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Home My WebLink About2819 LOKER AVE E; ; CB993959; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10/17/2000 Commercial/Industrial Permit Permit No: CB993959 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: . Applicant: Building Inspection Request Line (760) 602-2725 2819 LOKER AV EAST CBAD Tl Sub Type: 2090830700 Lot#: $50,000.00 Construction Type: Reference #: ACUSHENETCOMPANY INDUST 0 NEW 2 OUTSIDE CHEMICAL STORAGE SHEDS Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 10/22/1999 MOP 10/17/2000 10/17/2000 DOUGHERTY TIM W H CB O REAL EST LTD PARTNERSH C/O LINCOl,.N PROP CO N C INC 1021 W MISSION AV ESCONDIDO CA 92025 760 735-5405 Total Fees: $674.34 Building Permit Add'I Building Permit Fee Plan.Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee lnspecif2__J: 30 EXECUTIVE PARK #100 IRVINE CA 92614 1444 :1.0il 7/00 OOOi 01 02 C-PRriT Total Payments To Qate: $150.00 Balance Due: $524.34 $402.33 $0.00 $261.51 $0.00 $0.00 $10.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 \ \ Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) LFMZ Transportation Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee: Sewer Fee: Redev Parking Fee: TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $674.34 FINAL APPROVAL Date: S · 2 / · () I Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a}, and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exoired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. -PjlOJECT INFORMATION .2 ~, 't f!. Lf> 1<i:;:~-a. FOR OFFICE USE ONLY PLAN CHECK NO. 0,Pqq3q59 EST. VAL. __________ _ Plan Ck. Deposit ________ _ Validated 'Y ~ · t Date /d//b7jr "'7' I Address (include Bldg/Suite #) Business Name (at this address) Gw , •Jl,cA<---f,) r,.,,s ~,e.,£ Legal Description Lot No. Subdivision Name/Number Assessor's Parcel # Existing Use Proposed Use Description of Work SQ, FT. #of Stories # of Bedrooms # of Bathrooms ,2; . · ,CPNTACT PERSQN .(it different fr!iiu..applicent} • J<c/4. lB fltt,.f"1(1f·P.D t.15'1 Name Address City ' State/Zip ·0'Aiaent ro:r:owner . Telephone # Fax # 3: .. ::-:,t\PPLICANT · ,0-contfactqr · '0Agen~.'fo'rcontr~6tor· · ,Q.ow·ne( Name Address City State/Zip Telephone# 4.' -PB.Ol'ERTY ·OWN~B. t... Name Address State/Zip Telephone# s: :CONTRACTOR· .. COM.PANYcNAM!: (Sec. 7031.5 Business and Professions Code: Any City or County which 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 is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he 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 [$5001). Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ 6. WORKERS' COMPENSATION . . . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDl'IED DOLLARS ($1001 OR LESS) D CERTIFICATE OF EXEMPTION: 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' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, end shall subject en employer to criminal penalties end civil fines up to one hundred thousand dollars ($100,000}, in addition to the cost of compensation, damages es provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ______________________________ DATE _________ _ ·1. OWNER-BUILDEl'l'J;>ECL:ARATION . _ .. I hereby affirm that I am exempt from t.he Contractor's License Law for the following reason: D 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 offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves· thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). ~ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ______ Business and Professions Code for this reason: D 1. 2. 3. I persQnally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ~O I~~\ have not) signed an application for a building permit for the proposed work. l~ontract _w·th the ell wing person (fir ) to provide the proposed construction (include name / address / phone number/ contractors license number): 4. I plan to provide portions of the work, but I have hired the llowing person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _________ -\----:~---------------------------------- 5. I will provide some of the work, but I have contracte e allowing persons to provide the work indicated (include name / address / phone number / type of work): _________________ -rrtrlt*l-'t+--~-----------------:---.c-:-:=--:--=---------- PROPERTY OWNER SIGNATURE ---------V-+--lill~~.L..---------DATE---'---'-'+-'-'---+--='""--- ,COMPC:.~E·:fj,US SECTION FOR NON-RfSIDENTJAI, BUltD N Is the applicant or future building occupant required to s bmit a business plan, acutely hazardous materials registration form or risk management and prevention pr9__gram under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applica'11t or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO · ,Is 1he facil~ty to be constructed within 1,000 feet of_the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. '8; ,:c·o_NSTRUCTIO_tf1'ENDING AG_ENcy- 1 hereby affirm that there 1s a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME ____________ _ LENDER'S ADDRESS _______________________ _ '9; APPLICANT CERt1r-lcjmo.N · · I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE /tJi,.,...,.-G.....k-:--_-______________ _ DATE f, ~1-IN -~~------------ W~;:TE: File YELLOW: Applicant PINK: Finance r. City of Carlsbad Bldg Inspection Request For: 03/20/2001 Permit# CB993959 Title: ACUSHENET COMPANY Description: 2 OUTSIDE CHEMICAL STORAGE SHEDS Type: Tl Sub Type: IN DUST Job Address: 2819 LOKER AV EAST Suite: Lot 0 Location: APPLICANT DOUGHERTY TIM Owner: Remarks: CELL 760/ 497-1951 Total Time: Act Comments Inspector Assignment: PD --- Phone: 7608046502 Inspector:& Requested By: TOM Entered By: CHRISTINE CD Description ¥,------ Associated PCRs PCR00045 ISSUED PCR99120 EXPIRED PCR99295 ISSUED lns~ection Histo~ Date Description Act lnsp Comments 03/14/2001 13 Shear Panels/HD's AP PD BOLT HOLES 03/13/2001 13 Shear Panels/HD's CA TP HOLES NOT DRILLED YET 03/09/2001 14 Frame/Steel/Bolting/Welding NR PD WORK NOT DONE 02/22/2001 89 Final Combo co PD 02/07/2001 11 Ftg/Foundation/Piers AP PD 02/07/2001 11 Ftg/Foundation/Piers AP PD 02/07/2001 31 Underground/Conduit-Wiring AP RB 02/02/2001 12 Steel/Bond Beam AP PD SLAB Citv of Carlsbad ~ ; Final Building Inspection ""1'1f"" ' Dept: Building Engineering Planning CMWD St Lite<:~ Plan Check #: Permit#: CB993959 Project Name: ACUSHENET COMPANY 2 OUTSIDE CHEMICAL STORAGE SHEDS Address: 2819 LOKER AV EAST Contact Person: SCOTT Sewer Dist: CA Phone: 8186127046 Water Dist: CA Date: 02/22/2001 Permit Type: Tl Sub Type: INDUST Lot: 0 .......................................................................................................................................................... ~;,pecte~~ Date 3/;r I o.!)I) ( ~pproved: __ Inspected: Approved: Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: _____________________________ _ SAFETY STORAGE® INC. 2301 Bert Drive Mo/lister, CA 95023-2547 831/637-5955 FAX: 831/637•7405 _________ __, http://www.saterysrorage.com Fire Prevention Carlsbad Fire Department 1635 Faraday Avenue Carlsbad. CA 92008 PH: (760)-602-4660 Re: Plan Review Report Date 05/30/2000 Job #: 000142 Bldg #:. C8993959 Job Name: Acushnet Company Job Address: 2819 Loker Avenue Ste. or Bldg. No.: E Pending item 05.32 Pending item 05.33 June 19, 2000 Safety Storage Building Serial Numbers 1812FS-12168 & 1812FS-.12169 To Whom Jt May Concern: Regarding Pending Items 05.32 and 05.33, please note that the exhaust vent and air in- Jet vent openings of each building are protected with UL Classified fire dampers having a fire protection rating of 3 hours. Each damper is fusible link activated and equipped with 165°F fusible links. ~ Upon review of the chemicals to be· stored inside each Safety Storage Building, it appears that non-exempt quantities of Class J.B flammable liquids and Class JI combustible liquids will be stored. Thus, each structure is classified as a Group H, Division 3 Occu~cy. · Since Section 906.1(2) of the 1997 Uniform Building Code only requires smoke venting for H3 Occupancies exceeding 15,000 square feet in area, each building is not equipped with smoke vents because the interior square footage of each unit is only 160 sq.ft Jf you should have any additional questions. please do not hesitate to contact us. cc: Mr. Kevin Burt Ms. Karen Sorter Sincerely, SAFETY STORAGE, INC. ~w;JJ.._ Kenneth Wilkins V.P. Sales National Technical Director ' ! ,. TO: MVA ARCHITECTURE 2151 MICHELSON DRIVE SUITE 140 IRVINE, CA 92612 A TT: KIM COULTHARD SAFETY STORAGE, INC. 2301 BERT DRIVE HOLLISTER, CA 95023 (408) 637-5955 FAX (408) 637-7405 DATE: 9/22/00 BLDG#: 1812-FS-121268/69 CAD# 486 Enclosed please find the following: Three (3) copies each of four (4) revised, stamped drawings and calculations, Remarks: Patti Cunningham Engineering Project Coordinator SAFETY STORAGE® INC. 2301 Bert Drive Hollister, CA 95023-2547 831/637-5955 FAX: 831/637-7405 ,__ ______ _. http://www.safetystorage.com Mr. Dave Yao Esgil Corporation 9320 Chesapeake Drive Suite 208 San Diego, CA 92123 PH: (858)-560-1468 · Re: Recheck Plan Completion Date: 05/31/00 Plan Check No.: 99-3959 Set: II EsGil Corporation Reviewer:· David Yao September 11, 2000 Project Name: Acushnet Company Chemica! Storage Building Job Address: 2819 Loker Avenue, East Safety Storage Building Serial Numbers 1812FS-12168 & 1812FS-12169 Pending items: 27, 28, 35, 37, 38, 39, SC, 7C, &D, 7E, 7'.K, 7L To Whom It May Concern: Enclosed please find two (2) copies each of four (4) revised, stamped drawings and structural calculations contain_ing our revisions addressing the Pending Items ("P.I.) as noted below. · 1) P.I. #27 (Roof Materials): Continuously welded 12-gauge steel sheets were utilized to fabricate the non-combustible roof. Please see Drawing Number DA 1486-1, Note #12. 2) P.I. #28 (Roof Slope): Please see the left elevation of revised Drawing Num- ber DA 1486-1. Please note that "Roof Slope = 0.3" per foot' has been added. 3) P. I. #35: Please refer to enclosed Drawing Number DA2001 F, (which replaces Drawing Number DA 1 000F originally submitted), which indicates the recom- mended method of anchoring the structure, and th,e ICBO number requested. 4) P.1. #37: Please refer to the replacement structµral calculation booklets addres- sing redundancy per Section 1630.1.1, which are enclosed. 5) P. I. #38: Please note that the structural drawings and calculations we provided reflect the largest building in the "FS" series we manufacture with nominal widths (1) ; of 12 feet. The length x width x height dimensions reflect the dimensions of our Model 5012FS-i.e., a Safety Storage Building with a nominal 50-foot length and 12-foot width. Since we manufacture many smaller models in this series of buildings, we utilize the same structural members and spacings included in the fabrication of the largest model we provide. Notwithstanding, please note that we included specific project design data for the buildings on page 4 of 36 of the struc- tural calculations we provided. · Please also see the pre-and-post notes on enclosed Drawing Number STR486-1. These notes have been emphasized for clarity. Additionally, please refer to Draw- ing Number DA 1486-1, which clearly shows the dimensions of the (Model 1812FS) buildings, and to Note #1 states that the floor area is 161 square feet. 6) P.I. #39: Please refer to Drawing Number STR486-1, Note #7; and; structural cal- culation page 26 of 36. The span length of the sump support channels is only 24" (please see enclosed Drawing Number STR486-1, Sectional Views A/1 and B/1 ). These buildings are designed to be supported by. a flat concrete surface, in continuous contact with the building's floor support beams. 7) P.I. #SC: Secondary containment must be designed to. retain the spill from the largest single container (55 gallons) plus 20 minutes of fire protection water if a sprinkler system is present. The built-in secondary containment capacity of each building is 675 gallons and each structure is equipped with a UL Listed pre- engineered dry chemical fire suppression system. Please note 1997 USC Section 904.2.6.1 and 1997 UFC Section 1003.2.6 which both state: "An automatic fire-extinguishing system shall be installed in Group H, Divisions 1,2,3 and 7 Occupancies." Please also note that "automatic fire-extin- guishing system is defined in Section 903 and Section 202, respectively, of the Uniform Building Code and Uniform Fire Code. It "is an approved system of devices and equipment that automatically detects a fire and discharges an approved fire-extinguishing agent onto or in the area of a fire." Each building is an H3 Occupancy and is equipped with an automatic fire- extinguishing ·system (dry chemical) per USC 904.2.6.1 and UFC 1003.2.6. Since the structures are equipped with a pre-engineered dry chemical fire suppression system and not a sprinkler system, containment for 20 minutes of fire protection water should not be required. 8) P.I. #7C: Each building will be used to store flammable liquids in closed con- tainers ("product tight"). Since no dispensing of these materials will occur, flammable vapors will normally not be present and not normally be pres.ent in the exhaust. 9) P.I. #7D: The exhaust fan housing and exterior vertical vent extension is fabri- . cated from 12 gauge and 14 gauge steel, and coated (inside and out) with epoxy and polyurethane. Please refer to Drawing Number DA1486-1, Note #17. 10) P.I. #7E: Please see answer to P.I. #7D above. (2) 1 L 11) P. I. #7K: Please note that the exhaust fan is not equipped with duct, as defined in Section 206-D of the UMC. · 12) P.I. #7L: Please note that the buildings will be used to store "closed" containers of flammable liquids. No dispensing will occur and these materials will not be used inside either structure. In addition, the exhaust fans provide approximately 21 air changes per hour which exceeds 6 air changes per hour (based on 1 cfm/sq.ft. of solid floor area) by a safety factor of 3.5. Since flammable vapors will not normally be present in either the exhaust housing or vertical vent extension; and, since the exhaust ventilation rate ensures that any vapor released under abnormal condi- tions will be below the lower flammable level, flammable vapors will not be present and such fire protection should not be required. If you should have any additional questions, please do not hesitate to contact us. KJW:jw (3) Sincerely, SAFETY STORAGE, INC. ·Kenneth Wilkins V.P. Sales ' EsGil Corporation 1n Partnersli.ip Witli. (jovernment for '.Builifing Safetg DATE: 10/11/00 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3959 SET: III Cl APP~NT Cg JURIS.· Cl PLAN REVIEWER Cl FILE PROJECT ADDRESS: 2819 Loker Ave. East PROJECT NAME: Acushnet Company Chemical Storage Building D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: -(t;n0-p-~ (. n _ us;.-J~ , ·· _ w ~--<vv----'d /"" -1-~ I Mail Telephone Fax In Person REMARKS: 1. The designer stated that city will not require soil report for this project. Please verify. 2. The designer stated that city w~not require handicapped accessibilitymthis chemical storage building. Please verify. -"--V ~ ~,v,,io~ c>Cv-/ _ By: David Yao Enclosures: . ~ Esgil Corporation D GA D MB D EJ D PC 10/3 trnsmtl.dot 9320 (;hesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ---- , ' EsGil Corporation 2n Partnersliip witli (}overnment for '13uiUing Safetg DATE: 5/31/00 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3959 PROJECT ADDRESS: 2819 Loker Ave. East SET: II ~ANT ~~ D PLAN REVIEWER D FILE PROJECT NAME: Acushnet Company Chemical Storage Building D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially co,:nply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Tim Dougherty 1021 W. Mission Ave. Escondido CA 92025 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tim Dougherty · Telephone#: (760)735-5405 Date contacted: Co f I I~ (by: h"X:) Fax #: (760)737-3805 Mail· ~ephone FaxV In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation [gj GA D MB D EJ D PC 5/18 trnsmtl.dot ,_ 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-3959 II 5/31/00 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2819 Loker Ave. East DATE PLAN RECEIVED BY ESGIL CORPORATION: 5/18 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 99-3959 SET: II DATE RECHECK COMPLETED: 5/31/00 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. · B. The following item~ have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo ,_ Carlsbad 99-3959 II 5/31/00 5. Provide complete hazardous material report for the building. 11. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. The response shows see sheet AO. Sheet AO did not dimension the distance between the existing building and this new storage building. It appears to be more than 120 feet.(?) Please dimension the distance between the existing building and new storage. And dimension the new storage building to all the property lines. 19. Provide an area analysis to show the buildings are within the allowable floor area. Section 504.3. The building data sheet on sheet C shows the new building allowable is unlimited. For H-3 occupancy, it is not unlimited allowable floor area per UBC 505.2. The allowable floor area for H-3 11-N shall be 7500sf. Please revise the note. 25. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 1003.3.1.6. ® Show the dimension on the plan. The response from M_VA shows NIA Please explain why is not applicable. Please provide code section to justify it. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. Provide ICBO approval number for the roof material. Or check with city to determine if the city will accept San Diego City Off Site Fabrication without to provide any other information. @ Note on the plan that the roof slope is 0.32" per foot. Section 1506.1. 29. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Provide soil [eport or check with city. Carlsbad 99-3959 II 5/31/00 30. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 31. 32. 33. 34. (5· Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 106.3.3. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." Specify size, ICBO number and manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge, end distance and spacing. Section 106.3.3. The response from MVA shows N/A. Detail 1 on sheet DA1000F shows epoxy anchors. Specify ICBO approved number oh the plan. 36. Show adequate footings under all bearing walls and shear walls. Section 1806.3.(minimum footing from the soil report?) The note on DA 1 000F shows the foundation system shall be properly designed base on actual soil condition at the site. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. The response from Safety Storage Inc. shows see page 3 of the structural calculation. The original calculation did not show it.(see attached sheet) Revised calculation.(?) 38. The drawing PA1486-1 shows the storage building is about 16 feet long. The floor framing plan (STR486-1) shows the building is about 48 feet long. The drawing DA 1486-C shows the floor area is 160 sf. Please clarify. ,· Carlsbad 99-3959 II 5/31/00 The plans must be clearly shown the building under this permit application.(two- 160 sf storage building). The main floor support beam appears to span the entire length. The span for the floor beam either 16 feet or 48 feet. The calculation appears to not show it . Please clarify. The response shows see page 3 of the calculation. Revised page 3.(?) 41. The storage building shall be accessible. Check with city. * 1 r. 2r. 3r. 4r. 5r. The response from MVA shows not required.( Is the proposed building without handicapped accessibility been approved by the city building department?) The response from the safety storage inc. shows the unit is ADA accessible. Please clarify. The revised plan shows new 8'-8" masonry retaining wall around the storage building. Provide complete structural calculation to justify the construction of the wall.(include the footing). The note on S-2 shows the wall requires special inspection. Provide special inspection to the building official prior to issuance the building permit. See attached form.(check the epoxy anchor, it may need special inspection too) What is the ramp slope within the masonry enclosure? Specify the ramp slope on the plan. If the accessibility is required, the ramp shall comply with all the pedestrian ramp requirements. What is the rise and run for the steps inside the masonry enclosure? Specify the dimension on the plan. If the accessibility is required, the steps shall comply with the handicapped stairway requirements. Note 9 on sheet A 1 shows slope the concrete away from the container through the CMU weep hole. It appears to show the water through CMU to the soil side of the retaining wall. Please clarify.(How to prevent water pressure built-up at back of the retaining wall?) Carlsbad 99-3959 II 5/31/00 + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 5. Provide data on proposed hazardous material to be stored and/or used. UBC, Section 307 and UFC. Provide a complete hazardous material technical opinion and report as per UBC, Section 3-7 .1.6. A) For each of the two H-3 storage buildings, clearly show the types of hazardous material that are being stored or used, as per the UBC, Table 3-0 and 3-E classifications. Provide the material safety data sheets (MSDS). B) C) For each of the two H-3 storage buildings, clearly show the amounts of each type of hazardous material to be stored and in use. Provide calculations for required containment in each area of the buildings; as per UBC, 307.2.5. For each of the two H-3 storage buildings, clearly show the sizes of the containers used for storing each type of hazardous material to show the required containment sizing. Provide the required manual shutoff control for ventilation equipment as per UBC, Section 1202.2.3. Correct the locations of break glass switches in the wall right next to the door, not on the wall around the corner from the door. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 7. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. m Clearly show the type of material to be exhausted by each exhaust l7 system. · D) Clearly show the duct materials are suitable for the intended use. UMC, Section 609.1 . E) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B & 5-C. K) Detail duct support as per UMC, Section 609.6. e Detail fire protection as per UMC, Section 609.7. Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. {fjzj SAFETY STORAGE IN~. 2301 Bert Drive Hollister, CA 95023 Ph: (831) 637-5955 Fax: (831) 637-7405 Project STEEL & FS Series Sheet 3 · of 36 Prepared By JJD Date 10/10/99 Checked By ___ Date ____ _ DESIGN BASIS -STEEL & FS SERIES The design calculations attached are for Safety Storage lnc.'s Steel & FS Series Buildings. The fire walls of the FS Series Building consist of three (3) layers of Fire Resistance Gypsum Wall Board. The design calculations enclosed cover the structural members used in the Steel & FS Series buildings and reflect the largest building in the series. The Length x Width x Height dimensions used in these calculations reflect the dimensions of a Model 5012FS. All smaller buildings in this series use the same structural members and are covered under this design. The calculations have been prepared using, at a minimum, the load~ required by the following standards. Wind Design Wind Design Seismic Design ASCE 7-88 ASCE 7-95 ASCE 7-95 1997 SBC -.J -.J 1994 SBC -.J 1996 BOCA -.J -.J 1993 BOCA -.J 1997 UBC -.J (97 USC) 1994 UBC -.J Where a multiple number of similar members are used such as roof purlins or wall stiffeners, the worst case member that governs the design is checked. When explosion vent panels are included in the unit, the structure is designed to resist an internal pressure of 100 psf without rupturing or tearing. It is not designed to contain the internal pressure wjthout deformations. '- .,. EsGil Corporation 2n Partnersliip witli (jovernment for '13uiUing Safety DATE: 11/3/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3959 PROJECT ADDRESS: 2819 Loker Ave. East SET:I D FILE PROJECT NAME: Acushnet Company Chemical Storage Buildings D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Tim Dougherty 1021 W. Mission Ave. Escondido CA 92025 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclqsures: Esgil Corporation ~ GA D MB ~ EJ D PC 10/25 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-3959 11/3/99 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 99-3959 OCCUPANCY: H-3? TYPE OF CONSTRUCTION: II-N ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 11/3/99 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: storage? ACTUAL AREA: 161 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/25 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any . .-i~-state, county or city law. · To speed up the recheck process, please note on this list {or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 99-3959 11/3/99 • GENERAL 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. • PLANS 2. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Sec. 106.3.3. 3. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained.(if applicable) 4. Indicate on the Title Sheet whether or not a grading permit is required for this project. 5. Provide complete hazardous material report for the building. 6. Provide construction cost of the storage building. 7. Provide a statement on the Title Sheet of the plans that this project shall comply with the 1998 edition of the California Building Code (Title 24 ), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. 8. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION FIELD WELDING EXPANSION/EPOXY ANCHORS DESIGNER-SPECIFIED OTHER REQUIRED? REMARKS .. ;~- 9. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for Carlsbad 99-3959 11/3/99 approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. • SITE PLAN 10. Provide a fully dimensioned site plan drawn to scale. Sec. 106.3.3. Include the following: a) Existing and proposed buildings and structures. 11. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 12. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 13. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. • LOCATION ON PROPERTY 14. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meets the criteria of Table 5-A and Chapter 6. Section 503. 15. 1he exterior walls less than 5 feet to a property line or an assumed property line, shall be 4hr fire-rated construction. Section 503.(See table 5-A and item 13 to show the proper protection) 16. Exterior walls shall have a 30 inch parapet when less than 20 feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exceptions, Section 709.4) 17. The exterior wall shall have protected openings (3/4 hour) when closer than 20 feet to a property line or an assumed property line. Section 503. 