND DISTURBING ACTIVITIES ANY BONES, POTTERY FRAGMENTS OR OTHER POTENTIAL CULTURAL II LEA i 1 `� II : INSTALL TRENCH PIEZOMETER AT I LENGTH AND 3' IN WIDTH. / % _ �\ I." / / na ,) I `^`ev,.•IlSsw CONSTRUCTION-RELATED EXHAUST EMISSIONS BY RESOURCES ARE ENCOUNTERED. ALL WORK SHALL CEASE WITHIN THE AREA OF ME FIND PENDING AN EXAMINATION 'I : 6°0n"� • I , DISTAL END OF TRENCH (TYPICAL) INSTALL TWO ABSORPTION TRENd1E MAINTAINING CONSTRUCTION EQUIPMENT ENCINES IN 1 1 �� / 1 EACH AT 100' IN LENGTH AND_3'-IN! GOOD CONDITION AND [NON NNE ACCORDING OF THE SITE AND MATERIALS BY A PROFESSIONAL ARCHAEOLOGIST. THIS PERSON YWLL ASSESS ME SIGNIFICANCE I / , , T' / r \ 1 N OF THE FIND AND PREPARE APPROPRIATE MITIGATION MEASURES FOR REVIEW BY THE PLANNING DIRECTOR. ALL I / ) , 1 / \ I WIDTH. SEE SHEET C-4'DETAIL D-B / / I " I, I TO G SEASON (M YS SPECIFICATIONS AND CURING MITIGATION MEASURES DETERMINED BY THE PLANNING DIRECTOR TO BE APPROPRIATE FOR MIS PROJECT SHALL BE II [w les y� 1 / - SMOG SEASON (NAY MRQUCM OCTOBER) 0Y NOT IMPLEMENTED PURSUANT TO THE TERMS OF THE ARCHAEOLOCISYS REPORT. j ""G u"L 1°"" ,I'r / I I 1 . i \\ _ PROPOSED r \ I ! ALLOWING CONSG PERION EQUIPMENT To BE LEFT , ! _ DISTRIBUTION FACILITY / I \ I I IDLING FOR LONG PERIODS. 11. EXISTING FACILITIES IN CONFLICT WITH IMPROVEMENTS ARE TO BE RELOCATED OR ADJUSTED 70 GRADE. t •' / 1 -•��� I \ �- - / I 1 [I `^` \ 25,000 SO. FT. I _ 9. ALL ON-SITE VEHICLES SHOULD BE LIMITED TO /H /' 1 I ` \ F.F.E:207.50 REVISONSCOFIREGSNALL BSE PROM Y gUBMAND OMISSIONDI TED�ED CUCOUN�ENfiNEER FORUMPROVCUEST, ANY-REOUI�D PLAN `1 12. CQUNtt OF BUTTE APPROVAL OF PUNS DOES N07 RELIEVE THE CONTRACTOR FROM XIS ER RESPONSIBILITY `._` _, ` - _/- 1 - �' I 1 ' / I I I "�mo.4 _ -_�_ \ ui1Es'Iro rs[MLa � A SPEED OF IS NPH ON UNPAVED ROADS ( ) 1._.................................._•-• , 10. RE-VEGETATE AND/OR RE-PAVE EXPOSED 1 I a0- SURFACES. THIS SHALL BE COMPLETED AS SOON 13. LOCATIONS AND DEPTHS OF DUSTING UTILITIES ON-STEAND OFF-SITE) SHOWN ON THESE PUNS ARE AS POSSIBLE TO REDUCE COST EMISSIONS. ME 1 �__._.__ ; I. •Q I / / --- I �/ I X� e,.l[sw°' APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXIS7ANCE.. LOCATION. AND DEPTH OF ALL UTILITIES PRIOR TO '('� I I - 0 'hX-mOSOm �_ I PER DE I YARD DRAIN I DUST SUPPRESSION PLM SHALL BE SUBNI77ED 70 LANDSCAPE DEPRESSION 1 // L / I CONSTRUCTION. - BTM EL 201.50 TIL ! / _ -- , ,_ _ I / I ME COUNTY OF BUTTE FOR RENEW AND I 1 • 1' ! _---2PF_--_ � / PER DETAIL. 0-4 TW ,I 1 APPROVAL PRIOR TO ISSUANCE OF A GRADING 14. CALL BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS AT 530-538-7881 TO SCHEDULE INSPECTION AT LEAST I I I INET PREVENTEA 1 `\I r `mss_ 11 / I / - PERMIT. � � . \ -- _ 22 tr o 0.mw' FLO 24 HOURS PRIOR TO CONSTRUCTION. I I I' INSTALL B• BACK 1 se m ! - _--�- \ �' / 11. POST A PUBLICLY VISIBLE SIGN VIM THE - I I I I I 11 \ I�' (" TELEPHONE NUMBER AND PERSON TO CONTACT - - - - _ , _ _ -'� REGARDING OUST COAPLAINIS, THIS PERSON - / / /� I - CONNECT TO EXISTING I � /! / '� � --��� � �-'- -�^�� yp0 / , I I s •, v o aaao'A+T L _AnON POND SHALL RESPOND AND TAKE CORRECTIVE ACTION FUTURE ROAD IMPROVEMENTS /' B' WATER WITHIN 24 HOURS. - ppp �- >e -/ INFILTRATION SWALE--1 iYP + _ BTM EL: 202.00 - - - - -'°'- INFILTRATION TRENCH, / / I / _ _ _ _ _ _ _ _ - --- � SEE DETAIL, D-6 / _ / I �._._............ _..._............. _._ - i IA . I / _ - -- - -- -\�b -�--_ _ - - - - - - --r -_-tx-Tl•'-T j O m4 r°Kv[xr �EX W WATER MAIN I - E=-0 E H •" -pa- T -- , '§� ���..... I .ASAP Jn I E _ - -- 1ra+M�m;.uery U - E% 9' WATER A(AIN I ! 1 • .S. �..R.. � . lir. ' „ .�i,�,r .. .. ., - _ ..... _ ..._- J JtIQ[", _ "'C' . _a ,..m'rwC°_ •' - - -- - _ _ _ _ _ _ _ - _ - - - _ _ _ - ._ - _ Y/�SY•CCLF/////•f////////////J/"6Y////////%%//////i i,.a. _ - - .- .__._.._-.____..._._!_._.__._ .... _3.......... _ _ _ QZ$� F- _ -�� �• 1 _ _ _ - _ - -• `• .... _ _ .._ -E% FIRE HYD �' � � � - / M' r,Ttvun �d➢E I -..-.........-.................................................................................. __.. - �'�� SPEEDWAY AVE ............................................... ................................... .................................................................................................. -:1..__.......T................................................... __ - --- _ x -r[.4 _ _ _ ren ma r.Ka.r O [s n W FUTURE ROAD IMPROVEMENTS ' ` `� `•.l �'� � � � ,��'@� r '�'@ m ®%'"��®m'�" ...._ _ _ , r' : e \ _'__...___''/ _ ..• • / yP.H2O I FUTURE ROAD IMPROVEMENTS �J' �TI �\ F = Designed: Revision Date By GRADING AND DRAINAGE PLAN C-2 EE 2 Rnns hSftr 111 MISSION RANCH BLVD SUITE 100 Drawn By. JRL Chico, California 95926 MODERN BUILDING �Nw11.,v Approved: Civil Engineers-Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 3083 SOUTHGATE LANE CHICO SMUCKERS EXPANSION T OF rA`7 CHICO, CALIFORNIA - Job NuTbw scale Date: 6-23-08 Chico, California Web Site: www.northstareng.com 0&-044 r 40' A meet 2 Of 6 ., r r i i . � '� t f i j � ... _ � l � � • � � i i � � 1 s � . � t r } i � � \ t i' , ` ' � 1 t ' ,, . � ` i f � i ` � �I C A TYP/CAL S/L T FENCE /NSTALLA AON B T>P/CAL STRAW WADDLE /NSTALLA AON NOT TO SCALE NOT TO SCALE FILTER FABRIC STAKE (S' O.C.) ALLOW SAT TOE OF STRAW WADDLE rTOOFOR SEDIMENT ALLOW Y --\ -S' AT TOE OF 1 STAKE / TO AC ACOUNUUTE SLOPE FOR SEDIMENT \ TO ACCUMULATE ` 5 2 To s 3 7' SEDIMENT H •NATIVE SAL _ I STAKE 243 48.3 GRAVEL BACKFILLl _ --------------------- 4'-T—OV STRAW WADDLE C TM/CAL SXT TRAP AT CATCH BAS/N (PRE—PA V£) D I TYP/CAL CONCRETE WASHOUT DRAIN ROCK NOT TO SCALE NOT TO SCALE *DRAIN STAKE PERIMETER W/ 10 Ma PLASTICECU k FLAGGING,SECURE LINERLININGSANDBAGSATTOPEDGESUBGRADE4' NTN. BELOW FLON INE DIEARTHEN DIKE 'L AT RONT @ BOTTOM IDES OF DI NOTE: 1. DIG PIT LARGE ENOUGH TO CONTAIN WASHOUT FROM TRUCKS. 2. INSTALL 24'.48• 'CONCRETE WASHOUT" SIGN NEAR WASHOUT. J. IF POSSIBLE. PUMP WATER BACK INTO TRUCKS FOR REUSE 0. ALLOW WATER TO EVAPERATE AND REMOVE SETTLED. HARDENED CONCRETE TO PROPER LOCAL DUMP SITE. (SEETYPICAL SILT TRAP FOR POST CURB. GUTTER5. ALTERNATE WASHOUT TYPES AND DESIGN MEETING REGIONAL WATER AND SIDEWALK CONSTRUCTION) OUAUTY CONTROL BOARD STANDARDS ARE ACCEPTABLE - E TYP/CAL S/L T TRAP A T BACK OF CURB F TYP/CAL S/L T TRAP A T CA TCH BAS/N (PA wD) NOT TO SCALE NOT TO SCALE GRAVEL OR SAND BAG 12' MIN FILTER FABRIC - SID LK 12' MIN - 3/4' DRAIN ROCK 4} secnoN A 2' MIN 4 MIN - Q PAVED STREET �•• QUTTR PRIOR TO BUILDING / LANDSCAPING COMPLETION GRAVEL BAGS AND DRAW ROCK ARE TO REMAIN UNTIL BUILDING IS COMPLETED. BEST MANAGEMENT PRACTICES IT I CONSTRUCMN FENCE .. --- - -- 1 NO DISTURBANCE AREA. � M > r'(%� I � � f � 1 �\--'--'-�4-\�\---� (� -•fit• '1' - � � \ � / FENCE AND PROTECT ROM1-\ `. ` ..../ I + •�,�' - b�/ / / CONSTRUCTION ACTIVITY N w40' —.— m /jam.. _ \ �`•-•__..-:: �= W w — — — ..........................................\ .. Am w N �du... ILII III / I rJ 1 r \ I ill I I I III Ili I I � LEGEND � I I I� � 1; I � j llllli' Lill ll Vie\ � lil IIIIII 11. . 1 .. - - - - - - - LIMITS OF STURBED 1 / / CONSTRUCMDC AREA 1 1? / / O 11 1. II,I \ I: I •I I I 1B' ''j •1 HIFHHkH(+H+HHHI+ STRAW wADDLFI} 11. j SILT TRAP AT (CATCH BASIN 25' MAX NO DISTURBANCE AREA. —•—•-- SILT FENCE Ili I 3 / IUATIVCCOSSTRC71ONCITCONSTRUCTION ON FE\ 1 . FE RI AREA DISTURBANCE AREAFENCE AND PROTECT FROM cONsmucnoH Acnwn 40' MAX it ICS % I / _ nwulz. vawa 1 t 11 1lj .•}ll ,/ 1 ...................r / ........._...........-. ( �,-_ 1 i l I \ u- ' I .1{1\ •..—t�,��-1--1----�1� lam• ITT T-- 1 I 4 INSTALL SILT TRAP 1' / - PER DETAIL I II� I III \ 11 r 1' %I TREE PRESERVATION NOTES: ; I i. }� �_. " L 14; L PRIOR GRUBBING. �APPIIINNGG OR gGSRAADINNG Cn E n�+TRACTOR SHALL ARCLE�RnNIaE r III 1' \ PRFfCONSTRIUCTION (PRE -GROUND DISTURBANCE) SITE MEETING NIM SRBAN / 1 "� / FOREST MANAO0RR PRE-GROUND CONTRACTORS CERTIFIED ARBORIST, AND ITHE /SUPERVISING CanRACTORS/SUBCONTRACTORS. THE PURPOSE OF THEEPRE-00 TRUCTIGN 1 1 1 1�� / FOREST MANAGER THATEPROTTECTIVE NG INCLUDES GASURES (SUCHTIAS BCONSTRUCnY THE IOH i� I I(�•lM / ,� \ \\ \\ I� sf / FRgNC) AND LOCATION AND POSITIONING OF THE EXCAVATOR• HAVE BEEN t NOTE: --, IMPLEMENTED AR D TAE TREE INCLUDING THE OMP UNE 1 ,.. 2. CONSTRUCTION E DN A TREE PROTECTION BARRIER SUCH S DO NOT COMPACT STORM GRAIN INFILTRATION _ _ / 017II1 / \ I 1 AREA: KEEP HEAVY EQUIPMENT OUT (TYP) _ / CONSTRUCTION FETHET SHALL D ERECTED TO LIMIT ACCESS TO THE TMi1M r' - _ _ - _ _ _ - - / AND CANOPY OF THE TREE, AND TO PREVENT ROOT ZONE SOL COMPACTION. / NOT TO SCALE 1 j -.- / _ - - - 3. ALL PRUNING O TREES, RE PREFORME(1 UNDER TXE _"' WEON OF1 a ✓ b f THE CONTRACTORS CER11F'(F.D ARBOR VE ATTR E PARENT NOTA THE UpRAN�'Ii�T I ; (BMP) 1HE METHODS USED FOR BEST MANAGEMENT PRACTICES (GYP'S) ON THIS PROJECT ARE AS ��`-`�-m.---j FOREST MANAGER, SO THAT ALL BRANCHES THAT MIGHT BE DAMAGED BY \ <. �¢°•O•`� I - I n $HONK ON THESE PLANS ARE AS FOLLOWS: - l _ _ ] CONSTRUCTION EOUIPMENT-ARE REMOVED TO THE PARENT STEM. 'y I I I r - - - _ - - - �� I 1 I ' T POST PLACED b / , - E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4. THE ROOT ZONES THAT- ARE TO BE IMPACTED BY CONSTRUCTION. AND I. PRIOR TO ANY DEMOJTION OR GRADING A CONSTRUCTION FENCE STALL BE ESTABLISHED AROUND 6' O.C. (TMP) /�; .._Sr"' E_=----- / SPECIFICALLY THOSE. HAVE CUTS NEAR TIHEM THAT N1LL REQUIRE ROOT I I I li THE PER TO PREVENT UNAUTHORIZED VEHICULAR ENTRY. - - , \ I PRUNING AROOTS BE PNEUMATICALLY EXCAVATED TO EXPOSE ROOTS AND 2. ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE COUNTY OF BUTTE STANDARDS AND THE TEMPORARY ' ^� C.� J:J THEN THE ROOTS ARE TO BE HAND wPRUUN CED. (SEE ROOT PRUNING NOTES EROSION CONTROL PLANS SHOWN ON THE CONSTRUCTION DRAWNCS. ORANGE FENCING '� `�.I I I , BELOW) I \\ \\\ J/ I Ii 3, INTERN EROSION CONTROL MEASURES MAY BE NEEDED AND SHALL BE INSTALLED DURING CONSTRUCTION TO ASSURE ADEQUATE EROSION CONTROL FACILITIES ARE IN PUCE AT ALL TIMES.�" / x ¢ C ALL MULCH MAY BE STRAW OR RICES. ALL MULCH SHOULD BE USED WITH A TAC IFIR. I I 1 \ \, /, 'r ` /� •. / / / / / _ �Klk� _ ` / .1 I \ \ \ - - j ;, j ................. . S, ALL SANDBAGS MAY BE GRAVEL OR SAND FILLED SACS UNLESS SPECIFIED DIFFERENT. ,. _ _ - I I I - . - _ . 1 i /� NO OISNRBANCE AREA. ' v .. I` FENCE AND PROTECT FROM / / R. ALL SLOPES WITH DISTURBED SOLS GREATER TMAN 104 THAT ARE REE OF VEGETATION SHALL CONSTRUCTION ACTIVITY '\ --- •J +'• HAVE EARTHCUARD APPLIED OR MULCH SPREAD AND TACKED DOWN PRIOR TO A 304 CHANCE OF RAIN. 7. DUST CONTROL MEASURES IN THE FORM OF WATER APPUCA71ON TO ALL EXPOSED SOIL SURFACES TO REVERT THE TRANSPORT OF SOL FROM EXPOSED SURFACES ON CONSTRUCTION SITES IN THE FORM OF AIRBORNE PARTICULES WATERING OF EXPOSED SOIL SURFACES SHALL OCCUR AT LEAST TIKE OILY. PREFERABLY IN THE UTE MORNING AND AFTER WORK IS DONE FOR THE DAY. CRAgNG. EARTH MOVING OR EXCAVATION ACTIVITIES SHALL CEASE NAR WINDS EXCEED 15 MPH �I AVERAGED OVER 1 HOUR. i' I 14' B. TO MINIMIZE THE TRACK OF MUD AND DIRT AND TO STABILIZE THE PONT W INGRESS/EGRESS BY CONSTRUCTION VEHICLES THE CONTRACTOR SHOULD PUCE 4' TO B' ANGULAR ROCK WITH A . • 1 ! .' 1 / \ .,n it �°n""W �' �. _cl' i •-•-• MINIMUM DEPTH OF 18' IN CONJUNCTION WITH AN UNDERLAY OF FILTER FABRIC. ANY SO.L MATERIAL - I I""'--_......................._..........•.� / ( ro / 1 Il I I CARRIED ONTO STREET SURFACES BY CONSTRUCTION EQUIPMENT SHALL BE REMOVED ON A DAILY 1 ( » i '• • i01p / / / // 1 / I I I BASIS. (BROOM CLEAN DO NOT USE WATER TO WASH THE STREET) CONSTRUCT 20'.80' ROCK ENTRANCE I 1 i � - � i / // - �'. / '�� / I \ : 1 I I x i B. ALL ROADS SHALL 8E PAVED AS SOON AS FEASIBLE OR WATERED PERIODICALLY OR CHEMICALLY OF 4' TO B' ANGULAR ROCK 12' MIN I � p --�--'-�� � -`+, ! � \ ` - J' - I J STABILIZED. - DEEP. INSTALL WHEEL WASHERS AND / _...r-•_'-"- ----' m '1 10. HAUL TRUCKS SHALL BE COVERED WITH TARPAULINS OR OTHEREFFECTIVE USE PRIOR TO LEAVING SITE (TMP) 1 V 11 - ,• •'� ,I� M/, I I• j 1 I I p COVERS AT ALL TIMES - 1•.•.��,.._............................. •� •..._.._ 11. IF THE CONSTRUCTION E SITE IS i0 Y APP INACTIVE LONGER THAN 3 MONTHS FENCE N D P O: AREA. THEN THE UNTIL SHALL BE STABILIZED BY APPLYING 'EARTH GUARD' OR SEEDED AND / I \ / CNS AND PROTECT ROM WATERED UNTIL ORA55 COVER IS DROWN. PER DETAIL TRAM , A I E\ �� ` ' . R - - ,o - I\11 r•A'r, / % / 1 I �CONSTRUCnOH ACTIVITY II 12- INSPECT SEDIMENT CONTROL DEICES BEFORE EACH STORM TO VERIFY THEY - - �/ I `\-" - - 1 ._.�`., III 1 -.Gd / r KIr a....._.__......_. .............._........_ /._. _nom--- \ 1 t \',— ARE IN PROPER ORDER. INSPECT THE EROSION CONTROL MEASURES AFTER EACH - I... `_..............,�...._....... _ ..,.._......m::�+`�( ! � _ _ _ _�. 1 STORM. REMOVING COLLECTED SEDIMENT AND REPAIRING DEFICIENCIES. "'—�-�-- �_p-- — • .•�gX� — —../3� - I / IX ma r•gp1�J V) B' WATER MAIN I .� ��EX-DHSR.• -.-_ _ 13. DURING LONG PERIODS OF RAIN AND RICH INTENSITY RAINFALL EROSION �' �: - E IN CONTROL MEASURES MAY BECOME CLOGGED. EXTREME CARE SHOULD BE TALAR TO �.. .. CIEAN EROSION CONTROL MEASURES TO REDUCE FUGITIVE DISCHARGE AND -`.. •• - ."'mp..c-�''c d - 4 - o- 2 _- - _... POTENTIAL FLOODING. - O -'-�... i - _...,� ,-- "' d'aac,.. :_saw _—.:"'"'__>:: y -- — - •v 9A2 \'--- - —' -- ------- - ` 1'=,� _T _cT.... � - - - .._ __.�_......._..............._.._......._.._ .._..._..-i. .... - __ 14. KEEP A LOC NIM RECORDS OF ALL INSPECTIONS AND ACTIONS TAKEN TO 1 INSTALL SILT TRAP `• +`'r / PER DETAIL - H INSTALL SILT TRAP PER DETAIL CORRECT O MODIFY THE AND AC71 CONTROL PUN. NOTE ALL FAILURES OF THE - - -` - - - - - "_- ..- ._.• ,� - EROSION CONTRA. PLAN AND THEINS TAKER TO CORRECT ANY F DISCHARGES. _ - - _ �` ' FAILURE TO DO 50 N1LL PUT THE EROSION CONTROL PIAN OUT OF COMPLIANCE I - — - - - - - — - _ _ _-_ - - — — - - - --- - - - - - - - - - - r _ - _ ' -\ '- - - _ ....-..-...._. -- .m.v- - z ___-- =�� - --- _ __ SPEEDWAY AVE A,. T .. .. �. � — �:�... :cam—. ^�zA�zR•®®—m.�—+ a.a �._: y � 1 / Designed: Revision Date BEROSION CONTROL PLAN C -3y MODERN BUILDING -� •2 ����, � RMS USN" 111 MISSION RANCH BLVD SUITE 100 - * Drawn By: JRL Chico, California 95926 OF'"I` 'V. Approved: Civil Engineers..Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 3083 SOUTHGATE LANE CHICO SMUCKERS EXPANSION °� `L CHICO, CALIFORNIA Nw�eT r- 4a scene Care: 06-23-08 Chico, California Web Site: VVWw.northstareng.com sneer a Of s � veli 0 1 D-1 I TYPICAL HANDICAPPED PARKING DETIAL.S RAMP SLOPE NOT TO PROVIDE 1/4' WARNING EXCEED 8.33X OR BE GROOVES FOR V LESS THAN 6.6711 AT TOP OF RAMP CONCRETE CONCRETE SIDEWALK SIDEWALK GRATE PUN PEDESTRIAN UGHT-DUTY 8' PLASTIC GRATE NYLOPLAST 6' HINGED GRATE OR APPROVED EQUAL INSTALL PER MANUFACTURERS SPECIFICATIONS PLAN Ii i SLOPE SLOPES ANY DIRECTION IN HANDICAPPED STALLS OR LOADING AREA NOT TO EXCEED 2X MAX •12" CONTRASTING LETTERING (WHITE) UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES N07 DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR DISABLED PERSONS WILL BE TOWED AWAY AT OWNERS EXPENSE. 70WF0 VEMCLES MAY BE RECLAIMED AT MS�PO�CE i��W�ND^OT THE ABOVE TOW AWAY SIGN SHALL BE POSTED AT A CONSPICUOUS PLACE AT THE ENTRANCE TO OFT -STREET PARKING. NOT TO SCALE NDg THE 70 SO. INCH ACCESSIBILITY SIGN SHALL CONSIST OF A PROFILE NEW OF A WHEEL CHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND. AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" SHALL BE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY AT EACH SPACE TO THE LEFT OF AN 8' OR LARGER LOADING ZONE. SIGNS SHALL BE MOUNTED ON POSTS AND BOTTOM EDGE SHALL BE A MINIMUM OF 80" ABOVE ADJACENT WALKING SURFACES D-2 I TYPICAL ON-SITE CURB DETAIL 1' R.(•' 6' R-1' tA 8' G8" 7 6' WRACAL CURB NOTES: 1. INSTALL I" WIDE EXPANSION JOINTS AT 48' MAX. INTERVALS AND b" SCORED CONTROL JOINTS AT 12' MAX INTERVALS ON ALL CURBS. NOT TO SCALE EXTRUDED 18" CONCRETE CURB *CL2 VED EQUAL ASPHALT CONIC. 6" SUB GRADE AND AGGR. BASE ALL FILL COMPACTED TO 95 X REL DENSITY D-3 I TYPICAL oN-SITE SIDEWALK DETAIL al FRir 70 SO. INCH ACCESSIBILITY- / 4' MIN D-8 INFILTRATION TRENCH SIGN (SEE NOTE) (VAN v D-7 NOT TO SCALE ACCESSIBLE) Z 1.2' NOT TO SCALE 3.4 2.8 Z.B.1.9 o NOT TO SCALE 4S' ELL 2 4 eo 1.8 I.S STRIPES O HAND WHEEL 8' B" 0 DUCTILE TION PIPE - IL 1' 36' O.C. NAIVE FILL TEE W 8 WTLET FEDERAL HANDICAPPED (BLUE) SHUTOFF VALVES PLUG OR END ACCESSIBILITY SYMBOL 24 TEDKTO COMPACTED TO SIS% R.D. 90' ELL STENCIL (BLUE) 2.8 2.5 EQUAL) NSI TM FACTORY INSTALLED BY-PASS METER ASSEMBLY. 8" FIRE DEPARTMENT RISER (SEE .S' L B'-0' MIN. e'-0' MIN. 'i VAN SPACE p05T INDICATOR VALVE PLUMBING PLAN FOR LOCATION)F' 5'-0' MIN. PER PLAN VIEW CAR SPACE D-4 TYPICAL YARD DRAIN DETAIL GRATE PUN PEDESTRIAN UGHT-DUTY 8' PLASTIC GRATE NYLOPLAST 6' HINGED GRATE OR APPROVED EQUAL INSTALL PER MANUFACTURERS SPECIFICATIONS PLAN Ii i SLOPE SLOPES ANY DIRECTION IN HANDICAPPED STALLS OR LOADING AREA NOT TO EXCEED 2X MAX •12" CONTRASTING LETTERING (WHITE) UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES N07 DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR DISABLED PERSONS WILL BE TOWED AWAY AT OWNERS EXPENSE. 70WF0 VEMCLES MAY BE RECLAIMED AT MS�PO�CE i��W�ND^OT THE ABOVE TOW AWAY SIGN SHALL BE POSTED AT A CONSPICUOUS PLACE AT THE ENTRANCE TO OFT -STREET PARKING. NOT TO SCALE NDg THE 70 SO. INCH ACCESSIBILITY SIGN SHALL CONSIST OF A PROFILE NEW OF A WHEEL CHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND. AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" SHALL BE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY AT EACH SPACE TO THE LEFT OF AN 8' OR LARGER LOADING ZONE. SIGNS SHALL BE MOUNTED ON POSTS AND BOTTOM EDGE SHALL BE A MINIMUM OF 80" ABOVE ADJACENT WALKING SURFACES D-2 I TYPICAL ON-SITE CURB DETAIL 1' R.(•' 6' R-1' tA 8' G8" 7 6' WRACAL CURB NOTES: 1. INSTALL I" WIDE EXPANSION JOINTS AT 48' MAX. INTERVALS AND b" SCORED CONTROL JOINTS AT 12' MAX INTERVALS ON ALL CURBS. NOT TO SCALE EXTRUDED 18" CONCRETE CURB *CL2 VED EQUAL ASPHALT CONIC. 6" SUB GRADE AND AGGR. BASE ALL FILL COMPACTED TO 95 X REL DENSITY D-3 I TYPICAL oN-SITE SIDEWALK DETAIL al FRir D-5 TYPICAL 8' DOUBLE CHECK / FDC + PN CONNECTION D-8 INFILTRATION TRENCH ROCK p -m j A B D-7 NOT TO SCALE 2.1 1.5 Z 1.2' NOT TO SCALE 3.4 2.8 Z.B.1.9 1.5' NOT TO SCALE 4S' ELL 2.9 2 1.8 I.S INSTALL CJ.A-VAL ODSLY DOUBLE HAND WHEEL 8' B" 0 DUCTILE TION PIPE .7 IL 1' NAIVE FILL TEE W 8 WTLET CHECK DETECTOR ASSEMBLY (OR SHUTOFF VALVES PLUG OR END 4 2. 24 TEDKTO COMPACTED TO SIS% R.D. 90' ELL �r p 2.8 2.5 EQUAL) NSI TM FACTORY INSTALLED BY-PASS METER ASSEMBLY. 8" FIRE DEPARTMENT RISER (SEE .S' MIN HOLE PERFORATED STORM DRAIN SIZE I�gll® �9iI p05T INDICATOR VALVE PLUMBING PLAN FOR LOCATION)F' 2' PER PLAN VIEW 3130 VERONA AVE INSTALL TAMPER BU D. CA 30318 PHN (770) 932-2443 FAX (770) 932-2480 SWITCH 8' CHECK VALVE GED -TEXTILE FILTER FABRIC FULLY WRAPPED AND OVERLAPPED 24' AT W.ntloplcxl-us.com 3• TOP. WMA) 36'MAX 24• MAX _T1en=_ Tc==MAW _ - girm jr 1/4'taq 2.0% TYP 1/4' R. -te4 TIRICK CONCRETE 5 I; I IIF ISI fl-""'' 2" THICK SAND CUSHION COMPACT 6' SUBGRADE TO 95X RD. 1. INSTALL SCORE LINES AT INTERVALS NO LESS THAN THE WIDTH OF THE SIDEWALK. EXPANSION JOINTS SHALL BE INSTALLED AGAINST ALL ADJACENT CONCRETE FEATURES AS WELL AS ALL RETURNS A AT INTERVALS NO LARGER THAN 48'. 2. LONGITUDINAL SLOPE NOT TO EXCEED 5X, TRANSVERSE SLOPE NOT TO EXCEED 2R TYPICAL TRANSVERSE SLOPE SHALL BE 1.5R SLOPES ON LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. BLOCK DETAILS THRl.F9T BLOCK BCHEll=IULE PIPE SIZE FITTING SOFT CLAY n-4 A B SOIL T PE SAND 0- wJ A B ROCK p -m j A B PLUG OR END 3 2.2 2.1 1.5 Z 1.2' 90' ELL 3.4 2.8 Z.B.1.9 1.5' 6" 4S' ELL 2.9 2 1.8 I.S 22 1 2' ELL .7 IL 1' TEE W 8 WTLET PLUG OR END 4 2. 2.6 2 90' ELL 4 3.7 2.8 2.5 2' 8" W*%ELL .S' 1' TEE W e WTLET NOT TO SCALE NOTES: NOT TO SCALE 1. ALL THRUST BLOCKS SHALL CONTAIN 6 SACKS OF CEMENT PER CUBIC YARD. 2. CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. 3. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL 4. THRUST BLOCKS ARE DESIGNED FOR A MAXIMUM OF 200 PSI WATER PRESSURE S. FORMS ARE REQUIRED ON ALL THRUST BLOCKS AND ARE TO BE SUPPLIED BY THE CONTRACTOR. ALL FITTINGS TO BE WRAPPED WITH POLYETHYLENE PRIOR TO POURING THRUST BLOCKS ORM \\/�\�\ /��\ �• 1� 30'MIN. TO FIRE 6' wASHEO OR IN ROCK 19" MIN MIN 2 MIN. TO 4' MAX. All /\ FROM WATER COMPACTA SOIL MAIN y� \:�•�' YS M NOTES: B _ NYLOPLAST �/ / L'','.•.. EARING 6PIPE INLINE 1. \�'�'��- 1. IF GROUNDWATER IS ENCOUNTERED DURING ? SURFACE _ DRAIN // / /\/ BACKFILL MATERIAL SHALL BE CRUSHED Sr" GATE VALVE THRUST BLOCK (TW) I I CONSTRUCTION OF ABSORPTION TRENCH, CONTRACTOR 3. TRENCHES SHALL BE CENTERED HORIZONTALLY f-VAIRES--i' ON PIPE.. H '' STONE OR GRAVEL MATERIAL MEETING SHALL IMMEDIATELY CONTACT NORTINSTAR ENGINEERING. mN CLASS 1 OR 2 AS SPECIFIED IN ASTM NOS' 4. STORM GRAIN LEACH TRENCH SHALL COMPLY ` =a •A• B" 6" CORRELATED PIPE D2321. BACKFILL MATERIAL SHALL BE I- INSULATE ASSEMBLY FROM FREEZING UTILIZING FIBERGLASS BLANKET AND JACKETING PER SECTION 15750 2. INFILTRATION TRENCH SHALL BE INSTALLED ON ALL WITi COUNTY IMPROVEMENT SM 5-38. 