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Home My WebLink About1964 KELLOGG AVE; ; CBC2021-0178; PermitBuilding Permit Finaled Commercial Permit Print Date: 12/21/2022 Job Address: 1964 KELLOGG AVE, CARLSBAD, CA 92008-6581 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Cäty of Carlsbad Permit No: CBC2021-0178 Status: Closed - Finaled Parcel #: 2120930200 Valuation: $575,550.00 Occupancy Group: B/s-i #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: 2019 Sprinkled: Yes Track #: Lot #: Project #: Plan #: Construction Type:VN Orig. Plan Check #: Plan Check #: Applied: 05/21/2021 Issued: 08/24/2021 Finaled Close Out: 12/21/2022 Final Inspection: 12/20/2022 INSPECTOR: Kersch, Tim Salcedo, Felix Project Title: Description: ADVANCED HONEYCOMB: 30,100 SF OFFICE/WAREHOUSE TI Applicant: Property Owner: ROXANNE VALENCIA FIRST INDUSTRIAL LP lii W OCEAN BLVD, # SUITE 1750 2777 LOKER AVE W LONG BEACH, CA 90802-4638 CARLSBAD, CA 92010 (562) 216-5244 FEE AMOUNT BUILDING PERMIT FEE ($2000+) $2,265.00 BUILDING PLAN CHECK FEE (BLDG) $1,585.50 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $242.00 FIRE Haz Mat Storage Chem Class 10-25 Chems $756.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $272.00 FIRE S Occupancies < 50,000sq. ft. TI $373.00 FIRE Special Equipment (Ovens, Dust, Battery) $417.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $104.00 5B1473—GREEN BUILDING STATE STANDARDS FEE $24.00 STRONG MOTION - COMMERCIAL (SMIP) $161.15 Total Fees: $6,374.65 Total Payments To Date: $6,374.65 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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2719 1 760-602-8560 f I www.carlsbadca.gov COW ok ti t BULNGPER!ilT h tk APPLICATION Pi Job Address 1964 KeQogg Av Jl 'N:, Tenant Name: Advanced Honeycomb Lot Year fluilt::. Occupancy: Construction Type Y'1 fifo 3oftildarls: TION th WO TENANT IMPROVEMENT IN WAREHOUSE, INCLUDING INTRIOR NEW PARTITIONS, NEW CEILING, NEW LIGHTING, NEW ROLL UP DOORS, NEW RTU, NEW EXHAUST FANS. O AddItion/New: New SF and Use, New SF and Use, ________ Deck SF,_ Patio Cover SF (not induding•flatwork) E3 Tenant improvement: 30,100 SF, Existing Usej, Proposed Use 8,54 SF, Existing Use Proposed Use o Pool/Spa: SF Additional Gas or Electrical Features? D DO 0 Solar: KW, Modules, Mounted, Tilt: Yes / No D , RMA; Yes D /O No, Panel Upgrade: Yes /No El Plumbing/Mechanical/Electrical Only: IR 1]IT This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER APPLICANT 0 PROPE Ri V OWNERS AUTHOfllFD AGENT APPLICANT 'n Name:-.1964 Kellogg Avenue LLC Name; Roxanne Valencia Address: P0 Box 31001-1927 Address: 111 W Ocean, Suite 1760 City: Pasadena State: CA Zip: 90 City; Long Beach State: CA 90802 Phone: 310,414.5400 Phone: 562.216.5244 Email: rva1enc1a@kkaia.com Eail: rvalencia(kkaia.com HSIGN PROFESSIONAL APPLICANT W CONTRACTOR BUSIN06 , ' ' APPLICANT 4 Name:4flKIamU5 Address: 111 W Ocean -Blvd, Suite 1750 City: Long Beach State: CA Zip: 90802 562.216.5244 Email: rvalencla@kkaia.com Architect State License: C20397 Name: Cl 4k-4 e fi- Address-, _1121 Iocrc4-ni _&Y'lA./lva -& City:_&ir'kn &VU4..State;_C 4_Zip:_126' Phone: 36,'e4i. 0302 Email: ctcul 4'dL Csl State License : ..... 797875Bus. License:_BL05003161-05-2018 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fa060-602-8558 Email: t duj? B-2 Page 1 of 2 Rev. 08/20 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A): LICENSED CONTRACTOR DECLARATION: 1 hereby affirm under penalty of perjury that/am licensed under provisions of chapter, 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. I also affirm under penalty of perjury one of the following declarations: 0 I have and will malntalna certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is Issued. Policy No. I have and willmaintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My workers' compensation insurance carrier and policy number are: Insurance Compaq Name: Alliant Insurance Services, Inc. Policy No. PAWC228503 Expiration Date: 01/01/2022 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensatibn Laws of California. WARNING; Failureto secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $161),000.00, in addition the to the cost 01 compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CCINSTRUCTICINJDING AS EN CV IF ANY i hereby affirm that there Is construction lending agency for the performance of the work this permit is issued (Sec 3097 (1) Civil Code). Lender's Name; _Lender's Address; CONTRACTOR PRINT: Clay _Burnett SIGN: C'L-a--j !3LA-'rkte#t_DATE: 8-12-21 (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that torn exempt from Contractor's License Low for the following reason:. fJ I, as Owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purposeof sale). of, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an.owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Di am exempt under Buslrwss.and Professions Code Division 3, Chapter 9,Article 3 for this reason: "Owner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. Proof of identification attached, fJ Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the agent authority .to obtain the permit on the owner' behalf Proof of Identification attached, By my signature below I acknowledge that except for my personal residence In which I must have resided for at least one year prior to cornpletlon.of the Improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if It has not been constructed In its entirety by licensed Contractors. I understand that a copy of the applicable low, section 7044 of the Business and Professions Code, is available upon request when this application Is submitted or at the following Web Site: http://www.Ieg1nfo.ca.gov/calow.htrnl. OWNER PRINT: ________________________ SIGN: ATE: APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIMEOF SUBMITTAL By my signature below. I certify that: lam the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf, I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate, I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned propertyfor inspection purposes. IALSO AGREE To SAVE, INDEMNIFYAND KEEP HARMLESS THE CITY OF G4111SBADAGA INSTALL LIABILITIES, JUDGMENTS,cQST5AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSTSAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OS/IA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. C~)\( APPLICANT PRINT: Roxanne Valencia SiGN: ___DATE: 5.122021 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 602-8558 Email: jIdlncartsbadça.ov 8-2 Page 2 of 2 Rev. 08/20 Building Permit Inspection History Finaled (City of Carlsbad MXRSTMRIF'11 . . . . . . . 0i Permit Type: BLDG-Commercial Application Date: 05/21/2021 Owner: FIRST INDUSTRIAL LP Work Class: Tenant Improvement Issue Date: 08/24/2021 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Status: Closed - Finaled Expiration Date: 12/21/2022 Address: 1964 KELLOGG AVE IVR Number: 33496 CARLSBAD, CA 92008-6581 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 08/26/2021 08/26/2021 BLDG-43 Air 165159-2021 Partial Pass Tim Kersch Reinspection Incomplete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency Pads for 3x mech units. Approved and Yes complete. 09/01/2021 09/0112021 BLDG-14 165590.2021 Partial Pass Tim Kersch Reinspection Incomplete Frame/Steel/Bolting/We Idling (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Structural revision requested. Yes 09/14/2021 09/14/2021 BLDG-81 Underground 166412-2021 Passed Tim Kersch Complete Combo(11,12,21,31) Checklist Item COMMENTS Passed BLDG-21 Yes Underground-Underfloor Plumbing 09/15/2021 09/15/2021 BLDG-11 166490-2021 Passed Tim Kersch Complete FoundationlFtg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/30/2021 09/30/2021 BLDG-14 167634.2021 Passed Tim Kersch Complete Frame/Steel/Bolting/We Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Structural revision requested. Yes BLDG-17 Interior 167635-2021 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/07/2021 10/07/2021 BLDG-17 Interior 168091-2021 Partial Pass Tim Kersch Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/13/2021 10/13/2021 Wednesday, December 21, 2022 Page 1 of 3 =6,20!! )M) Permit Type: BLDG-Commercial Application Date: 05/21/2021 Owner: FIRST INDUSTRIAL LP Work Class: Tenant Improvement Issue Date: 08/24/2021 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Status: Closed - Finaled Expiration Date: 12/21/2022 Address: 1964 KELLOGG AVE IVR Number: 33496 CARLSBAD, CA 92008-6581 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-14 168426-2021 Partial Pass Tim Kersch Reinspection Incomplete Frame/Steel/Bolting/We Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-34 Rough 168425-2021 Partial Pass Tim Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/14/2021 10/14/2021 BLDG-84 Rough 168523-2021 Partial Pass Tim Kersch Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 10/15/2021 10/15/2021 BLDG-21 168664.2021 Partial Pass Tim Kersch Reinspection Incomplete Underground/underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/22/2021 10/22/2021 BLDG-17 Interior 169096-2021 Partial Pass Tim Kersch Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/14/2022 06/14/2022 BLDG-23 184773-2022 Partial Pass Tim Kersch Reinspection Incomplete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Requested clearance Yes 06116/2022 06/16/2022 BLDG-17 Interior 185027-2022 Partial Pass Tim Kersch Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/24/2022 06/24/2022 BLDG-34 Rough 185675-2022 Partial Pass Tim Kersch Reinspection Incomplete Electrical Wednesday, December 21, 2022 Page 2 of 3 Permit Type: BLDG-Commercial Application Date: 05/21/2021 Owner: FIRST INDUSTRIAL LP Work Class: Tenant Improvement Issue Date: 08/24/2021 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Status: Closed - Finaled Expiration Date: 12/21/2022 Address: 1964 KELLOGG AVE CARLSBAD, CA 92008-6581 IVR Number: 33496 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/20/2022 12/20/2022 BLDG-Final Inspection 199234-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-Fire Final 198605-2022 Passed Felix Salcedo Complete Checklist Item COMMENTS Passed FIRE- Building Final Yes Wednesday, December 21, 2022 Page 3 of 3 Ep&cC (i CO MMed CCiTf! Issued to : ERDEMTM MAXINA VE ELEK1RIK SANAYI yE TICARET LTD. $11 Ausgestelit für KARADENIZLiLER MAHALLFSi ORDULULAR CADDES! NO-36 BASISKELE/KOCAEL! /TURK!YE In accordance with prflfgmndlage EN ISO 12100:2010 Object : EXPANDER MACHINE Gegenstand Serial number : ERD-36 Kennummer Certificate number :21-18-1734 Zertlfikatnummer Date of certificate 17/06/2021 Datum der zertifikate Valid until :16/06/2021 GUhtigbi. Report number :21-18-1734 Geechaftszelchen Onaylayan I By order urn Aufirag INSPECT 6, vj B.LC LTD. -5W2 SK NO CEB7 I XoCAILI / TORKIYE - $90.262.64LW.02- w,!w.bcccsrtt ," (LCTJ B.E.0 BELGELENDRME yE MUAYENE HIZMETLERi LTD. TL TEST REPORT -.