18. The exterior walls shall have no openings when closer than 5 feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 503. • BUILDING AREA 19. Provide an area analysis to show the buildings are within the allowable floor area. Section 504.3. Carlsbad 99-3959 11/3/99 • OCCUPANCY SEPARATION 20. A 4-hour occupancy separation is required between the H-3 occupancy and the B/F-1 occupancy. Table 3-B, Section 302.2. (See exceptions in Section 302) 21. Provide 4 -hour fire-resistive door assemblies in the4-hour occupancy separation. Section 302.3. • EXITS 22. Exit doors should swing in the direction of exit travel when serving any hazardous area or when the area served has an occupant load of 50 or more. Section 1003.3.1.5. 23. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." In lieu of the above, in a Group B, F, Mor S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1003.3.1.8. 24. Exit doors from Group~,§, H-I, H-2, H-3, H-6, H-7 and I occupancies shall not be provided with a latch or lock unless it is panic hardware. Section 1007. 25. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 1003.3.1.6. • ROOFS 26. Specify roof slope. 27. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 28. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 1506.1. • FOUNDATION -A;?- 29. Provide a copy _of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Carlsbad 99-3959 11/3/99 30. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 31. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 106.3.3. 32. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 33. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). 34. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." 35. Specify size, ICBO number and manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge, end distance and spacing. Section 106.3.3. 36. Show adequate footings under all bearing walls and shear walls. Section 1806.3.(minimum footing from the soil report?) • FRAMING 37. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. 38. The drawing DA1486-1 shows the storage building is about 16 feet long. The floor framing plan (STR486-1) shows the building is about 48 feet long. The drawing DA1486-C shows the floor area is 160 sf. Please clarify. 39. The main floor support beam appears to span the entire length. The SPQB for the floor beam either 16 feet or 48 feet. The calculation appears to not show it .Please clarify. • ADDITIONAL Carlsbad 99-3959 11/3/99 40. Please refer to the following corrections for mechanical, plumbing ,electrical items. 41. The storage building shall be accessible. Check with city. 42. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 43. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 44. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only,will not be reviewed by the City Planning, Engineering and Fire Departments untibreview by EsGil Corporation is complete. Carlsbad 99-3959 11/3/99 + ELECTRICAL PLAN REVIEW + 1996 NEC + PLAN REVIEWER: Eric Jensen 1. Include the following information on the electrical plans: a) The (shed) grounding electrode system. b) The stand-by power available (If required by the UBC 307.2.6 or 307.2.7) c) The source of the (branch circuit) power to the shed. The electrical diagrams provided with the initial plans cite a 120/240 volt system. Is that what is available? Note: If you ·have any questions regarding this electrical plan review list please contact Eric Jensen at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. The li'censed designer must sign each sheet of the plans. 2. Correct the site plans, sheet AS1, to show the proposed H-3 storage buildings. The plans only show only two "H3 Enclosure for Reference Only. (To Be Permitted Seperately)." 3. The new H occupancy storage building may not be in the required 60 foot yards for the existing unlimited area building. UBC, Section 505.2. 4. Show the required smoke and fire dampers for duct openings in fire rated occupancy separations. UBC, Sections 713.10 and 713.11. 5. Provide data on proposed hazardous material to be stored and/or used. UBC, Section 307 and UFC. Provide a hazardous material technical opinion and report as per UBC, Section 3-7.1.6. a) Clearly show the types of hazardous material that are being stored or used, as per the UBC, Table 3-D and 3-E classifications. Provide:'lhe material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. Carlsbad 99-3959 11/3/99 c) Clearly show where in the buildings each type of hazardous material is being stored or used. d) Provide calculations for required containment in each area of the buildings, as per UBC, 307.2.5. e) Provide a written response to show how Spill Control and Drainage are being handled as required in UBC, Sections 307.2.3 & 307.2.4. f) Provide the required manual shutoff control for ventilation equipment as per UBC, Section 1202.2.3. Correct the locations. g) For fumes or vapors that are heavier than air, exhaust shall be taken from a point within 12 inches of the floor. UFC, section 8003.18.2-5. PLUMBING (1997 UNIFORM PLUMBING CODE) 6. Detail the backflow protection of water connection to fire protection systems as per UPC, Section 603.4.18. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 7. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Detail the required make-up air as per UMC, Section 505.6. b) Detail the exhaust outlet clearances as per UMC, Sections 504.6 & 505.9. c) d) e) f) g) h) i) j) k) I) Clearly show the type of material to be exhausted by each exhaust system. Clearly show the duct materials are suitable for the intended use. UMC, Section 609.1 Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B & 5-C. Separate and distinct systems shall be provided for incompatible materials. UMC, Sections 505.2 Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. Detail duct cleanouts as per UMC, Section 609.4. Detail required explosion venting of dust collection systems as per UMC, Section 609.5. Detail duct support as per UMC, Section 609.6. Detail fire protection as per UMC, Section 609.7. Carlsbad 99-3959 11/3/99 . m) Detail clearances from combustibles as per UMC, Sections 609.8 & 609.8.1. n) Detail protection from physical damage as per UMC, Section 609.9. Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 99-3959 11/3/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2819 Loker Ave. East BUILDING OCCUPANCY: BUILDING PORTION BUILDING AREA (ft.2) Storage building 2x161 Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-3959 DATE: 11/3/99 TYPE OF CONSTRUCTION: VALUATION VALUE MULTIPLIER ($) 50000 (estimate) D 199 USC Building Permit Fee ~ Bldg. Permit Fee by ordinance: $ 402.32 D 199 USC Plan Check Fee ~ Plan Check Fee by ordinance: $ 261.51 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 209.21 Comments: Sheet 1 of 1 macvalue.doc 5196 l .... City of Carlsbad I ¥1 h· 1 i U44; i h· 1 •24 ·i¥i I I; ,J§ ,\ I BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB 99 3 '?S<z DATE: lJ~ lf./25' BUILDING AD RESS: ~81 q La l.M: ~ ~ 1-:: PROJECT DESCRIPTION: J)... ~ ~.e:.J .3t:;::~Q ~~ ASSESSOR'S PARCEL NUMBER: ~ ... ~ -o7 >G-5 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with . instructions in this report can result in suspension of permit to build. []. Right-of-Way permit is required prior to construction of the following improvements: attached report of deficiencies marked with ake necessary corrections to plans or specificatio s for compliance with applicable codes and stan ards. Submit corrected plans and/or . specifications to this office for review. Date: /tlrf'zJz l Date: By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: ENGINEERING DEPT. CONTACT PERSON D Dedication Application Name: JOANNE JUCHNIEWICZ D Dedication Checklist City of Carlsbad D Improvement Application Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 D Improvement Checklist Phone: (619) 438-1161, ext. 4510 D Future Improvement Agreement CFD INFORMATION D Grading Permit Application Parcel Map No: D Grading Submittal Checklist Lots: 0 Right-of-Way Permit Application · Recordation: D Right-of-Way Permit Submittal Checklist and Information Sheet Carlsbad Tract: D Sewer Fee Information Sheet A-4 H:1woRm~19"6-5!lEaI!!:!19Fltedm~s8~<t1.Fem@arlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 4@.121:§W69 1 :" 0 0 0 0 0 0 0 0 BUILDfN-G PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets G. Driveway widths 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each diff~rent use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ 4b. All· conditions are in compliance. Date:· __________ _ H.IWORD\DOCS\CHKLSnBuildmg Plancheck Cklst BP0001 Fam, JJ.doc 2 Rev. 12/26196 /' 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm· drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the. required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ ______ _, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the chefcklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid p~ior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This-agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: H:IWORDIDOCS\CHKLSneu,ldmg Plancheck Cklst BP0001 Fann JJ.doc 3 Rev. 12/26/96 1 st,I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future. Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: ,6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a· grading permit are found in Section 11.06.030 of the Municipal Code. ?a. Inadequate information available on Site Plan ·to make a determination on grading requirements. Include accu·rate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading. permit is not required.) 7d.No Grading Permit required. ?e.lf grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of:-Way. Types of work include, but are not limited to: street improvements, tree 'trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: H:IWORD\DOCS\CHKLSnBuildmg Plancheck Cklst BP0001 Fann JJ,doc BUILDING PLANCHECK CHECKLIST 4 Rev, 12126/96 ~ 6u ~U X/0 0 ef 0 0 0 0 0 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may teleph ne (760) 438-2722, extension 153, for assistance. Industrial Wast~ permit accepted by: Date: I/; 8/00 11. NPDES PERMIT Complies with the City's requirell\ents of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 12. 0 faequired fees are attached -6" No fees required 13. Additional Comments: H:\WORDIDOCSICHKLST\BuIlding Plancheck Cklst BP0001 Form JJ,doc 5 Rev, 12/26/96 ,' 0- 0-' "-0 i C""6i 01 -· ., ni Cl c)I o-f >, .0 "" -"" u QJ .r: u C: "' :a: ., iii 0 I I : ' I >, .Jj N .. .>t: (.J ., .r:: u C: "' C: !!l "' 0 I I I >, .Jj M "" .>t: (.J ., .r:: u C: "' C: ¢00 ~DD ?6 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 99 · 3 9 59 Planner '?o..t.c. l (zod w 1 a APN: 2o9 ·0 93· 07-rO 8 Address ;lg 19 Lo k"t Bv~, t;a ~ t Phone (619) 438-1161, extension :} 34 9 Type of Project & Use: O.fr,·cc: / wH Net Project Density: DU/AC Zoning: _____ General Plan: ____ Facilities Management Zone: ___ _ CFO lin/nutl # Date of participation: Remaining net dev acres: Circle One --------- (For non-residential development: Type of land used created by this permit: ____________________ } Legend: ~ Item Complete ©J Item, Incomplete -Needs your action Environmental Review Required: YES NO )( TYPE __ _ DATE OF COMPLETION: ______ _ Compliance with conditions of approvai? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required:,, YES NO ·x TYPE __ _ APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER ~ELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ----------------------- Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NOL CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521·8036 Determine status (Coastal Permit Required or Exempt): Coastal· Permit Determination Form already completed? YES NO_ If NO, complete Coastal Permit Determination Form now .. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal ·Permit Required" (at minimum Floor Plans). 2} Complete Coastal Permit Determination Log as needed. lnclusionary Housing Fee required: YES NO ~ /Effective date of lnclusionary Housing Ordinance -May 21, 1993.) • Data Entry Completed? YES _ NO _ {A/P/Ds, AcJivity Maintenance, e~'lter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN. Enter Fee, UPDATE1J Site Plan: '¢i DD 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. ~DD 2. Provide legal description of property and assessor's parcel number. Zoning: Front: Shown -------Interior Side: Required Street Side: Required ______ _ Rear: · Required _____ _ pio D 2. Accessory structure setbacks: Front: Required ---=-----50 1 Shown so' 1 nterior Side: Required -------Shown Street Side: Required -------Shown Rear: Required ------Shown Structure separatio,:t: Required _____ _ Shown 0 D D 3. Lot Coverage: Shown Required ------ D D O 4. Height: Required -------Shown ------- D D D 5. Parking: Spaces Required -------Shown -------Guest Spaces Required ______ Shown Q ~ D Additional Comments ------~ (D Per Spec,;fic, Pia,.. 5 PJQQ 1 sfa,~3c (1/eg,> rou,d Qe sc..,ceoed I a!e pee f!)s@e. 15 0£ SP".QOO lcoQy ,oc.lased) -O'f_ Sj~J{OQ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTERQaJsiL DATE 5/Jd/oO Carl~ac~ Fire Department 000142 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: 1010312000 Building Plan Reviewed by: ------------ Name: Safety Storage, Inc. Address: 2301 Bert Drive City, State: Hollister CA 95023 Plan Checker: Job#: 000142 ------- Job Name: Acushnet Company Bldg #: CB99S95~; ------------------Job Address: 2819 Loker Av Ste. or Bldg. No. E ~ Approved D Approved Subject to D Incomplete Review FD Job# ------ The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field · modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 000142 2nd FD File# 3rd Other Agency ID Carlsj)aq Fire Department 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Date of Report: 10/03/2000 ------------ Name: Safety Storage, Inc. Address: 2301 Bert Drive City, State: Hollister CA 95023 Plan Checker: Job Name: Acushnet Company Job Address: 2819 Loker Av Reviewed by: 000142 000142 Fire Prevention (760) 602-4660 Ste. or Bldg. No. E ------ Dry chemical protection system requires licensed contractor to install and permit . Call secretary for permit requirements and inspection notice. Carlsbad Fire Department 000142 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 0612212000 ------------ Name: Safety Storage, Inc. Address: 2301 Bert Drive City, State: Hollister CA 95023 Plan Checker: Job #: 000142 Job Name: Acushnet Company Bldg #: CB993959 ------------------Job Address: 2819 Loker Av Ste. or Bldg. No. E IZI Approved D Approved Subject to D Incomplete Review FD Job# ------ The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 000142 2nd FD File# 3rd Other Agency ID ?'-! / Carlsbad Fire Department 000142 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 05/30/2000 ------------ Name: Safety Storage, Inc. Address: 2301 Bert Drive City, State: Hollister CA 95023 Plan Checker: Job #: 000142 Job Name: Acushnet Company Bldg#: CB993959 ------------------ Job Address: 2819 Loker Av Ste. or Bldg. No. E D Approved D Approved Subject to [gl Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 000142 2nd FD File# 3rd Other Agency ID Requirements Category: Building Plan Page 1 Requirement: Pending 05.32 Additional Requirements or Comments Provide information on the plans as to how the smoke fire dampers are to be activated. If they are to be activated by single station smoke detectors provide the locations of the detectors on the electrical plans. Also provide the state fire marshal listing sheet and the manufacturers cut sheets on the detector. Requirement: Pending 05.33 Plan Revisions Please submit 3 sets of corrected plans directly ti5 the Building Department for routing to the appropriate departments. 05/30/00 MAY-12-00 03:49PM FROM-LOKER 2ND FLOOR S/MARKETING +7608046507 ACUSHNET COMPANY May 12, 2000 Attention. K~vin Burt MVA 2151 Michelson Dr., Sui"re 140 Irvine, CA 92612 Mt.Bun: ~8 I 9 LOKER AVENUE EAs'r, CARL.5EIAD, CA 92006 T,;::1-t760l 804-6500 • f"Ait<760l 9.30·4473 T-317 P.02/02 F-561 I am investigating the possibiliiy of omitting a parking stall for th~ Chemical Stonige Area uni:t.s In the: meantime, please resubmit the proposal to the City of C"1'lsbad to ha.vi: thi:se units ~pro"~-!Acushnl!t , employel!s, unqertlu: normal course of a day, are pelfonning duties which require them ro be!ambularoiy. In addition to their ability to walk about. "11 Acushnet employees are familiar with lhe emergency ev.:leuation exits :md procedures This infonnaiion should facilitate rcsubmittal for our Chemical S10rage ~~ I . Should you ha\11: any questions, or :require any ~ditioncd infonnation, pk~e contact my office. ~ Lais Cardenas Facilities Manager Bc/5-12-00 ~-· i,! !' •'ii", ~- l~J 'NUMBER FAXING (7t-o) Q-3~ W-73, " SAFETY STORAGE l·NC. TELEFAX COVER LETTER DATE: _h:,1 + 1 _g:'.'.,/ TIME: % : .s_ AM/PM TOTAL # OF PAGES L-j . (caver included) PLEASE DELIVER TO: ATTN: :IiH TITLE: FIRM; DIVISION/ DEPT: ADDRESS; ' ADDRESS: CllY /STATE/ ZIP: ----......------- ------------PHONE# & EXT#: ~ Ct,()---~l{., ~ s:)~ TRANSMITTED FROM: SAFETY STORAGE £lbl70£609L:O1 SUBJECT I .. • • ' • ~ • • •• •' • • ' .. t _ .. , •, • •' , :, I ,•i;'"': .r · . .-· ·. . . ... ,: . . . . •• '"'1 •••• 20:3!:)l:ld IECTION Cvtillllllr1DT1 n taNmlt o ... Cylinder 2s1 capacity ....-¾'" diameter pipe ¾" diameter pipe ' J,. T1 Nozzle Nozzle 2Ji LB. SYSTEM (TOTAL FLOODtNGt WITH AIC AND IC · PIPING UMITATIONS MAXIMUM MAXIMUM MINIMUM IIINIMUII TEE LENGTff EL80W8 LENGTH EllOWS AU.OWED 36' 8 6' 1 I 7' 3 2' 1 0 9 7' 4 1 PIPE DIAllmR - NOTE: 1. PCl-25ABC and PCl-25BC must always use two ·· N-TF· nozzles. 2. System piping must be balanced within 10%. This means the pipe lengths from T1 to the nozzles must be within 109' of ea.ch other for the two branches. 3. A main/reserve Tee check. Model TC-1 In the cylin- der to T1' section counts as two elbows in that section. Figure 3-2A. PCl-25ABC Total Flooding Piping Limitations --.. ·--- £Lbb0£609L:O.L :wo~~ Li:s0 66 L0-J3c Carlsbad Fire Department 2660 Orlon Way Carlsbad.,,CA 92008 Plan Review Date of Report: 1112911999 ----------- Name: Address; City, State: Safety Storage, Inc. 2301 Bert l:lrlve Hollister CA 95023 Plan Checker: Job Name: Acushnet Company Job Address: 281"9 Loker Avenue E If dry chemical system is Installed. all piping must be 3/4". £0:3~t;d £l17170£609l!OJ. Reviswed by: 990352 990352 Fire Prevention (760} 931-2121 Ste. or Bldg. No. PLUMP ENGINEERING, INC. 20101 S.W. BIRCH STREET, SUITE 210 NEWPORT BEACH, CA 92660 949-474-2140 FAX: 949-474-4240 E-MAIL: PLUMPENG@EARTHLINK.NET Title · ACUSHNET COMPANY Job # : 000410 Dsgnr: RP Description .... Date: APR 14,2000 8'-0" SITE WALL Cantilevered Retaining Wall Design 5.0.4 .,,-en.r.,ter.e.ri_a _______ .... _.. [Soil Data I [Footing Strengtns&Dimensi°'!:) Retained Height Wall height above soil Slope Behind Wall = Height of Soll over Toe = Soil Density = Wind on Stem = 0.67 ft 8.67 ft 0.00: 1 . 0.00 in 110.00pcf 20.0 psf Allow Soil Bearing = 1,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 25.0 psf/ft Passive Pressure = 150.0 psf/ft Water height over heel = 0.0 ft Footingl!Soil Friction = 0.300 Soil height to ignore for passive pressure o.oo in I Design Summary I I Stem Construction '.::T"'ot"'all!II B!!le•a•r!lllin•gli!IL•o•ad..---=--·1"',8~8!!'!6!11!!11b•s_. Design height • Top Stem Stem OK ft= 0.00 ... resultant ecc. = 16.62 in Wall Material Above 11Ht" = Masonry Soil Pressure@ Toe = 981 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,000 psf . Soil Pressure Less Than Allowable · ACI Factored @ Toe = 1,363 psf ACI Factored @ Heel = O psf Footing_Shear@ Toe = Footing Shear @ Heel = Allowable = Wall Stability Ratios 0.0 psi OK I 2.9 psi OK 76.0 psi Overturning = 3.21 OK Sliding = 2.88 OK Sliding Cales (Vertical Component Used) Lateral Sliding Force = 204.7 lbs less 100% Passive Force= -75.0 lbs less 100% Friction Force= -565.8 lbs Added Force Req'd = 0.0 lbs OK 0.0 lbs OK ... .for 1.5 : 1 Stability = Footing Design Results ! Toe eel Factored Pressure = Mu': Upward = Mu' : Downward = Mu: Design = Actual 1-Way Shear = Allow 1-Way Shear = Toe Reinforcing = Heel Reinforcing = Key Reinforcing = 1,363 0 psf 0 2,213 ft-# 0 3,658 ft-# 0 1,445 ft-# 0.00 2.89 psi o.oo 76.03 psi #5@ 16.00 in #5@18.00in None Spec'd Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @Section Moment....Actual Mornent. .... Allowable Shear ..... Actual Shear ..... Allowable = = = = lbs= ft-#= = psi= psi= Bar Embed ABOVE Ht. in = Bar Embed BELOW Ht. In = Wall Weight Rebar Depth 'd' Masonry Data = in= 8.00 # 5 16.00 Center 0.721 181.3 869.6 1,206.1 4.6 38.7 17.26 6.00 78.0 3.75 fm psi= 1,500 Fs psi= 20,000 Solid Grouting = Yes Special Inspection = Yes Modular Ratio 'n' = 25. 78 Short Term Factor = 1.000 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Medium Weight Concrete Data fc psi= Fy psi= Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined fc = 2,000 psi Fy = · 40,000 psi Min. As% 0.0018 :roe Width = o.oo ft Heel Width = 5.33 Total Footing Width = ---5:33- Footlng Thickness = 12.00 In Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover@ Top = 2.00 in @ Btm.= 3.00 in PLUMP ENGINEERING, INC. 20101 S.W. BIRCH STREET, SUITE 210 NEWPORT BEACH, CA 92660 949-474-2140 FAX: 949-474-4240 ii llt"'llt C:::::: E-MAIL: PLUMPENG@EARTHLINK.NET Title · ACUSHNET COMPANY Job # : 000410 Dsgnr: RP Description .... 8'-0" SITE WALL Date: APR 14,2000 Cantilevered Retaining Wall Design 5.0.4 [ Summary of Overturning & Resisting Forces & Moments -•..•• OVE£RTURNING .••.• Force Distance Moment Item lbs ft ft-# Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Total = ResistingfOverturning Ratio 48.8 -17.5 173.4 0.56 0.33 6.01 204.7 O.T.M. = = 3.21 27.2 -5.8 1,041.3 1,062.6 Vertical Loads used for Soil Pressure = 1,886.1 lbs Vertical component of active pressure used for soil pressure Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth@ Stem Transitions= Footing Weight = Key Weight = Vert. Component = Total= . ..•. RESISTING ...•. Force Distance Moment lbs ft ft-# 343.9 3.00 1,031.8 728.5 800.0 0.00 0.33 2.67 1,872.4 lbs R.M.= 242.8 2,133.3 3,408.0 • I I gao.79psf PLUMP ENGINEERING, INC. 20101 S.W. BIRCH STREET, SUITE 210 NEWPORT BEACH, CA 92660 949-474-2140 FAX: 949-474-4240 E-MAIL: PLUMPENG@EARTHLINK.NET Title · ACUSHNET COMPANY Job # : 000410 Dsgnr: RP Description .... Date: APR 14,2000 8'-0" SITE WALL Cantilevered Retaining Wall Design 5.0.4 I Criteria ------------· I Soil Data Retained Height = Wall height above soil = Slope Behind Wall = Height of Soll over Toe = Soll Density = Wind on Stem = 4.00 ft 1 5.33 ft 0.00: 1 0.00 In 110.00 pcf 20.0 psf Allow Soil Bearing = 1 ,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 35.0 psf/ft Passive Pressure = 150.0 psf/ft Water height over heel = 0.0 ft FootingUSoil Friction = 0.300 Soil height to ignore for passive pressure 0.00 in I ~coting Strengths & Dimensions • fc = 2,000 psi Fy = 40,000 psi Min. As% = 0.0018 Toe Width = 2.00 ft Heel Width = 0.67 Total Footing Width = ·2.67 Footing Thickness = 12.00 in Key Width = 12.00 In Key Depth = 16.00 in Key Distance from Toe = 1.67 ft Cover@ Top = 2.00 in @ Btm.= 3.00 in I Design Summary Total Bearing Load ... resultant ecc. 1,450 lbs 4.00 in • I Stem Construction I Top Stem 7· -11!!!111111!1-.. !ll!I .. ___ _. -......,_S,...te-m-=o'"'"K,----------------- Design height ft= 0.00 = Soil Pressure@ Toe = 951 psf OK Soil Pressure @ Heel = 136 psf OK Allowable = 1,000 psf Soil Pressure Less Than Allowable ACI Factored@Toe = 1,219 psf ACI Factored@ Heel = 175 psf Footing Shear@ Toe = 12.1 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = f 76.0 psi Wall Stability Ratios Overturning = 1.73 OK Sliding = 1.55 OK Sliding Cales (Vertical Component Used) Lateral Sliding Force = • · 526.6 lbs less 100% Passive Force= -408.3 lbs less 100% Friction Force= -434.9 lbs Added Force Req'd = 0.0 lbs OK ... .for 1.5 : 1 Stability = 0.0 lbs OK [Footing Design Results Toe Factored Pressure Mu': Upward Mu' : Downward Mu: Design = 7"¼9 = 2,198 = = Actual 1-Way Shear = Allow 1-Way Shear = 493 1,705 12.11 76.03 Toe Reinforcing Heel Reinforcing Key Reinforcing = #5@16.00,in = # 5 @ 18.00 in = None Spec'd !eel 175 psf 0 ft-# 0 ft-# Oft-# 0.00 psi 0.00 psi Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at = Masonry 8.00 # 5 16.00 Center = = = = Design Data fb/FB + fa/Fa Total Force @ Section Moment....Actual Moment. .... Allowable Shear ..... Actual Shear ..... Allowable = lbs= ft-#= -. psi= psi= Bar Embed ABOVE Ht. in = Bar Embed BELOW Ht. in= Wall Weight Rebar Depth 'd' in= 0.899 386.6 1,083.3 1,206.1 9.8 38.7 21.51 6.73 78.0 3.75 Masonry Data ------------------------- fm psi= 1,500 Fs psi= 20,000 Solid Grouting = Yes Special Inspection = Yes Modular Ratio 'n' = 25. 78 Short Term Factor = 1.000 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Medium Weight Concrete Data fc Fy psi= psi= Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * ~-r Key: Not req'd, Mu < S * Fr PLUMP ENGINEERING, INC. 20101 S.W. BIRCH STREET, SUITE 210 NEWPORT BEACH, CA 92660 949-474-2140 FAX: 949-474-4240 Title · ACUSHNET COMPANY Job # : 000410 Dsgnr: RP Description .... Date: APR 14,2000 8'-0" SITE WALL ii ... «:: E-MAIL: PLUMPENG@EARTHLINK.NET Cantilevered Retaining Wal~ Design Summary of Overturning &,Resisting Forces & Moments ..... av RTURNING .•... Force Distance Moment Item lbs ft ft-# Heel Active Pressure Toe Active Pressure = 437.5 1.67 729.2 = -17.5 0.33 -5.8 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 106.6 7.67 817.1 Total = 526.6 O.T.M. = 1,540.4 Resisting/Overturning Ratio 1.73 Vertical Loads used for Soil Pressure = 1,449.7 lbs Vertical component of active pressure used for soil pressure Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = , Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @Stem Transitions= Footing Weight = Key Weight = Vert. Component = Total= . .... RESISTING ..... Force Distance lbs ft 2.67 0.00 727.7 2.33 400.0 1.33 200.0 2.17 1,327.7 lbs R.M.= Moment ft-# 5.0.4 1,698.1 533.3 434.0 2,665.4 I I 950.97psf Company : PLUMP ENGINEERING, INC. Designer : RP Job Number: 000410 5 ft Ar-f ' I ~I 27 ft Geometry and Materials ACUSHNET B May 15, 2000 Checked By: __ A -----------.::.x=·r-1 D Coo Length : 27. ft eX : o in Allowable Soil Bearing : 1000 psf Steel fy : 40 ksi Minimum Steel : .0018 Rebar CL : 2.5 in Width : 21 ft eZ : 0 in Thickness : 8 in pX : 132 in Height : 1 in pZ : 204 in Loads DL EL p (k) 24.85 Vx (k) +Vx ~,m~ A D Service Combination Results Description A B D C DL+LL QA: 144.479 psf QB: 144.479 psf QC: 144.479 psf QD: 144.479 psf Load Sets A B D C DL+LL+WL QA: 144.479 psf QB: 144.479· psf QC: 144.479 psf QD: 144.479 psf Concrete Weight : 145 pcf Concrete fc : 2 ksi Vz (k) Mx (k-ft) Mz (k-ft) Overburden (psf) 357.8 j{Revers~ E._;=J +Vz ~+Mx ~z +Over ~Rill) ~ ~ D C B A A D OTMSF X-X OTMSF Z-Z A 8 D C DL+LL-WL QA: 144.479 psf QB: 144.479 psf QC: 144.479 psf QD: 144.479 psf A B D ~---~ DL+Ll+EL QA: 329.844 psf QB: 329.844 psf QC: 0 psf QD: 0 psf A D DL+LL-EL QA: 0 psf QB: 0 psf 8 C QC: 329.844 psf QD: 329.844 psf RISAFoot Version 1.03 [D: \risa 1 \00041 0. rft] Page 1 . Company PLUMP ENGINEERING, INC. Designer RP Job Number : 00041 0 Flexure D~sign Results ACUSHNET May 15, 2000 Checked By: __ Description Load Sets and Factors Mu-XX (k-ft) Z Dir As (in2 ) Mu-ZZ (k-ft) X Dir As (in2 ) . rn:+17[ :r.u ::62 8-:26 "ACl"9~2(wr-··----T:05O[ +1:275L[=F1~275WL _____ -···· ··---39.82r···-··-· ---3~629-----51 :2--·-----il:666 ___ _ . ACr9:2(W)-·--r:osoc+1--.275L[-=-1~275WL ____ ......... -·--·-·39~822 -·----··3:ci29 -······ -----.. 