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2222 FARADAY AVE; ; CBC2016-0088; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Print Date: 10/03/2017 Commercial Permit Permit No: CBC2016-0088 www.carlsbadca.gov Job Address: 2222 Faraday Ave Permit Type: BLDG-Commercial Work Class Tenant Improvement Status: Closed - Finaled Parcel No: 2122600300 Lot #: Applied: 12/21/2016 Valuation: $400,916.20 Reference #: Issued: 05/01/2017 Occupancy Group: Construction Type: Finaled: 4 Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check 4: Plan Check 4: Project Title: Description: LITE MACHINES: SHELL TO 2,294 SF OF R&D, 1044 SF OF WAREHOUSE, 5,462 SF OFFICE Applicant: Owner: Contractor: WARE MALCOMB ARCHITECTS AVIARA GROUP LLC PACIFIC BUILDING GROUP NATHAN DEAN PAULARLTON 6363 Greenwich Dr, 175 - 7186 Tern P1 - 9752 Aspen Creek Ct, Ste 100 San Diego, CA 92122-5947 Carlsbad, CA 92011-5001 SAN DIEGO, CA 92126 858-638-7277 765-532-9399 858-652-5088 BUILDING PERMIT FEE $2000+ $1,694.55 BUILDING PLAN CHECK FEE (BLDG) $577.36 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE F Occupancies TI $609.00 GREEN BUILDING STANDARDS PLAN CHECK . $166.00 MANUAL BUILDING PERMIT FEE $608.83 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 PUBLIC FACILITIES FEES - outside CFD $14,032.07 5B1473 BUILDING STANDARDS FEE $17.00 SEWER BENEFIT AREA FEES - F $7,045.85 SEWER CONNECTION FEE (General Capacity all areas) $1,842.95 STRONG MOTION-COMMERCIAL $112.26 TRAFFIC IMPACT Commercial-Industrial Outside CFD . • $11,352.00 Total Fees: $38,201.87 Total Payments To Date: $38,201.87 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 capacity 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. • THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING DBUILDING DFIRE DHEALTH DHAZMAT/APCD I Building Permit Application Plan Check No. CCJc - OO Est. Value '—tj 9 -of City 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Cdrlsbad Plan Ck. Deposit email: buildingcarlsbadca.gov Date 'a- 17-11I Jswpp I - www.carlsbadca.gov JOB ADDRESS .........— -------- CARL----- -- - -- - . ?2.2? FARADAY AVENUE, SBAD, CA 92008; SUITE#/SPACE#/UNIT# - Buildinq.6 APN 212 -: 2W . 03 00 cl/PROJEcT#' .- '- - LOTS - PHSSE# #OFUNITS BEDROOMS #BAThROOMS TENANT BUSINESS NAME - cONSTR.1YPE OcC.GROUP NIA [ 1 - O I ,0: I I) - 'LITE MACHINES .. H' v DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) - - - TENANT IMPROVEMENT PROJECT IN COLD DARK SHELL, OF APPROXIMATELY 8,620 SF OF R&D AND OFFICE SPACE PROJECT TO BE COMPLETED IN TWO PHASES DRAWINGS SHOW THE DESIGN INTENT THROUGH PHASE 2(INCLUDING THE BUILD OUT OF THE OFFICE SPACE)IB6-12HAEIWILL oNDkIEOP-THER&D-AND-WAREHe PIE RFAS1 EXISTING USE - -: - PROPOSED USE - GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE " AIR CONDITIONING FIRE SPRINKLERS - R&D-/OFFICE - N/A .N/A N/K YES#. NO[L]1 YES[Z]NO[ YESDNO APPLI Prf Mary CANT NAME ct HIN ME do PAUL ARLTON, LITE MACES CORP PROPER1YOWNER NAME do PAUL ARLTON, AVIARA GROUP LLC '3000 KENT AVENUE • , ' 7186 TERN PLACE - ADDRESS •... ' - •- ------------------ - ADDRESS CITY STATE. - ---- --,ZIP ;,...CITY. WEST LAFAYETTE IN 47906 ,. CARLSBAD --CA -.-.- 92011 PHONE - ,, .,, — . - FAX PHONE, . . -._. - FAX . ,• 765.532.93 99 . -- - N/A ' . - 765.5329399 - -... NIA EMAIL. ................--------- •. - .EMAIL._.. - .PAULARLTON@LITEMACHINES.COM , : ' . 'PAULARLTON@LITEMACHINES.COM DESIGN PROFESSIONAL NATHAN DEAN - CONTRACTOR BUS NAME 1PACIFIC BUILDING GROUP ADDRESS -. -- ,,. ------------------------ADDRESS 6363 GREENWICH, DRIVE #175 - . . - 9752ASPEN CREEK CT, SUITE 150 CITY ....._- .- . STATE -- ,ZIP .... SAN DIEGO. - -. CA -., 92122 coy .• STATE - ZIP - SAN DIEGO ...: - CA 92126 - PHONE' . , ,_ - ,,. - FAX -. .. PHONE -, .. ... - . FAX ,. , ...... 858.638.7277 - . .858.638.7506 , . . 858.967.0835 ' - 858.552.0604 EMA1L'-. _. ....,.. ........... -' - EMAIL ....,_.. ..........-,_. NDEAN@WAREMALCOMB COM MSLAVEN(ã)PBGINC BIZ STATE LIC. Ii - - STATE LiC.# - ,. - CLASS, - , CITY BUS. UC.# - ' C33185 502376 BC2-C-9 1207435 (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 app!icantfor 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 (500)). WORKERS' •i'w Workers' Compensation Declaration: Ihereby alllnn under penally of peijwy one of the following deda,ations: Di 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. [ZI I have and will maintain workers' compensation, as required bySedion 3700 of the Labor Code, for the pedormame of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. OLD REPUBUC GENERAL INS. CORP. - Policy No.' A1CW35841$12 Expiration Date • 312017 This section need not be completed if the permit is for one hundred dollars ($100) or less. [J Certificate of Exemption: I certify that in the performance of the work for which this permit is lesued. 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, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in - addition to the cost of compensation, damages EvidedltorinSeggon37 of the Labor code, interest and attorney's fees. ' CONTRACTOR SIGNATURE GENT DATE r.i thereby alfum that lam exempt from ConfracloYs License Law for the following reason: - - [J - P as owner of the property or my employees with wages as their sole compensation, will do the work and the atniclure 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. II. however, the building or improvement is sold within one year of completion, the owrier-binhder 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 pngnct (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). [] lam exempt under Section. _Business and Professions Code for this reason: ' 1.1 personally plan to provide the maior labor and materials for construction of the proposed property improvement [I]Yes 2.I (ham lhave not) signed an application for a building permit for the proposed work. - - - - 3.1 have contracted With the following person (firm) to provide the proposed comisinirfion (include name address! phone lcontrsctoms license number) - 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supeivise and provide the major work (include name laddress! phone Icorttradiors' license nunther) - 5.1 will provide some of the work, but I have contracted (hired) the following persona to provide the work indicated (include name! address! phone type of work): PROPERTY OWNER SIGNATURE For Aviara Group LLC []tn' DATE December 21, 2016 0t7Q wool 000100 (®( 00(300()U(O1i 0WOOØ duaigove Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? lJYes LNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? (JYes E] No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? JYes (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. C3003?0ø0 0003 M0303V - I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lenders Name N/A - 1 Lenders Address NTi1.i _j oOooeo®o I certify that have read the application and state that the above Information is correct and that the infonnatlon on the plans is accurate. I agree to comply with all City ordinances and State laws relating to buifdingconstiuction. I hereby authorize representative of the City of Cartsbad 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. 051-1k An OSHA permit is required for excavations over 50' 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 orif the building or work authorized by such permit is suspended or abandoned at anytime after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANTS SIGNATURE For Lite Machines Corp: jj.2 1L/t-. DATE December 21, 2016 - . . -. .. STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commercial Projects Only) Fax (760) 602-8560, Email build ing()carisbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME ---. '- - ---- -- - ------.- OCCUPANT NAME r — ---- - --- - ADDRESS - -------'------ -.------ - - - - -----i BUILDING ADDRESS r- -------STATE, ZIP CITY STATE ZIP Carlsbad CA PHONE,, -.. -. --. ---.-- - - --. FAX EMAIL . - . .... -. - OCCUPANTS BUS. LIC. No. DELIVERY OPTIONS PICK UP: (1 CONTACT (Listed above) I'J OCCUPANT (listed above) r CONTRACTOR (On Pg 1) - -. ------ . . -. L . MAIL TO: CONTACT (Listed above) fl OCCUPANT (Listed above) L ]ASSOCIATED CB# t I Li CONTRACTOR (On P 1) - . - ... ... .. . NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: L - . . .. - -----. JCHANGE OF USE NO CONSTRUCTION L - APPLICANT'S SIGNATURE I - - - - - DATE Permit Type:'.'BLDG Commercial Application Date 12/21/2016 Owner AVIARA GROUP LLC Work Class Tenant Improvement Issue Date , 05/01/2017 Subdivision Status Closed Finaled Expiration Date 01/22/2018 Address 2222 Faraday Ave Carlsbad, CA 92008-7235 IVR Number:. 989 Scheduled Actual Inspection Type Inspection No. - - Inspection Status Primary Inspector - . Reinspection Complete Date Start Date - Checklist Item COMMENTS ' Passed BLDG-Building Deficiency' Install all door hardware, correct signage at No restroom BLDG Plumbing Final No BLDG Mechanical Final - No - BLDG-Structural Final - No BLDG Electncal Final Label all receptacles 'I- No 09/11/2017 '- 09/06/2017 BLDG-Fire FinI 033555-2017 Passed Cindy Wong - Complete - Checklist Item COMMENTS 'Passed FIRE Building Final Phase I Yes L 10/03/2017 10/03/2017 BLDG Final 036549-2017 Passed Andy Krogh Complete Inspection i Checklist Item COMMENTS Passed - H BLDG-Building Deficiency Phase one work only for this permit - Yes - ' BLDG Plumbing Final Yes BLDG Mechanical Final Yes BLDG Structural Final - Yes -' BLDG -Electrical Final Yes -4 I 4 I - 1 -Vt 1 A I I ' - . - - I - 4' , ',. 'I - -- - -V -- - - - .'- -' - - . - •44__• - - -' . 4- -I- V 4 I V I, - - - -. - -V V. -' . -- I ' • -- -. . , - r - •. I 'P -. V_4 October 03 2017 - '_ * Page 3 of 3 Permit Type BLDG Commercial Application Date 12/21/2016 Owner AVIARA GROUP LLC Work Class: Tenant Improvement 4 Issue Date: 05/01/2017 Subdivision: tatus: . - Closed -Finaled Expiration Date: 01/22/2018 Address:. 2222 Faraday Ave . . 0 Carlsbad, CA 92008-7235 IVR Number: 989 Scheduled . Actual Inspection Type Inspection No. Inspection Status Primary Inspector . Reinspection Complete Date Start Date Checklist Item COMMENTS . . Passed . * BLDG-Building Deficiency Should be rough combo, Ok phase 1 only. . Yes.. Phase 2 work by separate permit per . . . contractor. . BLDG14 . .. . ' 'i . No Frame Steel Bolting Welding J .s (Decks) P BLDG 24 Rough Topout No F - BLDG 34 Rough Electrical No r BLDG-44' No Rough Ducts Dampers - 07/24/2017 07/24/2017 - BLDG 85 T Bar' 02H69-2017 Failed . Michael Collins Reinspection Complete ' Ceiling Grids Overhead 0 ( 0 S . 0 . . . . . Checklist Item . S . .. COMMENTS . . . Passed BLDG Building Deficiency Should be rough combo ok phase 1 only. Yes Phase 2 work by separate permit per contractor. BLDG-14 No Frame-Steel-Bolting-Welding - (Decks) BLDG 24 Rough Topout No BLDG 34 Rough Electrical No 4. 1 BLDG-44 . -. .. No Rough Ducts Dampers 11 - 5- 4 ...' 07/25/2017 , 07/25/2017 . . BLDG-85 T-Bar, . 029688-2017 Passed .. - Michael Collins' '. . .. 00 Complete I Ceiling Grids, 1 Overhead Checklist Item COMMENTS Passed BLDG44 Yes 4 Rough-Ducts-Dampers - BLDG 14 ' Yes Frame Steel Bolting Welding (Decks) 4 ...... BLDG Building Deficiency I grid only, Phase 1 Yes BLDG Building Deficiency Should be rough combo Ok phase 1 only Yes Phase 2 work by separate permit per contractor. . - .'• . ' BLDG 24 Rough Topout .4 Yes BLDG 34 Rough Electrical Yes BLDG-14 0 . •0 . - No Frame -Steel-Bolting-Welding (Decks) . .. - 0 - '-,, . .• . - BLDG-24 Rough-Topout 0 - . . No 0 . . BLDG 34 Rough Electrical No BLDG-44 . , 0 . . , - No Rough-Ducts-Dampers 08/28/2017 08/28/2017 BLDG-Final 032927.2017 .- Failed Andy-Krogh ,• ' Reinspection- - Complete Inspection . .. - 0 • • . . 0 5 5 . . - •0 - .4' -M 0 . .,--.. 0 • October 03, 2017 . - - .4 - Page 2 of 3 Permit Type: BLDG-Commercial Application Date: 12/21/2016 Owner: AVIARA GROUP LLC Work Class: Tenant Improvement Issue Date: 05/01/2017 Subdivision: Status: - Closed - Finaled Expiration Date: 01/22/2018 Address: 2222 Faraday Ave Carlsbad, CA 92008-7235 IVR Number: 989 SheduIed Actual - - Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 05/02/2017 05/02/2017 BLDG-21 021833-2017 Passed Andy Krogh ' Complete Underground/Underf loor Plumbing . 05/03/2017 05/03/2017 BLDG-12 Steel/Bond 022192-2017 Passed Andy Krogh Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Slab repair - Yes BLDG-31 022064-2017 Passed Andy Krogh . Complete Underground/Condu - 4 , V ' it - Wiring - V 05/18/2017 05/18/2017 BLDG-14 023748-2017 . Partial Pass . Andy Krogh . Reinspection Incomplete - Frame/Steet/Bolting/ - Welding (Decks) . . . Checklist Item COMMENTS Passed S. V BLDG-Building Deficiency Roof extension framing Yes • BLDG-15 023749-2017 • Passed Andy Krogh V Complete Roof/ReRoof (Patio) 05/26/2017 05/26/2017 BLDG-84 Rough 024542.2017 Passed V Michael Collins Complete V V V Combo(14,24,34,44) Checklist Item COMMENTS . Passed V V BLDG-Building Deficiency Walls only at Phase 1 only. V Yes BLDG-14 V Yes V Frame-Steel-Bolting-Welding V ( V (Decks) V • V BLDG-24 Rough-Toput Super claimed to pour was done at V Yes V underground. No test provided. ' • V BLDG-34 Rough Electrical ' Yes V V 05/31/2017 05/31/2017 BLDG-16 Insulation 024832-2017 - Partial Pass Andy Krogh - . Reinspection V Incomplete Checklist Item COMMENTS • V Passed - V BLDG-Building Deficiency Partial as noted on card. V V ' Yes V -. V. •• . . V . VV V•• V. BLDG-17 Interior 024833-2017' V • Partial Pass Andy Krogh • . Reinspection Incomplete Lath/Drywall V V Checklist Item COMMENTS Passed BLDG-Building Deficiency Single side as noted on card V • Yes - -. 06/06/2017 06/06/2017 BLDG-33 Service 025489.2017 - Passed Andy Krogh • Complete - Change/upgrade - • BLDG-85 T-Bar, • 025367-2017 - Partial Pass! Andy Krogh V:V 'Reinspection Incomplete Ceiling Grids, V V • V V V V Overhead October 03 2017 . I - - / • Page 1 of 3 f GHOSTRIDER INC/,\ I - -IAny Where Any Time PH. 619-379-0735 (: -f Around the World, AroUnd the Cloc Fax 619-367-5791 \./ P.O. Box 2009 El Cajon, Ca. 92021 E-mail, Ghostriderincsbcglobal net - E-mail, ghostriderinc@_hotmail.com CLIENT Lite Machines - DATE 5/8/2017 ARCHITECT Ware Malcomb 6363 Greenwich Dr. # 175 San ENGINEER Prime Structural Engineer 13272 Jacaranda Blossom Dr. \ CONTRACTOR Pacific Building Group PROJECT Lite Machines ADDRESS 2222 Faraday Avenue CITY Carlsbad, CA 92008 JOB it Ghostr,der, Inc. BUILDING PERMIT/DSA/OSHPD# CBC2016-0088 PLANFILE# NotApplicable W 0 Not Applicable Epoxy All-thread Concrete, PSI: U Unknown/Existing Approved Plans Available Epoxy Type: U Hilti RE500V3 (ESR 2322) Compressed Air Blow,Brush,Blow Batch Number: U 1723081-3, Exp. 03/2018 Bottle Brush Nylon 1/2" Dia. Threaded-Rod: it 14" Dia. (Stainless) Edge Distance U 1 %" Concrete Temp: it 66 Degrees . Safety Gear: Hard hats,Glasses Weather Sunny Bright Code: C.B.C. 2013 REMARKS: Inspected epoxy all-thread of added anchor bolts for the cornice bolted to the existing concrete walls on the Roof. Contractor used 1/2" Dia. (Stainless) all-thread. Contractor drilled 5/8" Dia. X 4" deep holes. Contractor used cleah dry compressed air & a nylon bottle brush to clean holes. Holes were filled and rods installed. Work on project is ongoing. RECE!VEO MAY 182017 CITY OF CARLSBAD BUILDING DIVISION ERTIF!CATION OF COMPLIANCE.- T6 t hb lies ih isätidibtàitiãilj n,,hiith approved lansspécificotióFiiG applicable sections of the building codes. For this report to be valid it must have a/ma! report, signed by the special inspector, stating "Final Report of inspection and material testing' Without afinal report this document is invalid. This re art covers the locations of the work reported only and doesn't constitute engineering opinion or project control. Time in Time out: Siinature 4 . [ylorWhite Authorization: THE DEPUTYS i••• & San Diego #1287: This is not a government form. The Federal, State. County and City seals only signily that inspetitns ad'cnductLu under Federal. State. County and City Codes (2010 C-B.C.). This document is not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes. - - W.G.A.S.A. Inc. /Ghostrider, inc. 01-2008. Rev. (17) 10/12/2011 GHoSTRIDER INC,.:\ - Any Where, Any Time PH. 619379-0735 Around the World, Around the Cloc Fax 619-367-5791 P.O. Box 2009 El Cajon, Ca. 92021 E-mail, Ghostriderincsbcglobal.net E-mail, ghostriderinc@hotmall.com CLIENT Lite Machines Corp. DATE 5/5/2017 ARCHITECT Ware Malcomb 6363 Greenwich Dr. It 175 San ENGINEER Prime Structural Engineer 13272 Jacaranda Blossom Dr. CONTRACTOR Pacific Building Group PROJECT Lite Machines ADDRESS 2222 Faraday Avenue CITY Carlsbad, CA 92008 JOB # Ghostr,der, Inc. Casderftwwwrel Rim Ram IRecde BUILDING PERMIT/DSA/OSHPD# CBC2016-0088 PLANFILE# NotApplicable W.O.# Not Applicable lIiI[1]t iIL1;W Ii Nliir Struc. St. Welding Concrete, PSI: It Unknown/Existing Approved Plans Available Hilti KB-TZ Anchors Anchor Bolts: It Hilti KB-TZ (ESR 1917) Compressed Air N/A Concrete Temp: fi 66 Degrees Bottle Brush N/A Steel, Box Tube: It A-500 Edge Distance Approved Steel, Plate: It A-36 A.W.S. D1.1 W.Q.R & P.Q.R. Electrode: It E71T-8 A.W.S. Group It It Group II Cdde: C.B.C. 2013 1 Electrode Storage Wire Storage REMARKS: Inspected installation of 1/2" Dia. & 5/8" Dia. Hilti KB-TZ (Carbon Steel / Stainless Steel) anchor bolts (ESR 1917) for the steel box tube bolted to the existing concrete wall according to (Detail 17/S2). Contractor drilled '/" Dia. X 5" deep holes for the Vertical Plane and 5/8" Dia. X 4 1,4" deep holes for bae plate anchors. Contractor cleaned them with compressed air; anchors were installed with a hammer and torqued with calibrated torque wrench. Inspected (field) welding for the section mentioned above. Welders are using a low-hydrogen (F.C.A.W.) welding process on projects weldments. Weldrs have current "Welder Qualification Records" and "Procedure Qualification Records" .per the requirements of the "American Welding Society". D1.1. Work on / project is ongoing. RECE!VED not used for advertising, marketing or promotions. This document is used to'ë&nvey compliance with the odei W.G.A.S.A. Inc. /Ghostrider, Inc. 01-2008. Rev. (17) 10/12/2011 EsGil Corporation In Partners/lip with government for VuiIuing Safety DATE: 4/24/17 JURISDICTION: City of CaE1sbrad1 PLAN CHECK NO.: CBC2016-0088 SET: IV PROJECT ADDRESS: 2222 Faraday Ave PROJECT NAME: Lite Machines - TI O APPLICANT ,JURIS. 7 C] PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Lii The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El 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. LI 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. LI EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted: Telephone #: Date contacted: (by:— Email: Mail Telephone Fax In Person LII REMARKS: By: Kurt Culver Enclosures: EsGil Corporation El GA El EJ El MB El PC 4/18/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsG ii Corporation In Partnership with Government for Building Safety DATE: 416 /17 JURISDICTION: City of Carlsbad PLAN CHECK NO.(tC2016-0088 SET: III eJ LICANT URIS. ' U PLAN REVIEWER U FILE PROJECT ADDRESS: 2222 Faraday Ave PROJECT NAME: Lite Machines - TI LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LII The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. LI 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. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: LI 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: Paul Arlton,c Telephone #: 765-532-9399 Date contacted: 'tp (bJ<J) Email: paularlton@litemachines.com QMaiI'f, TeIephone- Fax In 1yerson c.c 1L&€ tjci-r cowd7 LI REMARKS: By: Doug Moody (by KC) Enclosures: EsGil Corporation C] GA LI EJ El MB [I PC 4/3/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2016-0088 4/6/17 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring two corrected sets 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 until review by EsGil Corporation is complete. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 10. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. Please clarify the plans. Sheet AO.4c now shows a new, pedestrian ramp yet the slope is not shown. If greater than 5% revise the plans to show the required handrails. THAT WHICH IS SHOWN ON THE PLANS IS NOT CURB RAMP. THE CURVED PATH IS PEDESTRIAN RAMP AND THUS REQUIRES HANDRAILS AND COMPLYING LANDINGS. 12. At least one side partition at the accessible water closet(s) must have a toe clearance of at least 9" (unless the stall width is increased to 66"). Section 11 B-604.8.1.4. The women's stall does not comply. BOTH STALLS MUST BE 66" WIDE, DUE TO THE ENCROACHMENT OF THE WALL THE PROVIDES FOR THE RECESSED PORTION. City of Carlsbad CBC2016-0088 4/6/17 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. 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: Yes El No U 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 Doug Moody (by • KC)at Esgil Corporation. Thank you. EsGil Corporation In tpartnersliip with Government for Building Safety DATE: 2/14/17 JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2016-0088 SET: II PROJECT ADDRESS: 2222 Faraday Ave PROJECT NAME: Lite Machines - TI D.APPLICANT ,d JURIS. IJ PLAN REVIEWER IJ FILE El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El 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: El 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: Paul Anton Telephone #: 765-532-9399 ate contacted: './f4(byVl)- Email: paularlton@litemachines.com aiI (1ci)n) Fax In Person F-1 REM AR'1& By: Doug Moody Enclosures: EsGil Corporation LIGA LIEJ LIMB 171 PC 2/7/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad C2016-0088 2/14/17 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2 2. Bring two corrected sets 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 until review by EsGil Corporation is complete. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.1(1) and 307.1(2) possible. The building official requires a technical report to identify and develop methods of protection from hazardous materials. Section 414.1.3. No technical report was provided? The description of the activities indicates the use of Class lB flammable liquids. Please provide a technical report to identify all processes and materials and the method mitigating the hazardous conditions. Provide a section view of all new interior partitions. Show: Method of attaching top and bottom plates to structure. (Please revise the spacing of the studs used for lateral bracing to4' on center or provide calculations to show the 8' spacing adequate). Please correct details 3 and 4 on sheet A8.1 to be consistent with detail 8 on A8.1 Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. C) Please provide complete plans and details for the glazed partitions. Please complete detail 25 on sheet A8.2 to show the method of lateral bracing the glazed partition so a hinged condition will not occur at the glazing connection and indicate on the detail how the glazing will be attached to the top and bottom plates? 4. Please clarify the sections 16 and 20 views of the new soffits. Show: City of Carlsbad C2016-0088 2/14/17 Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be [CC approved". Method of attaching top to the structure and lateral bracing. Please complete details 16 and 20 to show the connection to the roof structure. 6. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 107.2. Please revise the special inspection note on the cover sheet to now include Epoxyanchors. 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 REQUIRED? REMARKS FIELD WELDING . YES 7. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roäf Mounted Equipment to the plans. Please review and imprint the Building Department requirements and not just the Planning requirements. 10. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any : pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. please clarify the plans sheet AO.4c now shows a new pedestrian ramp yet the slope is not shown if greater than 5% revise the plans to show the required handrails. 11. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 11B-604: a) • The compartment shall be a minimum of 60" wide. Also, there shall be provided a clearance of at least 59" in front of the waer'cIoset for floor- mounted water closets (56" for wall-mounted water closets). Neither stall complies. 12. At least one side partition at the accessible water closet(s) must have a toe - clearance of at least 9" (unless the stall width is increased to 66"). Section 11 B- 604.8.1.4. The women's stall does not comply. . The structural reconfiguration of the entry and not roof structure are an alteration to the building envelope, please provide the required ENV forms. City of Carlsbad C2016-0088 2/14/17 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. 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: Yes No U 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 Doug Moody at Esgil Corporation. Thank you. r—b%211 I.#UI pulilLiull In cPartnersliip with Government for Building Safety DATE: 1/6/17 LI PPLICANT ,iIRIS. JURISDICTION: City of Carlsbad LI PLAN REVIEWER LI FILE PLAN CHECK NO.: C2016-0088 SET: I PROJECT ADDRESS 2222 Faraday Ave PROJECT NAME: Lite Machines - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes: The plans transmitted herewith will substantially comply with the jurisdiction's 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: Eli 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: Paul Arlton Telephone #: 765-532-9399 Date contacted: \ U' (by.'\C_.) Email: paularlton@litemachines.com \'aiI J(eIephone Fax in Person REMARKS By: Doug Moody Enclosures: EsGil Corporation E GA 11 EJ LI MB LI PC 12/27/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560 1468 • Fax(858)560 1576 City of Carlsbad C2016-0088 1/6/17 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: C2016-0088 OCCUPANCY: B/Fl/Si TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 21/21/16 DATE INITIAL PLAN REVIEW COMPLETED: 1/6/17 JURISDICTION: City of Carlsbad USE: Office/Manufacturing/Storage ACTUAL AREA: 8620sf STORIES: 1 HEIGHT: OCCUPANTLOAD: 126 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/27/17: PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): , * This plan review is limited to the technical requirements contained in the California version of the International 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 2013 CBC, which adopts the 2012 IBC. 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. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any 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. - I -- City of Carlsbad C2016-0088 1/6/17 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring two corrected sets 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 tothe 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 until review by EsGil Corporation is complete. * Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 2. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.1(1) and 307.1(2) possible. The building official requires a technical report to identify and develop methods of protection from hazardous materials. Section 414.1.3. 3. Provide a section view of all new interior partitions. Show: Method of attaching top and bottom plates to structure. (Please revise the spacing of the studs used for lateral bracing to 4' on center or provide calculations to show the 8' spacing adequate). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Please provide complete plans and details for the glazed partitions. 4. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.3 • d) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. • e) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position. And where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 5. Please clarify the sections 1.6 and 20 views of the new soffits. Show: - I - - City of Carlsbad C2016-0088 1/6/17 Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval-number or indicate "to be ICC approved". Method of attaching top to the structure and-lateral bracing. Show height of the soffit from floor, soffit to roof framing or floor framing. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 107.2. . 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 REQUIRED? REMARKS FIELD WELDING YES Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. Please complete the LTI 01 part of 6 forms to show the installed lighting consistent with the lighting plans. Show the floor drain trap seal primer location of the water line plans. UPC Section 1007.0 (floor drain trap priming). Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 1.1 B-202.4: The area of specific alteration, repair or addition must comply as 'new" construction. A. primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. - -• The path of travelshall include the existing parking. Existing toilet and bathing facilities that serve the remodeled area must be ,shown to comply with all accessibility features. Please address the following comments that are the result of the alterations. 10. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps; walks, handrails, provide dimensioned parking stall details etc. . City of Carlsbad C2016-0088 1/6/17 11. Show that at least one water closet fixture, located in a. compartment, shall provide the following, per Section 11 B-604: The compartment shall be a minimum of 60" wide. Also, there shall be provided a clearance of at least 59" in front of the water closet for floor- mounted water closets (56" for wall-mounted water closets). One side of the water closet shall provide 17" - 18" from the centerline of the water closet to the adjacent compartment wall. C) For water closet compartments having -opening doors, compliance with the following figure must be shown on the plans. The door shall be in the partition farthest from the water closet and shall be 4" maximum from the front partition Please address the following specific concerns i) The Men's compartment. . FIGURE 118-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR 12. At least one side partition at the accessible water closet(s) must have a toe clearance of at least 9" (unless the stall width is increased to 66") Section 11 B- 604.8.1.4. 13.. If showers are proposed, show or note compliance with the following requirements, per Section 11 B-608: . Size and Clearance. Accessible showers shall comply with one of the following: . i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11B-608.2.2. Threshold in roll-in type showers shall be 1,/2 inch in high maximum. I City of Carlsbad C2016-0088 1/6/17 Where within the same functional area, two or more accessible showers are provided, there shall be at least one shower constructed opposite hand from the other or others (i.e., one left-hand control versus right-hand control). Section 11 B-213.3.6. Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The controls shall be on the back Wall, adjacent to the seat, and the center line of the controls shall be located 39" - 41" above the shower floor. A flexible hand-held shower unit is required with at least a hose 59 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. The floor slope shall be a maximum of 1:48 in any direction. Where drains are provided, the grate shall have openings 1/4 inch maximum and located flush with the floor surface. Indicate on the plans a folding seat, located on the wall adjacent to the controls, 18" above the floor andshall not extend more than 6 inches from the wall. . Grab bars shall be. located, per Section 608.3: On the back wall and the side wall opposite the seat. Mounted ~33" but :536" above the shower floor. Grab bars shall not extend into that portion of the wall over the seat. I) The soap dish when provided shall be located on the control wall :540" above the shower floor and within reach limits from the seat. 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. 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: Yes L3 No U 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 Doug Moody at Esgil Corporation. Thank you. , BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 8620 46.51 . 400,916 Air Conditioning Fire Sprinklers TOTAL VALUE 400,916 City of Carlsbad C2016-0088 1/6/17 (DO NOT PAY— THIS IS NOT AN INVOICE) * VALUATION AND PLAN CHECK FEE / JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2016-0088 PREPARED BY: Doug Moody DATE: 1/6/17 BUILDING ADDRESS: 2222 Faraday Ave BUILDING OCCUPANCY: B/Fl/Si Junsdction Code 1cb IBY Ordinance Bldg. Permt Fee by Ordnance I $1,694.61 1 Plan Check Fee by Ordinance V $1,101.501 Type of Review: Complete Review . Structural Only t. ElllRepetibve Fee Other Repeats Hourly Hr. @ * EsGil Fee Comments: jnadd,itioftt6 thè:àbOVe.fëéan add i )1Lreeny Sheet of 1 macvalue.doc + _1 I, STRUCTURAL. CALCULATIONS Lite Machines Tenant Improvement Carlsbad, CA Plan Check Re-submittal #2 Additional Structural Calculations for New 6'x6' Window Opening 4 2K16-120 SHEETS B-lthruB-11 V. cIvo- PRIME STRUCTURAL ENGINEERS 13272 Jacaranda Blossom Dr. Valley Center, California 92082 Tel (760) 751-3300, O'SiL14-12 st-6 a STRUCTURAL D'._________ ENGINEERS St: B SEISMIC DESIGN CRITERIA . PROJECT #: CBC 2016 . 21<16-120 Risk = . 2 T.1604.5 Importance Factor, I = 1.00 ASCE7 T.1.5-2 Structure Type = OTHER ASCE7 T.12.8-2 CT= . 0.020 0.750 ....... . ............. ................................................................. . . intermediate [1 Response Mod. Factor, R = 4.00 ASCE7 T.12.2-1 System Overstrength Factor, Q = 2.50 ASCE7 T.12.2-1 Deflection Amplification Factor, Cd = 4.00 . ASCE7 T.12.2-1 Site Class [i1 . . ASCE7 T.20.3-1 Spectral Response, Ss 1.067 g Spectral Response, S1 77 ' 0.412 g Site Coefficient, Fa = 1.073 Site Coefficient, Fv = 1.588 . . Soil Modified, SMS = FaS5 1.145 , Eq. 16-37 Soil Modified, SM1 =FS1 0.654 , . . . Eq. 16-38 Design Spectral Response Acceleration Parameters (at 5% Damping): At Short Periods, SDS = % Sms = 0.763 , . Eq. 16-39 At 1-second Period, SW =V3 Sm1 = 0.436, . Eq. 16-40 To = 0.25D1 1SD5 = 0.114 sec • . ASCE7 11.4.5 T5 = SDI/SD = , 0.571 sec , ASCE7 11.4.5 TL = ' ' . 