•-7' Report referance no.................21-18-1734 Testing Laboratory..................BEC BELGELENDIRME YE MUAYENE I1IZMETLERI LTD.TI Address ............................... Kölduçeme mali. Yem bagdat cad. 555/2 sok No :8 Testing Location.....................Gebze/ Kocaeli Applicant's Name .................. ERI)EMTA MAK1A VE ELEKTRIIC -sANAid YE TICARET LTD.T1. Address..............................Kaiadenizliler Mahallesi Orduhi Caddesi No:36 BASJSKELE/KOCAELI /TURK1YE Test specification .................. Standard .... . ........................ EN 15012100 :2010 Test procedure....................2006/42/EC Non-standard test method..... Test Report Form No....................EN 12100_MI Test Report Form(s) Originator.... BEC This test report is specially limited to the above client company and product model only. It may not be duplicated without prior written consent of BEC Begelendirme Ve Muayene Hizmetlen Ltd. Test Item Description ............. ....: EXPANDER MACHINE Trade Mark.......................................: ERDEMTA$ Manufacturer.....................................: ERDEMTAS 1S4AKINA YE ELEKTRIK SANAY! YE TICARET LTD.$TL Model/Type reference ..................... :ERD-36 Ratings ....... . .............................. .. .......... .- General remarks: The test results presented in this report object tested. This report shall not be reproduced, except in full, without the written approval of the Issuing testing laboratory,' (see Enclosure #)" refers to additional information appended relate only to the to the report "(see appended table)" refers to a table appended to the report General product information: The electric principle and construction of these models are identical. There is no other difference except for the appearance and rated wattage. We tested as a representative model, and we tested it at all items. The results regarding the samnples,types and quantity of which are given above and the inspections of which have been performed by our company,are enclosed. This report is valid only for the samples tested. BECBELGELEND1RMVF, MPFr! HIZMETLERJ LTD T1 JcuIar.. .. • EXPANDER MACHINE iicationcf installation and use..... . : -- Supply Connection L ................ ssible test case verdicts; r iestcasp does not apply to the Lest object..: N (N/A) - test object does meet the requirement.. . . . . . . . . . P ( P a s s ) -test object does not meet the requirement............' F (Fail) Te5tln ............. Date of reoeiptf issi item... ........ ..... .... ........... ... ....... ...16,06.2021 Date(s) of pekorriance of tests...............................: 16.06.2021 NO 2006/421EC I C 1 NC I N/A 1.1.2-Principles of safety integration 1.1.3-materials, and products 1.1.4-lighting 1.1.5- design of machinery to facilitate its handlinu 1.2.1-safety and reliabiliti of control systems 1.2.2 - control devices 1.2.3-starting 1.2.4— stopping devices L25—mode selection 1.2.6- failure of the power 1.2.7 — failure of the control circuit 1.2.8 - soft ware .1.3.1 -stability .. - . 1.32— risk of break-up during _9 ~ratiqn .. 1.3.3 -. risks due to falling or cjecte.dobjects . 21$ .'•L ___ B E C BELGELENDIRME VE MUAYENE HIZMETLERI LTD -5A — 134riskdueto surface, edies for angles 1.3.5—risk related to combinedmachinary 1.3.6—risk relating to V wariations in the rotational Speed of tools 1.3.7 - prevention of risks related 1.3.8 - choice of protection against risks related to moving V V 1.4.2.1 - fixed guards - ........ 1422— movable- guards 1.4.2.3—adjustable guards acces.V.V,.. V!strctiqg VVV 1.4.3 - special requirements VV VVVVV 1 if V_• V VV V for protection devices 1.5.1 - electricity supply 1.5.2—static electricity 1. 5.3 - energy supply other than electricity 1.5,4 - errors of fitting if 1.5.5 - extreme temperatures .[ - 1.5.6—fire 1.5.7—explosion 1.5. - 1.5.9 - vibration 1.5.10—Radiation V - 1511—external radiation L5A2—Laser equipments 1. 5.13 — emisions of dust, gases etc. 1.5.14— risk of being trapped in a machine 1.5.15 - risk of slipping, r ppj falling 1.6.1 VV.VVV_VJL_ V.__V _ —machinery maintenance F!ECI - - B.EC BELGELENDIRME yE MUAYENE HIZMETLERI LTD 1.6.2 - acces to operating position and servicing points 1.6.3 - isolation of energy sources 1.6.4 - Operator intervention parts i j:cleaning of internal 1.7.0 - information devices T 1.7.1 - warning devices 1.7.2—warning of residual 1.7.3 - marking 1.7.4—instructions 1 2.1 - agri-foodstuffs RESULT: As a result of tests and inspections carried out on the equipments with the types generator sets it has been determined that the equipment conforms with conditions of the standard stated above and that it meets the principal requirements of the afore stated European Union instruction and its equivalent instructions. Note: This report, based on the contract signed between the producer and our body,has been issued on the voluntary fietd.While displaying the results obtained from the samples submitted to our body by the producer, this report nohow guarantees the production process. t5i•1I*i !;1*'Ir! ThTLLII11E It w !. __ . w ___ jw , 1 V AL Annexes: No (X ) Yes ( Inpected by: Checked cand Y: Date of u47/06/2021 Distribution: Client () Manufacturer (X) Other STRUCTURAL CALCULATIONS FOR PLAN CHECK SUBMITTAL Advanced Honeycomb Equipment Foundation Pads 1964 Kellogg Ave, Carlsbad, CA 92008 Prepared For Kamus + Keller InteriorsiArchitecture 111 West Ocean Blvd., Suite 1750 Long Beach, CA 90802 by BRYSON CONSULTING STRUCTURAL ENGINEERS 5318 E. 2nd St, #679 Long Beach, CA 90803 LU P1 I I-) c EE No.4979 L.'2 ;tj Exp. 6/30/22 Job No. 44180.2 May 17, 2021 4 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 Table Of Contents Table Of Contents & Design Notes.......................................................Page 1 Seismic Design Criteria.....................................................................Page 2 Dust Collector Equipment Anchorage.....................................................Page 3 Ground Mounted Fan Anchorage.........................................................Page 13 5l No. 4979 Exp. 6/30/22 Design Notes Design is to provide seismic anchorage and foundation pads for the following equipment requiring structural engineering design: One (1) Dust Collector with 3,500 lbs maximum operating weight One (1) Ground Mounted Fan with 1,400 lbs maximum operating weight 5/2/2021 U.S. Seismic Design Maps Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 OSHPD 1964 Kellogg Ave, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1244366, -117.283869 Kendal Floral Supply 10 Active Motif S \\ogg pe Paomar pport Rd ,' Toolbox Medical no ' C3m Vk/e,2 /! Innovations FS1 21 ôi0 I AlphatecSpine - Google / Map data 02021 Date 5/2/2021, 9:29:28 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description Ss 0.996 MCER ground motion. (for 0.2 second period) S1 0.362 MCER ground motion. (for 1.0s period) SMS 1.195 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 0.797 Numeric seismic design value at 0.2 second SA S01 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second F null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.436 MCE0 peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.523 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 0.996 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.109 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) Si RT 0.362 Probabilistic risk-targeted ground motion. (1.0 second) 51 UH 0.399 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S113 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.898 Mapped value of the risk coefficient at short periods CR1 0.909 Mapped value of the risk coefficient at a period of I s https://seismicmaps.org 2 1/2 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 Eauiement Anchoraae Desian Forces To ASCE 7-10 Chaeter 13 Dust Collector Seismic Parameters a R SIDS = 1.0 =2.5 = 0.797 component amplification component response spectral acceleration IP = 1.0 importance factor z/h = 0.00 elev. pt. of attachment Equipment Specifications W = 3,500 lbs operating weight CG = 125.8 in center of gravity B = 66.25 in mm. dimension Seismic Forces 1PM [NT ICH OR A GE )NC. SLAB FPh max = 1.6 sos 1p Wp = 1.275W Fphnom = O.4aP/RP(l+2z/h)SD5lPWP = 0.128W FPh mm = 0.3 SIDS l, W, = 0.239W (governs) Fph = 837 lbs FPV = 0.2 SIDS W, = 0. 