51.2 ---. . -· -. 4:666 . ACl"9:2(Er-----· 1~05D[iT275[L--i='I :4EL ---... --. -.... ·-. ··-·39~822--·--------3:629 -----135.or--· ---8:684 ____ _ . -ACr9~2{E) ___ ··-r:"05DC-tT275[C:-1AE ·39:g22--· --3::629-~3o.0r---8::68 A""Crs:-J{W Gl-:3W 3:8 No_te: Overburden and footing self wetght are includE:d in the DL load case. . . . ' Controlling X'_directi~n steel requires the following placement: Region 1 (starts at A): 36 in Steel: .588 in2 Region 2 (middle): 252 in Steel: 8.235 in2 Region 3 (ends at 8): 36 in Steel: .588 in2 :•: Shear Check Results Two Way (Punching) Ve: 3!95.516 k Orie Way (X Dir. Cut) Ve 123.968 k One Way (Z Dir. Cut) Ve: 159.387 k Description Load Sets and Factors .--.-........ .....,..---,--,.---rrs-rn7 Note: Overburden and footing self weight are included in the DL load case. Concrete Bearing Check Results (Only Vertical Loads Considered/) Bearing Be : 54881.9 k Description 'Load Sets and Factors Bearing Bu (k) Bearing Bu/ ,0Bc Note: Overburden and footing self weight are included in the DL load case. RISAFoot Version 1.03 [D:\risa1\00041 0.rft] I I Z Dir. Cut Vu(k) Vu/ y5'/c Page2 G. OHANIAN BY. ....... ........... ..... . DATE« 7-f-97 SUBJECT RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO •...... 1_ ... JOB NO. STRUCTURAL CALCULATIONS OF "PENCO" STORAGE RACKS FOR: CHROMIUM GRAPHICS, INC. 2819 LOKER AVE. EAST CARLSBAD, CA. PER UBC 1994 EDIT-ION RD-2570 .. . . ... SEISMIC DESIGN OF STORAGE RACKS BASED ON: 5000 # / LEVEL REF: CALCS. 1 THRU 6 DRAWINGS: RD-2570 SH. 1 FLORES CONSULTING GROUP 6362 Ferris Square • San Diego, CA 92121 Phone (619) 546-1626 ~, .!:. BY. . _G_. ... 9H..A!'!_I_A_N. .... 7-1-97 DATE• .................... . SUBJECT .. . r 96" '..-N . 0 <Xl ... ~ ro ... FRONT LOAD BE,t,;M . <D ;::,-X ·-·-·--·-X t=0.07" RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 I • . ...... VIEW 5000 # / LEVEL 2500 # / BEAM IMPACT LOAD 25% OF PALLET LOAD=625# Ix =2.36 Sx = 1.16 Fy =55KSI. 17 SIDE VIEW " ( )K •K M= 96 ; 2.5+.625 = 37.5 1 / 4"¢ SAFETY PIN K VO = .05x75x.4= 1 .5 SHEET NO ............ ~ ......... . JOB NO •....... ~.P.:-:-.?~7.9 .. ,•": BY ..... q._ O.HAN.L~N.. DATE. 7 -1 -9 7 SUBJECT RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO ....... } ....... JOB NO.. -~_!)-2570 SEISMIC DESIGN V= .z.1.c xW Rw LOAD PER COLUMN P= 2x5.0 = 5.0 K . 2 K W=.1 +5.0 =5.1 D.L L.L. V= .4x1x2.75x5.1 = .?OK 8 V= .4x1x2.75x5.1 = .94 K 6 V= 2x. 94 = 1 .9 K LONGIT. SEISMIC f---------1--.35 K J---------+--.35 K 5000 # / LEVEL Z=.4 1=1 C=z·.75 Rw=8 Rw=6 W=D.L.+L.L. ZONE 4 Max. LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION 8.1 "K 8.1 "K 16, 1 "K i 6.1 "K BY DATF; G. OHANIAN . .. . .. .. . .. 7-'1-97 SUBJECT RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO •......... 4. . JOB NO •... R_D-2570 COLUMN ANALYSIS f J" 1'1 :,,E-~-x ~ A=.62 Ix =1.01 Sx =.68 rx = 1.28 KSI Fy =55 ly=,75 Sy =.47 ry=1.1 Kl= 48 rx 1.28 = 37.5 Fe=~= 150.6 ( Kl )2 ry Kl_ 48 ry -1. 1 =43.6 Fe>_G_ 2 Fe ~Fy K Pn =f n xA = 3 1 • 0 COMBINED STRESS RATIO Pp+ MM = 156.12 + 2126.41 = 1.0<1.33 a ax • • BASE PLATE "K K K ANCH. TENSION = 16· 1 -(5.1 x3 ") = .13 6" .. ANCHOR SHEAR = ~ = .35 K 2 [ ·.·· USE (2)-1/2"fll ANCHOR BOLTS PER BASE PLATE, 3" EMS. CHECK COL. FOR WEAK AXIS BENDING M=1.9x7"/2=6.7 "K P=5.1 + (1.9x96x.66/42)=8.0 K .J:..+___M_=_M_+ ..2..:..Z_ = 92<1 33 Pa May 1 6.2 15.5 · · F KSI Fn =Fy (1-4 ;)= 50.0 Fn =Fe Pa= /;2 = 1 6.2 K "K K 16.1 5.1 I ) 7"x5"x.3/8" BASE PLATE • < •• # •. .,., .. . .. . . . ·.· ... . . ,. -~ . 6" 7 3/4" BY ... DATE_. G. OHANIAN 7-1-97 SHEET NO ......... ?. ....... . JOB NO ....... ~.P.-:-.25-7,0. SUBJECT RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 MOMENT AT BEAM CONNECTION = 12.1 Mi= _8_._1 -= 4.0 2 "I( "K "PENCO" BEAM CONNECTION 3 PRONG CONNECTOR USE 3 PRONG CONNECTOR ALL LEVELS TYP. SHEAR CAPACITY OF EACH PRONG. ·va= .018x.7x36x.4= 1.8 K K Ma = [(1.81( x7")+( 1 2 ·8 x4")]x1.33 = 21.s"K CONN. ·····--·--.. ------------ '1 .. BY ..... _q,.., _Ot!ANI.~.~ . 1-7-97 DATE--. ... . . . .~ r • I RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 SUBJECT TEL:( 818 )957 ~2980 . FAX:( 818 )957-8603 TRANSVERSE SEISMIC K » ~ Mor= 1.9 x96 x.66 = 120.4 K " "K MR = 5. 1 X42 = 214.2 NO UPLIFT TWO 1 /2"¢ ANCHOR BOLTS PER BASE PLATE OK. LOAD TO DIAGONAL P 1 9 58 __ 2.6 K = . X KSI Fy =50 A=.31 rx =.48 Q=.74 L= 58" 42 KSI Fa = 1 2.04 P0 = 3.73 K CHECK WELDS H tA-x l•.07" SEC. A-A 1 /8" WELD 1" LONG EACH SIDE (2" TOTAL) 2"x.125x. 707x70x.3 = 3.6 K ]Yp•)--.,....,.--,. 1/8 ,· SEC. 8-B I I I I SHEET NO......... -~-. JOB NO ..... RD-2.570_ ; al I I I I I I I I I I I I I I I I I I I I I I I I I ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, California 95023 Phone: (831) 637-5955 Fax: (831) 637-7405 Structural Calculations Safety Storage Inc's FS Series Buildings Model 1812FS, #12168 and #12169 for Titleist & Foot-Joy Worldwide Carlsbad, CA 92083 September 5, 2000 1· I . ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project. ____ ___,_F-=S....;:S::...::e=ri=e-=-s ___ _ Sheet 2 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 I I I I I I I I I I I I I I I I Checked By ___ Date ____ _ Cover Page Contents Design Basis Project Specific Design Data CONTENTS Design Loads, Load Combinations, Materials Dimension Overview Building Dead Load Wind Load Seismic Loads with USC Section 1630 & Redundancy Calculations Seismic Load Vertical Distribution Overturning Fillet Weld Capacity Allowable Shear Stress (Roof Diaphragm and Shear Wall) Roof Diaphragm ShearWall Roof Plate Roof Purlin Door Lintel Wall Plate Wall Stiffener Floor Support Floor plate -Sump floor Explosion Pressure Explosion Pressure -Roof Plate Explosion Pressure -Roof Purlin Explosion Pressure -Door Lintel Explosion Pressure -Wall Plate Explosion Pressure -Wall Stiffener Appendix "A" (Section Properties) 1 2 3 4 5 6 7 8 9 10, 11 12 13 14, 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31,32,33,34 : ~~~f,,ETY STORAGE INC. Project FS Series Hollister, CA 95023 Sheet 3 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I 1· I I· I I I I I I I I I I I I DESIGN BASIS -FS SERIES The design calculations attached are for Safety Storage lnc.'s FS Series Buildings. The fire walls of the FS Series Building consist of three (3) layers of Fire Resistance Gypsum Wall Board. The design calculations enclosed cover the structural members used in the FS Series buildings and reflect the largest building in the series. The Length x Width x Height dimensions used in these calculations reflect the dimensions of a Model 5212FS. All smaller buildings in this series use the same structural members and are covered under this design. The calculations have been prepared using, at a minimum, the loads required by the following standards. Wind Design UBC 1997 Seismic Design UBC 1997 Where a multiple number of similar members are used such as roof purlins or wall stiffeners, the worst case member that governs the design is checked. When explosion vent panels are included in the unit, the structure is designed to resist an internal pressure of 100 psf without rupturing or tearing. It is not designed to contain the internal pressure without deformations. II ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project ____ ...:....F-=S-=S=e..:....:.rie=s=----- Sheet 4 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I PROJECT SPECIFIC DESIGN DATA MODEL 1812FS, #12168 and #12169 UBC 1997 Design Load Data: Roof Live Roof Snow Floor Live Wind Load Seismic Zone Building Dimensional Data: Length Width Height = = = 210.75" 137.25" 104" 20 psf 40 psf 250 psf 110 mph, Exposure "C" 4 (Ca= 0.44, Na= 1.00, Nv = 1.00) Centerline to Centerline Anchor Bolt Dimensions: Length Width = = Anchor Bolt Reactions: 208.75" 125.62" (per corner tie down location -4 total) Uplift per Bolt = Horizontal per Bolt = 5.51 kips 7.15 kips Building Dead & Accessory Loads (Approx 15%): (Excludes Floor Live Load) Building Dead Load Accessory Dead Load Building DL + Access Uniform Bid DL + Access = = = = 17,345 lbs 2,602 lbs 19,946 lbs 99 psf I U7Y7J - I ~e~:feETY STORAGE INC. Project _____ F_S_S_e_rie_s ___ _ Hollister, CA 95023 Sheet 5 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJ D Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I DESIGN LOADS, LOAD COMBINATIONS, MATERIALS Design Loads: 20 psf 40 psf 250 psf 110 mph, Exposure "C" Roof Live Roof Snow Floor Live Wind Load Seismic Zone 4 {Ca= 0.44, Na= 1.00, Nv = 1.00) Load Abbreviations D = L = s = w = E = Dead Load Live Load Snow Load Wind Load Seismic Load Load Combinations: (Sect 1612.3.2) 1. 2. 3. 4. 5. 6. 7. Materials: D + L (Floor) + L (Roof) or S (Roof) D + L (Floor) + W or E/1.4 D + L (Floor) + W + S/2 D + L (Floor) + S + W/2 D + L (Floor)+ S + E/1.4 1.2D + L (Floor) + Em 0.9D +/-Em Cold Formed Steel Hot Rolled Steel Tube Steel ASTM A-569 ASTMA-36 ASTM A-500 "B" (12-12) (12-13) (12-14) (12-15) (12-16) Fy = 38.0 ksi Fy = 36.0 ksi Fy =46.0 ksi (Sect 1612.4) (12-17) (12-18) 1" Duradek T-3500 Fire Retardant Resin Fiberglass Floor Grating or 1" 1KG Borden Type W/B Series 3 Steel Grating Fire Resistance Gypsum Wall Board -, I. ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project _____ FS_S_er_ie_s __ _ I-Ph: (831) 637-5955 . Fax: (831) 637-7405 Sheet 6 of 34 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ ,, DIMENSIONAL OVERVIEW (Model 5212FS Shown) I I I I I I I I I I I I I- I 1: L = 618.75" = 51.56' ID= 601.00" = 50.08' PLAN VIEW SIDE ELEVATION I/ Ave ID = 92.00" = 7.67' IE-~--~ ----,-:~.I ID= 120.00" = 10.00' W= 137.25" = 11.44' END ELEVATION J\ H = 104.00" = 8.67' : ~~:feETY STORAGE INC. Project FS Series Hollister, CA 95023 Sheet 7 of 34 I Ph: (831) 637-5955 · · Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I Building Dead Load (Model 5212FS) Roof 12 GA. Plate (Top) Roof Purlins @ 24" o.c. 2-1/4" Gyp. Board (1"+2x5/8") 24 GA Plate (Bottom) Misc. Total Floor Steel Grating Grating Support 12 GA Floor Plate C4x5.4 Support Channel Misc. Total Walls 12 GA Plate (Outside) Wall Stiffener 2-1/4" Gypsum Board Wall Stud 24 GA Plate (Inside) Misc. Total 4.3 psf 2.8 psf 9.0 psf 1.0 psf 3.9 psf 21.0 psf 5.2 psf 2.6 psf 4.3 psf 2.7 psf 2.0 psf 16.8 psf 4.3 psf 2.3 psf 9.0 psf 0.8 psf 1.0 psf 2.0 psf 19.4 psf Roof Area DL Floor = (137.25" X 618.75") / 144 = 589.75 sq ft = 21.0 psf x 589.75 sq ft= 12,385 lbs Area = (137.25" x 618.75") / 144 = 589.75 sq ft DL = 16.8 psf x 589.75 sq ft= 9,908 lbs Side Wall Area = 2 x (137.25" x 104.00") / 144 = 198.25 sq ft DL = 19.4 psf x 198.25 sq ft= 3,846 lbs Front & Rear Wall Area = 2 x (618.75" x 104.00") / 144 = 893.75 sq ft DL = 19.4 psf x 893.75 sq ft= 17,339 lbs Building Dead Load= 12,385 lbs+ 9,908 lbs+ 3,846 lbs+ 17,339 lbs= 43,477 lbs Bid DL + Accessories (15% of Bid DL) = 43,477 lbs+ 6,522 lbs= 49,999 lbs Uniform Distributed Load (DL +Access)= 49,999 lbs/ ((137.25" x 618.75") / 144) = 85 psf : ~~!(:aETY STORAGE INC. Hollister, CA 95023 I Ph: (831) 637-5955 Fax: (831) 637-7405 Project FS Series Sheet 8 of 34 Prepared By JJD Date 09/05/00 Checked By ___ Date. _____ _ I I I .I I I I I I I I I I I I I WIND LOAD-1997 UBC, 110 mph Exposure C (Model 5212FS) p = 1.06 = 31.0 psf = 1.15 P =1.06XCqX31.0psfx1.15 = 37.79 Cq Primary Frames and Systems = 0.8 p p p p = 0.5 = 0.7 = 37.79 X 0.8 = 30.23 psf = 37.79 X 0.5 = 18.89 psf = 49.13 psf = 37.79 X 0.7 = 26.45 psf V = Total Horizontal Wind Load (kips) (Equation 20-1) (Table 16-G, Exposure C) (Table 16-F, Wind Speed 110 mph) (Table 16-K, 2. Hazardous Facilities) (Table 16-H, Method 1) (Windward Wall, Inward) (Leeward Wall, Outward) (Roof, Slope < 2: 12, Outward) (Windward Wall, Pressure) (Leeward Wall, Suction) (Total Horizontal Wind Load) (Roof Uplift) V = 49.13 psf x (618.75" x 104.00" / 144) / 1000 = 21.95 kips Elements and Components Cq = 1.2 = 1.3 p p p = 37.79 X 1.2 = 45.35 psf = 37.79 X 1.2 = 45.35 psf = 37.79 X 1.3 = 49.13 psf (Table 16-H) (Wall Elements, Inward & Outward) (Roof Elements, Slope< 7:12, Outward) (Windward Wall, Pressure) (Leeward Wall, Suction) (Roof Uplift) I U1Y/J . I CZ@ SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project FS Series Sheet 9 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I ., I I I I I I I I I I SEISMIC LOAD-1997 UBC, Zone 4 (Model 5212FS) Seismic Zone: 4 (Figure 16-2) Seismic Zone Factor: Z = 0.40 (Table 16-1) Seismic Coefficient: (Soil Profile Type = S0) Ca= 0.44Na (Table 16-Q) Near Source Factor: Na= 1.0 (Table 16-S) (Seismic Source Type Ac:: 10km, B c:: 5km, C, > 2 km) Numerical Coefficient: R=4.5 (Table 16-N) (Light-framed walls with shear panels) Total Seismic Dead Load: w Seismic Design Base Shear: (Equation 30-11, Sect. 1630.2.3.2) V = ( 3.0 X Ca X W) / R W = DL + Ace + RSL + FLL DL Ace RSL FLL = Dead Load Building = Dead Load Accessories = Roof Snow Load = Floor Live Load (25% included in Seismic Cales) = 43.48 kips = 6.52 kips = 40 psf x (137.25" x 618.75" / 144) / 1000 = 23.59 kips (Sect. 1630.1.1) DL Ace RSL FLL = 0.25 x 250 psf x (137.25" x 618.75" / 144) / 1000 = 36.86 kips W = 43.48 + 6.52 + 23.59 + 36.86 = 110.45 kips Seismic Base Shear= V = (3.0 x 0.44 x 110.45) / 4.5 = 32.40 kips(= Eh) Section 1630 -Minimum Design Lateral Forces and Related Effects E Em p Omega = pxEh = Omegax Eh = 1.5 = 2.8 (Equation 30-1) (Equation 30-2) (Table 16-N) E = 1.5 X 32.40 = 48.60 kips Em = 2.8 x 32.40 = 90.72 kips SEISMIC BASE SHEAR= 32.40 kips > WIND LOAD BASE SHEAR= 21.95 kips SEISMIC LOAD GOVERNS BASE SHEAR DESIGN I . I ~~!~ETY STORAGE INC. Project _____ F_S_S_er_ie __ s ___ _ Hollister, CA 95023 Sheet 10 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I .I I I I I I I I I I I SEISMIC LOAD VERTICAL DISTRIBUTION 1997 UBC, Zone 4 (Model 5212FS) Seismic Zone: Seismic Zone Factor: Seismic Coefficient: Near Source Factor: Numerical Coefficient: Dead Load Assigned to Level i: Seismic Vertical Force Distribution (Sect. 1630.2.3.3) r-W= 11.44' ... , 4 Z=0.40 Ca= 0.44Na Na= 1.0 R=4.5 W1 Level 2 (Roof) F2 . .---------, 7 H = 8.67' _..,.____J Level 1 (Floor) F1 Level 2 Seismic Force w2 = DL Roof+½ DL Walls+½ DLAcc+ RSL DL Roof DLSidewalls DL Front & Rear Walls DLAcc RSL = 12.39 kips = 3.85 kips = 17.34 kips = 6.52 kips = 23.59 kips W2 = 12.39 + ½ (3.85 + 17.34) + ½ (6.52) + 23.59 = 49.83 kips (Figure 16-2) (Table 16-1) (Table 16-Q) (Table 16-S) (Table 16-N) F2 = (3.0 X 0.44 X 1.0 X W2) / 4.5 = (3.0 X 0.44 X 1.0 X 49.83) / 4.5 = 14.62 kips Wind Force at Level 2 = ½ Wind Load Base Shear = ½ x 21.95 = 10.98 kips SEISMIC FORCE AT LEVEL 2 = 14.62 kips > WIND FORCE AT LEVEL 2 = 10.98 kips SEISMIC LOAD GOVERNS: ·ovERTURNING, ROOF DIAPHRAM, AND SHEAR WALL DESIGN . I lm7J - I r:l@ SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project _____ F_S_S_e_rie_s ___ _ Sheet 11 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I SEISMIC LOAD VERTICAL DISTRIBUTION (continued) 1997 USC, Zone 4 (Model 5212FS) Level 1 Seismic Force w1 = ½ DL Walls + ½ DL Ace + DL Floor + Seismic FLL DL Sidewalls = 3.85 kips DL Front & Rear Walls = 17.34 kips DL Ace = 6.52 kips DL Floor = 9.91 kips Seismic FLL (Floor LL) = 36.86 kips W1 = ½ (3.85 + 17.34) + ½ (6.52) + 9.91 + 36.86 = 60.62 kips F1 = (3.0 X 0.44 X W1) / 4.5 = (3.0 X 0.44 X 60.62) / 4.5 = 17.78 kips V = F1 + F2 = 17.78 + 14.62 = 32.40 kips (check) SEISMIC BASE SHEAR = 32.40 kips > WIND LOAD BASE SHEAR = 21.95 kips SEISMIC LOAD GOVERNS BASE SHEAR DESIGN : ~~!~ETY STORAGE INC. Project'-------'-F--S_S.,c_e_r_ie __ s ___ _ Hollister, CA 95023 Sheet 12 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJ D Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I OVERTURNING Anchor Bolt Reactions (Model 5212FS) t t r T t t t t t l DL 104.00" 0 125.62" CL to CL ~ of Anchor Bolts W1 = 49.13 psf X 618.75" / 12 = 2533 plf W2 = 26.45 psf X 618.75" / 12 = 1364 plf P1 = (2533 plf X 104.00" / 12) / 1000 = 21.95 kips P2 = (1364 plf X 137.25" / 12) / 1000 = 15.60 kips CL to CL Anchor Bolts W (Building Width) L (Building Length) H (Building Height) = 125.62" = 137.25" = 618.75" = 104.00" = 10.47' = 11.44' = 51.56' = 8.67' (Overturning Moment) MoT = <P1 / 2) H + (P2 x W/2) (Wind) · (Overturning Moment) MoT (Seismic) (Resistance Moment) MR = (21.95 kips/ 2) x 8.67' + (15.60 kips x 11.44'/2) = 184.3 kip-ft = F2 xH = (14.62 X 2.8) kips X 8.67' = 354.9 kip-ft> 184.3 kip-ft (Seismic Load Controls) (From Equation 12-18) = (0.9DL x CL/2) (From Equation 12-18) = 0.9 x 43.48 kips x 10.47'/2 = 204.9 kip-ft (using anchor bolt spacing) (Safety Factor) (Section 1621.1) Solve for Tension: SF = MR/ MoT = 204.9 kip-ft/ 354.9 kip-ft= 0.58 ===> Therefore, SF (Required) = 1.5 MoT = 2/3 x (MR+ (TX CL)) 354.9 kip-ft= 2/3 X (204.9 kip-ft+ TX 10.47') (Tension Force) T = 31.28 kips For Sliding, use µ = 0.3 , Net Resistance = µ (0.9 x Dead Load) = 0.3 (0.9 x 43.48 k) = 11. 7 4 kips Seismic Base Shear= 90. 72 kips, Resistance = 11. 7 4 kips (From Equation 30-2) Shear Force= 90.72 kips-11.74 kips= 78.98 kips PROVIDE TIE DOWN AT EACH CORNER ( 4 Total): T/2 = 31.28 kips/ 2 = 15.64 kips TENSION FORCE V/4 = 78.98 kips/ 4 = 19.75 kips SHEAR FORCE : ~~!fveETY STORAGE INC. Project FS Series Sheet 13 of 34 Hollister, CA 95023 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I FILLET WELD CAPACITY (Ultimate Strength) Fu = 70 ksi (assumes E70xx electrodes) (Yield Strength) Fy = 36 ksi (minimum yield of base materials) (weld width) y = 0.125 in (effective throat) ta = o. 707 x y = 0. 707 x 0.125 in = 0.0884 in (allowable weld shear) fv = 0.3 X Fu= 0.3 X 70 ksi = 21 ksi (weld shear flow) V = fv X ta= 21 ksi X 0.0884 in X 1000 = 1856 pli (allowable base shear) fv = 0.4 x Fy = 0.4 x 36 ksi = 14.4 ksi (base shear flow) V = fv X y = 14.4 ksi X 0.125 in X 1000 = 1800 pli ALLOWABLE WELD STRENGTH = v = 1800 PLI = 21.6 KIP/FT : ~~!tETY STORAGE INC. Project FS Series Hollister, CA 95023 I Ph: (831) 637-5955 Fax: (831) 637-7 405 Roof Diaphragm Fy = t.v = a = h = h/t.v = h/t.v > Fv = Cv = kv = a/h = kv = Cv = Fv = Sheet 14 of 34 Prepared By JJ D Date 09/05/00 Checked By ___ Date ____ _ ALLOWABLE SHEAR STRESS (Roof Diaphragm and Shear Wall) Manual of Steel Construction Allowable Stress Design Ninth Edition AISC Part 5 Specifications and Codes Chapter F Section F4, p. 5-49 (TS 3.5 x 3.5 x 0.120 Roof Purlins at 24" o.c.) 38 ksi 0.1046" = thickness of web (12 gage) 128.0" = clear dist between transverse stiffeners (inside building dimension width) 20.5" = clear dist between flanges (24" -3.5" = 20.5") 20.5" I 0.1046" = 196.0 380 I (Fy) 112 = 380 I (38) 112 = 61.6 thus, (Fy x Cv) / (2.89) <= 0.40 Fy (45,000 X kv) / (Fy X (h/t.v)2) (when Cv is less than 0.8) 5.34 + (4.00 / (a/h)2 ) (when a/h is more than 1.0) 128.0 /20.5 = 6.24 > 1.0 5.34 + (4.00 / (6.24)2 ) = 5.44 (45,000 x 5.44) I (38 x (196.0)2) = 0.168 < 0.8 thus, (38 X 0.168) / (2.89) = 2.21 ksi I I I I I I I I I I I I I I I I Allowable Shear Stress in Roof Panel Diaphragm: F v = 2.21 ksi x 1.33 = 2.94 ksi : ff!!~!Fv.,ETY STORAGE INC. Project FS Series Hollister, CA 95023 Sheet 15 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I ALLOWABLE SHEAR STRESS (Cont.) (Roof Diaphragm and Shear Wall) Shear Wall (Wall Stiffeners 32" o.c.) Fy = 38 ksi tw = 0.1046" = thickness of web (12 gage) a = 100.0" = clear dist between transverse stiffeners (building height minus sub-framing) h = 26.5" = clear dist between flanges (32" -5.5" = 26.5") h/lw = 26.5" I 0.1046" = 253.3 h/lw > 380 I (F y) 112 = 380 I (38) 112 = 61.6 thus, Fv -(Fy x Cv) / (2.89) <= 0.40 Fy Cv = (45,000 X kv ) / (F y X (h/tw)2) (when Cv is less than 0.8) kv = 5.34 + (4.00 I (a/h)2 ) (when a/h is more than 1.0) a/h = 100.0 / 26.5 = 3.77 > 1.0 kv = 5.34 + (4.00 I (3.77)2 ) = 5.62 Cv = (45,000 x 5.62) / (38 x (253.3)2) = 0.104 < 0.8 thus, Fv = (38 X 0.104) / (2.89) = 1.36 ksi Allowable Shear Stress in Shear Wall Panel Diaphragm: Fv = 1.36 ksi x 1.33 = 1.81 ksi I /mzJ - I ~ SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project. ____ --=--F-=S-=S;;....;::e=ri=es::;.__ __ _ Sheet 16 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I ROOF DIAPHRAGM (Using Em per Equations 12-17 or 12-18) L = 618.75" = 51.56' ,_ ~I I 'I I\ l lv W= 137.25"= 11.44' V I/ t t t t t t t w (5212FS shown, H = 8.67') (Seismic Load on Diaphragm) V = (14.62 x 2.8) / 2 = 20.47 kips per sidewall (Omega= 2.8, F2 = 14.62 kips= Level 2 Seismic Force) (Shear/ Foot) v = (20.47 kips/ 20') x 1000 = 1024 plf (Use 20' instead of 51.56' to account for openings in walls) (Shear Stress in 12 GA) (Allowable Shear Stress) = (1024 plf} / (0.1046" X 12") = 816 psi = 2.94 ksi (per AISC ASD, 9th Ed., Section F4) SHEAR STRESS, fv = 0.82 ksi < ALLOWABLE SHEAR, Fv = 2.94 ksi 12 GA. ROOF PANELS SHALL BE CONNECTED TO EACH OTHER WITH CONTINUOUS 1/8" FILLET WELDS AND TO ROOF PURLINS WITH 2" LONG 1/8" FILLET WELDS @ 12" O.C. EXTERIOR EDGES OF PLATE SHALL BE WELDED TO ADJOINING MEMBERS WITH 2" LONG 1/8" FILLET WELDS@ 12" O.C. II ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project _____ F_S_S_e_ri_es ___ _ Sheet 17 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I SHEAR WALL (Using Em per Equations 12-17 or 12-18) V < H = 104.00" = 8.67' w (5212FS shown, L = 51.56') (Seismic Load on Diaphragm) V = (14.62 x 2.8) / 2 = 20.47 kips per endwall (Omega= 2.8, F2 = 14.62 kips= Level 2 Seismic Force) (Shear/ Foot) (Shear Stress in 12 GA) (Allowable Shear Stress) V = (20.47 kips/ 11.44') X 1000 = 1789 plf = (1789 plf} / (0.1046" X 12") = 1425 psi = 1.81 ksi (per AISC ASD, 9th Ed., Section F4) SHEAR STRESS, fv = 1.43 ksi < ALLOWABLE SHEAR, Fv = 1.81 ksi 12 GA. WALL PANELS SHALL BE CONNECTED TO EACH OTHER AND TO STIFFENERS WITH 2" LONG 1/8" FILLET WELDS @ 12" O.C. BOTTOM OF STIFFENERS SHALL BE WELDED TO WALL PANEL WITH 1/8" FILLET WELD 7" LONG FROM BOTTOM OF SUMP, BOTH SIDES OF STIFFENER. EXTERIOR EDGES OF PLATE SHALL BE WELDED TO ADJOINING MEMBERS WITH 2" LONG 1/8" FILLET WELDS@ 12" O.C. .1 r7im I "-@ SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project FS Series I Ph: (831) 637-5955 Fax: (831) 637-7405 Sheet 18 of 34 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I ROOF PLATE MATERIAL -12 GAGE (Dead Load) (Roof Snow Load) (Total Load) (Span Length) (Unbraced Length) (Uniform Load) (Bending Moment) (Elastic Section Mod) (Bending Stress) (Allowable Bending) DL SL TL L Lu w M X Sx fbx Fb11 = 4.3 psf = 40.0 psf = 44.3 psf (12 gage panel) = 24" (Roof Purlins @ 24" o.c.) = 24" -3.5" = 20.5" = 44.3 psf x 12.0" x (ft/12 in)2 = 3.69 pli = 1/8x ( WL/) = 1/8 x ( 3.69 pli x (20.5 in)2) = 194 in-lb (per 12" width) = 1/6x(12"x(0.1046")2) = 0.0219in3 = Mx / Sx = (194 in-lb/ 0.0219 in3 ) / 1000 = 8.9 ksi = 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi BENDING STRESS, fbx = 8.9 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi I ~ - I fl@ SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project FS Series Sheet 19 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I ROOF PURLIN TS 3-1/2 x 3-1/2 x .120 @ 24" o.c. (Area= 1.58 in2, Sx = 1.70 in3, Ix= 2.98 in4) (Dead Load) DL = 21.0 psf (Roof Snow Load) SL = 40.0 psf (Total Load) TL = 61.0 psf (Span Length) L = 128" (Uniform Load) w = 61.0 psf x 24" x (ft/12 in)2 = 10.17 pli (Bending Moment) Mx = 1/8 x ( WL2) = 1/8 x ( 10.17 pli x (128 in)2) = 20,841 in-lbs (Bending Stress) fbx = Mx / Sx = ((20,841 in-lbs) / 1. 70 in3 ) / 1000 = 12.3 ksi (Allowable Bending) Fbx = 0.60 Fy = 0.60 x 46 ksi = 27.6 ksi BENDING STRESS, fbx = 12.3 ksi < ALLOWABLE BENDING, Fbx = 27.6 ksi (Allowable Deflection) danow = L / 240 = 128 in/ 240 = 0.53 in (Deflection) dmax = (5 X W X L 4) / 384 X E X Ix = (5 x 10.17 pli x (128 in)4) / (384 x (29 x 106 psi) x 2.98 in4) = 0.41 in DEFLECTION, ~max= 0.41 in < ALLOWABLE DEFLECTION, ~anew= 0.53 in OKAY : ~~!f:eETY STORAGE INC. Project FS Series Hollister, CA 95023 Sheet 20 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I· I I DOOR LINTEL (Area= 2.06 in2, Sx-= 3.10 in3, Ix= 10.75 in4) (Dead Load} (Roof Snow Load} (Total Load} (Unbraced Length} (Uniform Load} (Bending Moment} (Bending Stress) (Allowable Bending} DL SL TL Lu w Mx fbx Fbx = 21.0 psf = 40.0 psf = 61.0 psf = 100" = ·51.0 psf x (137.25 in/ 2) x (ft/12 in}2 = 29.07 pli = 1/8 x ( WL/} = 1/8 x (29.07 pli x (100 in}2) = 36,338 in-lb = Mx / Sx = 36,338 in-lb/ 3.10 in3 / 1000 = 11.7 ksi = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi BENDING STRESS, fbx = 11.7 ksi < ALLOWABLE BENDING, Fbx = 22.8 ksi, OKAY (Allowable Deflection} ~anew = L / 240 = 100 in/ 240 = 0.42 in (Deflection} ~max = (5 X W X L 4) / 384 X E X Ix = (5 x 29.07 pli x (100 in)4) / (384 x (29 x 106 psi) x 10.75 in4} = 0.12 in DEFLECTION, Amax= 0.12 in< ALLOWABLE DEFLECTION, L\anow = 0.42 in OKAY : ~~:feETY STORAGE INC. Project ____ _:F__;S;;:_.=S=er:...:..;ie::...::s;..__ __ _ Sheet 21 of 34 · Hollister, CA 95023 I Ph: (831) 637-5955 , Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I 'I I I I I I I I I I I WALL PLATE MATERIAL -12 GAGE {Wind Load) (Span Length) (Unbraced Length) {Uniform Load) (Bending Moment) (Elastic Section Mod) (Bending Stress) {Allowable Bending) WL L Lu w Mx Sx fbx Fbx = 45.35 psf = 32. 0" {Wall Stiffener@2'-8" o.c.) = 32" -5" = 27" = 45.35 psf x 12.0" x {ft/12 in)2 = 3.78 pli (per 12" width) = 1/8 X ( WL/) = 1/8 X ( 3.78 pli X (27')2) = 345 in-lb = 1/6 X (12" X {0.1046")2) = 0.0219 in3 = Mx / Sx = { 345 in-lb/ 0.0219 in3 ) / 1000 = 15.8 ksi = 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi BENDING STRESS, fbx = 15.8 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi, OKAY : ~~!feETY STORAGE INC. Project FS Series Sheet 22 of 34 Hollister, CA 95023 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I WALL STIFFENER (Area= 1.46 in2, Sx = 0.95 in3, Ix= 1.36 in4, rx = 0.97 in) (Span Length) (Axial Load) (Wind Load) (Uniform Load) (Bending Moment) (Axial Stress) (Bending Stress) (Effective Length) L p WL w Mx fa fbx KIJrx = 91.88" = 61.0 psf x (137.25"/2) x (32") x (ft/12 in)2 = 930.25 lb = 45.35 psf = 45.35 psf x 32" x (ft/12 in)2 = 10.08 pli = 1/8 x ( WL2) = 1/8 x (10.08 pli x (91.88 in)2) = 10,637 in-lb = PIA= 930.25 lb/ 1.46 in2 = 637 psi = Mx / Sx = 10,637 in-lb/ 0.95 in3 / 1000 = 11.20 ksi = (1.0 X 91.88") I 0.97" = 94. 72 (Column Slenderness) Cc = (2n2E I Fy}112 = {(2n2 x 29,000 ksi) / (38 ksi)} 112 = 122.74 Since KIJrx = 94.72 < Cc= 122.74 (Allowable Axial) Fa (Allowable Bending) Fbx = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi (Combine Bending & Axial) (fa/ Fa) + (fbx/ Fbx) = (0.64/14.05) + (11.20/22.8) = 0.54 « 1.0 COMBINED BENDING AND AXIAL STRESS = 0.54 << 1.0 , OKAY (Allowable Deflection) Liauow = L/ 180 = 91.88 in/ 180 = 0.51 in (Deflection) Limax = (5 X W X L 4) / 384 X E X Ix = (5 x 10.08 pli x (91.88 in)4) / (384 x (29 x 106 psi) x 1.36 in4) = 0.24 in DEFLECTION, Amax= 0.24 in = ALLOWABLE DEFLECTION, Aanow = 0.51 in OKAY I ~ - I C/@SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project'----------=--F...;;;;..S_;;Sc....;:e:;..;..;ri=e.