8.000 sec ASCE7 Fig. 22-12 F = 0.40Sl W 0.1W 0.305 * ASCE7 12.11.1 ' Seismic Design Category = • D ' • ' T. 1613.3.5 . Structural Limitations* = 40 ft ,. ASCE7 T.12.2-1 * Increase in height to 45 ft is permitted for single story storage warehouse facilities. • , i-rc.iiviii JOIJ:ZK16-1fO STRUCTURAL DATE: 03-17 ENGINEERS SHT:_B-2 - 1. L.LJW.L.LJ • STRUCTURAL DATE: o3-17 ENGINEERS SHT:_B-3 Strongback 2/27/17 2K16-120 (8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAN(s1p9v1a0b4148T (6.43) (8U - SPAN LENGTH = 14.33 ft (Simple Span) - UNIFORM LOADS (k/ft & ft) wd wi Xl - X2 0.025 0.000 0.00 14.33 0.074 0.000 0.00 3.00 0.074 0.000 9.00 14.33 V REACTIONS (k) - LOAD LEFT RIGHT Dead 0.451 0.523 Live 0.000 0.000 Total 0.451 0.523 - MAXIMUM FORCES - - V,max = 0.523 k @ 14.33 ft Vd max = 0.523 k ® 14.33 ft M max = 1.384 kft ® 9.04 ft Nd max = 1.384 kft ® 9.04 ft • DEFLECTIONS (El = kin-2) • LOAD Defi (in) X (ft) - Total 52099/El 7.37 Live 0/El 0.00 Dead • 52051/El midspan V TOTAL Def 1 El L / 180 54534 - L/240 72713 L / 360 109069 V STRUCTURAL I ENGINEES Sht: 3-4 RECTANGULAR/SQUARE HSS - SUBJECT TO FLEXURE AND AXIAL FORCE .(LRFD DESIGN PER ANSI/AISC 360-05) DESCRIPTION: 2K16-120 Strongback DESIGN PROPERTIES: Shape = HSS4X4XI/4 E = 29000 ksi k = 1.00 IX= 7.8 i n F= 46.00 ksi k= 1.00 Z= 4.69 in3 A= 3.37 in2 L= 14.33 ft S,= 3.9 d = 4.00 in L= 14.33 ft r= 1.52 b = 4.00 in (KUr)= 113.13 t.design= 0.233 in (KLir)= 113.13 I,= 7.8 in bit = 14.20 Z,= 4.69 in3 h/t = 14.20 Stress Increase = 1.00 S = . 3.9 28.12 HSS, c= 0.9 r = 1.52 Arf= 35.15 HSS, 4)b = 0.9 60.76 Arw = 143.12 MAJOR AXIS: MINOR AXIS: COMPACT FLANGE . COMPACT FLANGE F , e4 H H COMPACT WEB COMPACT WEB• u APPLIED LOADS: P3 ,e Loads applied shall be in LRFD Add'l Loads: DL LL e Axial, P = 0.000 k P1 = 0.00 k 0.00 k 0.00 in Bending, M = 1.38 k-ft = 16.61 k-in (+ in 3-1 Direction) P2 = 0.00 k 0.00 k 0.00 in Bending, M = 0.00 k-ft = 0.00 k-in (+ in 4-2 Direction) P3 = 0.00 k 0.00 k 0.00 in P4 = 0.00 k 0.00 k 0.00 in CAPACITY: = cPn = 58.98 k (Interpolate AlSC Table 4-3) M= bMnx= 16.18k-ft= 194.17k-in . (See AlSC Table 3-12&3-13). Mcy = bMny = 16.18 k-ft = 194.17 k-in • (See AISC Table 3-12 & 3-13) INTERACTION: Mr/Mc = 0.09 <1 HSS4X4XI/4... OK! / 4 ¼ JV STRUCTURAL DATE 03 17 r B-5" www.hilti.us . Profis Anchor 2.7.2 Company: Page: 1 Specifier: Project: 2K16-120 Lite Mach Address: * Sub-Project I Pos. No.: Strongback Conn - Phone I Fax: I Date:. 2/27/2017'. -, E-Mail: Specifiers comments .4 Anchor type and diameter Kwik Bolt TZ CS 1/2 (3 114) Effective embedment depth: h8i31 .3.250 in., hnom = 3.625 fl. Material Carbon Steel Evaluation Service Report ESR 1917 4. Issued I Valid: - 6/1/2016 1 5/1/2017 . . - Proôf: . Design method ACI 318-14/ Mech. Stand-off installation: - - . e44 = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate:. I, x l, x t.= 3.000 in. x 3.000 in. x 0.250 in.; (Recommended plate thickness: not calculated Profile: - . no profile - Base material: - cracked concrete, 3000, f0' = 3000 psi; h =6.500 in. Installation: hammer drilled hole, Installation condition: Dry - Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present •' - 4, • 4. . 4 . . . r. . edge reinforcement: none or < No. 4 bar - - 1 Seismic loads (cat C D E or F) Tension toad yes (17.2.3.43 (b)) 4P44 Shear load yes (17.2.3.5.3 (a)) .4. - . . Geometry [in.] & Loading [lb, in.lb] .34, 40 ov .4 445• .. * 44 . ... I * . . - . . T , - •..• ,' ,- .. * - - . - .- )4' '4 4. 1 .. a di S Ow .4 ...• 4 t . . 4 -. .44 -' . .4 •, * .. X -' - , - input data and results must be checked for agreement wiih the existing conditions and for piausibiFtyi * PR0F15 Anchor ( c ) 2003-2009 Hill AG. FL-9494 Schaan Hilti is a registered Trademark of HIll AG, 5c1raan * • . - . - * .; S. - -. • . 4 - - • • -: - 4 - 4 4 * - /W STRUCTURAL DATE '03-17 - jV49 N SHT: B-6 www.hiltius Profis Anchor 2.7.2 Company: Page: 2 Specifier: Project: 21<16-120 Lite Mach Address: Sub-Project I Pos. No.: Strongback Conn Phone I Fax: Date: 2/27/2017 E-Mail: . 2 Load case/Resulting anchor forces S . Load case: Design loads Anchor reactions (lb] . Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 523 523 0 max. concrete compressive strain: max. ccncret&compressive stress: - [psi] - resulting tension force in (x/y)=(0.000I0.000): 0 [lb] resulting compression force in (x/y)(0.000/0.000): 0 (lb] 3 Tension load - Load N5 [lb] Capacity 0 N [lb] Utilization ON = N5J+ N Status iStrength* N/A N/A N/A - N/A Pullout Strength . N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A * anchor having the highest loading ?anchor group (anchors in tension) Input data and results must be checked for agreement with the existing conditions and for ptausibilityt PROFIS Anchor ( C) 2003-2009 Ftlttl AG, FL-9494 Schaan Hti is a registered Trademark of Hid AG, Sthaen . • - FV. STRUCTURAL DATE: 03117 B-7 • www.hilti.us Profis Anchor 2.7.2 Company: S Page: 3 Specifier: Project: 21(16-120 Lite Mach Address: - Sub-Project I Pos. No.: Strongback Conn Phone I Fax: I Date: 2127/2017 E-Mail: V .5 4 Shear load • Load V5a [lb] Capacity On fib] Utilization g = Vue/0 V, Status Steel Strength 523 3572 15 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength" 523 7638 7 OK • Concrete edge failure in direction x+ 523 5491 10 OK • * anchor having the highest loading **anchor group (relevant anchors) V * 4.1 Steel Strength V5 .eq =ESRvalue refer to ICC-ES ESR-1917 V V 4t Vsteet Vua V ACI 318-14 Table 17.3.1.1 V V V V Variables V V V V Asev[in.2]futa [psi] V 0.10 106000 V • Calculations V Vsa,crq[lb] 595 V V V Results V Vsa.eg_[Ib]_. (It steel (It nonduCifie Vs. [lb] _Vua[Ib] V 5495 0650 1.000 3572 523 V 4.2 Pryout Strength = 91 ed.N 4I c,N 91 cp.N Nb] ACI 318-14 Eq. (17.5.3.1)ANO V. V VIP L. Vus ACI 318-14 Table 173.1.1 V V V V ANc see ACI 318-14, Section 17.4.2.1, Fig. R 174.2.1(b) V V V A = 9 h . ACI 318-14 Eq. (17.4V2V1C) V • • 'Vec,N (1 2e) 15 1.0 ACI 318-14 Eq. (17.4.2.4) V V V V •. V V 9) W.N = 0.7 + 0.3 (a) ~ 1.0 ACI 318-14 Eq. (1 7.4.2.5b) cjimin V V V - )Pcp.N = MAX(. 51.0 • ACI 318-14 Eq. (17.4.2.7b) Nb k0 • ACI 318-14 Eq. (17.4.2.2a) V Variables V V kcp _h6 [in.] _eCl,N[in.]eC2N [in.]c 5 [in.] . V 2 3.250 0.000 0.000 10.500 V V l)c.N c)1 [in.] ______V l[psi] V V 1.000 7.500 17 1.000 3000 , V ) . V • Calculations - Atd [in.2]ANCOEin.21 - 91 ecl.N 91 N ee2. __Ved.N 91_cp.N Nb[Ib] * 1 95.06 V 95.06 1.000 1.000 1.000 V 1.000 5455 V Results - . Vcp (Ib] . 4) concrete 41 seismic • 4t nonductile 4) Vcp [lb) Vuo [lb] S 10911 0.700 1.000 1.000 7638 523 V Input data and results must be checked for agreement with the existing conditions and for plausibility) PROF)S Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaao Hilti is a registered Trademark of 1-lilti AG, Schaun ' www.iiIti.us Company: Specifier: Address: Phone I Fax: E-Mail: STRUCTURAL DATE: 03-17 IT: Profis Anchor 2.7.2 Page: 4 Project: 21<16-120 Lite Mach Sub-Project I Pos. No.: Strongback Conn Date: . 2/27/2017 4.3 Concrete edge failure in direction x+ Vch = 45 ed,V 45 c,V 4! CV 95 paratlal,V Vb ACI 318-14 Eq. (17.5.2.1a) - 4t Vcb~ V40 ACI 318-14 Table 17.3.1.1 Av4 see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(6) A g =4.5c 1 ACI 318-14 Eq. (17.5.2.1c) 1.0 4lec,V = (1 Ac, 318-14 Eq. (17.5.2.5) \ 3c8 / ti, ed,V = 0.7 + 0.3(-—) 1.0 ACt 318-14 Eq. (17.5.2.6b) IV h.v = 1.0 ACI 318-14 Eq. (17.5.2.8) )0,2 'I2) ?a Vb = (7 cl. ACI 318-14 Eq. (17.5.2.2a) Variables cal [in.] c [in.] ecv [in.] 111 CN h0 [in.] - 16.000 10.500 0.000 1.000 6.500 'e [in.] ?. d4 [in.] 1, f'c [psi] 95 parallet,V 3.250 1.000 0.500 3000 1.000 Calculations - A 4 [in .2] Asj [in .2) U) ec.V 91 ed.V - . 54/ CV Vb [l13] 224.25 1152.00 - 1.000 0.831 1.922 25229 Results . VOb [lb] 41 concrete ii) seisnc 4 nonductile 41 Vcb Fib] V, [Ib] 7845 0.700 1.000 - 1.000 5491 523 5 Warnings . The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for.agreement with the existing conditions and for plausibility! Condition A applies when supplementar? reinforcement is used. The 0 factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Refer to the manufacturer's product literature for cleaning and installation instructions. Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! - An anchor design approach for structures assigned to Seismic Design Category C, 0, E or F is given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3(b), Section 17.2.3.4.3(c), or Section 17.2.3,4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3(b), or Section 17.2.3.5.3 (c). Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment Section 17.2.3.4.3(d)! Section 17.2.3.5.3 (C) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by roo. Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPh). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! - • PROFIS Anchor (C) 2003-2009 HiS AG, FL-9494 Schaan Hilti is a registered Trademark of HiS AG. Schaan - cn 0 T 24-4 20. 13 N - LL - - - _'-. --- - .1. '- _ 1 -- - - ar Ni . Lv r y. t JL I I - r r I\I it I - I I -- - - t tpi- - I kA i ... I "--._(.-'--4-- I - 1 01 Ii 1 — 1 - - 1 — —V. — I_ ) I II II — i I -- - — j H I — - - - , II I — L - - H 71 Li .., r- l — -- — I I LJI l I /.'j - I I _ I -- I — -i -- F II I 1 •_•__•__•7I___ 1 1 -- STRUCTURAL CALCULATIONS Lite Machines Tenant Improvement Carlsbad, CA Plan Check Re-submittal Additional Structural Calculations 2K16-120 SHEETS A-i thru A-22 oESSIo4, V. O~'C A L 0~- VZ PRIME STRUCTURAL ENGINEERS 13272 Jacaranda Blossom Dr. Valley Center, California 92082 Tel (760) 751-3300 CBC20I6-0088 2222 FARADAY AVE LITE MACHINES: SHELL TO 2,294 SF OF R&D, 1,044 SF OF WAREHOUSE, 5,462 SF OFFICE 2122600300 21312017 CBC20I 6-0088 I i-'- I_-fl E7 rLtc-t-tt r-'%., • ft 'PRIME JOB:2K16-120 STRUCTURALDATE:_01/17 ENGINEERS SilT:_A-i C NEW NOPr FRAMINO PISJ o . - 7pF. I—ft7" 12- i7 Fkc, .i S :- 4 )'A- 7i vc) X/ e i 11 • - ôJ'L-'7 a. I. • . F'1'C1MJi JOB-120 V" STRUCTURAL DATE: 01/17 JS SilT: A-2 J-1 @ 16" . . 2K16-120 - (8U(s1p12v1s0b4148TEEAM ANALYSIS PROGRAM(s1p9v1s0b4148T • (6.43) (8U SPAN LENGTH = 20.00 ft LEFT. CANT— 0.00 ft RIGHT CANT = 5.83 ft UNIFORM LOADS (k/ft & ft) . wd wi Xl - X2 0.012 0.027 0.00 25.83 POINT LOADS (k & ft) Pd P1 X 0.200 0.000 25.83 REACTIONS (k) LOAD LEFT . RIGHT Dead 0.051 0.459 Max : Live 0.267 0.445 Total 0.318 . 0.903 Mm Live -0.023 0.000 Total . 0.029 0.459 MAXIMUM FORCES V max = 0.478 k @ 20.00-ft N max = 1.309 kft @ 8.23 ft M =in = -1.824 kft @ 20.00 ft Md min = -1.371 kft @ 20.00 ft M = 0 kft @ 4.80 ft DEFLECTIONS (El = kin'2) LOAD Defl (in) X (ft) Total 80886/El 9.10 114811/El R.C. Live 96012/El 10.00 -89606/El R.C. Dead -16016/El midspan 77654/El R.C. Main Span Cant. TOTAL Defi El El L / 180. 60665 147622 L / 240 80886 196829 ,L / 360 121329 295244 LIVE Def1 El El L / 240 96012 153619 L / 360 144018 230429 L'/ 480 192024 307238 ,. 1. L L.LVL.LI dViiLVIULU STRUCTURAL DATE: 01/17 ENGINEERS sBT:_A3 25/17 J-1 @ 16" - 2K16-120 (8U(a1p12v1S0b4148TBEAM DESIGN PROGRAM(s1p9V1S0b4148T , (6.43) (8U(s Right Cant Lu = 5.83 ft Brace Spacing = 5.83 ft Beam Braced @ Supports Poe. Moment Lu = 1.00 ft Brace Spacing = 1.00 ft Actual : 1.5" x 11.25" #2 ----------------------- Douglas Fir-Larch (N) STRESSES (psi) Shear @ 'd' : V = 0.44 k @ 19.06 ft. Max. Shear Fv = 119 fv = 39 33 % Main Span Fb' = 1793 fb = 496 28 % Right Cant Fb' = 1138 fb = 692 61 % Live LDF = 1.25, .Le = 1.87 x Lu Repetitive Use Member DEFLECTIONS (in) (E = .1700 ksi) • Total: Main Span = 0.27 = L I 898 Right Cant 0.38 = L / 369 Live : Main Span = 0.32 = L / 756 Right Cant = -0.30 = L I 473 Dead :Midspan = -0.05 • Right Cant = 0.26 4• / ST ENGINEERS SilT:_A-4 J-2 ® 16" 0 01/25/17 2K16-120 (8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAM(a1p9v1s0b4148T (6.. 43) (8U SPAN LENGTH = 10.50 ft LEFT CANT = 0.00 ft RIGHT CANT = 5.83 ft UNIFORM LOADS (k/ft & ft) - wd wi Xl - X2 0.012 0.027 0.00 16.33 POINT LOADS (k & ft) Pd P1 X 0.200 0.000 16.33 REACTIONS (k) LOAD LEFT RIGHT Dead -0.068 0.464 Max Live 0.140 0.339 Total 0.072 0.802 Mm : Live -0.043 0.000 Total -0.111 0.464 MAXIMUM FORCES V max = 0.426 k @ 10.50+ft N max = 0.068 kft ® 1.87 ft' N min = -1.824 kft @ 10.50 ft Md mm = -1.371 kft ® 10.50 ft (M<0 full span) DEFLECTIONS (El = kin-2) LOAD Defi (in) X (ft) Total -19126/El 6.21 91061/El R.C. Live 7294/El 5.25 -4 22675/El R.C. Dead -13040/El midspan 68386/El R.C. Main Span Cant. TOTAL Defi El El 0 L / 180 27323 117085 L / 240 36431 156113 L / 360 54647 234170 LIVE Def 1 El El L / 240 13893 38873 L / 360 • 20840 58310 L / 480 27786 77746 0 .L IVLJ.VL&J dUJJ'UL.J STRUCTURAL DATE: 01/17 - MIS ENGINEERS SilT:_A-5 J-2 ® 16" 01/25/17 2K16-120 (8U(s1p12v1s0b4148TBEAN DESIGN PROGRM4(s1p9v1s0b4148T (6'.43)(8U(;3 Right Cant Lu = 5.83 ft Brace Spacing = 5.83 ft Beam Braced ® Supports Poe. Moment Lu = 1.00 ft Brace Spacing = 1.00 ft Actual : 1.5" x 11.25" #2 ---------------------- Douglas Fir-Larch (N) STRESSES (psi) Shear ® 'd' : V = 0.39 k @ 11.44 ft Max. Shear Fv = 119 fv = 35 29-% Main Span Fb' = 1793 fb = 26 1 %. Right Cant Pb' = 1138 fb = 692 61 % Live LDF = 1.25, Le = 1.87 x Lu Repetitive Use Member DEFLECTIONS (in) (E = 1700 ksi) Total: Main Span = -0.06 = L /1993 Right Cant = 0.30 = L. / 465 Live Main Span = 0.02 = L /5227 Right Cant = 0.07 = L /1868 Dead Midapari = -0.04 Right Cant = 0.23 A\ PIIMEjoi:2K16-12O 81RUCURM .ii_____ ENGINEERS SliTt WINE LOAD CALCULATION: ENVELOPE PROCEDURE (ASCE 7-10 §28.2) MAIN WIND-FORCE RESISTING SYSTEM End sed Low-Rise Building (ASCE 7-10 §28.2.1) PROJECT DESCRIPTION: 2K16-120 Lite Machines DESIGN CRITERIA: BASIC WIND SPEED, V (ASCE 7-10,26.5.1) DIRE CTIONALITY FACTOR, K,3 (ASCE 7-10, T.26.6-1) IMPORTANCE FACTOR, I EXPOSURE, (ASCE 7-10,26.7.3) VEL CITY PRESSURE EXPOSURE COEFF., K (ASCE 7-10 T. 30.3-1) TOPOGRAPHIC FACTOR, KZT (ASCE 7-10 §26.8) ]KZT d 1.0 WILL BE USED, STRUCTURE IS NOT NEAR A RIDGE OR ESCARPMENT] MEAN ROOF HEIGHT RO(. F PITCH LEAT HOR)Z. DIM. a= 110 MPH 0.850 1.000 B 0.630 1.000 21.00 FT. 0:12 70.0 FT. 7.00 FT. - .-. ..,. "• "•.'Y' 0 - ® VEL INT EX1 n Wind Pressure: OCITY PRESSURE, q, = 0.00256KZ KZt K,3 V2 I = 16.59 PSF [ASCE 7-10 §28.3-11 RNAL PRESSURE COEFF., GC,, = 0.18 -0.18 [ASCE 7-10 T-26.11-1] ERNAL PRESSURE COEFF., GC 1= Varies (See Below) . [ASCE 7-10 FIG. 28.4-1] P = qh [(GC f) - (GC)] (See Below) . [ASCE 7-05 §28.4-11 Zone GC 1 P (GC0.18) P (GCF-0.18) 1 0.40 3.65 psf 9.62 psf 9.62 psf 2 -0.69 -14.43 psf -8.46 psf 14.43 psf 3 -0.37 -9.12 psf -3.15 psf 9.12 psf 4 -0.29 -7.80 psf -1.82 psf 7.80 psf 5 -0.45 -10.45 psf -4.48 psf 10.45 psf 6 -0.45 -10.45 psf -4.48 psf 10.45 psf 1E 0.61 7.13 psf 13.10 psf 13.10 psf 2E -1.07 -2013 JS[. -14.76 psf 20.73 psf 3E -0.53 -11.78 psf -5.81 psf 11.78 psf 4E -0.43 -10.12 psf -4.15 psf 10.12 psf Zone 1 + Zone 4= 17.42 PSF If 4 .- ______ •0 _t -n t-ti'9 ENGINEERS SBT A i I 4 4 4 H rY I I ir 4 j I 4 I 4 I I I I ' Ii 1 1 1 . .. . 4 I / ,_f(,( I I 4 I. ......4.- I ..........................:.......: ......4 I 4 4 I I 44 1 I I 1 I 1 4 I 4 4 .................: ...............................: I I ....................................................................... I ( 1 4 I .......................4- ........9. .4 ... .....-. ..................-4, .1 .. . _. - ...................... . . . .. L ......................... .4 - I : .............. ................ .J............................... .• .,. .. . ........--4- _i............... I I ......I'Th -----4-4--r---.•'---- I .4..i!i..H 4 I I .-..;...- ..........4..............- ........... III 1 4 4 11 I I 4 I 1 .. : ................ I I I I ................4 I .............- ': ... ...... ... ......................... .4 ... .,..................................... .................................................................................'''H.................................................................. :.............................................................................................- .. .: 4 4 .............................................. I I ............---....i-. 4 '-'-'',i.............. -4' ...........4 ..................4 S 44. .......... 4 I -..............................'__'__4 11 . I Ii f 4 .. ,. 4 .0-i'. .44" 4 ;................... I .." ......................... 4 ' '1 4' . "1 H::' 4. .4 •4 .4 . ur.1IvirJub:Ib:Lu - STRUCTURAL DATE: _O1!17 ENGINEERS SilT:_A-9 4X @ ROOF SCRN 01/26/17 2K16-120 (8U(s1pl2v1s0b4148TBEAM ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43) (8U SPAN LENGTH = 8.00 ft (Simple Span) TTNTW(PMT.CTh.T) (fr/fl- 0.030 0.040 0.00 8.00 POINT LOADS (k & ft) Pd P1 X 0.682 0.815 4.00 REACTIONS (k) LOAD LEFT RIGHT Dead 0.461 0.461 Live 0.567 0.567, Total 1.028 1.028 MAXIMUM FORCES V max = 1.03 k @ 0.00 ft N max = 3.55 kft ® 4.00 ft DEFLECTIONS (El = kinA2) LOAD Defi (in) X (ft) Total 34044/El 4.00 Live 18708/El 4.00 'Dead 15335/El inidspan Pos. Moment Lu = 1.00 ft Brace Spacing = 1.00 ft Gov. Deflection : Total = L/180 Required El = 63832 kin-2 4 x 8 #2 . ,;ti .. 7 .7cu Douglas Fir-Larch (N) STRESSES (psi) - Shear @'d' V = 0.99 k @ 0.60 ft Fv = 127 fv= 58 46 % Fb' = 1667 fb = 1391 83 % Live LDF = 1.33 DEFLECTIONS (in) (E = 1700 ksi) Total = 0.18 = L / 533 34 % Live = 0.10 = L / 970 25 % Dead = 0.08 SECTION DESIGNATION: 362S162-54 [50] (2) Boxed Input Pro erties: - We Height = 3.625 in Design Thickness = Top Flange = 1.625 in Inside Corner Radius = Bot om Flange = 1.625 in Yield Point, Fy = Stiffening Lip = . 0.500 in Fy With Cold-Work, Fya = Pur chout Width = 1.500 in * Punchout Length = Header/B am Solver Design Data - Simple Span He der/Beam Span 6.00 ft Deflection Limit L1360 De d Load = 101.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None - Cb = 1.14 lyy (BOx) = 1.308 inA4 J(, ox) =2.1741r,A4/ Lu 821.9 in / Mrr ax = 455 Ft-Lb <= Ma = 2213 Ft-Lb Check Deflection - De lection Limit: L/360 Ma amum Deflection = 0.057 in Deflection Ratio = L/1259 Check Shear Vm x = 303 lb (Including Flexural Load Multiplier) Shear capacity reduced for punchouts - Va = 2032 lb >= Vmax Check Wb Crippling Rnlax = 303 lb (Including Flexural Load Multiplier) Web Crippling capacity reduced for punchouts End Bearing Length = 1.00 in Ra = 1096 lb >= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in - 1!V11± JOB:2K16-120 STRUCTURAL'DA:_01/17 ENGINEERS SilT:_A-li ClarkWestern Building Systems CW Tech Support: (888) 437-3244 - clarkwestern.com 1' 2007 North American Specification ASD - DATE 1/2612017 F'1<1Mt.JOB:2K16-120 STRUCTURAL DATE: 01/17 SsHT:_A-'13 J-2 CASE 2 - 2K16-120 (8U(s1p12v1s0b4148TBEAN ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43) (8U SPAN LENGTH = 10.50 ft :.; LEFT CANT = 0.00 ft t• RIGHT CANT = 5 .83 ft UNIFORM LOADS (k/ft & ft) wd wi Xl - X2 0.012 0.027 0.00 16.33 REACTIONS (k) LOAD LEFT RIG— Dead 0.044 0152 Max : Live 0. 0.343 Total .185 0.495 Min Live -0.044 0.000 ic-CTi- /°!P xj 2.CC Total -0.000 0.152 . MAXIMUM FORCES ' - 10.50-ft V max = 0.2 68 k ® M max = 0.440 kft @ 4.75 ft N min = -0.663 kft © 10.50 ft (M<0 full span) DEFLECTIONS (El = kin-2) . . LOAD Defi (in) X (ft) Total 8251/El 5.05 - 27323/El R.C. . Live 7384/El 5.25 . • . 22955/El R.C. - . Dead 851/El midspan 4368/El R.C. Main Span Cant. . TOTAL Def 1 El El . L / 180 11787 35132 L / 240 15716 46843 L / 360 23575 70264 LIVE4Def1 El El .• L / 240 14065 39354 L / 360 21098 59031 L / 480 28130 • 9_ 78708 - . .rxc11V1r. JUU:K16-10 W& STRUCTURAL DATE: 01/17 SLIT:_A-14 EXIST 4X6 (UNDER WALL) 2K16-120 (8U(s1p12v1s0b4148TEEAM ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43) (8U SPAN LENGTH = 8.00 ft (Simple Span) UNIFORM LOADS (k/ft & ft) wd wl Xl - X2 0.026 0.040 0.00 8.00 POINT LOADS (k & ft) Pd P1 0.372 0.428 6.00 0.533 . 0.000 3.00 REACTIONS . (k) LOAD LEFT RIGHT Dead 0.530 0.583 Live 0.267 0.481 Total 0.797 1.064 . MAXIMUM FORCES . V max = 1.06 k @ 8.00 ft M max = 2.13 kft © 4.00 ft DEFLECTIONS (El = kin-2) LOAD Defi (in) X (ft) Total 25211/El 4.08 Live . 9162/El . 4.28 4 Dead 16090/El midspan Poe. Moment Lu = 1.00 ft Brace Spacing = 1.00 ft Gov. Deflection : Total = L/180 Required El = 47271 kin'2 * 4 x 6 #2 Actual : 3.5" x 5.5" • Douglas Fir-Larch (N) STRESSES (psi) Shear ® 'd' V = 1.03 k ® 7.54 ft Fv = 119 fv 81 . 68 % Fb' = 1563 fb = 1447 93 •% Live LDF = 1.25 DEFLECTIONS (in) (E = 1700 ksi) • Total = 0.32. = L / 314 57 % Live = 0.11 = L/864 28% Dead = 0.20 . . . V d4- STRUCTURAL DATE:01/17EY/fl $J'/sT p .J ENERSSHT:_A15 'V PJkti LT, ______y V2 vI -.28k/I H.. V . V V - V CID cn V • - • V. • . . V Loads: LC 1. D + L V SK-1 (E) JOIST J6O7 CHECK Jan 26, 2017 at 4:01 PM 2K16-120 V • •. -(E) JOIST J607 CHECK V JOISTJ6O7r2d V. - V V. V• V V V V V . .. * - .. .- - '--'•'''- F STRUCTURAL DATE 01/17 ENG 1 IT A-17: Designer Job Nurnt er 2K16-120 (E)J01STJ607 CHECK Checked 'By: .r . Member Section Forces (By Combination) d ( Member Label Sr Axial[kl Sher1k1 MomentFk-inP . .' 1:fl ±L.. 4001 .2921 . tv- Ng 1422& -13641.4 3 3 . .4.0018 -.0077 -1 .7865 NOW WOR 1 2673 5 . -. 5 4.0018 -.3075 .1Q32 V 182 3'P 't :1Z 7 2 T 4.0018 . •0R16 -.3636 n :56; 9 4 40018 -.1197 . -.2029 - ____________________ 0018? 'J4i 5l46 AT. 1 - .T3 - 1. 8.1595 .3966 * . 5146 . . . 3 8.1595 . 13 -.0228 . . -1 .7284 Oil 04 • i5 . . . -, 5 8.1595 . -.4422 . 1.0612 '511 fflAr 83, Wffi _______ 2 8.1595 .232 --.96 -.1874 -1.2281-•- iq . _-. .A '8.1595 - 21-' .- 1 ..- .•T5 _- __. ____. .1 .• ___8.13i4 _- .43 __. .5251- W OMIT 23 _.._-- 3 • --8.1334 --.1974 ---2.911 - _8.1334 --.4838 - -11713 25 - - --_. 5 '4 t V v( ' 27- . - -2 8.1334 .1841 . ' -.3631 1i8 m.'j 3 33' 041' 1384 29 - - . 4 - 8.1334 - -.1022 . - -.8545 - 98R , i 5t 31 1 -. T7 - • 1..... 4.2064 .2685 • ''.1885 Tat., .1"11114 , W0011 2.flR? 1 33 - . -. - .3 4.2064-- • . * -.0264 . - • -.831 LJ 738imm r Y * 35 - - - - - 5.' . - 42064. -.3212 - • .6334 - * 18ROME '4 105-111IRIM 2O6f!0 37 . - • • 2 4.2064.. .24d7 - . -1.5933- . - E '' ml q I'll 2064 39 - - - -. 4j 4.2064 - - .-1943 • ' -1.9099 - 41 1 - - 61 - - 1. -6.1943 .0078 - - - 55,5VI '2 . . - • 0 FIR WORM 4* 0059' 701 J . .:•4. -. - -. . - - 3 -6.1943 : . .0041 -- -.1215 1_ Im i 43 45 - - ••'. 5 _- *'-6.1943 '0005 - __--.1684. OHIO riP 4r684r 47 - - -- _-.- '.2 - _'-8.8709 - -.002 -- --.2048 4L - Ol 49 - ---- 4. -8.8709' -.0023 -- -.2004 __- Wi -UIJUJ --.IUu • 0.Z.4U1 2437 I 4Oö'2i_ - . - _.- -3 -6.2437 --.0039 55 -...- _- 5. _- 6'2437 -.0076 _-- -0 I - - - _______________ . • - - - -- RISA-2 Verson 10.1.0 - 3inh\Deskt6p irrentProjects\2K16-120'Lite Machine\JO!ST J607..r2d] Page'-5 • .- * ---* •,I - - lop AMI STRUCTURAL DATE 01/17 Company EN N1ER7sllT A.18-. Designer .-. . .. 4:10 PM a Job Numt er .e: 2K16-120 (E)JOIST'J607 CHECK Checked By:. -• - : .. . : . Methbe,jSe6tion Forces (By Combination) (Continued) - -.• . ,. ' &. -Lc:,. Màmbr Label Sec AxialFkl - Shearikl - Momentik-ini • 57 - 2 -48356 0004 -003 59 . . '- . 4 -4.8351 -.0004 2003 61 -.1 ' M1 . 1- . .4898 0 - . 0 4 t&k J 4901 63 ' -. -3 :4903 0 0 5 .4908 0 0 Emm " WNt 5'?4ZONE 67 . _- 2. 3.116 .0002 --.0016 At r58 J 4-& 69 . 4- 3.1155 -.0002 -.0016 t53 -1 0o"s 71 I * W4L - 1 -2.4107 .0007 .' 0 ON 73 .- - . - 3 -2.4102 0 -.0036 75' . ' 5. 24097 . -.0007 - - - -0- i Vi 77 '- - - -- 2 .8846 0 . - 0-• 2,77F5 ung 79 - -. - 4 .8841 - - 0 - 0 81 1 '.W5L - - 1. .872 - -.0007 - - 0 - 8722 0004 Mgz - p7 %g 83 . - ' - - - . 3 - - - .8725 ... 0-. - -. :0036W $872-7SMOMMOMM 85 ---- - - 5 - .873 - .0007 - 0 - -. - 86 MI.- 000; .87 - - - - . 2- - 9042 -. .0004 - .0027 MEMEN -- munre 904 5L 003W - - - 4 9047 -10004- - - - -.0027 - F5,11 I 91 1 -- -'V2 - -- 1-. - 8121 . - 0 - 0 - 93 . - - -: .8116 0 - - - - 0 ____M ____________ 14Z -95 - - -- . - . 5 - - -.8111 0 97' .98 .99 -- ' • - - -- 2 - -2.3178 r-23k76 ' -.0004 r0 ' - '- '.0027 - - 4. - -- -2.3173 - .0004 - -. - -.0027 Mw woo IQJ J - W3. 1 - - 2.8948 - - .0005 -- 0 ' -- ITIN ;Nu2789 _1-0041 10 -* _'. __- _____- 3- :2.8953 --0- --.0021 -- 105 - .._-- __. 5-- 2.8958 -.0005, -,0 pqg____ 107 -- - --'. -2 - -.7862__- - - __0 '---_-0 _--___- Q. .109 - - - _- _- 4 -.7857 - -0 _- .--'0 _------- pgg W2 '-- I --5.0831. - - .0007 - --__-0 ________________ 000WT' 113 - - ---- __..- -.3 -. _-5.0826 -0_- -.0039 __'--- -. -i--c- -- --- - - . RISA-211 Version 10.10 [C:\..\Binh\Desktop\Current Projects\2K16-120 Lite Machine\JOIST J607..r2d] Page 6 - I - --- - - - --- -, - Company Designer Job Number : 2K16-120 Membet , Section Forc - LG Memi 115 i (E) JOIST J607 CHECK 1 i\jLVIILj JuD:rIo-Iu STRUCTU.EAL DE:_01/17 ENG °T:_A-19 Checked By:_____ RISA-2D Version 10. 1.0 [CA ... \Binh\Desktop\Current Projects\2K16-120 Lite Machine\JOIST J607..r2d] Page 7 NI . . 3.0071 . 0' 0t k367 i4 NA 3 1 Totals: 0 6.2746 t Joint actions .. . . . dc • ointLabel . XFk1 Yik1 - MZfk-ftl .I •.i. STRUCTURAL DATE 01/17 company AIM EN 1 HT A-20 Checked ByDesigner . Job Number 2K16-120 (E) JOIST J607 CHECK : mber Section Forces (Continued) . . Member Label Sec AxialFkl '. Sheariki Momentfk-ftl -104" Lr 8r2 9MANITIMMUNAR. NO= .1151 ' I 5 -5.0821 1 .0007 0 ' ''.: . .- . -, - . - . . .- . .- V ..- .. Basic L ad Cases BLC fltrintinn (tnnry X Gravity Y Grvitv Joint Point Distributed 1 . -1. 3 . . I 8 3 NEW MECH DEAD ..None None WM Membe. Distributed Loads (BLC I : DEAD) - kflemher Label Direction Start MaanitjdeFkIft.dea1 End Maanitude[k/. -Start LocationFin ... ' End Locaton1ino - TI Y -.12 -.12 0 -. 0 - NOT %AW Xd1i ORG0 3 . _3 . -Y -.12 - -.12 0 '- 0 MM ! &! 3ZJ 2 ?0M T5 Y -.12 -.12 - -0 0 '7 - T7 V -.12- -.12 - 0 .0 ammummumn Nil' 6g" - Membe Distributed Loads (BLC2 :LIVE) - - Ti Y -.16 - -.16 - 0 0 _2 T2W .Vi 6W 1 Lt 0 - 4emher Label Direction Start Maonitudelk/ft.deal End MaanitudeFkl. Start LocationFin... End Locationlin.% Xi W : koV -3 - T3 Y -.16 - -.16 - 0 - 0 "Bly - 5 T5 Y -.16 .16 - 0'Rw -i Zl W.4-\ 7 T7 V '--.16 --.16 0' ' 0 Member Distributed Loads (BLC 3: NEW MECH) - - - • • - - - - - -. - - lember Label Direction - Start Maanitudelklft.deal End Maanitudelk/. Start Locationhin... EndJcationFi[i,%1 - 1 - - Y -.133 -- - -.133k - 0 0 tW33P 3 17 Y - '. -.133 . -.133 ' 0 0 41' 4 1'1 URN .0 1 9 I > 1-33 f 13'3W'2 a- RIM 4 ' '1 - . . . . -.. -• ' -. - --"- - -. $ - - - , -. , • • - -. - - • - Joint Loads and Enforced Displacements (BLC I : DEAD) - - Joint Label - - L.D.M - Direction - MaonitudeF(k.k-ft), (in.rad). (k *SA 2/in, k*inl2)L RA-2 t Version I0.0 - [C:\...\Binh\Desktop\CurrentProjects\2K16-120 Lite Machine\JOIST J607..r2d] Page 3 - N3 - - - - Y - -.093 - - MIN MIR 3 N7 . - - L - - Y (E) JOIST J607 CHECK .[fS[jV111 JUti:LIdb-IU c rH 01/17 EN T:_A-21 Checked-By:_____ V I .107 • &N5Y 3 N7 L Y I -.107 Company Designer Job Number : 2K16-120 Joint Loads and Enfo Joint Label N3 I L rents (BLC 2: LIVE) . L D Direction MnnittidIik k.ft (in rr) ( *SA Jjfl k*irl 9)1 JOB # : 21<16-120 JOIST MAI K: J607 JOB NAME : FARADAY - BLDG. #6 CHORD PF OPERTIES ** . lN2 IN IN TOP CHOI CHECK I RS I RSIW PSI PSI MEMBER: AXIAL LD * BENDING ID * fa = P/A fb = M/ Stop fa + fb Fa % STRESS RESULT LC Ti 4002.0 1787.0 4134.30 6837.63 10971.92 17390.4 0.62 OK 2 T2 - 4002.0 1281.3 4134.30 4902.66 9036.96 19638.7 0.45 OK . 2 T3 8159.0 1728.0 8428.72 6611.87 15040.59 19638.7 0.75 OK T4 8159.0 - 1728.0 8428.72 6611.87 15040.59 19638.7 0.75 OK T5 8133.0 2916.0 8401.86 11157.54 19559.40 19638.7 0.98 OK T6 8133.0 1038.0 8401.86 3971.72 12373.58 19638.7 0.62 OK T7 4206.0 1281.3 4345.04 4902.66 9247.70 19638.7 0.46 OK TB 4206.0 2441.0 4345.04 9340.04 13685.08 17390.4 0.77 OK 1 BOTTOM HORD CHECK I LBS PSI LBS MEMBER I AXIAL LD * fa Fa % STRESS I RESULT LC Bi 6194.0 9800.63 30000.0 0.33 OK 1 B2 8871.0 14036.39 30000.0 0.47 OK 1 B3 6244.0 9879.75 30000.0 0.33 01< 1 NOTE: * RISA JOIST ANALYSIS WITH NEW DESIGN LOADS ** EXISTING QUINCY JOIST DESIGN, SEE REFERENCE AT END WEB DESI f . N CHECK LBS MAX REACTION 3268 LBS . LBS LBS MEMBER AXIAL LO * 25% REACTION TENSION COMPRESSION ALLOW TENS ** ALLOW COMP ** % STRESS. RESULT W21- -4836.0 817.00 4836.0 0.0 . 18220.0 4742.7 0.27 OK W3L 3116.0 817.00 0.0 3116.0 8995.3 3265.1 . 0.95 OK W4L -2411.0 817.00 2411.0 0.0 7922.7 4466.1 0.30 OK WSL 873.0 817.00 0.0 873.0 6245.4 2451.3 0.36 OK W5R 905.0 817.00 0.0 1 905.0 6245.4 2451.3 0.37 OK W4R -2318.0 817.00 2318.0 0.0 7922.7 4466.1 0.29 OK W3R 2895.0 817.00 0.0 2895.0 8995.3 . 3265.1 0.89 OK W2R -5083.0 817.00 5083.0 0.0 18220.0 4742.7 0.28 OK V1L 786.0 0.0 786.0 6245.4 4540.3 0.17 OK V21- 885.0 0.0 885.0 6245.4 4540.3 0.19 OK V2R 885.0 0.0 1 885.0 62.45.4 4540.3 0.19 OK V1R 786.0 0.0 1 786.0 6245.4 4540.3 0.17 OK NOTE: * RISA JOIST ANALYSIS WITH NEW DESIGN LOADS ** EXISTING QUINCY JOIST DESIGN, SEE REFERENCE AT END PRIME JOB:2K16-i0 F STRUCTURAL DATE: 01/17 ENGINEERS SilT:_A-22 J IN IN INA PSI PSI CHORD SECTION AREA Rx Rz 0.39 Ryy Stop Sbott Fy Fb TC 40 0.484 0.626 6 1.219 0.348 0.131 50000.0 30000.0 BC 4- - 20 0.316 0.467 0.297 1.027 0.064 0.166 50000.0 30000.0 11/04120H I Qii .cy.Joist Engineering SyUrn Page. Joist Chord Design . J Job No 4215-05 Sep 06 Name: FARADAY . . . . Qti Ma Base1egth Pitch type Q 40-2 X 2 X 1/8 1 160 18LS280/160 15-3-3/4 P BC 20- 1 1/2k 1 1/2 X 7/64 hd gaD Q -' . .. FY . a Wt/ft TC 40 .48400 .546000. .626000 1.21929 .398000 1 .834277 .347985 .130674 50000 30000.0 3.30000 BC. 20 .31662 .415000 .467000 1.02736 .297000 1 .906523 .063594 .166265 '50000 30000.0 2.14000 Actual efid1 17.039 . 5.44000 W41 Item Tt £ I&%L J. UWL Intpan TC Endple TC Endpre BC Intpan Bale Bcxre TC Intpan TC Endple TC Endpre BC Intpan Govse - 501 ' 501 501 1 0 0 501 507 507 1 Go'vmember 19 15 22 25 0 ' 0 . 18 15 22 25 AdjForcelb -7585.8 -3912.0 -3912.0 .8168.1 0.0 0.0 -7585.6 -5781.3 -5781.3 8168.1 Axstxess - 7836.5 4041.3 -4041.3 12917.6 0.0 0.0 -7836.3 -5972.4 -5972.4 12917.6 Momtin1b 1120:0 1281.3 1281.3 0.0 0.0 0.0 560.0 398.1 . 398.1 . fbtop 1609.3 1841.1 1841.0 0.0 . 0.0 0.0 -804;6 . -572.0 -572.0 . 0,0 fbbottom - 4285.5 4902.8 -4902.7 . 0.0 0.0 . 0.0 . 2142.7 1523.2 1523.2 0.0 4285.5 4902.8 4902.7 0.0 0.0 . 0.0 -804.6 -572.0 -572.0 0.0 - 21.22.0 . -89441 -8944.0 12917.6 0.0 0.0 -8641.0-6544.4 _-6544.4 _.12917.6 0.000.000.000.00 _0.000.00 24.0025.0025.000.00 y4ns - 0.00 0.00 - --0.00. 0.00 0.00 0.00 36.0036.0036.00 .0.00,. 0.00 _0.000.000.00.0.000.00' 24.0025.0025.000.00 i1lerreqd - N ' •N N N N N N _N N N cx . 0.000.000.000.00 _0.00'0.00 0.75 .1.00 1.00 0.9.0 ty 11 0.0O0.000.000.00',0.000.00 1.00 1.00 1.60 0.60 • - 0:00 0.000.000.000.00.0.00 1.001.00'1.000.00 /lax hr . 0.000.000.00 _0.000.00'0.00 60.3062.81 _62.81 '0.00 - 0.00.0 _0.00.00.0 .0.0 19638.717390.417390.40.0 0.00.0 ,'0.0 '0.00.00.0 1 180615.4 93634.0 93634.0 0.0 rn - 0.0000.0000.0000.0000.0000.000 0.983 0.981 0,981 0.000 ptstress -,2122-8944-894412918 _0 .0 .00 '12918 fidp'anck 0.000 '0.0000.0000.0000.0000.000 0.4320.370'.0.3700.000 iiied - NO NO NO NO ' . NONONONO Actual :nert1a=111.5 . Require 18.2 LL TL L/R 240.0 180.0 . . lord Shear Chec c TC fv YY 5721.9 BCfv 9349.8 End Panel fillers 0 BC fillers 170 )_17.273 Bcyj*.) 20.547 Joist 18LS280/160 Base1igth 15- 3 3/4 0 TC = 17.27 BC= 20.54 . . hit fillers 0 Br. Dist (ft):TC( ror[Wamings Mark 1607 04/21 I Quincy Joist Engineering System 1 Page 1 4 .. L Joist Web Design J Job No 421545 Sea 06 Name FARADAY Mark Jtht - Baselength Pitch J607 18LS280/160 15-33/4 P ic 4 2 X 2 X 1/8 BC 20 - 1 1/2 X 1 1/2 X 7/64 Allow Allow Weld Web ' Tens Comp Lx L/R Tens Comp length Angle Member Sect Qty (Ibs) ' (Ibs) (Ins) (Ibs) ' fibs) Ins Size Web DesI'" , I W2 BS 1 4734.2 0.0 30.25 138.29 18220.0 , 4742.7 1.15 7/8 "RD ' 2 W3 13 1 0.0 -2933.0 23.98 117.10 8995.3 3265.1 1.80 '1 1/4X I i/4X 1/8 3 W4 10 1 2545.4 0.0 29.43 89.36' 7922.7 ' 4466.1 1.56 1 1/4X 1 1/4X 7/64 4 W5 01 1 1277.4 -1347.4 29.43 112.61 6245.4 2451.3 0.83 IX! X.109 5 WS 01 1 1277.4 -1347.4 29.43 112.61 6245.4 2451.3 0.83 .1 XI X.109 6 W4 10 1 2545.6 0.0 29.43', 89.36 7922.7 4466.1 1.56 ' 1 1/4 X 1 1/4 X 7/64 7 W3 13 1 0.0 -2933.2 23.98 .117.10 8995.3 3265.1 , 1.80 1 1/4X I 1/4X 1/8 '8W2 B5 1 4734.2 0.0 30.25 138.29 18220.0 4742:7 1.15 7/8'P%D Verticals Design 9 Vi 01 1 37.9 -1526.4 17.04 65.20 6245.4 4540,3 0.94 1 X 1 X ,.109 10 V2 01 1 37.9 - -1597.9 17.04 65.20 6245.4 4540.3 0.98 1X 1 X.109 11 V2 01 1 ' 37.9 -1597.9 17.04 65.20 6245.4 4540.3 0.98 LXI X.109 12,V1 01 1 37.9 -1526,4 17.04 65.20 , 6245.4 4540.3 0.94 1X1X.109 Mark J6 7. , Joist 18LS280/160 Basetigth 15-33/4 ( Quincy Joist Design ] Page 1 1607 11.33,.'02 Job Rel 4 10 No 4215.05 Seg 06 Name FARADAY Mark Joist Base length Depth . J607 18L5280/160. .15-33/4 18.00 L TC Panel = 2-3 I 1-4 7/8 - 2 panels® 2-0 / 2-0 RE TC Panel 1-47/8/ 2-3 .L BC Panel 2-3 . . . REBCPanel 2-3 Load Case No. 1 . PT. at any One TC PanelPoint.1.00 Kips S - TC Uniform LOU ............... 280.000 / 160.000 lb/ft Reactions LE: TC @0-2 From LE 2,958.0 Lbs RE: TC ® 0-2 From RE= 2,958.0 Lbs Mm. Shear: 25% 739.5 Lbs Load Case No. 1Part2 Reactions LE: IC © 0-2 From LE 2958.0 Lbs RE: TC ® 0-2 FIOm RE 2,958.0 Lbs Mm, Shear: 25% 739.5 Lbs Load Case No. 6 TC/BC axial Lo.5.31 Kips ,Reduced 25.00 PT. at anyone C Panel Point.1.00 Kips ,Reduced -25.00 lb/ft ,Reduced 25.00. Reactions LE: 'C UnifOrm Loa..120.000 TC@0.2 From LE= 1,319.8 Lbs RE: TC® 0-2 From RE= 1,319.8 Lbs Mm. Shear: 25% 329.9 Lbs Load Case No. 6 ForD 2 Reactions LE: TC®0-2 From LE 1,319.8 -Lbs RE: TC@ 02 From REr 1,319.8 Lbs Mm. Shear: 25% 329.9 Lbs Load Case No. 7 TC/BCAxiaJ. Loa ................ 5.31 Kips ,Reduced 25:00 PT.- at any one C Panel Point.-1.00 Rips ,Redüced 25.00 lb/ft ,Reduced 25.00 Reactions LE: TC©0-2FromLE 1,319.8 Lbs RE: TC© 0-2 From RE 1,319.8 Lbs Min. Shear: 25% 329.9. Lbs Load -ease No. 7- Fart 2 . TC Uniform Load.120.000 Reactions LE: TC®0-2FromLE 1,319.8 Lbs RE: IC® 0-2 From RE= 1,319.8 Lbs Mm. Shear: 25% 329.9 Lbs CHORJ) DESIGN Inertia (in"4) DOfi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL Ii TC BC RowBC Spac TC BC. TC BC TC EP BC 40 20. 17.039 5000 18.2 111.5 240 180 5721 9349 1 91.8 109.7 246.5 1.219 1.027 0 0 .0 ANGLE WEB DESIGN S W2 W3 W4 W5 W5 W4 W3 W2 VI V2 V2 VI -85 13 10 01 01 10 13. BS 01 01 01 01 1 1 1' 1 ,1 1 1 1 1 1 1 1 1.20 1.80 1. - 0.80 0.80 1.60 1.80 1.20. 0.90 1.00 1.00 0.90 * END OFDESIGNffOR J607**** I •. : ,:. :. . ...