4. I LENGTH VARIES 2- ALL PIPES AND FITTINGS - DUCTILE IRON PIPE AND FITTINGS FLANGED VAIN GASKETS ONSITE SO PIPE AS SHOWN ON THIS SHEET. H •p• PLACED UNIFORMLY IN I X LIFTS AND ( ) IF HIFIIR IRIHI' COMPACTED TO 90 - 9511 DENSItt. BEAfM 81JRFACE PHOFLE BEND CAP D-8 I ABSORPTION TRENCH (END AND SIDE VIEW) D-9 I 2,500 GALLON SEPTIC TANK VERTICAL 4" DIA PERF PIPE. STD 30" STEEL MANHOLE RING FOR SEE SITE PLANS FOR FILL SOLID PIPE ABOVE FILTER TRAFFIC RATED 24' DIA PVC RISER @ FIBERGLASS GASKETEO UD TANKS LOCATED IN TRAFFIC AREA. MATERIAL AND ROADWAY FABRIC W/ CAP VALVE BOX SLOPE GROUND WITH S.S. UD BOLTS TYPICAL (BOND RISER TO SEPTIC SYSTEM CONSTRUCTION NOTES SECTION AWAY FROM RISER TANK ADAPTER W/ RECOMMENDED ADHESIVE) 1. These plans depict a design for a new sewage disposal system to accept typical domestic sewage �1 waste from the restroom in the proposed distribution facility with a design flow of 375 gallons per �_ _� / /_ V � day. The design base application rote to the soil shall not exceed 1.0 • Y 9 PP gallon per day per square f J I=I I I-1 I I i I �--I C 1 �_� I k =J=f f I- foot. III_�rII T NTI I ! III_ I 2. In order for this system to function properly, all tonks, collection lines, and distribution lines shall -II til- I I -_ II - I be Watertight. Gravity lines shall withstand 40 psi for 30 minutes. The septic tank shall be water FILL MATERIAL I I' I 12• Min -J�L-� 1� TANK ADAPTER (CAST OR BOL FILTER CARTRIDGE HANDLE tested. The water level shall not fall more than 0.5 inches below the bottom of the lid in a -Ti- �I rn f- 1-i I �_ I - I I 24-hour period (concrete tanks must First be saturated). The septic tank shall be set In a bed of (FIELD WT TO DESIRED HEIGHT) LI�Ti =III -ISI I riI I = i i -T FROM BUILDING pea gravel at least eight inches thick. GEO FILTER FABRIC 3. All pipes shall be clean and free of debris. Grommets shall be used for oil pipe penetrations to LIQUIDTO ABSORPTION FIELD ensure a sealed environment. 4' DIAMETER O -- 4. Surface drainage should be directed away from all lids. 8' PERF PIPE. ta,MODULATING DISCHARGE O.C. � O O O ORIFICES w/ VENT 6. Install trench piezometers in the end of each absorption trench. These shalt be enclosed in o FIL1ER CARTRIDGE traffic rated valve box and shall be 4" dia. perforated pipe extending to within 2' of the soil t8' - 3/a' - 1 t/2" DIAD` O BAFFLE wpLL Interface level and shall be solid pipe above the trench level With o screw cap. WASHED DRAINROCIG - PORT VAULT INLET PORTS 7. Material Specifications: ' O I - Septic tank shall be pre -cast concrete manufactured by Jensen Precast or approved equal. The 2• .. tank will hove a total capacity of 2,500 gallons. The lank shall be one-piece construction and shall be water light. \\ ORENCO MODEL FT0694-36 8. The contractor shall coordinate all construction with the owner or the owner's representative and 36" ;�;, Butte County Environmental Health (BCEH). BCEH shall make all necessary Inspections to Insure the • A PIEZOMETER SHALL BE INSTALLED AT THE:2 construction of the sewage disposal system Conforms to BCEH standard specifications and these •ABSORPTION TRENCHES SHALL 8E INSTALLED W NAI -. VE SOIL. END OF ALL NEW ABSORPTION TRENCHES. TANK IN A BED W PEA GRAVEL (8' MIN)' plans. The system layout a9 Shown On this Ian i9 CARE SHOULD BE TAKEN IN PROTECTING ABSORPTION TRENCHES Y9 yo p approximate and may be altered only with the WHILE COMPACTING FILL MATERIAL OVER THE ABSORPTION FIELD.WATERTIGHT JENSEN PRECAST JZ2500 OR APPROVED EQUAL approval of BCEH and the Engineer. NOTE: VERIFY ALL TANK DIMENSIONS WHEN ORDERING TO ENSURE PROPER VAULT SIZING YpOFE99l _�\ m Designed: RMS r * � * Drawn By: RMS �ov". �v Approved: OF CIA, 11t� Date: 06-23-08 Revision Dale By FJw1hSftr i 11 MISSION RANCH BLVD SUITE 100 Chico, California 95926 Civil Engineers -Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 Chico, California Web Site: www.northstareng.com MODERN BUILDING 3083 SOUTHGATE LANE CHICO, CALIFORNIA DETAILS I C-4 CHICO SMUCKERS EXPANSION Job Number I r.4. SCele �A,,,t 4 Of e 08-04a r 208 PROPOSED CL PROFILE 204 -- -0.28% TFUURE ,FLOW -LINE- L � zoo EXISTING PROFILE 12' R- EXISTING PROFILE 16' L - H --=— ry u EXISTING CL PROFILE — W S n • _ - - I ,--- 0.30% '- 208 -- I 1 IPROPOSED FLOW, LINE L EXISTING PROFILE 12' R- b • J - b N 300' LEACH TRENCH m - - 196 to m $ SEE SHEET C-4, DETAIL'D-6 1 .0 m + ci QI +_oG 196 NOl N m _ N. � N O• J •102 • a o N .. 192 ' G w Yf V a H a N N M i O mtMO n Obi < a Mb 6Rrf M a enn ri 2ri ••i n Sri - ri �ri $ri ri 8a $ao �o X00 d o No �o d d U y �N N � N N N + N N N N N N N � N � N N N • 8400 9+00 10+00 11+00 12+00 13+00 14+00 14 20 U 1 i �2os ,. •• ................................ I I 1 I EX FIRE HYDRANT NOTE: VARY SIDEWALK p4- \ _i TO AVOID HYDRANT a - -w-- ----- -- -- _203` 202 — d --w — — — d --w — — II • O' ......�_..._..._...._.._. ----------d_W --_ '- ---'---------_ _._..._............_�-CONSTRUCT ACONLY GRADETO DRAIN _............ 1_1__11.. .._... ..._.__._..._....FUTURE ROAD IMPROVEMENTS PER STD. 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RS-I,CUR S-& _------------- ----- ---- + _ - - ---`I CONSTRUCTEST ROAD SECTION R-200:00- — -_ 8+00 0.10% I - - - 2+00 13+00- �__ '��_ I v .RL=7.490 --- __ CONFORM STA: 8+28.42 i- ,., �— - - - -+ — _ CL_ INSTALL DRAIN INLET, SPEEDWAY LIMIT OF CONSTRUCTION 'u 1 A=2'O. a2 TYPE GO 01 P ' - -- _ -204 S - - - -------- --- -- --........................................ _ I I- -------------- -- 1 l_1111 11'u 1........................ ER STD. S 8 ' 1 CL CL 1 ,,,,,:�.....,,,,:..�,,,.� ,,,, ,,,,,,,,,;,,,,,,,,,„�........,,:,,,,,,,,. ........................................................................................................................................................:................................................................ 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EX PAVEMENT X TO BE REMOVED I I � I DrawDesign ByW°” : JRL Rev°°'8 6y 111 MISSION RANCH BLVD SUITE 100 MODERN BUILDING SPEEDWAY AVE PP 8+00 - 14+20 C=5 Drawn By: JRL i - Chico, Califomia 95926 �I”"gip Approved: Civil Engineers..Surveyors Phone: (530) 893-1600 fax (530) 893-2113 3083 SOUTHGATE LANE CHICO SMUCKERS EXPANSION °A `A``HICO, CALIFORNIA Job Number ' scale °tee 06-23-08 Chico, CaliforniairfWeb Site: www.northstareng.com 08 o T. r -r Sheet s of 6 vert _////2 'HD.EtEERFORATEO/SD P�BE L 300:00' s o.00'/Fr n b • J - b N 300' LEACH TRENCH m - - 196 to m $ SEE SHEET C-4, DETAIL'D-6 1 .0 m + ci QI +_oG 196 NOl N m _ N. � N O• J •102 • a o N .. 192 ' G w Yf V a H a N N M i O mtMO n Obi < a Mb 6Rrf M a enn ri 2ri ••i n Sri - ri �ri $ri ri 8a $ao �o X00 d o No �o d d U y �N N � N N N + N N N N N N N � N � N N N • 8400 9+00 10+00 11+00 12+00 13+00 14+00 14 20 U 1 i �2os ,. •• ................................ 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RS-I,CUR S-& _------------- ----- ---- + _ - - ---`I CONSTRUCTEST ROAD SECTION R-200:00- — -_ 8+00 0.10% I - - - 2+00 13+00- �__ '��_ I v .RL=7.490 --- __ CONFORM STA: 8+28.42 i- ,., �— - - - -+ — _ CL_ INSTALL DRAIN INLET, SPEEDWAY LIMIT OF CONSTRUCTION 'u 1 A=2'O. a2 TYPE GO 01 P ' - -- _ -204 S - - - -------- --- -- --........................................ _ I I- -------------- -- 1 l_1111 11'u 1........................ ER STD. S 8 ' 1 CL CL 1 ,,,,,:�.....,,,,:..�,,,.� ,,,, ,,,,,,,,,;,,,,,,,,,„�........,,:,,,,,,,,. ........................................................................................................................................................:................................................................ 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EX PAVEMENT X TO BE REMOVED I I � I DrawDesign ByW°” : JRL Rev°°'8 6y 111 MISSION RANCH BLVD SUITE 100 MODERN BUILDING SPEEDWAY AVE PP 8+00 - 14+20 C=5 Drawn By: JRL i - Chico, Califomia 95926 �I”"gip Approved: Civil Engineers..Surveyors Phone: (530) 893-1600 fax (530) 893-2113 3083 SOUTHGATE LANE CHICO SMUCKERS EXPANSION °A `A``HICO, CALIFORNIA Job Number ' scale °tee 06-23-08 Chico, CaliforniairfWeb Site: www.northstareng.com 08 o T. r -r Sheet s of 6 vert n 208 G w S v 209 b • J - b N 300' LEACH TRENCH m - - 196 to m $ SEE SHEET C-4, DETAIL'D-6 1 .0 m + ci QI +_oG 196 NOl N m _ N. � N O• J •102 • a o N .. 192 ' G w Yf V a H a N N M i O mtMO n Obi < a Mb 6Rrf M a enn ri 2ri ••i n Sri - ri �ri $ri ri 8a $ao �o X00 d o No �o d d U y �N N � N N N + N N N N N N N � N � N N N • 8400 9+00 10+00 11+00 12+00 13+00 14+00 14 20 U 1 i �2os ,. •• ................................ 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RS-I,CUR S-& _------------- ----- ---- + _ - - ---`I CONSTRUCTEST ROAD SECTION R-200:00- — -_ 8+00 0.10% I - - - 2+00 13+00- �__ '��_ I v .RL=7.490 --- __ CONFORM STA: 8+28.42 i- ,., �— - - - -+ — _ CL_ INSTALL DRAIN INLET, SPEEDWAY LIMIT OF CONSTRUCTION 'u 1 A=2'O. a2 TYPE GO 01 P ' - -- _ -204 S - - - -------- --- -- --........................................ _ I I- -------------- -- 1 l_1111 11'u 1........................ ER STD. S 8 ' 1 CL CL 1 ,,,,,:�.....,,,,:..�,,,.� ,,,, ,,,,,,,,,;,,,,,,,,,„�........,,:,,,,,,,,. ........................................................................................................................................................:................................................................ 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W O b O , 1111.. ..,...,,.�,:�, �,.,, ,.,.�.,..� sat-,':,-::-:,-.-.-:.:.....:::.:............a,......:.:.::::.,:...:..:..:.:.„.,»:,:,:.:,:.....,.:u.i...,,. .,,,,„,�,,,,,,,,,,,,,,,,�,,,, , . ,.,��,,, + + 1111... _ .,...u.,..,,.,,.-,.�, IICMIT FOF CON 1111 o ................................. .... .................................................a 1111. 1111 m......................................................... - .A �3US:TION - b. .......... .............. 1111... ............. ... _ ........ ...............................................................................:� ........ ........ .. ... ....................................................................................... ............. -x v' -- - - -- -- `- 20� - ................................................ °/ O N.. .. ..._....... 11_11 .. .. .. .. _... � \ .. _1111..' ,,. > u - R=200.00 - - - - - - - - •T::., L 14.08 FUTURE ROAD IMPROVEMENTS t� 6e4ti200- 'EDGE PAVEMENT /. ZE �,y `;•� t O............... EX PAVEMENT X TO BE REMOVED I I � I DrawDesign ByW°” : JRL Rev°°'8 6y 111 MISSION RANCH BLVD SUITE 100 MODERN BUILDING SPEEDWAY AVE PP 8+00 - 14+20 C=5 Drawn By: JRL i - Chico, Califomia 95926 �I”"gip Approved: Civil Engineers..Surveyors Phone: (530) 893-1600 fax (530) 893-2113 3083 SOUTHGATE LANE CHICO SMUCKERS EXPANSION °A `A``HICO, CALIFORNIA Job Number ' scale °tee 06-23-08 Chico, CaliforniairfWeb Site: www.northstareng.com 08 o T. r -r Sheet s of 6 vert GENERAL: p Al -1. Ali work on this project shall conform to the applicable code and any other applicable county andlor city codes and ordinances. Al -2 Written dimensions shag be used. Do not scale drawings. Al -3. If information on the plans differs from these notes, the plans shall supersede the notes. Al -4. The contractor shall verify site conditions and their correlation with the drawings and shag bring any problems to the attention of the engineer prior to construction. Al -5. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as /or similar condftiom that areshown or called for and shall be approved by the engineer. 0 Al -6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method or construction. A1.7. Ali dimensions are to race of stud, face of concrete, or face of masonry, unless otherwise noted (U.O.N.). A13. Installation and hook up of all utilities shag be in accordance with applicable codes and the requirements of the utility company. Al -10. Electrical, heating, ventilation, plumbing, air conditioning equipment and other service facilities shag be located or designated to prevent water clamagelinfittration. GENERAL EXTERIOR: A2-1. Refer to site plan for location of building and grading. A2-2 Final grades around building perimeter shall slope away from foundation and shall provide rapid removal of the surface water runoff away from the foundations. A2.3. Roofing shall be installed per manufacturer's recommendations. ENERGY.- A3-1. NERGY:A3-1. All exterior doors and windows shag be weather-stripped. A3.2 All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. A3-3. Exhaust tans and fan systems to have backdraft damper control. 0 A34. Shower heads, faucets. HVAC and water heater equipment shall be certified by the governing state or local jurisdiction, where applicable. A3 -S. All gas appliances shall have an intermittent ignition device. A3.6. Exterior windows, and doors with glazing, shall have permanent NFRC levels attached. Uwalues of doors or windows shall meet the requirements of the energy calculations, where applicable. A3-7. Ducts to be constructed per the applicable code. A3.8. Water heating equipment shag be cerfified by the applicable code. Storage gas water heaters with an energy factor < 0.58 shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R4 insulation. A3-9. Mechanical equipment energy rating: See energy calculations for additional information, where applicable. 6 A3-10. AD windows to be standard dual glazed with vinyl frames U.O.N. A3.11. The installation certification form of the applicable code shall be posted at the front entrance prior to the issuance of a cedificate of occupancy. This is in addition to the insulation certificate. A3-12. Insulation for walls, ceilings, and ducts shag be per the energy calculations, where applicable. If co energy calculations exist, the following schedule shan be used: Interior Wall Sound insulation. (opt) R-13 Batt Ceiling Between Floors (opt) R30 Batt Exterior volts R-13 Batt (2 % 4 walls) Exterior watts R-19 Batt (2 x 6 walls) Ceiling R-38 Batt Ducts in unconditioned space R-6.3 Batt WATER HEATERS: A5-7. All design. construction, and workmanship shall be in conformity with accepted engineering practices, manufacturers installation instructions, and applicable standards. An adequate supply of air for combustion and for adequate ventilation of heater rooms or compartments shag be provided. AS -2. Water heater shag be located or protected so h is not subject to physical damage by a moving vehicle. AS -3. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of its vertical dimension. A minimum distance of four inches shall be maintained above the controls with the strapping. AS When located in an attic, attiuceiling assembly, floor -ceiling assembly or Mar-subflcor assembly where damage may result from a leaking water heater, a water tight pan of corrosl n esistant materials shag be installed beneath the water heater with a minimum 314 inch diameter drain to an approved location. PLU"ING: A9-1. All work shall conform to the applicable code and any other applicable county and/or city codes and ordinances. A9-2 The diameter of an individual vent shall not be less than 1 -114 inches not less than one hat the diameter of the drain to which it is connected. r' A9.3. Any plumbing drawings are schematic and indicate the systems and equipment to be used. Plumbing contractor shall verify clearances, shall lay ori and coordinate the plumbing work with the work of other trades, and shall confirm the location of and install sleeves and hangers so that work of other contractors is not delayed. A94. Install gate vaNe at service entrance to building. A9-5. All fixtures shag be supplied with hot and/or cold water, waste and vent piping as required. Waste and soil tines shag comprise a complete sanitary system from each fixture which connects to the waste system. A9.6. All waste lines shag have a continuous fall of 1/4" per foot inside the building. Instruments shag be used in setting line and level. A9.7. Cleanouts shall be placed to serve waste system in accordance with applicable codes and best 1 plumbing practices. No under Mor cleanout shall be located more than 20 feet from an access door, trap door, or crawl hole. Approved backflow prevention devices shall be provided on hose bibbs. A9-8. Provide pressure -absorbing devices (air chambers or approved mechanical devices) on all building water supplies with quicker ting valves. .9, All shower compartments shall have a minimum finished interior of 1,024 square inches, and shall also be capable of encompassing a thirty (30) inch circle. A9.10. Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth, nonabsorbant surface to a height not less than 70 inches above the drain inlet. SMOKE DETECTORS: 1 A114. Smoke detectors shall be interconnected. A17-2. Smoke alarms shag be installed in accordance with the approved manufacturers instructions. Required smoke detectors shag receive primary power from the building wiring when such wiring is served from a commercial source and shelf be equipped with a battery back-up. Smoke alarms shag emit a signal when the Batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required tar over current protection. The alarm shall be clearly audible in all bedrooms mer background noise with all intervening doors closed. DOORS AND RELATED HARDWARE: Al 3.1. All exterior and interior door hardware and hardware finishes shall be as selected by owner U.O.N. All doors with locks shall be De keyed r owner's request, Y tq A'13J. All doors shall be provided with a door stop. GLAZING & WINDOWS: A14-1. Provide safety tempered glazing in "hazardous locations". AD glazing in shower and tub enclosure shall be safety glass. All glazing indoors and within 24" arc of either vertical edge of door in closed position shall be safety glass. A14.2. All window frames shall be set in full bed of mastic. Lap building wrap over window flanges except at sig. A14.4. Safety glazing must have permanent labels I identification. STREET NUMBERS: A15-1. Install street address numbers of sufficient size and contrastirg material to be readily visible from the street. FIRE STOPPING: A16-1. Fire -stopping shag be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels, and at 10•foot intervals both horizontally and vertically. B. At all interconnections between concealed verticle and horizontal spaces such as occur at soffits drop ceilings and coving ceilings. C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and In line with the run of stairs if the wall under the stairs is unfinished. D. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for Ore at ceilings and floor levels, with noncombustible materials. E. At openings between attic spaces and chimney chases for factory -built chimneys. A16-2. Penetrations of rated assemblies shall be fire -stopped. Fire -stopping shall be an approved material as Prescribed by the State Fire Marshall. A163. Draft stops shall be provided In the following locations: C. In all buildings or portion of buildings used for other than dwelling or hotel occupancies: to floor.ceiling assemblies, draft stops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. and the horizontal dimension between stops does not exceed 60 feet In attics, mansards, overhangs, False fronts set out from walls and similar concealed spaces, draft stops shall be installed so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. - A164. Draftstopping materials shall not be less than 12 inch gyp. board. 