1 59Wp = 558 lbs Factored Loads Working Loads M = FPhCG = 8,769 lb-ft M = 0.7FPh CG = 6,139 lb-ft = -MJB-1.2W/2-F/2 = -3,967 lbs C = -M/B-WW2-0.7F/2 = -3,057 lbs T = MJB-0.9WI2+F/2 = 292 lbs T = M/13-0.6W/2+0.7F/2 = 257 lbs Vu = FP = 837 lbs V = 0.7FID = 586 lbs = 0.9W +F IRV = -2,592 lbs p = -0.6W+0.7F. = -1,709 lbs 92 = 2.0 overstrength factor for tension [ASCE 7-16 Table 13.6-1] QM. = 17,539 lb-ft )Tu = 585 lbs = 2.0 overstrength factor for shear [ASCE 7-16 Table 13.6-1) CIVU = 1,674 lbs 3 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 t1I'1I1'hU Anchor DesignerTM I iI Sift Software Version 2.9.7376.3 a Company: Date: 5/17/2021 Engineer: Page: 1/6 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal-weight Concrete thickness, h (inch): 7.00 State: Cracked Compressive strength, & (psi): 3000 '4'.,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6d0 requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 11.00 x 11.00 x 0.50 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Cast-in-place Material: F1554 Grade 36 Diameter (inch): 0.875 Effective Embedment depth, he (inch): 4.750 Anchor category: - Anchor ductility: Yes hmin (inch): 6.38 Cmin (inch): 5.25 Smin (inch): 5.25 Recommended Anchor Anchor Name: Heavy Hex Bolt - 7/8"0 Heavy Hex Bolt, F1554 Gr. 36 4~ 4441i~4414 4;144144144 -1 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 t1I'AIiIhU Anchor Designer TM I Software - Version 2.9.7376.3 a Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.2.3.4.2 not applicable Ductility section for shear: 17.2.3.5.2 not applicable Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Strength level loads: N3 [lb]: 600 Vua, [lb]: 1400 Vuay [lb): 1400 Mux [ft-lb]: 0 Muy [ft-lb]: 0 [ft-lb]: 0 <Figure 1> Company: I Date: 5/17/2021 Engineer: Page: 2/6 Project: Address: Phone: E-mail: z 600 lb 1400 lb 0 ft-lb Oft-lb N Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 5 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 t1I1I1•JiI Anchor Designer TM I Software Version 2.9.7376.3 <Figure 2> Company: I Date: 5/17/2021 Engineer: Page: 3/6 Project: Address: Phone: E-mail: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 1I'1Iè1'JU Anchor Designer 1M L Software Version 2.9.7376.3 S Company: Date: 5/17/2021 Engineer: Page: 4/6 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) V03 (lb) Way (Ib) (Vuax)2+(Vuay)2 (lb) 1 150.0 350.0 350.0 495.0 2 150.0 350.0 350.0 495.0 3 150.0 350.0 350.0 495.0 4 150.0 350.0 350.0 495.0 Sum 600.0 1400.0 1400.0 1979.9 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 600 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e' (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v3 (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor In Tension (Sec. 17.4.1) N30 (lb) 0 ON. (lb) 26795 0.75 20096 <Figure 3> 01 02 I X T 04 03 Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2 Nb = ka84 rh0,1 5 (Eq. 17.4.2.2a) kc Aa fc (psi) hef (in) Nb (lb) 24.0 1.00 3000 4.750 13609 0.75N =0.75 (ANC/ANCO)C,N AI.NV'C,N!PCP,NNb (Sec. 17.3.1 & Eq. 17.4.2.1 b) ANC (in') AN. (in') Comm (in) V1OC,N 9'ed.N Vc, N V'CPN Nb (lb) 0 0.750Ncbg (lb) 446.27 203.06 6.00 1.000 0.953 1.00 1.000 13609 0.70 14958 Pullout Strength of Anchor in Tension (Sec. 17.4.3) 0.75N0 = 0.75,pNp = 0.75Ø,p8Ab,sfc (Sec. 17.3.1, Eq. 17.4.3.1 & 17.4.3.4) Ab (in2) f (psi) 0 0.75N3 (lb) 1.0 1.19 3000 0.70 14969 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility, Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 7 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 1I'1Iè1'JU Anchor Designer TM I Software Version 2.9.7376.3 Company: Date: 5/17/2021 Engineer: Page: 5/6 Project: Address: Phone: E-mail: Steel Strength of Anchor in Shear (Sec. 17.5.1 Vsa(Ib) çgsoul 0 q$gmutq$Vsa(lb) 16080 1.0 0.65 10452 Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) Shear perpendicular to edge in y-direction: Vby = minI7(Ie/da)02 Ida2a1fcca115; 9Aa'IfcCai1'5J (Eq. 17.5.2.2a & Eq. 17.5.2.2b) le (in) da (in) A, G (psi) Cal (in) Vby (lb) 4.75 0.875 1.00 3000 14.00 25822 ØVct,gy = 0 (A vc/Avco) ,V!PØI,V1'C,V'h,VVbY (Sec. 17.3.1 & Eq. 17.5.2.1b) Avc (in 2) Av0 (in 2) ¶Pc,v ¶h,v Vby (lb) 0 qSVcbgy (lb) 245.00 882.00 1.000 0.786 1.000 1.732 25822 0.70 6833 Shear perpendicular to edge in x-direction: Vb. = minI7(Ie/da)o2 Ida2aIfccal15; 92aIfcCal15I (Eq. 17.5.2.2a & Eq. 17.5.2.2b) ía (in) d8 (in) AS f'c (psi) Cal (in) Vb. (lb) 4.75 0.875 1.00 3000 14.00 25822 lbVcbgx = g' (Avc/Avco) Pec,V .vV'c,VS"h,vVbx (Sec. 17.3.1 & Eq. 17.5.2.1b) Avc (in 2) Av. (in 2) PeCV 9'ed,v Y'C,v Vb. (lb) 0 tbVthgx (lb) 245.00 882.00 1.000 0.786 1.000 1.732 25822 0.70 6833 Shear parallel to edge in x-direction: Vby = minI7(lo/da)02 Ida,afcCal15; 92aIfcCal1 l (Eq. 17.5.2.2a & Eq. 17.5.2.2b) lx (in) dx (in) ..%a fc (psi) Cal (in) Vby (I b) 4.75 0.875 1.00 3000 6.00 7245 l$Vcbgx = 0 (2) (A vc/Avco) POC,V'ed,V'C,VVh,VVby (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b) Avc (in2) Avco (in 2) 9'ec,V ¶Pei,v VC,v ¶h,v Vby (I b) 0 ØVcg,gx (lb) 161.00 162.00 1.000 1.000 1.000 1.134 7245 0.70 11430 Shear parallel to edge in y-direction: Vx = minI7(Ie/de)02 Ida..%aIfcCal15; 9Ao4fcCal151 (Eq. 17.5.2.2a & Eq. 17.5.2.2b) Ix (in) dx (in) Ae f (psi) Cal (in) Vbx (lb) 4.75 0.875 1.00 3000 6.00 7245 ØVcbgy = 0 (2) (A vc/Avco) vq.v!f'C,vPh,vVb (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b) Ave (in 2) Av0 (in 2) 'ec,V !!'ed,v Vbx (lb) 0 OVcbgy (lb) 161.00 162.00 1.000 1.000 1.000 1.134 7245 0.70 11430 Concrete Pryout Strength of Anchor In Shear (Sec. 17.5.31 ØVcpg = ØkcpNci.,g = 17.3.1 & Eq. 17.5.3.1 b) ANC (in2) ANco (in 2) 'ec,N !Pe,j,N Y,N ¶PCp,N N (lb) 0 çbVcpg (lb) 2.0 446.27 203.06 1.000 0.953 1.000 1.000 13609 0.70 39887 Results Interaction of Tensile and Shear Forces (Sec. 17.6.) Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 1Il1I1'JU Anchor DesignerTM I Software Version 2.9.7376.3 a Company: I Date: 5/17/2021 Engineer: Page: 6/6 Project: Address: Phone: E-mail: Tension Factored Load, Nua (lb) Design Strength, øN0 (lb) Ratio Status Steel 150 20096 0.01 Pass Concrete breakout 600 14958 0.04 Pass (Governs) Pullout 150 14969 0.01 Pass Shear Factored Load, Vua (lb) Design Strength, oV (lb) Ratio Status Steel 495 10452 0.05 Pass T Concrete breakout y+ 1400 6833 0.20 Pass T Concrete breakout x 1400 6833 0.20 Pass II Concrete breakout y+ 700 11430 0.06 Pass II Concrete breakout x+ 700 11430 0.06 Pass Concrete breakout, - 0.29 Pass (Governs) combined Pryout 1980 39887 0.05 Pass Interaction check NUdqSNn VualO Vn Combined Ratio Permissible Status Sec. 17.6..2 0.00 0.29 29.0% 1.0 Pass 718"0 Heavy Hex Bolt, F1554 Gr. 36 with hef = 4.750 inch meets the selected design criteria. 12. Warnings - Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied - designer to verify. - Per designer input, the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied - designer to verify. - Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 9 DESIGN SUMMARY FOOTING WIDTH B = 4.00 ft FOOTING LENGTH L = 4.00 ft FOOTING THICKNESS I = 18 in LONGITUDINAL REINF., TOP 1#4 LONGITUDINAL REINF., BOT. 4 #4 @ 14 in ox. TRANSVERSE REINF., BOT. 4 #4 @ 14 in o.c. 4 M /Z/ZZZZZZZZZ I ZZZZZZZ LI Li L2 El in in in in ksi ksi k k Seismic,SD k, SD ft-k, SD k, SD ksf kcf ft in ksf ft ft ft ft Advanced Honeycomb Equipment Pads I-'roj 9441 NO (12 UI1 1/li lEccentric Footing Design Based on ACI 318-11 Dust Collector INPUT DATA COLUMN WIDTH Cl = COLUMN DEPTH C2 = BASE PLATE WIDTH b1 = BASE PLATE DEPTH b2 = FOOTING CONCRETE STRENGTI f., = REBAR YIELD STRESS f = AXIAL DEAD LOAD PDL = AXIAL LIVE LOAD P. = LATERAL LOAD (0=WIND, 1=SEISMIC) = SEISMIC AXIAL LOAD PLAT = SEISMIC MOMENT LOAD MLAT = SEISMIC SHEAR LOAD VLAT = SURCHARGE qs = SOIL WEIGHT w = FOOTING EMBEDMENT DEPTH Df = FOOTING THICKNESS T = ALLOW SOIL PRESSURE FOOTING WIDTH B1 = B2 = FOOTING LENGTH L1 = L2 = REINFORCING SIZE # THE FOOTING DESIGN IS ADEQUATE. L YSI IN LOADS AT TOP OF FOOTING(IBC SEC.1605.3.2 & ACI 318-05 SEC.9.2.1) DL + LL P = 3.50 kips 1.2 DL + 1.6 LL Pu = 4.20 kips M = 0.00 ft-kips Mu = 0.00 ft-kips e = 0.00 It, fr cl fig eu = 0.00 ft. fr CI fig DL"+ LL + E/ 1.4 P = 3.90 kips 1.2 DL + 1.0 LL + 1.0 E Pu = 4.76 kips M = 6.26 ft-kips Mu = 8.77 ft-kips V = 0.60 kips Vu = 0.84 kips e = 1.61 It, frclfig eu = 1.84 It, ftclfig 0.9 DL + Eli .4 P = 2.75 kips 0.9 DL + 1.0 E Pu = 2.59 kips M = 6.26 ft-kips Mu = 8.77 ft-kips V = 0.60 kips Vu = 0.84 kips e = 2.28 It, fr cl fig eu = 3.38 It, ft cl fig KOVERTURNING FACTOR (IBC 06 1605.2.1, 1801.2.1, &ASCE 7-05 12.13.4) MR I M0 = 1.3 > F = 0.751 (0.9x1 .4) [Satisfactory] Where M0 = MLAT + VLAT Df - PIATL2 = 11.1 k-ft P = (0.15 kcf) TB L = 3.60 k, footing weight P 1 = w (Df - T) B L = 0.00 k, soil weight MR = PDLL2 + 0.5 (Peg + Pwii) L 14.2 k41 FOR REVERSED LATERAL LOADS, MR / M0 = 1.3 > F = 0.75/ (0.90.4) [Satisfactory] Where M0 = MLAT + VLAT D1 - PLATL1 = 11.1 k-ft MR = PDLL1 + 0.5 (P + P 0,) L = 14.2 k-ft K SLIDING (IBC 06 1806.1) 1.5 (VLat ASD) = 0.8966 kips IL 1W = 2.84 kips [Satisfactory) Where 0.35 10 Advanced Honeycomb Equipment Pads SOIL BEARING CAPACITY(ACI 318-05 SEC. 15.2.2) Service Loads CASE 1 CASE 2 CASE 3 P e 3.5 0.0 3.9 1.8 2.8 2.6 k ft (from center of footing) q B L 0.0 0 0.0 k, (surcharge toad) (0.15Ws)T B L 3.6 3.6 3.2 k, (footing increased) eL as 7.1 0.0 <U6 0.0 <B/6 7.5 1.0 > U6 0.0 <B/6 6.0 1.2 > L/6 0.0 <B/6 k ft ft qL qmax 1.8 0.4 4.8 1.2 5.0 1.2 k/ft ksf qallow 1.5 2.0 2.0 ksf Where 1(EP)(1+) for L 2(!P) L I. 3(0.5L -0 1) for qz 1+ 6eB) ( B B JOY MAX B - ea!