• STRUCTURAL MIR ENGINEERS si: SEISMIC DESIGN CRITERIA . . . . PROJECT #: CBC2O13 2K16 120 Occupancy= 2 T16045 Importance Factor, I = •. ... • 1.00.. •. • .: .. •ASCE7 T.1 :5-2 .. Structure Type = OTHER ASCE7 1128-2 C1 0020 x= 0750 A - Bearing Wall Syp ar S Intermediate precast shear wails Response Mod Factor R = 4.00:' ASCE7T 122-1' System Overstrength Factor, = 2 50 ASCE7 1 12 2-1 Deflection Amplification Factor Cd = 4,'00-' ASCE7 T.12 24 Site Class = 0 T.1 613 5.2 Spectral Response S = 1.067 g Spectral Response S1 = 0.412 g Site Coefficient F. = 1.073, Site Coefficient F = 1.588. Soil Modified S1,s = FaSs = 1.145 Eq. 16-37 Soil Modified SMI = F,51 = 0.654 Eq 16-38 Design Spectral Response Acceleration Parameters (at 5% Damping) At. Short Penods SDS = 2/3 S = 0.763 Eq 16-39 At 1-second Period, S01 = % Smi = 0.436 Eq 16-40 Eo=02SDl/S= 0114sec ASCE7 1.1.4.5 is=Sni/Sos 0.571 sec ASCE7 1145 = 8 000 sec ASCE7 Fig 22-15 040S05lW2:01W 0305*W ASCE712111 Seismic Design Category = D 1 161356 Structural Ljmltatlons* = 40 ft ASCE7 T 122-1 Increase in height to 45 ft is permitted for single story storage warehouse facilities PRIME 2K16-120 . . STRUCTURAL mm ENGINEERS sin' -_3 SEISMIC BASE SHEAR - SEISMIC RESPONSE COEFFICIENT roject #: (CBC20I0 §1613.5.6.1, ASCE7 05 §1281 21<16-120 : S te Class = 0 Str. Type = OTHER Occ.Categ= 2 - Ss = 1.067. g C, = 0.020 TL =. 8 0 sec + S1= 0.412 g x=075 R= 40 - : F. ='.1.07 h13.50 ft 1= 1.00 F= 159 Regular Struct :5 5 Stones? = YES -' Sms = 1.145 ASCE7-05 12.8.1.3 - SM1O.654 - - WR 1.00 kip • S 5 -O.763 - • hR 15.00 ft S01 =0.436. . - . .. ' - - w= 0.00 kip .-C= 1.400 T. 12.8-1 h= 0.00 ft T Ch' =.0.141 : 12.8.2.1 . Cu Ta 0197 TSTL ' - W4 0.00 kip T < 3 5Sd1/Sds OK' h4 = 0 00 ft S S(Desrgn) = 0763 w3 000 kip [esign T = 0 141 h3 = 000 ft . . . w2 = - 0.00 kip Cs Si/R = 0.191 <— GOVERNS - ... .• . .•h2= - 0.00-ft DI ITR 0.774 - S • . . -. . - CMjN = 0.034 P. 4 - -, FQUIVALENT LATERAL FORCE PROCEDURE - 412.t-052006] _;7 CS. = 0191 V= 02kip LEVEL x w w1h F1 15.00- .• 1 . 15 s-s-tacO-' s-'()2• :0191.; :5-. O;00; - 0 . . .: . 0.0. . . 0.00J :-.--.:-.....•..;••. ..........Os-:.: :o.000 .___ _o -. 0' - boo.• 0.O .i0.O0D. - ..'.O000 . o.o-,o.000• 1 15 02 I ; ,-S-..-• ' A PRIME JOB-2K16120 STRUCTURAL DATE: 12116: ClarkWestern Building Systems ENGINEERS SHT 5 IIIO t CW Teáh Support: (888) 437-3244 . . clarkwesternLcom . S P . 2007 North American Specification ASD DATE: 1211512016 : . Lite Machine . . . . SECTION DESIGNATION 600S162-33 (33] (2) Boxed Section C imensions: WebHeig t. 6.000 in Top. Flang = . . 1:625-in Bottom Fl nge = . 1.625 in . Stiffening ip . . . .0.500 in Inside Co i ler Radius = 0.0765 in Punchout Vidth = . 1.500 in . Punchout .ength 4.000 in Design Th ckness 0:0346 in Steel Pro erties: Y= . . . 33.000 ksi . S. Ar, Ann I,i Fya= 33.000 ksi COMBINED AXIAL AND BENDING LOADS INPUT PAAMETERS . . ; Overall w II Height = 145 Lateral Lo d=25.8psf Lateral Lo d Multiplied by 1.00 for interaction, checks .. .. .. . Listed A1161 iable Axial Load multiplied by 1 00 for interaction checks Lateral ba I not modified for deflection calculations Studs Con déred Fully Braced for Bending . . . .. . . . ALLOWAI ILE LOADS 0W SPACING : Maximum BRACING . 12 in .. . . . . 24 KL/r NONE 1999>,~7 . 1599 . 844 . 131 MID Pt 3069 2429 1262 76 .1 THIRD Pt 3069 2429 1262 76 I-IEATH2SIDES N/A . . N/A .: 'N/A 76 DEFLECTION . U717 LJ538 . . j359. . Note Axial loads for sheathing braced design are based on the North American Standard for Cold-Formed Steel Framing - Wall Stud Design 2007 Edition with 1/2 inch gypsum sheathing and No 6 fasteners max 12 inches on center A PRIMEOB:2k16-12O F STRUCTURAL DATE: _12116 ClarkWestern Building Systems ENGINEERS SilT 6 CWTech Support: (888)437-3244 clarkwestem.com 4 2007 North. American Specification ASD DATE: 12/15/2016 .. SECTION DESIGNATION:, 600S162-33 [33] (2) Boxed Section I mensions: Web Heig it 6.000 in Top Flang = 1:625 in Bottom Fl nge= 1.625 in Stiffening .ip.= 0.500 in Inside Coi net Rädiüs = 0.0765 in Punchout Width = 1.500 in • Punchout ..ength = . : 4.000 in Design fl Ickness = 0.0346 in Steel Proi iefties: Fy 1 33.000 ksi- Fu" -. 45000 ksi Fya 33000 ksi . • GrOss.Pr perties A(gross Weight A(net) Sxx lxx Rx lyy Ry (in A2) (lb/ft) (in"2) (in "3) (inA4) (in) (InA4) (in) 0.6886 2.13431 0.5848 0.5978 3.5856 2.2819 1.2440 1.3441 Effective roperties: • : . lxx(defl : •Sxx Ma-xx Vag Vanet (mM) (1n'3) (Ft-Lb) (Ib) (lb) 35856 11546 19013 1276 1276 Torsional F'róperties . . St Venant Torsion Constant (J) 2.11V inA4 Lateral B cklinp Properties for Flexure . S Maximum Jnbraced Length for Full Moment Capacity, Lu = 972.4 in r Web Crip ilinq - AlloWable Loads. Pa (lb) Total for (2) Members End Bearh ig Length = 1.00 (in) Interior Be iring Length = 3.50 (in) • . • COnd. I (El F) . Cond. 2 (11 F) ' Cond. 3 (E2F) Cond. 4 (I2F) 306 859 186 832 Punchout I Zeduction Factor Cônd. 1, .Rc(E1 F) 0.926,+ 0.083x1h <= 1.0 : Punchout I Zeduction Factor Cond. 2, :Rc(11 F) = 0.886(+ 0.053x/h = 1.0 H 'HL 4---€' -46 II r r I I r Ayi utro A 4 ...L.L •.( ; r r r r 1 - • - 1-I:I . .- •• I p I I IT ' I PIpf tL ,r :Q)L M f q4 t- to41 14. ire ' II if Ty t 1 ! I I 1M c-i t4. j I I I r I1t I " : I I --1--:1-1 -- i I. I: i 1 y I I 1 1 - - T :- - i•i r -- r r H H I I I I I --- L JT LT t JT I L "E h Li IIItL1IL4I IJIII 'l ji iI14Jiti IttiiftTLI 40 17 ILLT: ;.•77 77, it icf F H k -- ---- --;- ;L LL1 I J I L I L$ jT Tj: :H*H at - . F I --- ( -- ---f - --H _--1-- - - -- ----- L i. L I I - 1 I I i j I I . . i.. .... : . .. T I • -. . .1.... :i. --4• 1.. • : 4 . .- .. • __ - ..-- ... i HHH• -... .4 • . -. ... • H . -H 444 F • - 4 4. . I - .4 r 4 I 4. 1• r r • r 2 •• .4 '4 1 4 . .. . . . 4 4 1 4 4 .4 4 • . .1 r I .4. -'4- 1 - :- T •T •r• . . . . .L A.LiVLL4 duD.4ruuL.L STRUCTURAL D'A'TE: 12/16 ENGINEERS SilT:_:10: NEW 4X : 12/16/16 2K16-120 (8U(s1p12v1s0b4148TBE.AN ANALYSIS PR0GRAM(e1p9v1s0b4148T (6.43) (81J SPAN LENGTH = 8.010 ft (Simple Span) UNIFORM LOADS (X/ft & ft.) . . .wd... w]. .-,...Xl - .X2 0030 0.040 000 800 POINT LOADS .(.& ft) . Pd... P1 X . 0.500: .0.000 : 4.00 ......... REACTIONS (k) LOAD ...... :. LEFT. RIGHT Dèad 0.370 0.3:70 Live . 0.160 :. . 0.60 . Total 0.530 : : 0.530 • MAXIMUM FORCES : . . . H- . •., Vrnax 0.53.0k ® .0.00ft . . . - . . M max = 1.56.0 kft @ . 4.00 ft . . Nd max = . . kf t. ® 4.00 ft DEFLECTIONS (El kinA2), . . LOAD •. .:Defl (in) X,(ft) : Total. •• 15667/El.......... . . Live- . 3686./El 4.00: . . Dead . . 11981/El •. midspáñ . . . . P0g. Moment Lu -1.00 ft : Brace Spacing = .1.00 ft • - - Gov. Deflection Total = L/180 Required XI = 29.376 kinA2 . . . ... . 4x6.#2. - . . . . . aq . . ... Actual : 35n. x 5.5" . . Douglas Fir-Lach (N) . STRESSES .(Psi) Shear® 'd' ... V = 0.5.0 k @ 7.54 ft Fv = 119 fv = . 39 - 33 % - . . • . 0 1563 fb = 1061 68 Live LDF = 1.25 . .. • : DEFLECTIONS' (in) (E = 1700 ksi) . Total 0.19 =.-L 1 505 36 %. . • . Live' 0.04 :L /2148 11 % .. . Dead = 0.15 .- . -• . . .. STRUCTURAL - -. - V : ENGINERSsIni1 WIND LDAD CALCULATION COMPONENTS AND CLADDING (ASCE 7-10 CHAPTER 30) PROJE T DESCRIPTION 21<167120 Lite Machine TI V WIND ( ESIGN CRITERIA: .. ..... ..V V V V BASIC: I VIND SPEED, '4S (ASCE 7-10, FIG: 265-IA) V V 110 MPH DIRECI IONALITY FACTOR Kd (ASCE 7-10 T.26 1) 085 V IMPOR ANCE FACTOR, I V V 1.00 V EXPOS JRE, (ASCE-7:-10,26.7.3) .......V C V VELOC TY PRESSURE EXPOSURE COEFF KZ (ASCE 7-10 T 3C 0.85 , V V TOPOGRAPHIC FACTOR, KZ--(ASCE 7-10 §26.8) 1.00V V [KZT= 1.1 WILL BE USED, STRUCTURE IS NOT NEAR A RIDGE OR ESCARPMENT] MEAN F OOF HEIGHT h 145 FT ROOF) NGLE e 000 0 LEAST IORIZ BUILDING DIM 55 FT V a= V 5.5 FT. V V OCCUP kNcY CATEGORY V . .11 V: VVV V V V elocity Pressure qh 0 00256 K2 K K.4 \P I (Eq. 30.3-1):'Wind Zones (Fig 304-1) • . V V qh = 22.35 Of V . V V V ' mt i ressure Coeff, GCpj t'0.18 (T.26.1 1 -1) External Pressure Coefficient GC (Fig 304-1) V V Effective Wind Area . •Qft2 20 ft2 . 50 ft2 lOOft! 200 ft2 500 f12 V Zone 4 5 (+) 090 086 081 072 068 0.63, V Zone 4() -0.99 ' -0.95 -0.90 -0.81 -0:77 -0.72 Zone 5-) -1.26 ' -1.17 . -1.04 -0.95 V 486 70.72 V V V V (Note: Where roof angle :5 10°, GC 9 is reduced by 10%) V V Design vVind,pressuie 'on Wall Components and Cladding (CH. 30): P - qh [(GC)-(Gc 1)1 (Eq. '30.4-1) Effective Wind Area 10ft2 20 ft2 50 ft2 100 ft2 200W 500 ft2 . V Zone 4.5 24.14 • 23.13 22.13 20.12 V 1911 1810 V V Zone 4(-) . 46.15 -25.14 -24.14 -22:13 21.12 .20.12 V • V V V VV Zonè5-) •' -32.19 •. -30.17 -27.16 . -25.14 -2313 -20.12 V V rrc11V111JOH:2K1b-10 STRUCTURAL DATE:_12/1 15 ENGINFYEXIST 4X 2K16-120 (8U(s].p12vla0b4l48TBEAM ANALYSIS PROGRAM(e1p9v1s0b4148T 16;,43Y (8U SPANS LENGTH =' 8.00 ft (Simple Span) * UNIFORM LOADS' - (k/ft & f t)- wd wi ..: Xl- .,X2, .. 0.010 0.0.40 . ' '0.00 .8.00 . . POINT LOADS. (k .& ft) ' ' , ' :• 0 , . Pd , P1 :.:,X 0.69.0' 0.000 ' ': 4.00 ', • REACTIONS (k)' LOAD.''.,. .. LEFT, RIGHT Deád' ' 0:465 ' 0.465 Live , .. '0.160 ' 0.160, Total ' ' ' 0.625 , ' :0.;625 ' ' .• S MAXI" FORCES S'. " . •':.•. ' . Vmax = 0625k ® 000ft lTd max = , . 0.465 k @ .' 0.00 ft M' max '= 1.940 kft @. 4.'O0 ft Mdm ax- =. 1.620.kft ® 4.00ft ' DEFLECTIONS (El = kin2) LOAD . " " Defl'.. "(in)' X (ft) Total'' 19169/RI.' 4.00:''H' Live 3686/El 4 00 5 Dead ' 15483/RI xnidspan . . Poa..'Monent Lu = 1.00 ft Brace Spacing = 1.'00 ft Gov. Deflection . Total = L/180 Required El = 35942 kinA2 .- 4x6#2 - ' . 'Actual : 3.5"x 550 • - Douglas Fir-Láráh (N) ' '0 STRESSES ' (psi) • ' Shear @ 'd": • : ' . ' *7 0.45 k'@ '0.46 ft *Fv = ' 86 fv = 35 41 'Fb' I 1563 fb 1319 84 % • . . 0 Live LDF =:1.25 Governed by Dead. 'LDF = 0.90 DE1TIO '.(in) (E = 1700 'ksi)' • .''Total= 0'23" = L./413''44% Live = 0.04 = L/2148 ''11 'Dead'= 0.19 • : ' /V STRUCTURAL DATE 12/16 - Compan ll ENGINEERS SHT 18 Dec 19 2016 I Designer 10:53 AM -. Job Nurno er 2K16-120 (E) JOIST J607 CHECK y.. Member 4 -Section Forces (By••Cobination. - Member Label Sec Axialiki Sheariki Momentik Iti TI 1• .. •.. .2856.....0 - 3 "me, FIVE 3062 -0142 61 -142 5 5 3062 -314 _____________ 0298 MEMO 4_ ' 3 i61 9&z 7 _________ 2 3062 0942 0G -021 Lt Lj 9 4 3062 -1072 -0164 HIMIR < T3 %49 0389 11 1 1 6.1153 278 IS ROOM,. 15T W4'8 '3 5 . 6.1153 S 6:1153 -.0084 .2947 .6959 .0557 15 17 6.1153: 1548 -.0575 19 .._.:.153 .: :s 1316 -0691 3886 ft4 09 21 1 15 1 6 5023 0325 23 65023 -0308 3 -1464 23 25 5 6.5023:.:",.. - 4502 094 27 2 65023 WIN mwl 2269 -1925 4d2 -0718 -089 0597 29 ___ 4 65023 32673 31 1 17 2265 ______ :3: Jrm-% .0251 :S : 33 . . .. •. 3.2673s : . : -.0288 .. ___ Ml 33J 35 0243 5 32673 - 1762 37 3.2673: 2 1615 -,.0995 ., _39 4 3.2673 - 1383 - 1116 ____ B1 -46059 0061 4 1 - 1 u .41 3 46059 0025 -0073 _________________ ____ 45 5 -46059 -0012 -0084 -47', ..0029—-0124 I4 49 -.0014.-0139 51 1 a54 0003 B3 1 -49693 -0114 ___ 3 -4.9 93 53 - 0033 - 0088 0 55 5 -49693 -007 -21 1 ... .:page 1. Jr- .[LLVi.CjJUjjIb IU STRUCTURAL DATE: 12/16 • ENGINEERS SHT:_i9 Dec 192016 10:53 AM (E)JOIST J607 CHECK H Checked Bi::.. '. S. ..,.. . . .. -. )fl) (Continued) 57 IuLJ. . r1edqKI Momentik-ni. _ ON BE ______________ ____________ 0004 NO -0002 _______________ 59 Emm 4 ___________________ 4 -36995 -0004 0 bofi 0% -0002 WN 444 0 61 1 V1 1 5089 63 3 : .5094 : 0 ••: : - 0 50 : 0 : 65 .5099: 0 H ____ ____ ___ roaop 67 2 21944 0002 -0001 21939 NO 472M ma 69 W4L -0002 __________ -0001 RIM OwlY OW 0 71 1 1 -1 8516 0007 73 -0003 3, ..18511 0 ____ R ON _t 0 75 _________ 5 MORE -18506 -0007 _____ ________ ______________ 77 2 5935 0 0 ... ... .79.... : . :. 0..... 81......-W5L-.......... .. 4 ...-g:. .R113...... .. ...• .... _... __________ __ ON 83 ______________ 3 ________ --.0007.........: 0 ________ 0003 _________ _____ 0 85 _ 5 8123 0007 .0004"'-0002 gw 2 3368 3373 89 4 -0004 ______________ -0002 1 8877 0 91 1 V2 0 93 '::".8872 -'"OH ... . .:.:".:'". -3 W4'0. . :". _"...'' .95. '' - ".'o. ________ 97 .5 . ' _.8867.:......._0____': 8' 2 ,_-.00 ;00o2. -j 99. -1.8798__-'' _ .. .::_.0005 - -..:"H .:..,.,..: H A . .. _.0002 .::_____-.0 101 IW3 _- . '- 03 ME - I WW __________________ -0002 3 - 1 ..S__24184 24189 0 -0005 0 & 107 ____________ 2 _ 4884 0 109 4879 0 0 W2 I -39483 0 11 1 -0007 Al NTH -39478 0 0003 RISA21 Version 10 1 0 :u AwntmecIr2dJ Pae2 # STRUCTURAL DATE_ _12/16 Company Boa ENGINEERS s 20 Dec 19 2016 Designer. WOJAM Job Numk er f 2K16-120 (E)JOISTJ6O7CHECK Checked By..... Membet Section Forces (By Combination) (Continued) LO Member Label Sec Axialfkl Sheariki Momentik ftl 5[ r RHO rr .• S • S - S - 0 RISA-2E Version 10.1.0. Page 3 [C:\RISAuntitl6d.i2dJ . Company : -: Designer 7 Job Numt er .: 2K16-120 Basic L àdCasés . :. . .: ... :.. . '3LC Descriotion; "JointC r.,rdinites and Temperat Label DEAD None :. •. .,-•..•• i . 'I . •. • •. •' 8 3 . NEW MECH None.. - •.•-.....•..... 2 :. .N3 • •,,: 42• . . 17.04 r.. 0 - 5 N5 104 0 7 N7 :'.1,38 1704 0 9: N9 180 04 17 0 11 ••.; Nil •• . ,. : • : 66 ,:: ••Q . •• 0 Wf ________ N13 7 154.875 0 0 .••••. •. 1 STRUCTURAL DATE -12116 . ENGINEERS SHT:_21 Dec 19,2016,. 12:18 PM. • (E) JOIST J607 CHECK • • • . Checked By:.:.:. .• . .: 4-, - .;. . -af6clory - .X Gravity ' V Gravity Joint Point Distributed . res . • . • :. - '0 17.04 .. X [in m ] • - • .. • V [in]': • .. • Tep IFi . • ' •.: - • •• NI _____________ __________ ___________ _ _ :JointR(ctions. . •.. . LL - Joint Label NI :.,O: I 2:3631 • ....I 3 ::.:J • Tôtáls: • • I.. • • 0 • .I .4.8681 :1 • . • . I WIN 01, P BONN NO FOR-MM, MZ [kft]' I 0 .'.... I. RISA-2DI Version 101.0 EC:.iBinhDesktopCurrènt Projec\2K16-120 Lite MachiñéUOIST J607..r2dj Page 1 . . Aw PRIME JOB:2K1612O STRUCTURAL _12/16:.. ENGINEERS SHT:_22 JOB# :' • 2Ki6120 JOISTA K: J607 . . . . JOB NAM :, FARADAY-BLDG. #6 'CHORD P IOPERTIES** :: . INA2 -- IN .: IN IN . INA3 INA3, PSI PSI TOP CHO DCHECK LBS . : LBS-IN PSI , : PSI PSI . PSI MEMBER AXIALLD BENDINGLD. :fa=PIA fb=MIStop.' fa+fb '. Fa %STRESS RESULT LC TI .3062.0 1281.3 4902.66: ' 8065.88 '' S 17390.4 0.46:'. 01< 2 T2 .. 3062.0 1281.3 3163.22 4902.66 8065.88' : 19638.7'' 0.41 OK' 2 T3 . 6115.0 ' 1120.0 6317.15 4285.47 10602.62 19638.7 0.54 OK 11 14 6115.0. 1120.0:.. 6317.15: 4285:47: . 10602.62 : 19638.7 0.54 01< T5 16502.0 1120.0,, 15 6716.94 4285.471 11002.42 19838.7 0.56 OK T6 ,, 6502:0 1120.0 6716.94 4285.47 11002.42 19638.7 0.56 OK". --- - .7 '17 . 3267.0 12813 3375.00 : 4902.66 8277.66 .' 19638.7.. 0.42 OK, TB' 3267.0 1281.3 : 3375.00'* 4902.66: 8277:66 17390.4,0.48,. OK''' 1 BOTTOM CHORD CHECK. MEMBE AXIAL Lb * fa . ' •. Fa •.. S ' , . .1., % STRESS RESULT LC RI . '4606.0 , 7287.97 30000.0 ..0.24. .0.24 OK 1 B2 6777.0. 10723.10 30000.0 036 OK 1 B3 4969.0 ' 7862.34 30000.0' ' : ' ' ' ' •'' 0.26. .'.OK ' I MEMBEI AXIAL LD .25% REACTION. TENSION COMPRESSION .ALLOW TENS ALLOW C0MP % STRESS. RESULT' W21 •3700.0 626.25 0.0,,, 18220.0 4742.7 0.20.,,' 1.. OK W31 2195.0 626.25 ' 0.0 .2195.0 8995.3,, ' 3265.1 .0.67 OK .5 W41_ - -1851.0 :1 626.25 1851.0 '0.0 - 7922.7' • 4466.1 023 OK W51' 811.0 '.. 626.25 0.0 811.0 6245.4 . 2451.3 • . 0.33 OK' W5R ' 337.0 '626.25 626.31 6245.4 2451.3 0.26 1 1 'OK W4R -188t0' 626.25 '1881.0 0.0 7922.7 '5 _4466.1 '0.24 OK W3R. 2418.0 • 626.25 0.0 2418.0 8995.3 3265.1 074 OK W2R -3948.0626.25 , 3948.0 "0.0 18220.0 4742.7 _0.22 OK VIL 509.0 0.0" 509.0 .6245.4 4540.3 0.11 ,OK V2L594.0,0.0 594.0 6245.4 4540.3 0.13 .OK' V2R - 888.0 . '''0.0:. 888.0 ' 6245.4 0.20 " OK V1R - 489.0 '5 0o,, : 489.0 • 6245.4 4503 .: ' 0.11 OK 'CHORD SECTION' AREA Rx•• •' Rz Ryy ' Stop " Sbott Fy Fb' TC 40 . 0.484 : ''' 0.626 0.398 ' 1.219 :. 0.348 0.131 1 .50000.0 . 30000.0 BC -:20 0.316 . ': .0467 0.297 1.027 . '15 0.064 0.166',: 50000.0 30000.0. 4- / ROUG -IN DIMENSIONS T .... :.. Approx. MdeIs No. of TankCaacity A_ B ShIpph'iWeinht. US Gals. Litres inches mm Inches mm Inches mm Lbs. Kg. Dhr&islons Eleirnt DL -6 _1._.._ 6 23 151/2 _324_ jjjj4 11 - 35 15.9 OL-10 1 10 38 181/4 464 18 121/2 318. - - .. 54. . 24.5 DL15 .1 15 57 26 660 inches R47 jL 201/2 i .. 58 26.3 r4L-20 120 76 221/4 i i53I8 ._321_.._.__ 73 33:1 DaL-30 _2......_. . 30 114 307/8. _94___24 1/8 _8 203 100 45.4 OL-40 ....._2_ 40 151 321/4 19_ 25 9/16 943_ _8 ._. 203 _ 125 56.7:. n4i-n qfl: iic .. 1/4 ?/ hR _° _ IRR D6N-30.:.1 30.. 114 341/2 876:201/2.521 - 8_.2Q1 98 44.5 ________ DN-52 2 50 189 547/8 4L2Qi2.2t-_..L_2QL_ 131 59,4. .riN-66 2 66 250 .60314 1543 213/4 8 203 116 79.8 -- 80 303 .593/8 .IL ~652:.- - . :6i 2Q 2.11 95.7 D 120 2 119 450 62 7/16 1586 .293/8 46. - . . 8 2LS. 326: 141.9 ELECTRIC CHARACTERISTICS AND. CAPACITIES NON-SIMULTANEOUS AND SINGLE ELEMENT OPERATION 05,1ST 55- I=T . . aa-n,Slsr . Full Load Current in Amperes Element Recovery Capacities OPH. Connestó.d toSlñgli Phase Power j . Wattage . Temperature Rise Of (All Terminals - LI,L2,&L3) Up$r/Lowèr 40° 60°..80'. 10(1`4 120°.. .. 208V 240T 480V. Jt,%Sn or:L 1500 15 110 8 6 5 72: 32 .- CUTLET .2000 21 4 10 8 1 9-6 j13 2500: . .26 18 . 13. 10 .9 . 12.0 . . . :52... fl 300013000 31 20 15 12tK6UJFVAL --w- .001 45 ooa: L. . is. 21.6 .18.8 .___ I 500015000 51 34 26 20 17 240 208 104 -'- L 600016000 61 41 31 25 20 28.$ 250 125 F 01 El SOW 1 - - - .-. L 3000. . SIMULTANEOUS DUAL ELEMENTOPERATION (both elements on when entire faiikis cold) MAN VAM Full Load Current In Amperes ( '\ Element Recovery Capacities GPM Connected to Three Phase Power ) I •ifattage @ Temperature Rise OI (Terminal L21tonnlflalsLl&L3) Upp8t/Lowar 401 W. 80° 100° 120 208V 240V 480V -. 300013000 61 41 31 24 20 25.0/14. 217/12.5 10816.3 CUTEST AI.1a*T5CUfl4t• . - - - - ISE4OWJ.EJUPT- . 4Q0014000 81 54 41 .33 27 33.3/19:2 219/16:7: 14.4/8.3. rrrcr,MLC) "Up •• _______ ________ _______ / . . 450014500 91 61 45 37 31 375/216 32.5118.8 16294 REIJUVALVEI 5000/5000 102 68 51 41 34 416/240 3611208 18.01104 OPMNO A - - - • • F a 6000/600Q 122 81. 61 49 41 . •• NIA . : 43.3/25.0 21.7112.5 - - . - UAW Rewveiy.capaciflasat 100°F nseeal rrwsmuftaneous element.opeation -4:1 gal xWofoneeIementforsbnultaneous&emenloperaflon 4.1 gal x2/3KW f both-elements. For.other,rises multiply element KWasprevisut eplainedby 410 and ddet:tenoee.Fiifl load ttee-: total walts4voftage. SUGGESTED SPECIFICATIONS The water I eater(s) shall be Dura-Power Model(s) No. . as manufactured by A. 0. SMITH or an approved equal. Heater(s) st all be rated at _ KW,volts,- . _phase, 60 cycle AC, and listed by Underwriters' Laboratories. Tank(s) shall be ______gallon capacity. Heater(s) shall have 150 psi working pressure and be equipped with extruded high density anode rod. All internal sui aces of the heater(s) exposed to water shall be glass-lined with an alkaline borosilicate composition that has been fused to steel by firii j at a temperature range of 1600°F. Electric heating elements shall be medium watt density with zinc plated copper sheath. Each elemiE nt shall be controlled by an individually mounted thermostat and high temperature cutoff switch. The outer jacket shall be of. baked ena el finish and shall be provided with full size control compartment for performance of service and maintenance through hinged front panel and shall enclose the tank with foam insulation. Electrical junction box with heavy duty terminal block shall be provided (except on 20V & 277V [no junction box on DEL-6 thru 201). The drain valve shall be located in the front for ease of servicing. Heater tank shall have a three year limited warranty as outlined in the written warranty. Fully illustrated instruction manual to be included .0. Smith Water Products Co., Inc. On Line . Water Products mpany ww.aosnuthwaterheaterscom Ashland City TN A Division of A. 0. Smith Corporation For Technical Information and Automated Fax Service, A. 0. Smith Corporation reserves the right to make product changes Phone: 800-5274953 or improvements at any time without notice. A 214.0 1 A. 0. Smith Corp., 2004 • • Printed in U.S.A. 5 .• L 1 1i i - - 1% ' I / I - -& -- if --1 I - - Printed Date: 12/12/2016 Job: LITE MACHINES - FARADAY Mark: EF-i, SF-1 Model: QEI-22450 Model: QEI-224-50 Mixed Flow Fan Operating Performance 5 4 - - .0' 2 4 6 8 ' 10 12 14 Volume (CFM) x 1,000 Operating Blip point Operating point at Total SP Operating point at External SP - Fan curve , System curve Brake horsepower curve 4 C.) 3a 1 LH-GREENHECK Building Value in Air. Performance Quantity 1 2 Volu ie (CFM) 9,000 External SP (in. wg) 2 Total P'(in. wg) 2 Operating F lower (hp) 4.36 Start-Up F lower (hp) 4.36 Fan RPM 1418 - Max FanRPM 1,839 Eli Nation (ft) 30 I Start-ui Temp.(F) 70 Operatin Ternp.(F) 70 Fg n Configuration Size 22 Class •• I Ar ingement . - 9 Dischan e POsitiOn Horizontal MOunting Base-Mount Ma erial Type -. ' Stl Eq ipment Weights Fan (LMD)(lb) 370 Moto Drive (lb) .93 Acce oriesQb) .39 lisO Fan 'Data FEC 75 Outlet Veto ty, (ft/mm) -1.758 Static Effi 'ency (%) 68 'Wheel V 2 (lb-ft2) 24.25 Tip Spe d (ft/mm) 10,022 - Thrust' Weight (%) 11.6. -. Thrust orce (Ib) I 58. ..ri)tor and Drives Mob SuppliEr Greenheck - ' Size (hp) -5 RPM 1725. - Enclosure. ODP Voltage 208 - Cycle. 60 - - Phase 3 Fi ame Size 184T Max F arne Size 254 Location A -. . P hey Type 'Constant. -Dnvi Loss (%) 4.0 _______ Drives Multiple Drive Se n e Factor 1.5 NEC : (Amps) - 16.7 CAPS 4.21. Sound Power by Octave Band - SO1IflE Sound Data 62.5 1 125 1 250 1 500 1 1000 I 2000 I 4000 I 8000 1. LwA I CIBA I Soncs I Inlet 1 74 1 87 84 1 81 1 79 I 76 I 70 I 63 84 I 73 I 20I Outlet 83 1 83 82 1 84 1, 82 1 78 72 1 62 86 75 Radiated 1. 77 1 79 73 68 65 1_61 -- - 46 -•- 71 ] - 60 - [_io.i V-- FI.A -based on tables 150 or 148 of Natioziai Elec5tesl Code 20(R Aabzal rbatorFlAedva,j sizing tibiaIiednd stat -- _ lectoty.' LwA -A weighted sound power level, based on ANSI S1 .4 . dBA-Auwfgtded sound piessurelèvel. based on 11.5dB attenuatIon per octave band at 5 5- MAteve arels not Ucenscd by AMA tatianaltonal Sotias- cètoutated using MICA 301 at 5 i Generated by' lftetd@nswcsd.com K:CAPS'tJobsUiTE MACHINES - FARADAY gfg Pagel of 14 illi___ IN DIkiN Submittal pata Sheet 12-Ton VRV-I/ Heat Recovery Unit - 230V - REYOI44TTJU Project: Faraday Submitted by: D4inis Christie of Vantec- San Diego on 12114/2016 Submitted to: No Engineer Name Specified Tags: HRU-1, H4U-2 Refrigerant Ty e: R-41 OA Cooling Operation Range (F DO): 23-122 Holding Refrig rant Charge (ibs): 25.8 Heating Operation Range CF WB): -13-60 Additional Cha ge (ibm): Max. Pipe Length (Vertical) (ft): 285 Pre-charge Pip ng (Length) (It): Cooling Range w/Baffle (5F DO): - Max. Pipe Len (Total) (8): 540 Heating Range w/Raffle (F WO): - Max Height sefaration (Ind to Ind It): DVMENS ONAL DRAWING 9fl6U5)x 718(22.5) Ub(onhotes I -. Daikin North America LLC. 5151 San Feflpe, Suite 500. Houston. IX. 71056 oted Sdurtiltal Dab VI' IKIN Submittal Data Sheet. 1-Ton VRV- VHeat Recovery Unit - 230V - REYQI44TTJU S . ... . Project: Farada . . . Subm!tted by 0 onis Christie of Varitéc - Sari Diego on 12/14/2016 . Submitted to: Nc Engineer Name Specified . . Ts HRU-1 H U-2 .. . . FEATURES . . e• Variable Ref igerant Temperature (VRT) control allows the VRV IV to deliver up to 8% of Improvement in seasonal àooting efflaency compared . to previous E alkin VRV.heat recovery systems . . Improved eff clency with lEER values now up to 293 Can provide eating down to 13 F WB as standard Larger C2pai ity single modules ranging up to 14 tons and systems up to 38 tons allow lb a more flexible system design when compared to VRV Ill New configui albrA&twara designed to simplify the commissioning and maintenan of the system a Standard Lin ifted WanBnty 10-year warranty on compressor and all parts O Larger capa single modules allow for opportunity to reduce electrical connections piping connections and outdoor unit mounting fixtures O All inverter c mpressors to increase the efficiency and avoid starting rJts current inrus Assembled .ii the US to increase flexibility and reduce lead times YZ Factory stan rd coil guards BENEFIT Can operate ipto 25 indoor units on a single piping network 3 row 7mm at exchanger coil improves efficiency a Inverter cont of board cooled by refrigerant to avoid influence from ambient -. . tempera S.. O Integrated in, ertechnotogy deliver maximum effidency during part lead conditions 6r d provide precise individual zone control a Heátexdian erccil WTPS around on all 4 sides of.the unit to increase the F-74" '' surface are dfidw C 0 Modular and ghlwel.t- enables flexibility in system iayout and installation gold fin mating with a sattspraytestraling of 1000 hours provides . . S• .supeiiorco •on resistance for applications near seacoasts and other S S Co.nosIve• menta .a Design He withlongpiping lengths upto3280ft:totalánd10Oft. S : . vertical on between indoor units . a Designed reduced MOP to optimize installation cost 0. Digitat on the unit for improsed and faster configuration, . .commission and troubleshooting. - . . . . S Dalkin North America LLC 5151 San Feilpe, Suite 500. Houston. TX. 77056 Daikin City 13 a S . . - -. wwwclaikinaccom taWwdafkIncomllcom V I ,6,41KIN Submittal Data Sheet 12-Ton VRV- V Heat Recovery Unit - 230V - REYQI44TTJU Project: Farada Submitted by: D nnls Christie of Varitec - San Diego on 12/14/2016 Submitted to: N Engineer Name Specified Tags: HRU-1, H U-2 - Outdoor Unit A lodel No. REVQ144TTJU Outdoor Unit Name: 12..Ton VRV-iV Heat Recovery Unit - Type: Heat Recovery Unit Combination: Rated Cooling Conditions: Ambient F DBANB): 95 75 Rated Heating Conditions: Rated Piping I ength(ft): Rated Height I Iference (ft): Rated Cooling Capacity (Btu)hr): 134,000 Rated Healing Capacity (Btu/hr). 150,000 Nom Cooling apacity (Btu/hr): 144,000 Nom Heating Capacity (Btu/hr): 162,000 Cooling Input ower (kW): 10.80 Heating input Power (kW): 11.50 EER(Non-Du ed/Ducted): 12.90/11.90 Heating COP (Non-OuctedlDucted): 3.8/3.6 lEER (Non-Du ;ted/Ducted): 24.20 / 22.20 Heating COP 17F (Non-Ducted/Ducted): 2.6/2.4 SCHE (Non-DuctedlDucted): 25.50/23.80 Power Supply i ffHzlPh): 208-230/60/3 Compressor Type Inverter Power Supply onnections: Li, 12,13 Ground Capacity Control Range (%): 10-100 Min. Circuit A, s MCA (A): 55.00 Capacity Index Limit: 72.0-187.0 Max Overcurre vt Protection (MOP) (A): 70.00 Aiiltow Rate (H) (CFM): 8228 Max Starting c prentMSC(A): Gas Pipe Connection (ncit): 1-1/8 Rated load Aff ps; RLA(A): 16.2+22.6 liquId Pipe Connection (tnth) 1/2 Dimensions ( ght) (m)c 66-11/16 N/l Pressure Connection (inch) 7/8 Dimensions (W d1h) (m): 48-7/8 H/I Equalizing Connection (mch) Dimensions (( pth) (m)- 30-3/16 Sound Pressure (H) (dBA): 65 Net tWght (L) 780 Sound Power Level (dBA): 86 Max. NO. of Indoor Units: 25 lialldn City Gene ted Substattsl Data Daikin North America LLC, 5151 San Felipe. SuIte 500, Houstcm, TX. 71056 wvdaiHeac.com ancom(ost.ccm I Qy 1 J60 TC 40 48400 BC 20 31662 Actual effd,t] I 1)11 .cy Joist Engineering Joist Chord Job No 4215-05 Sect Base1h 18LS280/160 15-33/4 Rz Chd 546000 626000 121929 398000 415000 467000 102736 297000 17.039 Panel Point Check intpan TC Endple TC Endpre BC Intpan Design 06 Name Pitch tvie P gap Q 1 834277 1 906523 Bcxle FARADAY TC 40-2 BC 20-1 Stop 347985 063594 Bare SyL..rn Page. 1 j . X2 X 1/8 1/2X1 1/2X7164 Sbott Fy Eh WtLt 130674 50000 300000 330000 166265 50000 300000 214000 5.44000 Mid Panel Check TC Intpan TC Endple TC Endpre BC lntpan Item T Govcase 501 501 501 1 0 0 501 507 507 1 Govmeinb - 19 15 22 25 0 0 18 15 22 25 4.djForcelb - 75858 39120 -39120 81681 00 00 -75856 57813 57813 81681 kxsiress - 78365 -40413 40413 129176 00 00 78363 59724 -59724 129176 4omitmlb - 11200 12813 12813 00 00 00 5600 3981 3981 btop - 1609.3 '.1+841...1'' 184i.6 0.0 0.0 00 -804.6 572.0 -5720 0.:0 bbottom - '14285.5 4902.8 49027 00 00 00 21427 1523.2 1523.2 0.0 b - 285 5 4902.8 49027 0.0 00 0.0 -804.6 -5720 -5720 0.0 21220 49441 -89440 129176 00 00 -8641.0'. 65444 -65444 -'12917.6 000 000 000 000 000 000 2400 2500 25..00 0.00. y-ms - 000 000 000 000 0.00,000 3600 3600 3600 000 t-ins - 000 000 000 000 000 000 2400 2500 2500 000 illreqd - N N N N N N N N N N 000 000 000 000 000 000 075 100 100 000 y - 0.06 .000 000 000 000 000 100 100 100 000 z 000 000 000 000 000 000 1.00. 100 100 000 Eaxl/r 000 000 000 000 000 000 6030 6281 62.81 000 11_0.0 00 00 00 00 00 196387 173904 173904 00 e 00 00 00 00 00 00 1806154 936340 936340 00 1000 0.000 0000 0.000 0.000 0.000 0983 0981 0.981 0000 ltstrm - 2122 -8944 -8944 12918 0 0 0 0 C) 12918 idpanck - 000 6.060 0.000 0000 0.000 0.000 0.432 0370 0.376 0.000 tied NO NO NO NO NO NO NO NO Actual I xeqmre LL IL iertia= . 111.5 18.2 L/R 240.0 180.0. ionl Shear Chec i TC ft 5721.9 BC Iv 9349.8 hit fillers 0 ,. End Panel fillers 0 BC fillers 0 CB11.DiSt(rn:TCOfrY* 170 17273 BCRY24O) 20.547 TC = 17.27 BC= 20.54 or/Wamings Nbrk J607 bat 18LS280/I60 Baselàigth 15-3 3/4 I t -w--- ,y_crc_l-_,_ 1206 Quincy Joist Engineering System 1 Page L. Joist Web Design J JobNo42L!L"m Sea 06 Name FARADAY S Mack Baselengib Pitchte : :J607..-18LS28011(k0 15 j'3/4. P '--'LC- 4072A 2-X 1/8 20-11/2X11/2X7/64 Allow Allow Weld Web Tens Comp Lx 'JR Tens Comp length Angle Member Sect Qty fibs) (lhs) (ins) fibs) (Ibs) Ins Size Web Design Im W2 B5 1 47342 00 3025 13829 182200 47427 115 7/8 "RD, 2'W3 13 1 00 1.2933.0 23.98 117.10 8995.3 3265 1 1,80' 1 1/4 X 1 1/4X 1/8 3 W4 10 1 2545.4 00 29.43,8936 7922.7 4466.1 1.56 1 1/4 X 11/4 X 7/64 4W5 01 1 12774 -13474 2943 11261 62454 24513 083 IXiX 109 5 W5 01 1 12774 -13474 2943 11261 6245.4:.24513 083 1XIX 109 6 W4 10 1 2545.6. 00 29.43'*8936 7922.7 4466 1 1.56 1 1/4 X 1 1/4 X 7/64 7 W3 13 1 00 -29332 2398 11710 89953 32651 180 1I/4X1 1/4X1/8 8 W2 B5 1 47342 00 3025 13829 182200 47427 115 718 'ID Verticals DesIgn 9V1 01 1 379 -15264 1704 6520 62454 45403 094 IXiX 109 *1.61 V2 01 w. 1 379 -15979 1704 6520 62454 45403 0.09, IXIX J09 11 V2 01 1 379 45979 1704 6520 62454 45403 0981. 1X1X 109 12V1 01 1 379 -15264 1704 6520 62454 45403 094 1XIX 109 MaA IC 7 ii 18LS28W160 Baselnsgth 15-33(4 LV ( Quincy Joist Design Rel 4 10 ] Page 1 J607 Job No 4215-05 Seq 06 Name FARADAY Mark Joist Base length Depth : J.607 18LS280/160. .15-.33/4 18.00 L it Panel = 2-3 I i47/8 2pane® -0 / 2-Q RECPanel l47/8/ 2-3 L BC Panel = 2-3 . . RE BC Pane1 2.3 Load Case No. I PT. at any One TC.Panel Point.1.00 Rips . ., .TC tiniforin Loa.280.OÔO/ 150.000 lb/ft . . Reactions -LE:. . TC@0-2FroxnLE= 2958.0 Lbs RE: TC @ 0-2FroniRE 2,958.0 Lbs Min. Shear: 25% 739.5 Lbs Load Case No 1 Par t.2 Reactions LE TC @0 2 From LE' 29580 Lbs RE TC ® 0 2 From RE' 29580 Lbs Min. Shear 25% 7395 Lbs Load Case No- 6 . ... . 1 TC/BC Axial Lo..5.31 Rips ,aedücéd 25.00 t PlY, at any One rC Panel Point.1.00. Rips ,Reduced 25.00 TC tJnifOrm Lo5 .120.000 lb/ft . ,Reduced 25.O0 .. . . ReactionsLE: TC®0-2 From LE" 1,319.8 Lbs RE: TC®0-2FromRE= 1,319.8 Lbs Miñ.Shear: 25% 329.9 Lbs Load Case No 6 Pa,? 2 Reactions LE: TC@0-2FromLE= 1,319.8 Lbs RE: TC© 0-2FromRE' 1,319.8 Lbs. Min. Shear: 25% 329.9 Lbs Load Case.N 7 . .. .. TC/BC Axial Loa 1. .. ...........5.31 Rips ,Réduced 2506 t . . PT at any One Panel Point 3. 00 Rips Reduced 25.00 % 120.000 lb/ft . ,Reduced 25.00 ' . . . TC Uniform LOad . ............... 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EQUIPMENT MATRIX WARE MALCOMB I I I I I I Go EOI*Oe,0 ____________________ - Co.n.** 1j ' EPon 669e,t.Gee0kdioel16nbe,wnLoS OW, bOoZY 1100 Greoedieg - To- kuuu,4~ - -Imam colorer, - .peak • • - 'I 4.1 i 05 00o00eo 90-165 PepeoCwShredd,r GOECO/Ile GXC205PI 176 04 258 Ye, I I I I I I Unbwwnpeweroweowpdo /691 olrwekoo 00-500 PopCme-S1400/dor GoEC0o GXCZOSPI 078 14 259 Ye, &- uneroowooweooptn - e, Sore, Room ALPHA 90-167 Del tflbeShorp 27 Her/lW DO/I 69/le, 241 81 207 Ye, t 120 : 03 Opho Se/Vol liE Samar Room ALPHA 50-158 Secure (Black Nell some, Defi PoweoEdgT02D - Year 120 70 Se,rerRoom ALPHA EQ-169 UPS Backup Poweo APC S500V Rack LCO UP Y. I I 120 I I I2A I I I I I 21) 17,S0.Vol5O ALPHA EQ25 UPS600DOEOIOO/el APC SOOO-UPSb000IY - --_-_- NO wem ---- - I. Sumer Room ALPHA EQ Ill FOewell C/see CIOoeASA5500-X Se/leo Ye, 120 $ 1 ' I I I I u 073 Deer., Room -ALPHA EQ-112 MW, 40,4/oh C/see C/see Cel/syet 3650e 24 - - - .:1 325 _____________ 11) - -- - 74 Samar Room ALPHA EQ-173 Hard Disk Amy Syne/soy RS2414 Vow u i 120 701 Room DELTA 90474Ded UftmSharpflh91rdee - Doll ho/lee 241 01 20.7 Ye, - 120 03 t -- _' - flenoSewen - 77 eon, Roe,, DELTA EQ-175 nIne, l(GoeneW 1)007/er Dell PowelE/Ig 1622 Ye, I I 120 I I 6.25 I I I I I wjeoe,ree,o 170 semer Room DELTA 50.170 UPS Backup power APC Rack Y. 120 029 - LCO UPS no lv Room DELTA 120,177 UPSBOE,tnnder Sfll0dUP5b0l101Y Ge 1l 702 PPe/07de,e9101e0n01hn nIT uso ory Room DELTA EQ-ITO Fir. C/see CGeeASA5500XS& Y. iib_H11U______________ 1.1 —R—.DEL EQ-lb H god Owl/oh Cl.- Cl— Co101yol 3650 x 24 Ye, 120 - IU Ie,wenol Room DaTA 0Oo2504550C V 100 Servo Room Rook EQ.181 Building dstribut] POE ldlVgdoSlbol/eePOE L61I/eyn 1GS124P24-Pelleolloh ye, I I 120 I I I I I I I I I El SroeRemRook 90102 Blldlng4/eol/s4/POE N!, LGS734P24wlho IU o Sitch Wth POE Samar Room Rook Ea 183 fircomirIgllnlntD Vel SvAtch COo Cisco Catalyst 2DSBCG "° I 120 I I 015 1 $ I I lu ii - 11111111111 IThi ii4_r 4 __ _ 1111 fik 1T - P J A r~J I'E -- _____hHEYtLI0 ? rL , -- ________ -14 Ne -- I 4 Pages- VM-6 Haas Technical Publications 1 H - . I lor , 1.- ___________________ I2505n'n,) (271Bnrrn( 1 (137nvnlJ_ Leveling Pad Pin Dimension lIO'.I 4 OX015n6.5DP U J &_k 7 1 (8Xø38n2l6nnnDP) (co IS i l MerN F I -r U 5e(1499l4 Reference ES0039 :—E Machine Clearance Heights VM-6 Anchor Pattern Two-Step Operator Platform included (not shown) - - - Extended Z-Axis Clearance Option Length: 72.5 (1842 mm) -. 20r (5232 nm) add & (203 mm) - Width: 23.5'(570 mm) - 189(4801 flun) - Height: 12.5 (318 mm) nQ 15014038.nl (711JJ r—'JJ p - 13378 ml)) 24 fir C V =r Opeothn 40.1 SMTC - C - Hni9hi A - oiwi - 6 - - 1102 nw) l93 1l -Cr= a .... :-. H J - - /////////J//////////////// //// 2X26 ISV 2X 29.5- 74 I 5g. ('49 tv - (ill 4)(4.er11251nm) 19.60' (500 flCCCI) - - - - A 6 tJLi L.JJ iifl 222555.1 .l I TTh i][°Tfl •- f ;;iiE]EI1- i IIf:- _____ • iiiiiii - I - •ItI i4T1[iid[ - •0 - 2.40' (62.5 m,)_..j L._ .. / - oew (lit n,)—.-- -- - sx4oril2snCmip AA Deta)IB 356 175mm(, - A-A Detail 05 VM-6 Inch Table Dimensions VM-6 Metric Table Dimensiong 88 I M12 x 1.75 .7°.)18.l nn(deop r Detail B 1375' (34.53 sml deep ,o Section A A (Inch) Inch and Metric Section A A (Metric) - a - 2.0'(Sl ee( - e411620nw1 -._-----..i -- - - -- - . • - - - - - . - - - ---------------------- - - - 4 - ENds . MOF Z-ACdS - - - - - _ 3 (702 CCmC( - ltevni (762 nw( - 0000502 - - - - -, • - . - . . •(Cl (013.5.) - . f__C'\ Nibble -- C - DEEIEEE1D : - - - c DmrnDEIDEDDEID 4*40 - - • imm C - -- - - - • - - j_• -. r1rTt I 1lr1 LL TABLE - - C - - 640000 6000WfCOSP0 I EMeX.AsblTeedn25)66ne.( '0 NOTES: ----------- S - I. TASLEPosmON(s)ATMAxx&YTROVEIS. - - - 2. MEASUREMENTS ORE FROM THE EDGE OF MILL TABLE 10 NEAREST • • C • - OOSTRUCEONOO. ENCLOSURE. WAY COVER, 000RSETC.