3/8 inch wood structural panel, 3/8 inch Type -2-M partcleboard or other approved materials adequately supported. A16S. Except where enclosed usable space under stain is prohibited, the walls and stiffs of such enclosed space shag be protected on the enclosed side as required for one-hour foe-restative construction or the fire, resistance rating of the stairway enclosure, whichever is greater. A166. Provide one-hour occupancy separation en living space and garage. Separation m be limited to the installation o/ materials approved for a one-hour fire -resistive construction on the garage side and door per note A19-7. A16.7. Doo. shall be seUlosing, tightfitting of solid -wood construction 1 3/8 inches in thickness orsett-closing, Ightfittbg doors acceptable as a part of an assembly having a fire -protection rating of not less than 20 minutes when tested in accordance with Part II of the applicable code. DRYWALL: A17-1. Ali gypsum board seams shall be taped and textured as per owner's request. At 7-2 Metal edge shall be installed at all exposed exterior corners. A173. All openings for outlets, switches, etc. shall be cut. Score 8 knockout method shall not be used. A174. Fasteners shall conform with the applicable code and shall be applied in such a manner as not to fracture the face of the paper with the fastener head. Fasteners shall be spaced a minimum of 318 inch from edges and ends as per the applicable code. A17-5. All edges and ends shag occur on the framing members, except those edges and ends which are perpendicular to the framing members. A17.6. Fire -rated assemblies shall have joints treated (taped). A17-7. Water-sistant gypsum board shag be installed at all wet locations except at showers. A17-8. Framing around showers shall be protected with approved waterproof paper. Water- miti ant gypsum board may not be used. 12" cement backer board or other approved backing board shall be used. HANDRAILS: A18-1. Handrail assemblies and guards shag be designed to resist a bad of 50 oil applied in any direction at the top and to transfer this load through the supports to the structure. For one. and two-family dwellings, handrail assemblies and guards shall be able to resist a single concentrated load of 20D pounds, applied in any direction at any point along the top, and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building. This load need not be assumed to act concurrently with the load specified in the preceding sentence. Al 8_2_ Intermediate rails (all those except the handrail), balusters and panel fillers shag be designed to withstand a horizontalfy applied normal load of 50 pounds on an area equal to 1 square foot, including openings and space between rails. Reactions due to this loading are not required to be superimposed with those listed in item A17-1. A18-3, Handrail height. measured above stair tread nosings, or finish surface of ramp slope shag be uniform, not less than 34 inches and not more than 38 inches. A184. Handraits with a circular cross-section shall have an outside diameter o/ at least 1.25 inches and not greater than 2 inches or shall provide equivalent graspability. It the handrail is not circular, it shall have a perimeter dimension of at least 4 inches and not greater than 6.25 inches with a maximum cross-section dimension of 225 inches. Edges shall have a minimum radius of 0.01 inch. A18-5. Handrai4ripping surfaces shall be continuous, without interruption by newel posts or other obstructions, with the exception of handrails within dwelling units, which ate permitted to be interrupted by a newel post at a stair or ramp landing. Additionally, within a dwelling unit the use of a volute, turnout or starting easing is allowed on the lowest head. Handrail brackets or balusters attached to the bottom surface of the handrail that do not project horizontally beyond the sides of the handrail within 1.5 inches or the bottom of the handrail shall not be considered obstructions. For each 0.5 inch of additional handrail perimeter dimension above 4 inches, the vertical clearance dimension of 1.5 inches shag be permitted to be reduced by 0. US inch. A18b. Handrails shall return to a wag, guard or the walking surface or shag be continuous to the handrail of an adjacent stair flight or ramp run. At stairways where handrails are not continuous between flights, the handrails shall extend horizontallyat lent 12 inches beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. At ramps where handrails are not writinuous between runs, the handraits shall extend horizontally above the landing 12 inches minimum beyond the top and bottom of ramp runs. Handrails within a dwelling unit that is not required to be accessible need extend only from the top riser to the bottom riser. A18-7. Clear space between a handrail and a wall or other surface shall be a minimum of 1.5 inches. A handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. A18A. On ramps, the clear width between handrails shall be 36 inches minimum. Projections into the required width of stairways and ramps at each handrail shall not exceed 4.5 inches at or below the handrail height. A18.9. Stairways shag have intermediate handrails located in such a manner that all portions of the stairway width required for egress capacity are within 30 inches of a handmil. On monumental stairs, handrails shall be located along the most direct path o/ egress travel. GUARDRAILS: A19-1. Elements o1 the guardrail assembly shag be required to resist the forces prescribed in note Al 7-1 and At 7-2. A19 -Z Guardrails shag be located along open -sided walking surfaces, mezzanines, industrial equipment platforms, stairways, ramps and landings that are located more than 30 inches above the floor or grade below. They shall also be located along the glazed sides of stairways, ramps and landings that are located more than 30 inches above the floor or grade below where the glazing provided does not meet the strength and attachment requirements in tem At 8-1. A19-3. Guardrails shall form a protective barrier not less than 42 inches high, measured vertically above the leading edge of the tread, adjacent walking surface or adjacent seatboard. A194. Open guardrails shall have balusters or ornamental patterns such that a 44nch diameter sphere cannot pass through any opening. The triangular opening formed by the riser, tread and bottom rail at the open side of a stairway shag be o/ a maximum size such that a sphere of 6Inches in diameter cannot pass through. A19-5. Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is located more than 30 inches above the floor or grade below. STAIRS. A20.1. Stair riser heights shag be 7 inches maximum and 4Inches minimum. The riser height shag be measured vertically between the leading edges of adjacent treads. A20-2. Stair tread depths shall be 11 inches minimum. The tread depth shall be measured horizontally betwen the vertical planes o/ the foremost projection of adjacent treads and at a right angle to the treads leading edge. Winder treads shall have a minimum tread depth of 11 Inches measured at a right angle to the tread's leading edge at a point 12 inches from the side where the treads are narrower and a minimum tread depth o1 10 inches. A20-5. Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 0.375 inch in any fight of staim. The greatest winder tread depth at the 12 -inch walk line within any fight of stairs shall not exceed the smallest by more than 0.375 inch measured at a right angle to the trend's leading edge. A20.6. The radius of curvature of the leadinga of the tread shag not be greater than 0.5 inch. Beveling of edge g ig nosings shall not exceed 0.5 inch. Risers shall be solid and vertical or sloped ham the underside of the leading edge of the tread above at an angle not more than 30 degrees from vertical. The lending edge innings) of treads shag project not more than 1.25 inches beyond the tread below and all projections of the leading edges shag be of uniform size, including the leading edge of the Mor at the top of a flight. A2D.7. The width of landings shall not be less than the width of stairways they serve. Every Ending shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches where the stairway has a straight run. Doom opening onto a landing shag not reduce the landing to less than one -hall the required width. When fully open, the door shag not project more than 7 inches into a landing. A2041. Ali stairways shag be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shag be permitted for all types of construction. A20.9. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal in any direction. Stairway treads and landings shag have a solid surface. Finish flow surfaces shall be securety attached. A20.11.A fight of stairs shall not have a vertical rise greater than 12 feet between Door levels or landings. A20-13.Stalr ays shag have handrails an each side (except for stairways within dwelling units and spiral stairways, which are required to have a handrail on one side only). Decks, patios and walkways that have a single change in elevation where the landing depth on each side of the charge in elevation is greater than what's required for a landing do not require handraib. Additionally, Group R3 occupancies with a continuous run of treads or flight of stairs with fewer than four risers, and changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 occupancies, do not require handrails. A27-1. Provide sign over main exit door:'This door shag remain unlocked whenever building is occupied'. A27-2 Install W x e" international symbol of accessibility at main entrance. A27-3. Ag exit doors shall be openable with one master key. An approved master key box ("kfoxbox" or equal) shag be provided per the applicable code. Obtain all required permits and approval through the fire department Refer to owner for more detailed keying system. The "Knox' box shag be on the right side of the main entry, 6 feet high. A274. Panic hardware, where installed. shag comply with the requirements of the applicable code. The activating member shall be mounted at a height of not less than 30 inches nor more than 44 inches above the floor. The unlatching force shall not exceed 15 pounds when applied in the direction of travel. g S ekeesE jia3EP"6 n g3s i� - aL '.featr 6 FE a�PBE ��Es°EYet• WHOM Z� N N b4 CIS N U H N Q O O 0. CI a U W x C0 U n u Devign: TM X K Date: My 2009 Job No. 08_072 Shtt Atehiteetuml Notes pG3Gd�G�t7OGY]L�G3�`! ao4 roa c�oa�4a�c�400a A-1 Rotted: 6/23/20089:48::: 3AM 8 4S_ iD .. I 13 la 16 K O O O O O O O O O AB --- Floor Plan 1" = 30'-0" 000000Qoo10 11 12 13 14 15 16 17 18 19 20 W-01 C C [� O O Keynote Legend e e a a A ,oeggE 1 1 Knox box per note A27-3 on sheet A-1 $c3d`p 2 1 Sinage per notes A27-1 and A27-2 on sheet A-1 ¢ e e a 3I ag gg Eat S„age Shau be beemly o, Ue—dy tn.,,mamd. r'c ; F 54- Building Door Schedule HIM!] q Type Mark Type Size Count Comments T $ S z � LEED PREREQUISITE EQ 2 a 5 This building meets the requirements for Nonsmoking `.i Building. Designated smoking areas are to be at least 25 feet away from entries, outdoor intakes and operable windows. E 3 0 N N Cd v tV N , Q ��,cdU 0 3 0 CY w � U M I L7This SSIBILITY REQUIREMENTS rq a read,ed m be f* pfiaN with the prov ioro or t or u< 2DD7 Catb„� eutebq Code. Fe, a=ssib�oy sheen ADA.r aro ADwz Deiign: TM K Checked: 6T Data: Ma)' 2009 Job Na. 08-072 sneer Roo, pm„ pG3C dOGu70MlQG3�7 ao4 FM @@1M9vaU@vO@a t A-2 Rotted: 6/23/2006 9:49:03 AM 1 Single -flush 36"x84" 22 2 Overhead -Rolling Keynote Legend e e a a A ,oeggE 1 1 Knox box per note A27-3 on sheet A-1 $c3d`p 2 1 Sinage per notes A27-1 and A27-2 on sheet A-1 ¢ e e a 3I ag gg Eat S„age Shau be beemly o, Ue—dy tn.,,mamd. r'c ; F 54- Building Door Schedule HIM!] q Type Mark Type Size Count Comments T $ S z � LEED PREREQUISITE EQ 2 a 5 This building meets the requirements for Nonsmoking `.i Building. Designated smoking areas are to be at least 25 feet away from entries, outdoor intakes and operable windows. E 3 0 N N Cd v tV N , Q ��,cdU 0 3 0 CY w � U M I L7This SSIBILITY REQUIREMENTS rq a read,ed m be f* pfiaN with the prov ioro or t or u< 2DD7 Catb„� eutebq Code. Fe, a=ssib�oy sheen ADA.r aro ADwz Deiign: TM K Checked: 6T Data: Ma)' 2009 Job Na. 08-072 sneer Roo, pm„ pG3C dOGu70MlQG3�7 ao4 FM @@1M9vaU@vO@a t A-2 Rotted: 6/23/2006 9:49:03 AM 1 Single -flush 36"x84" 22 2 Overhead -Rolling 8' x 14' 7 3 Overhead -Rolling 14' x 14' 1 4 Overhead -Rolling 1d x 1d 1 I 1 3 1 I 1 6 I I W 1 I 1i 1 I Room Finish Schedule Window Schedule Finish I Mark Type Count_ _ Width Height Comments Room Name Floor Base Wall Ceiling Comments Warehouse concrete concrete curb metal building metal building Office #2 linoleum coved rubber wall base Semi -gloss paint on 5/8" gyp board suspended ceiling Office #1 glue down carpeting coved rubber wall base Semigloss paint on 5/8" gyp board suspended ceiling Shipping Office polished concrete coved rubber wag base Semi -gloss paint on 5/8" gyp board suspended ceiling Lounge polished concrete coved rubber wall base Semi -gloss paint on 5/8" gyp board suspended ceiling Shower Room epoxy coved epoxy to 6" A.F.F. Water resistant gyp bd. w/ FRP to 4'40" A.F.FJ SGP above water resist. suspended ceiling Cement board at shower area Men's epoxy coved epoxy to 6" A.F.F. Water resistant gyp bd. w/ FRP to 4'-0" A.F.FJ SGP above water resist. suspended ceiling Women's epoxy coved epoxy to 6" A.F.F. Water resistant gyp bd. wl FRP to 4'•0" A.F.FJ SGP above water resist. suspended ceiling Hallway concrete coved rubber wall base Semigloss paint on 518" gyp board suspended ceiling Walkway I polished concrete I coved rubber wall base Semi -gloss paint on 5/8" gyp board I metal building C 0 LEED CREDIT EQ 4.1 All adhesives and selants used on the interior of the building shag comply wilh Adhesives, Selants and Selant Primers: SOuth Coast Air Quality Management District (SCAQMD) Rule 01668, and have the following VOC limits: 1. Carpet adhesives: 50 g/L 0 2. Carpet pad adhesives: 50 g/L 3. Wood flooring adhesive: 100 g/L 4. Rubber floor adhesives: 60 g/L 5. Subgoor adhesives: 50 glL 6. Ceramic the adhesives: 65 g/L 7. VCT and asphalt file adhesives: 50 g/L 8. Drywall and panel adhesives: 50 glL 9. Cove base adhesives: 50 g/L 10. Multipurpose construction adhesives: 70 g/L 11. Structural glazing adhesives: 100 g/L E 12. Metal to metal adhesives: 30 g/L 13. Plastic foam adhesives: 50 g/L 14. Adhesives for porus materials (except wood): 50 g/L 15. Wood glues: 30 glL 16. Fiberglass adhesives: 80 g/L 17. PVC welding compounds: 510 g/L 18. CPVC welding compounds: 490 g/L 19. ABS welding compounds: 400 g/L 20. Plastic cement welding compounds: 350 glL 21. Adhesive primer for plastic: 650 g/L 22. Contact adhesive: 250 g/L F 23. Top and trim adhesive: 250 g/L 24. Sealants: 250 glL 25. Selant primers for nonporus substrates: 250 g/L 26. Selant primers for porus substrates: 775 g/L LEED CREDIT EQ 4.2 For interior applications use paints and coatings that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA method 24) and the following chemical restrictions: 1. Flat paints and coatings: VOC not more than 50 g/L y 2. Nowt -flat paints and coatings: VOC not more than 150 g/L 3. Anti -corrosive coatings: VOC not more than 250 g/L 4. Varnishes and sanding sealers: VOC not more than 350 g/L 5. Stains: VOC not more than 250 g/L 6. Aromatic compounds: Paints and coatings shag not contain more than 1.0% by weight total aromatic compounds (hydrocarbon compounds containing one or more benzene rings.) 7. Restricted Components: Paints and coatings shag not contain any of the following: a. Aaolein b,Acrylonitrile c. Antimony d. Benzene H. e. Butyl benzyl phthalate f. Cadmium g. Di (2-ethylhexyl) phthalate h. Dk- butyl phthalate L Dk"ctyl phthalate j. 1,2 -dichlorobenzene k. Diethyl phthalate I. Dimethyl phthalate M. Ethylbenzene n. Formaldehyde 1 0. Hexavalent chromium P. Isophorone q. Lead r. Mercury s. Methyl ethyl ketone I. Methyl isobutyt ketone U. Methylene chloride V. Napthalene W. Toluene (methylbenzene) X. 1,1,1 -trichloroethane Y. Vinyl chloride LEED CREDIT EQ 4.3 All carpet installed shall meet the testing and product requirements of the Carpet and Rug Institute's Gneen Label program. All carpel cusion installed shall meet the requirements of the Carpet and Rug Institute's Grreen Label program. All carpet adhesive shall meet the requirements of EQ Credit 4.1: VOC limit of 50 g/L LEED CREDIT EQ 4.4 Composite wood and agrifiber products shall contain no added urea -formaldehyde resin. t a Frame Mark Type Size Material I Finish Hardware Comments 1 Single -Flush Vision 36" x 84" Metal Metal Keyrard Lockset Closer 2 Single -Flush 36" x 84" Metal Metal Push / Pull Closer 3 Single -Flush Vision 36" x 84" Metal Metal Passage Lever 200 4 Single -Flush 36" x 84" Metal Metal Keycard Lockset Closer 5 Single -Flush 36" x 64" Metal Metal Push / Pull Closer 6 Single -Flush Vision 36" x 84" Metal Metal Keycard Lockset 7 Single -Flush Vision 36" x 84" Metal Metal 1 Keycard Lockset LEED PREREQUISITE MR 1 Provide standard 12 gallon recycling containers for paper, plastic, carboard, metal and glass in Lounge. Provide standard 7 gallon recycling containers for �� paper at all workstations in office spaces. I( 5'-e• O eO-p IllJJ1LIIlliIJJ-I ,-0Detail -Second Floor k a N 1 1 Keynote Legend 1 Transaction counter, 34" max. height 2 _Water fountain per ADA details 3 Grab -bar per ADA details 4 Restroom partition as specified by owner 5 Barrer free lavatory per ADA details 6 Double sink 7 Cabinets / counters as specified by owner 8 ADA accessible shower per ADA details 9 Minor -frameless 10 Bench - 18" height NOTE: 1. All work shall be performed in accordance with the general notes on sheet A-1. 2. See "LD" Sheets for additional information regarding LEED requirements. Plumbing Occupancy CPC 2001, O -panty Area Group Table A -29A Area (SF) (Fixtures) Warehouse S 5000 154861 SF 31 Office #2 B 200 / N B 200 254 SF I 1 Shipping Office B 200 347 SF 12 b B On - 153S 1 m Lounge a / 153 SF / b / a 6 7 /EDe 1r-6• b / b � O Office 02 582 SF b / e o / j b 19'-4• s -e• b :•.... C CDm / / z -r Hallway b / Walkway b Ob b / Office #1 a m 54 SF LCb IllJJ1LIIlliIJJ-I ,-0Detail -Second Floor k a N 1 1 Keynote Legend 1 Transaction counter, 34" max. height 2 _Water fountain per ADA details 3 Grab -bar per ADA details 4 Restroom partition as specified by owner 5 Barrer free lavatory per ADA details 6 Double sink 7 Cabinets / counters as specified by owner 8 ADA accessible shower per ADA details 9 Minor -frameless 10 Bench - 18" height NOTE: 1. All work shall be performed in accordance with the general notes on sheet A-1. 2. See "LD" Sheets for additional information regarding LEED requirements. Plumbing Occupancy CPC 2001, O -panty Area Group Table A -29A Area (SF) (Fixtures) Warehouse S 5000 154861 SF 31 Office #2 B 200 582 SF 3 Office #1 B 200 254 SF I 1 Shipping Office B 200 347 SF 12 Lounge B 200 153S 1 00 NOTE: Plumbing fixtures to comply with LEED Credit WE 3.1 8 3.2 2s P 13' • P y1 Y�-Ptry��Ry , � 1 b b vi / / O3 Sit: 3'-0' Q- Men's b - N Shipping Office / 347 SF Lounge / 153 SF b a 6 7 / 1r-6• / g / e j �Room Women's ;�) . :•.... C / / z -r Hallway b ±ed=2e de�6e±"±=dei�___________O� / I P / 1 Detail - First Floor 1/4" = ,'-0" POMILON0ML6 QU M04 F@n @0MVRU@40@H s fag E 6 I M ■ Deign: TM K Checked: ST Date: ",Y 2008 Jub No. 08-072 sheet. Floor Flan Detail, A-3 Fl -d: 6/23/2008 10:06:18 AM 5 2 5 0 12 NOTE: Suspended acoustical ceiling systems shallbe installed in accordance wiM 12 GA VERT HARE HANGER the provisions o/ ASTM C 635 and ASTM C 636 and manufacturer's specifications. 12 GA. TICAL HANGER LEVEL CEILING GRID PRIOR TO A ss �s'ea 6666 9� s E Sgi WIRE 4'.(r ALONG EACH SETTING TUBE POST MAIN RUNNER 55{ f5 €ddi 1? THIN WALL ELECTRIC CONDUIT 0 = a e i Fie ae•b 45 SPLAT WIRE BRACING 3. IN PLANE OF MAIN RUNNER..�Fj-pFE ' A ALL WIRES ATTACHED TO MAIN RUNNER)4 DIRECTIONS) SEISMIC LOCKING PIN HANGER WARE_ .e CROSS RUNNER 7 MAX or D.C. MAIN RUNNER SPLICE AT 4'47 O.C. ��46€j{s(ygs�BS@ § Q6 $ € 3 5 a OFTUBETD CROSS RUNNER FIT OVERCLG RUNNER NOTE' EXTEND TUBE TO BE TIGHT TO CLG. AND STRUCT. ioss Locking To Fasten CrossABovE Runner ToMain RunnerGRID 7iyp. Splay Bracing Detail £o Suspended Ceiling Details c A 11 12 11 12 I E Zx4'AD System E 3 om 8' • OW.F. F 2'x4' CTB m B'-7AF.F. bb CIS 13 e'-WAF.F. 0 -C4 MQ% � c� U o 3 C (Y ¢ U W U CY) i co 7 4'ACTSysfem ' 7YCACT System B'-O•AF.F. 1 4.O'AF.F. I 8'-PAF.F. I t J Z4' ACT System ' 6-P A.F.F. � 1 Lo --o J Reflected Ceiling Plan Second Floor Reflected Ceiling Plan First Floor - - M.iv: TM K 1/4"= 1'-0" 1/4" = 1'-0" • K checked: 8T Del.: M.q 2008 Job No. 08-072 Sheer: Reflected Ceiling pQ�d�tl�ML^QG3�7 Plop A-4 ao4 IPM @@H3- U12U@4aoa Rotted: 6/23/2008 9:49:29 AM Expansion For: NorthStar Smucker Quality Beverages CAW En gl— - Su"y�' Chl-, CWN—I. 37 Speedway Ave. Chico, CA & 6 . .. ... ................. 00 6 O Vl .............. .......... . ................ . . . ............................ . ... . . ..... . ... . ......... . ... .......................... ... . ...... . . .............. . fl, I .......... . . . ... ......a :j ..... ....... m. ............ 1 Expansion For: NorthStar Smucker Quality Beverages CAW En gl— - Su"y�' Chl-, CWN—I. 37 Speedway Ave. Chico, CA & 00 6 Vl Expansion For: NorthStar Smucker Quality Beverages CAW En gl— - Su"y�' Chl-, CWN—I. 37 Speedway Ave. Chico, CA OI&D (1) Q O O O O O O O O O O Oa O O O O O O O O� O M0——--—- E: O F-1 O On 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 C OO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 U 25'-G' 1 23-0' 2S•0' 25'-U' 25-0' L ZF-G- 2.7.0' 2S-0' 2S.0' 1 2T.O' 2T.O' 2S.0- 25'-U' 2T V 25'- 0' 1 25.0- 23'-0- 25.