=;;...s ___ _ Sheet 23 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I .I I I I I I I I I FLOOR SUPPORT (Maximum Spacing = 32") (Area= 1.89 in2, Sx = 3.61 in3, Ix= 7.67 in4) (Dead Load) DL = 5.2 psf (Live Load) LL = 500 psf (Total Load) TL = 505.2 psf (Unbraced Length) Lu =24" (Uniform Load) w = 505.2 psf x (32") x (ft/12 in)2 = 112.3 pli (Bending Moment) Mx = 1/8 x ( WL/) = 1/8 x (112.3 pli x (24 in)2) = 8083 in-lb (Bending Stress) fbx = Mx / Sx = 8083 in-lb/ 3.61 in3 / 1000 = 2.2 ksi (Allowable Bending) Fbx = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi BENDING STRESS, fbx = 2.2 ksi < ALLOWABLE BENDING, Fbx = 22.8 ksi, OKAY (Allowable Deflection) ~allow = L / 360 = 24 in/ 360 = 0.07 in (Deflection) ~max = (5 X W X L 4) I (384 X E X Ix ) = (5 x 112.3 pli x (24 in)4) / (384 x (29 x 106 psi) x 7.67 in4) = 0.002 in DEFLECTION, b.max = 0.002 in< ALLOWABLE DEFLECTION, b.auow = 0.07 in, OKAY II ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project ____ --=F--=S:::.....=S=er=ie=s'----- I, Ph: (831) 637-5955 Fax: (831) 637-7405 Sheet 24 of 34 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I ii FLOOR PLATE -SUMP FLOOR MATERIAL-12 GAGE I I I I 'I Max Depth of Sump= 7.0" (live Load) LL (Span Length) L (Uniform Load) w (Bending Moment) Mx (Elastic Section Mod) Sx (Bending Stress) fbx (Allowable Bending) Fbx = 120 pcf x 7" x (ft/12in)3 = 0.486 psi =24" = 0.486 psi x {12.0") = 5.83 pli (per 12" width) = 1/8 x { WL/) = 1/8 x (5.83 pli x (24 in}2) = 420 in-lb = 1/6 X (12" X (0.1046"}2) = 0.0219 in3 = Mx / Sx = 420 in-lb/ 0.0219 in3 / 1000 = 19.2 ksi = 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi BENDING STRESS, fbx = 19.2 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi, OKAY : ~~:::..ETY STORAGE INC. Project'--____ F....cS_S ___ e_r_ie....cs ___ _ Hollister, CA 95023 Sheet 25 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I EXPLOSION PRESSURE The following calculations apply when explosion relief construction is incorporated in the design of the building (i.e., explosion vent panels are included in the unit). An explosion force of 100 psf is used in these calculations. Under this explosion force, the building may deform locally but will not rupture or tear allowing the release of flying material. It is possible for an actual explosion force to exceed 100 psf depending on what type of material is being stored. Explosion loads greater than 100 psf are beyond the scope of these calculations. I ·1 ® sAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project FS Series Sheet 26 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I ROOF PLATE -EXPLOSION PRESSURE MATERIAL -12 GAGE (Span Length) L =24" (Roof Purlins@24" o.c.) (Unbraced Length) Lu = 24" -3.5" = 20.5" (Purlins 3.5" tube) (Explosion Load) EL = 100 psf (Uniform Load) w = 100 psf x 12.0" x (ft/12 in)2 = 8.33 pli (per 12" width) (Bending Moment) Mx = 1/8 x ( WL/) = 1/8 x (8.33 pli x (20.5 in)2) = 438 in-lb (Elastic Section Mod) Sx = 1/6 X (12" X (.1046")2) = 0.0219 in3 (Bending Stress) fbx = Mx / Sx = 438in-lb / 0.0219 in3 / 1000 = 20.0 ksi (Allowable Bending) Fbx = 38.0 ksi BENDING STRESS, fbx = 20.0 ksi < ALLOWABLE BENDING, Fbx = 38.0 ksi, OKAY : ~~!:ETY STORAGE INC. Project'---____ F_S~S--'--e_rie ____ s'---__ _ Hollister, CA 95023 Sheet 27 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I ROOF PURLIN -EXPLOSION PRESSURE TS 3-1/2 x 3-1/2 X .120 @24" o.c. (Area= 1.58 in2, Sx = 1.70 in3, Ix= 2.98 in4) (Explosion Load) (Span Length) (Uniform Load) (Bending Mot) (Bending Stress) (Allowable Bending) . EL L w Mx fbx Fbx = 100 psf = 128" = 100 psf x 24.0" x (ft/12 in)2 = 16.7 pli = 1/8 x ( WL2) = 1/8 x (16.7 pli x (128 in)2) = 34,162 in-lb = Mx / Sx = (34,162 in-lb)/ 1.70 in3 / 1000 = 20.1 ksi = 46.0 ksi BENDING STRESS, fbx = 20.1 ksi < ALLOWABLE BENDING, Fbx = 46.0 ksi, OKAY : ~~!{:eETY STORAGE INC. Project. _____ F'--S~S-'-e_rie----'s'------ I I I I I I I I I I I I I I I I I Hollister, CA 95023 Ph: (831) 637-5955 Fax: (831) 637-7405 Sheet 28 of 34 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ DOOR LINTEL -EXPLOSION PRESSURE (Area= 2.06 in2, Sx = 3.10 in3, Ix= 10.75 in4) (Explosion Load) EL = 100 psf (Unbraced Length) Lu = 100" (Uniform Load) w = 100 psf x (137.25" / 2) x (ft/12 in)2 = 47.66 pli (Bending Moment) Mx = 1/8 X ( WLu2) = 1/8 X (47.66 pli X (100 in)2) = 59,570 in-lb (Bending Stress) fbx = Mx / Sx = 59,570 in-lb/ 3.10 in3 / 1000 = 19.2 ksi (Allowable Bending) Fbx = 38.0 ksi BENDING STRESS, fbx = 19.2 ksi < ALLOWABLE BENDING, Fbx = 38.0 ksi, OKAY : ~~!,FvaETY STORAGE INC. Project FS Series Hollister, CA 95023 I Ph: (831) 637-5955 Fax: (831) 637-7405 Sheet 29 of 34 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I WALL PLATE -EXPLOSION PRESSURE MATERIAL -12 GAGE I I I I I I I I I I I I I I (Explosion Load) (Span Length) (Unbraced Length) (Uniform Load) (Bending Moment) (Elastic Section Mod) (Bending Stress) (Allowable Bending) EL L Lu w Mx Sx fbx Fbx = 100 psf = 32" (Wall Stiffener@2'-8" o.c.) = 32" -5" = 27" (Stiffner 5" wide) = 100 psf x 12.0" x (ft/12 in)2 = 8.33 pli (per 12" width) = 1/8 x (WL/) = 1/8 x (8.33 pli x (27 in)2) = 760 in-lb (per 12" width) = 1/6 X (12" X (0.1046'')2) = 0.0219 in3 = Mx / Sx = 760 in-lb/ 0.0219 in3 / 1000 = 34.7 ksi = 38.0 ksi BENDING STRESS, fbx = 34.7 ksi < ALLOWABLE BENDING, Fbx = 38.0 ksi, OKAY : ~~!~ETY STORAGE INC .. Project, ____ __,:F__,:S:::...=S=er=ie=s=------ Hollister, CA 95023 Sheet 30 of 34 I Ph: (831) 637-5955 Fax: (831) (?37-7405 Prepared By JJ D Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I WALL STIFFENER -EXPLOSION PRESSURE (Area = 1.46 in2, Sx = 1.41 in3, x = 1.36 in4) (Span Length) L = 91.88" (Explosion Load) EL = 100 psf (Uniform Load) w = 100 psf x 32.0" x (ft/12 in)2 = 22.22 pli (Bending Moment) Mx = 1/8 x ( WL2) = 1/8 x ( 22.22 pli x (91.88 in)2) = 23,450 in-lb (Bending Stress) fbx = Mx / Sx = 23,450 in-lb / 1.41 in3 / 1000 = 16.6 ksi (Allowable Bending) Fbx = 38.0 ksi BENDING STRESS, fbx = 16.6 ksi < ALLOWABLE BENDING, Fbx = 38.0 ksi II f® sAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project. ____ _;_F..c;..S-'-S_;;_e'-'--rie:;_;:s'--__ Sheet 31 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By __ Date ____ _ I I I I I I I I I I I I I I I I APPENDIX "A" -SECTION PROPERTIES ROOF PURLIN y i-r// / / / / / (\ I/ I/ 1,, 3,50 I/ I/ X + I/ C.G. I/ V 0, 120 -- I/ '<' ', / / / / / // -3,50-- (Material Thickness) t = 0.120" (C.O.G) Xc.G. = 1.75" y C.G. = 1.75" (Steel Area) A = 1.58 in2 (Moment Inertia) Ix = 2.98 in4 ly = 2.98 in4 (Elastic Modulus) . Sx = 1.70 in3 Sv = 1.70 in3 II ® SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project'-------'-F-"'S--'S'--Ce-'-'ri-'-es;;;..__ __ _ Sheet 32 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I APPENDIX "A" -SECTION PROPERTIES (Continued) WALL STIFFENER 1.25 1.44 0.96 ----5.49 ---- 2.99 0.1046 y T ~4.25~ X 1.50 (Material Thickness) t = 12 gage= 0.1046" 2.40 _J_ 1.50 (C.O.G.) Xc.G. = 4.25" (from bottom left) Yc.G. = 1.44" (Top) y C.G. = 0.96" (Bottom) (Steel Area) A = 1.46 in2 (Moment Inertia) Ix = 1.36 in4 ly = 7.86 in4 (Radius of Gyration) rx = 0.97 in ry =2.32 in (Elastic Modulus) Sx = 0.95 in3 (Top) Sx = 1.41 in3 (Bottom) Sy = 1.85 -1 U1Y7:J I r:J.@ SAFETY s·TORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project. ____ --=--F---"'S__;Sc...c:ec..;..cri-"--'es=----- Sheet 33 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 Checked By ___ Date ____ _ I I I I I I I I I I I I I I I I f\PPENDIX "A" -SECTION PROPERTIES (Continued) FLOOR SUPPORT -2.12 ' ---6.00--- y t C.G. X I 5.75 3.63 t = ==:J .60 ___j ~ {Material Thickness) t = 12 gage= 0.1046" {C.O.G.) Xc.G. = 3.60" {from bottom left) Y c.G. = 3.63" {from bottom ·1eft) {Steel Area) A = 1.89 in2 (Moment Inertia) Ix = 7.67 in4 ly = 13.01 in4 (Elastic Modulus) Sx = 3.61 in3 (Top) Sx = 2.11 in3 (Bottom) Sy = 3.61 in3 I .LIM) I ~ SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Project FS Series Sheet 34 of 34 I Ph: (831) 637-5955 Fax: (831) 637-7405 Prepared By JJD Date 09/05/00 c~~~By ___ D~e ____ _ I I I I I I APPENDIX "A" -SECTION PROPERTIES (Continued) I -1 I I I I I I I I DOOR LINTEL y 0,25 0,75 J 0.1350 X (Material Thickness) (Material Thickness) (C.O.G.) (Steel Area) (Moment Inertia) (Elastic Modulus) C,G, 0,91 0.1046 3,69 i-.----+--1. 6 3 i-.---i--1.73 t = 10 gage= 0.1350" (channel) t = 12 gage = 0.1046" ( exterior wall) Xc.G. = 0.91 in Y C.G. = 3.47 in A = 2.06 in2 Ix = 10.75 in4 ly = 1.14 in4 Sx -= 3.10 in3 Sy = 1.26 in3 6,75 ,;-·t " .. Tt:rL1:1:; '/Al.iU::tMNt: r: 4'0 I u C.d:tl LUM~I MV'GI 1u1:., 'lo#UI ..... .., ....... -·. UNIFORM/CALIFORNIA CODES ANAL YSlS > -a ---------------------------------::P C> .I>,. I C> C> f ----------j . ----·--· -----·------··-···-··-f Code Requirements & Provisions I 1997/1998 Codes !::: • UBC/CBC 304 ~ 1. Occupancy Classification See Allacllmenl 21or hazardous ma1enals 1nvenlory information 2. Location On Proper1y 3. Occupancy Separa11ons [continued on ne>!I page] ~fuuen.fla1tan 11,~ l11L • Group H, Division 3: • Combushble Liquids II: S1orage >240 gallons, • Flammable L1qu1ds 1-B S1orage > 120 oatlons • Aggrega1e 1 o1al • Combus.11ble l1qu1ds II & Flammable Liquids l·B 770 gallons •from E~is1in9 Su ii ding: One 111 or morf! of the 1ollowmg cond1110ns. " • >/=60' from 1he exisrrng buildmg, or • <60' irom lhe e>ci&ting building and occupancy separa11on provided • f'rom Property Lln~s, Streets, Alleys., Publlc Ways: See plans & cons11uc:lion dor.umen1s provided through Smith ConsullinQ Archllecis • Location >/=BO' from :>listing Bulldlng: No1 applicable-chemical slorage building addressed as a separate building on the 1;1te. • Location <60' from histing Building -Occupanc.y Separations: • Occupancy sepa1a1ion(r.) will be provided as required by Ille Code. • The H3 Chemical Sioraae Bu1ldmo will no1 ad101n 01 he <1djar.ent 1o any A3 Oc.cupancv Areas 89B9RIG Sal\ ~go Dlhoersune 200-San Diego CA 97106 Same ai. Tr11eisl/Ac:u&hnel cond11lons location dependent on the following c.ond1!1on!i •Type of building cons11uc1ton • location of ell.lerio1 walls from proper1y Imes. • locallOn ol ei,,1erior walls f1om e-ic1s.1ing building 1con!rol Area 1] • location >/=60' horn E1!.lstlng Building: Same as 1 illel s 11Ac ushnet condilions, •Location <ilD' 1tom E~llitlng Building. Oc.cupancy SeparaOona: • 1•Hour: Belween Hl Chemical S1O1age Bmldmg and lhe ex1slmg bu1tdmg il 1he room 1s c/=150 sl , • 2-Hou, • Belween H3 Chemical S101age Bu1ldmg and Che e>.ist,ng 11le building 1f lhe mom 1s >1f>O s1 • Doors in Oceupanr::y Separalions: • 1-Hour Separation: • >/=60-m1n111e ra1ed assemblies • Gla1mg l1m11ed lo <{= 10D squa1e inch er., w11h a minimum d1mens1on of 4 me.her.. ~ 2,Hour Separation: • 1.!>-houi 1ated ar.semblres · • Glazing llm11ed to</= 100 &qua re me her., w1lll c:1 mImmum dimension ol 4 inches • Closl11g: Self or automatic clos1og. • UBCtCBC 311 • UBC,CBC Tablt-5 3-0 & 3-E .,, • UFCICfC 7902 1 8.1 3 ~ • UFCICFC Table 790:? \,A ;t • UFCICFC Table 7902 !l·A ~ • UF C/Cf C 7903 2 ~ • UFC/CFC lable 7903 2-B ~ • UFCfCFC 8001 a 2 = t UfCICfC 8001 15 ;!! • UFC/CfC latiles ll001 t!>,/1 g & B :::u + UBC/C BC 3D7 1 4 • UBCJCBC 307.211 • UBC/CBC !l03 4 !:I •USC/CBC.Table 5-A t USC/CBC 302 • UC3CICBC 307 1 4 • UBCICBC 1abte J,B • UBC/CBC 708 • UBC/CBC 709 tUOC/CBC 7\0 • UBC/CBC 7\3 • UBC/CBC 714 t UFC/CFC 79il2 511 • UFCICF C 7903 2 3 ~ :::u ffi -f = IC=-> + ..... ... c::> CD c::> .I>,. ... U1 C> ..... -f I CD <&> --0 C> ..... :::::::- P1et1m1nary lectimc.al ~epor1. Hal'ardous Ma1e11als .& S101age Ope1a11or T' Code Requ11emen1s & P,ov1s10ns. -916199 · Page 63 ol f ;i I w "' J j 'I & --• ! -·-.-.. ---------<, • HAZARDOUS MAlERlALS and OCCUPANCY CLASSIFICATION ANALYSIS USC TABLE 3,DJUFC TABLE BDD1.15,A SUMMARY· PHVSICAL flAZARD MATERIALS Tlllelsl , 2819 East loker A\Jenue, Carlsbad CA· Chemical S1or.age Bulldlng STORAGE: Solids llquld Gas Material Lm Gina er - Combusllble Liquids II bf>0.0000 use CLOSED Solld Llqulci Lbs Gins Gas Cf Solld 1.bs US£ OPEN Liquid Glnt --·-·-·----··-··-----···--.... -----·· ----··-------. --------·--------flammable liquid& 1-B 220.0000 . --· -·-·------------------------------------··------------------ 1997 CODES: CHEMICAL STORAGE BUILDING IS CLASSIFIF:O AS H3 OCCUPANCY BASEO ON lHE STORAGE OF PHVSICAl HAZARD MAlERIALS. Bulldlng is proteclecl 1 h,ou,gho ul by .an autamallc fire sprinkler &)'stem. ; SUMMARY • HAZARDOUS MATfRlALSJOCCUPANCY CLASSlFICATION ANALYSIS • ERIKSEN-RATTAN A~SOCIAT£S INC.~ 9/SN39 • PAGE 1 Gu Cl -T f l t .. • i .. / ,-:,,. , -a ::0 I c::, .. I c::, c::, I'> CD > 3:: "Tl ~ 3f= .-C) :::,,;: m ::0 I'> :z C, "Tl .-C> C> ::0 ~ ::0 ::,,;: m -I :z ~ + -en C> CD C> .. en en C> - -I I en ..., -a C> ..., ~ "Tl ..!. -CD / •\ ffAZAffD0US MATERIALS and OCCUPANCY CLASSIFICA110N ANAL vs IS UBC TABLE 3·0/UFC TABLE BOOU&-A SUMMARY• PHYSICAL ffA'ZARD MAlERIALS Tllh,lsl. 2819 .East Loker Avenue, Cal1sbad CA· CfHlmlc.al Storage Bulld!ng ltombustibta Liquids II I I Storage I f Unltsl I TOlAt C0mbuslib!1t.ligulds II IUOUIOSJ !,!',00000 Gina AGGREGAif..TOTA(. _CPmbJJ.f!.11bl~_llgulds II lllOUIDS]. ~f>Q_ODOO GALLOijS UC I J Units I I uo 0.0000 Gins 00000 I !Unll!J Gins. > -a ;p c::, -';" c::, c::, -CD > 3::: "Tl LIQUIDS HAYING fiRE P01N1S • 19'91 UBC1AIIU 3-D#UFC TAeLI: 7102,fi-A Ellf.MPT AMOUNl8 f>Eff t'ONTffOL ARl:A: STORAGE & USE CLOSED. ff-3 OCCUPANCY REQUIRED ONl V rOR >EXEMPT AMOUms. -·-·----·-·-··---------···-------··---· ---· ' llSE O?EN& PRESSURIZED SYSTEfllS >15 PSIG , +1,1 OCCiJPANCV fUi!QUlffED ONL'I' fOR ~HEMPT AMOUNTS. 5TORAGEJAGGfl£GA16 l:XE.MPT AMOUNT· NO CABINETS: 140GAUONS STORAGEIAGGREGAlE EXEMPT AMOUNT• WllH CABINET&' 460GAUONS US£ ClOSf:D EXEMPT AMOUNT: 2-'IOGAUONS US£ OPEN EXEMPT AMOUNT &OGAUONS LIQUIDS WITHOUT f'IRE POINTS -1n1 UBC TAtllE 30DIUF'C 'TABLE 79D:i 5-A, 79011.1/E'IIC('pllon 8 £>CEMPT AMOUNTS PER CONTROL ARE.A STORAGE. UNLIMITED USE CLOSED EJC£MPT AMDUITT,· 240GALlONS USE OP£ff1:J<EMPT AMOUNT: 60 GALlONS ME'DJCINES, FOOD, COSMETICS, ETC.· 1997 Ul'C 7101.1,11!:XCEflTION S: cp 5~% WAUR MISCIBLti F.LAMMABIJ:ICOMBUSTIBU! LIQUIDS & CONTAINERS <1-4 llrefta: UNLIMITT.O GROUP M OCCUPANCY• MA,IIMU.M QUANTnlE'S PE~ CONTflOl. AllEA • 1891' UFC TABLE T&OU-B • COMBINATION 1-8, l,C, II, Iii.A: CElllNGS d=t&'HIGH· <1=5'SHElf STORAGE,~ 6'01ffERSTORAGE 7,5D0 GAHONS SPECIAL SPRl~KLl:R S)'STEM PROlECllOff 16,01>0 GAllONS jFlammabls Uqulds 1-8 . ' I Storage I !Unlla! 101At Flammable Ugu1ds 1-B 1uau1osJ 220.0000 Gins AGGREGATe._TOTAt Flammable Ugulds l-S ILIQUJDS) 220,0000 GALLONS I UC I junltal I uo 0.0000 Gins 0.0000 t 1un1tsj Gins .--0 ~ ::0 -:z 'CJ "Tl .--0 0 ::0 ~ ::0 :::,,;: m -I :z: .., ==========================================================+ LIQUIDS HAVING FIRE fJ01M1S, 1991' UBC 1ABL£ 3-0IUFC TABLI: 79DU-a EXEtt!PT AMOUNTSl2ER CONTROL ARE-Al i 5TORAGE & use CLOSl:O • H·3 OCCUPANCY RE.QUIIW> ONLY FOR .>Ell£MPT AMOUHTS. ~ use OP.EN.& PRESSURIZED SYST!!MS >16 PSl8 • +t-2 OCCUPANCV fl£QUIRED ONL "t f'OR ~EKE'MF'T AMOUNTS. g; STOAAGEIAGGR£GAl£ EXEMPT AMOUNT· NO CABINETS 120GAUONS g STOAAGEIAGGREGAl£ EXEMPT AMOUNT· WITH CABINETS 240GAUONS -i US£ ClOSED EX£MP1 AMOUNT: 120 GAllONS US£ O?EN EXEMPT AMOUl{I, SO GAU.ONS LIOUIDS WllHOUT RRE f'OIN'TS. \11117 U.BC 'TABLE S0DIUFC 'TABLE 7802 5-A, 79011.1/Em!pllon 8 .EICEMPT AMOUNTS PER CONlflOl AREA STORAGE . UNtlMITE D USE Cl0S£DU<£MPT AMOUlfT· 1,0 GAtlOHS USE OP£N1:X€MPT AMOUNT 30 GAllONS MEDIC IN£S, f'O 00, COSME TIC 5, ElC • 1997 UFC 7901.1 fEXCf PTiotU: 'I" 50% WAlfR MISCIBLE fl.AMMi\SLElCDMBUSTIBLE LIQUIDS a CDNlAlNERS <Ja<I LITERS: UNLIMITED GROUP M OCCUPANCY• MAXIMUM QUANTITIESPEfl CONlAOl A'Rf.A • UFC TABL1 7SD2.6-8 • COMBINAllON 1-B, 1-C, II, 111-Al CE.ll!NGS <t,,18' tilGH · c.!=6' StlElf STORAGE, <l=-4 &' OTHER STORAGE 7,600 GALLONS SfJECIAl SPRINKLER S'iSTEM f'ROTECllON U:1,000 GALLONS Bulldlng Is protecl~d Uuougltoul b)' an automallc fire sprlnk~r syatem, SUMMAR\'. HAZARDOUSMA1£RIALSIOCCUPANCY CLASSIFICATlONANAtYSIS-E:RIKSEN-RATTANASS0CIATES INC.· 915/99· PAGE 2 i i -I I CD Ca> -a c::, ~ ~ - "Tl I -i <D -r i i • • j '• HAZARDOUS MAlERIALS and OCCUPAt4CY CLASSIFICATION ANAt. VSIS UBC TABLE 3,1:fUFC TABLE SOD1.15·B SUMMARY· HEAL ltf ffAlARD MATERIAtS Tillelsl, 2819 Easl Loker Avenue, Carlsbad CA· Cltemlcal Stora.gs Bulldln9 Malertal Solld& Lbs STORAGE Liquid Gina lrtltan\8 770 ODDD Gas Cl Solid Lbs USE'CLOBED Liquid Gins Gas Cf Solid Lbs USEOPE.N Liquid Gins Gaa Cf --·· __ .,_ .. ·----·-------·-------------------·------· ----·· -·---------·-------·-- Otner Heatth Hazards 330,0000 -·--·--··-·-· ........ -··--. ·-. -·--·-------·---------....... ______ , ____ .......... ___ -. - 19S7 CODES: CHE-MlCAL STORAGE BUILDING NEED NOT BE CLASSIFIED AS ff OCCUPANCY BASE'D ON THE: STORAGE' Or fiEAt. lH HAZARD MATERIALS. Bulldlng Is pro1ecled 1hrouahout by an automatic Ure sprinltte,r syatem. SUMMARY• HAZARDOUS MAlSRIALSJOCCUPANCV CLASSIFICAlJON ANALYSIS-ERIKSEN-RATTAN ASSOCIAlES INC., 915199 • PAGE 3 > -a :::u I C> -t C> C> .,., CZ> ~ "T1 ::0 C> 3j= ,- C> ~ ::0 .,., :z c:, "T1 ,- C> C> ::0 ~ :::u :;,,;: m --1 :z c:;') + ..... O> C> CZ> C> .I',, O> UI C> ..... --1 I en ... -a c:, c.n :::::: "T1 I ..... CD --____________ ......... __ _ HA2ARCOUS MAlERIALS and OCCUPANCY C1ASSIFICA110N ANALYSIS UBC TABLE 3-EfUFC lABl.E 8001.15-S SUMMARY· HEALTH HAZARD MA1£RIALS Tttlslsf. 2S19 East Lolr.tr Avenue, ca,l&bad CA. Chem I cal Stoiage Bulldlng {1mta11Ls lOTAl lnltants IL10UIDS) AGGREGAlE TOTAL llrilen1s ILIOUIDS) CONSUME ft PfiODUClS, 1911' uac 1A9LE 3-EJUFC 1Aat..E !OD1.15-B: 1997 tJBC' 1ABLE 3-E/UFC 1ABlE 80011~-B EXEMPT AMOUt4lS: STORAGE/AGGR£GA1f nEMPT AMOUNT· USE ClOSEO U,i:MPT AMOUNT USE OPEN EXEMPT AMOUNT: J01harHHllh Hazards TOTAL Olhe1 Heallh tfazard1 [U0UI0S) AGGREGAlE TOTAl Olher Heellh Haza1ds !LIOUIDSl. CONSUMl:R PRODOOl S • 1917 uac TABU: 3-t:WFC 1 ABU: 80D-t. 15-B: 1997 UBC TABLE S-E.lt.lFC lABlE &0D11&-8 E.XlMPT AMOUNTS, STORAGE/AGGREGATE £><£MPT AMOUNT: US£ CLOSE OEXEMPT AMOUNT: US: O?.EN EJ<EMPT AMOUNT Bulldlng Is prol.ec1ed 1hroughou1 by .an automaUo fire 1prlnkler sy,tem. UNLIMITED UNLIMITED UNLIMITED I stor,ge ) I Untt& I 770.000D Gins 770.0000 GALLONS UNUMITED • WllH SP.ECIAr. COl'fl'ROLS UNLIMITl:D UNLIMITED UNLIMITED I Storqe I f Units) 330 ODDO Glni 330.0000 GALLONS UNLIMIT£D • WITH SPECIAL COtfTROlS ~ jt1nll6! 0.0000 Gin& ~ jun1a.j 00000 Gln1 SUMMARY. HAZARDOUS MATERIAI.S/OCCUPANOY CLASSIFICATION ANAt YSIS • ERIKSEN-RATTAN ASSOCIAlES INC • 9'6'99 • PAGE 4 ~ junlttl 0,0000 Gins uo I !UAital 00000 Gina ~ i ; ! , > -a ::0 I c::, t" c::, c::, ..... co ~ ..... ' ,- C> ::><: m ::0 .... = c:, ..... ,-C> C> ::0 ~ ::0 ~ -f = .., + ..... a, c::, CD C> .p. a, U1 c::, ..... -f I a, C&> _, c::, a, :::::- ..... I ..... co _______ ....,.. ____ _ 09-06·9& Piig&1 TJUelst -2819 East Loker Avenue, Carlsbad CA • .Chemlcal Storage Building: Ha:rardous Malerlals invento,y Hem CAS# Sla18 Con_c%. Ma~rta! ·. (-I;,:· -:· _.-_. _ :·:,-·.: _ .·_.:_._;~-~~~~~f:5-~: ... _ < ~;~<t~~:;~.~~~-:us~ci~etf~n_l~.\~~ . 4n1ts_ ·, ~--~ >1!Pll Lo.catA~n 67-&4-1 l 100 AcelOne[i.PrcpanonallAutolgnlUon 869of;f?: FL 18,IR 220.0000 Gin& 00000 GlM 0.0000 Gris N N Chem'oolStorage Oo-4ofF: BP: 56ABoCl133ofj(LEL: U%; UE.t: Bulldilg 1' 3%J(HR: H1 F3J ·-··----·-----.. -··-·---- 2 6447!>-66-0 L 1 DO Muiera'I Spllil9 IA® lgnl1l1m:-4730'F: rp. 100ADf' i W, IR. OHH BP. 29B~oFJIHR H2F2J ....... _ ------··· .. ----- 3 8052-41-3 t ·--·--·-.. -----· 4 001101-00-D L 100 Sioddard &went jA!phaUcPmireumf1bel] CL2, IR lMileral Spldl&Jllecl}'l 84 SJ (V-1444 Noode.\ Dlapecsan!J (W81ertess LotJon stln CmlnlGfl IF P: t04-136oF: BP. 315ofJIHR: H2 F2i · 100 WD-40 (Uqu~ IA,llpbaU~Petol:!umDis1JllateJSBS~-C!.?, IR. OHH -41,3, PelroleumBasa OIW647-42-65.0}IBP, 30DoF;fP: 1100fJ(HR, H2F2] m.0000 Gins 2~.0000 Glm 110.0000 G!ns --·-·-----·. . .. -... ------. ------·- O.ODDO Gins 00000 Gins N N Chemical S1ora9e BuDdm~ ---------·-··----·-- 00000 Gln~ 0.0000 Gins N N Chemical Sto,. B111hhng 0.01100 Gins 0.0000 Glns fil N Chemical S1oraJe B1.11ldlng ------·-·-··------------------------------------------------------------- Bull ding Is protected throughoul fly an autcmaNc 'fire sprinkler system. > -0 ::0 I c:::, "":'" c:::, c:::, .... CD > :i::::: "T1 ::0 0 3f= r-0 :;,,;: m ::,0 .... :z: c:, "T1 r-e> C> ::,0 ~ ::,0 :;,,;: m -t :z I:") + ..... en c:::, c,o c:::, ~ en UI c:::, ..... -t I en <a> -0 c:, ...., ~ "T1 ..!. ,...., CD _;..,.. __________ , > 09-oe-sa Page 1 ~ Tftlelst • 2819 East Loker Avenue-, Carlsbad CA· Chemical Storage Building: Combustible Ltqulds UIUQUIDS c:, .i,,.. I c:::, c:, Hem CAS# t 001101-00 0 State Cone% Matel'lal Hazard ClaH l 100 WD--40 jL rquldJ IAhphal1c Pe1R>'le1.1m D1sllllateJB052· W, IR, OHlf 41-3, Petroleum Base Oll/64742-66-0l JSP: 3DDoF; FP· f10of'JIHR.H:i>F2] Ston111e Unll9 Use-Cfosed Units Use,Open Unit& Caba >16Pal Laca\lon 110.Gm G.-is 0.0000 Gi1u 00000 Glns N N Chenr.al Storage eulldcng N ca i: -----. ·--------·-----·-----------·------·-·-· ---· ~-·-·---·-"Tl 2 8052~1-3 3 ~4475-85-0 L 10D Stoddard Sofven1 (Allphal:I:: Pelrole11111 Ellw1) fMloeraJ SpllftJJff ecfyf 846) 1\1-1444 Nut>dex D1spersat\!J jWe!er1ess lotion Sioo Cfean1e1J jFP: t04-136Df~ BP. 31[iofjjHR, H2f2] CL2,lR 22il.OOOD Gins O.O00D Gin!. O.ODDD G.-is N N Chamul Storage Buirl1g ' .-C> :::,,;: m ;:o --------··· ·---··---·------·-··---··------·---·--· -----.... "" l 100 Mloora1Spilll91Au»lgnlfo:Jn;473of': FP: 1O0,'1of'; W, IR, OHH 220 0000 Gins O 0000 Gi111 0 0000 Gh,s N til Chernlcal Sfl)1a,ge ~ BP: 2:9S.-4or) fHR: H2f2] Bulldnig ~ ·----· -··---g TOTAL• Combu1llbl1 Liquid& r111.1QUIDS 65t:l,ODDD Gina 0.0000 Glnl O.GOOO Glm ::o AGGREGATE TOTAL. Cambu11U>kt Uquldl HIUQUIDS &SO.ODDO Gina ~ -ii' t ii • • : · . ,. , Bulldlng I& ;noleeled 1hroua houl by an aulomaffc fire &ptlnklar av,tem, l ' . • ;:o :::,,;: m -i = I:") + ....... en c:, a, c:, .i,,.. en UI c:::, ...,. --i I en ... ..., c::, a, ~ - "Tl I ...,. CD __ ._. ..... ___..____ ___ ......... __ 09.08-99 Page2 Tltlelst -2B19 £es1 loker Avenue, Carlsbad CA• Chemlce1 Storage Sulldlng: flammable Liquids 1-BILIQUIDS Item CAS# Slate Cone% Material HuardClas1 4 67-E,4•1 l 10D Aoelone (2.Propan0119]1~~bn· 868of; FP: Fl1B, lR Oo-4orF: BP. 56,4BoClt33oF J Ill: l. 16%; UEL: 12.6%JlHR: H1F3] TO'TAL · Flammable Uquld11-BILIQUIDS AGGRl:GATE TOTAL• Flammable Uquld& 1-B,LIQUIDS Bullcimg is pro!('Cted throughout by an automa11c fire 9prln1<,er &ys•em. Storage UnU.s Uae.Cloaed Units Un.OJM!n Units C11b11 >16Pal locaU0n 1200DDD Glns 220.0000 Gina 220.QD00 Gina 0.0000 Glrrs 0,0000 GIM 0.0000 Gins O.ODOD Gins N H ctienooal 61orage BuUdu~ > -.:, ;p c::> -t c::> c::> N CD ~ "Tl ::0 ~ r-C) ~ ::0 ,... :z C, "Tl r-C) C) ::0 ~ ::a ~ -I :z C") + _, en c::> CD c::> .p,. en UI c::> _, -I I en ... -.:, c::> CD ::::::- "Tl I _, CD , , -----------.....-----~·· w 09·OS·99 Page3 Tltlels1 • 2819 Eaal Loker Avenuej Carlsbad CA • Chemic.al Storage Sulldlng: lrrltantsfLIQUIDS > '"U -p c::, -i;- C> C> Item CAS# Sfale Con,% Malerlal Haz.ardCIHI Storage Units U&e·CIDBBd Unit& Ute-Open Unlltl Cab1 >,5Psl 1.ocellon 5 001101-DO-O l 103 WD-40 fL lquldJr~tc Pe1Joleml Ols!Ma(QISD52· Cl?, IR, OHH ~ t-3, Petro!e!IJn .Base Olll647-42-ii5-0JIBP, 300oF, rP.110ofUHR: H.?f2] 6 8052-41-3 l 100 Stoddard Sol~enlfAhphelk: Pelromimfthm] CL2, IR !Mineral Splnls] fleotyl 84tiJ (V, 1444 Noo!Jex 7 64475-BMl l a 67-64,1 L Dlsperaanij fWaterles$ Lo"on Ski1 Cleanr.eij IF P: 104,136of: BP: 316oFJ [ttR·H2f2] ·--------- 100 t.111,eralSplnl.\ IAulD·lmnlfklill:-413of', FP 100AoF; Ci?, IR.. OHH BP: 29B.-4ofJfHR: H2 F'2J --------------- 100 Aoetorte 12~,oparione)IAu~nb B69oF: FP. fl1B, IR ~oFF; BJ>: !'>5.4BoCl133oFJ ll.El·,2.6%; UEL 1100000 Gins '20,0000 Gin& 220.000D G1M 220 0000 Gkls 0.0000 Gw. 0.0000 Glos 0.0000 Gins O.ODDD Gins 0 0000 Gins t4 00000 Glrn N 0 DODD Gins ff N Cnemlcal SIOJ11!1e B1.111:!iag ... C> > ;i::: --· -·--------·-,.. N Cbemlcal Slmage ~ M:lin11 :C N Chemh:al S!oraga Budding C) :;:,,;: m :::0 "' :z c:, .,, r- • ·--·--· ---------···-··--· -• C) O.ODBD Gins N N Chemir.al 8101898 fMdu-a C) ::u 12.~%llHR HH3J ;;,:;=.;:;.;::.::.:...,_:,::_;_.=...;;.:..==-:::=======.:=======~=:..:.:.:=::.::..;========:.:..:.:.:.====.;::.;..:....:...;.::=:=====:.:::;:.....:.....:..=.==~~ en i~0T~~-:;;r1U:~1s~J..1QUIDS -· ----770.0DDO Gina o~~~D Gin• ----o:~~~~-Gin& ·--··· -I ~ AGGREGATE 1O1At • frtltantsll.lQUI0S 710.0DDO Gln1 ir !: j Bull ding ls protecled tt11oughoul by an aulomallc 11te sprinkler syalem. I ' :;:,,;: m -i :z: ,<;> + .... a, c::, a, c::, .i,,.. a, c.n c::, .... -i I a, ... -0 C> ~ - .,, .!. '""' CD I ·---,_ -----.... r· -,, 09,DS,9& Page4 lHlels1. 2819 East lotl.er A11enue1 Ca,lsbad CA -Chemical Storage Sulldlng: Other Heal1h fiaz.ardsJl..lQUIDS Item CASI¥ 9 001101-00-0 Sta1a Con~% Materlal ffaztmt Clas& Stora~ Unlt& Use.Closed Units Usa,Open Units C1br. >1&Pal Lor.111lon I. 100 WD-40 fuq1i1~)1All)llalicPelroleum D1s11Halel805~-C!.2, I~ OHff 4 t-3, Petroleum Sm Oll/84742-6~J JaP. 300of; FP.110oFHHA.H2f2] 110 0000 Gins ------------------- 00000 Gln1 0.0000 G!ns N N Chem'ical Stoege Bllil~I~ -------. -·· --···----··-·· > -a :::u I c::, .,.. I c::, c:> ... C> > :i::: "Tl 100 MineralSplrltsjAlltolgnlllo11 4730f';FP: 1D0.4of; Cl.2,IR,OHH 120.0000 GlBi 0.0000 Gin& O.000D Gin1 N N Chemical storage. ~ B?, 29!.4ofl ftlR fi2 F 2J Buil::IR'!g 3F 10 64475.S~-0 l ,- --·· ---· • • C> lOTAL· DttttrHeallt1 Hu.ardtlLIQUIDS 330,0000 Gln1 o.ooao Gin• O.G000 Olna ::,,,;: m :::u ..... :z: j AGGR£GA1E TOTAL • Other Health Hazarda(UQUlDS 330.0000 Gm1 I ; Building la protected 1hrcughaul b)I an airtom11Ht fire 1prlnklar system. C) C) :::u ~ :::u :;,,;: m -f :z: ,., + ..... en C> CD c::, .,.. en UI C> -.f -t I en ... -0 ~ "TI I -.f CD ~ . .... . -.ti® i ' I " ' . . -. " . ._ . --..... ..... ·.-~ -. --., .. -.. . -, -~~ ---~ .. ---. . ~ . . .... ... ...._ , ~"' ,., .. ~ San Diego Arna Office 9835 CARROLL CENTER ROAD, SUITE 103 SAN DlEGO, CA 92126 ---· -·--(619) 695-9551 FAX (619) 695-C361 Independent Testing & Engineering Services for Electrical Power Systems EQUIPMENT LABELING REPORT AT CHROMIUM GRAPHICS, INC. 2819 LOKER AVENUE EAST CARLSBAD, CA 92008 FOR CHROMIUM GRAPHICS, INC. 2819 LOKER AVENUE EAST CARLSBAD, CA 92008 EQUIPMENT -· PRINTING EQLJIPMENT- INSPECTION AUTHORITY MR. PAT KELLY SENIOR BUILDING INSPECTOR CITY OF CARLSBAD, BUILDING INSPECTION DEPARTMENT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 ETI REFERENCE NO. 227-3643 December 26, 1997 APPROVAL: _______ _ DATE: __________ _ f. .. San Diego Area Office 9835 CARROLL CENTER ROAD, SUITE 103 SAN DIEGO, CA 92126 (619) 695-9551 FAX (619) 695-0861 . Independent Testing & Engineering Services for Electrical Power Systems EQUIPMENT LABELING REPORT AT CHROMIUM GRAPHICS, INC. 2819 LOKER AVENUE EAST CARLSBAD, CA 92008 FOR CHROMIUM GRAPHICS, INC. 2819 LOKER AVENUE EAST CARLSBAD, CA 92008 EQUIPMENT PRINTING EQUIPMENT INSPECTION AUTHORITY MR. PAT KELLY SENIOR BUILDING INSPECTOR CITY OF CARLSBAD, BUILDING INSPECTION DEPARTMENT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 ETI REFERENCE NO. 227-3643 PREPARED BY:i:2-zr'? J A,.