~1 { for eB> B 3(O.5B_eR) - [Satisfactory] (cont'd) 'SIGN FLEXURE & CHECK FLEXURE SHEAR (ACI 318-05 SEC. 15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12.2, 12.5, 15.5.2, 11.1.3.1, & 11.3) (P)(i-) foreu- - BL 6 2(p) L for >- 3B(0.SLeJ 6 O.s5fc (1-F p FACTORED SOIL PRESSURE 0.85fi1f eu PM4X f ) ut Pav flN(0.0018 Factored Loads CASE 1 CASE 2 CASE 3 Pu 4.2 0.0 4.8 2.1 2.6 3.9 k ft yqs B L 0.0 0.0 0.0 k, (factored surcharge load) y[0.15T + w5(D- T)IBL 4.3 4.3 3.2 k, (factored footing & backfill loads) Pu eu 8.5 0.0 <U6 9.1 1.1 >U6 5.8 1.7 >U6 k ft qu, mw 0.533 1.689 3.458 ksf FOOTING MOMENT & SHEAR AT LONGITUDINAL SECTIONS FOR CASE I Section 0 0.25 L1 0.50 L1 0.75 L1 COIL CoIR 0.25 L2 0.50 L2 0.75 L2 L X. (ft, dist. from left of footing) 0 0.50 1.00 1.50 1.71 2.29 2.50 3.00 3.50 4.00 M(ft-k) 0 0 0 0 0 -1.2 -2.1 4.2 -6.3 -84 Vuu,i (k) 0 0.0 0.0 0.0 0.0 4.2 4.2 4.2 4.2 4.2 u,surch (klf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Musurch (ft-k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vusurch (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Puftg&fiht(klf) 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Mu,ftg & fill (ftk) 0 -0.1 -0.5 -1.2 -1.6 -2.8 3.4 4.9 -6.6 -8.6 Vuftg&II(k) 0 0.5 1.1 1.6 1.8 2.5 2.7 3.2 3.8 4.3 qu,soi (ksf) 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Musoii(ftk) 0 0.3 1.1 2.4 3.1 5.6 6.7 9.6 13.0 17.0 V 01i(k) 0 -1.1 -2.1 -3.2 -3.6 4.9 -5.3 -6.4 -7.5 -8.5 E M (ft-k) 0 0.1 0.5 1.2 1.5 1.5 1.2 0.5 0.1 0 E V (kips) 0 1 -0.5 1 .1.1 1 -1.6 1 -1.8 1 1.8 1 1.6 1 1.1 1 0.5 0 11 Advanced Honeycomb Equipment Pads (cont'd) I FOOTING MOMFNT & SI-tFAR AT I ONGITtJflINAI SECTIONS FOR CASF 2 Section 0 0.25 L1 0.50 L1 0.75 L1 COIL CoIR 0.25 L2 0.50 L2 0.75 1-2 L X., (ft, dist. from left of footing) 0 0.50 1.00 1.50 1.71 2.29 2.50 3.00 3.50 4.00 Mi (ft-k) 0 0 0 0 0 8.6 7.6 5.3 2.9 0.5 V 01 (k) 0 0.0 0.0 0.0 0.0 4.8 4.8 4.8 4.8 4.8 u,surch (klf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MusuJ) (ftk) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vusurch (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PUftg& fill (klf) 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 MUa9& fill (ft-k) 0 -0.1 -0.5 1.2 -1.6 -2.8 3.4 -4.9 6.6 -8.6 VU e9& fill (k) 0 0.5 1.1 1.6 1.8 2.5 2.7 3.2 3.8 4.3 qu,soil 0.00 0.00 0.00 0.63 0.72 0.97 1.06 1.27 1.48 1.69 M011(ft-k) 0 0.0 0.0 11.4 11.9 12.5 12.3 11.5 10.0 8.1 Vj ,j1(k) 0 0.0 0.0 6.6 -7.2 -8.5 -8.8 9.3 9.4 -9.1 I M (ft-k) 0 -0.1 -0.5 10.1 10.3 18.3 16.6 11.9 6.3 0 I V (kips) 0 1 0.5 1.1 -s.e -5.3 -1.3 1 -1.4 -1.3 1 -0.9 1 0 FOOTING MOMENT A SHEAR AT LONGITUDINAl SFCTIONS FOR CASF Section 0 0.25 L> 0.50 L> 0.75 L1 Col1 CoIR 0.25 L2 0.50 L2 0.75 L2 L X.,> (ft, dist. from left of footing) 0 0.50 1.00 1.50 1.71 2.29 2.50 3.00 3.50 4.00 M0>>,1 (ft-k) 0 0 0 0 0 9.3 8.7 7.4 6.1 4.8 V,001 (k)0 0.0 0.0 0.0 0.0 2.6 2.6 2.6 2.6 2.6 1'u,surcll (klf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Musuh (ft-k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vusurci, (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PUa9& fill (klf) 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Ma9 a fill (ft-k) 0 -0.1 -0.4 -0.9 -1.2 -2.1 -2.5 -3.6 -5.0 -6.5 Vu,ftg& fill (k) 0 0.4 0.8 1.2 1.4 1.9 2.0 2.4 2.8 3.2 q,1 (ksf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.03 3.46 M,1i (ft-k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 1.6 V,1i(k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -8.1 -5.8 I M (ft-k) 0 -0.1 -0.4 -0.9 -1.2 7.1 6.2 3.8 4.8 0 I V (kips) 0 0.4 0.8 1.2 1.4 1 4.4 4.6 5.0 1 -2.7 1 0 DESIGN FLEXURE Location Mu,mas d (in) Pmin PreqD Pmax Smax use Pprovo Top Longitudinal -1.2 ft-k 15.75 0.0000 0.0000 0.0129 no limit 1#4 0.0003 Bottom Longitudinal 18.3 ft-k 14.75 0.0005 0.0004 0.0129 18 4#4@ 14 in o.c. 0.0011 Bottom Transverse 0 ft-k / ft 14.50 0.0000 0.0000 0.0129 18 4 #4 @ 14 in o.c. 0.0011 [Satisfactory] CHECK FLEXURE SHEAR Direction VU,MW 4iV = 2 b d (f')05 check V> <4) V Longitudinal 5.3 k 53 k 1 [Satisfactory] Transverse 0.4 k/ft 13 k/ft [Satisfactory] PUNCHING SHEAR (ACI 318-05 SEC. 15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) p >-R °-SyvMubl + AP= 2(b1+b2)d v(pS1) - . )[I+(V 4..)2 +3(a)] 1 F b2 ::~• R Pb1b2 f BL A1 Case P> Mu b1 b2 b0 YV c Y 1 4.2 0.0 21.5 21.5 0.6 0.4 1.0 2.0 2 4.8 8.8 21.5 21.5 0.6 0.4 1.0 2.0 3 2.6 8.8 21.5 21.5 1 0.6 0.4 1.0 2.0 where 4 0.75 (ACI 318-05, Section 9.3.2.3) y_.MlNI2.-± 4O-- Lfi bo bo-'Jbi -(O.5c1-0.5bj+d)b2-(0.5s2-0.5b2-d) Af A0 R J Vu(psj) 4>V 16.0 8.7 0.8 5.2 2.7 150.0 16.0 8.7 1.0 5.2 3.1 150.0 16.0 8.7 0.5 5.2 1.7 150.0 [Satisfactory] 12 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 Equipment Anchorage Design Forces To ASCE 7-10 Chapter 13 Ground Mounted Fan Seismic Parameters a Rp SDS = 1.0 = 2.5 = 0.797 component amplification component response spectral acceleration l, = 1.0 importance factor z/h = 0.00 elev. pt. of attachment Equipment Specifications W, = 1,400 lbs operating weight CG =36 in center of gravity B = 22 in mm. dimension DUIFMENT CH OR A GE )NC. SLAB Seismic Forces T I Fphm , = 1.6 SDslP WP = I.275W Fph nom = 0.4a/R(1+2z/h) SDSIPWP = 0.128W Fph Hn = 0.3 SDS l, W, = 0.239W, (governs) Fph = 335 lbs FPV = 0.2 SDSW,, = 0.159W = 223 lbs Factored Loads Working Loads M = Fph CG = 1,004 lb-ft M = 0.7F,, CG = 703 lb-ft C, = -MdB-1.2W/2-F 0/2 = -1,499 lbs C = -M/B-W/2-0.7F/2 = -1,162 lbs = Mu/B0.9Wrj2+Fpv/2 = 29 lbs I = M/13-0.6W/2+0.7F/2 = 42 lbs V, = F = 335 lbs V = O.7Fp = 234 lbs = -0.9W + FPV = -1,037 lbs P = 0.6W+0.7F = -684 lbs = 2.0 overstrength factor for tension [ASCE 7-16 Table 13.6-1] = 2,008 lb-ft CTu = 59 lbs rl = 2.0 overstrength factor for shear [ASCE 7-16 Table 13.6-1] M. = 669 lbs 13 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 1I1Ii'JiU Anchor Designer TM I Software - Version 2.9.7376.3 S 1.Proiect information Company: Date: 5/17/2021 Engineer: Page: 1/6 Project: Address: Phone: E-mail: Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Cast-in-place Material: F1554 Grade 36 Diameter (inch): 0.500 Effective Embedment depth, het (inch): 2.750 Anchor category: - Anchor ductility: Yes hmin (inch): 4.00 Cmin (inch): 3.00 Smin (inch): 3.00 Project description: Location: Fastening description: Base Material Concrete: Normal-weight Concrete thickness, h (inch): 7.00 State: Cracked Compressive strength, f (psi): 3000 Wc,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6d0 requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 24.00 x 24.00 x 0.50 Recommended Anchor Anchor Name: Heavy Hex Bolt - 1/2"0 Heavy Hex Bolt, F1554 Gr. 36 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 14 0 lb Advanced Honeycomb Equipment Pads Pr9j. #44180.02 05/17/21 Company: I Date: 5/17/2021 Engineer: Page: 2/6 Project: Address: Phone: E-mail: 1i'1li'iU Anchor Designer TM I Software Version 2.9.7376.3 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.2.3.4.2 not applicable Ductility section for shear: 17.2.3.5.2 not applicable Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Strength level loads: N8 [lb]: 60 V0 [lb]: 700 Way [lb]: 0 M [ft-lb]: 0 M 5 [ft-lb]: 2100 [ft-lb]: 0 <Figure 1> tO lb Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 15 C C C., Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 t1II1IIShU Anchor Designer TM I Software - Version 2.9.7376.3 <Figure 2> Company: Date: 5/17/2021 Engineer: Page: 3/6 Project: Address: Phone: E-mail: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 16 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 I'1I1ShU Anchor Designer TM I I:I Software - Version 2.9.7376.3 S Company: Date: 5/17/2021 Engineer: Page: 4/6 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) Vuax (lb) Way (lb) *1(Vuax)2+(Vu8y)2 (lb) 1 580.2 175.0 0.0 175.0 2 580.2 175.0 0.0 175.0 0.0 175.0 0.0 175.0 4 0.0 175.0 0.0 175.0 Sum 1160.5 700.0 0.0 700.0 Maximum concrete compression strain (%o): 0.01 <Figure 3> Maximum concrete compression stress (psi): 44 Resultant tension force (lb): 1160 Resultant compression force (lb): 1102 Eccentricity of resultant tension forces in x-axis, e'N (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, OVX (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 Steel Strength of Anchor In Tension (Sec. 17.4.1) N (lb) 0 6N (lb) 8235 0.75 6176 Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) Nb = kc2 a'f f'chet1'5 (Eq. 17.4.2.2a) k0 Aa f (psi) he (in) Nb (lb) 24.0 1.00 3000 2.750 5995 0.750Nceg 0.750 (ANc/ANco) Pec,N'ec1N'cN'cp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1 b) AN0 (in2) ANCO (in2) Comm (in) V'OC,N 'ed,N VC, N Y'cp,N Nb (lb) 0 0.75Ncbg (lb) 101.53 68.06 3.00 1.000 0.918 1.00 1.000 5995 0.70 4311 Pullout Strength of Anchor in Tension (Sec. 17.4.3 0.75qNpn = 0.750,pN = 0.750'cp8Abrgf'c (Sec. 17.3.1, Eq. 17.4.3.1 & 17.4.3.4) Am,,9 (in2) f'0 (psi) 0 0.750N 0 (lb) 1.0 0.47 3000 0.70 5884 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 17 a Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 t1IlY1Iè-i'iI Anchor Designer TM I Software Version 2.9.7376.3 a Company: I Date: 5/17/2021 Engineer: Page: 5/6 Project: Address: Phone: E-mail: Steel Strength of Anchor in Shear (Sec. 17.5.11 V. (lb) q$grout 0 q$groatØVsa (lb) 4940 1.0 0.65 3211 Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) Shear perpendicular to edge in x-direction: Vox = minI7(Ie/da)024da2affccal15; 920*IfcCal151 (Eq. 17.5.2.2a & Eq. 17.5.2.2b) le (in) da (in) A.a f'0 (psi) Cal (in) V& (lb) 2.75 0.500 1.00 3000 3.00 1981 fbVcbgx = 0 (Avc/Avco)'ec,vPea,v1'c,v'o,vVox (Sec. 17.3.1 & Eq. 17.5.2.1 b) Avc (in2) Avco (in2) ¶F'c,v Vh,V Vb. (lb) 0 q$Vcbg5 (lb) 67.50 40.50 1.000 0.900 1.000 1.000 1981 0.70 2080 Shear parallel to edge in x-direction: Vby = minI7(1o/da)024da2o4fcca115; 920'If'cCal151 (Eq. 17.5.2.2a & Eq. 17.5.2.2b) Ia (in) d0 (in) Aa f'c (psi) Cal (in) Vby (lb) 2.75 0.500 1.00 3000 3.00 1981 qtVcogx = ç' (2) (A vc/Avco) 'ec,V'ed,V'c,V'h,VVby (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b) Avc (in2) At'co (in2) 'Fe c.v Ted,V Tc,V !P,v Vby (lb) 0 qtVcogx (lb) 67.50 40.50 1.000 1.000 1.000 1.000 1981 0.70 4622 Concrete Prvout Strength of Anchor in Shear (Sec. 17.5.3 qVcpg = okcpNcbg = Økcp(ANc/ANco)ec,Nf'ei,N'c,N'cp,NNb(Sec. 17.3.1 & Eq. 17.5.3.1b) k.p ASIC (in2) ASICO (in2) V7 C,N 44,N TfcN V'cp,N No (Ib) 0 qtVcpg (Ib) 2.0 203.06 68.06 1.000 0.918 1.000 1.000 5995 0.70 22991 11, Results Interaction of Tensile and Shear Forces (Sec. 17.6.) Tension Factored Load, Nua (lb) Design Strength, øN (lb) Ratio Status Steel 580 6176 0.09 Pass Concrete breakout 1160 4311 0.27 Pass (Governs) Pullout 580 5884 0.10 Pass Shear Factored Load, Vua (lb) Design Strength, øVn (lb) Ratio Status Steel 175 3211 0.05 Pass T Concrete breakout x+ 350 2080 0.17 Pass (Governs) II Concrete breakout y- 350 