(r 25--0- C) fo HOT T i- L M Cn nN 0 M 0 M (CEJ FM @ w 1 0 Z4 1 1 '�i I 1 1: 1m Expansion For: R., D.. NorthStar Smucker Quality BeveragesCUM Engl— - S—y— Chi—. CWW—ia 37 Speedway Ave. Chico, CA 00 6 13 tQ 1 0 Z4 1 1 '�i I 1 1: 1m Expansion For: R., D.. NorthStar Smucker Quality BeveragesCUM Engl— - S—y— Chi—. CWW—ia 37 Speedway Ave. Chico, CA 11 12 S 1P ...... ..... .. .. J i Office #2 S82 SF !4 is I F- Keynote Legend 1 Slab per foundation plan 2 Steel stud wall per plan 3 Acoustical ceiling file system 4 Footing per foundation plan 5 Floor per floor framing plan 6 Insulation per note A3-12 on sheet A-1 7 5W/86"m gyp. board, typ. per section A17 on sheet A-1 8 4' High plywood wainscoff - all exterior walls '� tective concrete curb 1 E.01—urnnpePlan U1 life E o 8 1'-B' Kltd—i chbirrets Cabinet Detail. 71m. bb CIS 0 (T. 0 0 (Y CL HX "I 8 Cl) .. ... ..... . ... ..... .. .... .. ..... .... ....... .... ... .. .... .. .... .. ..... ... ...... .. .... .. ....... ... . . .... ......... . . FEI 11 T 1— a R,=--1 ;--mr,"FE El r�, -WE ON �.i": TM T2 L U I N'TOMFla, W.- --1 00 Li CIE'', E., MR, —." -1 U1 I L, ml F, MIN, L 17, L ::--Iii_ i IT K Checked: STSection D..: Wy 2008 Job N.. 08-072 H@U IPM @@H@vnU@vO@m A-7 Rotted: 6/23/2D08 10:06:23 AM 3 e�`aaf ' TDBEE LINTEO YWITMN2r 6r MN ]S MN s gY 6 ygSp 1598 i• FROM $EAT MOUNTING WALL Ir V_ E E q E E d ACCESS-}I}I}I��� �) WATER D IS i0 BE MOOED BETIIET WEEN IS-JP N MDM SEAT MOIIMING WALL — — + �", R E!•6 q FOUM I STANDARD 1EICKT &M.AG FLUSHALVVEFOUNTAIH � h p � 0 g�Ega•q� tj IS GR: A ALCOVEAN 2E . HE 3 I$ GREATER THAN ]f• THEN - E L^.• =S MA% eJ• MIN 9 � a 3ttta C 8 a ypE ` S �+ss^8yq(E A MINIEAM OF I+l N15T DE A NNw1M OF Jr. u S / EDtyS INTERNATIONAL OF A ZONAL SIUtt M w0 5 b 7P• REOOREO CLEAR :1 Th / FLOORSPACE 3 1 �y `� � UNIVERSAL SYMBOL OF ACCESSIBILITY �9 IrM,K s ., +-I? MAx r MBl E 'HI-LO" FOUNTAIN Ir NN CL AR CLEAR q P W MIN. 8 D sa' MIN. FLEXIBLE SHOWER SPRAY HOSE. MPI.6r LONG ISHOWER ST N BE USED BOTH AS FIXED LINT HARNPIEOLDO LINT STANDARD ACCESSIBLE TOILET STALL AP+ II I1 / MEN WOMEN UNISE% o C uV IU fi _ s iJ 7 S C U = ' SINGLE yEVFR MIXING VALVB (DOOR OPENING AT FRONT OF STALL) wALLSIGNAGE (TVP.) r+'WK h Ell; SHOWER SEAT J%MAK, SURFACE SIAPE b 'rte DOOR MOUNTED SIGNAGE (TVP.) NOTE: MTOGRAMS ANJDR LETTERING ARE HOT _ MAX WALLOPPOSITE AT SACK WALL (LONG) SEAT WALL O REOUIREDONOOOR. LltJTEDSD.NIOE TORE DDORMOlAT1E WALLMOOREDD ti Jr MN dr MN O'imm LOGTEDON UlCM 510E OF .—E-- MODNT LEM F CENTER . I e A SHOWER STALL DESIGN oFSGNFROMFLooR. CLEAR FLOOR SPACE \ J•T N S h � n � lEl-TERI'MT� EDHEIGKTOF F "' I J LETTERING�^^ WmTor— 111{,lllll ALCOVE INSTALLATION a s m cowESPOHDING �� GRAce o eR,NLLE Ie•wN. LOOP OR "NAPE D W HOLE ON DOOR ® � 3 k CHARACTERS IDENTIFICATION SYMBOLS N � v 4+ G NOTE: DOOR MAY ALSO 93 NOTE: TOTAL STALL pMEN510H6 SWPIGIMO STALL S110WM iO COMPL WITH TM�NCES STATE AND FEDERAL REONREMEMb. TjOR.ETOLDE PAPER PERWT A STOPS Q Q1 f_ rr —Ib Ii N o L) STANDARD ACCESSIBLE TOILET STALL _(DOOR OPENING AT SIDE OF STALL) 'r MAx srwN xMIN WMAI( IS MN 1r NN x �•I c 0 ,� p' N�.0 a n r wN. I �S BIr MN Ir LLAx R >z 4u _ H ,],MAX. I S 3 fi b b /-1 1i�i1 W Ham. l s 4 S h V � SPOUT HEIGHT AND KNEE CLEARANCE CLEARANCE rMA%TOE CLEARANCE I 1/ SIDE VIEW FROMVIEW 'Y 2P WN = Ar 11a xwN OORR SMNG EDITH': art FLOOR-MOUNTED WATER CLOSETS Jr MN. REQUIRED CLFAR SPACE tJ 1r— i %rt]' wNNLIM WHEN WATER CLOSETS ARE PI STALLS is f wNMUM WHEN WATER CLOSETS ARE NOT IN STALLS ROOMS OR (OPEN TOUTINGSMAT�bI�S)�TgN DRINKING FOUNTAINS b ( p TOILET PAPER ®- p HOLDER WITHOUT STOPS LAVATORIES ES g � USHAPED HANDLE LOOPHANDLE Tln ioiEa MtE wasiEs title aainWlVlnN Ea"nbEboabE s>aie>� n..M m wawE »tn • u"v a uarova roan. 'm^ °'e"N °°b" a'° lass,'"° °"" """ °° "P'�."""• °�v a Mro. ro.e.,.e m t.a,..a ro.In•ww "I twtb, Af NN OI NOTE: TIESANDC CLEAR NTR LS.THSPACE ATCCESSIDIE ROUTE AND HE• T� NRNNG SPACE 1MY OVE/MP. f T r MA% IY MAK AS MN 1 Jr+AAA L r $i A a g STALL DOOR HARDWARE rMN FIT77Z1 Ll0 M I17n N MN K Lur To I-I? _ NONNAL DIAMETER F1q oo � tl NN 9 _M S LEVEL�r, c•R SIDE NEW FROM VEW WALL-MOUNTED WATER CLOSETS De"g" TM K Checked: ST WALL WATER CLOSET DETAILS Dam: n,apr2DDa� GRAS BAR DIMENSIONS I NOTE: WHEN SIX(6)OR MORE STALLS ARE FRONDED bJA MULRPIE ACCOAAgbW1KlN TOILET ROOM. I STALL MIST M A STANDARD SIDE.TRAISFER ACCESSIBLE STALL AND ONE T Jeb NR Qp�O/L BARS ACCIMNAL'SGRAB ]G W WIDTH MED HAS N TOVIWARO SMMiTDOOR AM PAARALLEL GRAB 6W6(SEE FIG. U) Sbttt: ADA Details RESTROOM ACCESSORIES SMAx MULTIPLE ACCOMMODATION TOILETS URINALS ADA-1 ao4 Boa c�oa��a�c�400a Plottcd: 6/23/2008 9:99:59 AM b _ 10 I t'E �_ 13 .. .� 3"asi A A 5@48 lit muaC[5 a[r g@] r g@6§y E B Ew• .a5�as e��lsfi I INTERgRSTAIRS EXTEWOR STAIRS � ���i � e 1 , AT 1 SLOPE UPPER APPROACH AND LOWER UPPE TREADS MUSTMAX TREADS MIbT BE MAPo(ED TREADS MUST 0E MA0.XED S.Y AISLES TINT SERVE AISLES TINT SERVE' i _ 2 MNNM EDGE- DGEOFONE 0,,ESIDE ONLY BOTH SIDES WARNNG STRIPS Y915T BE CLEARLY CONTRASTING COLOR FROM ADJOINNG SURFACES. TIE STRIP MUST BE MADE OF A MATERIAL TINT FD86H FLOOR EVEN. IS AT LEAST AS SUP RESISTANT AS THE OTHER TREADS OF THE STAIR. (PAINTED STRIPS ARE ACCEPTABLE) 7` P9 $ O GS . ,.,? y — f CON'RESSEDCARPET ,IP MAX. BELOW TfiESHOID ESU VISUALLY VISUALLY IMPAIRED WARNING STRIPING e 4 a A tl �L7 STAIRWAYS s 0 ? — MATC TOO; NO NUST CONSIST OF: • 1•,? THE NNMUM REOURED VADTH OF AISLES I5 YEASMREDAT- -LEVEL LOOP -TEXTURED LOOP - LEVELCUT PILE.OR -LES CUTiUMUT FILE _ TIE PODIT FARTIEST FROM AN E%IT. CROSS AISLE OR NOTE: pm o bYaPM b pocYvl b Pn A11 FOYER. AND SHALLBE INCREASED BY,-1?FOREVERYSOF PILE THC I? MN(;it.. «ol trom My °e"0 SUCINO DOOR 1.12. DISTANCE TOWARD TIE EXIT, CROSS AISLE OR FOYER. _ 3P _ PILE HEtGIfT EXCEEDS T I1C. THEN EMU INVE BEVELED TRIM. IIF IuNR C, JI I— -]r MN --� HNGED DOOR FOLDING DOOR �� WAYwAtTBERELY ANCHOREDMINIMUM J ECESSEDINTOREOUREDAISLESWIDTH RW�p CLEARANCES AT DOORS F AISLES THRESHOLDS AT DOORWAYS —SIDE 2P NR cd G � 1B'MBL -- Cl b O X S i -lr 1-,ll MN ?MAS 1P MN. BOTTOM RAN. RUBBER BWB+ER ON CIWR I„1 O Q) d KICK PLATE AT DOORS 0 rA H PROVIDETNSADDITroNAL 3AIM vACFDOORISEOUIPD AOER PUS SIDE Ir MIN. urJaNG 3 - • naMai NDTE:ImmLA maeb ExY e. Ymae6abN bemnuvoMndalmL hltlhq of pam W gavel X: EXbnsba d Bb bn Mbr�Oa tlu, b.n a,m1 mtvxbntl YAl M v12 u - - 1_I?. LEVERS RISHALS PNBWS ]• PUS /"--3SE O W cyWTB U. 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PROVIDE CRACK' - : CONTROL JOINTS PER DETAIL 21SD-2 AND NOTE 212 ON SHEET S/ r., Fs9 so -z L J L J I ( FSe.2 ' i J O \ - FSB I[ .J ....... L .................... ....... .......... ...... ::..I FSB `-I�0 .rte.: ^-...; -e -v . ,rm , b 1 LiJ O:k% ULA, C FS�-722 U SQ2 b FS -4.7 FSE F59.7 FS9 F$•6.7 FS9 FSB FS9 F5(.7 F56 4-J 1 "oi ' FS10.7 � F5:8.2 FS9.2 x .... ........:::: r .- J l J L!J .:::ry FS122 n 3 4 (1) - AS CONTINUOUS THRUST TE, SQ2 SD -2 TYPIGAM ALL RIGID FRAME LINES O -\- •- FSS.St - SD -2 BETWEEN FRAMES LINES '3-THRU 9' S62 � FS10.7 b ."'•. :: i :: :: FS10.7 F59.2 I -F -2 b r^� FS7.7 5 r'� FS7.7 rT FS7.7 r� FS7.7. �:::....... .. r ,::::..:............. r,...... ..... FS10.7 O -\g- F55.5 LI. J ...L. J. ' ..L( J#5 TIE IYP .. .. .� 562 - B AT ALL IGIDI FRAME LINESSB TEWEENICAL ' FRAMES LINES Y-THRUT ;4 3 B 5D•2 _ I I SP2 INCREASE PERIMETER FOOTING WIDTH +W+ I :: -f FS107 FS5.2 F592 AT CONVEYOR ... - .. ..... ...:: .I FS10.7 J L; J F.-1 FSB F59.7 FS9 FSa7 F54i FSB I. f59.7 I. 5 .�• I FS722 SO -2 r 4 b O \0 6- THICK CONCRETE SLAB If. 5.000 PSI MON.) WITH ONE POUND 4 SQ2 FS122 b iO (MON.) OF NYCON MULTIMESH PER CUBIC YARD OF CONCRETE OVER RETARDER PER SOILS REPORT OVER L MIL STEGO WRAP VAPOR I 562 m CONRETARDERLOVER SUBGRAAI PER STIRS REPORT, PROVIDE T SEI e' CONTROL JOINTS PER DETAIL 2562AN0 NOTE 620N SHEET St Foundation Plan FS -47 F55.5 FSS.S F55.5 FSSS ISIS CjjM F55.5 F55.5 F54.7 11"= 30'-0" ITS NOTES: 1. ALL CONSTRUCTION INVOLVING CONCRETE SHALL BE IN ACCORDANCE WITH SECTIONS 2 THROUGH 5 O THE GENERAL NOTES ON SHEET S.I. 2 SEE SHEET SS FOR ALL TYPICAL DETAILS. 3. CONNECT TYPICAL PARTITION(NON•LOAD BEARING) WALLS TO SLAB ON GRADE PER DETAIL 3 ON SHEET Sb. 4. USE DETAIL 4 ON SHEET 65 FOR SLAB CRACK CONTROL pG3L dOGn�OG`:1GA\G3� MO4 FM @@1m@1ffnU V00M i 12'p:wB�€ i6INN s IM 6 C0 (U bD Cd U IU i > ' LT. (� Q _ r:�,c�U 0 Q a ¢� U (h U) De�iSn: MEM K Checked: Sr Date: Mar 2008 Jab N9. 08-072 Sheet: Foundation Plan S-2 R,tted: 6/23/2008 9:50:43 AA7 r , Spread Footing Schedule -F Mark Width Length Thickness Transverse Rebar Longitudinal Rebar Count FS -4 4'- 0" 4--0- T-6- (4) #5 (4) #5 10 FS4.7 4'- 9" 4'- 9" 1' - 6" (5) #5 (5) #5 6 FS -5.5 5'-6" 5'-6" 1'-6" (6)#5 (6)#5 19 FS -6 6' - 0" 6' - 0" 11-6. m #5 m #5 12 _ FS -6.7 _ 6'- 9" 6--g- 11-6. (8) #5 (8) #5 6 FS7.7 T -9. T - 9" 1'. 6" 1 (8) #5 (8) #5 1 _ 4 FS -9 9-0"9'-0" 1'-6" (10)#5 (10)#5 20 FS -9.2 9'-3" 9'-3" 1'-6" (14)#5 (14)#5 22 FS -10.7 10'-9" 121-9" 1'•6" (14)#5 (14)#5 8 FS -12.2 12'-3" 12'-3" 1'-6" (18)#5 (18)#5 6 FS -1.5 1'-6" T-6" 1'-6" (3)#4 (3)#4 2 FSe.2 ' i J O \ - FSB I[ .J ....... L .................... ....... .......... ...... ::..I FSB `-I�0 .rte.: ^-...; -e -v . ,rm , b 1 LiJ O:k% ULA, C FS�-722 U SQ2 b FS -4.7 FSE F59.7 FS9 F$•6.7 FS9 FSB FS9 F5(.7 F56 4-J 1 "oi ' FS10.7 � F5:8.2 FS9.2 x .... ........:::: r .- J l J L!J .:::ry FS122 n 3 4 (1) - AS CONTINUOUS THRUST TE, SQ2 SD -2 TYPIGAM ALL RIGID FRAME LINES O -\- •- FSS.St - SD -2 BETWEEN FRAMES LINES '3-THRU 9' S62 � FS10.7 b ."'•. :: i :: :: FS10.7 F59.2 I -F -2 b r^� FS7.7 5 r'� FS7.7 rT FS7.7 r� FS7.7. �:::....... .. r ,::::..:............. r,...... ..... FS10.7 O -\g- F55.5 LI. J ...L. J. ' ..L( J#5 TIE IYP .. .. .� 562 - B AT ALL IGIDI FRAME LINESSB TEWEENICAL ' FRAMES LINES Y-THRUT ;4 3 B 5D•2 _ I I SP2 INCREASE PERIMETER FOOTING WIDTH +W+ I :: -f FS107 FS5.2 F592 AT CONVEYOR ... - .. ..... ...:: .I FS10.7 J L; J F.-1 FSB F59.7 FS9 FSa7 F54i FSB I. f59.7 I. 5 .�• I FS722 SO -2 r 4 b O \0 6- THICK CONCRETE SLAB If. 5.000 PSI MON.) WITH ONE POUND 4 SQ2 FS122 b iO (MON.) OF NYCON MULTIMESH PER CUBIC YARD OF CONCRETE OVER RETARDER PER SOILS REPORT OVER L MIL STEGO WRAP VAPOR I 562 m CONRETARDERLOVER SUBGRAAI PER STIRS REPORT, PROVIDE T SEI e' CONTROL JOINTS PER DETAIL 2562AN0 NOTE 620N SHEET St Foundation Plan FS -47 F55.5 FSS.S F55.5 FSSS ISIS CjjM F55.5 F55.5 F54.7 11"= 30'-0" ITS NOTES: 1. ALL CONSTRUCTION INVOLVING CONCRETE SHALL BE IN ACCORDANCE WITH SECTIONS 2 THROUGH 5 O THE GENERAL NOTES ON SHEET S.I. 2 SEE SHEET SS FOR ALL TYPICAL DETAILS. 3. CONNECT TYPICAL PARTITION(NON•LOAD BEARING) WALLS TO SLAB ON GRADE PER DETAIL 3 ON SHEET Sb. 4. USE DETAIL 4 ON SHEET 65 FOR SLAB CRACK CONTROL pG3L dOGn�OG`:1GA\G3� MO4 FM @@1m@1ffnU V00M i 12'p:wB�€ i6INN s IM 6 C0 (U bD Cd U IU i > ' LT. (� Q _ r:�,c�U 0 Q a ¢� U (h U) De�iSn: MEM K Checked: Sr Date: Mar 2008 Jab N9. 08-072 Sheet: Foundation Plan S-2 R,tted: 6/23/2008 9:50:43 AA7 r , -F FS9 �••.:- i ....... ....................... ..........,-........... 2NOTES, ...... FS10.7 IN EACH H DIRECTION AS REQUIRED. OER ANCHOR BOLT LOCATIONS REE METAL BUILDING PLANS. i DOCK LEVELER BY OTHERS, TYPICAL 5 SD7 I FSB2 i FS92 6 FS9 ...... r•1 .... ................. r � .. ... .......... FS9 7 L J L!J 562 S4 1010 I SD -2 TYPICAL AT LOADING DOCK, r REFER TO SITE PLAN FORADDL ( INFO. 6 LOCATION OF DOCK I FS4 i FSr0.2 L'J SQ2 a yv F58.2 r 1�O FS92 r FS -10.7 L J ....... .............. : .. ... L J ' FS122 i FSe.2 ' i J O \ - FSB I[ .J ....... L .................... ....... .......... ...... ::..I FSB `-I�0 .rte.: ^-...; -e -v . ,rm , b 1 LiJ O:k% ULA, C FS�-722 U SQ2 b FS -4.7 FSE F59.7 FS9 F$•6.7 FS9 FSB FS9 F5(.7 F56 4-J 1 "oi ' FS10.7 � F5:8.2 FS9.2 x .... ........:::: r .- J l J L!J .:::ry FS122 n 3 4 (1) - AS CONTINUOUS THRUST TE, SQ2 SD -2 TYPIGAM ALL RIGID FRAME LINES O -\- •- FSS.St - SD -2 BETWEEN FRAMES LINES '3-THRU 9' S62 � FS10.7 b ."'•. :: i :: :: FS10.7 F59.2 I -F -2 b r^� FS7.7 5 r'� FS7.7 rT FS7.7 r� FS7.7. �:::....... .. r ,::::..:............. r,...... ..... FS10.7 O -\g- F55.5 LI. J ...L. J. ' ..L( J#5 TIE IYP .. .. .� 562 - B AT ALL IGIDI FRAME LINESSB TEWEENICAL ' FRAMES LINES Y-THRUT ;4 3 B 5D•2 _ I I SP2 INCREASE PERIMETER FOOTING WIDTH +W+ I :: -f FS107 FS5.2 F592 AT CONVEYOR ... - .. ..... ...:: .I FS10.7 J L; J F.-1 FSB F59.7 FS9 FSa7 F54i FSB I. f59.7 I. 5 .�• I FS722 SO -2 r 4 b O \0 6- THICK CONCRETE SLAB If. 5.000 PSI MON.) WITH ONE POUND 4 SQ2 FS122 b iO (MON.) OF NYCON MULTIMESH PER CUBIC YARD OF CONCRETE OVER RETARDER PER SOILS REPORT OVER L MIL STEGO WRAP VAPOR I 562 m CONRETARDERLOVER SUBGRAAI PER STIRS REPORT, PROVIDE T SEI e' CONTROL JOINTS PER DETAIL 2562AN0 NOTE 620N SHEET St Foundation Plan FS -47 F55.5 FSS.S F55.5 FSSS ISIS CjjM F55.5 F55.5 F54.7 11"= 30'-0" ITS NOTES: 1. ALL CONSTRUCTION INVOLVING CONCRETE SHALL BE IN ACCORDANCE WITH SECTIONS 2 THROUGH 5 O THE GENERAL NOTES ON SHEET S.I. 2 SEE SHEET SS FOR ALL TYPICAL DETAILS. 3. CONNECT TYPICAL PARTITION(NON•LOAD BEARING) WALLS TO SLAB ON GRADE PER DETAIL 3 ON SHEET Sb. 4. USE DETAIL 4 ON SHEET 65 FOR SLAB CRACK CONTROL pG3L dOGn�OG`:1GA\G3� MO4 FM @@1m@1ffnU V00M i 12'p:wB�€ i6INN s IM 6 C0 (U bD Cd U IU i > ' LT. (� Q _ r:�,c�U 0 Q a ¢� U (h U) De�iSn: MEM K Checked: Sr Date: Mar 2008 Jab N9. 08-072 Sheet: Foundation Plan S-2 R,tted: 6/23/2008 9:50:43 AA7 I <a I ` O b (� Ey. tt ......q .�. / ,.._ ._ e� .._i___....._...........- ....L........_...._......... 1.1 ._........." 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Dam NorthStar dmreev Eign«ry •w�•N mrn.. m mnmen ti Smucker Quality Beverages 01AI En moms -Sures mortvewm„aeam vmxn..ow.:.w"a. o Y«a ods dao."-�.e�mmme. Chico, CalXomis me.'°m�. �mppni00Yn wnwm.mmiw.�....a 37 Speedway Ave. 515 N5$°I�W�gIaW.SUIE 500 Nay dodSw E"i�..dp Rwr u..Yv rm rou. vm nmr mm�n. s memw mesh d O.W,WSaAlM 959& MY.mreNid.Sn�Ergiwnq..¢mmvd�t.x d.vig. ® Chico, CA��9�r,,m,�:.O ® _�mn CONC. DECK PER PLAN TEK SCREW INTO A Nip T20D-43 STEEL TRACK, STUD ON EA, SIDE OF TYP. U.O.N. A. FA STUD. TYP. U.O.N. #10 TEK THRU TRACK 8 INTO END CAP AT tr O.C. INTERIOR WALL —� PER PLAN T 12 CFS BEARING WALL DETAIL NO SCALE yeti SIMPSON TITEN STUD SCHEDULE' CONCRETE SCREW AT NO SCALE tr O.C., TYP. U.O.N. Lf 6' MIN. CONC. DECK PER PLAN 18 GA G.S.M. CONTINUOUS END CAP _ _ _ _ _ _ _ _ _ _ _ _ _ _ TEK SCREW INTO T20D-43 STEEL TRACK, t: STUD ON EA. SIDE OF TYP. U.O.N. EA. SND. TYP. U.O.N. (2) _ #10 TEK THRU TRACK 6 1 STUD IDENTIFICATION NO SCALE INTO END CAP AT 12'O.C. I NOTE: PROVDE (7) - #10 TEK SCREWS ON EA. SIDE OF KING STUD S INTO TRACK TOP TRACK SPLICES, DO INTERIOR WALL NOT SPLICE END CAP AT PER PLAN TOP TRACK LOCATIONS CFS BEARING WALL DETAIL 11 _ter_ DO NOT ALIGN. PROVIDE NO SCALE SCREW PATTERN TO 3 1R• VERSALAM BEAM SAME DEPTH AS _ _.............. _ WOOD JOISTS SILL P FOOT! PER PI 3• M (15) - #10 TEK SCREWS INTO CONT. END CAP 6 METAL DECKING STUDS PER PLAN HARDY FRAME PANEL PER PLAN WASHER BUILT INTO CORNERS OF PANEL (BY MANUFACTURER) STL SHIM AS REO'D. UNDER SHEAR PANEL (MAXIMUM THICKNESS OF 1-1l2') 1-118'0 ALL -THREAD ANCHOR BOLTS EMBED 18' MIN. INTO CONCRETE WITH 3X3-"16* WASHER AND DOUBLE NUT TACK WELDED TO ALL -THREAD Ir, 1 HARDY FRAME PANEL ELEVATION .01 r n F 3/d' PLATE no 314• PLATE o 0 PLAN VIEW OPTION #1 PLAN VIEW OPTION #2 j V1 POST PER PIAN i UNDISTURBED SOIL 4-314.0x8'1,4IN.EMBED.A.B. .^_ REINF. PER PLAN 9 BASEPLATE DETAIL NO SCALE POWDER-0RNEN FASTENER AT 24' O.C. INTERIOR WALL PROVIDE 0.145' SHANK DIAMETER, 1 1/4' MINIMUM PER PLAN EMBEDMENT AND 3' MIN. SLAB EDGE DISTANCE T200.43 STEEL TRACK, I W/ (2) MIN. PER TRACK. TYP. U.O.N. CONC. CURB, WHERE OCCURS TEK SCREW INTO L 5.X. 'X 3 1/r X 1/4' CONT. ANGLE STUD ON EA. SIDE OF W/ P.D.F. AT 24' O.C. EA. STUD, TYP. U.O.N. I a 7 ! CONC. SLAB AND REINF. PER PLAN I a UNDISTURBED SOIL 4 ''— I•\ (1)#4 CONT. TOP& BOT. CFS BEARING WALL DETAIL 8 STUD SCHEDULE' STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.D43 In. - 43 mils.; 1 m0. - 1/100(r) T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F= FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - 43 NO SCALE TRACK SECTION 'CFS HEADER 8 BEAM DETAIL', TYP. (2)-#10 TEK SCREWS THRU TRACKS -- 1z0. a 1.1/2TO r GROUT NOTE UK PER 17.15 ON , Z atu F SHT. S-1 •I i UNDISTURBED SOIL 4-314.0x8'1,4IN.EMBED.A.B. .^_ REINF. PER PLAN 9 BASEPLATE DETAIL NO SCALE POWDER-0RNEN FASTENER AT 24' O.C. INTERIOR WALL PROVIDE 0.145' SHANK DIAMETER, 1 1/4' MINIMUM PER PLAN EMBEDMENT AND 3' MIN. SLAB EDGE DISTANCE T200.43 STEEL TRACK, I W/ (2) MIN. PER TRACK. TYP. U.O.N. CONC. CURB, WHERE OCCURS TEK SCREW INTO L 5.X. 'X 3 1/r X 1/4' CONT. ANGLE STUD ON EA. SIDE OF W/ P.D.F. AT 24' O.C. EA. STUD, TYP. U.O.N. I a 7 ! CONC. SLAB AND REINF. PER PLAN I a UNDISTURBED SOIL 4 ''— I•\ (1)#4 CONT. TOP& BOT. CFS BEARING WALL DETAIL 8 STUD SCHEDULE' STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.D43 In. - 43 mils.; 1 m0. - 1/100(r) T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F= FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - 43 NO SCALE TRACK SECTION 'CFS HEADER 8 BEAM DETAIL', TYP. (2)-#10 TEK SCREWS THRU TRACKS -- ��'—'-'- MEM : ST ^ IMO BEAM ON EACH SIDE (4 TOTAL) 08-072 SEE NOTE 4 � Sneer: S -SECTIONS T -SECTIONS U -SECTIONS F -SECTIONS 1 STUD IDENTIFICATION NO SCALE yys (4) -'TEK SCREWS THRU COLD -FORMED BEAM AT EA. FLANGE oFSTUD. nP. 725054 STEEL TRACK, /` TYP. U.O.N. KING STUD S INTO TRACK PER SCHEDULE I I a$b $=3Sa`• 3ggffi�v 8g: o e KING STUD —�— ® _ter_ DO NOT ALIGN. PROVIDE SCREW PATTERN TO Q O DIETRICH TRADEREADY MATCH BEAM All' I STU ECTION TRACK SECTION—� STUD 8 TRACK SECTION WITH MATERIAL THICKNESS TO 1 MATCH TYPICAL WALL STUD B� B PLAN VIEW B -B SIDE ELEVATION VIEW OF BEAM CONNECTION WITHIN STUD WALL #10 SCREWS AT 12'O.C. MAX.. TYP. AT EA. FLANGE OF EA. STUD / TRACK PAIR 010 SCREWS AT tr O.C. MAX. (STAGGERED FROM EA. SIDE - a 600S20D•68 STUD SECTION AND AT TOP AND BOTTOM) C� € 60OT200M TRACK SECTION I SEE ELEVATION ABOVE ,. •�._L FOR POST AT STUD WALL 1. ALL MEMBERS SHALL BE UNPUNCHED. 2. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. 7 CFS HEADER & BEAM DETAIL NO SCALE SIMPSON'CCOO' 4 COL CAP W/ 010 TEM SCREWS INTO BEAM COLUMN PER — PLAN COLDFORMED STEEL BEAM PER DETALL 7 ON THIS SHEET I T I I I \ I COLUMN TO y16' COLUMN CAP 6 COLUMN CAP DETAIL _ NO SCALE 1-1/2'x 16 GAUGE COLD ROLLED CHANNEL (OR APPROVED EQUAL) 1 1/2• T1 112• MIN. e WALL STUD PER 'STEEL STUD SCHEDULE' 2'x2'xl6 GAUGE CLIP ANGLE x 1/4' LESS THAN STUD WIDTH (OR APPROVED EOUAL)t ATTACH USING (4) #10 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. 5 TYP. BRIDGING DETAIL NO SCALE SPACING PER *STEEL ■ ■ STUD SCHEDULE' STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.D43 In. - 43 mils.; 1 m0. - 1/100(r) T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F= FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - 43 HEADER PER _ 5�9 ffi 'CFS HEADER 8 BEAM DETAIL', TYP. ` pa 2$y 2 5 MEM : ST STUD SIZE STUD SGHEDULE'DUIE' ONN SHEET S-2 KING STUDS PER 'CFS FLOOOR I I I (2) S0#Clip CL SERIES CLIPS (CLIP BEAM SCHEDULE', TYP. THICKNESS TO MATCH STUD THICKNESS). MFR'D BY THE STEEL NETWORK. ATTACH TO STUDS WITH (4) PDF SIZE, TYPE AND SPACING PER #12 SCREWS AND TO SLAB WITH 1/C 0 x 'INTERIOR STEEL STUD 4' MIN. EMBED. SIMPSON THEN HD, SCHEDULE' ON SHEET S-2 REQUIRED AT EXTERIOR OPENINGS GREATER THAN 6 FEET NOTES 1. SEE 'INTERIOR STEEL STUD SCHEDULE' ON SHEET S-2 FOR ADD'L INFO. 2. PROVIDE (3) PDFS AT EACH SIDE OF DOOR OR WINDOW OPENINGS <= 6 FEET. PROVIDE S6IC6p SERIES CLIPS AT LARGER OPENINGS. 3. BRIDGING NOT SHOWN FOR CLARITY (PROVIDE BRIDGING PER -TYP. METAL STUD DETAIL'. 4. PROVIDE SSECTION WITH SIZE AND TYPE TO MATCH STUD WALL WALL CONSTRUCTION ��TYP- NO SCALE 16 I ■ ■ 2 NO SCALE STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.D43 In. - 43 mils.; 1 m0. - 1/100(r) T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F= FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - 43 _ 5�9 ffi _ pa 2$y 2 5 MEM : ST ^ _ OPENING _ WIDTH, W. TYP. TRIMMERS PER 'CFS FLOOR BEAM SCHEDULE', TYP. SEE NOTES r- SEE NOTE 2 08-072 SEE NOTE 4 � Sneer: S -SECTIONS T -SECTIONS U -SECTIONS F -SECTIONS 1 STUD IDENTIFICATION NO SCALE KING STUDS PER 'CFS FLOOOR I I I (2) S0#Clip CL SERIES CLIPS (CLIP BEAM SCHEDULE', TYP. THICKNESS TO MATCH STUD THICKNESS). MFR'D BY THE STEEL NETWORK. ATTACH TO STUDS WITH (4) PDF SIZE, TYPE AND SPACING PER #12 SCREWS AND TO SLAB WITH 1/C 0 x 'INTERIOR STEEL STUD 4' MIN. EMBED. SIMPSON THEN HD, SCHEDULE' ON SHEET S-2 REQUIRED AT EXTERIOR OPENINGS GREATER THAN 6 FEET NOTES 1. SEE 'INTERIOR STEEL STUD SCHEDULE' ON SHEET S-2 FOR ADD'L INFO. 2. PROVIDE (3) PDFS AT EACH SIDE OF DOOR OR WINDOW OPENINGS <= 6 FEET. PROVIDE S6IC6p SERIES CLIPS AT LARGER OPENINGS. 3. BRIDGING NOT SHOWN FOR CLARITY (PROVIDE BRIDGING PER -TYP. METAL STUD DETAIL'. 