____, December 26, 1997 TABLE OF CONTENTS 1.0 PURPOSE 2.0 SUMMARY 3.0 GENERAL CONDITIONS OF ACCEPTANCE 4.0 REFERENCED ELECTRICAL STANDARDS 5.0 EQUIPMENT INSPECTED 6.0 INSPECTION AND FIELD TESTING PROCEDURES o Component Inspection o Visual Inspection o Grounding o Guarding of Live Parts o Field Testing 7.0 EQUIPMENT EVALUATION 0 0 ·-0 System Description Overcurrent Protection Wiring 0 Installation & Equipment Discrepancies 8.0 TEST EQUIPMENT APPENDIX A EQUIPMENT LIST B. REFERENCES o UL-508, TEMPERATURE RISE TABLE 40.1 o NFPA-79 REFERENCES C. TEST DATA SHEETS 1 __ ._7'1 __ _ 1.0 2.0 PURPOSE The· purpose of-these inspections and tests is to provide--assurance that custom or non-certified equipment meets the requirements of the appropriate codes, safety orders and industry standards. These tests are normally required by local building inspection agencies when equipment has not been certified by a nationally recognized, independent, testing agency. These inspections address only the electrical system on the subject equipment. SUMMARY This project was initiated at the request of Mr. Del West of Chromium Graphics, Inc. Inspection of the equipment was performed between 6/16/97 and 12/12/97 by Mr. Don Weber of Electro-Test, Inc. Some electrical discrepancies were observed as described in Section 7.0 for each piece of equipment. All discrepancies were corrected. Field measurements were taken by ETI as detailed in Section 6. 0. These measurements were within manufacturer's specifications. We consider this equipment to be in compliance with electrical codes and standards listed in Section 4.0, pursuant to the conditions of acceptance described in Section 3.0. An ETI equipment label will be affixed to the equipment when this final report is approved. Note that final approval is under __ the.jurisdiction of the City of San Diego. _ _ _____ _ 3.0 GENERAL CONDITIONS OF ACCEPTANCE 3.1 In the event of modifications resulting in a change in the materials, manufacturing methods, loading or environment that would affect the use of t~e accepted product under the provisions of the noted electrical standards, this acceptance will be considered automatically canceled. The applicant will be required to request re-examination of this product to determine acceptability. 3.2 ETl's acceptance of the equipment referenced in Section 5.0 does not assume or discharge the responsibility of the equipment manufacturer, installer or other relevant parties. 3.3 Equipment evaluation is based upon adherence to sound engineering practices and upon compliance with the specific sections quoted from the electrical standards referenced in Section 4.0 of this report. ETI Reference No. 227 -3643 Page 1 '-· -. .,. ' 3.4 This acceptance applies to the electrical circuits and components only, as referenced in this report. Unless noted otherwise, it specifically excludes · -examinatioA·fer-suitability-of tise· for-equipment involving-toxic or corrosive · gases, steam and locations defined as hazardous by the National Electrical Code. 4.0 REFERENCED ELECTRICAL STANDARDS 4.1 ANSI/NFPA-70, 1993, National Electrical Code 4.2 ANSI/NFPA-79, 1994, Electrical Standard for Industrial Machinery 4.3 UL-508, 1997, Industrial Control Equipment 4.4 UL-SOSA, 1993, Outline Investigation for Industrial Control Panels 5.0 EQUIPMENT INSPECTED Refer to the equipment list in Appendix A 6.0 INSPECTION AND FIELD TESTING PROCEDURES 6 . .:1 Component Inspection. . . --· _ .. The following major power components were verified to be listed by a Nationally Recognized Test Laboratory (NRTL) or were evaluated to a NRTL Standard (see Section 7.0): 0 Circuit breakers 0 Receptacles 0 Fuses 0 Indicating lights 0 Fuse blocks 0 Cables 0 Terminal blocks 0 Disconnect 0 Switches switches 0 Pushbuttons 0 Control power 0 Relays transformers 0 Wiring 0 Industrial control 0 Motors panels 0 Motor overload 0 Industrial control units enclosures 0 Motor contactors ETI Reference No. 227 -3643 Page2 · ff.2 · Visual lhspectTon · -· · --· -·· -· · ·· The equipment was visually inspected with particular attention to the following areas: o Use of "approved" components o Properly sized overcurrent protection o Wiring ampacity o Grounding o NEC wiring methods o Guarding of live parts o Damaged components o General engineering practices 6.3 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded. Ref. NEC Article 250. 6.4 Guarding of Live Parts All internal components are enclosed in a grounded, screw closed, metal enclosure, and are effectively guarded per NEC Article 110-17. . .. --- 6.5 Field Testing 6.5.1 Current and Voltage Measurements The input currents and voltages were measured to verify that the equipment is operating within its ratings under full load normal operating conditions. Results of these tests are identified in Appendix C. 6.5.2 Temperature Rise Test Under conditions of normal full load operation, temperature rise testing was performed on the enclosure surfaces and the interior components to verify that their temperature rise was within the maximum temperature rise noted in UL-508, Table 40.1. Results of these tests are identified in Appendix C. ETI Reference No. 227-3643 Page3 ~ -~ --·--·- e·.s.3-Insulation ResistanceTesc-·-------· ---- The power conductors on the load side of the equipment mounted service disconnect were tested for insulation resistance by applying 500 for equipment rated 300 volts or less and 1000 VDC line to ground for equipment rated over 300 volts, 60 seconds. The motors and their supply conductors were tested for insulation resistance by applying 500 voe to ground for equipment rated 300 volts or less and 1000 VDC line to ground for equipment rated over 300 volts for 60 seconds on the load side of the motor controller. Results of these tests are identified in Appendix C. 6.5.4 Leakage Current Test Leakage current testing was performed on cord connected equipment to verify that the total equipment ground current is less than 0.5 milliamps. This value is identified in UL Standards covering cord connected equipment. Results of these tests are identified in Appendix C. 6.5.5 Safety and Interlock Circuitry Where applicable, the Emergency Machine Off (EMO) and safety interlock circuits installed on the equipment were tested for proper operation. 7.0 EQUIPMENT EVALUATION General Discrepancies (GD). The following discrepancies applied to most of the equipment. They are identified here to keep the report down to a manageable size. Following these general discrepancies, each piece of equipment is identified and evaluated with reference to these discrepancies and discrepancies unique to the equipment. A Inadequate bonding. NEC Article 250-75 requires bonding of electrical equipment to assure electrical continuity and the ability to conduct safely any fault current likely to be imposed. The enclosure doors and control enclosure covers on several units are not effectively bonded to _the equipment ground. The ETI Reference No. 227-3643 Page4 hinges cannot be relied upon, with time, to conduct safely any fault current likely to be imposed on them. · -·----· - Correction: Bonding jumpers were added between the doors and the equipment ground. The bonding point on the door is independent of any components on the door and the paint was removed from under the bonding termination. 8. Incorrect termination of grounding conductors. NFPA-79, paragraph 19.6.6 requires continuity of the grounding circuit when a component is removed. Some of the equipment contained too many grounding conductors under one termination. Correction: A grounding terminal strip or bus bar was added so that each grounding conductor has its own termination. C. Drawings did not match the equipment. NAPA-79, Section 4.2, requires electrical drawings to match the equipment. Some of the equipment contain components that were not shown on the drawings, the drawings for some of the equipment showed components not installed on the equipment and component designations on the drawing did not match what is in the equipment or was not shown on the drawings or in the equipment. Correction: Drawings were provided that showed all of the components in their proper circuit location. Components were identified with the same designations as shown on the drawings. To reduce the size of this report, drawings and photographs will not be included but are on file in the ETI permanent file for this job. D. Incomplete equipment nameplate. NEC Article 670-3 and NFPA-79, Section 4.7, identifies the information required on equipment nameplates. This information is to include the manufacturer's name, model number, serial number, the rated input voltage, full load current, phase, frequency, short circuit rating of the equipment mounted main disconnect means (if provided) and the electrical drawing number which show the input power terminations. Some of the equipment was missing a nameplate with the required information or some of the information was missing. ETI Reference No. 227 -3643 Page 5 . 1 --l_ ------- E. Correction: Nameplates were added where there were none and missing - · -·information·was·adtled-to·tne existrrig riamep·Iates.---------· -· -·-----·------·- Disconnect power sign required. NEC Article 110-17(c) requires warning signs on entrances to guarded locations. This equipment did not have the required sign. Correction: The following sign was added to the front of each enclosure or cover accessing energized components where there was no sign: "WARNING, Risk of Electrical Shock, Disconnect Power Before Servicing". F. Fuse replacement sign required. UL-SOSA, paragraphs 13.3 and 20.2, require a fuse replacement sign adjacent to any fuses or fuse blocks. Most of the equipment with internal fuses did not contain the required sign. Correction: The following sign was added adjacent to any fuses inside the equipment. "CAUTION, For continued protection against risk of fire or injury, replacement fuses are to be of the same size, type and rating". G. Inadequate transformer protection. H. NEC Article 450-3(b)(1 )and (2) identifies the requirements for the primary or primary and secondary protection of transformers. Some of the control transformers in the equipment contained only secondary protection, which is not adequate, or the existing protection was too large. Correction: Correctly sized protection was added to the transformer circuits as required. EMO Buttons with wrong background color. NFPA-79, Section 13.2.3 requires EMO buttons to have a yellow background. Equipment with EMO buttons did not have the correct background color. Correction: Yellow backgrounds were added as applicable. ETI Reference No. 227 -3643 Page6 -~'----~-----~-~-------·--• ---··-------·--------~------· '_. ---------· . ____ ,,..;;:--.--:H·-------·----·-----·~ ... ------a------. ·--, - . --· ·-----------~--------------- NEC Articles 110-17(b) and 300-4 require conductors to be protected from physical damage. The conductors on some of the equipment, between the enclosure and the enclosure door did not have the proper physical protection where they pass from the enclosure to the door. Correction: These conductors were provided with additional protection to prevent physical damage. J. Supply conductors not properly terminated. NFPA-79, paragraph 7.6 requires incoming supply conductors to be terminated at the disconnecting means with no connection to terminal blocks or other devices ahead of the disconnecting means. The supply conductors on some of the equipment were terminated at the equipment input terminal block. Correction: Where applicable, these conductors were rerouted so that they terminate on the line side of the disconnecting means. Specific equipment discrepancies 7.1 SPE 4 Color Press 7.1.1 System Description This equipment is used for printing in multiple colors. 7.1.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.1.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. ETI Reference No. 227 -3643 Page 7 .· -~ .. ~-,·_·-_---=l-· ·-----··-·--·-._.__ :-·-. -••--C •• -·----~-• ---------'-'-" ·'._ ;__: __ ::..."=-'. ·'! .... ':. --·-----T t:4·-overcurrenf Protection --·--· This equipment is protected by an adjacent, 200 amp, 240 volt, fused disconnect switch with three, 200 amp, 250 volt, 200 kAIC rated fuses. 7.1.5 Wiring This equipment is supplied with single conductor, #3/0 AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. 7.1.6 Discrepancies and Corrections .01 Missing information on the equipment nameplate. Reference General Discrepancy (GD)-D above. Correction: The missing information was added to the nameplate . . 02 Fuses in the equipment required identification on the drawings and on the equipment. Reference GD-C. Correction: Designations were given to these fuses on the drawings and in the equipment. .03 Disconnect power sign required. See GD-E Correction: The sign was added to the front of all enclosures accessing ~nergized components . . 04 Fuse replacement sign required. See GD-F Correction: The sign was added adjacent to the fuse blocks . . 05 Enclosure door and covers require bonding. See GD-A Correction: All doors and covers are now bonded to the equipment ground . . 06 EMO buttons without yellow background. See GD-H ETI Reference No. 227 -3643 Page8 -·· ·--;. ... -.l __ -__ ....... ,. ·-::--· --: ---. :-~----:-. -·-.. -. -. ---__ ,_ -. -· ·-" Some of the EMO buttons did not have the yellow _ ·--------------oack~fround. ·---------·-·-------· · ------------ Correction: Yellow background were added as requir.ed. 7.2 Argon Dryer (lnterpress Corp.) 7.2.1 System Description This equipment is used for drying UV curable inks. 7 .2.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.2.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.2.4 Overcurrent Protection This equipment is protected by an adjacent, 200 amp, 240 volt, fused disconnect switch with three, 175 amp, 250 volt, 200 kAIC rated fuses. 7.2.5 Wiring This equipment is supplied with single conductor, #3/0 AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. 7.2.6 Discrepancies and Corrections ·.01 No equipment nameplate. See GD-D Correction: A nameplate was added with the required information . . 02 Enclosure door(s) not bonded to the equipment ground. See GD-A ETI Reference No. 227 -3643 Page 9 I • ' ---~-·------· --- _ .. _~~i ··-·.· ··-_ ·-. ·'. ··.···-.... · ·-··---·· . -··---·.•· --" .. , .... •.· ·-----~----.; -:.. '·-:-. ·--_-;;;...,:;;:.--------;.·~:;;::i~ -. --. . Correcticfn:-Koondin·~numperwasadaecrfromthe enclosure door to the equipment ground . . 03 Disconnect power and fuse replacement signs required. See GD-E and F. Correction: The required signs were added . . 04 Conductors require prc;,tection from physical damage. See GD-I Correction: Protection was added as needed . . 05 Components not identified on drawing and in the equipment. See GD-C. Correction: Component designations were added on or adjacent to the components in the equipment with the same designations as shown on the drawings. 7.3 Noreast Pressure Washer 7.3.1 System Description This equipment is used for cleaning silk screens that are used in printing. 7.3.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250 .. 7.3.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.3.4 Overcurrent Protection This equipment is protected by an adjacent, 30 amp, 240 volt, fused disconnect switch with three, 30 amp, 240 volt, 200 kAIC rated fuses. ETI Reference No. 227-3643 Page 10 --~--~ .. -..-....--. ---·-. ---. --·--. -·--· ·------·---------------------. -. . ---I -. . ·----. . -. .. -. ··-----. ---------· ---7-Z.-5 ·wmng ·---------------·· ----------------------------------- This cord connected equipment is supplied with 3 conductor, #14 AWG, SO cord. Internal power wiring is #14 AWG or larger. 7.3.6 Discrepancies and Corrections Incomplete equipment nameplate. See GD-D The equipment nameplate was missing the rating information. Correction: The missing information was added to the nameplate. 7.4 Argon Press (lnk-0-Flux)(Compact 2) 7.4.1 System Description This equipment is used as a dual pass printer. 7.4.2 Grounding Exposed non-current carrying parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.4.3 Guarding of Live Parts .. _All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.4.4 Overcurrent Protection This equipment is protected by a remote 20 amp, 240 volt, 10 kAIC panel mounted circuit breaker 7.4.5 Wiring This cord connected equipment is supplied with 3 conductor, #14 AWG, SJO cord. Internal power wiring is #14 AWG or larger. ETI Reference No. 227 -3643 Page 11 7.4.6 Discrepancies and Corrections Drawings were not available for the initial inspection and some knobs were missing from the equipment control panel. Corrections: Drawings were provided and missing knobs added. 7.5 Argon Compact 35 Printer 7.5.1 System Description This equipment is used as a dual pass printer. 7.5.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. · 7.5.3 Guarding of Live Parts All internal components were inspected for installation in a suitable · enclosure and are effectively guarded per NEC Article 110-17. 7.5.4 Overcurrent Protection This equipment is protected by a remote 20 amp, 240 volt, 1 0 kAIC panel mounted circuit breaker 7.5.5 Wiring This cord connected equipment is supplied with 3 conductor, #14 AWG, SO cord. Internal power wiring is #14 AWG or larger. 7.5.6 Discrepancies and Corrections .01 Incomplete nameplate. See GD-D This equipment was missing the full load current rating. ETI Reference No. 227 -3643 Page 12 Correction: The missing information was added to the existing nameplate. - .02 Supply conductors not properly terminated. See GD-J Correction: The supply conductors were rerouted so that they only terminate on the line side of the disconnecting means . . 03 Disconnect power sign required. See GD-E Correction: The required sign was added. 7.6 Lawson Apache Printing Press 7.6.1 System Description This equipment is used as a duel pass printer. 7.6.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable··provisions-of NEC Article 250. ------ 7.6.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.6.4 Overcurrent Protection This equipment is protected by a remote 20 amp, 240 volt, 10 kAIC panel mounted circuit breaker 7.6.5 Wiring This cord connected equipment is supplied with 4 conductor, #12 AWG, SO cord. Internal power wiring is #14 AWG or larger. ETI Reference No. 227-3643 Page 13 -----------7.6.6 -D1screpanc1es and-Corrections --------·------------------------------------·---- .01 Inaccurate nameplate. See GD-D The voltage rating shown on the equipment nameplate is 120 volts, but the equipment is connected to a 208 volt circuit. Correction: A corrected namepl·ate was added to the equipment. .02 Components not identified per the drawing. See GD-C The fuses and relays in the equipment did not have any identification that matches the drawing. Correction: Designators were added on, or adjacent to, the fuses and relays . . 03 Disconnect power and fuse replacement signs required. See GD-E and F. Correction: The required signs were added. 7.7 SPE Single Color Press Mega 22 7.7.1 System Description This equipment is used as a duel pass printer. 7.7.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7. 7.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. ETI Reference No. 227 -3643 Page 14 •i ···-----------------------------7. T.4 --overcurrent Protecfion _____ -·------· ---· ---· · -· · ·--· ·-------------- This equipment is protected by a remote 20 amp, 240 volt, 1 0 kAIC panel mounted circuit breaker 7.7.5 Wiring This cord connected equipment is supplied with 3 conductor, #1 0 AWG, SO cord. Internal power wiring is #14 AWG or larger. 7. 7.6 Discrepancies and Corrections .01 Equipment is missing a fuse replacement sign required. See GD-F Correction: The required sign was added . . 02 Enclosure door not bonded to the equipment ground. See GD-A Correction: A bonding jumper was added between the ··-· ----removable control enclosure cover and the equipment ground. 7.8 Filbar Single Color Press 7.8.1 System Description This equipment is used for single pass printing. 7.8.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.8.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. ETI Reference No. 227 -3643 Page 15 J. This equipment is protected by a remote 20 amp, 240 volt, 1 0 kAIC panel mounted circuit breaker 7.8.5 Wiring This cord connected equipment is supplied with 3 conductor, #12 AWG, SO cord. Internal power wiring is #14 AWG or larger. 7.8.6 Discrepancies and Corrections .01 Incomplete equipment nameplate. See GD-D The nameplate on this.equipment was missing the full load current rating. Correction: The missing information was added to the existing nameplate . . 02 Enclosure door cover not bonded. See GD-A Correction: A bonding jumper was added from the door to the equipment ground . . 03 Conductors did not have physical protection between the enclosure and door. See GD-I Correction: The conductors are now provided with protection from physical damage . . 04 Disconnect power sign required. See GD-E Correction: The required sign was added to the front of the control enclosure. ET! Reference No. 227-3643 Page 16 . 7.9 -Levison-Acid Stripper· ... ·----·--· 7.9.1 System Description this equipment is used for cleaning and etching. It consists of 3 circuits passing thru one panel. One is a 3 phase circuit for a blower motor, and there are two single phase control circuits. 7.9.2 Grounding Exposed non-current carrying parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.9.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.9.4 Overcurrent Protection The 3 phase motor is protected by a 30 amp, 240 volt, 10 kAIC circuit breaker. Each of the single phase circuits are protected by 20 amp, 240 volt, 10 kAIC circuit breakers. 7.9.5 Wiring The 3 phase motor is supplied with single conductor #10 AWG THHN type wiring. The two single phase circuits are supplied with #12 AWG THHN wire. Internal power wiring is #14 AWG or larger. 7.9.6 Discrepancies and Corrections .01 Equipment does not have a nameplate. See GD-D Correction: A nameplate was added with the required information and identifies the input rating of each of the three circuits . . 02 Disconnect power sign required. See GD-E ETI Reference No. 227 -3643 Page 17 ! = Correction: Since this equipment has more than one power source, the following sign was added to the front of the ___ _ enclosure: "Warning, Risk of Electrical Shock, Disconnect all power sources to this equipment before servicing" . . 03 Bonding jumper required for enclosure cover. See GD-A Correction: The required bonding jumper was added between the cover and the equipment ground. 7.10 Lamina Mounter 7.10.1 System Description This equipment is used for mounting plastic sheets to paper. 7.10.2 Grounding Exposed non-current carrying parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.10.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.10.4 Overcurrent Protection This equipment is protected by a remote 30 amp, 240 volt, 1 O kAIC panel mounted circuit breaker 7.10.5 Wiring This cord connected equipment is supplied with 4 conductor, #1 O AWG, SO cord. Internal power wiring is #14 AWG or larger. ETI Reference No. 227 -3643 Page 18 ----. -----------------·---7:1lJ:6Discrepancies and Corrections ----------------------- .01 The equipment was missing the required nameplate. See GD-D Correction: A nameplate was added with the required information . . 02 Input conductors did not go directly to. the disconnect switch. See GD-J The input conductors were rerouted directly to the disconnect switch . . 03 EMO buttons with yellow background. See GD-H Correction: A yellow background was added to all of the EMO buttons . . 04 Disconnect power sign required. See GD-E Correction: The required sign was added to the front of each enclosure accessing energized·-components. 7.11 Six, GBC Laminators 7 .11.1 System Description This equipment is used for laminating sheets and thin stock together. 7 .11.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.11.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. ETI Reference No. 227-3643 Page 19 7.11.4 Overcurrent Protection Each of these laminators are protected by 50 amp, 240 volt, 1 O kAIC circuit breakers mounted in a distribution panel within sight of the equipment. 7.11.5 Wiring Each of these laminators are supplied with 3 conductor, #6 AWG, SO cord. Internal power wiring is #14 AWG or larger. 7.11.6 Discrepancies and Corrections Wrong type of EMO button. NFPA-79, Section 13.2.3, states that an EMO button is to be of the mushroom head type. The "Instant Stop" buttons on this equipment was of the mushroom head type. Correction: These buttons are actually designated as stop buttons. EMO buttons with the· correGt backgrmmd were added to each-unit--- as applicable. 7.12 Pisturiui Miter Saw 7 .12.1 System Description This equipment is used for repeated cuts of 45 DEG angle cuts of picture frame material. 7.12.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.12.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. ETI Reference No. 227 -3643 Page 20 7.12.4 Overcurrent Protection This equipment is protected by a remote 30 amp, 240 volt, 1 0 kAIC panel mounted circuit breaker 7.12.5 Wiring This cord connected equipment is supplied with 4 conductor, #12 AWG,. SO cord. Internal power wiring. is #14 AWG or larger. 7.12.6 Discrepancies and Corrections No discrepancies identified with this equipment. 7.13 Three Potdevin Glue Machines, two, 46 inch units and one 36 inch unit. 7.13.1 System Description -·· -· This-eq1;Jipment-is used for applying adhesive to one side of material. 7.13.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.13.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.13.4 Overcurrent Protection This equipment is protected by a remote 20 amp, 240 volt, 1 0 kAlC panel mounted circuit breaker 7.13.5 Wiring ETI Reference No. 227 -3643 Page 21 This cord connected equipment is supplied with 3 conductor, #18 -AWG, SO cord.----------------------------·--------. -------------- Internal power wiring is #18 AWG or larger. 7.13.6 Discrepancies and Corrections EMO buttons without yellow background. See GD-H Correction: A yellow background color was added for these buttons. 7.14 Seven, Potdevin Pinch Rolls 7.14.1 System Description This equipment is used to press together glued sheets of material. 7. 14.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable-provisions of NEC Article 250. 7.14.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7 .14.4 Overcurrent Protection This equipment is protected by remote 20 amp, 240 volt, 10 kAIC panel mounted circuit breakers 7.14.5 Wiring This cord connected equipment is supplied with 3 conductor, 18 AWG, SO cord. Internal power wiring is #18 AWG or larger. 7 .14.6 Discrepancies and Corrections ETI Reference No. 227-3643 Page 22 EMO buttons without yellow background. See GD-H Correction: A yellow background color was added for these buttons. 