4622 0.08 Pass (Governs) Pryout 700 22991 0.03 Pass Interaction check N5dØN5 v50/ØVn Combined Ratio Permissible Status Sec. 17.6.1 0.27 0.00 26.9% 1.0 Pass 1/2"0 Heavy Hex Bolt, F1554 Gr. 36 with hef = 2.750 inch meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 18 Advanced Honeycomb Equipment Pads Proj. #44180.02 05/17/21 1R'1II'JI Anchor DesignerTM I Software - Version 2.9.7376.3 Company: I Date: 5/17/2021 Engineer: I Page: 6/6 Project: Address: Phone- E-mail: 12. Warnings - Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied - designer to verify. - Per designer input, the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied - designer to verify. - Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 19 Advanced Honeycomb Equipment Pads rn1 44ThU [IV UI1 (I/i lEccentric Footing Design Based on ACI 318-11 Ground Mounted Fan INPUT DATA OLUMN WIDTH Cl = in 22 OLUMN DEPTH C2 = 22 in BASE PLATE WIDTH b1 22 in BASE PLATE DEPTH b2 = 22 in :OOTING CONCRETE STRENGTI fc, = 25 ksi EBAR YIELD STRESS f = 60 ksi ,XIAL DEAD LOAD POL = 1.4 k .XIAL LIVE LOAD PLI = 0 k ATERAL LOAD (0=WIND, 1SEISMIC) = 1 Seismic SEISMIC AXIAL LOAD PLAT = -022 k, SD SEISMIC MOMENT LOAD MLAT = 1.00 ft-k, SD SEISMIC SHEAR LOAD VLAT = 0.67 k, SD SURCHARGE cis = 0 ksf SOIL WEIGHT w = 0 kcf =DOTING EMBEDMENT DEPTH D1 = 15 it -DOTING THICKNESS T = 18 in LLOW SOIL PRESSURE 0a = 1.5 ksf OOTING WIDTH B1 = 1.250 It B2 = 1.250 It -DOTING LENGTH L1 = 1.250 it L2 = 1.250 it REINFORCING SIZE # 4 THE FOOTING DESIGN IS ADEQUATE. DESIGN SUMMARY FOOTING WIDTH B = 2.50 fl FOOTING LENGTH L = 2.50 ft FOOTING THICKNESS T = 18 ir LONGITUDINAL REINF., TOP 1#4 LONGITUDINAL REINF., BOT. 3 #4 @ 12 in o.c. TRANSVERSE REINF., SOT. 3 #4 @ 12 in o.c. /LM I Id t I H- Li L2 bi L ..YSI N LOADS AT TOP OF FOOTING(IBC SEC.1605.3.2 & ACI 318-05 SEC.9.2.1) DL + LL P = 1.40 kips 1.2 DL + 1.6 LL Pu = 1.68 kips M = 0.00 ft-kips Mu = 0.00 ft-kips e = 0.00 ft, fr ci ftg eu = 0.00 it, fr ci ftg DL + LL + Eli .4 P = 1.56 kips 1.2 DL + 1.0 LL + 1.0 E Pu = 1.90 kips M = 0.72 ft-kips Mu = 1.00 ft-kips V = 0.48 kips Vu = 0.67 kips e = 0.46 ft, fr ci ftg eu = 0.53 ft, fr ci ftg 0.9 DL + E/ 1.4 P = 1.10 kips 0.9 DL + 1.0 E Pu = 1.04 kips M = 0.72 ft-kips Mu = 1.00 ft-kips V = 0.48 kips Vu = 0.67 kips e = 0.65 ft, fr ci ftg eu = 0.97 ft, fr ci ftg K OVERTURNING FACTOR (IBC 06 1605.2.1, 1801.2.1, & ASCE 7-05 12.13.4) MR / M0 = 1.5 > F = 0.75/ (0.9x1.4) [Satisfactory] Where M0 = MLAT + VIAl of - PLATL2 = 2.3 k-ft P = (0.15 kcf) TB L = 1.41 k, footing weight P 11 w (D - T) B L = 0.00 k, soil weight MR = POLL2 + 0.5 (Pftg + P501) L = 3.5 k-ft FOR REVERSED LATERAL LOADS, MR / M0 = 1.5 > F = 0.75 / (0.9x1.4) [Satisfactory] Where M0 = MLAT + VIAT of - PLATLI = 2.3 k-ft MR = POLLI + 0.5 (P9 + Poi) L 3.5 k4t K SLIDING (IBC 06 1806.1) 1.5 (Vlat ASD) = 0.7173 kips < i EW = 1.12 kips [Satisfactory] Where ii = 0.35 20 Advanced Honeycomb Equipment Pads (cont'd) SOIL BEARING CAPACITY(ACI 318-05 SEC. 15.2.2) Service Loads CASE 1 CASE 2 CASE 3 P e 1.4 0.0 1.6 0.9 1.1 1.3 k ft (from center of footing) qs B L 0.0 0 0.0 k, (surcharge load) (0.15-w)T B L 1.4 1.4 1.3 k. (footing increased) I eL e8 2.8 0.0 <U6 0.0 <B/6 3.0 0.5 > U6 0.0 <B/6 2.4 0.6 > U6 0.0 <B/6 k It it qL umax 1.1 0.4 2.6 1.0 2.5 1.0 k/ft ksf qallow 1.5 2.0 2.0 ksf qz( Where 1+ T) qz L for B q,41 B for CE!~ I 2(!P) L I B for I 3(0.5L -CL) for Cj> .3 (0.5B -) SIGN FLEXURE & CHECK FLEXURE SHEAR (ACI 318-O5 SEC. 15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12.2, 12.5, 15.5.2, 11.1.3. 1, & 11.3) [Satisfactory] ~ for -- BL 2(p) £ for CU> 3B(0.5L-o) 6 O.s5f, (I - F-01 p FACTORED SOIL PRESSURE I 0.S5fif fy au~ Er P=wN(0.0018 .P) Factored Loads CASE 1 CASE 2 CASE 3 Pu eu 1.7 0.0 1.9 1.1 1.0 1.9 k ft yqs B L 0.0 0.0 0.0 k. (factored surcharge load) y[0.15T + W(D T)]BL 1.7 1.7 1.3 k, (factored footing & backfill loads) Pu 3.4 0.0 <U6 3.6 0.6 > U6 2.3 0.9 > IJ6 k It 1 q, may 0.539 1.386 1.626 ksf FOOTING MOMENT & SHEAR AT LONGITUDINAL SECTIONS FOR CASE I Section 0 0.25 L1 0.50 L1 0.75 L1 CoP1 CoIR 0.25 L2 0.50 L2 0.75 L2 L X. (ft, dist. from left of footing) 0 0.31 0.63 0.94 0.33 2.17 1.56 1.88 2.19 2.50 (ft-k) 0 0 0 0 0 -1.5 -0.5 -1.1 -1.6 -2.1 Vi (k) 0 0.0 0.0 0.0 0.0 1.7 1.7 1.7 1.7 1.7 u,surch (klf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Musurch (ft-k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 VUSU h (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PU,e9&ri(klf) 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 Me9& fill (ft-k) 0 0.0 -0.1 -0.3 0.0 -1.6 -0.8 -1.2 -1.6 -2.1 Ve9 &ii(k) 0 0.2 0.4 0.6 0.2 1.5 1.1 1.3 1.5 1.7 qu, (ksf) 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 Musoii(ftk) 0 0.1 0.3 0.6 0.1 3.2 1.6 2.4 3.2 4.2 Vu i(k) 0 -0.4 0.8 1.3 0.4 2.9 2.1 -2.5 2.9 3.4 Z M (ft-k) 0 0.0 0.1 0.3 0.0 0.0 0.3 0.1 0.0 0 V (kips) 1 0 1 -0.2 1 -0.4 1 -0.6 1 -0.2 1 0.2 1 0.6 1 0.4 1 0.2 1 0 21 Advanced Honeycomb Equipment Pads FOOTING MOMENT & SHEAR AT LONGITUDINAL SECTIONS FOR CASE 2 Section 0 0.25 L1 0.50 L1 0.75 L1 COIL CoIR 0.25 1.2 0.50 L2 0.75 L2 L X. (ft, dist. from left of footing) 0 0.31 0.63 0.94 0.33 2.17 1.56 1.88 2.19 2.50 Mu,., (ft-k) 0 0 0 0 0 0.3 1.4 0.8 0.2 -0.4 V 01 (k) 0 0.0 0.0 0.0 0.0 1.9 1.9 1.9 1.9 1.9 u,surch (klf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Musurch (ft-k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vusurch (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pu ftg& fill (klf) 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 Mu,ftg& fill (ftk) 0 0.0 0.1 -0.3 0.0 -1.6 -0.8 -1.2 -1.6 -2.1 VUft9& fill (k) 0 0.2 0.4 0.6 0.2 1.5 1.1 1.3 1.5 1.7 qu,soil 0.00 0.00 0.35 0.52 0.00 1.20 0.87 1.04 1.21 1.39 M1i(ft-k) 0 0.0 2.2 2.9 0.0 2.9 3.3 3.2 2.9 2.5 V,1i(k) 0 0.0 -1.7 -2.4 0.0 -3.6 -3.3 -3.5 -3.6 -3.6 E M (ft-k) 0 0.0 2.1 2.6 0.0 1.6 3.9 2.8 1.5 0 I V (kips) 0 0.2 -1.3 -1.7 1 0.2 1 -0.2 1 -0.3 1 -0.3 1 -0.2 1 0 FOOTING MOMENT & SHEAR AT LONGITUDINAL SECTIONS FOR CASE 3 Section 0 0.25 L1 0.50 Li 0.75 L1 COIL CoIR 0.25 L2 0.50 L2 0.75 1.2 1. X. (ft, dist. from left of footing) 0 0.31 0.63 0.94 0.33 2.17 1.56 1.88 2.19 2.50 Mt(ft-k) 0 0 0 0 0 1.1 1.7 1.4 1.0 0.7 V,001 (k) 0 0.0 0.0 0.0 0.0 1.0 1.0 1.0 1.0 1.0 u,surch (klf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MU sU h (ft-k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vusurch (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PUftg& fill (WO 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 Mueg& fill (ft-k) 0 0.0 -0.1 -0.2 0.0 -1.2 -0.6 -0.9 -1.2 -1.6 Vusg a fill (k) 0 0.2 0.3 0.5 0.2 1.1 0.8 0.9 1.1 1.3 qu,soil 0.00 0.00 0.00 0.00 0.00 1.41 1.02 1.22 1.42 1.63 M 80ai(ft-k) 0 0.0 0.0 0.0 0.0 1.3 1.8 1.6 1.2 0.9 V 01 (k) 0 0.0 0.0 0.0 0.0 -2.6 -2.6 -2.7 -2.6 -2.3 I M (ft-k) 0 0.0 -0.1 -0.2 0.0 1.1 2.9 2.0 1.1 0 I V (kips) 0 1 0.2 0.3 1 0.5 0.2 1 -0.4 1 .0.8 1 -0.7 1 .0.4 1 0 DESIGN FLEXURE Location Mu,ma2 d (in) Pmin PreqD Pmax Smax use Pprovo Top Longitudinal -0.2 ft-k 15.75 0.0000 0.0000 0.0129 no limit 1#4 0.0004 Bottom Longitudinal 3.9 ft-k 14.75 0.0002 0.0001 0.0129 18 3 #4 @ 12 in o.c. 0.0014 Bottom Transverse 0 ft-k/ft 14.50 0.0000 0.0000 0.0129 18 3#4 @12 in o.c. 0.0014 [Satisfactory] CHECK FLEXURE SHEAR Direction Vumax OV. = 24, b d (')05 check V, < 0 V, Longitudinal 1.7 k 33 k [Satisfactory) Transverse 0.3 k/ft 13 k/ft [Satisfactory] PUNCHING SHEAR(ACI 318-05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) v(pSf) Pu R + 0.5yIb AP J = (){ (d2 +3(k2 ]l I6JL bj) bij - Pb12 Af Ap= 2(b1+b2)d 3 b2 Af = .81 bo-bi Ap-- (0.5c1 0.5b1 d),b2(0.5c2 0.5b2 d) [Satisfactory] where 4, = 0.75 (ACI 318-05, Section 9.3.2.3) 22 (cont'd) BRYSON CONSULTING STRUCTURAL ENGINEERS 5318 E. 2nd St, #679 Long Beach, CA 90803 Advanced Honeycomb Equipment Supports 1964 Kellogg Ave, Carlsbad, CA 92008 Prepared For Kamus + Keller InteriorsiArchitecture 111 West Ocean Blvd., Suite 1750 Long Beach, CA 90802 by rf u No. 4979 * Exp. 6/30/22 *I/ Job No. 44180.00 May 10, 2021 STRUCTURAL CALCULATIONS FOR PLAN CHECK SUBMITTAL Advanced Honeycomb Proj. #44180.00 05/11/21 Table Of Contents Table Of Contents & Design Notes.......................................................Page 1 Gravity & Seismic Loading Criteria.............................................................Page 2 Equipment Anchorage .......................................................................Page 5 New Roof Framing Supports..............................................................Page 6 No 4979 Exp. Design Notes Design is to provide supports and seismic anchorage for the following items requiring structural engineering design: 1. One (1) RTU with 1,050 lbs maximum operating weight + 100 lb curb mounted to existing wood roof framing. Advanced Honeycomb Proj. #44180.00 05/11/21 Dead & Live Load Criteria Typical Commercial Wood Roof Loads Dead Load asphalt roofing insulation 1/2" plywood sheathing SUB-TOTAL 2x6 sub-purlins © 24" O.C. SUB-TOTAL misc mech + plumbing sprinkler system SUB-TOTAL Misc. framing 30K OWSJ © 8-0" O.C. SUB-TOTAL W21x44 girder SUB-TOTAL interior wall partitions & bulkheads exterior walls TOTAL DEAD LOAD Live Load TYPICAL ROOF LIVE LOAD Gravity Seismic 6.0 psf 6.0 psf 0.5 psf 0.5 psf 1.5 psf 1.5 psf 8.0 psf 8.0 psf 0.9 psf 0.9 psf I .9 psf I 8.9 psf 0.5 psf 0.5 psf 2.5 psf 2.5 psf I 11.9 psf I 11.9 psfl 0.5 psf 0.5 psf 1.9 psf 1.9 psf L 14.3 psf I 14.3 psf I 1.0 psf 0.5 psf I 15.3 psf I 14.8 psf I 1.0 psf 0.5 psf 11.0 psf 5.5 psf I 27.2 psf I 20.8 psf I I 20 psf (reducible) I Page 1 of 2 Advanced Honeycomb Proj. #44180.00 05/11/21 Dead & Live Load Criteria Walls Interior Metal Stud Partition Walls Gravity Seismic 5/8" drywall ea. side 5.6 psf 6"x20ga studs @16" O.C. 0.9 psf top & bottom track 0.4 psf BATT insulation 0.3 psf Misc. MEP 0.5 psf SUB-TOTAL 7.7 psf 3.9 psf avg. height 12.oft avg. spacing 97.7ft TOTAL 1.0 psf I 0.5 psf I Exterior Concrete Walls Gravity Seismic 5/8" drywall