4. PROVIDE SSECTION WITH SIZE AND TYPE TO MATCH STUD WALL WALL CONSTRUCTION ��TYP- NO SCALE 16 I ■ ■ 2 NO SCALE STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.D43 In. - 43 mils.; 1 m0. - 1/100(r) T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F= FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - 43 _ 5�9 ffi _ pa 2$y 2 5 MEM : ST ^ BggBg�wP�i1L §3F Ea- o 08-072 CSTUD/JOIST TRACK CHANNEL FURRING CHANNEL Sneer: S -SECTIONS T -SECTIONS U -SECTIONS F -SECTIONS 1 STUD IDENTIFICATION NO SCALE yys (1)#10 SCREW 6 AT EA. FLANGE oFSTUD. nP. 725054 STEEL TRACK, /` TYP. U.O.N. p8ffi g ALIGN JOISTS OR RAFTERS DIRECTLY OVER STEEL STUD a$b $=3Sa`• 3ggffi�v 8g: o e BELOW. WHERE STUDS 85 _ter_ DO NOT ALIGN. PROVIDE Q O DIETRICH TRADEREADY HEADER(TDHA)OVER TRACK TYP. PUNCH OUT Q MAX. DIMENSIONSis $ '+ ir SEE 'TYP. BRIDGING a _ DETAIL' FOR ADOL INFO. u D - U 7200.54 STEEL TRACK D TYPICAL, U.O.N. END OF STUD WITH (1)-#10 SCREW u FLUSH TO TRACK - AT EA. FLANGE OF STUD, TSB. TYP. TYP. _ i LENGTH UP 7010'-0' LENGTH >1O-0AND <=2fY-0' � NOTE: PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. 1. ■ . 3 TYP. METAL STUD DETAIL OIDSCREW NO SCALE GYPSU 11-R AT16*D.C. —� I CONTINUOUS OUSB co) AT 15 O.C. f( 1J r/ —� CONTINUOUS BEHIND N INTERIOR NON-BEARING QQ WALLS cd U U O O ALTERNATE CORNER ALTERNATE INTERSECTION U O to U N #10SCREWS #10 SCREWS d AT 16' O.C. AT 16'O.C. TYP. U — W TYPICAL CORNER TYPICAL INTERSECTION (� WALL FRAMING AT CORNERS ■ ■ 2 NO SCALE STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.D43 In. - 43 mils.; 1 m0. - 1/100(r) T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F= FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - 43 MEMBER DEPTH: FLANGE WIDTH: (Example: 800 x 1/100' - 8') (Example: r - 2.00' - 200 x 1/10(') ALL MEMBER DEPTHS ARE TAKEN ALL FLANGE WIDTHS ARE TAKEN IN 1/100'. FOR ALL -r SECTIONS, IN 1/100'. MEMBER DEPTH IS THE INSIDE TO INSIDE DIMENSION. _ MEM : ST ^ teMay 2008 iob`Na.: 08-072 CSTUD/JOIST TRACK CHANNEL FURRING CHANNEL Sneer: S -SECTIONS T -SECTIONS U -SECTIONS F -SECTIONS 1 STUD IDENTIFICATION NO SCALE SD -1 Plotted: Mon, Jun 23 2008 4 13 1 14 1 IS 1 - K I 7 1 5 \I/ (2) • 5 CONT. AT TOP OF WALL 11-8 L 1 10 1 11 I 12 Z SO. WASHER (REQUIREMENTS APPLY TO ALL ANCHOR BOLTS IN SET) TACK WELD NUTS TO 2 3 4 13 1 14 1 IS 1 I 6 I 7 1 5 \I/ (2) • 5 CONT. AT TOP OF WALL 11-8 9 1 10 1 11 I 12 Z SO. WASHER (REQUIREMENTS APPLY TO ALL ANCHOR BOLTS IN SET) TACK WELD NUTS TO 7 A I 1 Hd BENT REBARTOP SINGLE 10 PLATE CONNECTING ALL A.B. IN GROUP)uu##7}pp66 (2)•5 CONT. AT OF WALL CONCRETE SLAB PER PLAN a B 1B' AT 78'O.C. LL 'r REQUIRED THRUST TIE PER PLAN pp� S $ 36' g �S eB O p4 BENE REBARI d I B�pgb AT 18' O.C. 16' • O SLAB SASE 8 SUBGRADE FER ° ,e de . PFa PIAN AND SOILS REPORT (2) - S CONT. ° ° � �' �DeVB I 38' TOP OF WALL aT • ° Yo 66 BENT REBAR AT IB' O.C. 1g• =4 d � I #5 AT 18'O.C. VERTICAL d (ROUGH, CLEAN 8 WET) H S p5 AT 18'O.C. VERTICAL S HORIZONTAL REBAR PER SCHEDULE TOP C HORIZONTAL 8 p - SIZE PER F20MG SCHEDULE 8 BOTTOMWI ENDS OF BARS 3- CLEAR FROM ENDS OF K SPREAD FTG. SECTION FOOTING � � ¢ 4 BASE It SUBGRADE PER _ w ageag NO BCALE TRUCK DOCK d PLAN AND SOILS REPORT u S TRUCK DOCK SLAB PER PLAN 'L . SLAB PER PLAN CONSTRUCTION JOINT, NOTE: D °I CONSTRUCTION JOINT, WHERE OCCURS REFER TO DOCK LEVELER 1 . WHERE OCCURS (ROUGH, CLEAN S WET) MANUR FOR ADDITIONAL (ROUGH, CLEAN S WET) REQUIREMENTS AND EMBEDS 44 °• e K� a� ° I;° ° ° rpd ° Q ° STANDARD HOOK PER G' a °'I ° STANDARD HOOK PER I9 d° NOTE 5.8 ON SHEET ST a NOTE 6.0 ON SHEET I-1 (4) • q5 CONRNU0U9 d v (4) • p5 CONRNUOUS TOP 8 BOTTOM TOP 8 BOTTOM 13 1 14 1 IS 1 16 CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE. SPACING, PROJECTION, AND LOCATION W/ RIGID FRAME MANUFACTURER. PROVIDE ALL -THREAD W/ DBL NUT AND Mr. 21/? Z SO. WASHER (REQUIREMENTS APPLY TO ALL ANCHOR BOLTS IN SET) TACK WELD NUTS TO WASHER AND ALL-THREADNLOTE: WASHER AT BOTTOM OF BOLT MAY BE SUBSTITUTED FOR A $•p SINGLE 10 PLATE CONNECTING ALL A.B. IN GROUP)uu##7}pp66 CONCRETE SLAB PER PLAN B (2)-p3 TIES AROUND A.B. SET WHERE THRUST TIE - g�8 REQUIRED THRUST TIE PER PLAN pp� S $ g �S eB d B�pgb 6 ° ,e de S WYUp �DeVB Yo CONSTRUCTION JOINT, d � WHERE OCCURS ° (ROUGH, CLEAN 8 WET) S ° ° REBAR PER SCHEDULE TOP C 8 M - SIZE PER F20MG SCHEDULE 8 BOTTOMWI ENDS OF BARS 3- CLEAR FROM ENDS OF SPREAD FTG. SECTION FOOTING � � ¢ 4 _ ageag NO BCALE u S 3 D = �RETAINING WALL AT DOCK LEVELER RETAINING WALL AT LOADING DOCK 10 NO SCALE� NO SCALE (I)-#4 CONT. AND PROVIDE OF p4OP CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE, SPACING, PROJECTION, AND EDGE DETAIL AND DOOR AND BOT. AT ROLL•UP DOORSTHRESHOLD PER METAL LOCATION W/ RIGIDFRAME MANUFACTURER. PROVIDE ALL -THREAD W/ OBL NUT AND 1/2' x 2112' BUILDING MFR. PLANS CONC. SLAB PER PLAN SO. WASHER (REQUIREMENTS APPLY TO ALL ANCHOR BOLTS IN SET) TACK WELD NUTS TO WASHER AND ALL -THREAD (NOTE: WASHER AT BOTTOM OF BOLT MAY BE SUBSTITUTED FOR ° SINGLE 1/2' PLATE CONNECTING ALL A.S. IN GROUP) , CONCRETE SLAB PER PLAN ° (2)-03TIES AROUND A.B. SET WHERE THRUST TIE THRUST TIE • d BASE 8 SUBGRAE PER FDN. PLAN REQUIRED PER PLAN AND SOILS REPORT !°�I aI ° I < g• ° - �� I'-0' � UNDISTURBED SOIL la' °° I PERIMETER SLAB SECTION NO SCALE It . # I d I ' ° PROVIDE 1/8' RADIUS ON 3/4'0 SMOOTH BAR x 24' LONG AT SAME ANCHOR BOLT GROUP ANCHOR BOLT GROUP PER PLAN PER PLAN I I ' I °e d e ONE SIDE OF JOINT ONLY SPACING AS SLAB REINF. CENTERED ON LAP SPLICE PER NO ON SHE S7 SAWCUT CONSTR. JOINT JOINT. WRAP ONE END W/ 1S# FELT OR S _ _ _ _ _ _ _ _ _ _ _ � °,•I .eI ° I e ° AFTER FIRST POUR SUP COVER. 85 VERT. ATEA. CORNER OF ANCHOR BOLT GROUP W ^E °I°' d ° (FOUR fS TOTAL) �ppUR SECO D POU I �a CONC. SLAB REINF. PLAN VIEW THRUST TIE REINF. PER PLAN °d°dee . I e ° w JOINT.BREAK CONSTR. ° d ° PROVIDE JOINT FILLER PROVIDE LAP AT SPLICE THRUST TIE REINF. PER PLAN PER NOTE 5-2 ON SHEET S1 . - 1/8' WIDE TOOLED OR SAWCUT ° w ° ° °'d I I, _°,• a—° a . �° .�d ' CONSTRUCTION JOINT CONTROL JOINo_FT . CONC. SLAB PER PLAN TI d CONSTRUCTION JOINT, I ° WHERE OCCURS d °• S ° (ROUGH, CLEAN 8 WET) :r FF 8. E PROVIDE JOINT FILLER �+ REBAR PER SCHEDULE TOP TYP. SLAB REINF., CONTINUOUS 7 8 BOTTOM WI ENDS OF BARS 1'-0' OF SIZ PE O GSC EDU 3• CLEAR FROM ENDS OF FOOTING CONTROL JOINT ��� SECTION THRU THRUST TIE ��1 SPREAD FTG. AT LOADING DOCK �� SLAB CRACK CONTROL °9 NO SCALE V NO SCALE L NO SCALE CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE. SPACING, PROJECTION, AND EDGE OF CONCRETE SLAB LOCATION W/ RIGID FRAME MANUFACTURER. PROVIDE ALL.THREAD W/ DBL NUT AND 1/2' x 2 VP HORIZONTAL REBAR TOP AND SQ. WASHER (REQUIREMENTS APPLY TO ALL ANCHOR BOLTS IN SET) TACK WELD NUTS TO BOTTOM WASHER AND ALL -THREAD Nf OTE: WASHER AT BOTTOM OF BOLT MAY BE SUBSTITUTED FOR SINGLE 112' PLATE CONNECTING ALL A.B. IN GROUP) EDGE DETAIL AND DOOR r CONCRETE SLAB PER PLAN THRESHOLD PER METAL BUILDING MFR. PLANS CONSTRUCTION JOINT, OPTIONAL CONST. JT. WHERE OCCURS ROUGH, CLEAN, 8 WET (ROUGH, CLEAN 8 WET) Ifo BAR BENT AS SHOWN TIED TO ° d e ° d. II BOTTOM HORIZONTAL BAR TOP AND d � � I BOTTOM d d IN \��/%� j e ' ° • e d \ \ p ^-f. -e T 1�., T .. BASE 8 SUBGRAOE PER BASE S SU8GRAE a = PLAN AND SOILS REPORT (5) 114 CONT. ��\ PER FON. PLAN AND -- TOP AND BOT. ..d °: . ' SOILS REPORT d e ° dUNDISTURBED SOIL T --* EDGE OF SPREAD FOOTING u� u7 T Y4 REBAR PER SCHEDULE TOP U o. 8 BOTTOM W/ ENDS OF BARS � EDGE OF CONTINUOUS FOOTING n O SIZE PER FOOTING SCHEDULE3' CLEAR FROM ENDS OF FOOTING $ PERIMETER FTG. AT CONVEYOR 5 INTERIOR SPREAD FTG. SECTION PERIMETER FTG. SECTION NO SCALE NO SCALE ` NO SCALE 1 5 1 6 1 7 1 8 9 I 10 1 11 I 12 1 13 1 14 1 15 1 IB Design: MEM K Checked: ST Date: May 2008 Job No. 08_072 Sheet: L SD -2 Plotted: Mon, Jun 23 2008 BEAM SEISMIC BRACE METAL ROOF BEAM 3/8" ALL THREAD SEISMIC BRACEV'.HR-AC_KE-T-W(-T11) AIR HANDLER 1-1/2" X 1-1/2" X 1/8" ANGLE IRON FURNACE HANGING DETAIL @ BEAM N.T.S. HVAC EQUIPMENT SCHEDULE FC -I Trane 4TEE3F40AI Fan Coil 208 volt, 1 phase, % hp Indoor Fan Motor 175 lbs w/ 5kw Heat Strip Set Outside Air = 140 cfm FC -2 Trane 4TEE3F40AI Fan Coil 208 volt, 1 phase, % hp Indoor Fan Motor 175 lbs w/ 5kw Heat Strip Set Outside Air = 135 cfm HP -I 4TWX6036B I Heat Pump Outdoor Section 208 volt, I phase, mca = 24 amps, 275 lbs R4 OA Refrigerant, 17 SEER 14P-2 4TWX6036B I Heat Pump Outdoor Section 208 volt, I phase, mca = 24 amps, 275 lbs R4IOA Refrigerant, 17 SEER EF -I Greenheck G-095 Roof Mounted Exhaust Fan 600 cfm, 0.5 sp, 1/8 hp, 75 lbs OUTSIDE AIR CALCULATIONS FC -1 CEC: 935 x .15 = 140 cfm UBC: 935/100 x 15 = 140 cfm FC -2 CEC: 900 x.15 = 135 cfm UBC: 900/100 x 15 = 135 cfm HVAC NOTES HVAC balancing shall be per CEC Section 121(f), with ventilation. Documented per Title 8, Section 5142(b) of the California Safety Code. HVAC Contractor will provide the Building Department with an Outside Air Certification before Final Inspection. Indoor Fan Motors to run continuously during occupied periods. Signed Date Don Fowler McClelland Air Conditioning, Inc. California Contractor's License Number C-20 345121 1/4" = 1.4. 12" Duct to Roof Mounted Exhaust Fon HVAC PLAN SCALE 1/4" = 1'-0" 0 0 First Floor 1/4" = 1'-0" 12" 10" Z U Q V) LLI L7 Q' LLJ M JLJ Q z W � Q ONi 1n N a rn Y w v W U N 0 o Z U) M U O N Z a x w Dale: JUNE t00a Drown: DF/rtt Swle: AS SHOWN S"M: M.1 of 1 H I , d. LANDS TO REMAIN AS IS _ - --_-_ _--___-_ --- _-_� ' 1— — _-- __-- ..' - 111j PROPOSED PROPERTY UNE LOCATION 1111 1111 1111 I 1 I 1 I 1 1�1 1 1 MINIM Ir1,1 1 1 1 1 1 1 I I 1 1 1�1 ' 1 rll 1 1 1111 I 1 IIII I 1 11� 1 REVISE BOUNDARY UNE MODIRCATION--,\ E)uSnNG POWER POLE: K.._--- ------ K M 1 . 1 X_...--- x ..... _........ X ------------------- -- - _ ------_ - ------- I a P TYP E 1RUCK PAVING 56.9755< `� 3 ` 5 7 'm';TINC PAOlkRTY UNE TO 6E RELOCATED t ' TRUCK PANNG 3,105 SF t i ,'t I 1 i t II. iii i'1 �.i ilH 1 •i ,t� 1'.i 1'i 1'qp2= QTf.': ' .P�.�' i{ EXISTING CONCRETE PAD I�/�p 1 ,'Lit`. t'�li i•t 1 Rem" TRENCkS I iH i i `I DOORS PANEL NO i I DOCK LEVELERS PROP SED DISTRIBUTION FCILITY % • 132,750 SQ. FT. / + `<'�'• B ILDING F.F.E: 207.5q / 'G ll'7 VIA LCG - ------ 1' PANEL L AUTO PANNG 9.931 PIIOME BOARQ• NEL N / 1 ! ® 1 J* 1 it •. �_/ -- 1 f---�1 1 Ivy � :..2_.:.......,..' .-LL.....I _----_-- PANEL HI 1 2-7'G 1 P i PIRE DELL/PLO" TGN - - - - 2 RODETIT3j le- JOINT UTILITY 7RENGN - - _ - I I j 1,1` UTILI�REQUIREMEN9. - - - _ - _� _... �...ww._.� , ` 1 • '` r TR OEPRE55EO PAD -eimpRlc LANDSCAPE POND 1 sE19Act t...._..... .. .............: .....' I I DEPREssEo LANDSCAPE LANDSCAPE AREA 19.0 AQP, I POND - 1.5• - I I � 7 'm';TINC PAOlkRTY UNE TO 6E RELOCATED t ' TRUCK PANNG 3,105 SF t i ,'t I 1 i t II. iii i'1 �.i ilH 1 •i ,t� 1'.i 1'i 1'qp2= QTf.': ' .P�.�' i{ EXISTING CONCRETE PAD I�/�p 1 ,'Lit`. t'�li i•t 1 Rem" TRENCkS I iH i i `I DOORS PANEL NO i I DOCK LEVELERS PROP SED DISTRIBUTION FCILITY % • 132,750 SQ. FT. / + `<'�'• B ILDING F.F.E: 207.5q / 'G ll'7 VIA LCG - ------ 1' PANEL L AUTO PANNG 9.931 PIIOME BOARQ• NEL N / 1 ! ® 1 J* I it 1 it •. �_/ -- 1 f---�1 1 Ivy � :..2_.:.......,..' .-LL.....I _----_-- PANEL HI 1 2-7'G 1 P i PIRE DELL/PLO" TGN - - - - 2 RODETIT3j le- JOINT UTILITY 7RENGN - - _ - I I j 1,1` UTILI�REQUIREMEN9. - - - _ - _� _... �...ww._.� , ` 1 • '` r -eimpRlc sE19Act t...._..... .. .............: .....' I I DEPREssEo LANDSCAPE I POND - 1.5• - I I LANDSCAPE AREA 11 I I L z ____ _ _......... _...._.ter I it 1 it `+�,`• �_/ -- -�•} MAIN 5POTCNBOARDI - 1 1 PANEL HI 2-7'G 1 P PIRE DELL/PLO" TGN - - - - 2 RODETIT3j le- JOINT UTILITY 7RENGN - - _ - I I j 1,1` UTILI�REQUIREMEN9. - - - _ - _� _... �...ww._.� , ` 1 • '` r .....V.... - ................. ._. -_.. — — _.._._. ..T..t. SPEEDWAY. AVE --............:............................................. ...... ...... ... A,-rn.......,....«......_......... _-......_...---_ «-__._..._...«.......- - � . a SITE PLAN 5GALE, I- . b' N r I' ELECTRICAL SYMBOLS, ® LViEX RECEPTACLE BA I$V SML • .M'" PPbLE GPL U RECEPTACLE. BA RSV SK 6 HD• UND SMKE RECEPTACLE 1$/ STI 6 -0' 11110 18 SPECNAL ONLET PITH TMST LOCK PLGEPfAcu. SEE RNi+ FOR S15CF"TIM V TEIBNPE QRIET, RIM I SMM TO AOGESBAE CE11.I16 V COMBINATION PATAREIDW E PRLET, 9100 1 STRDM TO ALCEY BlP C'Eaw. OR PRE -MIRE DEVICES. 5 4R.e I= T036LE 5NTOL • M6' UO 52 DID PGE TD66LE 5"TO(6 M6' INP 5,/ M@41AY TOO&I! SNTOL • N6' UNP 5, ,DN16L sNTOL6 -w LM 5M MTT sto-FER FNOOLA maw LEvHJ sNTCN1. um 91.1E 6AItl Rm. 5M PATT STO WER WKICKLA RMV UVELJ SNTO1 USE MUZ 6NO RIME. ® occwANGY seem O JNCTION WK SIA I TYPE AS INDICATED OR REQ/RED d PISCOIEGT 41TCAL SIEEP AS REPR+ED ® PNH9DAIE7. MINTED AS NOTED ON PANG 50MLE pT PSTRaeuna mANraeet M GW M AS NOW o TERMINAL CABINET. 9A AMO TTE AS NOTED TELEPHONE TERMINAL COMET P X 6' X SM* PLYHOOO OR AS TED NONDOLELE PIPLEX WAPIAUE 1 1.16 600 Omom TYPE RJVM5CENT UJINN FIXTURE - RECESSED Q R1ID ESCBIT DONT FIXTURE - SURFACE OR FBOANT TINTED FLUV ESCENT STRIP LMNR - 9/BACE IINTEP 0 I)CANDME T / MD LOW MXTIE - RECESSED { 1• 6OAKX-SMO / NO L*KT RNNIE - SIMACE HONIED MONIED DlJ40EWBR / NO MIT RXT RE - HALL MOORED DOMMY,EAT MIT r -r EMEROMY LMMTOM RXME - SMACE HINT® ® CONTROL EOIR161T, ME5I COIEGT AS RE I RED LUO M aAwAL EGIREIT DE5MNATMN / MOTOR ^ - COONT RUN CONceALEP QOM FLOM OR FMSNED GRAPE �- COIODT COGEALED N MIL OR C ELM ^- NIPH66M TO RMPMTIVE PANEL OR TERMNAL (AMET - MERSRMV �- MOMER I TO 01E5PE411VE PANEL OR TERMINAL CASW - OVERHEAD ®MTAIL DESMNATON TOP N/IDER INOKATES DETAIL BOTTOM LETTISMI- FR IXPVATM • QT M ISOLATED 6ROUI0 691 6ROA0 PML? NTERIOPIBL HL WHY LMNT - UKATCI® TI ME PP MEATIERPRPOP MT Elf" C40MI NM FU LSTRDM M EXDTDM NB NOT N ELMTRILAL SECTOI O TIESE PLANS 1 SPECS B17 twitim NOTED OR1911IM 51TE PLAN 1-IXT491E TYPE, (D MAXONOLE IN BA5E OF POLE COHPLETE NTH 6ASKETED COVER C40WMGT 69101..0 PORE TO POLE. R,LL BASE COVER. bMCMOR M/TS ABOVE 1 BELOM FLAPOE FOR LEVELING. IS) FS Tey r OM CBnER. HOOK ISV AR01I1m VT9 rvI BAR MXMN GRAPE COOIRT FEEDER PER FLAM5 SALVMIIZED ,}BCLTS U RIM UIREPI. SIZE AS RECOM'BOED BY POLE MANAAGTIRER (4) " VERTCAL REDAR NTH 9 TES ON 10• CENTER-LIIE C 1,1CA Tt BASE. CONCRETE TO BE MIN 2900 F51 M 36 DAYS, PORED IN NATURALLY COMPACTED EARTH MOLE FREE W LOOS! DIRT OR PEBR19. NO 5GALE REVISIONS BY Vz V lu . aM Y d� In r $ o } i a f N rn FD m 2 m j0=F� m a U IO Z w Q W W W F- Q W v .1� V , DPH. 06/16/08 SPP1A SMONN o— ABMT A,6 ="MH EO a slwAh ` METER SWITCHBOARD •M513- NEMA 5R UNDERbROUND PULL SECTION 1SCMEMLE _T — — — — — — — — — — — — — — — --- 11200A 2.71/480V SPH 4104 81,095 FIELD VERIFY AIG RATING ■ RM I I I 400/9 400/9 400/9 100/9 I SPACE I M I I 1200/9 I �R ■ORKIR I I I ��r�v00000SEw� I FUTURE I I I I I 2-2•G L E on�zszE�� 4-9/0 EA. 2-2'G 2-2.0 EEM ©MrczUmEQ I ORgMD BUSS — — — 4-9/0 EA. 4-9/0 EA. — — — — — PANELPN�L PANEL 9/0 W GROUND i7M--omMI No 6IEZHEIa UFFER METAL.yC. •I•GOAS. G EL -00111111111E MUTER �E�oom��m��E�Eno¢31.� 9-•6 IM- • BOND A5 19KVA 45KVA Z97 IZO OED REQURED 120/206V 120/206V NE7M0 PER NEC 5PH 4M1 9PN 4M MRAPAROIND LENS 90-94 7RNSFRMR T TRHSFRMR 1111111111111111MED I RUUD 2-G I IWC, SERVICE GONDUT9/ 4-9/0 4--1 30MM�', CONDUCTORS PER PANEL PANEL BY MANUP. UTILITY COMPANY L LI E1,04[,1290 REOUIREMEWS, Ip ter-•.�'.'�7-EI'•.W'LOAD 45666/5-460 • FACE NOTE: ALL SUB PANELS RATED 10000 Air- ALL IGALL MORE TIO WrW M COPPER VHA. ONE LINE DIAGRAM NO 9GOALE • BREAKER LOC -ON 1SCMEMLE 1PANELBOARD 504EWLE1 PANEL NO OE9GWPnON 2'1'7/4aO VOLTS 3 4 PI: ■ Fursm MOIMTINO ■ RM RAD ryFe-EANELBOARD 400 AMP WAI LM 0 SURFACE 1 - 190,5" �R ■ORKIR ��r�v00000SEw� �L::oo���e�-��©•moo ��oom�t>�m��otLoc��a� B RUUD E on�zszE�� r�IM©EEo 6-94MTT9H0 EEM ©MrczUmEQ EMU E=- n �E�osm�t>�o��omo • OPTIONAL LENS En- LITHONIA i7M--omMI on�����o�■■��� 6IEZHEIa I - 92TRi 111111111=11110 '0�6� G EL -00111111111E 111111101=mmOr--'WFWiMMM1M �E�oom��m��E�Eno¢31.� NO===-=MME IM- oma D ���■I1■Ef7�����E�FL�■t■■- Z97 IZO OED 2-LAMP 4' FLUORESCENT WITH �MnED1N1N1111:71NII Z - P92T6 NE7M0 jq!11117MW4�ESUEUNoIN11111111MI•ED1■1■■- MRAPAROIND LENS EgIIISWIIIMI4[111I Mo© �MOEN===FI���EFI�■�■■- 1111111111111111MED I RUUD E - - PROVIDED BY MoEZI=====ME 30MM�', EXPG6MM 516H MOM BATTERY BACK UP 130 BY MANUP. SURFACE �Mw====MMoMMM� PAW E1,04[,1290 LOA -0 12304/3W - 54A Ip ter-•.�'.'�7-EI'•.W'LOAD 45666/5-460 • FACE X 125% l5qA TOTAL D======E3MMO- BACK-UP ��t��ot�t�����oM��� MI ES 7 T 1206EBPM91616 9 -LAMP 4'FLUORESCENT TROFFER M., 97PTWIM,7�777M= CEILING P LITNONA 12 LSTIl 1 1/7 IA P ACRYLIC LENSE, MASTER/SLAVE 130 6 - P92T8 Q IR IN • BREAKER LOC -ON 1SCMEMLE PANELBOARD PANEL NO OE9GWPnON 2'1'7/4aO VOLTS 3 4 PI: ■ Fursm MOIMTINO Type PANELBOARD 400 AW MAIN LLW RAD M61,1C0619-M ■_ r, 1 - 190,5" �R E i EiEBr� ��r�v00000SEw� �L::oo���e�-��©•moo ��oom�t>�m��otLoc��a� B RUUD �E�oo�����o�o�a,� 6 -LAMP LINEAR FLUORESCENT 3'1, 6-94MTT9H0 EEM ©MrczUmEQ EMU E=- n �E�osm�t>�o��omo • OPTIONAL LENS •74' LITHONIA i7M--omMI NI NMI NINmEiio 6IEZHEIa I - 92TRi 111111111=11110 '0�6� G EL -00111111111E 111111101=mmOr--'WFWiMMM1M �E�oom��m��E�Eno¢31.� 3„ 2" RECESSED D ���■I1■Ef7�����E�FL�■t■■- Z97 IZO OED 2-LAMP 4' FLUORESCENT WITH �MnED1N1N1111:71NII Z - P92T6 NE7M0 jq!11117MW4�ESUEUNoIN11111111MI•ED1■1■■- MRAPAROIND LENS EgIIISWIIIMI4[111I N EoE_a �MOEN===FI���EFI�■�■■- E I RUUD E - - PROVIDED BY M1ALL I EXPG6MM 516H MOM BATTERY BACK UP 130 BY MANUP. SURFACE EI PAW E1,04[,1290 LOA -0 12304/3W - 54A Ip ter-•.�'.'�7-EI'•.W'LOAD 45666/5-460 • FACE X 125% l5qA TOTAL • BREAKER LOC -ON LIGHT FIXTURE 5CHEOULE 1SCMEMLE PANELBOARD PANEL NO OE9GWPnON 2'1'7/4aO VOLTS 3 4 PI: ■ Fursm MOIMTINO Type PANELBOARD 400 AW MAIN LLW RAD M61,1C0619-M ■_ r, 1 - 190,5" �R E i EiEBr� �L::oo���e�-��©•moo .19' B RUUD NIB6X94-U4 6 -LAMP LINEAR FLUORESCENT 3'1, 6-94MTT9H0 SURFACE • OPTIONAL LENS •74' LITHONIA LF61/26-47TRT F.W 6 -DIAMETER FLUORESCENT DOM- I - 92TRi CEILING G M/OlT L16HT 3„ 2" RECESSED D LITMONIALB Z97 IZO OED 2-LAMP 4' FLUORESCENT WITH 130 Z - P92T6 CEILING MRAPAROIND LENS SURPA4E E I RUUD E - - PROVIDED BY M1ALL LIGHT FIXTURE 5CHEOULE 1SCMEMLE MANiAGTRER OATAL0014.!@ER OE9GWPnON V0.T. LAIP3 MOIMTINO A RAD M61,1C0619-M FULL CUTOFF PULL PACK r, 1 - 190,5" �R E i EiEBr� .19' B RUUD NIB6X94-U4 6 -LAMP LINEAR FLUORESCENT 3'1, 6-94MTT9H0 SURFACE • OPTIONAL LENS •74' LITHONIA LF61/26-47TRT F.W 6 -DIAMETER FLUORESCENT DOM- I - 92TRi CEILING G M/OlT L16HT 3„ 2" RECESSED D LITMONIALB Z97 IZO OED 2-LAMP 4' FLUORESCENT WITH 130 Z - P92T6 CEILING MRAPAROIND LENS SURPA4E E I RUUD L16NTED EMERGENCY EXIT PROVIDED BY M1ALL I EXPG6MM 516H MOM BATTERY BACK UP 130 BY MANUP. SURFACE EI PAW E1,04[,1290 LOA -0 12304/3W - 54A Ip X 125% 45A TOTAL LIGHT FIXTURE 5CHEOULE TYPE MANiAGTRER OATAL0014.!@ER OE9GWPnON V0.T. LAIP3 MOIMTINO A RAD M61,1C0619-M FULL CUTOFF PULL PACK r, 1 - 190,5" MALL SWA .19' B RUUD NIB6X94-U4 6 -LAMP LINEAR FLUORESCENT 3'1, 6-94MTT9H0 SURFACE • OPTIONAL LENS •74' LITHONIA LF61/26-47TRT F.W 6 -DIAMETER FLUORESCENT DOM- I - 92TRi CEILING G M/OlT L16HT 3„ 2" RECESSED D LITMONIALB Z97 IZO OED 2-LAMP 4' FLUORESCENT WITH 130 Z - P92T6 CEILING MRAPAROIND LENS SURPA4E E I RUUD L16NTED EMERGENCY EXIT PROVIDED BY M1ALL I EXPG6MM 516H MOM BATTERY BACK UP 130 BY MANUP. SURFACE EI PAW E1,04[,1290 EMERGENCY LIONT MOM BATTERY Ip PROVIDED BY • FACE M_ BACK-UP BY MAN IF. MI ES 7 T 1206EBPM91616 9 -LAMP 4'FLUORESCENT TROFFER CEILING P LITNONA 12 LSTIl 1 1/7 IA P ACRYLIC LENSE, MASTER/SLAVE 130 6 - P92T8 Q IR IN -__-_D FI LIT110NIA 26T699217016ESPV'tl1846 9 -LAMP 4' FLUORESCENT TROFFER 1p 9 - F92T6 OEILING g■■ooIll! I/2 IA YI/AORYLIG LENSE - RECESSED I CEILING MOU r VAPOR-T16NT ltEE�^ 4EILIN6 N IE-GOI011-16NT, E-MT9F4216 FLUORE5GENi 130 1 - CP42T4/4I MOUNTED PR2440-M MOM I,' POLE MOM oNe 5110EBOX LI-T2,1POLE I ' 4pOMM P FW"pS4SI,CIBz (MATCHES EXISTING ON 54TW MOUNT REVISIONS By V 2 0 lu a In an • O� m V d:6d z i a � N - O ^ N zx0 0mom 9 Vo j0=o, m a 0 V z vi Lu '- Q w w Lu CD J w v 0•N 06/16/06 sca. SNOINN 0— ABMT lae SIl••1 � I 01 Slwb PANEL MI 211/460 VOLTS 5 4 vi ■ FLUSH rype-EANELBOARD 400 AMP MAIN LU*5 SWA N■1111111 �E �O�■■��� M- 0 13 =3 NME INMEEDM1 M_ nFa IN MI ES 11111MEM11111o1■110� Es00 7MEMEMEI NI NEa00 IN g■■ooIll! 11111111111111111M - ltEE�^ - - X 12966 - 225A TOTAL REVISIONS By V 2 0 lu a In an • O� m V d:6d z i a � N - O ^ N zx0 0mom 9 Vo j0=o, m a 0 V z vi Lu '- Q w w Lu CD J w v 0•N 06/16/06 sca. SNOINN 0— ABMT lae SIl••1 � I 01 Slwb 1-9-9 PANEL NI GIROJIT, TYP. L16-SOR RECEPTACLE. 20-22-24 ]9-31-Z9 91-99-41 8-10-12 16-21-29 \ 14-16-18 26-26-90 48' % 6. X 6. 