7.15 Adolf Mohr, Cutter #2 7.15.1 System Description This equipment is used for cutting baseball cards from sheets. 7.15.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.15.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.15.4 Overcurrent Protection----- This equipment is protected by a remote 30 amp, 240 volt, 10 kAIC panel mounted circuit breaker 7.15.SWiring This cord connected equipment is supplied with 4 conductor, #1 O AWG, SO cord. Internal power wiring is #14 AWG or larger. 7.15.6 Discrepancies and Corrections Disconnect power sign required. See GD-E. Correction: The required sign was added to each enclosure accessing· energized components. ETI Reference No. 227 -3643 Page 23 ------r113-·-EBA shredder· 7 .16.1 System Description This equipment is used to shred and destroy unused product. 7.16.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.16.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.16.4 Overcurrent Protection This equipment is protected by a remote 30 amp, 240 volt, 10 kAIC panel mounted circuit breaker 7.16.5 Wiring This cord connected equipment is supplied with 4 conductor, #12 AWG, SO cord. Internal power wiring is #14 AWG or larger. 7.16.6 Discrepancies and Corrections .01 Disconnect power sign required. See GD-E Correction: The required sign was added to each enclosure accessing 50 volts or higher . . 02 Inadequate transformer protection. See GD-G The drawing supplied for the inspection shows a 40 VA transformer with only secondary protection. The installed 80 VA transformer did not have primary protection. Correction: 1 amp fuses were added to the primary circuit of the transformer. ETI Reference No. 227-3643 Page 24 7.17.1 System Description This equipment is used for curing of UV sensitive inks. 7.17.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.17.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.17.4 Overcurrent Protection This equipment is protected by a remote, 400 amp, 240 volt, fused disconnect switch with three, 250 amp, 250 volt, 200 kAIC rated fuses. ----7.17.5 Wiring This equipment is supplied with single conductor, 250 MCM AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. 7.17.6 Discrepancies and Corrections .01 Incomplete nameplate. See GD-O The nameplate was missing the short circuit rating of the equipment mounted disconnect means and the electrical drawing number PRE02436. Correction: The missing information was added to the nameplate. ETI Reference No. 227 -3643 Page 25 ---.u2 --wrong type ·and·backgtound color for fne EMO-Button. See----- GD-H. Correction: The EMO button was changed to a mushroom head type button and the required yellow background was added . . 03 Fuse replacement sign required. See GD-F Correction: The required sign was added adjacent to fuses or fuse blocks. 7.18 SPE Dryer #1 7.18.1 System Description This equipment is used for curing of UV sensitive inks. 7.18.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEG-ArtiG!e 250. 7.18.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7 .18.4 Overcurrent Protection This equipment is protected by a remote, 200 amp, 600 volt, fused disconnect switch with three, 125 amp, 250 volt, 200 kAIC rated fuses. 7.18.5 VViring This equipment is supplied with single conductor, #1/0 AWG, 600 volt THHN, THWN, NlTW type wiring. Internal power wiring is #14 AWG or larger. ETI Reference No. 227 -3643 Page 26 -----·------------··,r-18.6 Discrepancies -and Corrections .. . 01 EMO buttons require a yellow background. See GD-H Correction: The required yellow background was added to each EMO button . . 02 Motor overload replacement heater table not provided. . 03 UL-508A, paragraphs 9.4 and 20.4, requires a permanent motor overload replacement table be placed on enclosed panels. This equipment did not have the required table. Correction: A motor overload replacement table was added inside the enclosure door that shows the installed motor overloads. Motor short circuit protection required . NEC Article 430-52, 430-53, Table 430-150 and Table 430- 152 identifies the requirements for motor short circuit protection. With reference to SPE drawing 100471, for the 4 station printer, the exhaust motor and the air knife motor did not have the required protection. Correction: 5 amps were added for the exhaust motor and fuses not exceeding 2 amps for the air knife motor . . 04 Incomplete nameplate. See GD-D The nameplate was missing the short circuit rating of the main circuit breaker and the appropriate electrical drawing number Correction: The missing information was added to the nameplate, or adjacent to it. .05 Control enclosure doors to be bonded. See GD-A Correction: A bonding jumper was added from the doors to the equipment ground. ETI Reference No. 227 -3643 Page 27 -------------------------:07 --Gonfrortransfcfrmer-nolproperlypfofecteci:--see-GD-G ______ _ The 150 VA control transformer did not have the required primary protection. Correction: Two, 1 amp fuses were added to the transformer primary circuit. 7.19 Three, SPE Water Circulation Systems 7.19.1 System Description This equipment is used to cool UV lamp housings 7.19.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.19. 3 Guarding of Live Parts --AH·-internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.19.4 Overcurrent Protection This equipment is protected by a remote 20 amp, 240 volt, 10 kAIC panel mounted circuit breaker 7.19.5 Wiring This cord connected equipment is supplied with 3 conductor, 12 AWG, SJO cord. Internal power wiring is #14 AWG or larger. 7.19.6 Discrepancies and Corrections Control enclosure cover was not bonded to the equipment ground. See GD-A. ETI Reference No. 227 -3643 Page 28 Correction: A bonding jumper was added between the cover and ..... --7he equipment -ground: . ----. . . ·--·· ·-----.. -. -------------- 7.20 Devotee Film Processor 7.20.1 System Description This equipment is used for processing large format film. 7.20.2 Grounding Exposed non-current carrying parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.20.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.20.4 Overcurrent Protection This equipment is protected by a remote 30 amp, 250 volt, 10 kAIC panel mounted circuit breaker -·------· - 7.20.5 Wiring This cord connected equipment is supplied with 3 conductor, #10 AWG, SJT cord. Internal power wiring is #14 AWG or larger. 7.20.6 Discrepancies and Corrections No discrepancies were identified with this equipment. 7.21 ACTI Camera 7.21.1 System Description This equipment is used for making transparencies of photos and art work. ETI Reference No. 227-3643 Page 29 ?:21.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.21.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.21.4 Overcurrent Protection This equipment is protected by a remote 40 amp, 240 volt, 10 kAIC panel mounted circuit breaker 7.21.5 Wiring This equipment is supplied with single conductor, #8 AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. 7.21.6 Discrepancies and Corrections----- .01 Electrical schematic of equipment not available for inspection. Correction: An electrical schematic for this equipment was provided and is on file with ETI. .02 Too many grounds on one terminal See GD-B. Correction: The grounding conductors were arranged so that each grounding conductor has its own termination . . 03 Disconnect power sign required. See GD-E Correction: The required sign was added to the front of the control enclosure and any other enclosure accessing energized components. ETI Reference No. 227-3643 Page 30 7.22 -Polygraph Cutter 7.22.1 System Description This equipment is used for cutting baseball cards from sheets. 7.22.2 Grounding Exposed non-current carrying parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.22.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.22.4 Overcurrent Protection This equipment is protected by an adjacent, 30 amp, 600 volt, fused disconnect switch with three, 15 amp, 600 volt, 200 kAIC rated fuses. --?-.22.5 Wiring This cord connected equipment is supplied with 4 conductor, 12 AWG, 600 volt rated SO cord. Internal power wiring is #14 AWG or larger. 7.22.6 Discrepancies and Corrections .01 Electrical drawing not available for this equipment. Correction: Drawings were provided and are in the ETI file . . 02 Disconnect power and fuse replacement signs required. See GD-E and F. Correction: The required signs were added to the equipment. .03 Components not listed by an approved independent testing agency. ETI Reference No. 227 -3643 Page 31 -. --·---------------NEC Article 110-2 requires equipmentlo-be accepfaole·only--- if approved by an acceptable independent testing agency. These agencies are identified by OSHA as a Nationally Recognized Testing Laboratory (NRTL). The ceramic fuses were not labeled by a NRTL. Correction: These fuses were replaced with UL Listed fuses. 7.23 Chase Industries Heat Tunnel 7.23.1 System Description This equipment is used to heat glass surfaces to give added foil better adhesion. 7.23.2 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.23.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.23.4 Overcurrent Protection This equipment is protected by an adjacent, 60 amp, 240 volt, fused disconnect switch with three, 35 amp, 250 volt, 10 kAIC rated fuses. 7.23.5 Wiring This cord connected equipment is supplied with 4 conductor, #8 AWG, SO cord. Internal power wiring is #14 AWG or larger. ETI Reference No. 227-3643 Page 32 --7.23.6 Discrepancies and Corrections --- .01 Inadequate control power transformer protection. See GD-G The 500 VA control transformer in this equipment did not have any protection. Correction: Three amp fuses were added to the primary circuit of the transformer . . 02 No electrical drawing available for this equipment at the time of the inspection. Correction: Drawings were provided and are in the ETI file. 7.24 Three, Flexcon/Wesco Glass Laminators 7.24.1 System Description This equipment is used for transferring foil to a glass surface. Two of the units consists of separately powered roll heater and drive motor. One unit contains a drive motor but no roll heater. 7.24.2 Grounding Exposed non-current carrying parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.24.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.24.4 Overcurrent Protection The motor and heater circuits are each protected by remote 20 amp, 240 volt, 10 kAIC panel mounted circuit breakers. ETI Reference No. 227 -3643 Page 33 The cord connected heaters are supplied with 3 conductor, 12 AWG, SO cord. The cord connected motors are each supplied with 3 conductor, #18 AWG SJT cord Internal power wiring is #18 AWG or larger. 7.24.6 Discrepancies and Corrections .01 An electrical drawing was not available for this equipment. Correction: A drawing was provided and is in the ETI file . . 02 No disconnect power sign. See GD-E Correction: The required sign was added to the equipment. 7.25 GBC Automatic Feeders. 7.25.1 System Description This equipment is used to feed sheets of printed materials into the GBC Laminators. 7 .25.2 Grounding Exposed non-current carrying parts of the equipment were verified ( electri.cally and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.25.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.25.4 Overcurrent Protection This equipment is protected by a remote, 20 amp, 240 volt, 10 kAIC, panel mounted circuit breakers. ETI Reference No. 227 -3643 Page 34 7.25.5 Wiring This cord connected equipment is supplied with 3 conductor, #16 AWG, SO type cord. Internal power wiring is #18 AWG or larger. 7.25.6 Discrepancies and Corrections Incomplete equipment nameplate. See GD-D This equipment was missing the full load current rating. Correction: Nameplates were added with the missing information. 7.26 Lawson Dryer 7.26.1 System Description This equipment is used for curing UV sensitive inks. 7.26.2 Grounding Exposed noncurrent carrying parts of the· equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.26.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.26.4 Overcurrent Protection This equipment is protected by an adjacent, 400 amp, 240 volt, fused disconnect switch with three, 400 amp, 250 volt, 200 kAIC rated fuses. 7.26.5 Wiring This equipment is supplied with single conductor, #3/0 AWG, 600 volt THHN, THWN, MTW type wiring, with two conductors per phase. ETI Reference No. 227 -3643 Page 35 Internal power wiring is #14 AWG or larger. 7.26.6 Discrepancies and Corrections No discrepancies were identified with this equipment. Discrepancies identified on other equipment, nameplate data, caution and warning signs and grounding were corrected on this equipment prior to the initial inspection. · Inspection Dates: All equipment discrepancies identified during the evaluation were reported on 7 /1 /97. Verification Dates: All equipment corrective actions were verified to be completed and meet the workmanship requirements of the applicable standards on 12/12/97. 8.0 TEST EQUIPMENT AVO International Insulation Resistance Tester, 0-10000 meghoms, ETI Asset No. 22-07097, last calibrated 3/2/97. Fluke, Model 77 Digital Multimeter, ET! Asset No. 20-00468, last calibrated · · 2/28/97. · · ·-· -·-· Fluke, Model 87 Digital Multimeter, ETI Asset No. 20-00829, last calibrated 2/28/97. AEMC Split Core Current Transformer, ETI Asset No. 24-00354, last calibrated 2/28/97. Hopkins International Raygun, Non-contact Thermometer, ETI Asset No. 24- 00189, last calibrated 2/28/97. ET! Reference No. 227-3643 Page 36 APPENDIX A EQUIPMENT LIST Sheet1 5JC9 t..1.sr- ·---~ .. -· ·-·--.. -. EQUIPMENT MANUFACTURER MODEL NO. SERIAL NO. VOLTS AMPS PH LABEL NO. M220- 5.1 4 COLOR PRINTER SPE GLASS PRINTER 1965-0986 230 200 3 816 5.2 ARGON DRYER INTERPRESS CORP 51 F680D4 CF5220-3HED 208 135 3 817 5.3 PRESS. WASHER NORTHEAST SS201 20.:78GP 220 15 1 818 5.4 INK O FLUX PRESS ARGON COMPACT 2 17503 110 450W 1 819 5.5 COMPACT PRINT. ARGON COMPAC 35 317352 110 1 1 820 5,6 PRINT PRESS LAWSON APPACHE E0865321044 220 10 1 821 5.7 1 COLOR PRESS SPE MEGA22 3278-0590 115 20 1 822 5.8 1 COLOR PRESS FILBAR 558 G-1780 115 10 1 823 5.9 ACID STRIPPER LOVISON MIRROR STRIP. 1980 230 35 3 825 5.10 MOUNTER LAMINA 11114FA ICE95 230 I 18.9 3 826 5.11A LAMINA TOR #1 GBC 16036-1 ? 230 I 44 1 828 5.11 B LAMINATOR #2 GBC \6036-1 CBL1ERARY 230 44 1 829 5.11C LAMINATOR #3 GBC :6036-1 CH011049 I 230 44 1 830 5.11 D LAMINATOR #4 GBC /6036-1 GG 11164 I 230 44 1 831 5.11 E LAMINA TOR #5 GBC 16036-1 GG 11158 I 230 44 1 832 5.11 F LAMINA TOR #-6 GBC :6036-1 GG 11101 I 230 44 1 833 5.12 MITER SAW PISTURIUI IMN200 54492 I 208 5.2 3 834 5.13A GLUE MACHINE POTDEVIN IZ46 1 115 7 1 835 5.138 GLUE MACHINE POTDEVIN Z46 2 I 115 7 1 836 5.13C GLUE MACHINE POTDEVIN Z36 191-7-128 115 7 1 837 5.14A PINCH ROLLS, #6 POTDEVIN W48 3107 I 115 7.6 1 838 5.148 PINCH ROLLS, #1 POTDEVIN IW48 95-2-105 i 115 7.6 1 839 5.14C PINCH ROLLS, #4 POTDEVIN \W48 W48-75-2-104 I 115 7.6 1 840 5.140 PINCH ROLLS, #7 POTDEVIN \W48 W48-95-1-102 I 115 7.6 1 841 5.14E \PINCH ROLLS, #5 POTDEVIN !W48 W48-95-1-103 ! 115 I 7.6 1 842 5.14F PINCH ROLLS, #3 POTDEVIN IW48 W48-94-1-110 115 7.6 1 843 5.14G PINCH ROLLS, #2 POTDEVIN W48 W48-94-4-109 115 7.6 1 844 5.15 CUTTER#2 ADOLF MOHR 115 EMC-MON 6031601 235 21 3 845 5.16 SCHREDER EBA TA 4-400 F 108.017871 208 16 3 846 5.17 DRYER#2 SPE PREMIER 4810 4405-1994 208 170 3 847 5.18 DRYER #1 SPE 3Pl-481-M 1505-0588 220 90 3 848 5.19A WATER CIR SYS. SPE WRS50 3555-0391 115 15 1 849 5.198 WATER CIR SYS. SPE WRS50 1966-0986 115 15 1 850 5.19C WATER CIR SYS. SPE WRS50 1967-0986 115 15 1 851 5.20 FILM PROCESSOR DEVOTEC MT28 10208185 220 20 1 852 5.21 CAMERA ACTI 25CS 3414 208 40 1 853 5.22 CUTTER POLYGRAPH SEYPA 115 PMC 5284 480 16 3 854 5.23 HEAT TUNNEL CHASE INDUST. HEAT TUNNEL TO 462 220 34 3 855 5.24A GLASS LAMINATOR WESCO-MTR F-30-J 1-358-91 115 1.3 1 856 5.248 GLASS LAMINATOR FLEXCON -HTR IF-30-J 1-358-91 230 20 1 862 5.24C GLASS LAMINATOR FLEXCON -MTR IF-30 2497 115 I 1.3 1 857 5.240 GLASS LAMINATOR FLEXCON -HTR !F-30-J 2493 230 I 20 1 858 I 5.24E GLASS LAMINATOR WESCO fF-30-J 1-357-91 I 115 i 1.3 1 I 859 5.25A FEEDER #1 GBC 2300 FEED CF04063 115 5 1 800 5.258 FEEDER#3 GBC 2300 FEED DE09132 115 5 1 861 5.25C FEEDER#5 GBC 2300 FEED CE07360 115 3.2 1 860 5.26 DRYER LAWSON CHAMPION E0834311260 I 220 200 3 779 Page 1 APPENDIXB REFERENCES l I I 70 1, 2. 2A 3. ,4, IS, e. T, !. s. 10. 11. UL 508-93 m·:ia7.579S OSE2232 l:;10 - UL&Oa Table 40,1 M!Xlmum aooaptabfe tam~rature. ri~a.21 ~~ wd ~ Knffa~~ blade• and conta.¢tJ1m: ru~ clip whon ~a,rted w!U. a dummy fi.l!.<l !hit r$pteun~ is. fusa Into~ lo prcvlda branch clti:tilt protection Fu~ cUp wh@n testad wit'? n. fusa Intended to provid& btanch circuit pr~«lon° . Rub~r-or lha~opla:t!o-ln:;ulatad conduew~~,b fl~ld-'Mrlng tsrmfnai.a0,k ~s and C()Mit01lng sttaps or b~d Conte.~ Solid Md bulH.i.ip 2fNe<-, ~lY~r alloy, and 111.-.r iac.ad PJI other mel.als lneuatlon ,~rn~ G1Ma 105 IMulat!on ~~m1 Toemiocouple ~th<xl f½e!stanoo malhod aa~ 109{A) rnwlatlon sy:t{am!l on slngl~IA~r Mcie.s ooil wHh exp¢~d ~urface; ,rtr.~ uniniula~d or enM'l~lad, thormoooupfe method C!u.s 1$0 lnsulaUon Gy.;tams.t Thtrm0¢Cl.lf)I• mttho<i F.4$1~ mrited . C!111 1~~ ln*'-llttlon ~em-.f 11,trmOQOU pi. mtihod F,.ulitani>t mtthod Out 1SO(H) ln!ttll&tl0(1 •ymm1f ihtrm~plt mell'tod Rnlmnot method Ph•n~Jo ~mposlUonl In 1ht ruulng ilr, 1 lnoh ~.4 mm) ~bow tho ,noloaur~ On ½ht -&mMddlnq mat•ll•I Qf t. rutuot, A. rtt~n.at. Md • wi.11-mo•,mtK dlmm•r with M omb'3dd~ rt~at!~ dl1mant en the em~ddlnQ material of ,. rh4~t&.Uo dlmmtr h~Yir,<J emb.dd,d t11el8'll"1e eonduatcr.i, Md anan,ml kit mo11nlln11 on a awitohboud, or In • noneombuttit:1• ft•m• (C¢t1tlnu1d) 4C •r 30 ~ eo ~ es 153 ~ 6-3 hn h,IJ I I • I! ~ 117 e5 i17 ~ 1 (53 00 162 ~ 163 105 188 Qoe 171 1 ,e 'JJJ1 1HI ~1 1~ 243 1~ 22$ 171' :m Geo ~ ~ 630 • 1.2. 13. i4, UL 50& 93 ~ 927-.5795 0522233 5-.57 11!111 INCUST'RIAI. COITTROL EOUlPMBIT -UL~ T~ble 40.1 (cont'd) Maximum a~ceptable tempial'atura risu Cn b.t1e rulttot m.at,n~, lherrnoco11pl• method ~...etto, Pow1tr i:iw!tchlng i,e mloon ductcr:s PrlntO<!.o¼-'lring /JQatd~ m n a Tm, llmlu.tlon on phenol~ oemposl'llon anc! Oi'l rubber iUld th4rmoplutJo in.aulalion doe" not apply ta compounds ttu.t hav-e bttn bw,isticat••~ and fer.mo a=pt4.b1* fat 11. hl.ihar tijmp-eratu~. "F m n b For 1-U,,dMd iowla.ted cond1.1r;'.cr,. oth~t than th0$0 mentiMll<l In ttem 3, r"fe~not should ~ r...,,d, to th• Ns.t!onal Elwctrfc:::al Co<i~ (NEC), ANSljNFPA 70-1900, and the maximum t•mP"*"an.ira r!Ew ~hall not 1xoe..o ti14I m.sx!mum op¢ra.tina tam~ra:ture spGCified in the NEC /er 1ho wlr11 Jn 9ue$tlon minus an =um.d a.mbient (room) l~mpiflU1Jf1l of z:IPQ rrr• F), c The tam~s:tura on a wh!ng terminal or l1.1g t, me~urcd il.t t.>ia paint mo~ likely IO b4 coniac-ted by th• lMul11.lion oi ll o:){\d1Jctor insu.J!.,;l u In ~ciual i.arrice. d 11",e limit coea not applyio !Xlnne¢.!ooi to t lOurcs ct heat, such as a re$l31or ind a cutt11nt ~emerrt of ui over~.t.d rtl~. 0 Temperature llmfted by the 1emper.:iturc llmttat!cn:s on the rnatert4l for .idj1oent-partit. Than, :ih.aJI c. na ~.tuctw;il d"wiorailon of \.'l~ contact i.\.Wa}mbly, loo~nlng cf parts, craci:ln9 or ffai:tng ct mattJria.ia, lo" ot tllmp~r ol BiJrirl9, liNlullnq of part:, or oth•r v.aiblo dam-age. f Su .C.0,12-4-0,17, g FO( a. ca.p.sdtor, 1ht maximum a=pt:w{e tamp~ra~Jlt ri~ ia -the marxed temperatura l\mii of the c:a"-'c1tor minus an ~1Jmed amblent1emp-er11.1uns of 2.S1 C (77•f), h ln 11-qulpment mm-;-ed for 009 C (14-0•F} st1pply wi/Q, ~'ie terminal temp,;121ur-s ri$• ~h;ul not <tXl>i~ w•c (,OQF). 1 In llqu[pment masked for 7S'C (167• F) SJJpply wir•, the lennlnal tempora.11.1111 rise sh211 not llxc..-.d ~·C (117~ F). If tna nM la &J°C (OO•F) at lesa and an aluminum bodltd CClM&dOt la 1JS1Jd or tlumk1um wir11 1,, lnt.ndad, iht oonne-etot ~ha.II l:le mari<ed AL7CU or Al.SCU; lf ttl& termin,11I t.,m~r11tu1• riu •x<»ed$ SO,.C bu-t doee net exoe,;xi es•c, 11'10 o:inntc::tor ehall ~ mariwd AL.S<:U. J ~ulpmtn-t marked for 00/7~0 0 wpply wirw $/it.ll o:)mply wilh both 110\e.s h 8tld I of th~ WJI•. k $ff 57.3. 1 TM Omit ~Pll"4 only ta OU$ ban ar.d CC:Mtcting wap,-u~ for diruil:lYuon of power to lndum.tl CQn-trol devl~ The limft docs !'lot a.pply lo short p(e<;oe$ ot coppet locat.Kl wl\hfn fmivwlal c,onvol d1JVIQ<ia and u~ for th6 :iupport o-f rta.tions.ty contact \lll,BembUe$ or fai:.tory or fi9Jd wiring 1ermln~loM. Tri• maximum ace.apt.ab!• t,mpijrdu,-r/s4s 1or thl:11 ~ or constn.Jc'Jon ir• ditatrnin•d by lh11 tim~ratr.ire limltallon• on the "-'P?Ort m'1.torl"1, adjac:,ent part mat!ll'ial, ,,r 1ooac (.21!t0 F) tvmparaluni rla.. en 1ho oopp•r mQiarlaJ, whiehev,of la kl-.wr, Thero 1'hall b,o no ~ral deltrioratlcn of-th• a"'mbly, J,;,Quning gf p.t.rta, qacl<l~ or 11ulng 9f m«i..rl-&i, lou of l$1'!'1p~t ol tf)rln'1, ann.allr,g s:ri parbf, gr oth« vllllble dam1.9•, m Th• maximum Aeeeptabl-e -\empiln,tur• ri$.lt on -t.i;. aH 11 \ha maxlmum ~ i..mp-ra.Nre 10l' '!t'I• &ppil•d pow11r clle-slp~on ca<;:0mm,,ndijd by tha -um!eonclucl,:ir ~n<,t/a¢t\ll'tt minu, -n ~med ur.blant of o\O•C (10-4•!=1 ror an ando~ d.-.!oe and ~~o (1~qF) tor .tn cp•n d.-vi-:., r, ih• maxlmtim ~t.ibh, o~ratlng lemp~ature ctt Iha prlnt.d-wlrlnq boQ.fd a.l'iaJ n9t la u:OONd•d, 0 24• ~.zl • 71 ,. UL SUBJECT*S08A 93 BIi 9275795 0587306 465 & INOOSTRIA!.. CONTROL PAHEL.S -SUBJECT 508A OCTOBER 12, 19$3 Motor Oven~d Protection 9.1 The overload relay can be either a separate panel mountsd device or prewlred with the motor contactor. 'Nhen provided as part of a prawlred assembly, the comblnat!on of overload relay and contact or is frequently termed a ·motor starter: Criteria below is the same whether the devica is separate or part of a ·starter.· 9.2 General -Each motor circuit ls provided with motor overload protection. This protection, unless Investigated for the Intended use, Is either by integral thermostat or motor overload relay as discussed 000','{. 9.3 Thermal Protection -If protection is to be provided by thermal protection internal to the motor, the wiring diagram is marked indicating what terminals are to be usad and with a statement indicating that thermal protection should be provk:led. 9.4 Ovenoad Relays -The minimum number and location of overload units such as trip coils, relays, or thermal cutouts is as detailed in Table J. Only one motor IT'.ay be connected to each overioad relay. \'\'hen the overload relay is provided wn:h interchangeable heater elements, a heater element table is provided by the overload relay manufacturer. This table must be adhered to the inskle of enclosed panels and loose wrth open panels. Current elements provided are selected in accordance with this table based on fuil--load ampere or horsepower (see Table V) marked on the nameplate or diagram. KIM 04 Motor 1 phMe ac or de 1 phas& ac or de ~ phase ac or de 2 pha¥e a.c 2ph~:r.c 2phase ac 2 phase a.c 3 pr-"4 ac "?,!!"l# t<i the lrIDE!l\lRITERS lABJAATORIFS !OC CU L) u• nar os 03: 12:oa l9SS TABLE J OVERLOAD UNITS Supply System Two~. 1 phaseacordc UnQrwndad Two wire, 1 p~ ac or de one conductor groundad ThrN wire, 1 phase ac or de, grounded-n&Uttal Three wire, 2 phas-a aa, ungrounded Three wire, 2 phase ac cme conductor groonded Four wire, .2 phase ac grounded or ungrounded F'~ wire, 2 phase ac grounciad neutr.ill or ungrounded hry3phase Humber and Loc:;rtion of Ov~ Units, Such -.3 Trip Col~, Re!.ly3 Of" Th«mal Cutout3 Cm, in etitt1e r ccnd u ctor One In ungrounde-d conductor One in ei1het' ungrcrunded ccnductcr Two, cne in each phase Two in ungrounded conductors Two, one per phase in ungrounded conductor.s Two, one per ph:asa in any ungrounded phase wire Th~, one in aach pha.sa Subject SOSA 28 May, 1992 Motor Control Circuits 13. 1 When the coil control circuit is connected to tl1e load side of the motor branch circuit protective device, the conductors shall be protected in accordance with Table L. TABLE L OVERCURRENT PROTECTION Control-Circuit Wire Size (mm;) Maximum Protective AWG Device Rating, Amperes 22 (0.32) 3 20 (0.52) 5 18 (0.82) 7 16 (1.3) 10 14 (2.1) 20 12 (3.3) 25 13.2 The protective device may be either a supplementary or a branch circuit overcurrent protective device. 13.3 If a supplementary fuseholder is provided, a fuse shall be installed in the fuseholder. A marking near the fuseholder shall specify the voltage and current rating of the replacement fuse. The marking shall also indicate the designation of the fuse, but may also include "or equivalent." 13.4 A marking specifying the maximum size fuse to be used shall be provided near a branch circuit fuseholder that will accept a fuse having a l1igher current rating than that covered in Table L. (For example, the marking is required if the panel needs a 20 A fuse because of Table L, but the fuseholder is rated 30 A). Exception 1: 13.5 If the control wires do not leave tile panel -as wl,en the start-stop button is on the panel cover, then the motor circuit branch circuit protective device may serve as the coil control circuit conductor protection if the rating of the protective device does not exceed that given in Table M. Subject 508A 37 May, 1992 C. Wiring -All internal wiring of tl,e secondary circuit shall be reliably and positively routed away from a!lt,ininsulated live parts of ditterent circuits and all secondary circuit insulated wiring shall be routed away from insulated conductors of other circuits unless the secondary circuit wiring also has insulation that would be suitable for primary circuit use. Separation of insulated conductors may be accomplished by clamping, routing, or equivalent means for permanent separation from insulated or uninsulated live parts of a different circuit. · D. Field Wiring Terminal -Field installation conductors of any Class 2 circuit shall be segregated or separated by barriers from: 1. Field installation and factory-installed conductors connected to any other circuit, unless the conductors of both circuits are or will be insulated for the maximum voltage of either circuit. 2. Uninsulated live parts of any other circuit of the device except that a construction in which field-installed conductors may make contact with wiring terminals (or associated wiring diagram) are marked to indicate tl,at Class 1 conductors shall-be used. E. The limited energy circuits described in item A shall comply with the field wiring requirements tl,at are investigated for the intended use. Markings 20.1 General -Markings as specified below are provided either on or in the enclosure of enclosed units and on the subassembly panel of open units. The markings specified in paragraphs 20.2A, 20.5 to 20.7 below may be provided on wiring diagrams, prints. or instructions provided loose or in the "print pocket." If required instructions are on diagrams. tl,e diagram number is referenced on the nameplate. 