(. C VM6 Layout DrawingsiMENsioNsAeEecsucEoosAE,oHTABovETusL6IocREasEsI . Revision - - • in FRONT OF ENCLOSURE IS SLOPED 5 IMIARO FROM eorroe 10705 • Detail C • - DIMENSIONS SHOWNAREATTABLE TOP HEIGHT. • • September 27, 2013 - C- - • - Top View VM-6 Enclosure Usable Work pace • Front View 02013 HaasAutomatlon, Inc. • - . r fl DII ISO standard G-code programming through the user-friendly, full-function Haas CNC control, or use the optional Intuitive / Programming System 4800-rpm main and secondary spindles 4000-rpm main and secondary spindles Warranty: 1 Year Parts and Labor " [Standard Features] Dual 8 3" Hydraulic Chucking Systems 2.O X-AxisTravel.: 6000 r'm LiveffooLingwithCAxiS Synchronous Turning Capability On The-Fly Pass Off ,Capability, CNCControL Cabinet Cooler 15' ColorLCD Monitor,/USB,Port .. 1MBProgram Memory Rigid Tapping KA • Made in the USA ±2.0' Y-axis travel for off-center Secondary spindle allows synchronous milling, drilling, and tapping turning and on-the-fly part pass-off ' .[Oi,tions]pa r t1a 1 11S.t .. (DS-30Y] 18 x 23 Max Capacity High Pressure Coolant Systems 4000 rpm Main Spindle 30 hp • Automatic Tool Presetter System to 40004pm Secondry Sindl,2Ohp , Belt-Type Chip Conveyor' -.• 12-Station BOT/VDI.Turet ' ' Servo Auto'Door • -. . '•'• Ethernet Inteace ( DS730SSY.] . . . . . . •' . .. Haas Intuitive Programming System• ' ' • ' ... ,, 16"•x 23 •Max Capacity - . . - . Haas Bar: Feeder • 4800-rpm Main Spindle, 30 hp-.-, . .•. • • ' Parts Catcher •- . . - .......... .' . . '.4800-rpm Secondary Spindle, 20. hp . .' . . • • .• - •.. . 24SttioiiB0T/VDI Turret . ' - i-.. .k..... ,..-tn..t nntirp Not recnnncible for tvDoaraDhical errors. Machines shown with optional equipment. Ac t u a l p r o d u c t a p p e a r a n c e m a y d i f f e r . [TechnicaL Specifications] :_tii II 'J1 T!J III' I [:7t1 r"Am I-.1 i . - D i-f - __ ___- moo _. j r'. i 4 i- __________ The Haas DS-30 Series Y-axis turning centers combine dual-spindle turning with V axis, C axis, and live tooling to create powerful "done-in-one" machining solutions for any shop. Available in standard and Super Speed configurations, the machines provide 4" of Y-axis travel (±2" from the centerline) for off-center milling, drilling, and tapping, and come standard with high-torque 6000-rpm live tooling and a servo-driven C axis for versatile 4-axis capability. The opposed spindles support fully synchronized turning, and allow on-the-fly part pass-off to reduce cycle times. Dual-spindle turning combined with V Both OS machines are equipped with a axis, C axis, and high-torque 6000-rpm hybrid turret that accepts 801 tools, OD Live tooling allow multiple operations in a tools and VDI40 tools. The DS-30Y has a single setup to reduce part handling and 12-station turret, and the DS-30SSY has a increase accuracy. 24-station turret. Operating Dimensions I}:l0uII1,'I0l*'1' Max Operating Height 83 2108 mm Max Operating Width 178' 4521 mm Max Operating Depth' 120" 3048mm tWillr control swine forward and coolant roth in place. Additional 13 330 nerd required to open roar service panel. [Specifications] Capacities DS-30Y DS-30SSY Max Cutting Dia. 18' 16' 457 mm 406 mm Max Cutting Length 23' 23 without workholding 584 mm 584 mm Std. Bar Capacity 2.0' 2.0' 51 mm 51 mm Main SDindle Chuck Size 8.3' BY 210 mm 210 mm Max Speed 4000 rpm 4800 rpm Max Motor Rating 30 hp 30 hp 22.4 kW 22.4 kW Max Torque 300 ft-lb @ 500 rpm 275 ft-lb @ 600 rpm 407 Nm @ 500 rpm 373 Nm @ 600 rpm Spindle Nose A2-6 A2-6 * Spindle Bore 03.50' 03.50' 088.9 mm 088.9 mm Secondary Snindle Chuck Size 8.3' 8.3' 210 mm 210 mm Max Speed 4000 rpm 4800 rpm Max Motor Rating 20 hp 20 hp 14.9 kW 14.9 kW Max Torque 135 ft-lb @700rpm 110 ft-lb @700rpm 183 Nm @700rpm 149 Nm @700rpm Spindle Nose A2-5 A2-5 Spindle Bore 02.44' 02.44' 061.9 mm 061.9 mm Swing Diameter Over Front Apron 31.75' 31.75' 806 mm 806 mm Over Cross Slide 1 20.75' 20.75' • 527 mm 527 mm Over Secondary Spindle 21.75' 21.75' 552 mm 552 mm Travels & Feedrates X Axis 12.5' 12.5' 318 mm 318 mm V Axis ±2.0' ±2.0' ±51 mm ±51 mm Z Axis 23' 23' 584 mm 584 mm X-Axis Rapids 472 ipm 472 ipm 12m/min 12m/min V-Axis Rapids 472 ipm 472 ipm 12m/min 12mfmirr Z-Axis Rapids 945 ipm 1200 ipm 24.0 m/min 30.5 rn/mm General Power - 3-Phase 195-260 V 195-260 V VEAL Specifications subject to change without notice. I Not responsible for typographical errors. ,. Machines shown with optionat equipment. ________ Withtr axis ato. _________ - . - - .. -S 2 . - 5 - (178 mm) ] :(89mm) 6X Leveling Pad Pin Dimension I gg- (2515mm) ' ElectCal Connection (2 Air Connection A E 96 83* (2108 mm) - H(2438 mm) igh Intensity Lights and - - . Auto Door (610 mm) . (Optional) - (3429 - . (1245 ml J .. 51.0"(1295 mm)-----1 When B-Ails Is Home 43.0(b092 rnm)__..1 J (102 mm) Iii II T. ft_102mm) - fI!L..!.( I - (102mr -k 45±.75 - (1143±19mm) j *Spindle center heights from floor, may vary due to - - leveling screw adjustments. . 11.0. (279 mm) When B-Axis is at •. 40.0'(1016mm) Max Travel -Nose toNos ... - 441 DS-30SSY Dual Spindle Travel ..,-S •. 2 • - . . I •. _, •. - 187' (4750 mm) with Gearbox Max. . 4 - 178' (4521 mm) Conveyor Operating Position - 161 (4089 mm) with Gearbox - 152 (3861 mm) Conveyor Shipping Position ___ ___ ____ -• ;'H, ________ - -, • ., :z- - ' 10 ,,• - . ' - rà-fl (1035 mm) 26-1/2 (673 mm) Door Opening - I 1~611*(1549mm) - - .• I - Minimum distance required to remove conveyor - -, from lathe 134"(3404 rnm).' - - - - Minimum distance required to remove conveyor. from lathe 88 (2235 mm) when conveyor is folded . - at 90 degrees and folded down as it is pulled out. .5 - . • . . •.; I' ,, , ,.,--- 55 Gallon (208 L) Coolant Tank - - S - • -•• 1 78 (1981 mm) x 27.5' (699 mm) Door - - :1 .. - •. Open -j--- 73.25 (1861 mm) •. - - •. - - 895 mm .i U!i!....\\ 1(3011°mm) w 1 vi-4, ii IIFJ1- 5 1 nj '- Base Canting •(• (2007 mm) - - - - 032.0"(813 mm) - - - Max. Tool Swing - 5• - S -.-•- - -- 031.75' (806.5 mm) Over Front Apron 023.0 OverTallstock ' 5 '• . - Frame _ -, . . . , - 0 ': • 2075 . 5 55•.,5•5,, ------ - (527.1 mm) • - ' .. I ' • - - - - -' - Over Cross-Slide - - DS-30SSY Tool Swing Envelope . - - • - - - Turret at Home Position - - ' - - . • - 24-Station Hybrid VB24 Turret Standard- •• .s • - - . • - • DS-30SSY Revision F - - - Page lof2 - - . - S Sept, 2015 Note: Drawing is formatted for 11" x 17. - - - Drawing will print to 8.5". 11. - SI . - :h I. VB24 BOT 00 Face Mount 3/4 VB24 BOT ID VB24 VDI 00 .. - - .• . VB24 Vol ID LIVE AXIAL TOOL LIVE RADIAL TOOL. I . 4 . •. - View A-A DS-30SSY Cut Envelope Diagrams 41 I - ®1 029.0* (737 mm) . Max. Tool Swing _ with V-2.00 (51 mm) 5.40'(137 mm) . 4.69 . • - (119.1 mm) - (463.6 . . . mm) (589 mm) -- --S The position of the work envelope will shift when using Live Radial tools. - - — 032.0 (813 mm) . . The length the cutting tool extends from the centerline of the tool Pocket Is \ ..-- Max. Tool swing •. . - - the distance the envelope shifts. The above Illustration demonstrates the work with XO and YO envelope in relation to the center of the Vol tool pocket. . . . - Y-Axis Travel Envelope -. 24-Station Hybrid VB24 Turret Standard DS-30SSY Tool Interference Drawings OS-30SSY RevIsIon F • Page 2of2 - Sept, 2015 . - Note: Drawing is formatted for 11 x 17• - - . .- • . • • Drawing will print to 8.5 x 1V. S I. .5 High push-rod speeds for shorter Easy height adjustment for part-to-part cycle times bar diameter changeovers Bar Feedet 414 Haas C)OO - cN - AU bar feed parameters are set at the lathe control Easily accessible storage for all Haas extruded liners Rollaway design provides easy access to the rear of the lathe spindle Warranty: 1 Year Parts and Labor (Standard Features] Rottaway design for easy access to the • Easy bar diameter changeover (height rear of the lathe spindle adjustment), with better ergonomics High push-rod speeds for shorter part- • Quick-change pushrod design, with no to-part cycle times toots needed Ability to use the pushrod as a stop • Storage for 3/811 (9.5 mm) and 3/41 (20 mm) pushrod diameters Improved mechanical design for increased reliability and performance • Easily accessible storage for all Haas extruded Liners //J I cnprThr,i-ions cubiect to chanqe W - -- ithout notice. Not responsible for typographical errors. macnine 5flOWfl WIll' UlJL1V111L [Technica[ Specifications] r 'I spe-c-ific-ation-'s- J Bar Capacities Bar Diameter Range1 0.375' to 3.125' 9.5 to 79.4 mm Bar Length Capacity 48' 1219 mm Recommended Max Bar 48' Length in Spindle2 1219 mm Minimum Bar Length 15' 381 mm - Charging Tray Max Number of Bars on Charger Tray up to 30' depth up to 762 mm depth Max Total Weight of Bars , 650 lb 295 kg Max Bar Weight Capacity Lift Arm Max Weight Limit 80 lb 36 kg Accuracy Positioning Without 0eadstop3 ±0.01' ±0.25 mm Geneial . Interface . Direótly to the Haas Control Power Requirement Connects directly to the 'lathe electrical cabinet Weight 900 lb 408 kg 'Max ba diameter is determined by the bar capacity of the lathe, but not to exceed 3.125' 179.4 mm). 21t is recommended that the maximum length of bar in the spindle does not exceed the length of the spindle liner and adapter combination. 3With recommended pull-back-type collet. tr I . Haas Bar Feeder The Haas Bar Feeder provides a simple efficient, and affordable way to automate part production on Haas turning centers. It features a .heavy-duty, compact design that boosts productivity and streamlines turning operations. Designed and built for use with Haas ST-10 through ST-35 and DS series CNC turning centers, the Haas Bar Feeder connects directly to the Haas control. Unique rollaway design provides easy access to the rear of the Lathe spindle for quick liner adapter and liner changes. Note: Requires anchoring to the floor to use the rollaway feature. Requires the purchase of an installation kit specific to the Haas CNC turning center it will be connected to. Not compatible with any gear-drive spindle option on the ST-30 or ST-35. Requires software version 11.21A or later. I I - '.5 ....ih 4 1 G1 Al - Retracted Forward IOperating f'1Dimensions Al: Max Operating Height, Closed . 49.25 1251 mm 48.5' 1232 53 1346 mm A2. Max Operating Height. Open 69.75 1772 mm 69.0 1 753 73.5 1867 mm Max Operating Width 83.1 2111 mm Max Operating Depth, Forward 50.9' 1293 mm Max Operating Depth, Retracted # 57.5' 1 461 mm _______________ Specifications subject to change without notice. Ii199I..9 8.I Machine shown with optional equipment. Product appearance may differ. Not responsible for typographical errors. Haas Bar Feeder Machine Layout Drawing *See installation instructions for anchor pattern details I 83.1 r (2111 mm) - --------------------------------.z -- -- - - - -1 •1 (I IT 73.5 (1867 mm) . Max - 4 (1001mm) - (572 mm ST-10: 49.25"(1251 mm) - '-' ST-20/25:48.5' (1232 mm) - ST-30135: 53.0" (1346 mm) Spindle Centerline Spindle Centerline (1321 M) 575" (1461 mm) - Retracted Haas Technical Publications 43.0*___ (1092 mm) , (201 mm) Forward Haas Bar Feeder Layout Drawing Revision A April, 2015 ffrizzjq MACHINE DATA,'' SHEET Industriffi, JncM Customer Service #: (570) 546-9663 To Order Call: (800) 523-4777 Fax #: (800) 438-5901 MODEL G0602 10' X 22" BENCH TOP METAL LATHE Product Dimensions: Weight. ........................................................................... ................. ..................... ............................................. 330 lbs. Width (side-to-side) x Depth (front-to-back) x Height ................................................................ ..... 46 x 22 x 16-5/8 in. Footprint (Length x Width) 47-1/2 x 12-1/2 in Shipping Dimensions Type.......................................................................................................................................................... Wood Crate Content........................................................................................................................................................... Machine Weight............................................................................................................ ...................................................... 432 lbs. Length x Width x Height ......................................................................... . ....................................... . ..... 50 x 23 x 22 in. MustShip Upright .................................................................. . ............... ................................. .................................. Yes Electrical Power Requirement 11 ov Single Phase 60 Hz S Prewired Voltage ......................................................................................... .......................................................... .iiov Full-Load Current Rating .................................. ...................................................................... . ............................. 13.6A MinimumCircuit Size .................... ........................................................................................................................... 20A ConnectionType ....................................................................................................................................... Cord & Plug PowerCord Included..............................................................................................................................................Yes PowerCord Length .................................................................. .................................................. ............. ................5 ft. PowerCord Gauge .........................................................................................................................................:16 AWG PlugIncluded .......................................................................................................................................................... Yes IncludedPlug Type................................................................................................................................................5-15 Switch Type ......................................................................................................... Forward/Reverse & Button Switches Motors Main Type ................................................................................................................. TEFC Capacitor-Start !nduction Horsepower ........................................ ............. ............................................................................................ 1 HP Phase............................................................................................................................................Single-Phase Amps............................................. . ........... .................................................................................................. 13.6A Speed................................................................................................ . ....................................... . ........ 1725 RPM PowerTransfer ..................................................................................................................................Belt Drive Bearings ..................................................................................................... Shielded & Permanently Lubricated Main Specifications: Operation Info SwingOver Bed ............................................................................................................................. ........ 9-1/2 in. Distance Between Centers......................................................................................................................... 22 in. SwingOver Cross Slide ......................................................................................................................... 6-1/8 in. SwingOver Saddle ...................... .......................................................................................................... 6-1/8 in. MaximumTool Bit Size ............................. ............................... . ................................................................ 1/2 in. CompoundTravel ......... . ............................................................................................... . .......................... 3-1/2 in. CarriageTravel .................................................................................................................................... .18-1/2 in. Cross Slide Travel 6-1/2 in Model G0602 The information contained herein is deemed accurate as of 12/13/2016 and represents our most recent product specifications. PAGE 1 OF 3 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. Headstock Info Spindle Bore . 1 in. SpindleSize ...........................................................................................................................................1-3/4 in. SpindleTaper............................................................................................................................................MT#4 SpindleThreads.........................................................................................................................................8 TPI Numberof Spindle Speeds ................................................................................................................................ 6 Spindle Speeds ....................................................................................................................... 150 — 2400 RPM SpindleType.......................................................................................................................................Threaded SpindleBearings.........................................................................................................................Tapered Roller Tailstock Info TailstockQuill Travel .................................................... .......................................................................... 2-1/2 in. TailstockTaper..........................................................................................................................................MT#3 TailstockBarrel Diameter ....................................................................................................................... 1.25 in. Threading Info Number of Longitudinal Feeds.........................................................................................................................9 Range of Longitudinal Feeds........................................................................................0.0025 - 0.0140 in/rev. Numberof Inch Threads.................................................................................................................................33 Rangeof Inch Threads ...................................................................................................................... 8— 72 TPI Numberof Metric Threads ................................................................................................ . ............................. 26 Rangeof Metric Threads...........................................................................................................0.25 —3.50 mm Dim nsions BedWidth..............................................................................................................................................6-1/8 in. Carriage Leadscrew Diameter ................................................................................................................... 3/4 in. LeadscrewTPI.........................................................................................................................................12 TPI CarriageLeadscrew Length.......................................................................................................................34 in. SteadyRest Capacity ......................................................................................................................... 1/4 — 2 in. Follow Rest Capacity .......................................................................................................................... 1/4 - 2 in. FaceplateSize ................................................................................................................................ . ............. 8 in. Construction Base.....................................................................................................................................................Cast Iron Headstock............................................................................................................................................Cast Iron EndGears..................................................................................................................................................Steel Bed..................................................................................................Hardened and Precision-Ground Cast Iron Body... .................................................................................................................................................. Cast Iron PaintType/Finish ...................................................................................................................................... Epoxy Other Specifications: Coun:ry of Origin ................................................................................................................................................China Warranty...........................................................................................................................................................1 Year Apprcximate Assembly & Setup Time ..............................................................................................................1 Hour Serial Number Location ............................................................................................................ID Label on Headstock ISO9001 Factory ....................................................................................................................................................No Certified by a Nationally Recognized Testing Laboratory (NRTL) ..........................................................................No Features: Hardened and Ground V-Ways Chip Tray Included Back Splash Full Featured Carriage and Apron Assemblies Provide Super Accurate Cuts and Finishes Model G0602 The information contained herein is deemed accurate as of 12113/2016 and represents our most recent product specifications. PAGE 2 OF 3 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. Accessories Included: 4-Way Tool Post 5 3-Jaw Chuck with Two Sets of Jaws 6-1/2" 4-Jaw Chuck with Reversible Jaws Face Plate Follow Rest MT#3 Dead Center Steady Rest - Tool Box with Tool Kit Model G0602 G0602 The information contained herein is deemed accurate as of 12/13/2016 and represents our most recent product specificati6ns. PAGE 3 OF 3 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. VINE. MACHINE DATA SHEET - Customer Service #: (570) 546-9663 To Order Call: (800) 523-4777 Fax #: (800) 438-5901 MODEL G0759 MILL/DRILL WITH STAND AND DRO Product Dimensions: Weight..............................................................................................................................................................280 lbs. Width (side-to-side) x Depth (front-to-back) x Height...........................................................................38 x 24 x 31 in. Footprint (Length x Width)..............................................................................................................15- 3/4 x 16-1/2 in. Space Required for Full Range of Movement (Width x Depth)....................................................................57 x 25 in. Shipping Dimensions: Carton #1 Type................................................................................................................................................Wood Crate Content.................................................................................................................................................Machine Weight....................................................................................................................................................315 lbs. Length x Width x Height.............................................................................................................30 x 28 x 36 in. Carton #2 Type...........................................................................................................................................Cardboard Box Content....................................................................................................................................................... Stand Weight......................................................................................................................................................77 lbs. Length x Width x Height.............................................................................................................17 x 17 x 33 in. Electrical: Power Requirement ........................................................................................................... 110V, Single-Phase, 60 Hz PrewiredVoltage ................................................................................................................................................. 110V Full-Load Current Rating........................................................................................................................................12A MinimumCircuit Size ............................ . ................................................................................................................. 15A ConnectionType.......................................................................................................................................Cord & Plug PowerCord Included..............................................................................................................................................Yes PowerCord Length.................................................................................................................................................6 ft. PowerCord Gauge.........................................................................................................................................16 AWG PlugIncluded..........................................................................................................................................................Yes IncludedPlug Type................................................................................................................................................5-15 SwitchType................................................................................................................................ON/OFF Push Button Motors: Main Type.....................................................................................................................................................Universal Horsepower................................................................................................................................................1 HP Phase............................................................................................................................................ Single-Phase Amps............................................................................................................................................................12A Speed......................................................................... ....... .... ... ......................................................... 4300 RPM PowerTransfer .................................................................................................................................Gear Drive Bearings.....................................................................................................Shielded & Permanently Lubricated Model G0759 The information contained herein is deemed accurate as of 12/13/2016 and represents our most recent product specifications. PAGE 1 OF 3 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. Main Specifications: . .. Operation Info Spindle Travel ....................................................... ........................................................................................ 2 in. Max Distance Spindle to Column .......................................................................................................... 7-1/2 in. Max Distance Spindle to Table ................................................................................................................ .13 in. Longitudinal Table Travel (X-Axis) ...................................................................................................... 18-7/8 in. CrossTable Travel (V-Axis) .................................................................................................................. 5-1/2 in. Vertical Head Travel (Z-Axis) ..................................................................................................................... 11 in. Head Tilt (Left/Right) ......................................................................................................... Left 90, Right 90 deg. Drilling Capacity for Cast Iron .................................................................................................................... 3/4 in. DrillingCapacity for Steel.........................................................................................................................5/8 in. EndMilling Capacity..................................................................................................................................3/4 in FaceMilling Capacity............................................................................................................................2-1/2 in. Table info TableLength ......................................................................................................................................... 26-5/8 in. TableWidth ........ . ....................................... . ......................................................................................... 7-1/l6in. TableThickness ....................... ............................................................................................................. 1-3/4 in. Numberof T-Slots ....................................................................................................... . .................................... 3 T-Slot Size ............................. . ....................................................................................................... . ........ 7/16 in. T-Slots Centers ...................................................................................................................................... 2-1/2 in. Spindle info Spindle Taper ................................................................................................................................................ R-8 Number of Vertical Spindle Speeds ...................................................................................................... Variable Range of Vertical Spindle Speeds .................................................................................................. 50-2250 RPM QuillDiameter ....................................................................................... . ................................................. 2.36 in. Drawbar.Thread Size ......................................................................................................... . ..................... 7/16-20 DrawbarLength ................................................................................................................................. 9-11/16 in. Spindle Bearings ......................................................................................................... Tapered Roller Bearings Construction SpindleHousing/Quill ............................................................................................................... . ........... .Cast Iron Table ....................................................................................................................... Precision-Ground Cast Iron Head.................................................................................................................................... . ............... Cast Iron Column/Base .................................................................................................................... . .................. Cast Iron Base..................................................................................................................................................... Cast Iron Stand.......................................................................................................................................................... Steel Paint Type/Finish ................................................................................................. ...................................Enamel Other Specifications: Countryof Origin ................................................................................................................................................China Warranty...........................................................................................................................................................1 Year Approximate Assembly & Setup Time ..............................................................................................................1 Hour Serial Number Location ......................................................................................................ID Label on Head Casting SoundRating .....................................................................................................................................................80 db. ISO9001 Factory ..................................................................................................................................................Yes Certified by a Nationally Recognized Testing Laboratory (NRTL) ..........................................................................No Features: Digital spihdle scale reads metric, inches, zero, set, on/off • Forward/reverse switch . . Chip guard Digital display for spindle speed Dovetail column Front-Mounted fine feed knob Coolant trough . • Model G0759 The information contained herein is deemed accurate as of 12/13/2016 and represents our most recent product specifications. PAGE 2 OF 3 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. Accessories Included: Drill chuck 3-16MM with B16 taper Drill chuck arbor B16 x R8 Two T-bolts Two open-ended combo wrenches Chuck key Oil bottle Extra fuse Hex wrenches 4 Standard and Phillips screwdrivers Tool box Model G0759 The information contained herein is deemed accurate as of 12113/2016 and represents our most recent product specifications. PAGE 3 OF 3 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. - CHINE DATA. &O"M izz MASHEET Ial, J,,c. Customer Service #: (570) 546-9663 To Order Call: (800) 523-4777 Fax #: (800) 438-5901 'MODEL GI0I4Z COMBINATION SANDER 6" X 48" BELT 9" - DISC ZSERIES Product Dimensions: Weight.............................................................................................................................................................