6UTTER FORK LIFT CHARGING STATION NO SCALE SCE RECEPTACLE 70' •/- TUNNEL ELECTRICAL NO SCALE NOTE ALL RECEPTACLES MOUNTED 0 •48' PALLETIZER CONVEYOR our" ori PRoTer-TION 'HO --2-4-6 A TYP ' n 'U--9 'LI' -9 -NO'-8-10-12 PANEL NOTA 11'-9 w4q 11--9 O POMER DOOR PANEL LI �cp ED El 0 0 m m 0 m 0 0 0 0 ED 0 VIA LOG 0 0 0 0 c 0 m 0 0 0 0 m yy J 0 m ca 0 0 E ED U3 0 m 0 0 m 0 m BO TYP CIRCUITS -N-A-II-I9-IS-11- 19-21-29-25-21 VIA LGG O O O O O O O O O O O O I O m O O 9•P Li 9�P V EI l --Il, m m E m ED m 0 Typ m m m m 0 m 0 0 ED 1'-25-21-29 POY'�R DOOR DOCK LEVELERS •H'-2-4-6 1'-1% Y 0 0 0 0 0 0 o / 17 In oI o0 0 0 0 0 t' -IS p 2 'L' -IS EE3 EE -21-25 PANEL HI v -79 MSB 4 I VIA LGCDO • TY O O I CK DOORS LCG DOCK DOORS'H--8-10-12 PANEL L PANEL M -H--S PORK LIPT TRANSPORME VIA LGG - STGNAFtOIN& �G11 O O O THIS SKEET SNAP 'L'-19 0 0 0 - O O O O O O 0 m 0 m I Q. Q. 'L'-19 -L'49 ELECTRICAL PLAN SCALE: I- a 90' REVISIONS BY } Q • a ON ONi U � � C�xO ?O O Co 0 j0= ma0 z w 4 Q w w LU m J ILI 1 � n 2f Deb 06/16/08 seal. SHOM D— ABMT s1,e.I E2 Of seal. IRRIOAn01 CONTROL TYP OFFICE / RESTROOM PLAN - FIRST FLOOR OFFICE / RESTROOM PLAN - SECOND FLOOR SCALE: v4• . I'0' scALe: vs• . I'0' REVISIONS By V T lu � e m r $ d �:ae Z i a 0 n th a UXO1q I.) 06M oX 06M � Vo V Z W V Q `W W J L W v lfl O.M 0�6A6/08 sear � IOw� D— A"T E3. 01 $I�wl. A e C D E F 1 2 1 3 4 TITLE 24 REPORT Title 24 Report for: Smuckers 37 Speedway Ave. Chico, CA 95928 Project Designer. Smuckers Quality Beverage 37 Speedway Ave. Chico, CA 95928 530-899-5000 Report Prepared By: Tracy Mohr Northstar Engineering 20 Declaration Drive Chico, CA 95973 (530) 893-1600 Job Number. 08-072 Date: 6/23;2008 me EnapyRomnWla M•bwlu•dbparfmn Me, lMalan•umn4.ed m W.—fis twat. TN. Conn wPovI NWN adtlol0d Iyma Calhmh Hrxray Camistlm b un WPI San Ina Rs•Yeratl •M Nmmtldmdsl m0e 91WnP Enapy Efstlmry 61aq.n 1 TN• eaaam d•,aloped W Ermay9od. LLC• van. cmateam. El,awwaaa IN Hnapr9a lm Na,er.0e0R IrurNu,Or. 6.m NVELOPE MANDATORY MEASURES ENV -MM PoDJen xAra DATe Smuckers 6232008 G H I J 11 1, DESCRIPTION Desl mer Enforcement nm�ce—y-monmrm ® InaW Imdald In MG Yrdaan. hanamdlm Smuckers 8/23/2008 cmmy win- Call"' fatal, eradres b annealing mala, min m, I4radw Pante• Pa.".._._N au I tea Sig '4Tel ole Chadd, anad.,L ® 1,1e(cl Ml tauldne Ya•nah Man b• Imnalad In esmptern am les Pam• quad nom 1e7 pATaaruxa .Iona mxwnaxeo PLooN ANu culAnzoxa June 2008 11,822.,n 1 11 and•mese Gamic, n imnaN. WS Pea Zero and M. nth III, Part N= Engineering 530N 8931800 urae,,.n ® 1„7(G,) AD wino JWda a In IM r. eba W a IeBam D o ea G 011`1oxeo PL AN c one June 2008 1,822 sort 11 .risen o d, g—a n. *1 laakm• and e• ^..aa4 waN•a wNdabMP.d a Wawa. wlaa RFLOGTA8L Nalco• Sesdlk tlmW•Da`�e .Glenn•. p1 PHASE OP COMSTRUC110N fel NEW CONSIRUC1gN ❑ AOOmOM ALTpuTIGN ❑ UNCONDITIONCD IFae ADbal ❑ I,ta(bl St•Ccearlatd Donn, Whesw rad Skyapl. anN b. wlYadOaw.n les qts The Principal Lighting Deslgnor hereby conlRes that the propoesd building design sprat entm in Nin sal of cone -d- documems This Certificate d ComplinCo Ives the building features end performance specifications needed to campy vith Ttlo 24, eb IM INxldblG PM atvD es wahatlreapd (.[mp1 In uMrand a.a doom The documentation preparer hereby cenllas that the document la accurate ane complem. Oa. Y!N A O R WT! TracMchr as fb•dee). ® IIIN41innamebrd Doe.and"mow InddddullMaburhlDUrlanrainmal akulatoro submitted with this perm! application. The proposed Wlkgrp has been designed to moat the envelop° requirements containad In Sections 110, 178 through 118, and 140, 142, 143 or 149 of This 24, Part S. ncadlrmp NDaa ancon m Tatla NUMar 1•e W IM SlraWi Yald•alM ❑ 1 hereby ufMn that I em eligible under the provisions of Division 3 of the Business and Professions Coca m sign this document e• the person responsible Cor Int:mpBmiter; and that lam Ikenesd in the slam of Celtomle ass clvl englnmr ormechanical engineer, or I am a Ilcenaad erohhad. fMaarrlsn PeOrda tura M hOdd fm LLsdu. emOfOnp Io NPRC proCMM•a 8737.3 to sign this document as the person recponslNe for its preparation; and that I am a gCorlsed contractor performing this wale. ❑ I °tnrn that 1 em atiobts under DMelon 3 ofthe Business and Pmfmslone Cade be sign this document because D pertains ® 111&.1 DaMWp Wahm NpmalbWla Wldhles: vu a o u• ATOM ri c e I aq A8161111011 TM oaga portion• W= daadna -1. In —.da4 W b Ga dId E 8 cneaeo.nwvmmaaxmdd Fe denud enanamm. enGe um NMI—N E—EMdrxy Bhnbe• mllpewm lents. pbam r.M ro Na Npm•dda0•I Pluald publand MN eeWarlon M11 an bW and 0.�alu W no [In IM INd Dawe, M- g ENVAC Csrtateem of Compliance. Rewired on plans for es submbis. Pan 2 nay be Incorporated In whoddason pens, ENV•2C Lisad Emrelope Componamoompknmmethod m.mbaa En ire N,as:eao lmrrws:oson ale ]N1e aNfs 5 6 7 a CERTIFICATE OF COMPLIANCE Part1 of 2 ENV -1 C PoOJECT NAYB CATs vRwenxAre CATs Smuckers 8/23/2008 PRwECTADDRINE 37 S edwa Ave. Chive I4radw Pante• Pa.".._._N au I tea Sig '4Tel ole sauna Pamrc. Smuckers QualityBeverage 530-Bg95000 1e7 pATaaruxa .Iona mxwnaxeo PLooN ANu culAnzoxa June 2008 11,822.,n 1 11 Cnetlied tymde N= Engineering 530N 8931800 urae,,.n COYrLWICa ❑ CONYoxL.- IeBam D o ea G 011`1oxeo PL AN c one June 2008 1,822 sort 11 8-00IG TYPE NONRESIDENTIAL a0H mill RPaaDENTIAI MOTlLNOT60YlDT ROOY RFLOGTA8L Nalco• Sesdlk tlmW•Da`�e .Glenn•. p1 PHASE OP COMSTRUC110N fel NEW CONSIRUC1gN ❑ AOOmOM ALTpuTIGN ❑ UNCONDITIONCD IFae ADbal —000PFNVlLOPo ❑ COYPONlNTIDrveq ®OVERALL 01VelOPlpNvaq ❑ PERPORYANte coYvuANce The Principal Lighting Deslgnor hereby conlRes that the propoesd building design sprat entm in Nin sal of cone -d- documems This Certificate d ComplinCo Ives the building features end performance specifications needed to campy vith Ttlo 24, Panel and e d the Calromb Goin d Regutattens. This mrdfiwe ewes only m buldhg antelope mqulremenm. The documentation preparer hereby cenllas that the document la accurate ane complem. Oa. Y!N A O R WT! TracMchr The Principal Envelope Designer heresy parties that the proposed building design repnuemed In this gat of Construction documents is Consistent with the Whet Compliance forms and worksMets, with the specifications, and with any other akulatoro submitted with this perm! application. The proposed Wlkgrp has been designed to moat the envelop° requirements containad In Sections 110, 178 through 118, and 140, 142, 143 or 149 of This 24, Part S. Please check one: ❑ 1 hereby ufMn that I em eligible under the provisions of Division 3 of the Business and Professions Coca m sign this document e• the person responsible Cor Int:mpBmiter; and that lam Ikenesd in the slam of Celtomle ass clvl englnmr ormechanical engineer, or I am a Ilcenaad erohhad. ❑ 1 affi n that I em all Iba under the exemption a Division 3 d the Business and Professions Cade by Section 6637.2 or 8737.3 to sign this document as the person recponslNe for its preparation; and that I am a gCorlsed contractor performing this wale. ❑ I °tnrn that 1 em atiobts under DMelon 3 ofthe Business and Pmfmslone Cade be sign this document because D pertains Us e atrucbae or typo of,wrk described as exempt pursuant to Main= and Professions Code Section 5537, 5538, and 8737.1. vu a o u• ATOM ri c e I aq A8161111011 Indlam location on pane d Note Block for Mandatory Measures E 8 cneaeo.nwvmmaaxmdd Fe denud enanamm. enGe um NMI—N E—EMdrxy Bhnbe• mllpewm lents. pbam r.M ro Na Npm•dda0•I Pluald publand m. Salaam Slam Co m1.•Im. ENVAC Csrtateem of Compliance. Rewired on plans for es submbis. Pan 2 nay be Incorporated In whoddason pens, ENV•2C Lisad Emrelope Componamoompknmmethod EDIV•3C: Liwdw4h Owed Enwiape ComplianwmMod ENV -4C Opdonal. Lbs for minimum akyl'Oht requirements far lamp: andosed sMm ale ]N1e CERTIFICATE OF COMPLIANCE Part 1 of 4 LTG -1-C PoOJECT NAYB CATs rNwen xAas Smuckers wn8232008 PRwecr AODNHas 37 Speedway Ave. Chico t.en PoINdrAL OHYONHR•IIOXTMO T6LHPXDNH Ago Electric 530-3424203 I4radw Pante• -..'A- TILHMlona Northstar Engineering530 6931800 amdetdtu. E 1e7 pATaaruxa .Iona mxwnaxeo PLooN ANu culAnzoxa June 2008 11,822.,n 1 11 .IL01N0 TYra ® NONNEXIDOITML ❑ HIGH maH.9SWENTML NOTHLn4oTHL OUHST ROOK MTs"flour000N moxa nwnoNa°srAcu PHAaaosc...c.mx ® Naw..... ax 0-- ❑ ureRAnox rHTNOD Or IIOHIIMO ❑cOYRe1a.IL0e0 ® ARG CATLOO.Y ❑'..... ❑ —ca -8 COYrLWICa ❑ CONYoxL.- IeBam This CmdNate, of CompleMs ton Me wacin Huchums.nd "Hermance spoodicatons named qu=a” vdM Ties 24, Pale 1 and e of the California Code W Regulations. This ceNlaam applies only 10 building lighting requirements The documentation prepare hereby corHMa that Ire documentation is accurate ane complete. OOWYgITATW-..a tlm1AlURHDAM 0 Tracy Mhr The Principal Lighting Deslgnor hereby conlRes that the propoesd building design sprat entm in Nin sal of cone -d- documems is oeMbmnl vmh do ore camelhnce forms am wekaheeb. wall the specift4ons, and with any other atculatbre submitted with this perms .pplcsibn The proposed building has been designed to —the Ilght Ig egdremems—Ined in sections 110, 119, 130.132, 148,148 a 149 dim 24. Pan 6. ❑—amn..ame b—the.ebanan—ane(eww.1G1034. ❑ TMwaadbn cwMaY.mw m•nnumnat Ihnall—n. ❑ TMw..awamdawmmlmamdw manner—P.na(101maL Plena Cheri Oro: (Thea seemos d the Rusin se sod AWesaons Code are armed In lull In the Nonresidential Manual.) ❑ I ta•eY •am pm 1.m Npleh Coda M proNNm• N W Wim t W M Bldn. ane RvrWm. Cora b tlan W dm,mA o ba peau, nwa,We tar U pr•D•naer,; M bN I qn PcmM b UN 6ma W QIPaN. a. a a•• miiklaa a ..dna •,Ipblaa. a I am .Iaasad.mdtq. ❑ I annlf ua l am YpGN udr a. praAaaw a swam a NM eu41•a rad Ploh.am• cd. M e.ak.l eN7.2e en7.o Ieshn ex• aommw nM Daum rawmmlm IG, a p,wrNm; ad atl 1 an • Ikwa. Lam•de DmNemma tla WN. ❑ I nem Aa I on Np.le undr M aawam b DLfam e W ma Dr.Naa.d Na0•am• Cora b ane tub dmwfaN bou.all Dahwt b• a,umn a baa W avY dnvOd n .awl pealaX b DJdn. oa PMam•Cm• 8mam. esA, em as m11.1. PMNCIPAL YOXTMG e....... HA an amMANRa DATH La.r Agg Iectfio 11314TIMIG MAN uRtus Indicate location an pane of Nate Block for Mandatory Measures LIGHTWOCCIMMANCEF010VIS&WORKSHEETS ELTG-1 C, PSN 1 d 4 and 2 d 4: Camflcato W Compliance. Part 1 W 4 ane 2 W 4 an requllm far .11 subndois 3LTG-1 C, Pan 3 W 4: Cemeeste of Compliance. Part 3 of 4 submNbl Is required only I Central Crad b are claimed ®LTG•1.C, Pan 4 of4: Cerdfim" d Comelbnce. Part 4 W4 submittal is esquked v m tatting Edm01s am Installed LTO.2C: Indoor Lighting Schedule LT0.3C: Portable ughtmg worksheet LTG -4C: Lighting Cameo Cede Wbrbheit LTG•5C: Indoor Lightrg Power ARwwnce OLTG`" T.Hored Method Wbrkatleef ❑LTG -7C: Room Cavity Ratio Warhdleet LTO.S-C: Cothran Lighting SAtens Method Warksmat OLTG-BC: Linevakn Tmek m mWtrbheet Hn X.,er. sort clef. 8 1 10 1 11 1 12 CERTIFICATE OF COMPLIANCE Part2of2 ENV -1 C ERTIFICATE OF COMPLIANCE - (Part 2 of 4) LTG -1 C PoOJECT NAYB CATs SmurJLere 8232008 G U�Nwnr: arm :abut t.en O LTG -3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing IND AALLED W TTG, INSTALLED LIGHTING, COIIDI110NPD SPACES (I 1.70.2{) PDRTASLE UUMM(Prone LTD• l 1e7 LIGHTING CONTNOL CREDIT, CONDITIONED WACO I Prom LT%4-q 01NDIl10NED SPAC. ADIUSTm INSTALLED YGHTNO POwst INSTALLIED N7111O, WICONDITOMCp SPACES Pion LR2-cl IeBam MGHTNG CONTROL CRbNT. UPxoxCTNwED SPACE$(nan LTG4 G Ur Nwr 6ho Mu,b:eemt .aft - UNCONDITIONED SPACE ADJUSTED I NSTALLEO ttONTING POWEII 1pe,92e ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES ❑ tOYlieTe euLDIMO reT,IGe(rten LTObeI ALLAOWED I@ AREACATE0M1YI18Tf001Pmm LT 1 WW TTTfBS ❑ TAILORPDYETHOD(Fem LT06C) ALLOW®LIGHTING POWER ❑ PUPORIIAYCEYEmOD ❑ COIIYYON LIGHTING SYSTEM(From LTXI 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 41 9 1 10 1 11 1 12 13 14 15 1s A NVELOPE COMPLIANCE Part 1 of 2 ENVY C �.EE$CE�� PRDJeCTMAY! MSE O�B� {'ye Smuckere 8/2312008 n�B° FAA i°ke¢ 0I Daull Ant, ff. Nr AR I Ravine ENCLOeeO evace6 $eg rat!.onmw onmmnerg. wth rn mclom wm•.ampa'.am.Ddlrg hall+Plan rdmLvobwgam mrpmrr �($p ��' alad ire wa B EE A anaecwwd by9 an Nmdc.tedmpun 135, all ° e —a DPA Arn TAwnadbylr uem 1. mdf4eam P.m A_6pma pn• -ePbehea lsa, Bea a'[0.e0• �141hum OaRAra 2� 6i2.Ci ERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG -1-C E Z K F Designer. Thls rm is to be used by the deslpmer ares attached to the plans. Listed below are atl the acceptance tests for lighting systema. The designer I.required to check the boxes by all acceptance tests that apply and Ilst all equipment that require en eceeptarlce test. II ell equipment of a certain type requires a teat IIN the ui gent Wesal Ion and tiIe num r be of mato be tested in remheses. Th NJ number dealggn�atee the Section iwn the Appendb( of the Nosnr�esklential ACM Manual that deseobes the teat. Also IMioate the person responsible Por performsrlg the tests e. the Installing cenbactor, design profeasloits or en ageel selected by the owner). Since Ihia form will be part of the plana, completion or this section will allow the respondble party to budget for the stype of work appropoatey. Building Departments: Before an occupancy gpermit Is granted for a newly constructed building or space, or a new Ilghtin buildingstem space shern as lell be celrtifiedar almoe Is as meetinggperated to r normal thhe Acceptance Requiremeall ce�I devices Code Compliance.�he In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, Installation certificates, and operating and maintenance Information meet the requirements off/0-103(b) and Title 24 Part 6. Test D -10a, G U�Nwnr: arm :abut t.en O LTG -3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing G Ur Nwr 6ho Mu,b:eemt .aft N = ERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG -1-C E Z K F Designer. Thls rm is to be used by the deslpmer ares attached to the plans. Listed below are atl the acceptance tests for lighting systema. The designer I.required to check the boxes by all acceptance tests that apply and Ilst all equipment that require en eceeptarlce test. II ell equipment of a certain type requires a teat IIN the ui gent Wesal Ion and tiIe num r be of mato be tested in remheses. Th NJ number dealggn�atee the Section iwn the Appendb( of the Nosnr�esklential ACM Manual that deseobes the teat. Also IMioate the person responsible Por performsrlg the tests e. the Installing cenbactor, design profeasloits or en ageel selected by the owner). Since Ihia form will be part of the plana, completion or this section will allow the respondble party to budget for the stype of work appropoatey. Building Departments: Before an occupancy gpermit Is granted for a newly constructed building or space, or a new Ilghtin buildingstem space shern as lell be celrtifiedar almoe Is as meetinggperated to r normal thhe Acceptance Requiremeall ce�I devices Code Compliance.�he In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, Installation certificates, and operating and maintenance Information meet the requirements off/0-103(b) and Title 24 Part 6. Test D -10a, G U�Nwnr: arm :abut t.en ERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG -1-C PRDJECT NAYS OATS Smuckers 8/232008 Designer. Thls rm is to be used by the deslpmer ares attached to the plans. Listed below are atl the acceptance tests for lighting systema. The designer I.required to check the boxes by all acceptance tests that apply and Ilst all equipment that require en eceeptarlce test. II ell equipment of a certain type requires a teat IIN the ui gent Wesal Ion and tiIe num r be of mato be tested in remheses. Th NJ number dealggn�atee the Section iwn the Appendb( of the Nosnr�esklential ACM Manual that deseobes the teat. Also IMioate the person responsible Por performsrlg the tests e. the Installing cenbactor, design profeasloits or en ageel selected by the owner). Since Ihia form will be part of the plana, completion or this section will allow the respondble party to budget for the stype of work appropoatey. Building Departments: Before an occupancy gpermit Is granted for a newly constructed building or space, or a new Ilghtin buildingstem space shern as lell be celrtifiedar almoe Is as meetinggperated to r normal thhe Acceptance Requiremeall ce�I devices Code Compliance.�he In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, Installation certificates, and operating and maintenance Information meet the requirements off/0-103(b) and Title 24 Part 6. Test D -10a, ❑ LTG -2-A: LlgMing Control Acceptance Document - Oxupancy Sensor Acceptance - Manual Daylight Controls Acceptance - Automatic TTllme Switch Control Acceptance Equipment requiring acceptance testing O LTG -3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing G Ur Nwr 6ho Mu,b:eemt .aft rn N t1A cd G ZT sN pl las U H W ) CO U 1 J Design: TM K Checked: ST Dee: May 2008 Job No. 08-072 Sheer Calculations pG3CdOMOMLaQ17 L CEC-1 MOO 4 GOO G3 COM@UnU UO@M Plotted: 6/23/2008 11:38:14 AM 13 14 15 16 1 2 3 4 A ICERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-I-C rawEcrxwle ogre Smuckere 1 8232008 Designer: rnr coma bm n cue Iry eN 4rarw w4 v.ar m IM wn•. uN.aerw •n a aN •oast.• tr. a mrurlmryNwr.. TM4..bn.Rra.rW m m.a lM eowrya.m.Ivwwae yplJmua.9dwnrmtl n9Jr...n.enyevr I.w.nu.ybmr a. artxnl5s•ww.'r.lr.oxw •pepmr d•.vbtlm •m M I.mrona •1Nw0• b b•Irr meawar.n. TMNJnvIw 4rlaaw m• Brig b m.ADpw.rolam. Navamwrae ACM MYYY mtle..ob.• aw tr. Abo bdlotem.Owrn r.ygmb n DwknnQY BNIr•B.e. tlw mQamp m,vmr.0•tlPr DANerax a a.pr ..te•0 el ON onr.r4 onc.w• Wm M b.pul aa. W.n, nnPlam aw. •rbn w aa. aw r•WaW W rN) mdpDtl b IM •mD. ant 8 .grgntl.h, Building Departments: BrBTEMACCErrANCE. B.M mampwwyrmRl•awtw ter• a mremtlaIruwnowg.n.t•nom g.a'emdamkm •Y-1 •wMN e,aekm a ge. N op•rw.d Ai name u.w mad atm.• •Hrp ft or —.9awrMmr. n gm ma n ewtl4r r ..aro a. Amevd for coe. canWxm.. b.eeitlm • Cntlb1. aAmepmn.. YECIbt•A Fomr Nr•D n xemrptr le m• bed•9 dg.mnr mtl rua.• DIrnA grm•aar•, RrrxaYlnr C D E I I G HI 5 1 6 1 7 1 8 6 1 10 1 11 1 12 MECHANICAL MANDATORY MEASURES Part1 of 2 MECH-MM 0MEew3A: vwmlam Byewn Acegmnn oaenr Nawb MVOs• Bytr• Outdea AO ADmbno. cmmm Mvan. BYem.oammA.A:.aga. 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Vu ew Nama RwuasyCmva. Am,w v.e.tr dr xaoaerwmm wr nmv..nrn n tue qim �i ar��r� w � E x r 6n E 2l�xu.ow: rAw xmer aaen alai. 5 1 6 1 7 1 8 6 1 10 1 11 1 12 MECHANICAL MANDATORY MEASURES Part1 of 2 MECH-MM r«aecrxAMe ogre Smuckere 8232008 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies ® 011 MO.wllv,e•brdcn Nr•I••GIIfaW. pmOad.Wmtlwdm Ur 1 1 2 Apo=, sllklwlry R. A—WBc 011 rinf MP11—d—d. 1 4 1 5 1 8 1 7 1 6 ® O1sIN Ir tYW tWN Nmsn as ha naw. watla«. I, Wonwwe.wwan,,e dttheniw of rl.rn.porYnrormo uM 11 12 ® On Rlobol---W——MOV mY.nl.Inpw.Mwbrrtw,moralmdW— raoww•R. a W Wn NVAC pYpmwµ.MR W ImuIYM m accPNw,c• rm moat. acn.In c qct. m.w10y oPwwr arrow. btl1 P~to .awn•,.a•p to, avnbunbn er opwrkY.. ® St. Mh.narod0,1,, wn. 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Peva M.ftIol— wspl.m•mery MMw y ttom Vl,r IM Memo Iv.a don ma by m• nr w�o.bn Re•A kir Nurb:0.072 MECHANICAL MANDATORY MEASURES Part2 of 2 MECH-MM rROJECT NAre wre Smuekere 6232008 Description Designer Enforcemeld Ventilation ® 81211.1 Coraot..nab•aeelarroaorane.wdtnpt•oraren ton opwew 1 1 2 e OM wham rY.. u yallltl m.m aa3 1 4 1 5 1 8 1 7 1 6 ❑ Oam 0w,1h or elAcm.Oc atyt. bealnkr sle tlora m Rn ar4aow, em n I, Wonwwe.wwan,,e dttheniw of rl.rn.porYnrormo uM 11 12 .a .ty.— ❑ gnM AN pr.NOr—MIMV"Iff—MOn P—ftd wih•I/omebar-1?y c qct. m.w10y oPwwr arrow. btl1 P~to .awn•,.a•p to, avnbunbn er opwrkY.. ❑ Onml AIr B•Imcbra Th.•YQ•m win nl.brin gcaatru Wtlr Ow «aorta DlyborvnwOtl erlrclro bo•v(Neae) R.— Yrae.(18p4 a - A..otler M Sol— Cot roll? (AAep 11.1.9.naw. opa); Or ❑ O'(" Or•t. MCwt Z--. rM•Ynwn.-0,—IM mrmve—`t1I aw ItrD.n m IM oYehnlnl dm4Yt. bo' eW I n Ime:r •ra cwtlor It, IM bmrMp Ilwttl 420—,,I1 drfata ade.uar DY (I) Ot. drm ..bane .root. (2)- mtleaa 0—W 420 mr,rctl [.Oasis, w (» tlY Dwwn.1h owra rnpmmalh M tlI. drpn DI O• wmlaen IYn.m; or ❑ ®121(141 OUQ.MMwm•mnl: Tlr.wro aaG•WICPM nth. wmrr tops., ow rwna• and eydI a mnNmo ta 4ev,tlh a aw10• tlr en.AOI; bbl• and mtplrylnp Ib alxelh m • n•mry as.s•IDI• anR.r mNn; a or ❑ g1nIM AMM nr mymowdrym.rmm2vmn. Service Water Heating Systems ❑ O13(b)2 N,tdOrry zdw dna mwYmm•tlrcultmp PtDIWal .Aar Mlx.w i.plQM ® @112([) LMrwlnrrmwn•aamR mmn NMl b•.aaw•eYM cvNd•ID 0a1 IM o,atl ewlow•mr. Iv 11a dgm• r. Sm 11— 16,80 Nmew:.nt :Oat. K L 1 1 2 1 3 1 4 1 5 1 8 1 7 1 6 B 1 10 11 12 3 14 Is 16 A $ � 11la rill e 9C ai1� C q. Sqg•,,DD f3 Q � td � .D = E gg O F M 1111 Mr .wwmlba vimeae-Tedmci 3aludom• Pmmxt Domvptw• PIOdmtflnehnt, r, PoPIePP— t-1 EASTMAN G � N 0 Product Data Sheet (� Q Tw1a2M ST Copolyemr I~4 APPN®tlon/uses 4 G . UORON ami Olwro r�•1 Q� U � s�kymad% •(J� Pmduct Deaedptionyry DWary - CLoolo*torU clNfo'n�i wm�04ra Oen C cam Oto, ttIMAK1 - Y0 1. ST .1911oetbrx P v N Nt,lNhtl, mb. dr•Mn.m IrbbP sMw. W r•I+JI L _ •rnenranh rvebeM tome umeamm. U C) ifs G.aun hn be¢I GRENGUARD 1N000R AIR Duum Ce1TIF=& r�4+ 11Y GRMGUARD DIODOR NR G9ALnr QR2lnm b e mplflcreO rtll�I mefl rem �,y mtle Immo Olmuah Dx GREVIGUARD MvOmolmul Ilrtlmnt (OFI). I., b n bwery• �/� ImyeAOent an-D.Bt oq;o,t . ebt OwlYp tls GREENGUMD [q RgprrnTr y� G%SttN D CertlRuticn P v ter, Is y In.NDY mdepm0mm WNMo. for b+-emONp ptPOueb am xYnOb M Inmoremtrnmw., tar mac YlpnnO 0 a0wt p0 ens m aanm pIu¢me cerwmta ra nrmMn faONYG.R N2N YODWDICOpYale.a[0• [Noce Eestm•n DY.wI Camperry ansa tM wnulamw u[mory Am cbRwaa, ro dbary o IIQ a ow pro0lab. Typical Proporyc, RepwtlA �� Typldl V.I-, Una f McMod TYrk— of sMN Tdud 2 .. (0.118 m.) 1"V1—Vlamaty ENN•A-AC•0. 