inside 5.6 psf 1" stucco exterior 8 psf 6" concrete wall 75.0 psf Misc. MEP 0.5 psf SUB-TOTAL 89.1 psf 44.6 psf avg. height 12.0ft avg. spacing 97.3ft _ TOTAL 11.0 psf I 5.5 psf I Page 2 of 2 Map data 02021 5/2/2021 U.S. Seismic Design Maps Advanced Honeycomb Proj. #44180.00 05/11/21 OSHPD 1964 Kellogg Ave, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1244366, -117.283869 Kendal Floral Supply Active Motif 00 0ggPe Toolbox Medical o 'Camino Vigo Innovations V 1 06 AlphatecSpine Gooale Date Design Code Reference Document Risk Category Site Class Id 5/2/2021 9:29:28 AM ASCE7-16 11 D - Default (See Section 11.4.3) Type Ss S1 SMS SMI SDS Sol Value 0.996 0.362 1.195 null -See Section 11.4.8 0.797 null -See Section 11.4.8 Type Value SDC null -See Section 11.4.8 Fa 1.2 null -See Section 11.4.8 PGA 0.436 FPGA 1.2 PGAM 0.523 TL 8 SsRT 0.996 SsUH 1.109 SsD 1.5 S1RT 0.362 S1IJH 0.399 S1O 0.6 PGAd 0.5 CRS 0.898 CR1 0.909 Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCE0 peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s 4 https://seismicmaps.org 1/2 Equipment Anchorage Design RTU Seismic Parameters a =1.0 R = 2.5 SDS =0797 Ip =1.0 z/h = 1.00 Equipment Specifications W, = 1,l5Olbs CG = 38.41n B = 54.0 in mm. dimension C 0 Hi EW Working Loads M = 0.7FPhCG = 1,005 lb-ft P = M/B + 0.7F/2 = ±289 lbs C = -P- WW2 = -800 lbs T = P-0.6W/2 =-120lbs; V/2 = 0.7FU/2 = 157 lbs db = 0.25 in Zi. = 136 lbs Advanced Honeycomb Proj. #44180.00 05/11/21 Seismic Forces Fph = 1.6 SDSIPWP = 1.275W Fph,nom = 0.4a/R(l+2z/h) Sosl,W = 0.383W (governs) Fh,fl = 0.3 SDS IW = 0.239W Fph =440 lbs FPV = 0.2 SDSWP = 0.159W = 183 lbs Factored Loads Mu = FhCG = 1,407 lb-ft P. = MU/B + F/2 = ±404 lbs Cu = -Pa - 1.2WJ2 = -1,094 lbs T. = P0.9W12 -113 lbs Vu/2 = FU/2 = 220 lbs Anchorage to Wood Framing 114"e Lag Screw w/ 18ga steel side plates W = 225 lbs/in Z11 = 109 lbs C0 = 1.60 CM = 0.70 n 2 Le = 2.0 in embedment Va0ow = (1.6)(0.7)(136 lbs)(2) = 305 lbs T0110 = (1.6)(0.7)(225 lb/in)(2")(2) = 1,008 lbs Interaction: (157/305) +(-120/1,008) Connection of blocking to support framing: A35 Simpson Framing Angles Fl = 595 lbs (100%) Fl =695 lbs (160%) N = 2 total number Caow = (595 lbs)(2) = -1,190 lbs Taiiow = (695 lbs)(2) = 1,390 lbs >V/2 01< >T OK =0.397 <1 OK OK >T OK 5 IFORTE5 MEMBER REPORT Advanced HoneycomtPASSEt) Roof Level, Roof: Drop Beam Proj. #44180.00 05/11/21 1 piece(s) 4 x 12 DF No.1 Overall Length: 30 7' + 4 '1 0 30 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 488 @3 1/2" 3281 (1.50") Passed (15%) -- 1.00 + 1.0 Lr (All Spans) Shear (lbs) 453 @ V2 3/4" 4253 Passed (11%) 0.90 1.0 D (All Spans) Moment (Ft-lbs) 4883 @ 15'9 9/16" 6091 Passed (80%) 0.90 1.0 0 (All Spans) Live Load Defi. (in) 0.043 © 15 3 1/2" 1.500 Passed (L/999+) -- 1.0 0 + 1.0 Lr (All Spans) Total Load Defi. (in) 1.098 © 15'2 15/16" 1 2.000 Passed (L/328) -- 1.0 D + 1.0 Lr (All Spans) Deflection criteria: LL (1/240) and TL (1/180). Allowed moment does not reflect the adjustment for the beam stability factor. Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Hanger on 111/4 SPF beam 3.50' Hanger' 1.50" 463 25 488 See note 2 - Hanger on 111/4" SPF ledgerOnMasonry 3.50" Hanger' 1.50" 452 25 477 See note 1 At hanger supports, the Total Bearing dimension Is equal to the width or the material that Is supporting the hanger 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 30 0/c Bottom Edge (Lu) 30 0/c -Maximum allowable bracing Intervals based on applied load. System : Roof Member Type: Drop Beam Building Use: Residential Building Code: IBC 2015 Design Methodology : ASD Member Pitch : 0/12 Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories Face Mount Hanger LUS48 2.00' N/A 6-10dxl.5 4-10d Face Mount Hanger LUS48 2.00' N/A 6-10dxl.5 4-10d Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non-snow: 1.25) Comments 0 - Self Weight (PLF) 3 1/2" to 30' 3 1/2" N/A 10.0 -- 1 - Uniform (PSF) 0 to 30 7" (Front) 0 14.3 20.0 Default Load 2 - Point (lb) 12'6" (Top) N/A 290 - RTU 3 - Point (ID) 17 6" (Top) N/A 290 - RTU Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/wooctproducts/document-library. The product application, Input design loads, dimensions and support information have been provided by ForteWEB Software Operator FOIteWEB Software Operator Job Notes Michael Bryson BRYSON (562) 285-9995 paisiello3@gmail.com 5/11/2021 2:46:32 PM UTC A ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 44180.00.Advancd Honeycomb Page 1 /1 CRANEVEYOR\~~/ CORP. 1524 NORTH POTRERO AVENUE 626.442.1524 MAILING: P.O. BOX 3727 FAX 626.442.7308 SOUTH EL MONTE, CALIFORNIA 91733-0727 .craneveyor.com DATE: January 7, 2022 ;AO TO: The City of Carlsbad Building & Safety Department PROJECT: Installation of (3) 4000 # Capacity "CV TranStation" Self-Supporting Overhead Crane System #1, 2 & 3 OWNER: Advanced Honeycomb Technologies Inc CraneVeyor Job No: 421895 ADDRESS 1964 Kellogg Ave., Carlsbad, CA-92008 This project is for Installing (3) 4000 lbs Capacity CraneVeyor "CV-TranStation" self-supporting overhead crane Systems # 1 in Expander Area, # 2 in Unracks Block Area and # 3 in Horizontal Saw Area with (1) 4000 lbs Capacity bridge crane in each system with top hook mounted Hoist to mount on CraneVeyor enclosed track trolley at the above facility. The "CV-TranStation" system, which consists of the supporting structure and a light capacity overhead crane, is a pre-engineered standard product of CraneVeyor Corp., a designer and builder of overhead crane systems since 1946. The " CV-Tra n Station" is designed and produced primarily for buildings that cannot support overhead crane loads. The supporting frame is fabricated from structural tubing. The crane runway and the crane girder are fabricated truss sections made up of structural tubes and an enclosed track. The track is specially rolled for CraneVeyor on proprietary dies and is made from high strength steel. The only connection the system has to the building is at the base. The design and analysis of the truss sections of the runway and the bridge crane are performed using a modeling program. CraneVeyor considers this information proprietary and is not included with the plan check submittal package. The systems are designed to resist moment at the haunch from lateral loads and at the runway connection from longitudinal loads due to service loads or seismic forces for ground spectral accelerations (ASCE 7- 2016 & NEHRP-2015). The applicable codes and specifications are from the "AISC-ASD" 14th or 15th Edition, the "2019 California Building Code" and the Cold Formed Design Manual of AISI. There is no overturning at the column base (only vertical loads and shear). The existing 6" thick reinforced concrete slab will be able to support the crane column loads. Foundations are not required for these self-supporting crane systems. System #1 is bigger than System #2 & #3 so System #1 design calculations are furnished. CraneVeyor Corp is a license contractor in the state of California and a license fabricator for the city of Los Angeles for unlimited thickness high strength steel, reinforcing bars, and aluminum. General plot plan is submitted here with to indicate the location of the project and of the " CV-Tra n Station" system in the building. The plot plan is not intended to show all the details of the existing facility. These crane systems are a relocatable type. The hook mounted type "Little Mule" hand chain hoists 4000 # capacity Model # LHH-2 will be used for all three cranes by CraneVeyor Corp. Attached herewith are: Overhead Cranes & Hoists 'Architectural Railings ' Miscellaneous Iron & Steel (October 22, 2021) TO: The City of Carlsbad (Continuation) No Number Calculation page 1 to 3 Calculation page 1 (4000# Crane) Calculation page 1 (4000# Crane) Calculation page 1 (4000# Crane) Calculations pages 1 through 12 Calculations pages 1 through 12 Calculation page 421895-AC1 Calculation page 421895-AC2 Calculation page 421895-AC3 Calculations pages 1 through 15 ICC Report no: ESR-4266 No Number No Number No Number CraneVeyor Traanstation Catalog Cut Seismic Data per CBC-2019 & ASCE 7-16 USGS Seismic Spectral Response Accelerations Crane Wheel Loads per CBC-2019 & ASCE 7-16 (System-1) Crane Wheel Loads per CBC-2019 & ASCE 7-16 (System-2) Crane Wheel Loads per CBC-2019 & ASCE 7-16 (System-3) CV-TranStation Support Frame (System-1) Load at V-7 Offset CV-TranStation Support Frame (System-1) Load at 4-1 Offset Column Base Plate Design Column & Header Knee Plate Welding Check Column Base A.B. Design for Factored Load "Hilti" PROFIS Anchor Bolt Calculations "Hilti" Kwik Bolt (KB-TZ2) 7 pages CraneVeyor Contractors License CraneVeyor Fabricators License Workers Compensation Insurance Drawing 421895-PP Drawing 421895-GN Drawing 421895-1 Drawing 421895-2 Drawing 421895-3 Plot Plan & Vicinity Map General Notes 4000# CV TranStation Plan, 4000# CV TranStation Plan, 4000# CV TranStation Plan, Elevation & Details System-1 Elevation & Details System-2 Elevation & Details System-3 CRANEVEYOR CORP. ZJS ENGINEERING SERVICES, INC. 14189 Foothill Blvd., Suite 101 Font' CA 92335 Tele 909-823-4150 By: Nayan Patel By: JYnNos Boros RE. Chief Engineer \* ooI2oI2)/;, JAN 0 7 2022 - -- - - ----- ---- -~i Li CRANEVEiORCOR P C.TranStadon'M - Cranes Now for Lighter Loads Now, building on 50 years of experience, CraneVeyor pro- vides a revolutionary new self-supporting bridge crane system that brings the advantages of overhead cranes to applications where you might not have previously considered using cranes. TranStation Capacity: To 4,000 lbs. Width: To 34 feet Length: As required Overaft Height To 17 feet Machining Produce! Industrial! Light assembly! Injection Molding! Food Packing Manufacturing Processing Clean Rooms TranStation's combination of modularity, flexibil- ity, high efficiency manual operation and low cost make it ideal for places