-. 117 lbs. Width (side-to-side) x Depth (front-to-back) x Height ........................................................................... 30 x 24 x 56 in. Footprint(Length x Width) ............................................................................................................................. 23 x 19 in. Shipping Dimensions: Type.................................................................................................................... .................................Cardboard Box Content........................................................................................................................................................... Machine Weight ............................................................................................................................................................... 122 lbs. Length x Width x Height ........................................................................ . .............................................. 19 x 29 x 15 in. MustShip Upright .................................... . ................................................................................................................ No Electrical: Power Requirement ............................................................................................. 11OV or 220V, Single-Phase, 60 Hz PrewiredVoltage .................................................................................................................................................. 110V Full-Load Current Rating ....................................................................................................... 12A at 110V, 6A at 220V Minimum Circuit Size..........................................................................................................15A at 110V, iSA at 220V ConnectionType.......................................................................................................................................Cord & Plug PowerCord Included..............................................................................................................................................Yes PowerCord Length ................................................................................................ .................................................6 ft. PowerCord Gauge .......................................................................................................................................... 16 AWG PlugIncluded ........................................................................................................................................................... Yes IncludedPlug Type.................................................................................................................................5-15 for 110V RecommendedPlug Type ....................... ................................................................................................. 6-15 for 220V Switch Type ..................................................................... ............................. Paddle Safety Switch w/Removable Key Motors: Main Type.................................................................................................................TEFC Capacitor-Start Induction Horsepower.............................................................................................................................................3/4 HP Phase......................................... ...................................................................................................Single-Phase Amps......................................................................................................................................................... .12N6A Speed................................................................................................................................................3450 RPM PowerTransfer ..................................................................................................................................Belt Drive Bearings........................................................................................................Sealed & Permanently Lubricated Main Specifications: Belt Sander Info SandingBelt Width ..................................................... ................................................................................. 6 in. SandingBelt Length .................................................... . ............................................................................. 48 in. SandingBelt Speed...........................................................................................................................2300 FPM SandingBelt Tilt ....................................................................................................................... . .............. 90 deg. Max Height of Belt in Vertical Position.......................................................................................................56 in. Belt Tension Release Type ............ ....... ...... .............................................................................. ..Quick Release Platen Type.............................................................................................................................. Graphite Coated PlatenLength ............................................................................................................................................. 17in. PlatenWidth ........................................................................................................................................... 6-1/4 in. Model G1014Z The information contained herein is deemed accurate as of 12/13/2016 Due to our ongoing Improvement efforts, this information and represents our most recent product specifications. PAGE 1 OF 2 may not accurately describe items pre viously purchased. Disc Sander Info DiscDiameter .............................................................................................................................................. 9 in. DiscSpeed ............................................................................................... . ........................................... 3450 RPM DiscSandpaper Backing Type ........................................................................................... ......................... PSA TableLength........................................................................................................................................12-1/4 in. TableWidth ........................................................................................................... . ...................................... 6in. TableThickness...........................................................................................................................................1 in TableTilt ............................................................................................................................ Left 0, Right 45 deg. Table-to-Floor Height ................................................................................................................................. 35 in. Corstructlon Materials Base..................... ................................................................................................................................ Cast Iron Stand........................................................................................................................................ Preformed Steel Table....................................................................................................................................................Cast Iron Frame..................................................................................... . ...... . ....................................................... Cast Iron Disc..................................................................................................................................................... .Cast Iron Miter Gauge.................................................................................................Die Cast Aluminum/Aluminum Bar PaintType/Finish.......................................................................................................................................Epoxy Other Related Into MiterGauge Slot Width ............................................................................................................................. 3/4 in. MiterGauge Slot Height.......................................................................................................................13/32 in. Numberof Dust Ports.......................................................................................................................................2 DustPort Size ..................................................................................................................................... 2, 2-1/2 in. CompatibleMobile Base........................................................................................................................D2057A Other Specifications: Countryof Origin ..............................................................................................................................................Taiwan Warranty............................................................................................................................................................1 Year ApprDximate Assembly & Setup Time ... ................................................................................................... 1-1/2 Hours Serial Number Location ..........................................................ID Label on Front of Stand, Above Grizzly Nameplate ISO9001 Factory ....................................................................................................................................................No Certied by a Nationally Recognized Testing Laboratory (NRTL) ..........................................................................No Awards....................................................................................................................Wood Magazine Best Value 1998 Features: 2" Dbst Port for Belt and 2-1/2" Dust Port for Disc Quick Belt Release Work. Table Mounts for Use on Disc or Belt Single Knob Tracking Cast- ron Table Graphite Coated Platen Sturd:l Steel Stand Model G1014Z The information contained herein is deemed accurate as of 12/13/2016 and represents our most recent product specifications. PAGE 2 OF 2 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. obra Sand thaster by Media litast littp://www.meOiablast.comicobra-automotive-slpflon-sanclblaste: M B V) MEDIA BLAST & ABRASIVE, INC. MADE IN USA Call Factory Direct: 866.204.7068 Model Name I HOME (I) PRODUCTS TECHNICAL SUPPORT LITERATURE MATRIX PARTS & MANUALS COMPANY CONTACT US VIDEOS SLOG (/BLDG/) (IMEDIA-BLAST. (/LITERATURE-MATRIX) (/PRODUCT-DOCUMENT- (ICOMPAN'O ' (NIDEOS) PRODUCT) REQUEST) Home (A Shop Standard l/shop-standard-siphon-sandblasterl> Cobra Sand Blaster The Cobra 100% welded, negative pressure, cartridge filter dust collector is the best of the Light Duty models for 20 cfm and less compressed air usage[ (/uploads/images/origlnal/22.Jpg?wldth=450&helght=450&mode=i (/uploads/images/original/121.jpg?wldth=450&height=450&mode The light duty, siphon Cobra model requires 20 cfm of compressed air and has more features than either the Viper HD or the Space Saver HD. This negative pressure, 100% welded steel cabinet comes standard with two side access doors, hopper dust storage, and uses cartridge filter technology. it was designed for general repair shops, facility in-house maintenance and automotive repair. Due to the advanced cartridge filter technology, the Cobra Is the best of the blast cabinets In its class. The Space Saver HD (/ptv-8.aspx) offers a smaller gun size and a smaller cabinet, and the Viper HD includes many of the same features using the less costly tubular dust bag dust collector. Buying Guide Demo (https://www.youtube.com/watch?v-YzJeXB6-uQ) Standard Features 11 Optional Features 11 Technical 11 Cabinet Sizes STANDARD FEATURES: 100% welded 14-gauge CRS cabinet construction Adjustable abrasive flow-control mixing valve, replaceable Foot operated blast control valve [of 3 12/15/16.12:56 PIV. obra sand iiaster by Media Blast !fltp://www.mecilablast.com/cobra-automotive-slphon-sanablaste: 3-V blast gun with tungsten carbide nozzle & long wear hose LED cabinet lighting 24" safety glass view window (tool-less replacement) -- * View window protector glass (low Static) Window sweep air inlet to eliminate visible window dust Right and left side access door (two doors) Precision air-regulator, air filter/water trap with gauge 8" diameter work ports with attached gloves Expanded metal work grates. 3/4" - #9 flattened Bolt-in cabinet hopper scalper screen ' 1/2 hp 335 cfm class Ill pressure blower Separator reclaimer, pneumatic centrifuge (Patented) 100% welded negative pressure dust collector cabinet with hopper bottom dust storage, 90 sq.ft. cartridge filtration and manual filter cleaning assembly Dust collector service access door Catalyst paint AVAILABLE OPTIONS: Ambient air dryer Safety door interlock Boron carbide nozzle for use with cutting abrasive Anti-static grounding kit Cabinet installation kit NOTE: Standard Features are included with every model. Available Options can be added at additional Cost and may require custom machine work, which may ircrease machine delivery time. Technical Information: COBRA - Machine Type: Dry Siphon light duty Compressed Air Usage: 20 cfm at 80 psi Suggested Air Compressor: We recommend a 220-volt single-phase electrical power supply. Pro lip: Never buy a compressor using the displacement cfm number, always use the second cfm volume number listed with 90-100 psi inside the tank, because tank pressure reduces performance. Recommended Abrasive Size: 60 to 120 mesh Most Used Abrasive Type: Glass Beads and Aluminum Oxide WARNING: Abrasive Restrictions and Warning (/abrasive-restrictions-and-warning) Paint Specification: - Environmentally friendly, high-grade polyurethane high gloss paint. Standard colors Include MBA beige and high gloss light gray. Custom color matching is available using customer supplied color sample, please call 866-204-7068 for pricing. WORK AREA OVERALL DUST COLLECTOR STANDARD ESTIMATED MODEL DOOR OPENING DIMENSIONS SPECIFICATIONS ELECTRICAL SHIPPING WT. 90 sq.ft. cartridge 1/2 hp 335 cfm blower COBRA 42" x 24" x 26'H 100% welded cabinet Wood crate Request Info (/product-inquiry?m=Cobra) Door 20"x21-3/4'l-I 47" x37"x63'H Hopper dust storage 12OV/60H1 Ph 4001bs Service access door Negative pressure ' of 3 12/15/16. 12:56P!v obra Sancl tsiaster by Mefla mast flttp://www.mealablast.cOm/cObra-automotive-slptlon-Sanablaste: INFORMATION - - HOME( LITERATURE MATRIX (ILITERATURE-MATRIX) -u PARTS & MANUALS (/PRODUCT-DOCUMENT-REQUEST) COMPANY (/COMPANY) CONTACT US (ICONTACT-US) SITE MAP (ISITEMAP) PRIVACY POLICY (JPR(VACY-POLICY) PRODUCTS (/CATALOG/) WET BLASTERS (MET-BLASTERS) INDUSTRIAL BLASTERS (/INDUSTRIAL-BLASTERS) MICRO INDUSTRIAL BLASTERS (/MICRO-INDUSTRIAL-BLASTERS) TUMBLE BLASTERS ((TUMBLE-BARREL-BASKET-BLASTERS) LIGHT DUTY BLASTERS (/LIGHT-DUTY-BLASTERS) DUST COLLECTORS (/DUST-COLLECTORS) SANDCARVING BLASTERS (/SANDCARVING-BLASTERS) AUTOMOTIVE BLASTERS (/AUTOMOTIVE-BLASTERS) R&D BLASTERS (/RD-GENERAL-PURPOSE-BLASTERS) SPECIALS & SEMI-AUTOMATED (/SPECIALS-AND-SEM/ALJTOMATED) POLLUTION CONTROL BENCHES (/POLLU11ON-CONTROL-BENCHES) TECHNICAL SUPPORT MACHINE BUYING GUIDE (/BUYING-GUIDE/WET-OR-DRY) MEDIA BLASTING BASICS (/MEDIA-BLASTING-BASICS) COMPRESSED AIR BASICS (/COMPRESSED-AIR-BASICS) COMPRESSED AIR USAGE (/COMPRESSED-AIR-USAGE) GLASS BEAD CONVERSION CHART (/GLASS-BEAD-CONVERSION-CHART) GRIT SIZE CONVERSION CHART (/GRIT-SIZE-CONVERSION-CHART) FREQUENTLY ASKED QUESTIONS ([FREQUENTLY-ASKED-QUEST1ONS) DICTIONARY OF TERMS & OPTIONS (/CATALOG/DIC110NARY.ASPX) CONTACT US 591 W. Apollo St, Brea, CA 92821 CALL US TODAY Discuss Your Application 866-204-7068 SIGN UP FOR UPDATES Email Address - Sign Up /+Mediabla5tandabrasive/about) COPYRIGHT 102015 MEDIA BLAST & ABRASIVES, INC. ALL RIGHTS RESERVED. of . - . : 12/15/16.12:56PII • BARE PUMPS ROTARY MAINTENANCE PARTS AIR TOOLS SERViCE PARTS MOTORS PIPING SYSTEMS by Eaton Compressor ACCESSORIES FINANCING L:ft ) iOl-lP3PhseVarl able speed DrIveSwlngarmPackage ) ... -:--- MOWER DcnPtionJ I11Revlews(0)j Product Source Product Source J America. Geimariy, Italy NO-CHINA [Compressor Information CFM 450 Wa PSI Compressor Style .........- Rotary- Swingarn Complete Packajt ---- 1 3 Drive Type it Alr End Model Ratocomp.IVOOi 3-Outlet Conneëtioi .s... .j I , ,VarIab!e Speed Drive Model Altivar71 - -----------------------Dimension: Depth x Width x Height On inches) 71"x27" 0" Complete Unit Product Weight (Lbs) 12 36 -Co . iinpliite Unit Motor lnformatlon Motor Type - HyundalTEFC orsePowr 10.----_-----__ Phase 3 - .....,._ Motor RPM 1750 Voltage 208/230138014601575 Tank Information - lOnk Size - 120 Gallon Tank Orlentatlàn Horizontal Drain Type Automatic TankpllnS 67x27'x30' Air Dryer Information Dryer CFM S8CFM Dryer OiMS 24,x19x30 -.._•• -__- DryerVoltage 115v t DIry er Outlet Size 3/4' Dryer Orientation - Swingarm Hinge-Easy Access DryerDraln - - BulltliAutomatk Dryer filtration Built In Coalescing Filter Dew Polnt(degrees F) 37-50 MaxAmblent Temperature (degrees F) 122 Refrigerant Type 134-A Max Rated Inlet Temperature (degrees F)- 140 10HP3-PliaseVàriablè speed Drive Swingarm Package. P,odtct Code: PRVKI00003' .Availability: Pre-Order Retail Price'. $13,014.00 r. ci. ke $7807.00 Prim Do., Not Includ.shlWns& N*fldRn 'For 575 dr380 volt call forute' $215/monttv.j CktSbApplaftW 7.SHP3 Phase VSD 120 Galloh swlngarmRotaryscrew The Benefits of Buying Factory Direct from the Manufacturer - Click to Read We have hands down the be.. - Retail Price: $9.3334S Factory Direct Price: S7.489.00 Dow Not iocIudoShlpM&I1und!In0 'FOr 575 or 330 volt call for quote' 10HP Single Phase VarIableSped Drive Swing Arm Package, The Bereflcs of Buing Factory Direct from the- Manufacturer-Click to ReadWe havO hands down the be.. Retail Price: $36,050.00 Factory Direct Price: $9,630.00 PER. Dow Na include "" & lt.odltn5 MACHINE DATA &&".9 !ZZf SHEET Ial, Inc Customer Service #: (570) 546-9663 To Order Call: (800) 523-4777 Fax #: (800) 438-5901 MODEL G0668 20" VERTICAL METAL-CUTTING BANDSAW Product Dimensions: Weight............................................................................................................................................................... 717 lbs. Width (side-to-side) x Depth (front-to-back) x Height ....................................... .................47-1/4 x 29-1/2 x 77-1/8 in. Footprint(Length x Width) ............................................................................................................... 41-3/4 x.20-3/4 in. Shipping Dimensions: Type...................................................... ...................................................................... Cardboard Box on Wood Skids Content............................................................................................... .............................................................Machine Weight................................................................................................................................................. Lengthx Width x Height ........................................................................................................................ . ........... 1133 lbs. 32 x 47 x 88 in. MustShip Upright...................................................................................................................................................Yes Electrical: PowerRequirement ................................................................................................................... 220V, 3-Phase, 60 Hz PrewiredVoltage .................. . ................................................................................................................................ 220V Full-Load Current Rating: ...................................................................................................................................... 7.2A MinimumCircuit Size..............................................................................................................................................15A ConnectionType........................................................................................... ............. ... ....... .....................Cord & Plug PowerCord Included .............................................................................................................................................. Yes PowerCord Length .......................................................................................................................................... 6-1/2 ft. PowerCord Gauge ...................................................................................... .................................................... 14 AWG PlugIncluded ........................................................................................................................................................... No RecommendedPlug Type .......................................... . ............................... Switch Type .................................................................... ............................................. ............ 15-15 Control Panel w/Magnetic Switch Protection & Lockout Key RecommendedPhase Converter.......................................................................................................................G5841. Motors: Main Type........................................................................................................................ ................... TEFC Induction Horsepower................................................................................................................................................. 2 HP Phase........................................................................... ......................................................................... 3-Phase Amps........................................................................................................................................................... 6.6A Speed.................................................................................................................................................. 1725 RPM PowerTransfer ..................................................................................................................................Belt Drive Bearings......................................................................................................Shielded & Permanently Lubricated Grinder Type.................................................................................................................TEFC Capacitor-Start Induction Horsepower............................................................................................................................................... 1/8 HP Phase........................................... . ................................................. ...............................................Single-Phase Amps........................... . ................................................................. ............................................................0.6A Speed.................................................................................................................................................3450 RPM PowerTransfer ...............................................................................................................................Direct Drive Bearings................................................................ ........................................ Sealed & Permanently Lubricated Model G0668 The information contained herein is deemed accurate as of 12/14/2016 and represents our most recent product specifications. PAGE 1 OF 2 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. Main Specifications: Main Specifications BandsawSize ..................................................................................................................................... ........ 20 in. Max Cutting Width (Left of Blade) ......................................................................................................... 19-3/4 in. MaxCutting Height .............................................................................................................................. 12-5/8 in. BladeSpeeds ........................................................................................................................... 105-2102 FPM Blade Information StandardBlade Length ............................................................................................................................ 157 in. BladeLength Range .......................................................................................................... 154-1/2-159-3/4 in. BladeWidth Range .......................................................................................................................... 1/8-3/4 in. BladeGuides .............................................................................................................................. Tungsten Steel Table Information TableLength........................................................................................................................................23-1/2 in. TableWidth ......................................................................................................................................... 21-5/8 in. TableThickness...........................................................................................................................................2 in. Table Tilt - Left/Right ........................................................................................................ Left 15, Right 45 deg. Floor-to-Table Height...........................................................................................................................36-5/8 in. IncludesFence...............................................................................................................................................No Blade Welding Station Information Blade Width Range (Bi-Metal) ......................................................................................................... 1/8 - 5/8 in. Blade Thickness......................................................................................................................0.025 - 0.032 in. WeldingPower ........... ........................................................................................................................... 4.2 KVA GrinderWheel Size..............................................................................................................1/4 x 3/4 x 2-1/2 in. ............... #60 GrinderWheel Grit ...... ................................................................................................................... GrinderWheel Speed .........................................................................................................................3450 RPM Construction Materials Table....................................................................................................................... Precision-Ground Cast Iron Base/Stand ............................................................................................................................. Pre-Formed Steel Body/Frame.........................................................................................................................................Cast Iron Wheels........................................................................................................................ Fully-Balanced Cast Iron Tires........................................................................................................................................................ Rubber WheelCovers .......................................................................................................................... Pre-Formed Steel PaintType/Finish ................................................................................................................................. Urethane Other Related Information WheelDiameter .......................................................................................................................... . .............. 20 in. WheelWidth..........................................................................................................................................1-1/2 in. TireWidth ............................................................................................................................................. 1-3/16 in. CompatibleMobile Base........................................................................................................................D2057A Other Specifications: Countryof Origin ..............................................................................................................................................Taiwan Warranty...........................................................................................................................................................1 Year Approximate Assembly & Setup Time .............................................................................................................1 Hour Serial Number Location ............................................................................................ID Label on Upper Wheel Cover ISO9001 Factory ....................................................................................................................................................No Certified by a Nationally Recognized Testing Laboratory (NRTL) ..........................................................................No Features: Station for Joining Blade Ends Includes Cut-Off Blade, Electric Welder w/Clamp, Annealer and Grinder Variable Cutting Speeds w/Digital Read-Out Lower Wheel Cleaning Brush Work Light Model G0668 The information contained herein is deemed accurate as of 12/14/2016 and represents our most recent product specifications. PAGE 2 OF 2 Due to our ongoing improvement efforts, this information may not accurately describe items previously purchased. Tools it Home Improvement Best Sellers Deals & Savings Gift Ideas Power & Hand Tools Lighting & Ceiling Fans Kitchen & Bath Fixtures Sri fida - Deals in TooLs & Home improvement shop now-- rools & Home Improvement) Power & Hand Tools PoWer Tools' Saws Band Saws RIKON Power Tools Rikon 10-305 Bandsaw With Fence, 10-Inch 74 customer reviews j 61 answered questions Price:. $289.72 & FREE Shipping, Details In Stock Arrives before Christmas; choose delivery Option in chéckoUL Want it Saturday, Dec. 17? Order Within 22 hrs 46 mins and choOse Saturday Delivery at checkout Details Shipsfrom and sold by Amazon.com. Solid Stéél Design. The 10-305 is a scaled down version of the popular 10-345 and 10-325 Frame is made of steel plate, stronger than plastic frames used by other manufactures Cast Iron Table Large 13 3/4 Inch by 12-1/2-Inch sturdy work surface a feature not typically found on ,a bandsaw of this size Rip Fence-A quality rip. fence is now included. Easily removed to do free hand work Motor 1/3HP motor provides ample power for cutting bowl and pen blanks Micro Adjustable Guide Post Raise and lower the guide post height with the turn of a handle $ee more product detai Roll. over image to zoom in Compare with similar items Used & new. (7) from $252.06 & FREE shipping. Details • - .__v ,•• - Product Information Technical Details - -- - -' - - 1—. Part Numbr p 10-305 — _ itejnWéjght ,, 73 6 pounds Poduát Dimensions -35 5x 18 x 13 inches Item 107305 —_—',--.—, -c mom - .- - .- Size . -. •-• - 70 5" x 1875"'025 IOTPi • -- I Vithge 115 volts It&rnackQtJntity ag I - -— [ stand &attenes tncIud No - ateriés Require& I No - •- •1 a-. - t..a. . .a WarrañtD&scnpoAç 5,y Warranty - •--- - -- - ------r- - --.-...a_.t&' - -• a I- _aW__•_J_..* 1_ • a.. • -.-_ a - . i'• -- -I. . p lie S - L I. .5 I '• ... .. . . . . . .. S . ... Tools & Hâme Improvement Best Sellers Deals & Savings Gift Ideas '. - Power & Hand Tools - Lighting & Ceiling Fans . Kitchen & Bath Fixtures Sir Gift Wrap up the best gadgets, tech & e1ectronis 01 Bakto earch results fdr Ihori&ntal band sa/' ower Priced Items to Consider Klutch HorizontlNertical Mtal Cuthn Bind... JET 414455 7-Inch by 12-lnàh 3/4... SH j1 2 2 ' $219.99'+' $68.68 shipping $1 :453.09 this feature helpful? Jet JET 41445 HVBS-7MW 7-Inch 314-HP Horizontal/Vertical Bandsaw, 115/230-V61t:1-Ph6se. , / • 22 customer reviews .1 9 answered questions --.-...---..-.----...------ Ar A.'ailable from these sellers. Capacity of 7-inch-by712-lnch; vise will swivel up to 45-Degree ______ : • Powered by a 3/4 horsepower 115-Volt motor . ..