0.72 V•1 ZOdery 01505 lit /tor • Abcaptlon; 24 h' --I. DAO 0.19% eptlml RopeMw Ren D Ima 0.218 J Go. to m• 0 x57 L50 Total Trtmnllletmt 0= 91% Te9awnm indn E 212 0.81 Cpm - L• a 212 .95,74 e• -O.0 o.x hvplA.nnvJSlRnmmw . PCalptTpc.. 39/1008 Doi®,: Ch-ke r K Checked: Checker Dma; My 2008 Job No. 08-072 snml ares CdpMlptieru pa�da�oMaar L CEC-3 MOO 4 fOO G3 C�OM�4aMC�4�0O M Plotted: 6/23/2008 11:38:28 AM 3 1 14 1 is 16 1 2 1 3 < 5 8 7 8 6 10 11 12 A Llp+sa De..r ar.a« b «Hae •vat« arlm..t«I« r otTo-u ply • p. z xa Alilk•bl• Mol .perp eerrollxa• r oLTo+{ x Na Appkra• UMUMOM-RE ❑% AD pwmrwrrylMNl.d lurdraan wily ingrsb owrlW YAO. Ytlwrlan.lesp reoasprlar eD llmN•grYpOar• meM•e by • mals ruor pr Motlr Tilde ❑ Na Applinb• . _ INDOOR LIGHTING SCHEDULE Part1 of 2 LTG -2-C INDOOR LIGHTING SCHEDULE Part 2 of 2 LTG -2 C ORTABLE LIGHTING WORKSHEET LTG -34 CafITRO1-11001 Roam VRO =.Apra Smuekere DATe 8/23/1008 NtOIOCT NAYS Smuckere pan rIIOJICT nAge DAn 8/232005 Smuckere 8232005 Geom4 Codd a RaguMtion. This arti6catx apples only to building lighting mquiremnts. ® BtlflefOvrla roc mdeq llgkrnp efWolr. IM eaorrvllebWmrp aNatrryranl. OOCVYENTAiIOx AUTHOR q NRe M Ther Pdnelpal Lighting Designer hereby oertlpes that the proposed outdoor lighting and sign design represented In this set of A B C D RDOga DIIAYIT M4 a tYlloraO roru 1e aowmb I. pal m.xcad ell. pua•ML vN.,ew:aD umNeier. can ale _ TOTAL wATi. I CI I DI I EI I GI I HI K L 1 ERTIFICATE OF COMPLIANCE (Part2 of 2) OLTG4-C MOJICT ' WTe Smuckere 8123/2008 z uy.bv pe.arm.ra.rora.rrY /b lmapmfrrotmac rent a4 Hol Aliliarf• � f��r���td•t�r�tl•lll� MpakO prat rlr•no« for aNeD «pa.W orle amp rips «Ned• wra erns. wan dopa r OLTOS{ In ] a• % Ma AppkYm• Llp+sa De..r ar.a« b «Hae •vat« arlm..t«I« r otTo-u ply • p. z xa Alilk•bl• Mol .perp eerrollxa• r oLTo+{ x Na Appkra• UMUMOM-RE ❑% AD pwmrwrrylMNl.d lurdraan wily ingrsb owrlW YAO. Ytlwrlan.lesp reoasprlar eD llmN•grYpOar• meM•e by • mals ruor pr Motlr Tilde ❑ Na Applinb• . _ T.=wMawrN"N m.lIwm addle TOTLL AR4 OR>9rrt lDWlDWgrla•b ro pDwb d.V W eemnaraer tins 0a 9pesp IM prerbd W dr orwMW Dprtbp raw• da nW. saw W«N Tia blrl.kalub lurbae•bp••rk lraraarxalom nlWwmwM as CafITRO1-11001 Roam .0011ROt I1101TIICATION cdTROLTY. Wenrll• ARM COW—L" .0731T NeIO Geom4 Codd a RaguMtion. This arti6catx apples only to building lighting mquiremnts. ® BtlflefOvrla roc mdeq llgkrnp efWolr. IM eaorrvllebWmrp aNatrryranl. OOCVYENTAiIOx AUTHOR q NRe M Ther Pdnelpal Lighting Designer hereby oertlpes that the proposed outdoor lighting and sign design represented In this set of roru D BLE 1.101IMNO I se*. ARu tan fort.wens WILd.o W.YAM leer TAeLes I_ tYlloraO roru 1e aowmb I. pal m.xcad ell. pua•ML vN.,ew:aD umNeier. can ale _ —-feethe perar leattare for b and that 1 am IbnNd In tip &ab Of GlvomY es e dNl mdneel a eleetrioal engineer, or I am a 1,...d amldtaa 01*111ns that' am @I - under Its provisions of Division 3 of the Budnas and Pmfassbn Cob by 8eoWn5537.2or 6737.3 m eign this umnt as the person responsible for ib praperatlon; and that I am • permed oonoac cr pafformbg ® f411spu Aulmlydc Camro«ka GNOW: aeatones,—ddMc••.Pcmdae cwle.d, a rtsmr..oaplure ansa e• c.unW an IMlrw a ata:lce Ira IM macuhmmr. enues bx pertains to • ebucmra or type of work described m exempt W (Want to Buslnma and Prmmbns Code Seetbne 5537, 5536 and 8737.1. Add Electric ® !ref .nnn.c•m e.uer el.e tulanontran.m Au envie./ exb.a.W.0 OLTG-1 C. Crxctla mCrpt•nc•. ReblrW mpembsl rDMntltl.baWoa Nphtlnp, panta]myMNoaperaeaNaA.dd«rea Ealnu m OLT6f{m•yb•seedb YPauraaxRs: fed P.J. are arud.0 ace Itl. N W W.W. anImrled erva Wes ae 2usea_ NN.agedcenml•mMov IpYNg, cede.. Mev tins•,tau mamraaooer4NNY. prdW-0.ed ].sea am,4 .ar a d. ®OLTO-2-C mON11Ng wh1PLLWCE W MMMY. A.Inm PN reaeee b ALL Oadoor IpNm emw.nca (Bmal qpn.} TG3-G MEA CALCIlU1MNt9 WONI0NE6T. Amgab• yob r.ylW b tl eulda ata akuatlm•. ® (it]2 Tatlrrl Wldng fv On atl nnr«Lury Mancera pea.r.Mr•aktb« Imp eua..c eons.. re Wnd,ea MP lure Wlal war• e Sectionas one i .pdnedrm e.cuont. err as one ratflaplane re ars—raerasn .ped ecu weh r.pradc Mgps•.rvr West. rd ere manpl awn nations wmp r•aa.m.m. ® Dnfle m csuw RooNM«Otarob: hdl room red namm•brdrob aappW wN. s«aab awed a Ocnparcr.«mdMa b.sh N• etlh e.aaP c•eng wdla ® $1]flb) uwtom Its .n(amerdul Rovnb AProv and—alp•rr Nal. .Pere M axl raps• Nr Qa Dwm pa as><• ba p updeq lOed Wer th ca/rtgW wN b4•wI.eLWrp ata u/mml b0lclbrc of spiry WDVntM rpm saw NnNn erg 1mHNr.OaN} .ramie ]..b.r• IM rat IMI dowfa m• •nMlwua of deyepM InIM r.e Mill n•va ]ea ale. sepia In «a dgrn ru.a.mbd y e.yar. awlen; eat err •one- ua eerdpe. b. lose• N. wnb•a h . taduf on—t.Md eaRlmrey •IaaW arebewprW.at.en see O.gmtaWdrm aatrp aln..re lues a Na atm 1. b.prW r pea I GI I HI K L 1 ERTIFICATE OF COMPLIANCE (Part2 of 2) OLTG4-C MOJICT ' WTe Smuckere 8123/2008 z uy.bv pe.arm.ra.rora.rrY /b lmapmfrrotmac rent a4 Hol Aliliarf• 8 up/klapm.am.a.m.feeY aenvvsab «easy malpY•aroLToiG r.naaa % Na Applka!• MpakO prat rlr•no« for aNeD «pa.W orle amp rips «Ned• wra erns. wan dopa r OLTOS{ In ] a• % Ma AppkYm• Llp+sa De..r ar.a« b «Hae •vat« arlm..t«I« r otTo-u ply • p. z xa Alilk•bl• Mol .perp eerrollxa• r oLTo+{ x Na Appkra• Lil waW aomc prat Iw b•re.rNae m ccadroe whh calm. fsa(aH x Na Appbrtl• ❑% AD pwmrwrrylMNl.d lurdraan wily ingrsb owrlW YAO. Ytlwrlan.lesp reoasprlar eD llmN•grYpOar• meM•e by • mals ruor pr Motlr Tilde ❑ Na Applinb• ❑% An Luarwr••wm I— rated ar—, f)ew.m In hrmWe a«% miudne parry las aubdM.maw«, -W% aaba ata r«. raw da aar R•p4rrr«a a ].air fs'✓m) ❑ Na Apo—. x anprlatvey mraa aemalislernpmat. use comaranr«wN. oraNbn u71.)I Na Alepkr4• ❑% aplpq re•e.A IMlnplora, prep•., armpm*. err auaoa M•• ata. raw Ua a.lw.r MpRNp Rgmnm•m p e•mlr 13a(c7 ❑ Na AlmrfoJi• addle TOTLL AR4 OR>9rrt lDWlDWgrla•b ro pDwb d.V W eemnaraer tins 0a 9pesp IM prerbd W dr orwMW Dprtbp raw• da nW. saw W«N Tia blrl.kalub lurbae•bp••rk lraraarxalom nlWwmwM as CafITRO1-11001 Roam .0011ROt I1101TIICATION cdTROLTY. Wenrll• ARM COW—L" .0731T NeIO Geom4 Codd a RaguMtion. This arti6catx apples only to building lighting mquiremnts. ® BtlflefOvrla roc mdeq llgkrnp efWolr. IM eaorrvllebWmrp aNatrryranl. OOCVYENTAiIOx AUTHOR q NRe M Ther Pdnelpal Lighting Designer hereby oertlpes that the proposed outdoor lighting and sign design represented In this set of roru D BLE 1.101IMNO I se*. ARu tan fort.wens WILd.o W.YAM leer TAeLes I_ tYlloraO roru 1e aowmb I. pal m.xcad ell. pua•ML vN.,ew:aD umNeier. can ale _ —-feethe perar leattare for b and that 1 am IbnNd In tip &ab Of GlvomY es e dNl mdneel a eleetrioal engineer, or I am a 1,...d amldtaa 01*111ns that' am @I - under Its provisions of Division 3 of the Budnas and Pmfassbn Cob by 8eoWn5537.2or 6737.3 m eign this umnt as the person responsible for ib praperatlon; and that I am • permed oonoac cr pafformbg ® f411spu Aulmlydc Camro«ka GNOW: aeatones,—ddMc••.Pcmdae cwle.d, a rtsmr..oaplure ansa e• c.unW an IMlrw a ata:lce Ira IM macuhmmr. enues bx pertains to • ebucmra or type of work described m exempt W (Want to Buslnma and Prmmbns Code Seetbne 5537, 5536 and 8737.1. Add Electric ® !ref .nnn.c•m e.uer el.e tulanontran.m Au envie./ exb.a.W.0 OLTG-1 C. Crxctla mCrpt•nc•. ReblrW mpembsl rDMntltl.baWoa Nphtlnp, panta]myMNoaperaeaNaA.dd«rea Ealnu m OLT6f{m•yb•seedb YPauraaxRs: fed P.J. are arud.0 ace Itl. N W W.W. anImrled erva Wes ae 2usea_ NN.agedcenml•mMov IpYNg, cede.. Mev tins•,tau mamraaooer4NNY. prdW-0.ed ].sea am,4 .ar a d. ®OLTO-2-C mON11Ng wh1PLLWCE W MMMY. A.Inm PN reaeee b ALL Oadoor IpNm emw.nca (Bmal qpn.} TG3-G MEA CALCIlU1MNt9 WONI0NE6T. Amgab• yob r.ylW b tl eulda ata akuatlm•. ® (it]2 Tatlrrl Wldng fv On atl nnr«Lury Mancera pea.r.Mr•aktb« Imp eua..c eons.. re Wnd,ea MP lure Wlal war• e Sectionas one i .pdnedrm e.cuont. err as one ratflaplane re ars—raerasn .ped ecu weh r.pradc Mgps•.rvr West. rd ere manpl awn nations wmp r•aa.m.m. ® Dnfle m csuw RooNM«Otarob: hdl room red namm•brdrob aappW wN. s«aab awed a Ocnparcr.«mdMa b.sh N• etlh e.aaP c•eng wdla ® $1]flb) uwtom Its .n(amerdul Rovnb AProv and—alp•rr Nal. .Pere M axl raps• Nr Qa Dwm pa as><• ba p updeq lOed Wer th ca/rtgW wN b4•wI.eLWrp ata u/mml b0lclbrc of spiry WDVntM rpm saw NnNn erg 1mHNr.OaN} .ramie b Avaver. Pe07! :temr0 LIGHTING COMPLIANCE SUMMARY Part 1 of 4 OLTG-2-C reqs xm DN Smuekere 8232005 YIm arY•IHe w•m 0 �� � 1 Total Albved Ntib'A tta Totellnstalledwatb Enum'ew m,D.:f.rfe A B C I D E F O m pmnauumTro m rilxtmilfle use erase ��m � � �•1•t�r���t•)•r���lll• Smuckere 8232008 Smuckers DESCRIPTION Desi ner Enforcement ® 61]I(att.-M Ma,a saenTR01ek0 sYtlaa Web•.mepad vgfle / lawns v.nnY• 023r[�Bvir TOTAL BUT U RED FOR OFFICE 2W WMAIIII FEET I addle TOTLL AR4 OR>9rrt lDWlDWgrla•b ro pDwb d.V W eemnaraer tins 0a 9pesp IM prerbd W dr orwMW Dprtbp raw• da nW. saw W«N Tia blrl.kalub lurbae•bp••rk lraraarxalom nlWwmwM as !vats Ilarwna deer enr•v,ammrm mn ewmLlir atMraMc• ,us"" me ®wTwOR llOfrtixo ❑ ourDOORWXII ❑ INDOofteaiax rNAee OFwNaTIfVCTIDN ® XlwwNetRUCfiOa ❑ ADonfON ❑ ALTEIGTOX cW ft ant• oraeanrkrh ticlmlro oIIlMlbslrre. This CaNAcate o(Complanu Ileo the outdoor II�IOrp syarem spemeatbm need b oomply with Tee 24, Parts 1 and 6 of the Geom4 Codd a RaguMtion. This arti6catx apples only to building lighting mquiremnts. ® BtlflefOvrla roc mdeq llgkrnp efWolr. IM eaorrvllebWmrp aNatrryranl. OOCVYENTAiIOx AUTHOR q NRe M Ther Pdnelpal Lighting Designer hereby oertlpes that the proposed outdoor lighting and sign design represented In this set of roru D BLE 1.101IMNO I se*. ARu tan fort.wens WILd.o W.YAM leer TAeLes I_ tYlloraO roru 1e aowmb I. pal m.xcad ell. pua•ML vN.,ew:aD umNeier. can ale _ —-feethe perar leattare for b and that 1 am IbnNd In tip &ab Of GlvomY es e dNl mdneel a eleetrioal engineer, or I am a 1,...d amldtaa 01*111ns that' am @I - under Its provisions of Division 3 of the Budnas and Pmfassbn Cob by 8eoWn5537.2or 6737.3 m eign this umnt as the person responsible for ib praperatlon; and that I am • permed oonoac cr pafformbg ® f411spu Aulmlydc Camro«ka GNOW: aeatones,—ddMc••.Pcmdae cwle.d, a rtsmr..oaplure ansa e• c.unW an IMlrw a ata:lce Ira IM macuhmmr. enues bx pertains to • ebucmra or type of work described m exempt W (Want to Buslnma and Prmmbns Code Seetbne 5537, 5536 and 8737.1. Add Electric ® !ref .nnn.c•m e.uer el.e tulanontran.m Au envie./ exb.a.W.0 OLTG-1 C. Crxctla mCrpt•nc•. ReblrW mpembsl rDMntltl.baWoa Nphtlnp, panta]myMNoaperaeaNaA.dd«rea Ealnu m OLT6f{m•yb•seedb YPauraaxRs: fed P.J. are arud.0 ace Itl. N W W.W. anImrled erva Wes ae 2usea_ NN.agedcenml•mMov IpYNg, cede.. Mev tins•,tau mamraaooer4NNY. prdW-0.ed ].sea am,4 .ar a d. ®OLTO-2-C mON11Ng wh1PLLWCE W MMMY. A.Inm PN reaeee b ALL Oadoor IpNm emw.nca (Bmal qpn.} TG3-G MEA CALCIlU1MNt9 WONI0NE6T. Amgab• yob r.ylW b tl eulda ata akuatlm•. ® (it]2 Tatlrrl Wldng fv On atl nnr«Lury Mancera pea.r.Mr•aktb« Imp eua..c eons.. re Wnd,ea MP lure Wlal war• e Sectionas one i .pdnedrm e.cuont. err as one ratflaplane re ars—raerasn .ped ecu weh r.pradc Mgps•.rvr West. rd ere manpl awn nations wmp r•aa.m.m. b Avaver. Pe07! :temr0 LIGHTING COMPLIANCE SUMMARY Part 1 of 4 OLTG-2-C reqs xm DN Smuekere 8232005 YIm arY•IHe w•m 0 �� � 1 Total Albved Ntib'A tta Totellnstalledwatb Enum'ew m,D.:f.rfe A B C I D E F O m pmnauumTro m rilxtmilfle use erase ��m � s.ana.tm Smuckere 8232008 Smuckers DESCRIPTION Desi ner Enforcement ® 61]I(att.-M Ma,a saenTR01ek0 sYtlaa Web•.mepad vgfle / lawns v.nnY• 023r[�Bvir TOTAL BUT U RED FOR OFFICE 2W WMAIIII FEET I addle TOTLL AR4 OR>9rrt lDWlDWgrla•b ro pDwb d.V W eemnaraer tins 0a 9pesp IM prerbd W dr orwMW Dprtbp raw• da nW. saw W«N Tia blrl.kalub lurbae•bp••rk lraraarxalom nlWwmwM as !vats Ilarwna deer enr•v,ammrm mn ewmLlir atMraMc• ,us"" me ®wTwOR llOfrtixo ❑ ourDOORWXII ❑ INDOofteaiax rNAee OFwNaTIfVCTIDN ® XlwwNetRUCfiOa ❑ ADonfON ❑ ALTEIGTOX cW ft ant• oraeanrkrh ticlmlro oIIlMlbslrre. This CaNAcate o(Complanu Ileo the outdoor II�IOrp syarem spemeatbm need b oomply with Tee 24, Parts 1 and 6 of the Geom4 Codd a RaguMtion. This arti6catx apples only to building lighting mquiremnts. ® BtlflefOvrla roc mdeq llgkrnp efWolr. IM eaorrvllebWmrp aNatrryranl. OOCVYENTAiIOx AUTHOR q NRe M Ther Pdnelpal Lighting Designer hereby oertlpes that the proposed outdoor lighting and sign design represented In this set of roru D BLE 1.101IMNO I se*. ARu tan fort.wens WILd.o W.YAM leer TAeLes I_ tYlloraO roru 1e aowmb I. pal m.xcad ell. pua•ML vN.,ew:aD umNeier. can ale _ LIGHTIN5MANDATORY MEASURES LTG -MM raisin xAry Smuckam rRo+aT.Are Smuckere 8232008 Smuckers DESCRIPTION Desi ner Enforcement ® 61]I(att.-M Ma,a saenTR01ek0 sYtlaa Web•.mepad vgfle / lawns v.nnY• 3rcusaarrsWaA ®MOM Northster E ineerin 530 883.1600 conal to tla/ on th. no.ug M. aeemrk camp eMl mat w r•omalwm p ne'aun 0 M ser col(erRVCTIM ® Nvw CO a—rafa ❑ Aoombl ❑.,a.— ❑ uacO.q .. 119•AlbeAl —013OrgecNAracAL (MpReacerTrve ❑ pmroltxML/ !vats Ilarwna deer enr•v,ammrm mn ewmLlir atMraMc• ,us"" me ®wTwOR llOfrtixo ❑ ourDOORWXII ❑ INDOofteaiax rNAee OFwNaTIfVCTIDN ® XlwwNetRUCfiOa ❑ ADonfON ❑ ALTEIGTOX cW ft ant• oraeanrkrh ticlmlro oIIlMlbslrre. This CaNAcate o(Complanu Ileo the outdoor II�IOrp syarem spemeatbm need b oomply with Tee 24, Parts 1 and 6 of the Geom4 Codd a RaguMtion. This arti6catx apples only to building lighting mquiremnts. ® BtlflefOvrla roc mdeq llgkrnp efWolr. IM eaorrvllebWmrp aNatrryranl. OOCVYENTAiIOx AUTHOR q NRe M Ther Pdnelpal Lighting Designer hereby oertlpes that the proposed outdoor lighting and sign design represented In this set of Pardo wN.mmtl, �carm D..rib.wtsnm tlga ofu.uoe*. Th...a mkubtione submitted with this perm) application. The WWosed wilting has been designed to mat the 8y nu requiremema omnind In Sectiab 110, 119. 130 through 132, and 146,.ed 149 of Us 24, Part 8. aowmb I. pal m.xcad ell. pua•ML I hereby a%" that l .m eligible undo me pisns bof DMsla 3 of the Business and PmfieYn b oCob n this mvpraare.n; —-feethe perar leattare for b and that 1 am IbnNd In tip &ab Of GlvomY es e dNl mdneel a eleetrioal engineer, or I am a 1,...d amldtaa 01*111ns that' am @I - under Its provisions of Division 3 of the Budnas and Pmfassbn Cob by 8eoWn5537.2or 6737.3 m eign this umnt as the person responsible for ib praperatlon; and that I am • permed oonoac cr pafformbg ® f411spu Aulmlydc Camro«ka GNOW: aeatones,—ddMc••.Pcmdae cwle.d, a rtsmr..oaplure ansa e• c.unW an IMlrw a ata:lce Ira IM macuhmmr. enues bx pertains to • ebucmra or type of work described m exempt W (Want to Buslnma and Prmmbns Code Seetbne 5537, 5536 and 8737.1. Add Electric ® !ref .nnn.c•m e.uer el.e tulanontran.m Au envie./ exb.a.W.0 OLTG-1 C. Crxctla mCrpt•nc•. ReblrW mpembsl rDMntltl.baWoa Nphtlnp, panta]myMNoaperaeaNaA.dd«rea Ealnu m OLT6f{m•yb•seedb YPauraaxRs: fed P.J. are arud.0 ace Itl. N W W.W. anImrled erva Wes ae 2usea_ NN.agedcenml•mMov IpYNg, cede.. Mev tins•,tau mamraaooer4NNY. prdW-0.ed ].sea am,4 .ar a d. ®OLTO-2-C mON11Ng wh1PLLWCE W MMMY. A.Inm PN reaeee b ALL Oadoor IpNm emw.nca (Bmal qpn.} TG3-G MEA CALCIlU1MNt9 WONI0NE6T. Amgab• yob r.ylW b tl eulda ata akuatlm•. ® (it]2 Tatlrrl Wldng fv On atl nnr«Lury Mancera pea.r.Mr•aktb« Imp eua..c eons.. re Wnd,ea MP lure Wlal war• e Sectionas one i .pdnedrm e.cuont. err as one ratflaplane re ars—raerasn .ped ecu weh r.pradc Mgps•.rvr West. rd ere manpl awn nations wmp r•aa.m.m. ® Dnfle m csuw RooNM«Otarob: hdl room red namm•brdrob aappW wN. s«aab awed a Ocnparcr.«mdMa b.sh N• etlh e.aaP c•eng wdla ® $1]flb) uwtom Its .n(amerdul Rovnb AProv and—alp•rr Nal. .Pere M axl raps• Nr Qa Dwm pa as><• ba p updeq lOed Wer th ca/rtgW wN b4•wI.eLWrp ata u/mml b0lclbrc of spiry WDVntM rpm ® 6f]f lcl Oryvlae..cpm.l: Aeroorne—ver wadMyeald.Nrr•Or.r— ]..b.r• IM rat IMI dowfa m• •nMlwua of deyepM InIM r.e Mill n•va ]ea ale. sepia In «a dgrn ru.a.mbd y e.yar. awlen; eat err •one- ua eerdpe. b. lose• N. wnb•a h . taduf on—t.Md eaRlmrey •IaaW arebewprW.at.en see O.gmtaWdrm aatrp aln..re lues a Na atm 1. b.prW r pea ® 01n1.1 q.pbul,tri d.pa epMhp Wlllaprrw •WdadrtlrcupslMl v. id any. a Ins. e,ryRe•A 4rrpy>m V«amow:Ma rAl•r:Oemy pp]emle 13 14 5 16 A a �lPed ERTIFICATE OF COMPLIANCE Part 1 of 2 OLTG-1-C raisin xAry Smuckam rRo+aT.Are DAge Smuckers 6/23/2008 rRwecrAODReae 37 Sp2edway Ave. Chlor DocurWTAnoN NoMsgst -ma530wfwe 8831600 er Engineering ser xg�Ax d Electric n 530-3424M lawns v.nnY• 3rcusaarrsWaA ®MOM Northster E ineerin 530 883.1600 DI•b.dbN.l• Mbm.,mw M ser col(erRVCTIM ® Nvw CO a—rafa ❑ Aoombl ❑.,a.— ❑ uacO.q .. 119•AlbeAl —013OrgecNAracAL (MpReacerTrve ❑ pmroltxML/ a June 2008 LIDlrorr7dui M m u] w ,us"" me ®wTwOR llOfrtixo ❑ ourDOORWXII ❑ INDOofteaiax rNAee OFwNaTIfVCTIDN ® XlwwNetRUCfiOa ❑ ADonfON ❑ ALTEIGTOX Thio Certificate of C.VW— lists rile b ildiog f—. ark parfomv— Vectllwtbn-Wad ta—py v4th TO. 24, This CaNAcate o(Complanu Ileo the outdoor II�IOrp syarem spemeatbm need b oomply with Tee 24, Parts 1 and 6 of the Geom4 Codd a RaguMtion. This arti6catx apples only to building lighting mquiremnts. The c-- tabDn rap novelty oari that the do rdiltlpl Is accurate and co eta. OOCVYENTAiIOx AUTHOR q NRe M Ther Pdnelpal Lighting Designer hereby oertlpes that the proposed outdoor lighting and sign design represented In this set of .nmuWat dooumma Is oonalebniwlM the other oorn0lanceform and worbhesb, with tin spwXcatlnne, and with arty other mkubtione submitted with this perm) application. The WWosed wilting has been designed to mat the 8y nu requiremema omnind In Sectiab 110, 119. 130 through 132, and 146,.ed 149 of Us 24, Part 8. Plaaa Check One: (These secdane of the Bueinss and Professions Cod. are printed in NII In the Nonresidential Manuel.) I hereby a%" that l .m eligible undo me pisns bof DMsla 3 of the Business and PmfieYn b oCob n this mvpraare.n; —-feethe perar leattare for b and that 1 am IbnNd In tip &ab Of GlvomY es e dNl mdneel a eleetrioal engineer, or I am a 1,...d amldtaa 01*111ns that' am @I - under Its provisions of Division 3 of the Budnas and Pmfassbn Cob by 8eoWn5537.2or 6737.3 m eign this umnt as the person responsible for ib praperatlon; and that I am • permed oonoac cr pafformbg mbvmlk ❑1amlmthat Iameligible under the exempeonmDMkn3athe Business and Professions Code mao hbdocum m enues bx pertains to • ebucmra or type of work described m exempt W (Want to Buslnma and Prmmbns Code Seetbne 5537, 5536 and 8737.1. Add Electric sea tm nwmn.r b Npr OLTG-1 C. Crxctla mCrpt•nc•. ReblrW mpembsl rDMntltl.baWoa Nphtlnp, panta]myMNoaperaeaNaA.dd«rea Ealnu m OLT6f{m•yb•seedb YPauraaxRs: l -a 1. sea tmts cue adW cat/m abpi alma eon. 2usea_ NN.agedcenml•mMov IpYNg, cede.. Mev tins•,tau mamraaooer4NNY. prdW-0.ed ].sea am,4 if sorties.. t ..ver amt{ use. cud cram aaaapa Naho. wmav a Nava Ypn, as noel,. NacoreoeNp. ®OLTO-2-C mON11Ng wh1PLLWCE W MMMY. A.Inm PN reaeee b ALL Oadoor IpNm emw.nca (Bmal qpn.} TG3-G MEA CALCIlU1MNt9 WONI0NE6T. Amgab• yob r.ylW b tl eulda ata akuatlm•. TG41C WMl10HTVip COWLWICE Rasi•db•Iwaray ule WraylYN«tW rpn,bbN Mu lel asdav /pre. IMN: MLO rN,Nw:daar CERTIFICATE OF COMPLIANCE Part t of2) MECH-1-C raisin xAry Smuckam mn 6/23/1008 raoum eoDRvse 37 Sp,.dy Ave. Chi. rRwbrAL Dagmal-uacNMlut rau_1 MCClelland Alr Condition) 530 -Sgt -6202 vwbo pamxe DocurWTAnoN NoMsgst -ma530wfwe 8831600 er Engineering a.bw bY1PY• Damn.. RMAnON 1MOF puxt WLoiao CONDInmeD FLOORMG CMYAn 20Ne June 2008 1,822eLn 11 ane—TYH ® N..eq-- ❑pOH Nse ItealnK ❑ NoTILIlaO seTsocw M ser col(erRVCTIM ® Nvw CO a—rafa ❑ Aoombl ❑.,a.— ❑ uacO.q .. 