where the emphasis is on specific tasks within a more localized work area. Typical applications span a broad spectrum of industries and products. With its ergonomically designed structure, it provides an approximate productivity ratio of 100: 1 (i.e., an operator needs to apply only 5 pounds of force to start moving a 500 pound load). While most often used for manual operation, the TranStation is also available with powered operation for special requirements. Like its heavier duty relatives, the TranStation can be furnished with the widest selection of manual, electric or air operated hoists. TranStation is also well suited for applications where loads are even lighter than its rated capacity, especially if the lifting required is frequent or repetitive. CUSTOMER: Advanced -bbTecbges. Designed By: Nayan Patel PROJECT: Expander Area, Uwaca Block Area & Horizontal Saw Area ADDRESS: 1964 Ketbg Ave., Casbad, CA-92008 CV JOB NO.: 421995 ITEM: 40Ot Lbs Capacity CV Taastatla,e System Latitude: 33.1244366 Longitude: -117.283869 Steel oIdeiay mment irerce (sea ASCE 7 1 Table 15 4-1 Ilix ncivg s*mcteres) CHECK FOR SEISMIC FORCES: CBC-2019 Spectral Response Accn. Ss = 0.9969 Spectral Response Accn. Si = 1352 g Floor to Top of Frame (H) = iism Ft (Ta) Fundamental Period = 0.257 Sec. <TL= 12.0 sec. OK Mapped Accn. SMs D = 11.195 p (Fa) Site Coefficient = 1210 Mapped Accn. SM1 D = 9.792 (Fv) Site Coefficient = 1.938 Design Accn. SDs D = (R) from Table ASCE 7-16 Table 15.4-1 = 3.50 Design Accn. SD1 D = lS.1 (le) Importance Factor ASCE 7-16 Table 1.5-2 = 1.05 Soil Site Class = lfl Do from Table ASCE 7-16 Table 15.4-1 = AN aOee 30 retb re ftm OSHM parASCE 7-1t5 a PE}SIP 215 ASCE 7-16 (12.8-2) Cs = [(SDs)(le)IR] = 0.228 (W) kips For &i5degSbvjsre ASCE 7-16 (12.8-3) Cs = [(SD1)(le)/(T)(R)1= 0.466 (W) kips Not to exceed ASCE 7-16 (15.4-2) Cs = [(0.851)(te)/R] = 0.083 (W) kips Ice S'f?llLSs ASCE (12.8-1) V Base Shear = (Cs) x (W) = 0.228 (W) kips Far Abobwkka S"adLyffe am Cress strujdcjss the be dlesigmad ther Steer bit MdffM Base Steer vallue used hem Seismic Design Catagory = lt Redundancy Factor p = 11.3 ASCE 7-16(12.8-i)V Base Shear = (Cs)x(W)= 0228. (W) kips Print Date: 10/20/2021 1 of 3 Seismic Base Shear Advanced Honeycomb CV JOb NO: 421895 1964 Kellogg Ave, Carlsbad, CA 92008, USA Lat Longitude: 331244356, -283843 Date Design Code Reference Document Risk Category Site Class Type Value SS 0.996 0.362 Sw 1.195 Smi 0.702 -See Section 11.4.7 SDS 0.797 0.468 -See Section 11.4.7 Type Value SDC F) -See Section 114.1 F 1.2 F 1.938-See Section 11.4.1 PGA 0.436 Fp64 1.2 PGAM 0.523 TL 8 SsRT 0.996 SsLJH 1.109 SsD 1.5 SiRE 0.362 S1IJH 0.399 10118/2021, 9:54:45 AM NEHRP-2015 H D - Default (See Section 11.4,3) Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for lOs period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 10 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in SQ years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Print Date: 10/20/2021 2 of 3 Seismic Base Shear Advanced Honeycomb CV JOb NO: 421895 1964 Kellogg Ave, Carlsbad, CA 92008, USA e Longftude: 33.124416, -ii.28E8i9 Date Design Code Reference Document Risk Category Site Class Type Value S5 0.996 S1 0.362 SMS 1.195 SMJ null -See Section 11.4.8 SDS 0.797 SDI null -See Section 11.4.8 Type Value SDC null -See Section 1L4.8 Fa 1.2 null -See Section 1L4.8 PGA 0.436 FpGA 1.2 PGAM 0.523 TL 8 SsRT 0.996 SsUH 1.109 SsD 1.5 S1RT 0.362 S1(JH 0.399 10/18/2021, 10:17:25 AM ASCE7-16 II D - Default (See Section 11.4.3) Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for lOs period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 02 second SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (02 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedarice in 50 years) spectral acceleration. Print Date: 10/20/2021 3 of 3 Seismic Base Shear CUSTOMER: Advanced Honeycomb Technologies Inc. Designed By: Nayan Patel PROJECT: Expander Area (System #1) ADDRESS: 1964 Kellog Ave, Carlsbad, CA-92008 CV JOB NO.: 421895 ITEM: Crane Wheel Loads for 4000 Lbs Capacity on CV Transtation (System #1) Crane Capacity 200 Ton 4,000 Lbs Hoist & trolley wt. = 400 Lbs Bridge dead wt. = 1,120 Lbs Crane span = 31.000 Ft Hook end approach = 0.552 Ft Vertical Impact Factor 4ScE7-16 Sect 4.9.3 = 10 % of vertical wheel loads Lateral Force ASCE7-16 Sea 4.9.4 = 20 % of Lifted load + hoist & trolley dw Longitudinal Force AScE7-16 Sect. 4.9.5 = 10 % of Z wheeel loads The Longitudinal Force does not apply to Hand Geared or Push-Pull crane but included here for design Crane Wheel Loads aer end buck at loaded end (w/o impact Due to Lift Loads = Crane LL I 2 wheels = 1,964 Lbs Due to Hoist wt. = Hoist wt. I 2 wheels 196 Lbs Due to Bridge wt. = Bridge wt. I 4 wheels = 280 Lbs Total load = 2,441 Lbs = 2.441 Kips Crane Wheel Loads oer and buck at unloaded end (w/o impact Due to Lift Loads = Crane LL I 2 wheels = 36 Lbs Due to Hoist wt. = Hoist wt. / 2 wheels = 4 Lbs Due to Bridge wt. = Bridge wt. I 4 wheels 280 Lbs Total load 319 Lbs = 0.319 Kips Crane Wheel Loads per and buck at loaded end (wfimpact) Due to Lift Loads = Crane LL I 2 wheels = 2,161 Lbs Due to Hoist wt. = Hoist wt. I 2 wheels = 216 Lbs Due to Bridge wt. = Bridge wt. I 4 wheels = 308 Lbs Total load = 2,685 Lbs 2.685 Kips Crane Wheel Loads per end buck at unloaded end (wfimpad) Due to Lift Loads = Crane LL 12 wheels = 39 Lbs Due to Hoist wt. = Hoist wt. I 2 wheels = 4 Lbs Due to Bridge wt. = Bridge wt. I 4 wheels = 308 Lbs Total load = 351 Lbs 0.3511 Kips Crane Lateral Wheel Loads per and buck at loaded & unloaded end Crane Lateral Loads = 20%(Crane LL + Hoist)/4 wheels = 220 Lbs = 0.220 Kips Z Crane Longitudinal Wheel Loads per end truck at loaded end - Due to Lift Loads + Hoist wt. + Bridge wt. = Total load = 0.488 Kips Z Crane Longitudinal Wheel Loads per end truck at unloaded end Due to Lift Loads + Hoist wt. + Bridge wt. = Total load 0.064 Kips Crane Loads per Print Date: 10/20/2021 1 of 1 ASCE7-16 Section 4.9 CUSTOMER: Advanced Honeycomb Technologies Inc. Designed By: Nayan Patel PROJECT: Unracks Block Area (System #2) ADDRESS: 1964 Kellog Ave., Carlsbad, CA-92008 CV JOB NO.: 421895 ITEM: Crane Wheel Loads for 4000 Lbs Capacity on CV Translation (System #2) Crane Capacity 2.00 Ton 4,000 Lbs Hoist & trolley wt. = 400 Lbs Bridge dead wt. 700 Lbs Crane span = 9.833 Ft Hook end approach = 0.552 Ft Vertical Impact Factor ASCE7-16 Sect 4.9.3 = 10 % of vertical wheel loads Lateral Force ASCE7-16 Sect. 49.4 = 20 % of Lifted load + hoist & trolley dw Longitudinal Force ASCET-16 Sect 4.5 = 10 % of Z wheeel loads The Longitudinal Force does not apply to Hand Geared or Push-Pull crane but included here for design crane Wheel Loads nec end truck at loaded end (w/o ii Due to Lift Loads = Crane LL / 2 wheels = 1,888 Lbs Due to Hoist wt. = Hoist wt. I 2 wheels = 189 Lbs Due to Bridge wt. = Bridge wt. / 4 wheels = 175 Lbs Total load = 2,251 Lbs = 2.251 Kips end truck at w!oaded end (w/o imDact Due to Lift Loads = Crane LLl2wheels = 112 Lbs Due to Hoist wt. = Hoist wt. I 2 wheels = 11 Lbs Due to Bridge wt. = Bridge wt. / 4 wheels 175 Lbs Total load = 299 Lbs = 0.299 Kips Crane Wheel Loads per end buck at loaded end (wftnact) Due to Lift Loads = Crane LL I 2 wheels = 2,076 Lbs Due to Hoist wt. = Hoist M. / 2 wheels = 208 Lbs Due to Bridge wt. = Bridge wt. I 4 wheels = 193 Lbs Total load 2,477 Lbs 2.477 Kips Due to Lift Loads = Crane LL I 2 wheels = 124 Lbs Due to Hoist wt. = Hoist wt. / 2 wheels 12 Lbs Due to Bridge wt. = Bridge wt. / 4 wheels = 193 Lbs Total load = 328 - Lbs = 0.328 Kips Crane Lateral Wheel Loads per end truck at loaded & unloaded end Crane Lateral Loads = 20%(Crane LL + Hoist)/4 wheels = 220 Lbs = 0.220 Kips Crane Lonqtudinal Wheel Loads per end truck at loaded end Due to Lift Loads + Hoist wt. + Bridge wt. Total load = 0.450 Kips Z crane Longitudinal Wheel Loads per end truck at unloaded end Due to Lift Loads + Hoist wt. + Bridge wt. Total load = 0.060 Kips Crane Loads per Print Date: 10/20/2021 1 of 1 ASCE7-16 Section 4.9 CUSTOMER: Advanced Honeycomb Technologies Inc. Designed By: Nayan Patel PROJECT: Horizontal Saw Area (System #3) ADDRESS: 1964 Kelkg Ave. Carlsbad, CA-92008 CV JOB NO.: 421895 ITEM: Crane Wheel Loads for 4000 Lbs Capacity on CV Translation (System #3) Crane Capacity ZOO Ton 4,000 Lbs Hoist & trolley wt. = 400 Lbs Bridge dead wt. = 725 Lbs Crane span = 13333 Ft Hook end approach = 0.552 Ft Vertical Impact Factor isSCE7-16 Sect 49.3 = 10 % of vertical wheel loads Lateral Force ASCE7-16 Sect 49.4 = 20 % of Lifted load + hoist & trolley dw Longitudinal Force ASCE7-16 Sect 4.9.5 = 10 % of wheeel loads The Longitudinal Force does not apply to Hand Geared or Push-Pull crane but included here for design Crane Wheel Loads per end buck at loaded end (w/o Ernpact) Due to Lift Loads = Crane LL /2 wheels = 1,917 Lbs Due to Hoist wt. Hoist wt. / 2 wheels = 192 Lbs Due to Bridge wt. = Bridge wt. / 4 wheels = 181 Lbs Total load = 2,290 Lbs 2.290 Kips and truck at unoaded end (w/o i Due to Lift Loads Crane LL I 2 wheels = 83 Lbs Due to Hoist wt. = Hoist wt. / 2 wheels = 8 Lbs Due to Bridge wt. Bridge wt. / 4 wheels = 181 Lbs Total load = 272 Lbs = - 0.272 Kips Crane Wheel Loads per end buck at loaded end (wbuct) Due to Lift Loads = Crane LL / 2 wheels = 2,109 Lbs Due to Hoist wt. = Hoist wt. / 2 wheels = 211 Lbs Due to Bridge wt. = Bridge wt. / 4 wheels = 199 Lbs Total load = 2,519 Lbs 2.51.9 Kips Cram ad Loads per end at urdoaded end (rad) Due to Lift Loads = Crane LL / 2 wheels 91 Lbs Due to Hoist wt. = Hoist wt. / 2 wheels = 9 Lbs Due to Bridge wt. = Bridge wt. /4 wheels = 199 Lbs Total load = 300 Lbs = 0.300 Kips Crane Lateral Wheel Loads per end truck at loaded & unloaded and Crane Lateral Loads = 20%(Crane LL + Hoist)/4 wheels = 220 Lbs = 0.220 Kips Crane Lo kcfna1 Wheel Loads per end truck at loaded