• •• . . '. .,. -. . . • Blade speed can be set manually at 85, 130, 180, 285-Feet per minute is 5-Inch _ : warranty. - $ee more product detaile New (3) from $2,096.81 + $79.99 shipping . . ______ •• .. • This item's packaging will indicate what ig inside and cannot be hidden. Note: This product is 30616's or heavier, vhich means or carriers may not be able to bring this item to your front door. Roli over imagetozoomin - I -. t - Power Tools Hand Tools Air Tools Woodworking Tool Accessones Deals & Savings Holiday Deals in Thots& Home improvement Shop now.01 Click to open expanded view _.c ;• 1 Back to search results for 'chop sawn DEWALT D28715 14-Inch Quick-Change Chop Saw IJ r1?-* 91 customer reviews 13 answered questions 4 Price See price in cart / FREE Shipping Details In Stock Amves before Chistmas Choose delivery option in checkout Want it tomorrow, Dec 16? Order within 9 mins and choose One Day Shipping at checkout Details Ships from and sold by Amazon corn in ea,sy-67-op . en packaglg Plastic /Metal Imported The iterii is DEWALT D28715 14 inch Quick Change Chop Saw Used for Handtools & Tool Organizers Handsaws The product is manufactured in China Pbweiful 15.0 ArnpI5.5 hp (maximum motor hp) motor provides more overibad caacity, . Quick Change blade change system lets users change wheels without a wrench - show more, - - -- - Tools & Home improvement Best Sellers Deals & Savings Gift Ideas Power. & Hand Tools Lighting & Ceiling Fans Kitchen & Bath Fixtures ,. Sm * Holiday Deals in Tools & Home improvement ShoRnom Back to search results for craftsman grinder" Df a !i Craftsman 9-21154 Variable Speed 6lnchGrinding Center t — 28 customer reviews I 17 answered questions Price: $149'.994 FREE Shipping In stok Epeitid to arriveafter Christmas Need a gift juickly? GiQe theiftóf Pnrn oremail agft card. Get it as loon as Dec 28 Jan 5 when you choose Economy Shipping at éhéckbut. 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Save $16000 (8%) thrbughl2l-21/2016 - Save up to $800 on appliances $396 or more Price reflect discunt V • V V - • V - V • V V V V • V Save to List ,V•tV . • V • - • V V -V V + V V • J V V V • •VV' - V - ,• - . - 1•. - . - -: - ~ - - - * 'I I . , _ SonyXBR-65X8508 H 65"4K Ultra, HighIiefiñitiàn,Tv -. . ltem#:15865X850B * * * * * 44 Reviews I 7 questions 38 answers Ar This Item is no longer available Bova - - - Sony XBR-65X850B- Front ~~- - - lame /Proc We Cutting System Eastman' IITII..IIb° i4 AL - V -_ V VVVV Width . V- m}r Please c,ntact the factory for active ctlingone'dlmensions. Custom widths available, lease contact the factory for, more Information. -'' '' . . ra - —• —v-, .T - Length 8 ft. (2.44w) 12 ft. (3.6Gm) 16 ft. (4.88w) 20 Ii (6.10w) 36 It. (10.97w). Please contact the factory for active cutting zone dimnslns. CuTstom Iegths available. pterse contact the factory for 'nore nfonsation. • a, ' •, -. Drive System (Dua) X Ails, V- l5,/. ThetaAxls.X & V-Avis Rick& Pinion Drive Brushless Servo Motors -ta' r----- - r.--FT-, —:-. -V...-, - -•-çr-°--------•3-r 4 Electric - 230V.3 ph. 50/60 Hz. 5.4 kS/A. Standalone step-down/up , transformer required for other voltages.i - Control ' • ...........V - -, • -: - •. - . - Power/PC -. . - V,•tV- V - -:. - - - Electric- 208/230/380/460V. 3 ph. 50/60 lIz. 7.5 HP. VPO control optional -V. Vacuum ,. •. ' - -f. . V. ., ,. V - .- Blower • , - V - - -. . V -VVV Power: ?5-9Opslat 15SCFM(5.17-6.2 bars aL0.42cmm> Pneumatic . .t...m.a....._.t r ——'-- WV Maximum GoInches/second (152.4cmfsecond) . ,u .' _., , - - Cutting Speed Maximum 1 3r - Acceleration - V , L Maximum (tOinches/second " . V 4, . .r . , ... • .-- ,.. 'V 'V. Speed L -. . . ./ - V ' Vt - rs." -- Compressed cCFM. Air . r ., - ''-• •.t .V 1 Vt " V , .V. / .V Consumption -' ..- . ..• - . :' •.• ' -, d.a...,..o .......... aL........jL.._.d ,.—.-. V -V Sound Level 76 dl.(A) i -7 -V . Operating 55- 100'P(12-37'C) V tV V$.V •4 - V V V •'V' •• Temperature V•_V•VV VVVVV__V_rV_V Humidity 2780%(non.cnidening). Disclaimer fa-hleiable speeds and accelerations are teal, material and thickness dependent. All indicated jpaeds, dimensions, weights and rfotnance dat are proximate and subject to changewithout notice: •iVr , a !pe i I KLAtJSBRUCKNER 2495 Truxtun Road Suite 205 :N.P go San Die, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 H: LITE 'MACHINES ., I:. CORPORATIONS I..., ,. #-Y1 1 2222 FARADAY AVENUE I •. CARLSBAD, CA 92008 fr I HAZARDOUS MATERIALS INVENTORY REPORT I ' - Rev 1.0 . 7, 2017 . .. President, March 9, 2017 Lite Machines Corporation Representative '(Sign, Print and Date) . J8I ( 9in metits Rev. 1.0 Report submitted to the owners. March 7, 2017 MM DISCLAIMER This report is the property of Klausbruckner & Associates and was prepared exclusively for use by Lite Machines, for the hazardous materials inventory and occupancy conditions specifically described in this report. Lite Machines' quantities and locations addressed herein are based on information provided for the report by Lite Machines. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of Lite Machines. Verification of compliance with the code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Lite Machines shall be utilized only by Lite Machines for the hazardous materials inventory and the 2016 California Code maximum allowable quantity requirements addressed in this report for the above-mentioned facility. This is a hazardous materials inventory report for storage and use conditions only. This is not a complete code compliance report. This report shall not be used as, or in lieu of, construction documents or plans for this project or any other project or forany other purpose or conditions not specifically addressed in this report. Rev 1.0— Lite Machines Corporation URucNR 2222 Faraday Ave., Carlsbad, CA . .YY ANO ssoAt I Introduction I The following is a Hazardous Materials Inventory Only Report for Lite Machines I Corporation, located at 2222 Faraday Avenue in the city of Carlsbad, California. The scope of this report is limited to the hazardous materials inventory only and is based on the maximum allowable quantities set in the 2016 Edition of the California Codes. 1 Lite Machines agrees that hazardous materials will be stored and maintained to the quantities and locations listed in the hazardous materials, inventory report. I Below is a summary table of the aggregate quantities of materials that will be stored/used within the building: . AGGREGATE MAQ PER LITE MACHINES CFC TABLES MATERIAL PHYSICAL AGGREGATE 5003.1.1(1)AND QUANTITY TABLES 3O7.1(1)& 307.1(2) HEALTH HAZARDS Corrosives Liquid 2 gins 100 gins PHYSICAL HAZARDS Aerosols Level .1 Aerosol 2.5 lbs Not Limited Aerosols Level 3 Aerosol 3 lbs 500 lbs. Combustible Dust . Solid -. No MAQ Established Combustible 111-B Liquids . Liquid . 1.75 gins 13,200 gins Flammable Gases Liquefied 1.488 gins 15 gins Flammable IA Liquids Liquid 2 gins 30 gins Flammable I-A & I-B Liquids Combined Liquid 3 gins 120 gins As shown in the above table and in the inventory report, the storage and use of hazardous materials is below the maximum allowable quantities for a single control area located on I the first floor of an unsprinklered building. . S I 1 Rev 1:0 - Lite Machines Corporation : . S . 2222 Faraday Ave., Carlsbad, CA . — — — — — — — — — — — — — — — — — KLAUSBRUCKNER AND ASSOCIATES - HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS 2017- Lite Machines .2222 Faraday Avenue, Carlsbad, CA 92008 KLAUSBRUCKNER ,P AND ASSOCIATES Table of Contents SummaryHealth Hazards ..;....°.:.........................................................................................................................................2 SummaryPhysical Hazards .............................................................................................................................................3 HazardousMaterials Inventory .........................................................................................................................................4 SortedInventory ................................................................................................................................................................9 Applicable Codes for Health Hazards ..............................................................................................................................32 Applicable Codes for Physical Hazards ..........................................................................................................................36 Hazard Definitions -Abbreviations ..................................................................................................................................39 CodeDefinitions .................................................................................................................................................................42 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNJER & ASSOC. - 2017-03-06 Page 1of 52 - - - - - - - - - - - - - - - - - - - HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307.1(2) - CFC TABLE 5003.1 .1(2) SUMMARY - HEALTH HAZARD MATERIALS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 - MaterlaI : Sto,rge : Storage storage Used Closed Used Ciosd UsedClosed1 Used Open Used Open Used Open (Ibs) (gIps) (cfs) (Ibs) (gins) . (cfs) JL (gins) 1 (cfs) Carcinogens 1.5000 1.2500 1.5000 1.2500 Corrosives 1.0000 1.0000 Irritants 2.7500 97.3750 95.0000 2.7500 97.3750 Nonhazardous Materials 125.0000 0.2000 125.0000 0.2000 Other Health Hazards 2.1250 98.9940 95.0000 2.1250 98.9940 CA-Prop65 1.5000 95.2500 95.0000 1.5000 95.2500 Sensitizers 0.5000 1 0.5000 2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, Fl, Si OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 2 of 52 — — — ,— — mow — — — — — — — — — — -. — HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307.1(1) - CFC TABLE 5003.1.1(1) SUMMARY - PHYSICAL HAZARD MATERIALS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 Material Storage Storage Storage Used Closed, Used Closed ibs)(gs) Used Closed Used Open Used Open I Used Open Aerosols Level 1 1.2500 j 1.2500 Aerosols Level 3 1.5000 1.5000 Combustible Liquids Ill-B 0.8750 0.8750 Flammable Gases 0.7440 0.7440 Flammable Liquids I-A 1.0000 1.0000 Flammable Liquids I-B 0.5000 0.5000 2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, Fl, Si OCCUPANCY BASED ON THE USE AND STORAGE OF PHYSICAL HAZARD MATERIALS STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 3 of 52 - - M - - - - - -m - - - - - - - - - HAZARDOUS MATERIALS INVENTORY 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 Item 'CAS# State Conc% Material Hazard Class r Storage Use-Closed seOpen Cabs >l5psl Locatiop - I -P--- -,,--------,,--. 67-64-1 L 100 Acetone [Sigma-Aldrich 6505011: FL1B, lR, OHH 0.2500 GIns 0.2500 Gins N N R&D Area [mw R fiR gImrI); [FP 1.oF; BP 133oF]; [LEL 2; UEL 13]; [SC 0.791; VD 2]; [LD50-Oral 5,800 mg/kg]; [H2-F3-RO] 2 7429-90- S 100 Aluminum [Metal] [HR: 0] NH 100.0000 f - 100.0000 N N R&D Area 5** Lbs Lbs 3 MAXPRO- A 100 Max Pro Duster R1 52A [Max Pro ALl, IR, OHH 0.6250 Lbs 0.6250 Lbs N Y R&D Area 2226 2226): 1,1-Difluoroethane, liquefied, under pressure [75-37- 6][>99%); [H2-F4-R1] 4 106-97-8 LG 100 N-Butane [Freon 6001 [Liquefied FG, OHH 0.6340 Gins 0.6340 Gins N Y R&D Area petroleum gas] [LPG] [Asphyxiant]: [mw 58.14 g/mol); [FP -76.3oF; BP 30.9oF]; [LEL 1.6; UEL 8.51; [VD 2]; [6.435 cfllb; 4.86 lbs/gal; 30.81 cf/gall; [H1-F4- RO] 5 CLOROX- L 100 Commercial Solutions - Ultra CR, OHH 1.0000 Gins 1.0000 Gins N N R&D Area BLEACH Clorox Germicidal Bleach [Clorox Bleach]: Sodium hypochlorite [7681-52-9][6-7.35%1; Sodium Hydroxide [1310-73-21[<0.2%]; [BP212oF]; [SC 1.0851; [pH 11.4] 6 67-63-0 L >1=70 Isopropanol [2-Propanol] [sec- FL1B, IR, OHH 0.2500 Gins 0.2500 Gins , N N R&D Area Propyl alcohol] [IPA] [Isopropyl Alcohol] [Rubbing Alcohol] [Sigma-Aldrich 278475): [mw 60.1 g/mol]; [FP 53.6oF; BP 1800F]; [LEL 2; UEL 12.7]; [SC 0.785; VD STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 4 of 52 — — — — — — MM, MM — — — — — — — — — HAZARDOUS MATERIALS INVENTORY 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 Item CAS# rrrT — state Conc% Material Hazard Class ---- Storage 'Use-Closed Use-Open Cabs i -----" >15psi Location,,, 7 WD40- A 100 WD-40 Specialist Protective AL3, IR, OHH, 0.7500 Lbs 0.7500 LDS I N Y R&D Area 4032100 White Lithium Grease [\-40 CA. P65 40321001: Petroleum Solvents [64742-47-8/64742-88-7](40- 50%]; Hydrotreated Heavy - Naphthenic Distillate [64742-52- 5](1-5%1; Solvent-refined Heavy Paraffinic Petroleum Distillates [64741-88-4][1-5%]; Calcium Sulfonate [PROP][1-5%]; Titanium Dioxide [13463-67-7][<2%]- Propellant [74-98-6/106-97-8][30- 50%]; [FP -29.2oF; BP 4300F]; [LEL 0.6; UEL 51; [SG 0.87; VD 5.3] 8 NGT- L 100 Glass and Window Cleaner - NH 0.2000 Gins 1 0.2000 Gins N N R&D Area GPG202 Windex[NuGenTec ngt-GPG202]: Water (7732-18-5][95.9%1; Isopropyl Alochol [67-63-0][4%]: [BP 212oF]; [SG 0.9911; [HO-FO- RO] STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 5 of 52 — — — — — — — — — — — — — — — — — — HAZARDOUS MATERIALS INVENTORY 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 LItem CAS# State Conc% Material Hazard Class Storage Use-Closed Use-Open Cabs >15psi Location 9 PEG-UNL L 100 Unleaded Gasoline (All Grades) FL1A, IR, OHH, 1.0000 Gins 1.0000 Gins N N Stored: W?1ehous/ Used: Field [Rogular/Midgradc/Prcmiurn CA Work Gasoline, Motor Fuel, Reformulated Gasoline, RFG, Conventional Gasoline] [Petrocom Energy Group PEG-UNL]: Gasoline [86290-81-5][0-1 00%]; Benzene [71-43-2][0-5%1; Toluene [108-88-3]10-30%]; Xylene (all isomers) [1330-20- 7]10-25%]; Hexane (other isomers) [MIXT][5-25%]; n- Hexane [110-54-3]10-3%]; Cyclohexane [110-82-7110-3%]; Octanes (all isomers) [MlXT][0- 20%]; Heptane [142-82-5][0- 15%]; Ethanol [64-17-5][0-10%]; Pentanes (all isomers) [MIXT][0- 20%]; Trimethylbenzenes (all isomers) [95-63-6][0-5%]; Ethylbenzene [100-41-4][0-5%]; Cumene [98-82-8][0-5%]; Methyl Tertiary Butyl Ether (MTBE) [1634-04-4][0-16%]; Tertiary Amyl Methyl Ether (TAME) [994-05- 8][0-6%]; [FP -45oF; BP >78oF]; [LEL 1.4; UEL 7.6]; [SC 0.66; VD 3]; [H1-F3-RO] 10 XTREME- L 100 XTREME COOL 341 (Cutting and IR, OHH, P65 95.0000 95.0000 95.0000 N N Stored: Warehouse I Used: R&D COOL-341 Grinding Fluid): 2,2',2"- Gins Gins Gins Area Nitrilotriethanol [102-71-61[10- 20%]; Neodecanoic acid, compd. With 2-amino-2-methyl-1- propanol [125357-17-7][5-10%]; 2-(2-Aminoethoxy)ethanol [929- 06-6][1-5%]; Amine neutralized carboxylic acid [1-5%]; Amine neutralized carboxylic acid [1-5%]; Neodecanoic acid, compd. with 2- (2 aminoethoxy)ethanol (11) [216583-95-8]11-5%]; [BP >212oF] [SC 1.05] STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 6 of 52 - - - - - - - - - - - - - - - - - - - HAZARDOUS MATERIALS INVENTORY 2017 - Lite Machines .2222 Faraday Avenue, Carlsbad, CA 92008 -.............................- --.,,-.-.. Item CAS# State Conc1 Material Hazard Class Storage Use-Closed Use-Open Cabs >15psi Location 11 KRYLON- A 100 KRYLON Interior/Exterior Paint, AL3, IR, OHH, 0.7500 Lbs 0.7500 Lbs N Y Stored: Warehouse / Used: R&D 1601 Gloss Black [Krylon 16011: CA, P65 Area Propane [74-98-6][14%]; Butane [106-97-8][6%]; Ethylbenzene [100-41-4][1%]; Xylene [1330-20- 7][8%]; Acetone [67-64- 1][39%];Methyl Ethyl Ketone [78- 93-3][15%1; 1-Methoxy-2- Propartol Acetate [108-65-6][6%]; Carbon Black [1333-86-4][0.4%]; [FP <DoF]; [LEL 1; UEL 13.1]; ------------------- - . - [-GO. VD >l] -----------------. 12 - - - USD L 100 .10W-30 Super Duty Motor Oil CL3B CA IR -- .--- 0.2500 Gins -0.2500 Gins N N Stored Warehouse / Used R&D 152912- . . Petroleum Distillates Hydrotreated OHH, P65 - . .. . . . Area 0065 Heavy Paraffinic [64742-54- . . . . . ... . - 7J[>60%J; Petroleum Distillates, . . . . . . . . Solvent Dewaxed Heavy : . . . . . . . . . . .. .. Paraffinic [64742-65-0][>10-30%]; . . . . . . Solvent Dewaxed Heavy. Naphthanic [64742-52 5][1-5%1; Petroleum Distillates Hydrotreated Light Naphthanic [64742-53-6][1-5%]; Paraffinic .. .. . . . . . . ., . . ., Oils (petroleum) Catalytic . . . . Dewaxed Heavy [64742-70-7][1- . . . . . . . •. •• . .. . . ,. . .. . . . 5%1 Phosphorodithioic Acid 00 DI Cl 14 AIkyl Esters Zinc Salt [68649-42-31[1-5%]; [FP 356- . . . . - . . . 453oF] . . : . .. ,. .. . . . . 13 25038-54-4 S 100 Nylon 6 [Polycaprolactam] NH 25.0000 Lbs 25.0000 Lbs N N Stored: Warehouse I Used: R&D [Aldrich 181110]: [MP 428oF]; Area [HO-FO-ROI 14 74-98-6 LG 100 . Propane [Liquefied Petroleum FG, OHH 0.1100 Gins 0.1100 Gins N V Stored: Warehouse / Used: R&D Gas] [LPG]: [mw: 44.1.11; [8.45 Area cf/Ib; 4.22 lb/gIn; 35.65 cf/gIn]; [H2-F4-RO] ..............................................................., . . . . . . . . . . . 15 BOSCH- L 100 Vacuum Pump Oil [Bosch CL3B, IR 0.1250 Gins 0.1250 Gins N N Stored: Warehouse! Used: R&D 552184 Automatic Service 552184]: Area Petroleum distillates, hydrotreated heavy paraffinic [64742-54- 71[100%}; [FP 421oF]; [SG 0.9158]; [HO-Fl-RO] . . STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 70f52 - - - - - - - - - - - - - - - - - - - HAZARDOUS MATERIALS INVENTORY 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 item CAS# State Conc% Material Hzard Class Storage Use-Closed Use-Open Cabs >15psi Location #---- r .----_-----.,,--. .---, --.--.--,,- ---- -----.--. 16 FIBRE- L 100 Uretahne Casting Resin [Fibre CL3B, IR, OHH, 0.5000 Gins 0.5000 Gins N N Warehouse 3340 Glast Developments 3340]: [Part SN A - Polyol Amine Mixture [<100%]; Di-Methyithio) Toluenediamine [106264-79- 3][<6%]; [FP 3600F]; [SG 1.04]] [Part B - Polyurethane Resin Mixture [<100%]; Diphenylmethan4, 4'- Diisocyanate [101-69-81[<20%]; Dibutylphthalate [84-74-2][<75%]; [FP 3000F]; [SG 1.08]] 17 POLYTEK- A 100 Poly Purge: Tetrafluoroethane ALl, lR 0.6250 Lbs 0.6250 Lbs N Y Warehouse POLYPUR (R134A) (811-97-21[100%]; [BP GE -l5oF]; [SG I.2;VD3.6] STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 8 of 52 - - - - - - - - - - - - - - - - - - - Aerosols Level 1/AEROSOLS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 ltrn CAS .State Conc% Materfti!77 iLoctlon 1 >15ps1 - .. 1 MAXPRO- A 100 Max Pro Duster R152A [Max Pro ALl, IR, OHH 0.6250 Lbs 0.6250 Lbs N V R&D Area 2226 2226]: 1,1-Difluoroethane, liquefied, under pressure [75-37- 6][>99%]; [H2-F4-R1] 2 POLYTEK- POLYPUR A 100 Poly Purge: Tetrafluoroethane (R134A) [811-97-2][100%] [BP ALl, IR 0.6250 Lbs . 0.6250 Lbs N V Warehouse GE -15oF]; [SG 1.2; VD 3.6] TOTAL - Aerosols Level 1/Aerosols 1.25 Lbs 0.00 Lbs 1.25 Lbs AGGREGATE TOTAL - Aerosols Level 1/Aerosols 2.50 Lbs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 9 of 52 - - - - - - - - - - - - - - - - - - - Aerosols Level 3/AEROSOLS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 J~Itorn CAS# State Conc% Material Hazard Class Storage Use-Closed Use-Open Cabs 1 >15pst Location WD40- A 100 WD-40 Specialist Protective AL3, IR, OI-IH, 0.7500 Lbs 0.7500 Lbs N Y R&D Area 4032100 White Lithium Grease [WD-40 CA, P65 4032100]: Petroleum Solvents [64742-47-8/64742-88-7][40- 50%1; Hydrotreated Heavy Naphthenic Distillate [64742-52- 5][1-5%1; Solvent-refined Heavy Paraffinic Petroleum Distillates [64741-88-41[1-5%]; Calcium Sulfonate [PROP][1-5%]; Titanium Dioxide [13463-67-71[<2%1; Propellant [74-98-6/106-97-8][30- 50%]; [FP -29.2oF; BP 4300F]; (LEL 0.6; UEL 51; (SC 0.87; VD 5.31 2 KRYLON- A 100 KRYLON Interior/Exterior Paint, AL3, IR, OHH, 0.7500 Lbs 0.7500 Lbs N Y Stored: Warehouse / Used: R&D 1601 Gloss Black [Krylon 16011: CA, 165 Area Propane [74-98-6J[14%]; Butane [106-97-8](6%]; Ethylbenzene [100-41-4][1%]; Xylene [1330-20- 7][8%]; Acetone [67-64- 1][39%];Methyl Ethyl Ketone [78- 93-3][15%); 1-Methoxy-2- Propanol Acetate [108-65-6](6%1; Carbon Black [1333-86-4][0.4%]; [FP <0oF]; [LEL 1; UEL 13.1]; [SC 0.76; VD >1] TOTAL - Aerosols Level 3/Aerosols 1.50 Lbs 0.00 Lbs 1.50 Lbs AGGREGATE TOTAL - Aerosols Level 3/Aerosols 3.00 Lbs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLEREID. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 10 of 52 - - - - - - - - - - - - - - MM.' - - = Carcinogens/AEROSOLS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 hItemCAS# Se Conc% Mater Hazard Class S age Use Closed Use Open: Cabs >l5psi Location ] WD40- A 100 WD-40 Specialist Protective AL3, IR, OHH, 0.7500 Lbs 0.7500 Lbs N Y R&D Area 4032100 White Lithium Grease [WD-40 CA, P65 40321001: Petroleum Solvents [64742-47-8/64742-88-7)[40- 50%]; Hydrotreated Heavy hJaphthenic Distillate [64742-52- 5][1-5%1; Solvent-refined Heavy Paraffinic Petroleum Distillates [64741-884][1-5%1; Calcium Sulfonate [PROP][1-5%]; Titanium Dioxide [13463-67-71[<2%1; Propellant [74-98-6/106-97-8][30- 50%]; [FP -29.2oF; BP 4300F]; [LEL 0.6; UEL 5]; [SG 0.87; VD 5.3] 2 KRYLON- A 100 KRYLON Interior/Exterior Paint, AL3, IR, OHH, 0.7500 Lbs 1 0.7500 Lbs N Y Stored: Warehouse / Used: R&D 1601 Gloss Black [Krylon 1601]: CA, P65 Area Propane [74-98-6][14%); Butane [106-97-8][6%]; Ethylbenzene [10041-4][1%]; Xylene [1330-20- 7][8%]; Acetone [67-64- 1][39%];Methyl Ethyl Ketone [78- 93-3][15%]; 1-Methoxy-2- Propanol Acetate [108-65-6][6%]; Carbon Black [1333-86-4][0.4%]; [FP <0oF]; [LEL 1; UEL 13.1]; [SG 0.76; VD >1] [TOTAL - Carcinogens/Aerosols 1.50 Lbs 0.00 Lbs 1.50 Lbs AGGREGATE TOTAL - Carcinogens/Aerosols 3.00 Lbs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 11 of 52 - - - - - - - - - - - - - - - - - - - Carcinogens/LIQUIDS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 ¶tm CAS# Stt Conc Material Hazard Class Storage Use-Closed. Use-Open Caps >15psl Loctlon -.--• -- •-.--. ...-.... ..--_<.--_ . ..-.. . - + +. - ++-. _.. PEG-UNL L 100 Unleaded Gasoline (All Grades) FL1A, IR, OHH, 1.0000 Gins j 1.0000 Gins N N Stored: Warehouse / Used: Field [Regular/Midgrade/Premium CA Work Gasoline, Motor Fuel, Reformulated Gasoline, RFG, Conventional Gasoline] [Petrocom Energy Group PEG-UNL]: Gasoline [86290-81-5][0-100%]; Benzene [71-43-2][0-5%]; Toluene [108-88-3][0-30%]; Xylene (all isomers) [1330-20- 7][0-25%]; Hexane (other isomers) [MIXT][5-25%]; n- Hexane [1 10-54-3][O-3%]; Cyclohexane [110-82-7][0-3%]; Octanes (all isomers) [MIXT][0- 20%]; Heptane [142-82-5][0- 15%]; Ethanol [64-17-5][0-10%]; Pentanes (all isomers) [MlXT)[0- 20%]; Trimethylbenzenes (all isomers) [95-63-6][0-5%]; Ethylbenzene [100-41-4][0-5%]; Cumene [98-82-8][0-5%]; Methyl Tertiary Butyl Ether (MTBE) [1634-04-4][0-16%1; Tertiary Amyl Methyl Ether (TAME) [994-05- 8]10-6%]; [FP -45oF; BP >78oF]; [LEL 1.4; UEL 7.61; [SG 0.66; VD 3]; [H1-F3-R0] 2 USD- L 100 10W-30 Super Duty Motor Oil: CI-313, CA, IR, 0.2500 Gins i 0.2500 Gins N N Stored: Warehouse / Used: R&D 152912- Petroleum Distillates Hydrotreated OHH, P65 i Area 0065 Heavy Paraffinic [64742-54- 7][>60%]; Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic [64742-65-0][> 10-30%1; Solvent Dewaxed Heavy Naphthanic [64742-52-5111-5%]; Petroleum Distillates, Hydrotreated Light Naphthanic [64742-53-6][1-5%]; Paraffinic Oils (petroleum), Catalytic Dewaxed Heavy [64742-70-7][1- 5%]; Phosphorodithioic Acid, O,O-Dl-CI-14-Alkyl Esters, Zinc Salt [68649-42-3][1-5%1; [FP 356- 453oF] TOTAL - Carcinogens/Liquids 1.25 GIns 0.00 Gins 1.25 Gins --..- STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 12 of 52 STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 13 of 52 - - - - - - MM -m - - - - - - MM - Combustible Liquids Ill-B/LIQUIDS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 ltc'm, AS# • State Conc% Material Hazard Class -- Storage . Use-Closed. UseOpen Cabs ' >15psi Location USD- L 100 10W-30 Super Duty Motor Oil: CL3B, CA, IR, 0.2500 Gins 0.2500 Gins N N Stored: Warehouse I Used: R&D 152912- Petroleum Distillates 1-lydrotreated OF-tI-I, P65 Area 0065 Heavy Paraffinic [64742-54- 7][>60%]; Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic [64742-65-0][>10-30%]; Solvent Dewaxed Heavy I Naphthanic [64742-52-5][1-5%]; I Petroleum Distillates, Hydrotreated Light Naphthanic [64742-53-61[1-5%]; Paraffinic Oils (petroleum), Catalytic Dewaxed Heavy [64742-70-7][1- 5%]; Phosphorodithioic Acid, O,O-Dl-CI-14-Alkyl Esters, Zinc Salt [68649-42-31[1-5%]; [FP 356- 453oF] 2 BOSCH- L 100 Vacuum Pump Oil [Bosch CL3B, IR 0.1250 Gins 0.1250 Gins N N Stored: Warehouse / Used: R&D 552184 Automatic Service 552184]: Area Petroleum distillates, hydrotreated heavy paraffinic [64742-54- 7][100%}; [FP 421 or]; [SC 0.9158]; [HO-Fl-RU] 3 FIBRE- L 100 Uretahne Casting Resin [Fibre CL3B, IR, OHH, 0.5000 Gins 0.5000 Gins N N Warehouse 3340 Glast Developments 3340]: [Part SN A - Polyol Amine Mixture [<100%]; Di-Methylthio) Toluenediamine [106264-79- 3][<6%]; [FP 3600F]; [SC 1.0411 [Part B - Polyurethane Resin Mixture [<100%]; Diphenylmethan-4, 4- Diisocyanate [101-69-8][<20%]; Dibutylphtha late [84-74-2][<75%]; [FP 3000F]; [SC 1.08]] TOTAL z Combustible Liquids Ill-B/Liquids i 0.88 Gins 0.00 Gins 0.68 Gins - AGGREGATE TOTAL Combustible Liquids III B/Liquids ii 75 Gins _- STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. -.2017-03-06 Page 14 of 52 - - - IM - - - - - - - - - - - - - - - Corrosives/LIQUIDS 2017- Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 - - Item',,CAS#. 'State` Material Hazard Class Storage 4 Use-Closed UseOpen Cabs >15psi Location -.-.-'-.-,.- 1 j CLOROX- L 100 Commercial Solutions - Ultra CR, OHH 1.0000 Gins 1.0000 Gins N N R&D Area BLEACH Clorox Germicidal Bleach [Clorox Bleach]: Sodium hypochlorite [7681-52-9][6-7.35%]; Sodium Hydroxide [1310-73-2][<0.2%]; [BP 212oF]; [SG 1.085]; [pH 11.41 TOTAL - Corrosives/Liquids 1.00 Gins 0.00 Gins 1.00 Gins AGGREGATE TOTAL - Corrosives/Liquids 2.00 Gins STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 15 of 52 — — — — — .- — — — — — — — -I — — — — — Flammable Gases/LIQUEFIED GASES 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 ltPmAS#!J e LC/o Material Hazard Class - Storage Use Closed Use..Open s 1 >p lT cauon I 11 -ø- 106-97-8 LG 100 N-Butane [Freon 6001 [Liquefied FG, OHI-I 0.6340 GIns 0.6340 GIns N Y R&D Area petroleum gas] [LPG] [Asphyxiant]: [mw 58.14 g/mol]; [FP -76.3oF; BP 30.9oF]; [LEL 1.6; UEL 8.51; [VD 2]; [6.435 cf/lb; 4.86 lbs/gal; 30.81 cf/gal]; [H1-F4- RO] 2 74-98-6 LG 100 Propane (Liquefied Petroleum FG, OHH 0.1100 GIns 0.1100 GIns N Y Stored: Warehouse I Used: R&D Gas] [LPG]: [mw. 44.11]; [8.45 Area cfllb; 4.22 lb/gIn; 35.65 cf/gIn]; [H2-F4-RO] - TOTAL - Flammable Gases/Liquefied Gases 0.74 GIns 0.00 GIns 0.74 GIns AGGREGATE TOTAL - Flammable Gases/Liquefied Gases 1.49 GIns STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWiSE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 16 of 52 - - - - - - - - - - - - - - - .- - - - Flammable Liquids I-A/LIQUIDS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 Litem CAS# State Conc% Material Ii ---,--T Hazard Class 7 I Storage Use-Closed Use-OpenJJ Cabs ti >15psirIcalon "'• PEG-UNL L 100 Unleaded Gasoline (All Grades) FL1A, IR, OHH, 1.0000 Gins 1.0000 Gins N N Stored: Warehouse I Used: Field [RegularlMidgradelPremium CA Work Gasoline, Motor Fuel, Reformulated Gasoline, RFG, Conventional Gasoline] [Petrocom Energy Group PEG-UNL]: Gasoline [86290-81-5][0-100%]; Benzene [71-43-2]10-5%]; Toluene [108-88-3][0-30%]; Xylene (all isomers) [1330-20- 7][0-25%]; Hexane (other isomers) [MIXT][5-25%]; n- Hexane [110-54-3](0-3%1; Cyclohexane (110-82-7)[0-3%]; Octanes (all isomers) [MIXT][0- 20%]; Heptane [142-82-5](0- 15%1; Ethanol [64-17-5][0-10%]; Pentanes (all isomers) [MIXT][0- 20%]; Trimethylbenzenes (all isomers) [95-63-6)[0-5%]; Ethylbenzene [100-41-4][0-5%); Cumene [98-82-8][0-5%I; Methyl Tertiary Butyl Ether (MTBE) [1634-04-4][0-16%]; Tertiary Amyl Methyl Ether (TAME) [994-05- 8][0-6%]; [FP -45oF; BP >78oF]; [LEL 1.4; UEL 7.6]; (SG 0.66; VD 31; [H1-F3-RO] TOTAL - Flammable Liquids I-A/Liquids 1.00 Gins 0.00 Gins 1.00 Gins AGGREGATE TOTAL - Flammable Liquids I-A/Liquids 2.00 GIns STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER &ASSOC. - 2017-03-06 Page 17 of 52 Flammable Liquids I-B/LIQUIDS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 ltrnj.CAS# Statej Conc% MateaI 'HazardCassJSorag useoiosectuse-oenJ Cabs_ Location 67-64-1 L 100 Acetone [Sigma-Aldrich 650501]: FL1B, IR, OHH 0.2500 Gins 0.2500 Gins N N R&D Area [mw 58.08 glmol]; [FP 1.4oF; BP 133oF]; ILEL 2; UEL 13]; [SG 0.791; VD 2]; [L050-Oral 5,800 mg/kg]; [H2-F3-RO) 2 67-63-0 L >1=70 Isopropanol [2-Propanol] [sec- FL1B, IR, OHH 0.2500 Gins 0.2500 Gins 1 N N R&D Area Propyl alcohol] [IPA] [Isopropyl Alcohol] [Rubbing Alcohol] [Sigma-Aldrich 278475]: [mw 60.1 g/mol]; [FP 53.6oF; BP 1800F]; [LEL 2; UEL 12.7]; [SG 0.785; VD 2.07]; [H2-F3-R1] TOTAL - Flammable Liquids I-B/Liquids 0.50 Gins 0.00 GIns 0.50 Gins AGGREGATE TOTAL - Flammable Liquids I-B/Liquids 1.00 Gins STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 18 of 52 — — — — no — No — — — — — — — — — — on — Irritants/AEROSOLS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 Item CAS State EThnc°/ MiterIi i-4z.rd (Ic Str,rzric, II,.(i,',ccd ('h, 19r,'i MAXPRO- A 100 Max Pro Duster R152A [Max Pro ALl, IR, OHH 0.6250 Lbs i 0.6250 Lbs N Y I R&D Area 2226 22261: 1,1-Difluoroethane, liquefied, under pressure [75-37- 6][>99%]; 1H2-F4-R1] 2 WD40- A 100 WD-40 Specialist Protective AL3, IR, OHH, 0.7500 Lbs 0.7500 Lbs N V R&D Area 4032100 White Lithium Grease [WD-40 CA, P65 4032100]: Petroleum Solvents (64742-47-8/64742-88-7][40- 50%]; Hydrotreated Heavy Naphthenic Distillate [64742-52- 5][1-5%1; Solvent-refined Heavy Paraffinic Petroleum Distillates [64741-88-4][1-5%]; Calcium Sulfonate [PROP][1-5%]; Titanium Dioxide [13463-67-7][<2%]; Propellant [74-98-6/106-97-8][30- 50%]; [FP -29.2oF; BP 4300F]; [LEL 0.6; UEL 5]; [SG 0.87; VD 5.3] 3 KRYLON- A 100 KRYLON interior/Exterior Paint, AL3, IR, OHH, 0.7500 Lbs 0.7500 Lbs N V Stored: Warehouse / Used: R&D 1601 Gloss Black [Krylon 1601]: CA, P65 Area Propane [74-98-6][14%); Butane [106-97-81[6%]; Ethylbenzene [100-41-4][1%]; Xylene [1330-20- 7][8%]; Acetone [67-64- 1][39%]:Methyl Ethyl Ketone [78- 93-31[15%]; 1-Methoxy-2- Propanol Acetate [108-65-6][6%1; Carbon Black [1333-86-4][0.4%]; [FP <0oF]; [LEL 1; UEL 13.1]; [SG O.76;VD>1] 4 POLYTEK- A 100 Poiy Purge: Tetrafluoroethañe ALl, IR 0.6250 Lbs . 0.6250 Lbs N V Warehouse POLYPUR (R134A) [811-97-2][100%]; [BP GE -15oF]; [SG 1.2; VD 3.61 TOTAL - Irritants/Aerosols 2.75 Lbs 0.00 Lbs 2.75 Lbs AGGREGATE TOTAL Irritants/Aerosols 5.50 Lbs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 19 of 52 W. - - - - - - - - - - - - - - - - - Irritants/LIQUIDS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 Item CAS# State Conc% Material Hazard Class Storage Use Closed Use-Open Cabs >15p Location 1 67-64-1 L J 100 Acetone (Sigma-Aldrich 650501]: FL1B, IR, OHH 0.2500 Gins 0.2500 Gins N N R&D Area [mw 58.08 glmolJ; [FP 1.4oF; BP 133oF); [LEL 2; UEL 131; [SG 0.791; VD 2]; [LD50-Oral 5,800 mg/kg]; [H2-F3-RO] 2 67-63-0 L >1=70 Isopropanol [2-Propanol] [sec- FL1 B, IR, OHH 0.2500 Gins 0.2500 Gins N N R&D Area Propyl alcohol] [IPA) (Isopropyl Alcohol] [Rubbing Alcohol] [Sigma-Aldrich 278475]: (mw 60.1 g/mol]; (FP 53.6oF; BP 1800F]; [LEL 2; UEL 12.7]; [SG 0.785; VD 2.07]; [H2-F3-RI] 3 PEG-UNL L 100 Unleaded Gasoline (All Grades) [Regular/Midgrade/Premium FL1A, IR, OHH, CA 1.0000 Gins 1.0000 Gins N N Stored: Warehouse I Used: Field Work Gasoline, Motor Fuel, Reformulated Gasoline, RFG, Conventional Gasoline] [Petrocom Energy Group PEG-UNL]: Gasoline [86290-81-5][0-100%]; Benzene (71-43-2][0-5%]; Toluene [108-88-3](0-30%]; Xylene (all isomers) [1330-20- 7](0-25%]; Hexane (other isomers) [MIXT](5-25%1; n- Hexane [110-54-3][0-3%]; Cyclohexane [110-82-71(0-3%1; Octanes (all isomers) (MIXT][0- 20%]; Heptane [142-82-5][0- 15%]; Ethanol [64-17-5][0-10%]; Pentanes (all isomers) [MIXT][0- 20%]; Trimethylbenzenes (all isomers) [95-63-6][0-5%]; Ethylbenzene [100-41-4][0-5%]; Cumene [98-82-8][0-5%]; Methyl Tertiary Butyl Ether (MTBE) [1634-04-4][0-16%]; Tertiary Amyl Methyl Ether (TAME) [994-05- 8](0-6%]; [FP -45oF; BP >78oF); [LEL 1.4; UEL 7.6]; [SG 0.66; VD 3]; [H1-F3-RO] STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 20 of 52 wpm w - ; - - - - - - - - - - - - Irritants/LIQUIDS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 item - ----- , CAS#' 7 SU. Conc% Material Hazard Class Storage Use-Closed Use-Open Cabs >l5psi Location 4 XTREME- L 100 XTREME COOL 341 (Cutting and IR, OHH, P65 95.0000 95.0000 95.0000 N N Stored: Warehouse I Used: R&D COOL-341 Grinding Fluid): 22,2'- Gins Gins Gins Area Nitrilotriethanol [102-71-6][10- 20%]; NJeodecanoic acid, compd. With 2-amino-2-methyi-1- propanol [125357-17-7][5-10%1; 2-(2-Aminoethoxy)ethanol [929- 06-6][1-5%]; Amine neutralized carboxylic acid [1-5%I; Amine neutralized carboxylic acid (1-5%]; Neodecanoic acid, compd. with 2- (2-6minoethoxy)ethanol (1:1) [216583-95-8][1-5%]; [BP >212oF];[SG 1.05] 5 USD- L 100 1OW-30 Super Duty Motor Oil: CL3B, CA, lR, 0.2500 Gins 0.2500 Gins N N Stored: Warehouse / Used: R&D 152912- Petroleum Distillates Hydrotreated OHH, P65 Area 0065 Heavy Paraffinic [64742-54- 7][>60%1; Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic [64742-65-0][>10-30%]; Solvent Dewaxed Heavy Naphthanic [64742-52-5][1-5%I; Petroleum Distillates, Hydrotreated Light Naphthanic [64742-53-6][1-5%]; Paraffinic Oils (petroleum), Catalytic Dewaxed Heavy [64742-70-7)[1- 5%]; Phosphorodithioic Acid, O,O-Dl-Cl-14-Alkyl Esters, Zinc Salt [68649-42-3][1-5%]; [FP 356- 453oF] 6 BOSCH- L 100 Vacuum Pump Oil [Bosch CL3B, IR 0.1250 GI 0.1250 GIns N N Stored: Warehouse / Used: R&D 552184 Automatic Service 5521841: Area Petroleum distillates, hydrotreated heavy paraffinic [64742-54- 7][100%); [FP 421oF]; [SG 0.91581; [HO-F1-RO] STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 21 of 52 — — — low ow =0 No - on — — — — — ,-. — M PM Irritants/LIQUIDS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 I em CAS . SL.te Conc% MaterlaI -. - UsQponfTab >15psl Location 7 FIBRE- L 100 Uretahne Casting Resin [Fibre CL313, IR, OHH, 0.5000 Gins 0.5000 Gins N N Warehouse 3340 Glast Developments 3340]: [Part SN A - Polyol Amine Mixture [<100%]; Di-Methylthio) Toluenediamine [106264-79- 31[<6%]; [FP 3600F]; [SG 1.04]] [Part B - Polyurethane Resin Mixture [<100%]; Diphenylmethan-4, 4'- Diisocyanate [101-69-8][<20%1; Dibutylphthalate [84-74-2][<75%]: [FP 3000F]; [SG 1.08]] .. . .. TOTAL - Irritants/Liquids 97.38 Gins 95.00 Gins 97.38 Gins GGREGATETOTAL-Irrans/Liqus 2875 Gins STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER &ASSOC. - 2017-03-06 Page 22 of 52 - - - - - - - - - - - - - - Nonhazardous Materials/LIQUIDS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 ltm 1 CAS# tateTConcT Material Closed Use Open Cab>15psI Location I ..,,. - 1 NGT- L 100 Glass and Window Cleaner - NH 0.2000 Gins 0.2000 Gins NJ N R&D Area GPG202 Windex [NuGenTec ngt-GPG202]: Water [7732-18-5J[95.9%]; Isopropyl Alochol [67-63-0][4%]; [BP 212oF]; [SG 0.9911; [HO-FO- _________ RO] TOTAL - Nonhazardous Materials/Liquids 0.20 Gins 0.00 Gins 0.20 Gins AGGREGATE TOTAL - Nonhazardous Materials/Liquids 0.40 Gins STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLEREID. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER &ASSOC. - 2017-03-06 Page 23 of 52 Nonhazardous Materials/SOLIDS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 rr- r-------- ...-, L . L L Cabs .--- >15psiJLoctlon 1 7429-90- S 1 100 Aluminum [Metal] [HR: 0] NH 100.0000 100.0000 N N R&D Area 5" Lbs I h 2 25038-54-4 S 100 Nylon 6 [Polycaprolactam] NH 25.0000 Lbs 25.0000 Lbs N N Stored: Warehouse / Used: R&D [Aldrich 1811101: [MP428oF]; Area [HO-FO-RO] TOTAL - Nonhazardous Materials/Solids 125.00 Lbs 0.00 Lbs 125.00 Lbs AGGREGATE TOTAL - Nonhazardous Materials/Solids 250.00 Lbs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 24 of 52 - --m- - - - - - - i_ - - - - - - - Other Health Hazards/AEROSOLS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 lton CAS# State Conc°/ Material Hazard Class Storage Use Closed Use Cabs -Open >15psl Location -.--- MAXPRO- A 100 Max Pro Duster R152A [Max Pro ALl, IR, OHH 0.6250 Lbs 0.6250 Lbs N Y R&D Area 2226 2226): 1,1-Difluoroetharte, I liquefied, under pressure [75-37- 6][>99%]: [H2-F4-R1] 2 WD40- A 100 WD-40 Specialist Protective AL3, IR, OHH, I 0.7500 Lbs 0.7500 Lbs N Y R&D Area 4032100 White Lithium Grease [WD-40 CA, P65 4032100]: Petroleum Solvents [64742-47-8164742-88-7][40- 50%]; Hydrotreated Heavy Naphthenic Distillate [64742-52- 5][1-5%]; Solvent-refined Heavy Paraffinic Petroleum Distillates [64741-88-4][1-5%]; Calcium Sulfonate [PROP][1-5%]; Titanium Dioxide [13463-67-7)[<2%]; Propellant [74-98-6/106-97-8][30- 50%]; [FP -29.2oF; BP 4300F); [LEL 0:6; UEL 5]; [SG 0.87; VD 5.3] 3 KRYLON- A 1 100 KRYLON Interior/Exterior Paint, AL3, IR, OHH, 0.7500 Lbs 0.7500 Lbs N V Stored: Warehouse / Used: R&D 1601 , Gloss Black [Krylon 1601]: CA, P65 Area Propane [74-98-61[14%]; Butane [106-97-81(6%1; Ethylbenzene [100-41-4)[1%]; Xylene [1330-20- 7][8%]; Acetone [67-64- 1][39%];Methyl Ethyl Ketone [78- 93-3][15%]; 1-Methoxy-2- Propanol Acetate [108-65-6][6%]; Carbon Black [1333-86-4][0.4%]; [FP <0oF]; [LEL 1; UEL 13.1]; [SG 0.76; VO >1] TOTAL - Other Health Hazards/Aerosols 2.12 Lbs 0.00 Lbs 1 2.12 Lbs AGGREGATE TOTAL - Other Health Hazards/Aerosols 4.25 Lbs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 25 of 52 MM - - - - I_ - - - MM - - MM - - Other Health Hazards/LIQUIDS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 Material, 67-64-1 L 100 Acetone [Sigma-Aldrich 650501): FL1B, IR, OHH 0.2500 Gins 0.2500 Gins N N R&D Area [mw 58.08 g/mol]; [FP 1.4oF; BP 133oF); [LEL 2; UEL 131; [SG 0.791; VD 2]; [LD50-Oral 5,800 mg/kg]; [H2-F3-RO] 2 CLOROX- L 100 Commercial Solutions - Ultra CR, OHH 1.0000 Gins 1.0000 Gins N N R&D Area BLEACH Clorox Germicidal Bleach [Clorox Bleach]: Sodium hypochlorite [7681-52-9][6-7.35%]; Sodium Hydroxide [1310-73-2]1<0.2%1; [BP 212oF]; [SC 1.085]; [pH 11.41 3 67-63-0 L >/=70 Isopropanol [2-Propanol] [sec- FL1B, IR, OHH 0.2500 Gins 0.2500 Gins I N N R&D Area Propyl alcohol] [IPA] [Isopropyl Alcohol] [Rubbing Alcohol] [Sigma-Aldrich 278475]: [mw 60.1 g/mol]; [FP 53.6oF; BP 1800F]; [LEL 2; UEL 12.7]; [SC 0.785; VD 2.07]; [H2-F3-RI] 4 PEG-UNL L 100 Unleaded Gasoline (All Grades) FL1A, IR, OHH, i 1.0000 Gins 1.0000 Gins N N Stored: Warehouse I Used: Field [Regular/Midgrade/Premium CA Work Gasoline, Motor Fuel, Reformulated Gasoline, RFG, Conventional Gasoline] [Petrocom Energy Group PEG-UNL]: Gasoline [86290-81-5][0-100%1; Benzene [71-43-2)[0-5%]; Toluene [108-88-3][0-30%]; Xylene (all isomers) [1330-20- 7][0-25%]; Hexane (other isomers) [MlXT][5-25%]; n- Hexane [110-54-3)[0-3%]; Cyclohexane [110-82-7)[0-3%]; Octanes (all isomers) [MIXT][0- 20%); Heptane [142-82-5][0- 15%]; Ethanol [64-17-5][0-10%1; Pentanes (all isomers) [MlXT][0- 20%]; Trimethylbenzenes (all isomers) [95-63-6]10-5%]; Ethylbenzene [100-41-4][0-5%]; Cumene [98-82-8][0-5%]; Methyl Tertiary Butyl Ether (MTBE) [1634-04-4)[0-16%]; Tertiary Amyl Methyl Ether (TAME) [994-05- 8]10-6%]; [FP -45oF; BP >78oF]; [LEL1.4; UEL 7.6]; [SG O.66;VD 3] [Hi F3 RO] STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. -2017-03-06 Page 26 of 52 - - - - - - - - M - - - - - - - - - - Other Health Hazards/LIQUIDS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 I Item CAS State Cnc% Material Hazard Class.,Storage Use-Closed Use-Open Cabs >15psi Location 5 XTREME- L 100 XTREME COOL 341 (Cutting and IR, OHH, P65 95.0000 95.0000 95.0000 N N Stored: Warehouse / Used: R&D COOL-341 Grinding Fluid): 2,2,2"- ------------------------------------- - -I Gins Gins Gins Area Nitrilotriethanol [102-71-6][10- 20%); Weodecanoic acid, compd. With 2-amino-2-methyl-1- propanol [125357-17-7][5-10%1; 2-(2-Aminoethoxy)ethanol [929- 06-6][1-5%]; Amine neutralized carboxylic acid [1-5%1; Amine neutralized carboxylic acid (1-5%); Neodecanoic acid, compd. with 2- (2-aminoethoxy)ethanol (1:1) [216583-95-81[1-5%); [BP >212oF]; [SG 1.05] 6 USD- L 100 10W-30 Super Duty Motor Oil: CL3B, CA, IR, 0.2500 Gins 0.2500 Gins N N Stored: Warehouse I Used: R&D 152912- Petroleum Distillates Hydrotreated OHH, P65 Area 0065 Heavy Paraffinic [64742-54- 7][>60%); Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic [64742-65-0][>10-30%1; • Solvent Dewaxed Heavy Naphthanic [64742-52-5][1-5%]; • Petroleum Distillates, Hydrotreated Light Naphthanic [64742-53-6)11-5%]; Paraffinic Oils (petroleum), Catalytic Dewaxed Heavy [64742-70-7][1- 5%]; Phosphorodithioic Acid, O,O-Dl-Cl-14-Alkyl Esters, Zinc Salt [68649-42-3][1-5%]; [FP 356- 453oF] 7 FIBRE- L 100 Uretahne Casting Resin [Fibre CL3B, IR, OHH, 0.5000 GIns 0.5000 Gins N N Warehouse 3340 Glast Developments 3340]: [Part SN A - Polyol Amine Mixture 1<100%1; Di-Methylthio) Toluenediamine [106264-79- 3][<6%]; [FP 3600F]; [SC 1.04)] [Part B - Polyurethane Resin Mixture [<100%); Diphenylmethan-4, 4'- Diisocyanate [101-69-8][<20%1; Dibutylphthalate [84-74-211<75%1; [FP 3000F]; [SG 1.08]] TOTAL - Other Health Hazards/Liquids 98.25 GIns 95.00 GIns 98.25 GIns • AGGREGATE TOTAL - Other Health Hazards/Liquids 1 291.50 GIns STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 27 of 52 - - - - - - - - - - - - - - - - - - - Other Health Hazards/LIQUEFIED GASES 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 Item CAS#. J] State Cnc% . Material Hazard Class 1 --- -j ----, -77 Storage Use-Closed Ue-Open Cabs ; '>l5psi Location 106-97-8 LG 100 N-Butane [Freon 600] [Liquefied FG, OHH 0.6340 Gins 0.6340 Gins N Y R&D Area petroleum gas] [LPG] [Asphyxiant]: [mw 58.14 glmol]; (FP -76.3oF; BP 30.9oF]; [LEL 1.6; UEL 8.5]; ND 21; [6.435 cf/tb; 4.86 lbs/gal; 30.81 cf/gal]; [1-11-174- R0] 2 74-98-6 LG 100 Propane [Liquefied Petroleum FG, OHH 0.1100 Gins 0.1100 Gins N Y Stored: Warehouse / Used: R&D Gas] [LPG]: [mw: 44.11]; [8.45 Area cf/lb; 4.22 lb/gin; 35.65 cf/gIn]; [H2-F4-ROJ TOTAL - Other Health Hazards/Liquefied Gases 0.74 Gins 0.00 Gins 0.74 Gins AGGREGATE TOTAL - Other Health Hazards/Liquefied Gases 1 1.49 Gins STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 28 of 52 - - - - - - - - - - - M- - - - - - - CA-Prop65/AEROSOLS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 Item CAS# , State. Conc% Material Hazard Class Storage Use-Closed Use-Open Cabs >1psi Location WD40- A 100 WD-40 Specialist Protective AL3, IR, OHH, 0.7500 Lbs 0.7500 Lbs NJ Y R&D Area 4032100 White Lithium Grease [WD-40 CA. P6 4032100]: Petroleum Solvents [64742-47-8/64742-88-7][40- 50%]; Hydrotreated Heavy Naphthenic Distillate 164742-52- 5][1-5%1; Solvent-refined Heavy Paraffinic Petroleum Distillates [64741-88-4][1-5%]; Calcium Sulfonate [PROPj[1-5%]; Titanium Dioxide [13463-67-7][<2%]; Propellant [74-98-6/106-97-8][30- 50%]; [FP -29.2oF; BP 4300F]; [LEL 0.6; UEL 5]; [SG 0.87; VD -- ----------------. 2 KRYLON- A 100 KRYLON Interior/Exterior Paint, AL3, IR, OHH, 0.7500 Lbs 0.7500 Lbs N Y Stored: Warehouse! Used: R&D 1601 . Gloss Black [Krylon 1601]: ..................................................... CA, P65 Area Propane [74-98-6][14%1; Butane [106-97-8](6%1; Ethylbenzene . . . [100-41-4][1%]; Xylene [1330-20- 7][8%]; Acetone [67-64- 1][39%];Methyl Ethyl Ketone [78- 93-3j[15%]; 1-Methoxy-2- Propanol Acetate 1108-65-61[6%]; Carbon Black [1333-8674](0.4%]; [FP <0oF]; [LEL 1; UEL 13.11; - [SG 0.76; VD >1] TOTAL - CA-Prop65/Aerosols 1.50 Lbs 0.00 Lbs 1.50 Lbs AGGREGATE TOTAL - CA-Prop65/Aerosols 3.00 Lbs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 29 of 52 - - - - -. - - - - - - - - - - - - - - CA-Prop65/LIQUIDS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 Item CAS# State Conc% Material Hazard Class rr----- . Storage Use-Closed Use-Open Cabs >15psi Location I XTREME- L 100 XTREME COOL 341 (Cutting and IR, OHH, P65 95.0000 95.0000 95.0000 N N Stored: Warehouse I Used: R&D COOL-341 Grinding Fluid): 2,2,2'- Gins i Gins Gins Area Nitrilotriethanoi [102-71-6][10- 20%]; Neodecanoic acid, compd. With 2-amino-2-methyi-1- propanol [125357-17-7][5-10%1; 2-(2-Aminoethoxy)ethanol [929- 06-6][1-5%1; Amine neutralized carboxylic acid [1-5%]; Amine neutralized carboxylic acid [1-5%]; Neodecanoic acid, compd. with 2- (2-aminoethoxy)ethanol (1:1) [216583-95-8j[1-5%]; [BP >212oF]; [SG 1.051 2 USD- 100 L 10W-30 Super Duty Motor Oil: CL3B, CA, IR, 0.2500 GIns 0.2500 GIns N N Stored: Warehouse / Used: R&D 152912- Petroleum Distillates Hydrotreated OHH, P65 Area 0065 Heavy Paraffinic [64742-54- 7][>60%]; Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic [64742-65-0][>10-30%]; Solvent Dewaxed Heavy Naphthanic [64742-52-5][1-5%]; Petroleum Distillates, Hydrotreated Light Naphthanic [64742-53-6][1-5%1; Paraffinic Oils (petroleum), Catalytic Dewaxed Heavy [64742-70-7][1- 5%]; Phosphorodithioic Acid, O,O-Di-Cl-14-Alkyl Esters, Zinc Salt [68649-42-3][175%]; [FP 356- 453oF] TOTAL - CA-Prop65/Liquids 95.25 GIns 95.00 GIns 95.25 GIns AGGREGATE TOTAL - CA-Prop65/Liquids --------------- 285.50 GIns STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWiSE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 30 of 52 - - - - - - - - - - - - - - - - - - - Sensitizers/LIQUIDS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 Item CAS# State Conc% Material Hazard Class Storage Use-Closed Use-Open Cabs >15psi Location FIBRE- L 100 Uretahne Casting Resin (Fibre CI-313, IR, OHH, 0.5000 Gins 0.5000 Gins N N Warehouse 3340 Glast Developments 3340]: (Part SN A - Polyol Amine Mixture [<100%]; Di-Methylthio) Toluenediamine [106264-79- 3][<6%]; (FP 3600F]; [SC 1.04]] [Part B - Polyurethane Resin Mixture [<100%]; Diphenylmethan-4, 4'- Diisocyanate [101-69-8][<20%]; Dibutylphtha late [84-74-2][<75%]; [FP 3000F]; [SC 1.08]] TOTAL - Sensitizers/Liquids 0.50 Gins 0.00 Gins 0.50 Gins AGGREGATE TOTAL - Sensitizers/Liquids 1.00 Gins 1. STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 31 of 52 - - - - - - - - - - - - - - - HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307 1(2) CFC TABLE 5003.1.1(?) SUMMARY HEALTH HAZARD MATERIALS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 .. :,. '-... Material Storage Storage Storaj Used Closed Used Closed Used CIcsd p Usedpen I Used ?pen Used Open (ibs) (gins) (cts) (Ibs) (gins) 9 (cfs) (Ib$) )gins) cs) : carcinogens' 150Jr 1.25 j 1.5000. 1.2500 Material Total Total Total -- - - (lb) (gills) (cfs) _____________i ------------- -- -------------- - ______ .-..- -- Carcinogens - 3.0 2.5 QUANTITIES NOT REGULATED BY THE 2016 CFC/CBC - . -- - -- , 71 - - -- - -.-- - - -- — - - - - - - - - - - * :-- :-Th, -• - a.- t -*- - - ,-. - - ... # .. .e .-.- • - ,.. -S.. - - ••- Material - Materai Storage Storage Storage i Used Closed Used osed Used Closed Used Open 4 Used Open Used Open S )lb) (gins) (cfs) (Ibs) (gins) (cfs) (lbs) (gins) (cfs) j Corrosives 1.0000 1 1 0000 Material Total Total Total - (Ibs) (gins) (cfs( -t--- ------i ... .- -•- - -. 4 Corrosives 2016 CFC TABLE 5003 1 1(2) I CBC TABLE 30.11(2): MAQ PER 1ST FLOOR CONTROL AREA H-4 OCCUPANCY REQUIRED ONLY FOR> MAQ STORAGE/AGGREGATE MAQ - NO CABINETS: - '- 5,000 POUNDS-500 GALLONS-810 CUBIC FEET-15 GALLONS LIQUEFIED GAS STORAGE/AGGREGATE MAQ -WITH CABINETS: 10000 POUNDS - 1,000 GALLONS -810 CUBIC FEET-30 GALLONS LIQUEFIED GAS : USE-CLOSED MAO: 5,000 POUNDS -500 GALLONS - 810 CUBIC FEET [1620 CUBIC FEET IF IN CABINETS] - 15 GALLONS LIQUEFIED GAS USE OPEN MAO 11,000 POUNDS 100 GALLONS.,- . 2016 CFC TABLE 5003 111 MAQ IN GROUP M AND S OCCUPANCIES IN ACCORDANCE WITH 5003.11: 9,750 LBS 975 GALLONS - - - •--- •. ,- - - •'_4 ., - - •_,•*. -- . .-. _s '_ .; S . . - - -.. ,- .- --.-• - . _._ . -. .--- - - -- S - .2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, Fl, Si OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS . STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. -. - - - - HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS KLAUSBRUCKNER &ASSOC 20170306 - - -. — - -41 . Page 32 of 52 - ,,5 _. . 4.- - -. - .-_ •.. -s -4 ' ' - a - - 'S - - 5_ a •- r -- - HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307.1(2) CFC TABLE 5003 1 1(2) SUMMARY HEALTH HAZARD MATERIALS 2017- Lite Machines- 2222 Faraday Avenue, Carlsbad, CA 92008 V V -. ' V•• ! Materisl V Srage Storage V Storage . Used Closd5, Used Closed Used Closed Used Open .Used Open Used.Open - V )lbs (gl nts) (cfs) . (lhs) (gins) (cfs( (Ibs) (gins) ics) V - VV VV V.- V .,a. VS VVV_V_ VVV VVS_ VV SV V VV - VSV__ - VVVSVSS _SV___V_ Irritants 27500J 9737504 950000 27500 973750 Material Total Total Total V V )$bs((gIns) )cfs( Irritants _______55 _28975 __00 _1 V V QUANTITIES NOT REGULATED BY THE 2016 CFC/CBC - .. . V •5 - - V -. V - 1 - •V _V •_S S•*.SS S_V SV V 4 •. . - . V , V -, -. -- V SS .VV 5• - •;-.---V;V_V:...: SVVVVSSV' 5VV5 ViV ,.SVV V: . V V - V -V SVV.VVV S V - - V V •- V V V Material Storage Storage Storage Used Closed Used Closed Used Otosed Used Open Used Open Used Open Ibs) (gins) V (cfs) (Ibs) (gins) )cfs) (Ibs) . (gins) (cfsl V V VV kicnha7 ardl is Material,,125,0000 0 2002 V_V V- S-_ _V V f 1250000 02000 Material V Total i. Total . V V (ibs) (gins) (cfs) i )NOflhazardousMaterials . _;),250.0 0.4j V 0.0j .. . V. S :•- '-: V•V - T V - . . •V V V V• • . S . V.• - V . - . 1.. - 4. - .•. V - V - V - • .., - __•., )%.. - 4 4- - .5. - I - • - VV S V.4V - -zo --- . --y •:= . V. __5.• - V 2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A 8 Ei Si OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS V STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. VV •V. V - V - HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS KLAUSBRUCKNER &ASSOC 20117-03-06, -~- - - -.4-- - V..- - V•4V - V. - Page 33 of 52 .4 _S VSS4- 4-.4 •V5V4-_ _SS •VSS V V . _ L - : -.----- -_--- - _ .. V - - _. - - • - -a. - : — - - - -- - .- - - - - - - - - - - HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307.1(2) CFC TABLE 5003 11(2) SUMMARY HEALTH HAZARD MATERIALS 2017 Lite Machines.- 2222 Faraday Avenue, Carlsbad, CA 92008, r~laterial Storage Stora9e I Storage Used Closed Used Closed Used Closeth Used Open Used Open Used Open (ibs) (gins) (cfs) (Ihs( (gins) (et) jV )lbs) ' ins (cfs) -'- LthOr H-alth Hazards 2:1250 98.9940jVj 95.0000, I 2.1250 98.9940 Material Total Total Total (gins) (cfs) Other Health Hazards 4.i5 ] 292.98 0.0 QUANTITIES NOTREGULATEDBY THE 2OI6CFCICBC 4- * - - - - — -* - * - - - r - ,• . - V V V . * - --, •. -- :' .- . .. - - .5 V . . . V. -. 4 - V V, Material . Storage Straqe Storage Used Closed Used Clod - Used Closed - Used Open - Used Open Used'Open V V (Ibs) (gins) (cfs) (Ibs). (gins,) (cfs) (Ibs) (gins) (cfs) - CAProp65 15000 __19525001 _T - .... . .. . ................ . .. 1 95000 ............................ . ............................. f 15000 ............ . . .............................................................. . ....... .. . ... .. 952500 ................. .. .... ........... ... ................. Mterial Total Total Total . (Ibs) - (gins) .. (cfs) - V V• - 'VVV-V-V V-V - -V -. - - - S V - V -- •V . V CAProp65 30 V - CALIFORNIA PROPOSITION 65 SUBSTANCES - CHEMICALS KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER OR REPRODUCTIVE/DEVELOPMENTAL TOXICITY INCLUDES PRODUCTS CONTAINING CA-P65 REGULATED SUBSTANCES REPORTING/DISCLOSURE THROUGH CUPRA AND/OR LOCAL COUNTY HEALTH AGENCIES MAY BE REQUIRED - - Vt - V S . 41 4• - - Sj-V--V V -V -, 7.. - --. ---.- -4--V*4V------*-- _--,- —: - -f'- - - -5' :' - 'z __ .5'5 V_SVVS*-*5 V5S*, -5 _.- - •-t - •_V* _V 'S S. 5' VS-V - - 5V • - - , - "V •V V V - - • -, 2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B. Fl, Si OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS - STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS .. KLAUSBRUCKNER & ASSOC 2017-03-06 - - Page 34of52 5- -5 ' - Vt - * -V.V* V-V -- - '-V - , -- - . •SV45S-VS -- *5 - SS•* *S S '5 --.5-Vt- I - - •:. - - - - -. - - - - - - - - - - - HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307.1(2) - CFC TABLE 5003.1.1(2) SUMMARY - HEALTH HAZARD MATERIALS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 . . - - -- - - - . - P'-- - - -- --- - + Material Storage . Storage Storage Used Closed Used Closed Used Closed Used Open Used Open Used Open (Ibs) (gins) (cfg) (ibs) (gins) i (cfs) fibs) gins) cFsY Sensitizers 0.5000 I 0.5000 Material tal Total Total () (gins). (cfs) '- Sensitizers 0.0 1.0 0.0 QUANTITIES NOT REGULATED BY THE 2016 CFCICBC 2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, Fl, 51 OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. -,2017-03-06 - . . . Page 35 of 52 .- ....- ,•, .-• .. .- l-•-. _.-.;•. - - - - - - - r - - - - - - - - - HAZARDOUS MATERIALS AN OCCUPANCY CLASSIFICATiON ANALYSIS .. - CBC TABLE 307.1(1) - CFC TABLE 50b3.1.1(1) SUMMARY - PHYSICAL HAZARD MATERIALS - -. -- 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 . •.•.• : - - - - T - Materiel Storage Storage Storage Used Closed Used Closed Closed Used Open Used Open Used Opn : rused (ibs) (gins) (cf) (Ibs) (gins) (cfs) )lbs( kis) .. .4.-Al - - - - _a.;;=_•. - - - - - - - - -------- ---- ----------- -------- . (cfs - -rcsolsLeveI1 1.2500 . 1.2500 - - •--- ,•-- ------- --:----------i-------------------- - - Material - Total Tot& Total - •• - - (ibe) (gins) (cfs) - - - --.. . = - - .• Aerosols Level 1 2.5 0.0 0.0 fi 2016 CFC 5104.1: UNLIMITED - QUANTITIES NOT REGULATED AS HAZARDOUS MATERIALS - — - - - ------- -- * :- • - -, •. -. . -s-- - • --- - - - ,• . .- - S - -Sf- - -. .' . -, •;: .........- . .- . - - - .. - . - .......... - • - r - ------,---------- -- -- ---- Material Storage - Storaj - Storage Used Closed Used Closed used Cibsed Used Open - Used Open Used Open - (Ibs) (gins) (cfs) (Ibs) - - (gins) (cfs) - (ibs) - (girls) (cfs( Aerosols LeI3 15000 1 15000 • Material Total - Total - Total' - - . . - - (ibs) (gins) (cfs) -- --------------. Aerosols Level.3 - - 3.0 - 0.0 - - . • . .• 5 - 2016 CFC 5104.2: H OCCUPANCY OR SPECIAL REQUIREMENTS APPLICABLE TO ONLY >500 POUNDS IN GROUP A, B, E, F, I AND R OCCUPANCIES - - MAC) PER 1ST FLOOR CONTROL AREA OF LEVEL 2 AND 3 AEROSOLS COMBINED: 1,000 POUNDS OR 2,000 POUNDS IF STORED IN CABINETS. - - .2016 CFC TABLE 5104.3.1: NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL COMBINED IN GENERAL PURPOSE WAREHOUSES: PALLETIZED OR SOLID-PILE STORAGE: 2,500 LBS - - . . - - ., • -. - RACK STORAGE 2,500 LBS - --- - .- -. . - - - -. - MAQ of LEVEL 2-and 3 AEROSOL COMBINED IN RETAIL STORAGE AREA: 2,500 POUNDS - . .• .' - -: NOTE: Once an aerosol container is filled, charged with a propellant and its lid and valve installed, it is not classified as a hazardous material based on the requirements in CFC . - - Section 5001 .2.2. - . - - -- • . _.---,- . . .-------------------------------- - - - - 2' - •_ - - - 0• 4 •_5,• -4 - . - - . y5• • • - -- . . •-. .1 - .•- 2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B. F.1, Si OCCUPANCY BASED ON THE USE AND STORAGE OF PHYSICAL HAZARD MATERIALS .-- -. S - 4 STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED. - - - - - - - . HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC- 2017-03-06 - - - - Page 36 of 52 I- - - HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307.1(1) m CFC TABLE 5003 1 1(1) SUMMARY PHYSICAL HAZARD MATERIALS 2017 -Lite Machines'-'2222 Faraday Avenue, Carlsbad, CA 92008 Tm .. z. • C, -, , . '.- - :- ,' ,: - - - * Material Storage Storage Storage Used Closed : sed Closed Used Closed Used Open Used Open Used Opeh (Ibs) (gIns) (cfs ir (Ibs) (gins) 'a (cfs) (Ibs) kglns) (C Is) - -- --- ----------------. - ------ - Lombustible Liquids III -B 08750 J J 08750 Material Total Total Total (Ibs) (gins) (cfs) Combustible Liquids Ill-B - - 0.0 - 1.75 '0.0 - . . - -. . .-•- - 2016 CFC TABLE 5003.1.1(1)! CBC TABLE 307.1(1): MAQ PER 1ST FLOOR CONTROL AREA " STORAGE/AGGREGATE MAQ - NO CABINETS: 13,200 GALLONS STORAGE/AGGREGATE MAQ - WITH CABINETS: , -" - 26,400 GALLONS .,USE-CLOSED MAQ: - . - 13,200 GALLONS - USE-OPEN MAQ: - . - 3,300 GALLONS LIQUIDS WITH NO FIRE POINTS 2016 CFC 5701.2 Exception 7 UNLIMITED MEDICINES FOOD COSMETICS ETC 2016 CFC 5001.1 Exception 1 & 5701.2 Exception 2:!t/=50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=5' * -LITERS/1.3 GAL UNLIMITED - ..- v.';c't"'- ., ..................................... -,* ,- - - ..................................................................................................................................................................... -., -----. Material . Storae Storage : Storage Used Closed - Used Closed - Used Closed UsedOpen Used On Use Open -. (Ibs) (gIns) . - (cfs) I (Ibs) (gIns) - - (cfs) - (Ibs) (gills) . (s( . --- _ .- -. Flammable Gases C 7440 1 1 07440 - Mterial - Total Total Total - . - (Ibs) - (gIns) (cfs) FmmabIe Gases 1 0.0 1.488 J 00 j 2016 CFC TABLE 5003.1.1(1)! CBC TABLE 307.1(1): MAQ PER 1ST FLOOR CONTROL AREA ; H-2 OCCUPANCY REQUIRED ONLY FOR> MAQ.'• .. . - - - STORAGE/AGGREGATE MAQ - NO CABINETS: - 15 GALLONS - 1,000 CUBIC FEET STORAGE/AGGREGATE MAQ WITH CABINETS 30 GALLONS 2,000 CUBIC FEET USE-CLOSED MAQ - NOT CABINETS: - -. 15 GALLONS - 1.000 CUBIC FEET - -. - - -. . •, -- , - - - USE CLOSED MAO WITH CABINETS . ..J - 30 GALLONS 2,000 CUBIC FEET,,- ' t- - •- -' - - '- - USE OPEN MAO " NOTAPPLICABLE .. T: if TI1 - 2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, Fl, Si 11 OCCUPANCY BASED ON THE USE AND STORAGE OF PHYSICAL HAZARD MATERIALS - ' - STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. THE BUILDING IS NOT SPRINKLERED.. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS KLAUSBRUCKNER & ASSOC 2017-03-06 - r •' .- Page 37 of 52 ---- - , -.,-- - - - -.-- .- ---- -p' .. . -=-- - - - -- - - "' .- 16~ - - - - - - - - - - - - - •• • - . - - . - - - - - -M,.-.. - -- - ..,• ..•- - -i-- - .- - HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBCTABLE3O7I(1)-CFC TABLE 063.1.11(l) SLIMMARY PHYSICAL HAZARD MATERIALS, 2017 Lite Machines 2222 Faraday Avenue Carlsbad CA 92008 • ............................................................ - Materiel Storage Storage Storage Used Clod Used Closed Used Cldsed Usd Open Used Open Used Open --.4- 10b) (gins) (cf) (ls) (gins) )cfs) Ibs) (gIns) )cfs) Material Total otl Total - (Ib) (gins) (cts) Flammable Liquids I A 0.0 2.0 0 0 2016 CFC TABLE 5003.1.1(1)! CBC TABLE 307.1(1): MAO PER 1ST FLOOR CONTROL AREA H-2 OCCUPANCY FOR ONLY> MAO WHEN USED OR STORED IN OPEN CONTAINERS/SYSTEMS OR CLOSED CONTAINERS/SYSTEMS >15 PSI H-3 OCCUPANCY FOR ONLY> MAQ WHEN USED OR STORED INCLOSED CONTAINERSISYSTEMS AT<1"15 PSI • STORAGE/AGGREGATE MAQ - NO CABINETS: 30 GALLONS - STORAGE/AGGREGATE MAO-WITH CABINETS: . 60 GALLONS USE-CLOSED MAO: .- - - 30 GALLONS - - - . . . • . - ,, USEOPENMAQ ---—.--,-.----10GALLONS--- - --- ... — - - — LIQUIDS WITH NO FIRE POINTS 2016 CFC 5701.2 Exception 7 UNLIMITED MEDICINES, FOOD, COSMETICS, ETC. .2016 CFC 5001.1 Exception I & 5701.2 Eiceptioh 2: <1=50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS <I5 LITERS/1.3 GAL: UNLIMITED -- . . - - -. -• :- •- . . --.. -. - - - .. • .. .-•- 4-- 4 -*r. .--_ ----.. - t4-. - - • #-_ -4- 5 4- 4 - 4- -',- p ------- •.. - . .- 4 - ,•C - 4. _ ----- - -. riter,i Storage Storage . Storage Ud Closed Used Closed Used Closed Used Open Used Open Used Open I' )lbs) (gins) - (cis) - (Ibs) - - (gins) (cfs( )lbs) (gins) (cfs) )FIaH h e Liqui ds -B C 5000 - 0.5000 - I . Matenal Total - - Total Total )ibs) (gins) )cfs) Flammable Liquids I B 0.0 1 0 Oj 2016 CFC TABLE 5003.1.1(1)! CBC TABLE 307.1(1): MAQ PER 1ST FLOOR CONTROL AREA OF FLIA, FLIB AND FLIC COMBINED H-2 OCCUPANCY FOR ONLY> MAO WHEN USED OR STORED IN OPEN CONTAINERS/SYSTEMS OR CLOSED CONTAINERS/SYSTEMS >15 PSI - - H-3 OCCUPANCY FOR ONLY> MAO WHEN USED OR STORED IN CLOSED CONTAINERS/SYSTEMS AT </=15 PSI STORAGE/AGGREGATE MAO NO CABINETS 120 GALLONS ' '- --STORAGE/AGGREGATE MAQ WITH CABINETS -' 240 GALLONS - — - - USE CLOSED MAO 120 GALLONS - - 'USE -OPEN MAO - 30 GALLONS .' . LIQUIDS WITH NO FIRE POINTS (IN ACCORDANCE WITH ASTM D 92) 2016 CFC 6.701.2 NON APPLICABILITY 7 UNLIMITED _ ,STORAGE OF DISTILLED SPIRITS AND WINES IN WOODEN BARRELS AND CASKS 2016 CFC 5001.1 EXCEPTION 10 & 6701.2 NON APPLICABILITY 10 UNLIMITED 4- - 0 - - b - - - •• - + .--. p 4 *4 - t4. •__• - 4 - 4- • 4 .(- - - - 2016 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS -A* B, Fl, Si OCCUPANCY BASED ON THE USE AND STORAGE OF PHYSICAL HAZARD MATERIALS- - 4-- - - 4STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE UNLESS OTHERWISE NOTED THE BUILDING IS NOT SPRINKLERED HAZARDOUS MATERIALS/OCCU PANCY, CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 - . •-,, '--1 - ' ---' - -- - -p '-- - - -- — -- — - .4- Page 38 of 52 - - . '. f-.:' 4--- -:_.....- . - •-: - ----.--.. 4-.---:r- 47. - -t4.. - -4-,' -.-•---- 4-..-.. 4--. - -.-- -•- - ..__3___ _•_* — -4-.- ....... _'- . . _-'s -. - - . __p •--- '4- - - 4- -. .--•-' -4- 4--..'-. -'-4 4- -• ,44- 4*. .. ..- .. - - - . 4. • - . . - . - - - - . -- . . .4-' --. -t . -----4-- 4-- - - - -- -. -. - - 4-- - -• - • _4_ --- - - - - - - - - - - - - - - -. - - - - - Hazardous Materials Classification Definitions ALl Aerosols Level 1 P AL2 Aerosols Level 2 P AL3 Aerosols Level 3 P CA Carcinogens H CA-CP Carcinogens-Consumer Products H CD Combustible Dusts P CF Combustible Fibers P CC-NH Compressed Gases - Inert/Non-Hazardous P CL2 Combustible Liquids II P CL2-NFP I Combustible Liquids II-No Fire Point P CL3A Combustible Liquids Ill-A P CL3A-NFP Combustible Liquids Ill-A-No Fire Point P CL3B Combustible Liquids 111-13 P CL3B-NFP I Combustible Liquids Ill-B-No Fire Point P CR 1 Corrosives H CRY-F Cryogenic Liquids - Flammable P CRY-NH Cryogenic Liquids - Inert/Non-Hazardous P CRY-OX Cryogenic Liquids -Oxidizing P EX Explosives P EX1.1 Explosives Division 1.1 P EX1.2 Explosives Division 1.2 P EX1.3 Explosives Division 1.3 P EX1.4 Explosives Division 1.4 P EX1.4G Explosives Division 1.4G . P EX 1.5 Explosives Division 1.5 P HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 39 of 52 - - - - - - - - - - - - - - - - - - - Hazardous Materials Classification Definitions ar EXI.6 Explosives Division 1.6 P FG 1 Flammable Gases ELlA Flammable Liquids I-A P FL1A-NFP Flammable Liquids I-A-No Fire Point FL1B Flammable Liquids I-B FL1 B-NFP Flammable Liquids I-B-No Fire Point P FL1C Flammable Liquids I-C P FL1C-NFP Flammable Liquids I-C-No Fire Point P FRF Federal Regulated Flammable Substances P FRS Federal Regulated Substances FS Flammable Solids P HT Highly Toxics H lR Irritants H IR-CP Irritants-Consumer Products H NH Nonhazardous Materials NH OHH Other Health Hazards H OHI-l-CP Other Health Hazards-Consumer Products H OP I Organic Peroxides - Unclassified Detonable P Opt Organic Peroxides I P OP2 Organic Peroxides II P 0P3 Organic Peroxides III 0P4 Organic Peroxides IV P 0P5 Organic Peroxides V p OX i Oxidizer Gases P OX1 Oxidizers 1 P HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 40 of 52 - - - - - - - - - - - - -. - - - - - Hazardous Materials Classification Definitions Class Name Hazard 0X2 Oxidizers 2 P 0X3 Oxidizers 3 P OX4 Oxidizers 4 P P65 CA-Prop65 H PSM PSM-OSHA H PY Pyrophorics RAID Radioactive H RADA Radioactive - Alpha i H RADB Radioactive - Beta H RADG Radioactive - Gamma H RMP-T1 RMP Table 1 - Federal Regulated Substances P RMP-T2 RMP Table 2 - Federal Regulated Flammable Substances P RMP-T3 RMP Table 3 - CA Regulated Substances P SlED Special Industrial Explosive Devices P SN Sensitizers H SN-CP Sensitizers-Consumer Products H SRS State Regulated Substances P TX Toxics H UR1 j Unstable Reactives 1 P UR2 Unstable Reactives 2 P UR3 Unstable Reactives 3 P UR4 Unstable Reactives 4 P WR1 Water Reactives 1 P WR2 Water Reactives 2 P WR3 I Water Reactives 3 P HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 41 of 52 HAZARDOUS MATERIALS DEFINITIONS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 HAZARDOUS MATERIALS DEFINITIONS ACID Corrosive material whose water solutions contain hydrogen ions. .Will liberate hydrogen gas on contact with certain metals. Forms a salt when it reacts with a base. Tastes sour. Turns blue litmus paper red. Very chemically active. Burn, irritate or destructively attack organic tissue such as the skin, lungs, stomach. Generally incompatible with bases [alkalis]. pH</=lto<7 AEROSOL A product that is dispensed from an aerosol container by a propellant. Level I Aerosol: Chemical heat of combustion </=8,600 Btu/lb. Level Aerosol: Chemical heat of combustion >8,600 Btu/lb and <13,000 Btu/lb. Level 3 Aerosol: Chemical heat of combustion >13,000 Btu/lb AEROSOL CONTAINER A metal can, up to a maximum size of 33.8flüid ounces (1,000 mL), designed to dispense an aerosol product; or A glass or plastic bottle', up to a maximum size of 4 fluid ounces (118 mL), designed to dispense an aerosol product. BASE (ALKALI] Corrosive materials whose water solutions contain hydroxyl ions. Chemically opposite of an organic acid. Forms a salt when it reacts with an acid. Neutralizes acids. Very chemically active. Burn, irritate or destructively attack organic tissues such as skin, lungs, stomach. pH=>7t0>/=14 CARCINOGEN Substance that causes the development of cancerous growths in living tissue. Chemical is considered to be a carcinogen if: It has been evaluated by the International Agency of Research on Cancer (IRAC) and found to be a carcinogen; or It is listed as a carcinogen or potential carcinogen in the Annual Report on Carcinogens published by the National Toxicology Program; or Regulated by OSHA as a carcinogen. CLOSED CONTAINER A container sealed by means of a lid or other device such that liquid, vapor or dusts will not escape from it under ordinary conditions of use or handling. KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 42 of 52 HAZARDOUS MATERIALS DEFINITIONS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 CLOSED SYSTEM The use of a solid or liquid hazardous materials involving a closed vessel or system that remains closed during normal operations where vapors emitted by the product are not liberated outside of the vessel or system. The product is not exposed to the atmosphere during normal operations. Examples: All compressed gases. Product conveyed through a piping system into a closed vessel, system or piece of equipment. COMBUSTIBLE DUST Finely divided solid materials which is </=420 microns in diameter and which, when dispersed in air in the proper proportions, could be ignited by a flame, spark or other source ignition. Combustible dust will pass through a U.S. No. 40 standard sieve. Generally: Particulate from wood sanding and grinding is 'Combustible Dust. Particulate from wood routing is not 'Combustible Dust.' Particulate from wood saving may or may not be Combustible Dust.' COMBUSTIBLE LIQUID • A liquid having a closed up flash point >/100oF. • ••' Class II Combustible Liquid: Flash point 4=1000F and <1400F. . •• Class lilA Combustible Liquid:: Flash point 4=1400F and <200oF. Class iIlB Combustible Liquid:: Flash point >/200oF. DOT Class 3 Materials. COMPRESSED GAS A material, or mixture of materials which: Is a gas 68oF or less at 14.7 psia of pressure; and Has a boiling point of 68oF or less at 14.7 psia which is either liquefied, nonliquëfied or in solution, except those gases which have no other health- or physical-hazard properties are not considered to be compressed until the pressure in the packaging exceeds 41 psia at 68oF. The states of a compressed gas are categorized as follows: Nonliquefied Compressed Gases: Gases, other than those in solution, which are in a packaging under the charged pressure and are entirely gaseous at a temperature of 68oF. Liquefied Compressed Gases: Gases that, .in a packaging under the charged pressure, are partially liquid at temperature of 68oF Compressed Gases in Solution: Nonliquefied gases that are dissolved in a solvent. Compressed Gas Mixtures: Mixture of two or more compressed gases contained in a packaging, the hazard properties of which are represented by the properties of the mixture as a whole. CONTROL AREA Spaces within a building where quantities of hazardous materials not exceeding the maximum allowable quantity per control area are stored dispensed, used or handled. See also the definition of 'Outdoor control area.' KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 43 of 52 - - - - - - - - - - - - - - - - MM - HAZARDOUS MATERIALS DEFINITIONS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 CORROSIVE A chemical that causes visible destruction of, or irreversible alterations in, living tissue by chemical action at the point of contact. A chemical shall be considered corrosive if, when tested on the intact skin of albino rabbits by the method described in DOTn49 CFR 173.137, such chemical destroys or changes irreversible the structure of the tissue at the point of contact following an exposure period of 4 hours. This term does not refer to action on inanimate surfaces. Burns or destructively attacks organic tissues such as the skin, lungs, stomach - i.e.: acids, bases, caustics. General 'rule of thumb': pH <1=2-3 and >/=12 Dot Class 8 Materials. CRYOGENIC FLUID A fluid having a boiling point lower than -1300F at 14.7 psia. FLAMMABLE GAS A material which is a gas at 68bF or less at 14.7 psia which: Is ignitable at 14.7 psia when in a mixture of <1=13% by volume with air or Has a flammable rangeth 14.7 'psia with air:of at least 12%, regardless of lower limit. The limits specified shall be determined at 14.7 psi of pressure and a temperature of 68oF. DOT Class 2 Materials. FLAMMABLE LIQUEFIED GAS. A liquefied compressed gas which, under a charged pressure, is partially liquid at a temperature of 68oF and which is flammable. FLAMMABLE LIQUID A liquid having a closed cup flash point <100oF. Class IA Flammable Liquid: Flash point <73oF.and boiling point <1000F. Class lB Flammable Liquid: Flash point <73oF and boiling point >I=100oF. Class II Flammable Liquid: Flash point >/73oF and <1000F. DOT Class 3 Materials. FLAMMABLE MATERIAL A material capable of being readily ignited from common sources of heat or at a temperature of 600oF or less. FLAMMABLE SOLID A solid, other than a blasting agent or explosive, that is capable of causing fire through friction, absorption or moisture, spontaneous chemical change, or retained heat from manufacturing or processing, or A solid which has an ignitioh temperature below 212oF which burns so vigorously and persistently when ignited as to create a serious hazard. Test Data - CPSC 16 CFR; Part 1500.44: a chemical that ignites and burns with a self-sustained flame at a rate greater than 0.1 inch per second along its major axis. • DOT Class 4.1 Materials. • FLAMMABLE VAPORS OR FUMES The concentration of flammable constituents in air that exceeds 25 percent of their lower flammable limit (LFL). KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 44 of 52 -m MM - - - - - - - -. - - MM - - - HAZARDOUS MATERIALS DEFINITIONS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 HAZARD RATING [DEGREES OF HAZARD] Health [Blue]: Hazard rating of health hazards ranked according to the probably severity of the effects of exposure to personnel as follows: 4: Materials that on very short exposure could cause death or serious residual injury., including those toodangerous to be approached without specialized protection equipment i.e.: * Inhalation/Absorption - Skin: Materials that, under normal conditions or under fire conditions, are extremely hazardous through inhalation of through contact with or absorption by the skin. * Ingestion - Oral: Materials whose LD50 for acute oral toxicity is <1= 5 milligrams per kilogram [mg/kg]. * Skin: Materials whose LD50 for acute dermal toxicity is </=40 milligrams per kilogram [mg/kg]. * Dusts & Mists - Inhalation: Dusts & mists whose LC50 for acute inhalation toxicity is </=0.5 milligrams per liter [mg/Ll. * Liquids - Inhalation: Liquid whose saturated vapor concentration at 20oC is >1= 10 times its LC50 for acute inhalation toxicity, if its LC50 is <1=1000 parts per million [ppm]. * Gases - Inhalation: Gas whose LC50 for acute inhalation toxicity is <1=1,000 parts per million [ppm]. 