119•AlbeAl —013OrgecNAracAL (MpReacerTrve ❑ pmroltxML/ oolfpL s paws OS CIYDope oasi xca ❑ FRMOua IN 01`111 FRRNIT ❑ MMM oOYpuA 8ATTAtuou) Thio Certificate of C.VW— lists rile b ildiog f—. ark parfomv— Vectllwtbn-Wad ta—py v4th TO. 24, Pad. 1 and 6 of the California Cede of Rsgulatlr*. TM, mmaab apples only to bu" nWvnkal requmnaNs. The dccvmentstim prearer hereby ceNeee dw the cimnanta6Dn is acamab and .prelate. oocugq _ Aut gmAroRv mn TM PAnclp.l MC 1cal Dargnb hereby certifies that the prgp building design represented in this W of conrrllWen dooumem b omWb wththe other compb.s firm aW w kshmtk won tie yxee.tbns, ecu with any over mbutag M wbM wththis amen applmtbm Ths proposed WNftg hn bean dealgnW m meet Da rtachenWt requhem nascontsined In the appileam abs Sectbm 100, 101, 102, 110Nloghl16, 120Nrough 125,14Z lid, and 145. ❑ Tn•paaagrrlmlr•mNtla rgaesN•meYnf(eMIYe 1DIQb). ❑ la•NmRrYn ard.ata msm•r•aNrva dprf(tDfOY ]I. ❑ Tn. re.m, a m.Ye«ay.Nanlwbll m.m ea maprnN•mftil f (forma*. Plesee Cheekrq 011a•••mbvm m•BraaWRm•«m•Cab.a DOaaNMNq•Nae•YbarLblNJ ❑ I hrDYemm Nr I m tlgla•uner tlw prWtlm• m DM/m ]meth euWr am Rm•rM•CWnDYm a•eoamN..N• p.r•r apmeb far bDna•rrhx ere ala I un Yana dem• em mCrlemla u • me «Dnp, vmtlamal pourer d I m • Ia•I,re •Nmr ❑ 1•mm ecu IN wyA•,ner nes mepMbOMYr]mm•tsana•w Roatlm.Cp•arewreLo.2v en).]mam ilio depmN n me DYanmaara• b b Dr.D•r.11y: W tlw I es •lrsw ovarbprbmNp ad•eart ❑ I rem ew Ives wdel.lnea m. •rrymn b WYr ] mIM euar NI RORdm•Ca• m /mmb bamN e•wa a Drmmm /mNa a 09• musk boleti DunIIN m WrNs.la pmb•be Cob aisles div). dm4 W 01]).f. rAwarLL avcNAMru oegoxse-xary alaxanee an secs WSMUCTIOM TO AP LICANT M MWH-14;: Cerdfom a CorreAla.a. Pen 1, 2, 3 of 3 are required. pans for al W bmeals. 0MECH.ZQ AFyvVa r—ioeNJbr Rom Requintrams. Part a%2a3,3 p 3mrequaW Ter W orbraals, but may Wr piss. ❑ MECHbC: Meplmlml Valledion anal Reheat Is required for N esblftls wed namlanial vanistlon. bR my l on plan*. ❑ MECH+C: HVAC Me.. R..dpw• Raqulremam b mulred for .1 preacdptbe wMmble, but my be on plans. ❑ MECHBC: Memunlml EquO mt Debts are required for as pWwnbro submlbp. •A w[b N« _ mvr:ce0ra 2 3 4 5 6 7 e 9 123 11 12 13 V) G (1) 4) H GTr :Q l� Q G t' cd U ao a ¢� w ,].U..1I M M 1 J Design: TM K Cheok d; 6r D•I-. May 2008 Job No. 08-072 shed: energy OO claw.aPn. par�da�oaQa�r H@U VW2 CH@UU3U@v0@H L CEC-2 Rotted: 6/23/2008 11:38:20 AM 14 15 16 A 1 2 3 4 Gom ahtdomtg Tide pmjed will have selected building systems commissioned. Commissioning is a systematic process of emming that all building systema perform interactively according to the design intent and the owner's operational needs. B Commissioning during the construction phase is intended m achiovc the following specific objeaivs according to the Comma Documents: -- 1) Verily that applicable equipment and systems we installed according to the rmmnfbcturer's r¢mmnmdations and to indslry accepted minirnmm standards and that they receive adequate opratio al checkoutby installing cantrartors. 2) Verily and document proper performance of equipment and systems. 3) Verity thin 0" documentation lett an she is complete. 4) Verify that the Owner's epersting personnel at adcWatdy trained. CommLaCmdog Team C The Commissioning Tartu comprised of the owner e. usre, occupants, opermians and mandmance staff design professionals, and cotradars, is responsible for accomplishing the commissioning process. A Commissioning Authority (CA), whose services; will be provided by the Owner, will direct the commssioning proves and provide Imderchp far identifying andresolving all ammmoning process issues. Submittals The Contemner will be required to submit additional informed on to the Commissioning Authority beyond normalsubmittals. The Contmaor(GC)willreceive written requests ffom the CA requesting specific information needed about each piece of eommisimcd aryipmcol or system. In addition, the OC mist nobly the CA of my new design tact or operation panuncur dsnges, added control strategic and D sequences of operation, a other charge orders that my affect commissioned system. The CA will be reviewing and approving the submittals for comp)lan" with commissioning needs, concurrent with ArehitecturaVEnglneri g reviews. See Section 01300 and Scedon 17100, 3.3 ofthe Commissioning Guide Speclficetions and Part 5.7 tithe Commiwlonim Pim for more information. Operations and Malmenance, Manual The equilment and systems m be commissioned are specified In Part 1.4 of the Commissioning Plan. The commissioning process, which the Constrictor is responsible to aecutq is defined in Section 17100 of the Commissioning Guide Socctficatlons The commissioning process requires detailed Operation and Maintenance (OW documentation. Thc design professional shall be responsible for the Operations and Maintenance mar tal, which will be E reviewed by the Cutmnare-Ing Authority. The Contract is responsible for providing information needed forthe OdM rtanual. The O&M manual documentation rcquimnmts re found in Scclon01730 of Ne Commissioning Guide Soailications, Tnhrtrg Ran Training of owner personnel will be performed by the Contractor utilizing qualified indviduab for a sufficient donation no cnsme that facility staff has all the information needed to optimally opa me, maintain. and replace the commissioned features and systems. The CA will provide a Training Plan and an Agenda to the Contractor with the information necessary for the Cores" to develop a tminl g plan. F G _ I H J a 6 K 'i Prweal L 1 crxnI Site Selection 2 3 1 4 Rl 5 I 6 I 7 e The Trardrg Plan is that submitted to the CA and the Owner for their approval. Refer m SectionS.l2 d the Cammissonine Plan for an explanation of the farms. procedures, and requirements for developing a aalr ing program. Also ser tab section 3.9 of Satian 17100 of the Cmmmisdmina Guide Soeriflsdons. Comtructlon Verification The CA will matte ongui g site vises to verily, that each commisimed system and assembly is being Installed to achieve the owner's project requirements as detailed in the contract dxumms and nmrufeda 'sbhstrucian%andtoverify Natotherbuildngsystmswasmhblisarenmempromising Ne prformanec of thc fame. The CA will accomplish this through visual inspection and vrifinlion of the Cmtrader's completed mrddists. Pn>Rmclional and construction checklists will be provided by She CA. Ser Pan 5.8 of the CommissiminaPlen Por ase Information. Stmt -Up Ran Development and Implementation It is the Contraem's responsibility Io complete the sten-up and checkout ofall commissioned systems. The Subcontract= and vendors dived the start-up and initial checkout. which is documented in the Start. Up and Orcckan Plan. Thc San -Up end Cb.knut Plan will be provided by the CA. R is thc responsibility of the Customerto provide manufacturer ilrallation. set-up and checkout dna swell as my additional details necessary to the CA. The CA will observe, at minimum, the procedures for each pica afprimery eWip=t, and a srtpling of equipmmt cmy"n=. ScePan S.8 of Nc Commissioning Plan and Salim 17100, Stibswdm 3.4 ofthe Comnissimi a (hide Spe4ficmios fm mere information. Functional Performance Teslbg After acceptance and documentation of the Installation, dart up and ohitial chedcou4 gumdional losing procedures will be aecuted. The CA will oversee, withess, and dammed the f enctlonal testing ofall. equipment and system according to the Commissioning Guide Spodfrcalions and. Toting proceeds Ban eomponens m stub" ams m mea systand finally m attdeorminterlocks ee baween systars. Hating equipment must be tested during the winter, and ab-cmditionitg appmmt must betested during the summer. as appropriate to demonstrate performance under nem -design conditions The CA will provide all necessary form for documentation. SeeSeWon 17100, 3.6 efthe Commissioning Guide Specifications and Part 4.10 of the Commisfontna Phm for more Information. Milestones; - • Comm6zloning mfr be complete, eca pt for 9mNoal testing and controls (reining, print to Substantial Completion. All Test and Balance wait and commissioning mat be conpldcdprior to Functional Completion. Excgdipmmeplanncdammisyslent&HrtgprfonnedaRerocmpancymdmyrequired stasmlal or approved autrred telling. Refer to section 01700 ofthe Comnimloning Guide Spai0ons for prerequisites ofFunctimal Completion. The Owner'a Project Manager will determine the data of Functions] Conplaim after reviewing the CA's recommendation for Functions] Completion. Training The General Contactor is responsible for training coordination and scheduling and ultimately for emvrOtgthaltamingiscompleted. The CA will be rspansble fm overseeing and approving the content and adequacy ANc training of Ownr personnel for commissioned equipment. Training must adder the following issues: • Omem1 purpose of thc system • Use of the ORM manuals 0 9 , 10 , 11 12 • Review of thc crmol drawings end sdiwmLics Sterwp, normal eperstidm shutdown, moccupicd operation. seasonal changeover. trio l operation, corthols set-up and prdgreroming, tmublshoodng and alsms • InterecUms with other systpns e Adjustments and optimizing methods for energy conservation Relevant health and sally Imus • Special nmbitmana and replacement sources; • Tensa interaction isms • Discussion of how the feature or system is mvirolmetallyresponsive The CA mita sssmdle written verification tist training wincondreod, and will provide all nec®y fbrms m the GC. It b Ne responsibility dthe contractor to emplde thc forms and submit than to the CA. Warrantee Review Site Visits During Ne warranty period (1 ycar), saran d and Mer defined testing required will be completed according to the Commissioning Guide Specifications. The CA will coordinate this testing with the Contractor. Any adjustmmta to the O&M manual will be made se this time. Sce Socias 15997 and 16997 for details on =-I and deferred testing. ResponUblGtlea of the Cenral Contractor (GC): A. DuApgrke CondrvcronodAccepumre Plan 1. Facilitate the coordination aflhc cmnmision' mg work by the Cq and with the CA cone that commissioning activities are being scheduled Into the master schedule. 2. Include the cog of commissioning in the total comet price. 3. Furnish a espy of all construNm docuamts, addenda, change orders amd approved submittals and map drawings related to commissioned equipment to the CA. 4. In each purchm order m subcontract written, include requirements for submetal dies, O&M data commissioning tadts and training. S. Ensure that all Subs "=no their commissioning rceponsibilkice according to the Comma Documents and schedule. 6. A rgrscoative shall amend a canmisiming saping meeting and Neer necessary matings scheduled by the CA to facilitate the Cx process. 7. Coordinate the training of owner persamel. B. Dnotng ete lFmrmvyPenod 1. Fnstue that Subs acute smsonal or defend fimdimal performance testing witnessed by the CA, according to the specification. 2. Ensure that Subs ares ddicimcia and rake necessary adjustments to O&M manuals and as-buia drawinge for applicable issues identified in any seasonal testing. EXPANSION FOR SMUCKER QUALITY BEVERAGES PROJECT LEEO CHECKLIST - Rppa Adoross 45 SAWdway Avenue, Chco, CA 05028 a 6 'i Prweal COnstrumlan Amlmry P011wian Pr•wnuon line4d 1 crxnI Site Selection -L Cramer Devlopment Denflty 6 Community Cameethlty 1 ' _L Crams Brownfield Redeeoloprnm I • _L creel• 1 Altsmady& Trompaman, Retic t m sconecm Access 1 C -I Nternadvo Transportation, Gioy'o, Swraga S Chong"lloome, 1 t C-3 Alternadve Tmnspun.tlon,Low-Emlrg3.Fuol Eiomonv0reea; I 1 Gam•• Nmrnadve Tmnspomnlon,Parlin9Cmz;Ny 1 +-G-s, Sib D&wlapmsnt Protect or Rasion. Habit t _ - cam e' • 31. Dewlopmem lAt-wrae Opnl Spacer- - 1 Grme1 Strmwatr Design, 0lmttry Conceal 1 _ t crernaa Stor-n., Dasrgn, Oumny Contra I h Rwp7 Heatiruld Eaeet N-Rew 1 Croft?' Moo;. His, lltand Easct Rod I t GWI. Light Pollutlon Rauccun t t Gton 11 Water EfOtlent undsaping, RoLc0 by 50% n Crepe l.a Well Emclenl"nos,pin,, kis 11-ble Ilse or NOlroom"IWa 1 Cram 1.7 Gufidln.R•YaaMeintarn 95T. of Easing Walla, Flooa a 11001 1 In -Ow Wainewatn Teemologle s[�N� t Cum 1st Guiding Reuu. Maimdn 50% of lnlW lJdw511beutm Elarmits 1 C--slW ren Use Rdutela.. W% no..W I C,ml ser W:Is Use Raduclon, 30% Rotumin I D a Craws2 Materials neumto% I ♦ wr+o91 Furldamenel Commssloningol the Guiding Energy Symms Knead Raraac Wrinurfl Energy Part omsnet P -m. h Rwp7 Fundamental Retrigemm Management n_. ©Gaal Detroit Energy P&mrmw- Into Cerates Rapidly Iter-lot•Materials 1 105%Energy roWcuon 1 u,AEnwgy---n tier wwaal 1AINMUm IAD Performance t 7 S% Enwgy'.3-on t Rum' Enwronmamsl T.t0000 Smos•(E r9) Cemnol Reread . Enyroruaion 2mrp t 1 - Crura Increased Vmmlation 245% Energy no0lcnon e - .8%Enogyledua- Groin • I Low•Emnitgatetr.M. AtnOsw0a 8 SOaar13 I 1 11 5% Energy I007coo11 r• Cram •f LoEmttatg Material.. Paints S Coatings I d 35%EnergyrotWNN1 a Cove • I Low•Enettblg Maurals, Compowlo Weed A Agnlbor Rolutu I 38 5% Enwgy 100Aum1 It C-1 Comrolabildy of Syslms, Laming I 42% Energy r duajon crme7 Cerarolabllmy al Systems. Th.,-ICamon I =C,-2 On -80. Rtort-ole Energy[Eq Ica] Thwmal Com fon, VOillaaa'�N, Clams I Oayllght a Wows, Daylight 75%of SMC03 29ss Ilmpwado Enrpy C-7 Osplght a vims, vie" lar gds of Spec" I 7 9A I'an oNaao Enrpy 12 51K Ronowado Enofgy ; r-T7c,", Emmced Commrmnlnp t Com• Enhmc•d Rmgerent Manegemem I I Crm5 le-uremem A V•naanon 1 1 Clam. Oreton Paso, 1 •neew.. Pall. s IN 2 7 1 8 T 9 1 ill 1 11 13 1 14 1 15 , i6 • 5 a '1 Fru11 Stwape Is Collection of Rseydamos Roo -o 0ramtl Guiding Rtua, Mgmain 75% m E=09 Want, Fears.°ROIe - I 1 Cram 1.7 Gufidln.R•YaaMeintarn 95T. of Easing Walla, Flooa a 11001 1 t Cum 1st Guiding Reuu. Maimdn 50% of lnlW lJdw511beutm Elarmits 1 1 1 Goo 71 Cor.nurlan W.- M ... content, Duron 50% from ONNeal 1 Gamma Conetrumon Wssw Mm.gamenu Dta 75%rrom Deposat 1 1 1 c-, Materials Renee, 5% I Craws2 Materials neumto% I t 1 C -,I Retitled Commre , 10%(p.-oulr. sspremmw mul t C-2 Recycled COMM, 20%(pftf sumac fSraCpmurr6n) t t cremat Regional MaterlaH,10% Earecot, lipase 6 Mawtatnew BognnaMy I 1 Cmmsa Regions Matrlals, In Emma, Proconod S Maltentmew RogloteMy I 1 t Cerates Rapidly Iter-lot•Materials 1 Gam, CMimsd Wood - 1 tier wwaal 1AINMUm IAD Performance t Rum' Enwronmamsl T.t0000 Smos•(E r9) Cemnol Reread . Crml Ound-Ain Oollwry MonotIft 1 t 1 - Crura Increased Vmmlation Crede sl Construalon 1A0 Management Plan, Gunny Coercutlwt 1 t Comet Construction IAO Management Plrl, Buono Coeupmey 1 Groin • I Low•Emnitgatetr.M. AtnOsw0a 8 SOaar13 I 1 r• Cram •f LoEmttatg Material.. Paints S Coatings I Crane] LowEmnhg Materals,Cama Systwr6 1. 1 1 Cove • I Low•Enettblg Maurals, Compowlo Weed A Agnlbor Rolutu I Ctrs Indoor Chemical 6 Pollalart Some&Comtol 1 I C-1 Comrolabildy of Syslms, Laming I crme7 Cerarolabllmy al Systems. Th.,-ICamon I Gam r IThermalCombn,DangnCom!' Thwmal Com fon, VOillaaa'�N, Clams I Oayllght a Wows, Daylight 75%of SMC03 C-7 Osplght a vims, vie" lar gds of Spec" I R"", In", d.*n In 0eslpn: EsompWy PBrtemalca on SS Gat452 1 InnOv.tlOn k10e.lgn'Hwlago On" Rosnnalln Mligaflon 1 famnov.don N D&etgn:Pro 14 Specific tinecrd11. mnowtlon N OedpnRow]o $peoila onceC-7 LEEDe Aecr&dlise Professional 1 to u Crtlllm ZIiy2 Pam;, 91war. 1y;1g L�v4a, Gold: L12-51 pdrN;, Pannum: 52.59 nava Pager 2 on 2 H@U [F@Q c�oa��ac�c�400a 12 1 13 1 14 1 15 16 C R A-�='1 W (d G lis W l y r> G4 W rJ, Qi U y U Ol CL H F 05 U M vl IN ■ Design: Designer K Checked: Checker Dote: May 2008 Job No. 08_72 SheeC LEED Project Checklist L LD -1 Rotted: 6/23/2008 9:SO:36 AM EXISTING PkhRTY LINE ___. x ..._............ x .� ,( x -_ __"__...._. _.........._... .—..____� X _______. n .� n ..._ Y. _..._.....__ ,{ .�. k X X - X X X ;' .'--" TO CIE RELOCATED LANDS TO REMAIN AS IS _ __ O __---- I TRUCK PANNGI 3.40s SF ! i _L--7:---7 — — — _—_—_— — -------_--- — ----- _� l—... ...�...�►a' 1 ---------------/ C. 1 ---, , .....::... 111 I, I! 1 1 FUTURE BUILOING ! _ I I l i 1 +� lit :... PROPOSED PROPERTY ±57,000 SF LINE LOCATION 1 1 1 1 ...1it : E b; LANDSCAPE .AREA 77.000 5F: l, ' � 1 DEPRESSEQ LANDSCAPE li ':.......1 1 • 1 t sl; E._e �I 1POND : 1 FALL"! i 1 EXISTING. : :,1 E 1 , : 1 efOP/pE'NEIi i CON HETI; I A`' '.� Jam•,:•' a �' 1 I I I 1___---- O _—--- ---_— ------------------ 2TYP iEl i I{ TRUCK PANNG 56.975 SF '117 a EX REMAINADI T ENCfES % 5 I j t� 1 `DOCK 0'OOR9 I PANEL NO I DOCK LEVELERS P�nAO� PROP SED DISTRIBUTION F1CILITY DEPRESSED \ Q I 1 132,750 SO. FT. / • , LANDSCAPE POND I 1 I i B ILDING F.F.E: 207.5q / I 1 VIA LCC I _ PANEL L LANDSCAPE AREA 19.4%.SF — a AUTO PANNG 9.932 1:I RHONE BOARI' PANEL N i ® 13 UNRE :PAF%CNG ! , I ST 5 1 1 1 1 O 1 — 71 ' =X....:1 11 I 1 MAIN 5FUTCHEIOARD1 ' !! 7..... Y 1 PHONE CAEIIET I 1 e, t i •�i I LAND E AREA PANEL M REVISE BOUNDARY ( /---`1 1 I 1�I :. ...... ...LL 1 --------2-2Y, i UNE MOOITICATION % '\ FIRE BELVFLOM TGN--- ILAMCSCAPE LY ' 2' ROOENT�j61� I iU I I- LI 1 LIQ _ SEISAct_1 EXISTING POWER POLE. I 1 Irt 1 1 \ ,..� I I DEPRESSED LANDSCAPE I I -^ JOINT UTILITY TRENCH — I I I I / I 1 1 \ --� POND - L5' NAX I I LANDSCAPE AREA 41.000�F / P&AE/SBG — — — — — \ I I / _ — I-a•G EACH. PER MNXNn I.S�IIAx I I '� \ — 7 ! L — — — — — — — — — — — — — — I I r �- UTILITY REOUIREMENTS-_.. --- — t y (FJ POLE , i .................................. .................................................................,...............,......... EMAY AVE............ ..... SPE ......... .......... .ti. r .................................... ._.._..—._....... .........--- _ -. F1............ SITE PLAN 5CALE, I• . 40' Ij ELECTRICAL 5YMEIOL5 ® 01PL.EX 1129"ACLP. ISA 12W S. • •M' MD DOW PPLEX RECEPTACLE ISA MY M • HD' IND SOMLE RECEPTACLE, TSV SK • •M• UL7 IV SPECIAL CUTLET PITH TMST LOOK RECEPTACLE. SEE PLAI6 FOR SFECV -ATIOI Q TEL8 CUT. ROM R STRW TO AGO WIEU! CEI MS T C0MIM 10N I)MARELEMC E OUTLET, RUM 1 STRUM TO A"ZSSME CE11.16, OR PIE4M DEVICES. S < 13! 80.E T0061P SMTCK. NO• Mtl TM PORP TOOOIE SMTCK R N6' MID TNE2PAY T466LE SMTOK • W IND SD OMNER 5MTCK • M6' LNO SN MATT STOPPER NPIIEOOLA (SONIC L NW SMTCK IBE 9146LE 6AM6 RMS. N MATT STOVER I KWOLA OM LEVRI SMTrK USE .dtlLE 6ARS ROM. ® OCOPAMCY SENSOR 0 4W,710 WK SIZE R TYPE AS I PCATED OR NEOMIED CY DMLONELT SMTLK SMgD AS REORED ® PAMELBOARD. N71NIED AS NOTED ON PANS SCMEOLE �T DISTRIBITION TRAWOM MANTIS AS NOTED U� Tum& CABINET. SIZE AID 7174 AS N71w �L 1H81gE TERIOIAL BOARPi a• X V X SN' PLYPWO OR AS NOTED K•OOA LE OLPREX RECPTACRE R I-% 60V O FlXRRL TYR R1.OREra W L16MT FIXiME - RECESSED Q R AOF95CM U04T RXKRE - SIMACE OR PDDAIO POINTED H-- q RJpfESLENf STRIP UW - S MACE MNOKTED lO UGMOESCEO / MD LNMT RXTLIRE - IECEV" { } MAMP 5CB0 / KID LMM FIXTIM - WIFACE MOUNTED M7NNf® INCAICeS6R / MV LMNT RXTAE - KALL M WED emE R6EV'7SFAT LMNT DIE ROMY LINITND NXTIE - WMACe MOWN® ® witmoL EGAPMEIR, NES cOFECT AS R aaw LUO HEOfAMCAL BOR?EMD OESIOMTICI / MOTOR C461AT RW CONCEALED 08 OM FLOOR OR FN9W ORAN �— COW? CONGEALED N MALL OR CELOM �— NOMERLN TO RESPECIM PANEL OR MINIMAL CARET - IFWMROMD �— NOMMN TO R 'EVECTNI! PAM M OR TEi04XUL CABOET - OVEDE40 ®DETAIL DESNNATIOL TOP MACER IIPCAIE5 DETAIL. BOTTOM LETTERALINUM OPCATES ° EET M ISOLATED 6ROAD OR 6ROM0 PALLT NfEIRIPlT9t K "IT LINO - MEMTOED FLtUIE R MEATIERSIX)OF M EMPTY COPAT MTN RLLSTRMS @J emim NES NOT N ELECTRICAL SECTION OF TIES MAIB R SPECT MID MILES N XED ODHOMSE FIXTURE TYFE O HANPHOLE M DA50 OF POLE COMPLETE MTH 6ASKETEO COVER cONR:CT OROND MVFE TO POLE. FULL BASE COVER. ANGIOR HUTS ABOVE R BELOM FLANGE FOR LEVELING. (D) AS Th r ON CENTER NOOK IW AROUND VERTICAL BAR PIMATM ORAOE C NC%AT FEEOM FER PLANS GALVANIZED JOLTS (A REMARED). SIZE AS RECOTlEMOED BY POLE MANA'/10TLRER. (a) " VERTICAL NEDAR MTN 9 TIES ON Ir CENTER{IK CONCRETE DAM. CONCRETE TO M MN 7500 PSI M 26 DAYS, POURED M NATURALLY COPPAe rEO EARTH HOLE FREE OF LOOSE DIRT OR DEOM5. 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GALIPOMNIA N 'm N g SMUGKER QUALITY BEVERAGE5, INC. BUILDING COMPANY P.O. BOX 772 ♦ "'� 3O'' N err 31 SPEEMAY AVENB C4=.4ALPORUA CHICO, C 95927 0 0 0 0 0 0 530 891-4533 a •.m note .euuaerau•.craa '' $N NO 0 0 0 0 El 0 O -a 0 0 0 0 0 04 > 0 0 0 0 0 0 is "sNO 0 0 0 0 0° a o a 0 0 0 A 00 u 4 tx � A o 0r� 0 0 0 0 - --- r \� r ; rj o �U0 0 00 0 0 r —1« N y u 0? 0 0 u i 0 0 0 u AA LiA�y J_ N �,Q SAS Diu ra r u y �'° 0 0 3 0 0 0 A r rip ri 0 o a o o=31 a fififi 1a to i V� r r x w0 0 0 0 0 0 r WO 0 0 a 0 0 0 0 sw 0 0 0 0 0 0 > 9 0 0 0 0 0 0 0 00 r 0 o a o 0= r0 0 O r o 0 0 r0 0 0 0 0 0 0 D r o �0 r v = 0 0 0 0 0 0 , yr r J it NEH WAREHOUSE♦ • • A&RI ELECTRIC.=� GIO-4494yj FOR GNIGO. GALIPOMNIA N 'm N g SMUGKER QUALITY BEVERAGE5, INC. BUILDING COMPANY P.O. BOX 772 ♦ "'� 3O'' N 31 SPEEMAY AVENB C4=.4ALPORUA CHICO, C 95927 530 891-4533 a •.m note .euuaerau•.craa '' IRRIOATIO! 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' � � . ~ N~ . / �.~ ---------------------- ------------------- ` LEGEND PROPOSED INFILTRATION TRENCH PROPOSED STORM DRAIN 0 SM| |CK[[]S [V[}AKJS|OK| STORM DRAIN LAYOUT AND TRIBUTARY AREAS O5/21/OO JOB # 08-072 Civil Engineers - Surveyors Chico, California 111 WIS30w RANCH BLVD., SUITE 100 CHICO CALIFORNIA 95926 (530) 893-1600 FAX: (530) 893-2113 WEB SITE: www.northstoreng.com At al EXIS / �.~ ---------------------- ------------------- ` LEGEND PROPOSED INFILTRATION TRENCH PROPOSED STORM DRAIN 0 SM| |CK[[]S [V[}AKJS|OK| STORM DRAIN LAYOUT AND TRIBUTARY AREAS O5/21/OO JOB # 08-072 Civil Engineers - Surveyors Chico, California 111 WIS30w RANCH BLVD., SUITE 100 CHICO CALIFORNIA 95926 (530) 893-1600 FAX: (530) 893-2113 WEB SITE: www.northstoreng.com