20.2 Nameplate -A permanent nameplate is provided. The nameplate information may be separated into several sections. Information includes but is not restricted to: manufacturer's name or authorized designation, voltage rating, total full load ampere rating, ampere or horsepower rating of largest motor (if multiple motor control). number of phases if other than single phase, and frequency. All fuseholders shall have fuse replacement marking. 20.2A Marking of Wire Terminals -All field wiring terminals must be marked to indicate to use copper, 60°C wire insulation if rated less than 100 A or 75°C wire if rated 100 A or more. This marking does not pertain to control circuit terminals or terminals rated 1 s· A or less and which do not have a HP or FLA and LRA ratings. 20.2B Industrial control panels shall be provided wit!, a marking indicating the tightening torque for wire connectors which are wired in tl,e field. The product sl,all be marked with the specific value, or range of values as appropriate. such as "Torque screws to 45 lb in." If diHerent connectors are used for line, load, neutral or ground. the torque marking shall inclucle reference to the specific connector and its corresponding torque value. The marking may be provided in a written format 0r pictorially. The torque marking does not apply to components such as motor starters, fuseholders and the like, or to wire binding screws. 20.2C The torque to be marked for each individual connector shall be determined as follows: 1. If the wire connector is supplied with an instruction sheet from tl,e wire connector manufacturer tl,at specifies torque values, then the torque marked on the industrial control panel shall be the appropriate torque for the connector as determined by the instruction sheet. UL SUBJECT*505A 93 m 9275795 0587324 480 El !NCUSTRlAL. CONTROL PANELS -SUBJECT saaA OCTOBER 12. 1993 20.3 Multiple Supply Sourca -Marking on controls Intended to be connected 1o more than one sourca includes all of paragraph 20.2 above for each source and unless each ls provided with an lrneriocked disconnect switch also Includes a cautionary statement Indicating that muitlple sources are provided and each should be disconnected for servicing. · 20.4 Overload Relay Element Charts -The overload relay e!ement selection charts ("Heater Tables') provided with motor starters are provided. Th~ are permarnmtly adhered on enclosed panels and may be adhered or loose with open panels. Exception: Heater tables are not needed for adjustable overload relays. 20.5 Individual Load Ratings -The rating of each Individual extemal load in volts and amperes or volts and horsepower is provided. 20.6 Customer Provided Equipment -Devices or components, other than loads, included on the wiring diagram and not provided as an integral part of the industrial control panei are marked to indicate that they are provided by others. This marking may be direct, or may be by code or note on the wiring diagram. 20. 7 Diagrams showing all of the electrical circuits within the panel are provided. These diagrams include details as specified elsewhere in this Procadure. The load rating of each motor is indicated on the diagram, nameplates or tabt.fation elsewhere on the panel or if the panel ls an integral part of the machine, elsewhere on the machine. Devices not provided in or on the panel but shown on the diagram for clarity or user convenience are Identified by note or other indication that they are to be provided by customer or are not in the panel. 20.8 If the rating of the load is Identified ln horsepower, it ls necessary to refer to Table V for full-lead ampere rating to be utilized in the subsequent determinations. Cc;:<!!"lght t:cJ the lmEHIIRITERS LllHJRA!OHIES INC CU L) Tue llar OS 01:12:oa !SSS r i l ~ . 79-10 INDUSTRIAL l\fACHINERY 3.81 subpanel: An assembly of electrical devices connected together that forms a simple functional unit in itself. 3.82 switching device: A device designed to make or break the current in one or more electric circuits. (IEC 50-441.) 3.83 tight (suffi.x): So constructed that the specified mate- rial is excluded under specified conditions. (IEEE 100.) 3.84 uncontrolled stop: The stopping of machine motion by removing power to the machine actuators, all brakes or other mechanical stopping devices being activated. (IEC 204-1.) 3.85 undervoltage protection: The effect of a device that op- erates on the reduction or failure of voltage to cause and main- tain the interruption of power. NOTE: The principal objective of this de\ice is ro prevent au- tomatic restarting of the equipment. Standard undervoltage or low-voltage protection de\ices are not designed to become effective at any specific degree of voltage reduction. 3.86 ventilated: Provided with a means tO permit circulation of air sufficient to remove excess heat, fumes, or vapors. (NFPA 70.) 3.87 wet location: Installations underground or in concrete slabs or masonn-in direct contact with the earth. and loca- tions subject to ~aturation ,~;th water or other liquids, such as vehicle washing areas, and locations exposed to weather and unprotected. (NFPA 70.) 3.88 wireway: A sheet-metal or flame retardant nonmetallic trough with hinged or removable covers for housing and pro- tecting electric wires and cable and in which conductors are laid in place after the ,\;reway has been installed as a complete system. (NFPA 70.) 4 Diagrams, instructions, and nameplates 4.1 General 4.1.1 The follo\\;ng shall be included \\ith the electrical drmdngs where required in 4.2. -Complete schematic diagram -Sequence of operations -Block diagram (,rhere appropriate) -Equipment layout -Panel layouts -Interconnection diagram -Electronic schematics (where appropriate) -Parts list -Instruction and sen~ce manuals -Information for Safety Lockout Procedure (where ap- propriate). 4.1.2 The following shall be furnished for reference only where appropriate. -Lubrication diagram -Pneumatic diagram -Hydraulic diagram -Miscellaneous system diagrams ( e.g., coolant, refriger- ant, etc.). 4.1.3 Where appropriate, a table of contents shall appear prominently on the first sheet and shall refer to all major sec- tions of the electrical drawings. 1997 Edition 4.2 Diagrams 4.2.1 Diagrams of the electrical system shall be provided. Any electrical symbols shall be in accordance with IEEE 315. Any electrical symbols not shown in IEEE 315 standards shall be separately shown and described on the diagrams. The sym- bols and identification of components and devices shall be consistent throughout all documents and on the machine. Pertinent information such as motor horsepower, frame size, and speed shall be listed adjacent to its symbol. NOTE: See Annex D for examples of electrical diagrams. 4.2.2 A cross-referencing scheme shall be used in conjunc- tion ,~th each relay, output device, limit S\\~tch, and pressure switch so that any contact associated with the de\~ce can be readily located on the diagrams. 4.2.3 The functional description for each device shall be shown. NOTE: See Annex E for examples of devices and component designations. 4.2.4 Switch symbols shall be shown on the electrical sche- matic diagrams with all utilities turned off (electric power, air, "·ater, and lubricant), the machine and its electrical equip- ment in its normal starting condition, and at 68°F (20°C) am- bient. Control settings shall be shown on the drawings. 4.2.5 Directly connected conductors shall be uniquely desig- nated \\ith the same alphanumeric reference. Conductors shall be identified in sequential order and in accordance \\ith Clause 16. Exception So. 1: Conductors of 18 AWG or less used in electronic assemblies shall not be required to be identified by an alphanumeric designation. Exception No. 2: 1-Wiere a plug is attached to a multiconductor cable, color coding shall be permitted to be substituted for the alpha- numeric designation only at the plug end. ¼'here color-coded multi- conductor cable is used to wire identical components (e.g., limit switches), the color shall be consistent throughout. 1-vhere color coding is used, it shall be clearly indicated on the electrical diagrams. 4.2.6 Circuits shall be shown in such a way as to facilitate the understanding of their function as well as their maintenance and fault location. Control circuit devices shall be shown be- tween vertical lines that represent control power \~ring. The left vertical line shall be the control circuits common and the right line shall be the operating coils common, except where permitted by Clause 9 design requirements. Control devices shall be shown on horizontal lines (rungs) between the vertical lines. Parallel circuits shall be shown on separate horizontal lines directly adjacent to (above or below) the original circuit. 4.2.7 An interconnection diagram shall be provided on large systems having a number of separate enclosures or control sta- tions. It shall provide full information about the external con- nections of all of the electrical equipment on the machine. 4.2.8 Interlock wiring diagrams shall include devices, func- tions, and conductors in the circuit where used. 4.2.9 Plug/receptacle pin identification shall be shown ·on the diagram(s). DIAGRAMS, INSTRUCTIONS, AND NA.'vfEPL-\TES 79-11 4.3 Instructions 4.3".l Information referring to the installation, sequence of operations, explanation of unique terms, list ofrecommended spare parts, maintenance instructions, and adjustment proce- dures of the machine electrical equipment shall be furnished. 4.3.2 The installation drawing(s) shall provide information necessary for preliminary machine and control setup. This in- cludes information on supply cables, particularly if they are to be supplied by the end user; the size and purpose of any cable duct, raceway, or wireway that must be supplied by the end user; and the amount of space required to mount and main- tain the machine and its electrical equipment. 4.3.3 The description of the sequence of operations is re- quired for electrical equipment comprising several inter- related functions. Where the machine can perform several sequences, the description of operation shall explain each of them and their interrelationship. Information shall be given that is necessary for the understanding of the electrical oper- ation in conjunction with the mechanical, hydraulic, or pneu- matic operation of the machine. 1\1-iere the sequence of operations is program controlled, the information on pr~- gramming the system for operation, maintenance, and repair shall be prO\ided. A block diagram shall be permitted to be used to facilitate the understanding of the sequence of opera- tions. The block diagram shows the electrical equipment to- gether with its functional interrelationships by the use of symbols or blocks without necessarily showing all interconnec- tions. References to the appropriate electrical diagram(s) shall be included on the block diagram. 4.3.4 The parts list shall itemize recommended electrical spare parts together with the necessary data for ordering re- placements. 4.3.5 Maintenance and service instmctions shall include: -Information necessary for calibrating and adjusting com- ponents, de,ices, and subassemblies. -Operation instructions, including all information neces- sary to describe initial conditions and operations of the com- plete system. -Troubleshooting information and suggestions for locat- ing and replacing faulty components, suggested preventative maintenance schedules, and related data. 4.4 Markings Nameplates, markings, and identification plates shall be of suf- ficient durability to withstand the emironment involved. 4.5 Warning marking 4.5.1 A warning marking shall be provided adjacent to the disconnect operating handle(s) where the disconnect(s) that is interlocked with the enclosure door does not deenergize all exposed live parts when the disconnect(s) is in the ·'open (off)" position. 4.5.2 Where an attachment plug is used as the disconnecting means, a warning marking shall be attached to the control en- closure door or cover indicating that power shall be discon- nected from the equipment before the enclosure is opened. 4.5.3 Where the disconnecting means is remote from the control enclosure, a warning marking shall be attached to the enclosure door or cover indicating that the power shall be dis- Gonnected from the equipment before the enclosure is opened and that the enclosure shall be closed before the power is restored. 4.6 Machine marking The machine shall be marked with the builder's name, trade- mark, or other identification symbol. 4. 7 Machine nameplate data 4.7.1 A permanent nameplate listing the machine serial number, supply voltage, phase, frequency, full-load current, ampere rating of the largest motor or load. short-circuit inter- rupting capacity of the machine overcurrent protective device where furnished as part of the equipment, and the electrical diagram number(s) or the number of the index to the electri- cal diagrams (bill of material) shall be attached to the control equipment enclosure or machine where plainly \isible after in- stallation. \.\'here more than one incoming supply circuit is to be prO\ided, the nameplate shall state the abo\·e information for each circuit. Exception: vv71ere only a single motor or motor controller is used, the motor nameplate shall be permitted to serc1e as the electrical equipment nameplate where it is plainly visible. 4.7.2 The full-load current shown on the nameplate shall not be less than the full-load currents for all motors and other equipment that can be in operation at the same time under normal conditions of use. ·where unusual loads or duty cycles require oversized conductors, the required capacity shall be included in the full-load current specified on the nameplate. 4.7.3 i,Vhere overcurrent protection is provided in accor- dance with 8.2. the machine shall be marked '·overcurrent protection prmided at machine supply terminals." A separate nameplate shall be permitted to be used for this purpose. 4.8 Equipment marking and identification 4.8.1 Where equipment is removed from its original enclo- sure or is so placed that the manufacturer's identification plate is not easily read, an additional identification plate shall be attached to the machine or enclosure. 4.8.2 i,\'here a motor nameplate or connection diagram plate is not visible, additional identification shall be provided where it can be easily read. 4.8.3 Nameplates, identification plates, or warning markings shall not be removed from the equipment. 4.8.4 All control panel devices and components shall be plainly identified with the same designation as shown on the diagram(s). This identification shall be adjacent to (not on) the device or component. Exception No. 1: 1W1ere the si:e or location of the de-uices makes indi- vidual identification impractical, group identification shall be used. Exception No. 2: This section shall not be required to apply to ma- chines on which the equipment consists only of a single motor, motor controller, pushbutton station(s), and wo-rklight(s). 4.8.5 All devices external to the control panel(s) shall be iden- tified by a nameplate with the same designation as shown on the diagram(s) and mounted adjacent to (not on) the device. Exception: De-vices covered by 4.9. 1997 Edition 79-14 INDUSTRIAL MACHINERY required to be disconnected. The warning requirements of 4.5.1 shall apply. · -· -· - 7.6 Connections to supply lines Incoming supply line conductors shall terminate at the dis- connecting means with no connection to terminal blocks or other devices ahead of the disconnecting means. 7.7 E.xposed live parts There shall be no exposed live parts with the disconnecting means in the open (off) position. NOTE: See Exception to 9.1. 7 .8 Mounting 7.8.1 The disconnecting means shall be mounted within the control enclosure or adjacent thereto. v\'here mounted within the control enclosure, the disconnecting. means shall be mounted at the top of the control panel with no other equip- ment mounted directly above it. \Vire bending space shall be provided as required by NFPA 70, Section 430-lO(b). Space shall be determined by maximum \\ire size of incoming lines or by ma.xi.mum capacity ofline lugs on the disconnecting means. Exception No. 1: In plastics extrusion machinery (extruders, film casting machines, film and sheet winding equipment, wire coating machinery, and sheet line and pull roll equipment ONLY -see B.2) where the design configuration of the enclosure may preclude mount- ing the disconnect as the uppermost component: .. -Live parts shall be guarded against accidental contact. -Barriers shall be placed in all enclosures to isolate the supply cir- cuit conductors and tenninals from other internal conductors and components. Exception No. 2: Machines with a motor(s) totaling two horsepower or less shall be permitted to be connected to a remotely mounted discon- necting means through a flexible cord, cable, or conduit provided the disconnecting means is in sight from, readily accessibk to, and no more than 20 ft (6 m) from the machine /Jjlerator. 7.8.2 Vlhere two or more disconnecting means are provided within the control enclosure for multiple supply circuits, they shall be grouped in one lpcation. 7.9 Interlocking 7.9.1 Each disconnecting means shall be mechanically or electrically interlocked, or both, with the control enclosure doors. Interlocking shall be reactivated automatically when panel doors are closed. Exception No. 1: A disconnecting means used only for maintenance lighting circuits within control enclosures shall not be required to be interlocked with the control enclosure. The marking requirements of 4.5.1 shall apply. Exception No. 2: H'here an attachment plug is used as the discon- necting rneans in accordance with 7.11. Exception No. 3: A disconnecting means used for power supply cir- cuits within control enclosures to memory ekments and their support logic requiring power at all times to maintain the storage of inf orma- tion shall not be required to be interlocked with the control enclosure doors. The marking requirements of 4.5.1 shall apply. Exception No. 4:--Where a remotely ·mounted disconnecting means is permitted as per 7. 8.1, Exception N_o. 2, interlocking shall not be re- 1997 Edition quired provided that a tool is required to /Jjlen the enclosure door and a label is attached to the control enclosure warning of dangerous volt- age inside and advising disconnection of the power before opening. 7.9.2 Interlocking shall be provided between the disconnect- ing means and its associated door to accomplish both of the following: -To prevent closing of the disconnecting means while the enclosure door is open, unless an interlock is operated by de- liberate action. -To prevent closing of the disconnecting means while the door is in the initial latch position or until the door hardware is fully engaged. 7.9.3 All doors on multiple-door enclosures shall be inter- locked simultaneously with the door that is interlocked with the main disconnecting means. 7.9.4 v\'here there are two or more sources of power to the equipment or where there are two or more independent dis- connecting means, power wiring from each disconnecting means shall be run in separate conduit and shall not termi- nate in or pass through common junction boxes. 7 .10 Operating handle 7.10.1 The operating handle of the disconnecting means shall be readily accessible. 7.10.2 The center of the grip of the operating handle of the disconnecting means, when in its highest position, shall be not I more than 6 ft 7 in. (2.0 m) above the floor. A permanent op- . erating platform·, readily accessible by means of a permanent stair or ladder, shall be considered as the floor for the purpose of this requirement. 7.10.3 The operating handle shall be capable of being locked only in the open ( off) position. 7.10.4 When the control enclosure door is closed, the oper- ating handle shall positively indicate whether the disconnect- ing means is in the open ( off) or closed position. 7.11 Attachment plug and receptacle An attachment plug and receptacle shall be permitted as a dis- connecting means providing all of the following conditions are complied with: -The motor(s) on the machine shall total two horsepower or less. -The supply voltage shall not exceed 150 volts to ground. -DC shall not be used. -The ampere rating of the attachment plug shall be not less than 115 percent of the sum of the full-load currents re- quired for all equipment that may be in operation at the same time under normal conditions of use. -The attachment plug shall be single voltage rated. -The attachment plug shall be provided with a grounding pole and so constructed that the grounding pole is made be- fore any current-carrying poles are made and is not broken until all current-carrying poles of the attachment plug have been disconnected. A grounding pole shall not be used as a current-carrying part -The attachment plug shall be in sight from the opera- tor's station and readily accessible .. _ ------·-.. · ·--... -The marking requirements of 4.5.2 shall apply. ... · --~: 79,-26 INDUSTRIAL MACHINERY 12.5.2 Exposed, nonarcing, bare, live parts within an enclo- sure or comparunent, including conduit fittings, shall have an air space between them and the uninsulated walls of the enclo- sure or comparunent of not less than½ in. (12.7 mm). Where barriers between metal enclosures or comparunents and arc- ing parts are required, they shall be of flame-retardant, non- carbonizing insulating materials. 12.6 Machine-mounted control equipment 12.6.1 Control equipment, such as limit switches, brakes, solenoids, and position sensors, shall be mounted rigidly in a reasonably dry and clean location, shall be protected from physical damage, and shall be free from the possibility of acci- dental operation by normal machine moYements or by the op- erator. Such equipment shall be mounted with sufficient clearance from surrounding surfaces to make its removal and replacement easy and shall have a suitable enclosure for the termination of conduit as well as provisions for making electri- cal connections. Exception No. 1: A solenoid sealed in an individual oil-filled con- tainer shall be pemiitted. Exception No. 2: Prewired devices, such as limit switches and prox- imity switches, provided with an identified (see 3.49) cable shall not be required to be equipped with provisions for termination of conduit. 12.6.2 All limit switches or position sensors shall be installed so that accidental overtraYel by the machine ,rill not damage the limit s,\itch or sensor. 12.6.3 Solenoids for operating devices shall be mounted so that liquids shall drain away from the electrical component enclosure. 12. 7 Rotary control devices Devices such as potentiometers and selector switches having a rotating member shall be mounted to prevent rotation of the stationary member. Friction alone shall not be considered sufficient. 13 Operator's control stations.and equipment 13.1 Pushbuttons, selector switches, indicating lights 13.1.1 All pushbutton and selector switch operators, indicat- ing (pilot) lights, and illuminated pushbuttons shall be of the oiltight type. Exception: Machines identified ( see 3. 4 9) for the environment. 13.1.2 Pushbutton operators, indicating (pilot) light lenses, and illuminated pushbutton lenses shall be color coded in ac- cordance with Table 8. -The color RED shall be used for Stop, Emergency Stop, or Off operators only. -The preferred color of Start or On operators is GREEN, except that BLACK, WHITE, or GRAY shall be permitted. -Pushbuttons that, when pressed, act alternately as Start and Stop or On and Off shall be BLACK, WHITE, or GRAY. RED or GREEN shall not be used. -Pushbuttons that cause movement when pressed and stop movement when they are released ( e.g.,jogging) shall be 1997 Edition · BLACK, WHITE, GRAY, or BLUE with a preference for BLACK. -Reset pushbuttons shall be BLUE, BLACK, vVHITE, or GRAY except when they also act as a Stop or Off button, in which case they shall be RED. Exception: Stop Junction operators of the wobble-stick or rod- operated types in the bottom of a pendant station shall not be required to be colored red. 13.1.3 Pushbutton operators used to initiate a stop function shall be of the extended operator or mushroom-head types. 13.1.4 Pushbutton operators used to initiate a start function or movement of machine elements (e.g., slides, spindles, and carriers) shall be constructed or mounted to minimize inad- vertent operation. Exception: Mushroom-head type operators shall be permitted to ini- tiate start Junctions where installed in accordance with 9.15. 13.2 Emergency stop devices 13.2.1 Emergency stop pushbuttons shall be located at each operator control station and at other operating stations where emergency shutdown shall be required. 13.2.2 Stop and emergency stop pushbuttons shall be con- tinuously operable from all control and operating stations where located. 13.2.3 Actuators of emergency stop de\ices shall be colored RED. The background immediately around the device actua- tor shall be colored YELLOiV. The actuator of a pushbutton- operated device shall be of the palm or mushroom-head type. 13.2.4 The emergency stop actuator shall be either a mo- mentary or self-latching type. 13.3 Foot-operated switches 13.3.1 Foot-operated switches shall be protected to prevent accidental actuation by falling or moYing objects and from un- intended operation by accidental stepping onto the switch. 13.4 Control station enclosures All operator control station enclosures shall be dusttight. moisturetight, and oiltight. Exception: Non-oiltight control station enclosures shall be permitted on machines where suitable for the environment. 13.5 Arrangement of control station components All Start pushbuttons shall be mounted above or to the left of their associated Stop pushbuttons. Exception No. 1: Start pushbuttons in series, such as operating pushbuttons on punch presses. Exception No. 2: Wobble-stick or rod-operated Emergency Stop push- buttons mounted in the bottom of pendant stations. 13.6 Legends A legend shall be provided for each control station compo- nent to identify its function and shall be located so that it can be read easily by the equipment operator from the normal op- erator position. The legends shall be durable and suitable for the operating environment. GROUNDED CIRCUITS AND EQUIPMENT GROUNDING 79-35 18.2.2 Sufficient air circulation shall be provided so that the motor will not exceed its rated temperature rise at rated oper- ating conditions. 18.2.3 All motor-driven couplings, belts, and chains shall be easily replaceable. 18.2.4 Pulley hubs on belted drives shall not extend beyond the end of the motor shaft. 18.3 Direction arrow \Vhere reverse rocacion can produce an unsafe condition, a direction arrow shall be installed. The arrow shall be adjacent co the motor and plainly visible. 18.4 Motor compartments :-.locor compartments shall be clean. dry, and adequately vented directly to the exterior of the machine. There shall be no opening between the motor compartment and any ocher compartment that does not meet the motor compartment re- quirements. vVhere a conduit or pipe is run into the motor compartment from another compartment not meeting the motor compartment requirements, an:, clearance around the conduit or pipe shall be sealed. 