3: Materials that on short exposure could cause serious temporary or residual injury, including those requiring potection from all bodily contact - i.e.: * Combustion Products: Materials that give off highly toxic combustion products. * Ingestion- Oral: Materials whose LD50 for acute oral toxicity is >5 milligrams and </50 milligrams per kilogram (mg/kg]. * Skin: Materials whose LD50 for acute dermal toxicity is >40 milligrams and <1=200 milligram's per kilogram [mg/kg]. * Dusts & Mists - Inhalation: Dusts & mists whose LC50 for acute inhalation toxicity is >0.5 and </=2 milligrams per liter (mg/L]. * Liquids - Inhalation: Liquid whose saturated vapor concentration at 20oC is >1= its LC50 for acute inhalation toxicity, if its LCSO is </=3,000 parts per million [ppm] and does not meet the criteria for degree of hazard 4. * Gases - Inhalation: Gas whose LC50 for acute inhalation toxicity is >1,000 and <3,000 parts per million [ppm]. * Corrosive: Materials that are'either severely corrosive to skin on single, short exposure or cause irreversible eye damage. 2: Materials that on intense or short exposure could cause temporary incapacitation or possible residual injury, including those requiring the use of respiratory protective equipment that has an independent air supply - i.e.: * Combustion Products: Materials that emit toxic or highly toxic irritating combustion products. * Lack of Warning Properties: Materials that, under normal conditions or fire conditions, give off toxic vapors that lack warning properties. * Ingestion - Oral: Materials whose LD50 for acute oral toxicity is >50 milligrams and </=500 milligrams per kilogram [mg/kg]. HAZARD RATING [DEGREES OF HAZARD] - continued Health [Blue] - continued: * Skin: Materials whose LDSO for acute dermal toxicity is >200 milligrams and </=1,000 milligrams'per kilogram [mg/kg]. * Dusts & Mists -Inhalation: Dusts & mists whose LC50 for acute inhalation toxicity is >2 and <1=10 milligrams per liter [mg/L]. * Liquids - Inhalation: Liquid whose saturated vapor concentration at 20oC is >1 1/5 its LC50 for acute inhalation toxicity, if its LC50 is </5,000 parts per million [ppm] and does not meet the criteria for degree of hazard 3 or 4. * Gases - Inhalation: Gas whose LC50 for acute inhalation toxicity is >3,000 and </5,000' parts per million [ppm]. * Irritant: Materials that cause severe but reversible respiratory, skin or eye irritation. 1: Materials that on exposure could cause irritation but only minor residual injury, including those requiring the use, of an approved air-purifying respirator - i.e.: * Combustion Products: Materials that emit irritating combustion products. * Fire Conditions: Materials that, under fire conditions, cause skin irritation, but not destruction of tissue. * Ingestion - Oral: Materials whose LD50 for acute oral toxicity is >500 milligrams and </=2,000 milligrams per kilogram (mg/kg]. * Skin: Materials whose LD50 for acute dermal toxicity is >1,000 milligrams and </2,000 milligrams per kilogram [mg/kg]. * Dusts & Mists - Inhalation: Dusts & mists whose LC50 for acute inhalation toxicity is >10 and </200 milligrams per liter [mg/L]. * Gases & Vapors -inhalation: Gas & vapor whose LC50 for acute inhalation toxicity is >5,000 and </=10,000 parts per million [ppm]. * Irritant: Materials that are moderate respiratory irritants, or that cause slight to moderate eye irritation. KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 - - HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 45 of 52 - - - - - - - - - - - - - - - - - - - HAZARDOUS MATERIALS DEFINITIONS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 0: Materials that on exposure under fire conditions would offer no hazard beyond that of ordinary combustible materials - i.e.: * Ingestion - Oral: Materials whose LD50 for acute oral toxicity is >2,000 milligrams per kilogram [mg/kg). * Skin: Materials whose LD50 for acute dermal toxicity is >2,000 milligrams per kilogram [mg/kg). * Dusts & Mists - Inhalation: Dusts & mists whose LC50 for acute inhalation toxicity is >200 milligrams per liter [mg/Li. * Gases & Vapors - Inhalation: Gas & vapor whose LC50 for acute inhalation toxicity is >10,000 parts per million [ppm). Flammability [Red]: Hazard rating of flammability hazards ranked according to the susceptibility of materials to burning as follow: 4: Materials that will rapidly or completely vaporize at atmospheric pressure and normal ambient temperature or that are readily dispersed.in air, and which will burn readily - i.e.: * Flammable Gases. * Flammable cryogenics. * Any liquid or gaseous material that is liquid while under pressure and has a flash point <73oF and a boiling point <100oF [i.e.: Class I-A Flammable Liquid]. * Materials that ignite spontaneously when exposed to air [i.e.: Pyrophorics]. 3: Liquids and solids that can be ignited under almost all ambient temperature conditions. Materials in this degree produce hazardous atmospheres with air under almost all ambient temperatures or, though unaffected by ambient temperatures, are readily ignited under almost all conditions - i.e.: * Liquids having a flash point <730F and having a boiling point >/=100oF and those liquids having a flash point >/=73oF and <100oF [ie:: Class lB & I-C Flammable Liquids].. . . ........• . . . Materials that on account of..theirphysical.form or environmental conditions can form explosive mixtures with air that are readily dispersed in air [i.e.: dusts of combustible/flammable solids, mists of flammable/combustible liquid droplets). * Materials that burn with extreme rapidity, usually by reason of self-contained oxygen [i.e.: many Organic Peroxides, dry nitrocellulose]. 2: Materials that must be moderately heated or exposed to relatively high ambient temperatures before ignition can occur. Materials in this degree would not under-normal conditions form hazardous atmospheres with air, but under ambient temperatures or under moderate heating may release vapor in sufficient quantities to produce hazardous atmospheres with air— i.e. * Liquids having a flash point >100oF and </-200oF [i.e.: Class II & Class Ill-A Combustible Liquids]. * Solid materials in the form of coarse dusts that may burn rapidly but that generally do not form explosive atmospheres with air [i.e.: Flammable Solids]. * Solid materials in a fibrous or shredded form that may burn rapidly and create flash fire hazards [i.e.: cotton, sisal, hemp]. * Solids and semisolids that readily give off flammable vapors. HAZARD RATING [DEGREES OF HAZARD] continued Flammability [Red] - continued: a 1: Materials that must be preheated before ignition can occur. Materials in this degree require considerable preheating, under all ambient temperature conditions, before ignition and combustion can occur - i.e.: * Materials that will burn in air when exposure to a tempura of 15000F for <1=5 minutes. s Liquids, solids & semisolids having a flash point >200oF [i.e.: Class Ill-B Combustible Liquids]. 0: Materials that will not burn - i.e.: material that will not burn in air when exposed to a temperature of 15000F for a period of 5 minutes. Reactivity/Instability [Yellow]: Hazard rating of reactivity [instability] hazards ranked according to ease, rate and quantity of energy release as follows: 4: Materials that in themselves are readily capable of detonation or explosive decomposition or explosive reaction at normal temperatures and pressures - i.e.: * Materials sensitive to localized thermal or mechanical shock at normal temperatures and pressures. 3: Materials that in themselves are capable of detonation or explosive decomposition or explosive reaction, but that require a strong initiating source or that must be heated under confinement before initiation - i.e.: * Materials sensitive to thermal or mechanical shock at elevated temperatures and pressures. * Materials that reactive explosively with water without requiring heat or confinement. 2: Materials that readily undergo violent chemical change at elevated temperatures and pressures -- i.e.: s Materials that exhibit an exotherm at temperatures <I=150oC when tested by differential scanning calorimetry. KLAUSBRUCKNER & ASSOCIATES 2495 TRUXTUN ROAD SUITE 205 SAN DIEGO CA 92106 TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 46 of 52 - - - - .- - - - - - - - HAZARDOUS MATERIALS DEFINITIONS 2017- Lite Machines -2222 Faraday Avenue,. Carlsbad, CA 92008 * Materials that may react violently with water or form potentially explosive mixtures with water. 1: Materials that in themselves are normally stable, but that can become unstable at elevated temperatures and pressure - i.e.: * Materials that change or decompose on exposure to air, light or moisture. * Materials that exhibit an exotherm at temperatures >150oC but </3000C when tested by differential scanning calOrimetry. 0: Materials that in themselves are normally stable, even under fire conditions -- i.e.: * Materials that do not react with water. * Materials that exhibit an exotherm at temperatures >300oC but </=500oC when tested by differential scanning calorimetry. * Materials that do not exhibit an exotherm at temperature </=500oC when tested by differential scanning calorimetry. HAZARDOUS MATERIALS Chemicals or substances which are physical hazards or health hazards as defined and classified in IFC/CFC Chapter 27, whether the materials are in usable or waste condition. HEALTH HAZARD A classification of a chemical for which there is statistically significant evidence that acute or chronic health effects are capable of occurring in - .. exposed persons. The term 'health hazard' includes chemicals that are toxic, highly toxic and corrosive. HIGHLY TOXIC Material which produces a lethal dose or lethal concentration as follows: Oral Ingestion = LD50 = <1=50 mg/kg - Rat: Median lethal dose [LD50] of 50 milligrams of less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. Skin Absorption =' 1-550 <1=200 mg/kg- Rabbit: Median lethal dose [LD50] of 200 milligrams or less per kilograrh of body weight when administered bycontinuous contact for 24 hours (or less if death occurs within 24 hours) with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. Inhalation = LC50 = </200 ppm - Rat: Median lethal concentration [LC50] in air of 200 ppm by volume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, when administered by continuous inhalation for one hour (or less if death occurs within 1 hour) to albino rats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as water, might not warrant classification as highly toxic. Dot Class 6.1 Materials. INCOMPATIBLE MATERIALS Materials that, when mixed, have the potential to react in a manner which generates heat, fumes, gases, or byproducts which are hazardous to life or property. The maximum allowable quantity per control area is based on the material state (solid, liquid or gas) and the material storage or use conditions. IRRITANT A chemical which is not corrosive, but which causes a reversible inflammatory effect on living tissue by chemical action at the site of contact. A chemical is a skin irritant if, when tested on the intact skin of albino rabbits by the methods of CPSC 16CFR Part 1500.41 for an exposure of four or more hours or by other appropriate techniques, it results in an empirical score of 5 or more. A chemical is classified as an eye irritant if so determined under the procedure listed in CPSC 16CFR Part 1500.42 or other approved techniques. LIQUEFIED PETROLEUM GAS (LP-gas) KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 201703-06 Page 47 of 62 HAZARDOUS MATERIALS DEFINITIONS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 A material which is composed predominantly of the following hydrocarbons or mixtures of them: propane, propylene, butane (normal butane or isobutene) and butylenes. LOWER FLAMMABLE LIMIT (LFL) The minimum concentration of vapor in air at which propagation of flame will occur in the presence of an ignition source. The LFL is sometimes referred to as LEL or lower explosive limit. MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA (MAQ) The maximum amount of a hazardous material allowed to be stored or used within a control area inside a building or an outdoor control area. OCCUPANCY B Occupancy: Business Group B occupancy includes, among others, the use of a building or structure, or portion thereof, for office, professional or service-type transaction, laboratories (testing and research), and print shops. F Occupancy: Factory Industrial Group F occupancy includes, among others, the use of a building or structure, or a portion thereof, for assembling, disassembling, fabricating, finishing, manufacturing, packaging, repair or processing operations that are not classified as Group H high-hazard or Group S storage occupancy. F-I Moderate-hazard Occupancy Includes, but not liñ,ited to, athletic equipment, automobiles, electronics, food' processing, laundries, paper mills, printing and publishing, soaps and detergents, textiles and wood. F-2 Low-hazard Occupancy: Factory industrial uses involving the fabrication or manufacturing of noncombustible materials which, during finishing, packaging or processing do not involve a significant fire hazard. H Occupancy: High-hazard. Group H occupancy includes, among others, the use Of a building or structure, or a portion thereof; that involves the manufacturing, processing, generation or storage of materials that constitute a physical or-health hazard in quantities in excess of quantities allowed in control areas constructed and located as required in Section 2703.8.3. H-2: >1= Maximum Allowable Quantity of one or more of the following Physical Hazard Materials: Class I, II or VA flammable or combustible liquids used or stored in normally open containers or systems, or in closed containers or systems pressurized at >15 psig. Combustible dust. Cryogenic fluids, flammable. Flammable gases. Class 1 organic peroxides. Class 3 oxidizers used or stored in normally open containers or systems, or in closed containers or systems pressurized at >15 psig. Pyrophoric liquids, solids and gases, nondetonable. Class 3 nondetonable unstable (reactive) materials. Class 3 water reactive materials. OCCUPANCY - continued H-3: >1= Maximum Allowable Quantity, of one or more of the following Physical Hazard Materials: Class I, II or IIA flammable or combustible liquids used or stored in normally open containers or systems, or in closed containers or systems pressurized at >15 psig. Combustible fibers, other than densely packedl baled cotton. Oxidizing Cryogenic fluids. Flammable solids. Class II and Ill Organic peroxides. Class 2 Oxidizers. Class 2 Oxidizers used or stored in normally open containers or systems, or in closed containers or systems pressurized at >15 psig. Class 2 unstable (reactive) materials. KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 48 of 52 HAZARDOUS MATERIALS DEFINITIONS 2017 - Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 Class 2.wãter-reactive materials. H-4:>/= Maximum Allowable Quantity of one or more of the following Health Hazard Materials: Corrocivoc. Highly toxic materials. Toxic materials. M Occupancy: Mercantile Group M occupancy includes, among others, buildings and structures or a portion thereof, for the display and sale of merchandise, and involves stocks of goods, wares or merchandise incidental to such purposes and accessible to the public. S Occupancy: Storage Group S occupancy includes, among others, the use of a building or structure, or a portion thereof, for storage that is not classified as a hazardOus occupancy. - S-I Moderate-hazard storage: Includes, but not limited to, level 2 and 3 aerosols, books and paper in rolls or packs, cardboard boxes, clothing, glues, motor vehicle repair garages, and soaps. S-2 Low-hazard storage: Buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thickness divisions; or in paper wrappings. OPEN SYSTEM The use of a solid or liquid hazardous materials involving a vessel or system that is continuously open to the atmosphere during normal operations and where vapors are liberated, or the product is exposed to the atmosphere during normal operations. Examples:. Dispensing from or into open beakers or containers. Dip tank and plating tank operations. ORGANIC PEROXIDE An organic compound that contains the bivalent O-O- structure and which may be considered to be a structural derivative of hydrogen peroxide where one or both of the hydrogen atoms have been replaced by an organic radical. Organic peroxides can present an explosion hazard (detonation or deflagration) or they can be shock sensitive. Organic peroxides can decompose into various unstable compounds over an extended period of time. DOT 5.3 Materials. . Unclassified Detonable Organib Peroxide: Organic peroxides that are capable of detonation. There peroxides pose an extremely high-explosion hazard through rapid explosive decomposition. Regulated as Class A explosive DOT Type A Class I Organic Peroxide: Formulations that are capable of deflagration but not detontion. DOT Type B Class II Organic Peroxide: Formulations that burn very rapidly and that pose a moderate reactivity hazard. DOT Type C Class III Organic Peroxide: Formulations that burn rapidly and that pose a moderate reactivity hazard. . DOT Type D Class IV Organic Peroxide: Formulations that burn in the same manner as ordinary combustibles and that pose a minimal reactivity hazard. DOT Type E&F KLAUSBRUCKNER & ASSOCIATES - 2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 - HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC: - 2017-03-06 Page 49 of 52 - -. - - - - - - - - - - - -. - - - - - HAZARDOUS MATERIALS DEFINITIONS 2017- Lite Machines -2222 Faraday Avenue, Carlsbad, CA 92008 ORGANIC PEROXIDE - continued Class V Organic Peroxide: . Formulations the burn with less intensity than ordinary combustibles or do not sustain combustion and that pose no reactivity hazard. . DOT Type G OTHER HEALTH HAZARD HazardOus material which affects target organs of both body including, but not limited to, those materials which produce liver damage, kidney damage, damage to the nervous system, act on the blood to decrease hemoglobin function, deprive the body tissue of oxygen, or affect reproductive capabilities including mutations [chromosomal damage] or teratogens [effects on fetuses]. OUTDOOR CONTROL AREA An outdoor area that contains hazardoUs materials in amounts not exceeding the maximum allowable quantities of Table 2703.1.1(3) or 2703.1.1(4). OXIDIZER A material that readily yields oxygen or other oxidizing gas, or that readily reacts to promote or initiate combustion of combustible materials and, if heated or contaminated, can result in vigorous self-sustained decomposition. Examples of other oxidizing gases include bromide, chlorine and fluorine. DOT Class 5.1 Materials. • Class 4 Oxidizer: . Can undergo an explosive reaction due to contamination or exposure to thermal or physical shock and that causes a severe increase in the burning rate of combustible materials with which it comes into contact. Additionally, the oxidizer causes a severe increase in the burning rate and can cause spontaneous ignition of combustibles. Acceptable Test Criteria - DOT Packaging Group I: Material which, in either concentration tested, exhibits a burning time equal to or less than that of potassium bromate. Class 3 Oxidizer: Will cause a severe increase in the burning rate of combustible materials with which it comes in contact. Acceptable Test Criteria - DOT Packaging Group II: Material, which, in either concentration tested, exhibits a burning time between that of potassium bromate and that of potassium Perchlorate. Class 2 Oxidizer: Will cause a moderate increase in the burning rate of combustible materials with which it comes in contact. Acceptable Test Criteria - DOT Packaging Group Ill: Material, which, in either concentration tested, exhibits a burning time between that of potassium Perchlorate and that of ammonium persuiphate. Class 1 Oxidizer: Does not moderately increase the burning rate of combustible materials. PH • . Value used to represent the strength of an acid or base [alkali]: pH 1<7: Acid [1=Strong; 6=Weak] pH 7: Neutral [i.e. Water] pH >7-14: Base [pH 11 = 10 times more corrosive than pH of 10] Skin: ph 6-8 KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. -2017-03-06 Page 50 of 52 — mow — MM Mm — — — — — — — — — — —. HAZARDOUS MATERIALS DEFINITIONS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 PHYSICAL HAZARD A chemical for which there is evidence that it is a combustible liquid, cryogenic fluid, explosive, flammable (solid, liquid or gas), organic peroxide (solid or liquid), oxidizer (solid or liquid), oxidizing gas, pyrophoric (solid, liquid or gas), unstable reactive material (solid, liquid or gas) or water- reactive material (solid or liquid). PYROPHORIC A chemical with an auto-ignition temperature in air, at or below a temperature of 130oF. SENSITIZER Chemical that causes a substantial proportion of exposed people or animals to develop an allergic reaction in normal tissue after repeated exposure to the chemical. Chronic effect/reaction. STORAGE The keeping, retention or leaving of hazardous materials in closed containers, tanks, cylinders, or similar vessels; or vessels supplying operations through closed connections to the vessel. TOXIC MATERIAL Materials which produces a lethal dose or lethal concentration as follows: Oral Ingestion = LD50 = >50 mg/kg to 500 mg/kg - Rat: Median lethal dose [LD50] of more than 50 milligrams per kilogram, but not more than 500 milligrams per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. Skin Absorption = LD50 = >200 mg/kg to 1,000 mg/kg - Rabbit: Median lethal dose [LD50] of more than 200 milligrams per kilogram of body weight when administered by continuous contact for 24 hours (or less if death occurs within 24 hours) with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. Inhalation = LCSO = >200 ppm to 2,000 ppm— Rat: Median lethal concentration [LC50] in air of more than 200 ppm but not more than 2,000 ppm by volUme of gas or vapor, or more than 2 milligrams per liter but not more than 20 milligrams per liter of mist, fume or dust, when administered by continuous inhalation for.1 hour (or less if death occurs within I hour) to albino rats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as water, might not warrant classification as toxic. DOT Class 6.1 Materials. UNSTABLE (REACTIVE) MATERIAL A material, other than an explosive, which in the pure state or as commercially produced, will vigorously polymerize, decompose, condense or become self-reactive and undergo other violent chemical changes, including explosion, when exposed to heat, friction or shock, or in the absence of an inhibitor, or in the presence of contaminants, or in contact with incompatible materials. Unstable (reactive) materials are subdivided as follows: Class 4 Unstable (Reactive): Capable of detonation, explosive decomposition or explosive reaction at NTP. Materials that are sensitive to mechanical or localized thermal shock at NTP. Class 3 Unstable (Reactive): KLAUSBRUCKNER & ASSOCIATES 2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER & ASSOC. - 2017-03-06 Page 51 of 52 - -- - - - - - - - -:- HAZARDOUS MATERIALS DEFINITIONS 2017 - Lite Machines - 2222 Faraday Avenue, Carlsbad, CA 92008 Capable of detonation, explosive decomposition or explosive reaction but which require a strong initiating source or which must be heated under confinement before initiation. . Materials that are sensitive to thermal or mechanical shock at elevated temperature and pressures. Class 2 Unstable (Reactive): Normally unstable and readily undergo violent chemical change but do not detonate. Materials that can undergo chemical change with rapid release of energy at NIP. 0 Materials that can undergo violent chemical change at elevated temperatures and pressures. Class 1 Unstable (Reactive): Materials that are normally stable but which can become unstable at elevated temperature and pressures. USE (MATERIAL) Placing a material into action, including solids, liquids and gases. WATER REACTIVE MATERIAL A material that explodes; violently reacts produces flammable, toxic or other hazardous gases; or evolves enough heat to cause auto-ignition or ignition of combustibles upon exposure to water or moisture. DOT Class 4.3 Materials. Class 3 Water Reactive: Materials that react explosively with water without requiring heat or confinement. Class 2 Water Reactive: Materials that react violently with water or hàvé the ability to boil water. Materials that produce flammable, toxic or other hazardous gases, or evolve enough heat to cause0auto-ignition or ignition of combustibles upon exposure to water or moisture. Class I Water Reactive: Materials that react with water with some release of energy, but not violently. KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106- TEL (619) 677-2004; FAX (619)677-2444 - HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS - KLAUSBRUCKNER &ASSOC. - 2017-03-06 Page 52 of 52 SAN DIEGO REGIONAL OFFICE USE ONLY HAZARDOUS MATERIALS RECORDID# PLAN CHECK#__________________ occc QUESTIONNAIRE BP DATE I / Business Name Business Contact Telephone # LITE MACHINES CORPORATION PAUL ARLTON 760.532.9399 Project Address City State Zip Code APN# 2222 FARADAY AVENUE, BUILDING 6 CARLSBAD CA 92008 Mailing Address City State Zip Code Plan File# 7186 TERN PLACE CARLSBAD CA 92011 Project Contact Applicant E-mail Telephone # PAUL ARLTON PAULARLTON@LITEMACHINES.COM 765.532.9399 The following questions represent the facility's activities, NOT the specific project description. ,aicate by circling the item, wrietner your business will use, process, or store any any ol me items are must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives &J Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Q Flammable/Combustible Liquids 7. Pyrophoncs 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids . 8. Unstable Reactives 12. Radioactives If the answer to any of the Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit FEES ARE REQUIRED Project Completion Date: 4.30.2017 Expected Date of Occupancy: 4.30.2017 YES NO (for new construction or remodeling projects) • LI Is your business listed on the reverse side of this form? (check all that apply). j EJ Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 • Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? D U Will your business store or handle carcinogens/reproductive toxins in any quantity? LI U Will your business use an existing or install an underground storage tank? 0 • Will your business store or handle Regulated Substances (CalARP)? 0 • Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 U Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (çfomia's Aboveground Petroleum Storage Act). - 0 CalARP Exempt Date Initials El CalARP Required Date Initials 0 CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcompsdcounty.ca.pov (858) 586-2650). [*No stamp required if Qi Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building* on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. [*Excludes garages & small outbuildings.] YES NO • fl Will the project disturb 160 square feet or more of existing building materials? 0 U Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 . (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? Cold Shell - there is no insulation at all in the structure. 0 IJ (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. • Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.orqfinfolfacts/pemiits.pdt) for typical equipment requiring an APCD permit. 0 • (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project Research and development of rotary wing UAV's. Tenant Improvement of cold dark shell for R&D, warehouse and office space. I declare under penalty of perjury that to the best of my knowledge and belief tt1er and correct. 12 / 12 2016 David J. Anton Name of Owner or Authorized Agent Signature of Owner oythorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:____________________________________________________________________ BY: DATE: I / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division I N PUS RI AL WASTEWATER ISCHARGE PERMIT. SCREENINGSURVEY Date 12-16-2016 Busirie. Name. Lite Machines Corporation . Street Addrës___2222 Faraday Avenue; Carlsbad, CA 92008 - Email Address davearlton@litemachines.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your fcility ACId Cleaning Ink Manufacturing Nutritional Supplement I Assembly Laboratory Vitamin Manufacturing Automotive Repair PMâchining I Milling Paintin I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuél Manufacturing Membrane Manufacturing Personal 'Care Products Biotech Laboratory (i e water filtermemb?anes) Manufacturing Bulk Chemical Storage Metal Casting / Forming Pesticide Manufacturing / Car Wash Metal Fabrication Páckaging Chemical Manufacturing Metal Finishing PharmacuticaI Manufacturiig Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing P9we Generation lManufacturing Coating (i.6., phosphating) Print Shop Fertilizer Manufacturing Chemical Etching I Milling. I Research and Development Film/ X-ray Processing Printed Cir'cuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap I Detergert Manufactunñ liidustrial Laundry * Waste Treatfnent/ Storage SIC Cod(s)(if known) 37219902 38120202 - Brief description of business activ1.ities (Production! Manufacturing Operations) Research and development facility for unmanned systems (drones) Des&ipti&ñ of Operatiohs g'enerating wastewéter (disciiarged to sew--er, hauled 0r evaporated):. CNC milling of plastic arid aircraft grade aluminum. Our equipment has the capability to niachiné dry (cooling by air or micro-fine application of cutting lubricant). It is nOt ànticipatèd that much flood coolant will be used in the operatiori Used synthetic coolant is not considered hazardous waste. It is likely that expired - coolant will be transported off site for reclamation by a service provider. Estimated volume of industrial wastewater to be discharged (gal / day) 0 / day List Iazardàus wastes generated (tyè I vàluriié)f. None that we are aware of. -- Date operation began/or will bein at this location April / May 2016 Have you applied for a Wastewatér Discharge Permit from the Encina Wastewater Auth6rity9 Yes () If yes, when::,- - Sté Contact - - Title Sigriãtüé... - . .Phone No --- ENCINA WASTEWATER AUTHORITY 6200 Avenida Encinas Carlsbad CA 92011 (760) 438-3941 FAX; (700)4707,9052: - TENANT OCCUPANCY: -- ;' 23294 S.F. WAREHOUSE (S-i) 1,044 S.F. NOT IN SCOPE -OFFICE (B) 5,462 S.F. 6 TOTAL 83 800 S.F. PHASE-2 NOT IN SCOPE - R&D (F-i) 2,294 S.F. NOT IN SCOPE - WAREHOUSE (S-i) 1,044 S.F. OFFICE (B) 53462 S.F. TOTAL 83 800 S.F. I