18.5 Marking on motors :-Iocors shall be marked in accordance with Section .J:30-7 of ::--;FPA 70. 19 Grounded circuits and equipment grounding 19.1 General This clause applies to grounded circuits and the protective or grounding circuit of the equipment. The grounding circuit consists of conductors, scrnccural parts of the electrical equip- ment and machine. or both, that are all eleccricallv connected or bonded together at a common point. · 19.2 Grounding conductors 19.2.1 Conductors used for grounding and bonding pur- poses shall be copper. Stipulations on stranding and flexing as outlined in chis standard shall apply. (See 15.3 and 16.3.6.) 19.2.2 Grounding conductors shall be insulated, covered, or bare and shall be protected against physical damage. 19.2.3 The minimum size of the grounding conductor shall be as shown in Table 14. Column "A" indicates maximum rat- ing or setting of the overcurrent de,ice in the circuit ahead of the equipment. 19.2.4 It shall be permissible to use machine members or structural parts of the electrical equipment in the grounding circuit provided that the cross-sectional area of these parts is at lease electrically equivalent to che minimum cross-sectional area of the copper conductor required. 19.3 Equipment grounding The machine and all exposed, noncurrent-carrying conduc- tive parts, material, and equipment, including metal mounting panels that are likely to become energized and are mounted in nonmetallic enclosures, shall be effectively grounded. Table 14-Size of grounding conductors Column "A," Amperes Copper Conductor Size, AWG 10 15 20 30 40 60 100 200 300 -!00 500 600 800 1000 1200 1600 16* or 18* 14, 16"', or 18* 12, l4x, 16"',orl8* 10 10 10 8 6 3 2 1 0 2/0 3/0 -!/0 "Permitted on!,· in mulliconductor c:ible where connected :o pon::ible or pen- dant equipment. 19.4 Exclusion of switching devices The grounding circuit shall not contain anv S\,·icches or over- current protective devices. Link:; or plugs in ,he grounding circuit shall be permitted if properly labeled or interlocked ,\ith the control circuits. 19.5 Grounding terminal The entire grounding circuit or neC1rnrk shall be intercon- nected such chat a single poim for an external connection wiil be conductiveh-connected co all grounded parts. A terminal suitable for connecting an external grounding conductor shall be provided at chis point. Exception: H-nere an attachment plug and rece-ptacle are -used as the disconnecting means. 7.11 shall a,oply. 19.6 Continuity of the grounding circuit 19.6.1 The continuity of the grounding circuit shall be en- sured by effective connections through conductors or scruc- tural members. 19.6.2 Bonding of equipment with bolts or other identified means shall be permitted where paint and dirt are removed from the joint surfaces or effectively penetrated. 19.6.3 \loving machine parts, other than accessories or at- tachments, hming metal-co-metal bearing surfaces shall be considered as bonded. Sliding parts separated by a nonconduc- tive fluid under pressure shall not be considered as bonded. 19.6.4 Portable. pendant, and resilient-mounted equipment shall be bonded by separate conductors. \\nere multiconduc- cor cable is used. the bonding conductor shall be included as one conductor of the cable. 19.6.5 Racewavs. wirewavs, and cable cravs shall not be used as grounding o~ bonding ·conductors. l9.6.6 When a part is removed, the continuity of the ground- ing circuit for the remaining parts shall remain intact. 19.7 Control circuits Control circuits shall be permitted to be grounded or un- grounded. vVhere grounding is provided, that side of the 1997 Edition APPENDIXC TEST DATA SHEETS CIRCUIT IDENTIFICATION ( PHASE A-G Ri:MARKS: PHASE 8-G /lb PHASE TO GROUND A ITEST EQUIPMENT ASSET NO: ).P-t.{<rY 20 -B).9 VOLTAGE PHASE C-G IIY PHASE A-8 8 PHASE 8-C C PHASE C-A ')\ ( .. FIELD EVALUATION TEST DA TA DATE: PHASE TO PHASE A-8 8-C FULL LOAD CURRENT PHASE A /39 PHASE 8 C-A PHASE C COMPONENT IDENTIFICATION COMPONENT TEMP I TEMP RISE TEST METHOD -;rt- © ETI 1993 F/€001 PAGE_ .,· CIRCUIT IDENTIFICATION PHASE A-G PHASE · B-G REMARKS: a ju,4 '/. PHASE TO GROUND A ITEST EQUIPMENT ASSET NO: ::u, -1.{(~Y 20 -s:i.9 VOLTAGE PHASE C-G PHASE A-8 B PHASE B-C C PHASE C-A It r ) o'--f 2 ..:>'-( Z-= '7' COMPONENT IDENTIFICATION COMPONENT TEMP t1 , © ETI 1993 F/6001 FIELD EVALUATION TEST DATA A-B PHASE A TEMP RISE DATE: SERIAL NO. CF ~·z_o -3 t+tJ'f@ · PHASE TO PHASE B-C PHASE B ll C-A Ji)OU PHASE C TEST METHOD PAGE_ CIRCUIT IDENTIFICATION RE!,iARKS: PHASE 8-G ,,r PHASE TO GROUND A !TEST EQUIPMENT ASSET NO: v -t{, y 2. u -8). 9 VOLTAGE PHASE C-G -PHASE A-8 B PHASE · 8-C FIELD EVALUATION TEST DATA C - PHASE C-A - A-8 PHASE A I TEST EQUIP. ASSET NO.: Z.1/-ts PHASE TO PHASE 8-C - PHASE B C-A PHASE C COMPONENT IDENTIFICATION COMPONENT TEMP I TEMP RISE TEST METHOD - NOTES: © ETI 1993 F/6001 PAGE_ r ,, ; .. ": FIELD EVALUATION TEST DA TA PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A I (>Cl• ' TEST EQUIPMENT ASSET NO: J-.P-'-('Y 22:>-B).9 PHASE A-G //9 REMARKS: PHASE . B-G VOLTAGE PHASE C-G . NOTES: L J/t.l. r£ L. J/'-1 2.1--v / PHASE A-8 L. t:'14-~ c; t! c."JUt. t..""" 1 '-~ f ./ t7rl'/-v © ETI 1993 F/6001 I B PHASE 8-C I. C PHASE C-A A-8 PHASE A . I TEST EQUIP. ASSET NO.: 2..t/ -l B COMPONENT TEMP I TEMP RISE - 8-C PHASE B C-A PHASE C PAGE_ CIRCUIT IDENTIFICATION PHASE A-G IIB REMARKS: PHASE B-G I J.J<:.... /1.lt O,ft:1 C4 PHASE TO GROUND A ITEST EQUIPMENT ASSET NO: :µ,_tf<,,f' 22::> -B:i.9 VOLTAGE PHASE C-G PHASE A-8 B PHASE B-C C PHASE C-A COMPONENT IDENTIFICATION COMPONENT TEMP NOTES: L_J'f-rJ·el-JI,( }..)..it ).. O © ET! 1993 F/6001 FIELD EVALUATION TEST DA TA A-B PHASE A TEMP RISE PHASE TO PHASE B-C PHASE B C-A PHASE C TEST METHOD /YJ.... PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE El-G /1,,D A TEST EQUIPMENT ASSET NO: V-t.((,y 22)-8)9 VOLTAGE PHASE C-G - PHASE A-B COMPONENT IDENTIFICATION NOTES: L-JI/ IJ IFL _''M 2d J", / .. © ETl 1993 F/6001 B PHASE 8-C C - PHASE C-A - COMPONENT TEMP FIELD EVALUATION TEST DATA I- A-B PHASE A TEMP RISE PHASE TO PHASE B-C PHASE B C-A - PHASE C TEST METHOD I fJ.. PAGE_ CIRCUIT IDENTIFICATION PHASE A·G PHASE 8-G 1;..Jc. PHASE TO GROUND A TEST EQUIPMENT ASSET NO: :;;..,o-t.t'-Y 20-8)9 VOLTAGE PHASE C-G PHASE A·B 8 PHASE _s.c FIELD EVALUATION TEST DATA C - PHASE C·A A·B PHAS /-{Vy A . 1 I TEST EQUIP. ASSET NO.: 2-l/-t g PHASE TO PHASE B·C PHASE 8 C-A PHASE C COMPONENT IDENTIFICATION COMPONENT TEMP I TEMP RISE TEST METHOD ·-- e ET! 1993 F/6001 PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G I tr REMARKS: PHASE 8-G A TEST EQUIPMENT ASSET NO: V-t.f<,f' 2Z:> -B).9 VOLTAGE PHASE C-G PHASE A-8 COMPONENT IDENTIFICATION , © ETI 1993 F/6001 B PHASE 8-C C - PHASE C-A COMPONENT TEMP FIELD EVALUATION TEST DATA A-8 PHASE A /,/ TEMP RISE SEjllALNO. (:;7 / ,? () PHASE TO PHASE 8-C PHASE 8 C-A PHASE C - TEST METHOD /R PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A·G PHASE B-G A TEST EQUIPMENT ASSET NO: v -t{ Cry 2 c::> -B). 9 VOLTAGE C!) PHASE C·G PHASE A·B COMPONENT IDENTIFICATION © ET! 1993 F/6001 B PHASE 8-C C PHASE C-A COMPONENT TEMP '' FIELD EVALUATION TEST DATA A•B - PHASE A c~,3 TEMP RISE DATE: SERIAU/O. PHASE TO PHASE B·C PHASE B z, C-A - PHASE C Ir 17 I) TEST METHOD /It.. PAGE_ CIRCUIT IDENTIFICATION PHASE A-G /,')._,/ REMARKS: PHASE B-G /7 / PHASE TO GROUND A 8 C /IJ7nJ /JfU TEST EQUIPMENT ASSET NO: :2J> -t.{ (, y 20 -8).9 VOLTAGE PHASE PHASE PHASE PHASE C-G A-8 8-C C-A I~ --?. Lu ; z__e>J :;3-U j COMPONENT IDENTIFICATION COMPONENT TEMP -- NOTES: © ETI 1993 F/6001 ),lb_ FIELD EVALUATION TEST DATA PHASE TO PHASE A-8 8-C C-A [ 00.7) FULL LOAD CURRENT PHASE A 7 LJ TEMP RISE - PHASE B PHASE C TEST METHOD PAGE_ EQUIPMENT DESIGNATION: {Q{J;, (.. EQUIPMENT RATING: PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE B-G /17 A TEST EQUIPMENT ASSET NO: 2-.P -tt' y 2.0 -8). 9 VOLTAGE PHASE C-G -- PHASE A-8 COMPONENT IDENTIFICATION © ET! 1993 F/6001 B PHASE B-C C - PHASE C-A COMPONENT TEMP FIELD EVALUATION TEST DATA DATE: SERIALf'!O. PHASE TO PHASE A-8 8-C C-A /0:.7GJ FULL LOAD CURRENT PHASE A TEMP RISE PHASE B PHASE C - TEST METHOD P-- PAGE_ CIRCUIT IDENTIFICATION PHASE A-G /tJ- REMARKS: PHASE 8-G /! j- . . FIELD EVALUATION TEST DATA DATE: SERIAL1'/0. PHASE TO GROUND PHASE TO PHASE A 8 C A-8 8-C TEST EQUIPMENT ASSET NO: V-t{(,,y 2.o-8).9 2-l(-.7c1-/ VOLTAGE FULL LOAD CURRENT PHASE C-G PHASE A-8 PHASE 8-C PHASE C-A PHASE A I TEST EQUIP. ASSET NO.: Z.1/-L ~ PHASE 8 C-A PHASE C COMPONENT IDENTIFICATION COMPONENT TEMP I TEMP RISE TEST METHOD (/2. · NOTES: © ET! 1993 F/6001 PAGE_ CIRCUIT IDENTIFICATION PHASE A·G /I/; REMARKS: PHASE B-G flt° PHASE TO GROUND A B /J7.n.J TEST EQUIPMENT ASSET NO: :LP-tf'Y 22:>..,.g:i.9 VOLTAGE PHASE. C-G --- PHASE A-8 PHASE 8-C C PHASE C-A ~Jl_~- FIELD EVALUATION TEST DATA A·B DATE: S!;flli\J.. NO., CJt~h~ PHASE TO PHASE B-C FULL LOAD CURRENT PHASE A PHASE B C-A PHASE C .. ~~)~ttt}$t~\~ti.1~1i~ti{~j?Jlil1t.~\~~~tt~~PN_·:~~~~~~~-· ·--~···· .. ~~i;fflS:~ri,;~~!!i~f~~l~iffii~¥:t~~l~tl~i~Ii~fi11l DATE: ;-.;-(SJ/) . I AMBIENT TEMP.: 7° 'i~ I TEST EQUIP. ASSET NO.: Zll-tS ~ I CALl~/2TI01ATE: 2 l9 'i 7 COMPONENT IDENTIFICATION COMPONENT TEMP I TEMP RISE TEST METHOD uFY'efiJJv't:J.-,-t Rfa,ti4J Le-(f ;7-0f/JJ .----.. -1/J- :J-,. cJ Qr;::: 0 c/t::1,-t... lfy~ t' Ov, ~ · . .. , -NOTES: /_,.,/ l'J.(!l.. 1,1,( ~-'-O tf J 0 ' .. © ETI 1993 F/6001 PAGE_ CIRCUIT IDENTIFICATION PHASE A·G /17 REMARKS: PHASE B-G PHASE TO GROUND A B /<.>-OV TEST EQUIPMENT ASSET NO: :µ, -: t.( '-y 1 o -B :i. 9 VOLTAGE PHASE C-G - PHASE A-8 PHASE 8-C FIELD EVALUATION TEST DATA C - PHASE C-A A-B PHASE TO PHASE B-C -- FULL LOAD CURRENT PHASE A PHASE B I TEST EQUIP. ASSET NO.: Zl/-t S C-A PHASE C COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD -I >'Z-- NOTES: l,IJ{)(tl,,-h,'2,.1,..t) © ETI 1993 F/6001 PAGE_ CIRCUIT IDENTIFICATION PHASE A·G REMARKS: PHASE 9-G PHASE TO GROUND A TEST.EQUIPMENT ASSET NO: JJ> -'-l' y 2. o -B). 9 VOLTAGE PHASE C-G - PHASE A·B B PHASE B-C C PHASE C-A FIELD EVALUATION TEST DATA PHASE TO PHASE A·B 9-C I a ?.17.) FULL LOAD CURRENT PHASE A /<i. J PHASE B l'l·J C-A PHASE c• i< D_A_T..._E,.::& ·-·,_/_.,.:v..~/-:j·~· ./,., J·. __ ... ?_,.,,. .. ...,..,...;,~,-.~A-,M-,B,..IE,.N,,_,T. TE .• M-·P·.·:, .... }·_· ')-.,· 0 P-----·--······-.. , .... ·., .T .. E. 's·i · E-//·o· u-_·1p' / ~-s·s· -~·-···N"''o--·.·=·· ·-. ---,,, ... ··,· ·c·A· -~-I~·½,. ]. .• T9·0··1 ·7~A ~E:-.,_ ----· ••.a. COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD (f"L NOTES: LA IJl!tt-Vt 2.2.-DR 'f z,.. © ET! 1993 F/6001 PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G ,! l REMARKS: PHASE 8-G A / t!Ov' TEST EQUIPMENT ASSET NO: :i-o-tt'Y 2b -B:J.9 VOLTAGE PHASE C-G PHASE A-8 COMPONENT IDENTIFICATION 6--y;,,/~ cl)vl;l,-f {2:J.,-U/J-L-1::7, ,;J..o ,., --ot/tJL-/tJ!,,t/!?t t~,. NOTES: © ETI 1993 F/6001 8 PHASE 8-C C - PHASE C-A COMPONENT TEMP -- . 5."tl f :-.:~ · ' ' FIELD EVALUATION TEST DATA PHASE TO PHASE A-8 8-C C-A FULL LOAD CURRENT PHASE A TEMP RISE PHASE 8 PHASE C TEST METHOD /12- PAGE_ CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE 8-G PHASE TO GROUND A 8 /J..Ju TEST EQUIPMENT ASSET NO: 2P-t{(,,y 2.b-8)9 VOLTAGE PHASE C-G PHASE A-8 PHASE 8-C C /O.>U PHASE C-A COMPONENT IDENTIFICATION COMPONENT TEMP NOTES: L © ETI 1993 F/6C<l1 ·----.,, .·. ·.· PHASE TO PHASE A-8 8-C -- FULL LOAD CURRENT PHASE A PHASE 8 C-A - PHASE C TEMP RISE TEST METHOD - ~,,--.~---J.· .... . . . PAGE_ EQUIPMENT DESIGNATION: EQUIPMENT RATING: CIRCUIT IDENTIFICATION · PHASE A-G '"{) REMARKS: PHASE 8-G PHASE TO GROUND A /Doc::> TEST EQUIPMENT ASSET NO: ::u> -t.f' y 2. o -B :i. 9 VOLTAGE PHASE C-G PHASE A-8 8 PHASE 8-C C PHASE C-A COMPONENT IDENTIFICATION COMPONENT TEMP 7. '? . ·.A,,·,+ © ETI 1993 F/6001 .. ' .. · .. ,, -.. -·-· - FIELD EVALUATION TEST DATA·. PHASE TO PHASE A-8 8-C C-A FULL LOAD CURRENT PHASE A TEMP RISE PHASE 8 PHASE C -- TEST METHOD PAGE_ . . . --.. --:·-· . .. GJD~~l~ctro · t~ft ™ -.. - FIELD .EVALUATION TEST DATA.---:_·:--'-._ CIRCUIT IDENTIFICATION PHASE A-G REMARKS; PHASE 8-G I ;.Jc.. PHASE TO GROUND A TEST EQUIPMENT ASSET NO: V -ff' Y 2o -8) 9 VOLTAGE PHASE C-G PHASE A-8 8 PHASE 8-C C PHASE C-A A-8 DATE: SERIA~~ Z..:. PHASE TO PHASE B-C FULL LOAD CURRENT PHASE A PHASE 8 C-A PHASE C :. ~{j~i*~t~~~tit~fti1:f:~tr~r~i~M~£~1~Q ~~ -~~ -N_ -~-.~~:teM~-··_·. ~~~!S:~P~r~j1~~tlf1;Rtis::i~~~t~tti0!i~t~1~1~1lt~lJ~ti~~~- DATE: J1,,,/JJ,,/ f? · 1 AMBIENTTEMP.: S-i 6r-. I TEST EQUIP. ASSET NO.: . Z.l{-1.g ~ I CALl~Jr'01ATE: Z J.9 77 COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD c!-o;,,,tpo ltl t:;,,.;i ~ '/ l-tr// fl-hf)v --L l'L ")..o"P t::>t/t:'n-~J~ · . .. . . NOTES: LA tJ et JI,{ 22 o 8 ? J. ' Ll::YI-~~ /.., ,,~.,. ~,._~1 t--1:::-r 1 r.1t11~ · ~ --1.,a 11- .. © ETI 1993 F/6001 PAGE_ - C3JB·~l~ctro ~ t~f t ~. I ;.J<:.... PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G REMARKS; PHASE 8-G -- A TEST EQUIPMENT ASSET NO: v -<{, y 2 b -B :i. 9 VOLTAGE PHASE C-G - PHASE A-8 COMPONENT IDENTIFICATION NOTES: © ET! 1993 F/6001 B PHASE B-C C PHASE C-A COMPONENT TEMP - -~ -.•... _: ... ~! .. . . FIELD EVAL_UA TION TEST DATA PHASE TO PHASE A·B B·C C-A FULL LOAD CURRENT PHASE A TEMP RISE PHASE B PHASE C TEST METHOD PAGE_ :;.-____ ::·-. -.... _.: ---.. ··--.---:. ··:: ·- FIELD EVALUATION TEST DATA·:.;-::.·>·,. DATE: SERIALr-!0. -,/,:,? PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A B C A-B B-C C-A - TEST EQUIPMENT ASSET NO: · ::J-D -t( Cr y 2 o -8). 9 PHASE A-G /)..v REMARKS: PHASE B-G VOLTAGE PHASE C·G PHASE A-B PHASE B-C PHASE C-A PHASE A PHASE B PHASE C ---+-----+------!------! (.~ - ~t@~11i¾~~~;~~t~is:t~1lii~l1,{lt:f1)~ft~1t~o~~;N_· ~~-~i~~···.-.. ~~~~is:~P~t~~1r1J~iii?t~:?.Jtitl7tf.~i1t111~r~s1JJtr1~- DATE: 1-i./-,/7 7 -I AMBIENTTEMP.: 0-, ff-_5"'f0p I TEST EQUIP. ASSET NO.: Z.l/-t g ~ I CA'¾B1{'e11Tl , I COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD co)~#o1,,1~, ,~~ Ll!"'(J 11-f;'/'1---t/2- ~ •F ~v't:n..~~1~r ·. - .. NOTES: LJ1 /j yt. }f,( '2,J,O _(; '3 Q : l 1#1 ¢. ,4 '-"t! c_,_,..t , ~ r L... ~ :,.,,.,4 , .. © ET! 1993 F/6001 PAGE_ CIRCUIT IDENTIFICATION PHASE A·G REMARKS: PHASE B·G PHASE TO GROUND A TEST EQUIPMENT ASSET NO: 2-P -t.{Cr y 20 -B:J. 9 VOLTAGE PHASE C·G PHASE A-8 B PHASE 8-C C PHASE C·A COMPONENT IDENTfFICATION COMPONENT TEMP NOTES: l- © ET! 1993 F/6001 .... ,, . -. -... FIELD EVALUATION TEST DATA DATE: SERIAL NO. /. r· -·2--~o PHASE TO PHASE A·B B·C C·A - FULL LOAD CURRENT PHASE A TEMP RISE PHASE B PHASE C TEST METHOD J/(. PAGE_ CIRCUIT IDENTIFICATION PHASE A-G I )-d REMARKS: PHASE B-G - PHASE TO GROUND A TEST EQUIPMENT ASSET NO: 2..P -l( c, y 2 c:> -B). 9 VOLTAGE PHASE C-G PHASE A-8 B PHASE 8-C DATE: · 1 AMBIENTTEMP.: .. FIELD EVALUATION TEST DATA PHASE TO PHASE C A-8 8-C - FULL LOAD CURRENT PHASE C-A . . PHASE A I TEST EQUIP. ASSET NO.: zq-ts ~ PHASE B C·A PHASE C COMPONENT IDENTIFICATION COMPONENT T:::MP TEMP RISE TEST METHOD ,vi- © ETI 1993 F/6001 PAGE_ .- PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE B·G A TEST EQUIPMENT ASSET NO: 2-P-t.f'-Y 2.0-B).9 VOLTAGE PHASE C-G PHASE A-8 COMPONENT IDENTIFICATION NOTES: © ET! 1993 F/6001 8 PHASE 8-C C - PHASE C-A COMPONENT TEMP . . r ,•1·.(1) , -,--·:· . --/~ ('-\y../ -. --ol . FIELD EVAL_UA TION TEST DA TA .. PHASE TO PHASE A·B 8-C C·A FULL LOAD CURRENT PHASE A TEMP RISE - PHASE 8 PHASE C TEST METHOD PAGE_ ,- CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE 8-G PHASE TO GROUND A TEST EQUIPMENT ASSET NO: V-t.{<,y 20-B'J.9 VOLTAGE PHASE C-G PHASE A-8 - B PHASE 8-C C PHASE C-A FIELD EVALUATION TEST DATA A-8 PHASE TO PHASE B-C C-A I CALIBRATION DA TE: .z.. ~ FULL LOAD CURRENT PHASE A PHASE B PHASE C · ~t~~~i~k~~~t~\~~f~~t~il§i~j:~%t¥i~~~~~;i~~-~Q~o·N. · .. :\:iem~Efl~ .. ~ ;---~~~~P~r~=}%ti~if~{it~tPit~{t9~:~~~;1t~~1i;t~SlJE1JJ:rt.1{ DATE: 1-,.,1,1, 7 . I AMBIENT TEMP.: to•F I TEST EQUIP. ASSET NO.: I CALIBJiTI01ATE: Z.t/-lg ., -:Z 2.9 17 COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD .. C; '1t P' aw c::-;-f' '[t::'H,I; i-Ler.f'J' ~ --/K-,,.,.,,,- ~•p ()Vt:ll-/f~ dJf ~ - .. NOTES: {J?(j;l!'l,.. Jt/ 22,o fl t/1,,,, ' . . . . l {)tl(µf '"' C&.1.L.-II-Gf..Jt : L._ . r-,,;,&,~ ' ., © ETI 1993 F/6001 PAGE_ --...... ~ .. ~- CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE B-G PHASE TO GROUND A tD~ • TEST EQUIPMENT ASSET NO: :i.,,o -t{, y 2 b -B :J. 9 VOLTAGE PHASE C-G PHASE A-8 B PHASE B-C C PHASE C-A COMPONENT IDENTIFICATION COMPONENT TEMP NOTES: /_, © ETI 1993 F/6001 A-B PHASE A TEMP RISE :/:_-<?\5:f._{:~\:<·-. --... NO ;. ?'l-/-/10 PHASE TO PHASE B-C PHASE B C-A PHASE C TEST METHOD /11- PAGE_ CIRCUIT IDENTIFICATION PHASE A·G REMARKS: PHASE 8-G I ;..JC.... /1.Lt OA-t:1 C4 PHASE TO GROUND A TEST EQUIPMENT ASSET NO: v -t.{ e, y 2 c:> -B). 9 VOLTAGE PHASE C·G PHASE A-8 8 PHASE 8-C C PHASE C-A A·B PHASE TO PHASE B·C FULL LOAD CURRENT PHASE A PHASE 8 C-A PHASE C ~ .!1~1~~i~ktit~tf{t~$£M~~:J~~t!ff.~~Ji;i¾1l~O~,P-.. ~~-~:~~-. ~~~--··-· .. · ~~~~~~.P~!~{tf.ii~~~~t~}~~t~t~ttfJt1lif4i1it~1-J~~: DATE: /;;,./9/t;, . I AMBIENT TEMP.: .-a~ I TEST EQUIP. ASSET NO.: I CA~BnTJM;r 2-l/-l 8 '?' COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD ~~;vr:z._,r ~I .~ t.erfr n~ I --I~ '.A~ •F /Jtl~ A-~/.1,.t lf>o.-1 I · . .. .. . . NOTES: '-JI/ &!f.-;4,f 7. ,._,., a r"' ' . L 1!>'1-~ el "-.>,t,t.,r;wT ! L_: ~-t.A,,;f. ' . , ... . , © ETI 1993 F/6001 PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION B C PHASE A-G 1/7 REMARKS: NOTES: © ETI 1993 F/6001 to..lv l ""-' TEST EQUIPMENT ASSET NO: 2..P -t{ c, y 2. b -B ':l 9 VOLTAGE PHASE PHASE PHASE PHASE PHASE B-G C-G A-8 B-C C-A u r lly-2-t?> 3 2,.cl'( -:z..oJ Pt:Ytv--~f: 3~ COMPONENT IDENTIFICATION COMPONENT TEMP ---;,_ . . _ · rt){ ( · :-;-:~-v .... PHASE TO PHASE A-8 8-C C-A - PHASE PHASE PHASE A B C I'? 15'.f-/9.? TEMP RISE TEST METHOD /Ii- PAGE_ CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE 8-G /l-..J PHASE TO GROUND A /DrD TEST EQUIPMENT ASSET NO: ~-tf<rY 2.0 -8).9 VOLTAGE PHASE C-G I 1-.J PHASE A-B B PHASE 8-C DATE: · 1 AMBIENTTEMP.: ~) •,.o-. .. :. .. ·-, .. . . .· : ·, _/: ~ . . · ',<'. l. .· . ) .!__.:-:- · FIELD EVALUATION TEST DA TA··:··_:·, PHASE TO PHASE C A·B B·C ----- FULL LOAD CURRENT PHASE C-A . . PHASE A .7 I TEST EQUIP. ASSET NO.: zq-Lg <;, PHASE 8 C·A PHASE C COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD NOTES: l/11/Zf'I-/1',{ ).2oa.f h © ETI 1993 F/6001 PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION A 8 C TEST EQUIPMENT ASSET NO: PHASE A-G ,,,, REMARKS: Cl'T NOTES: © ETI 1993 F/6001 ;µ, -t{C, y VOLTAGE PHASE PHASE B-G C-G ;t.t:J /U> COMPONENT IOENTIFICA TION 2.b-8).9 PHASE PHASE PHASE A-B s-c· C-A 2 0 e-).e.7 J.,-od" COMPONENT TEMP .• •••• £ .. .-~.-• . :• "/ -... -··. 1 . -. . ~tl ... _.L: _ . . . . FIELD EVALUATION TEST DATA PHASE TO PHASE A-8 8-C C-A ----- FULL LOAD CURRENT PHASE PHASE PHASE A B C ~2--/;t0 aa TEMP RISE TEST METHOD PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION A B C TEST EQUIPMENT ASSET NO: ,-· PHASE A-G /clo REMARKS: PHASE B-G liLo :)...l>_t{,y VOLTAGE PHASE C-G I ;).O COMPONENT IDENTIFICATION NOTES: L () "t:t vf,/ Z2 u © ETI 1993 F/6001 2b-B).9 PHASE PHASE PHASE A-8 8-C C-A 2o7 ;J-0'7 :Zc.>-:;:, COMPONENT TEMP FIELD EVALUATION TEST DA TA PHASE TO PHASE A-8 8-C C-A -- FULL LOAD CURRENT PHASE PHASE PHASE A B C s-3, /d ,-J- TEMP RISE TEST METHOD /d... PAGE_ -. FIELD EVALUATION TEST DATA PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION PHASE A-G /19 REMARKS; PHASE 8-G A TEST EQUIPMENT ASSET NO: )_,t> -t.{(, y :2. b -8:;. 9 VOLTAGE PHASE C-G -PHASE A-8 COMPONENT IDENTIFICATION NOTES: L, fj et., pt( 2,,'),,.oti>, © ETI 1993 F/6001 8 PHASE 8-C - C PHASE C-A COMPONENT TEMP A-8 8-C C-A - FULL LOAD CURRENT PHASE A TEMP RISE - PHASE 8 PHASE C TEST METHOD 1JIZ- PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE 8-G A TEST EQUIPMENT ASSET NO: l-P -t.f' y 2.b -B:i. 9 VOLTAGE PHASE C-G - PHASE A-8 COMPONENT IDENTIFICATION NOTES: B PHASE 8-C C - PHASE C-A COMPONENT TEMP FIELD EVALUATION TEST DATA PHASE TO PHASE A·B 8-C C-A - FULL LOAD CURRENT PHASE A 10-i 7 TEMP RISE - PHASE B PHASE C TEST METHOD © ETI 1993 F/6001 PAGE - CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE 8-G PHASE TO GROUND A /6.rtJ TEST EQUIPMENT ASSET NO: :)..P _l(, y 20 -s:i. 9 VOLTAGE PHASE C-G - PHASE A-8 B PHASE 8-C .:__s·, ( ~~ ' ·, .. FIELD EVALUA TJON TEST DA TA . -. . ~ PHASE TO PHASE C A-B B-C C-A -- FULL LOAD CURRENT PHASE C-A PHASE A I TEST EQUIP. ASSET NO.: Zl/-l S PHASE B PHASE C - ... COl-,jPONENT IDENTIFl9ATI_ON. COMPONENT TEMP TEMP RISE TEST METHOD ---I pt., NOTES: . ti! /rl-Jl,tUo g S" / © ET! 1993 F/6001 PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE PHASE A-G 8-G REMARKS: CJ) p /.?f-W A TEST EQUIPMENT ASSET NO: :)..P -t.(" y 2 b -B). 9 VOLTAGE PHASE C-G - PHASE A-B COMPONENT IDENTIFICATION © ETI 1993 F/6001 B PHASE B-C C PHASE C-A · COMPONENT TEMP /or"r- 5/J,J?J ---. FIELD EVALUATION TEST DATA PHASE TO PHASE A-B 8-C C-A t-u9o FULL LOAD CURRENT lo/ TEMP RISE PHASE B PHASE C TEST METHOD ,,,,1.. PAGE_ CIRCUIT IDENTIFICATION PHASE A·G REMARKS: PHASE 8-G PHASE TO GROUND A 8 '· . TEST EQUIPMENT ASSET NO: :LJ> -t.{' y 2. b -B:;. 9 VOLTAGE PHASE C·G PHASE A-8 PHASE 8-C - C PHASE C-A COMPONENT IDENTIFICATION COMPONENT TEMP -· NOTES: l (.w( I, © ETI 1993 F/6C<l1 GL ~\__,a •. -i.,. FIELD EVALUATION TEST DATA DATE: SERIAUfO. ;JI/~'/ .. PHASE TO PHASE A-8 8-C C-A FULL LOAD CURRENT PHASE A :2.t{. J TEMP RISE PHASE B PHASE C - TEST METHOD PAGE_ EQUIPMENT DESIGNA TlON: EQUIPMENT RATING: CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE B-G PHASE TO GROUND A TEST EQUIPMENT ASSET NO: 2.1> -t.{ <r y 2. o -B). 9 VOLTAGE PHASE C-G PHASE A-8 B PHASE 8-C C PHASE C-A COMPONENT IDENTIFICATION COMPONENT TEMP © ETI 1993 F/6001 .----. . - FIELD EVALUATION TEST DATA PHASE TO PHASE A-8 B-C C-A FULL LOAD CURRENT PHASE A TEMP RISE PHASE B PHASE C TEST METHOD ~- PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION A B C TEST EQUIPMENT ASSET NO: 2P -t.(Cr y 20-8).9 VOLTAGE PHASE PHASE PHASE PHASE PHASE PHASE A-G 8-G C-G A·B 8-C C-A fl,/':) f/7 /t/0 ZJt.> z_.Z,..f-z:JI REMARKS: COMPONENT IDENTIFICATION COMPONENT TEMP NOTES: t,>f{!,·f!t. iA.l ZJ,.o r © ETI 1993 F/6001 FIELD EVALUATION TEST DA TA DATE: . SERIAU;IO • .,....,_, ~ i., . , ..,,.., -.. PHASE TO PHASE A·B B-C C-A FULL LOAD CURRENT PHASE A ?-7 TEMP RISE PHASE 8 ?-7 PHASE C JJ. .. y TEST METHOD /Jf-,,,__ PAGE_ . •. ,1 tA . ~l 'v: .. · .. -, FIELD EVALUATION TEST DATA DATE: , EQUIPMENT RATING: /).. t) (IJf-t::,", /~.J 4 /. ~ ., l . .:,t,,l-2, ~~~~~~~~~~~~ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE 8-G A to~ TEST EQUIPMENT ASSET NO: 2-P-t.{,y 2.b -B:J.9 VOLTAGE PHASE C-G PHASE A-8 COMPONENT IDENTIFICATION NOTES: l a, /t,('Z,),O S"'(,. © ET! 1993 F/6001 8 PHASE 8-C C PHASE C-A COMPONENT TEMP A-8 PHASE A TEMP RISE PHASE TO PHASE 8-C - PHASE B C-A - PHASE C TEST METHOD PAGE_ CIRCUIT IDENTIFICATION PHASE A-G /2...> REMARKS: PHASE 8-G I °)A.) PHASE TO GROUND A '1' ,;,I TEST EQUIPMENT ASSET NO: :V-t.{f.,, y 2.b -8). 9 VOLTAGE PHASE C-G PHASE A-8 B PHASE 8-C C PHASE C-A COMPONENT IDENTIFICATION COMPONENT TEMP - NOTES: L,. d © ETI 1993 F/6001 .·· ·-~--.· -· -,i\f~ _· ) ••• C n.-.-• . ·. . . FIELD EVALUATION TEST DA TA PHASE TO PHASE A·B 8-C C-A FULL LOAD CURRENT PHASE A TEMP RISE PHASE B PHASE C TEST METHOD . /2- PAGE_ .. GQ[j"c->lc->ctro · tc->ft ™ FIELD EVALUATION TEST DA TA PHASE·TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION PHASE A-G REMARKS: NOTES: L © ET! 1993 F/6001 PHASE 8-G -- A I a,:,.,, . TEST EQUIPMENT ASSET NO: V-l('-Y 20-8).9 VOLTAGE PHASE C-G ·-I PHASE A-8 .. 8 C A-8 8-C C-A - FULL LOAD CURRENT PHASE 8-C PHASE C-A PHASE A . -or'~ COMPONENT TEMP TEMP RISE - PHASE B PHASE C TEST METHOD PAGE_ CIRCUIT IDENTIFICATION PHASE A-G I;,..:, REMARKS: PHASE B-G I 2---, PHASE TO GROUND A TEST EQUIPMENT ASSET NO: JJ,-t{<,,y 2b-B)9 VOLTAGE PHASE C·G PHASE A·B B PHASE B-C C PHASE C-A COMPONENT IDENTIFICATION COMPONENT TEMP NOTES: © ETI 1993 F/6001 . " . -~-- 6.i'i -0<-.--. -. -:;:-..·~:--·[ .. . . . - . . . FIELD EVALUATION TEST DATA DATE: SERIAL N,O. J!./[,J .> .. PHASE TO PHASE A-B B·C C-A FULL LOAD CURRENT PHASE A TEMP RISE PHASE B PHASE C TEST METHOD .rt PAGE_ --- FIELD EVALUATION TEST DA TA DATE: EOUIPMENTRATING: //JI/ I /-"J,/ , IQ. ,dt!/-Y ~~~~~~~~~~~~ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A·G REMARKS: PHASE 8-G A Jo.-,. TEST EQUIPMENT ASSET NO: . 2P -t.f'-Y 2u -s:i. 9 VOLTAGE PHASE C-G PHASE A-8 COMPONENT IDENTIFICATION NOTES: l © ETI 1993 F/6001 8 PHASE B·C C PHASE C·A COMPONENT TEMP - PHASE TO PHASE A·B 8-C C-A FULL LOAD CURRENT PHASE A TEMP RISE PHASE 8 PHASE C TEST METHOO -- PAGE_ CIRCUIT IDENTIFICATION PHASE A-G REMARKS: PHASE B-G - I J.Jc:... . PHASE TO GROUND A /ITPv TEST EQUIPMENT ASSET NO: 2P -t.{<.-y 20 -8). 9 VOLTAGE PHASE C-G PHASE A-B B PHASE B-C - C PHASE C-A . . -. .. .. . ..... ,.~ ... ,. --.-... --_-FIELD EVALLJATION TEST DATA ()0,00/ PHASE TO PHASE A-B B-C C·A -- CD FULL LOAD CURRENT PHASE A PHASE B PHASE C COMPONENT IDENTIFICATION COMPONENT TEMP I TEMP RISE TEST ME:!HOD NOTES: © ET! 1993 F/6001 PAGE_. PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A·G REMARKS: PHASE 8-G A TEST EQUIPMENT ASSET NO: 2-1> -t{ <,, y 2 b -B :i. 9 VOLTAGE PHASE C-G -PHASE A·B COMPONENT IDENTIFICATION © ET! 1993 F/6001 8 - PHASE 8-C - C - PHASE C·A - COMPONENT TEMP ---. FIELD EVALUATION TEST DATA----: -· PHASE TO PHASE A·B B·C C·A FULL LOAD CURRENT PHASE A z.J TEMP RISE - PHASE B PHASE C TEST METHOD --- PAGE_ PHASE TO GROUND CIRCUIT IDENTIFICATION PHASE A-G /-,,.U REMARKS; PHASE B-G A ,~ TEST EQUIPMENT ASSET NO: :JJ> -t{<,, y 2. u -B:i. 9 VOLTAGE PHASE C-G PHASE A-8 COMPONENT IDENTIFICATION © ET! 1993 F/6001 8 - PHASE 8-C - C - PHASE C-A COMPONENT TEMP - '· .. FIELD EVALUATION TEST DATA PHASE TO PHASE --_--· 0,0--- A·B B-C C-A --- {i) FULL LOAD CURRENT PHASE A TEMP RISE - PHASE B PHASE C TEST METHOD PAGE_ CIRCUIT IDENTIFICATION PHASE A-G /')..() REMARKS; NOTES: © ETI 1993 F/6001 PHASE 8-G /;J,o VOLTAGE PHASE C-G /2.A COMPONENT IDENTIFICATION A /.llf.l>ft? C4 PHASE TO GROUND PHASE A-8 8 PHASE B-C C PHASE C-A COMPONENT TEMP - FIELD EVAL_UATION TEST DATA PHASE TO PHASE A-8 8-C C-A /DO<., -- FULL LOAD CURRENT PHASE A /D TEMP RISE PHASE B PHASE C TEST METHOD PAGE_ ... .. . _) I CB993959 ) 2819 LOKER AV EAST CBAD ACUSHENET COMPANY ~IOUTSl~~ii:tlCAL STORAGE SHEDS Lot#. DOUGHERTY TIM t: . ( 1-.:,:> l I I /QU!/40 BUJLDJNG?i,!'1,4¼~ ~-~~o O PLANNING Id-¥~ i,1.2.(\: Gn ~~~l~~~:~M A-/~, d-<Vv , ____ HEALTH DEPT ~ -,--V" f-7)1'0 0 (.,1,-.fl'\ -~·'o·DD ex.p,L_~~ _ q _. q '2 q (i() 0!}J t1J:. / O' v.;JVJ~ r:tf:: '.-l.y' .5 ./4-tcc., Gt.( cs 'J3ep::ir.?::e.5 -/3.P.JJd /ft re !()·3 ·CfO G.:..,~I ITT@. P.C . I to{cH:ro--IRTI-{I!,; ~-{Ht1"tb\. ~r-, /t I n(r:11r--. ( SJv[jj /---_HAZMAT/AIR QUAL ' ____ OTHERSEWEROISTR ____ BLDG GR.~OING LETTER TO APPLICANT FROM APPLICANT PLAN CORR ENG CORR SCHOOL FORM CFO FORM PE & M WORKSHEET BLDG FEES COMP!.ETE