end - Due to Lift Loads + Hoist wt. + Bridge wt. = Total load = 1 0.458 Kips Crane Lon-gitudinal Wheel Loads per end truck at unloaded end Due to Lift Loads + Hoist wt. + Bridge wt. = Total load = 0.054 Kips Crane Loads per Print Date: 10/20/2021 1 of 1 ASCE7-16 Section 4.9 "CV-TRANSTATION" SELF SUPPORTING OVERHEAD CRANE SYSTEM CUSTOMER: Advanced I-bieyconibTedioteges Inc. Designed By: Nayan Patel PROJECT: Expander Area (System *1) ADDRESS: 1964KgAve Carlsbad. CA-92OO& JOB NO: 4216 Check Offset Frame for Maximum Column Loading (Load at 1-7 Offset) ITEM: 4060 Lbs Capay CV Transtabon (System 1) Desñzn calculations are based on 2019 CBC and ASCE 7-16 NOTES: Capacity (LL) 4000.000 Lbs Crane Weight (CW) 1120.000 Lbs Hoist and Trolley Weight (HT) 400.000 Lbs Impact 10.000 % Crane Span(CS) 31.000 Ft Left Support to Load P1 (al) 1.583 Ft Right Support to Load P1(bl) 35.083 Ft Left Support to Load P2 (a2) 32.583 Ft Right Support to Load P2 (b2) 4.083 Ft. Frame Center/Center Width (L) 36.667 Ft. Floor to Top of Header Tube 18.417 Ft. Floor to Center of Header (H) 18.000 Ft Hook Side Approach 6.625 In. End Truck Wheel Base 3.667 Ft Maximum Bay Spacing 25.000 Ft Number of Supporting Frames 3.0 Runway Beam Weight 26.000 Lbs/Ft Overall Lenght of runway 53.000 Ft. Header Weight (w) 27.275 Lbs/Ft Column Section Tube Header Section Tube Ratio lh/lc (Default = 1) 1.299 VERTICAL FORCES AT LOADED END: Wheel Load without Impact (WLx1) 2.441'. kips Wheel Load with Impact (WLx1) 2.685 [kips VERTICAL FORCES AT OPPOSITE END: ____ Wheel Load without Impact (WLx2') 0.319 kips Wheel Load with Impact (WLx2) 0.351 jkips HORIZONTAL FORCES: Lateral Wheel Load = (20% of Live Load and Hoist-Trolley Equally Distributed Over Wheels) WLy = .2(LL + HT) = 0.880 kips Total WLy = .2(LL + HT)/4 = 0.=jkips per wheel LONGITUDINAL FORCES: At Loaded End: 10% E (Wt.xl) 0'.488 IKIPS At Opposite End: 10% Z (WLx2) 0064 LKips DEVELOPED LOADS ON FRAME: Vertical Load Px1 5.626 kips Vertical Load Px2 1.301 kips Lateral Load Plat 0.815 kips Longitudinal Load Pz1 0.474 kips Longitudinal Load Pz2 0.078 kips Print Date: 10/20/2021 Page 1 of 12 Support Frame CALCULATE MAXIMUM BENDING MOMENTS AT HAUNCH Frame Type No. 39: k=(IhIIc)(HIL)= 0.638 (Ref: Klelniogel) N = 4.275 Case I: Dead Weight of Header WL2 MB'=MC' = - ________ = -2.144 k-ft 4N -MC HA'=HD = = ________ = 0.119 kips H WL VA=VD' = (_) = 0.500 kips 2 Case II: Vertical Load (Px1) at Left: (3)(Px1)(a)(b) MB°=MC" = _____________ = -2.990 k-ft. 2NL -MB' HA"=HD" = ________ = 0.166 kips H (Px1)(b) VA" = ________ = 5.383 kips L VD" = Px1 - VA' = 0.243 kips Case Ill: Vertical Load (Px2) at Right: (3)(Px2)(a)(b) MB"=MC" = - __________ = -1.656 k-ft. -MB" HA =HD = __________ = 0.092 kips H (Px2)(a) VA" = _________ = 0.145 kips L VD" = Px2 - VA" = 1.156 kips Case IV: Lateral Loads: Lateral Forces Acting to the Right: MB "= -MC "= (PLat)(H)I2 = 7.339 k-ft HA "= -HD "= -(PLat)/2 = -0.408 kips (PLat)(H) VA" = -VD = - _________ = -0.400 kips L Print Date: 10/20/2021 Page 2 of 12 Support Frame Lateral Forces Acting to the Left: MB"'=-MC""= ------------------- --7.339k-ft HA""= -HD "'= --------------------------------------------------0.408 kips VA '"= -VD "= -------------------- - ---- - ---------------------- 0.400 kips SUMMATION OF MOMENTS AND FORCES: Lateral Forces Acting to the Right: MB = MB+MB'+MB"+MB"" = 0.549 k-ft MC = MC'+MC"+MC'"+MC" = -14.130 k-ft HA = HA'+HA"+HA"-i-HA"" = -0.030 kips HD = HD+HD"+HD'"+HD"" = 0.785 kips VA = VA+VA"+VA'"+VA"" = 5.628 kips VD = VD+VD"+VD"+VD'" = 2.299 kips Lateral Forces Acting to the Left MB = MB'+MB+MB"+MB" = -14.130 k-ft MC = MC+MC'+MC'"+MC"" = 0.549 k-ft HA = HA'+HA"+HA"+HA"" = 0.785 kips HD = HD+HD"+HD"+HD" = -0.030 kips VA = VA+VA'+VA'+VA" 6.423 kips VD = VD'+VD'+VD"+VD'" = 1.499 kips Bending Moment due to Longitudinal Forces on Frame: MBy =(Pz1)(H)I(No. of Frames)= 2.845 k-ft MCy = (Pz2)(H)l(No. of Frames) = 0.467 k-ft Bending Moment of Header at P1 and P2: Lateral Forces Acting To the Right for Worst Condition: Mx @P1= (VA)(a)+(HA)(H)(w)(aA2)I2 = 9.425 k-ft Mx @P2= (VD)(a)(HD)(H)(w)(aA2)I2 = 4.969 k-ft My@P1= (Pz1)(a) = 0.751 k-ft SECTIONAL PROPERTIES OF FRAME: Column: Overall Depth of Channel 10.000 inches Flat Section of Web (d) 9.303 inches Flange Width of Channel(W) 4.000 inches Flat Section of Flange (w) 3.651 inches Number of Flange Stiffeners (1 or 0) 0.000 Overall Stiffener Depth (V) 0.000 inches Flat Section of Stiffener (v) 0.000 inch Inside Radius® 0.174 inch Outside Radius (R) 0.349 inch esigr Matena Thickness (t) 0 174 inch Width of Tube (T) 8.000 inches Momemt of Inertia of Tube (lxx) 91.542 in.14 Section Modulus of Tube (Sxx) 18.308 in.A3 Moment of Inertia of Tube (lyy) 65.188 in.A4 Section Modulus of Tube (Syy) 16.297 in.A3 Radius of Gyration of Tube (rxx) 3.881 inches Radius of Gyration of Tube (ryy) 3.275 inches Area of Tube (A) 6.078 in.A2 Weight of Tube (wt.) 20.683 lbs./ft Print Date: 10/20/2021 Page 3 of 12 Support Frame 10.000 8.000 0.174 118.922 in.A4 23.784 in.3 84.558 in.A4 21.139 in.A3 27.275 lbs/ft. 60.000 ksi 25.109 ksi Header: Tubular Header Dim (H x W x thk.) Moment of Inertia of Tube (lxx) Section Modulus of Tube (Sxx) Moment of Inertia of Header (Iyy) Section Modulus of Header (Sn) Weight of Header LOAD CAPACITY DETERMINATION: MatI ASTM A36, Fy = 36.000 ksi, Fu Fe = 29.749 ksi E = 29500.00 ksi. Fn = Min Overall Lip Depth as an Edge Stiffener = 1.052w Slenderness Factor (Ld)= (-------- of Flange (k)TM,'z (t) For Sect Property, use Effect Fig Width 1.052 d Slenderness Factor (Ld)= (---- of Web (k)% (t) For Sect Property, use Effect Web Width = Total Web Area = (d)(t) = Effective Web (b) =d = Negative Web = d - b = Negative Area = (d-b)(t) = Net Efftive Area = Use Full Column Properties: Ae (Effective Column Area) = lxxe = Sxxe = Iyye = Syye = Q =An/A= rxxe = ryye = K (Effective Length Factor) = Kl/rxxe = Kl/ryye = Limit for Unsupported Span of the Header: (W)(.086)(E) 13 Not App Fn (.)M/2 = Not App E 6.959 Fn )A1/z = Not App E 7.567 1.582 Sq. In. 7.567 In. 1.736 In. 0.303 Sq. In. 1.279 Sq. In. 7.370 Sq. In. 88.495 lri.'4 17.699 ln.3 55.918 ln.A4 13.979 ln/'3 1.213 3.465 In. 2.754 In. 1.500 93.504 117.629 --------- = 46.981 Ft = > CS OK Fy Print Date: 10/20/2021 Page 4 of 12 Support Frame CHECK FOR COMBINED AXIAL LOADING AND BENDING: (3.141 6)(E)(lby) Pcrx = ----------------------- = 253.895 kips (Kb)2(H)2 (3.1416)A2(E)((lby) Pcry= ------------------------= 180.800 kips (Kb)2(H)2 Check Lateral Forces Acting Towards Left (Governs) ASCE-7 Load Combination #2 = (D+ L) 1 1 1.000 Alpx 1 - (S.F.)(VA)/Pcrx 0.952 VA (.85)(MBx)(12) + = 0.081 + 0.397 = 0.478 <= 1 Pa (Alpx)(Max) OK VA (MBx)(12) + =0.046+0.444 = 0.491 <=1 Pao (Max) OK Check Longitudinal Forces without Lateral Forces: ASCE-7 Load Combination #2 = (D+ L) Use VA= VA' + VA' + VA'" = 6.028 kips Use MBx=MB+ MB1'+ MB1" = -6.790 k-ft 1 1 1 Alpx 1 - (S.F.)(VA)/Pcrx 0.955 1 1 1 Alpy 1 - (S.F.)(VA)/Pcry 0.936 VA (.85)(MBx)(12) (.85)(MBy)(12) --------- + ---- ------ --------- =0.076+0.190+0.103=0.369 <=1 Pa (Alpx)(Max) (Alpy)(May) OK VA (MBx)(12) MBy)(12) + -------------- +---------- =0.043+0.214+0.113=0.370 <=1 Pao (Max) (May) OK Print Date: 10/20/2021 Page 5 of 12 Support Frame Calculate Stresses @ Haunch: MBx fBx @Right = fBy @Left = ----- - -9.261 ksi Sxx MBy fby @ P1 = ------------= 2.095 ksi Syy Bending Stress of Header @ Runway Connection: MP1x MP1Y ---+ ------------= 5.181 ksi <= 22.000 ksi OK Sxx Syy Check Shear at Header due to VA and Torsion: Fv = 0.38t°(5.34EFy)AY2 = 14.400 ksi VA MBy fvt= -----+ + = 1.858+1.224 = 3.082 ksi <=14.400 ksi OK 2wt 2At CHECK FOR SEISMIC FORCES: CBC-2019 3pectra1 Response Accn. Ss = 0.996 g pectral Response Accn. Si = 0.362 g (Ta) Fundamental Period = 0.283 sec Mapped Accn. S'its D = 1.195 g (Fa) Site Coefficient = 1.200 Mapped Accn. SM1 D = 0.7029 (Fv) Site Coefficient = 1.938 Design Accn. SDs D = 0.797 g (R) from Table ASCE 7-16 Table 15.4-1 = 3.50 Design Accn. SD1 D = 0.468 g On from Table ASCE 7-16 Table 15.4-1 = 3.00 Soil Site Class = D (le) Importance Factor ASCE 7-16 Table 1.5-2 = 1.00 ASCE 7-16 (12.8-2) Cs = [(SDs)(le)IRJ = 0.228 Cmnftls ASCE 7-16 (12.8-3) Cs = [(SD1)(le)I(T)(R)] = 0.473 ASCE 7-16 (15.4-2) Cs = E(0.8S1)(Ie)IR] = For Non-B 0.083 FrS1TTh. ,SCE (12.8-1) V Base Shear = (Cs) x (W) = 07.U81-'(w) kips Notes: 1. Load Combination = Dead Load + 75% Live Load + (0.683)E p= 1.300 Lateral effect of Crane live load not included in calculating for seismic force (E) Seismic Forces Act Concurrently per ASCE-7 Load Combination #6 Crane structure to be designed for Non-Building Base Shear but Building Base Shear value used her Check Seismic Forces Acting Towards Left (Governs): ASCE-7 Load Combination #6 = (D+0.750.7E+0.75 U VA (.85)(MBx)(12) + = 0.055 + 0.306 = 0.361 < 1.00 OK Pa (Alpx)(Max) OK VA (MBx)(12) + ---- --------- = 0.036 + 0.346 = 0.382 <= 1.00 Pao (Max) OK Print Date: 10/20/2021 Page 6 of 12 Support Frame Check Seismic Forces Acting Longitudinally: ASCE-7 Load Combination #6 = (D+0.75*0.7E+0.75 LI VA (.85)(MBx)(12) (.85)(MBy)(12) + ----------------------= --- + -------------= 0.059 + 0.142 +0.148 = 0.350 <= 1.00 OK Pa (Alpx)(Max) (Alpy)(May) VA (MBx)(12) (MBy)(12) + ------------ + --------------= 0.034 +0.161 + 0.166 = 0.361 <= 1.00 OK Pao (Max) (May) Check Punching Capacity of Slab: fc (Nominal Concrete Strength) = 2000 psi Minimum Slab Thickness = 6.00 in. (Tc) Effective Concrete Thickness = 4.50 in Fv = Shear Cap of Cone = (2)(.85)(fc')MA = 76 psi Base Plate Thickness = 0.750 inches Effective Base Dimension = 11.5 inches x 9.5 inches Ps (Shear Perimeter of Slab) = 60 in As (Shear Area of Cone) = (Tc)(Ps) = 270 in"2 fc(Shear on Slab) = Va/As 24 psi Slab Shear OK 24ps1 <=76 psi OK Check Bearing Capacity of Soil Under slab: Effective Base Plate Width: Oversize Base PL 22.00 in Effective Base Plate Length: 22.00 in Grout Thickness: 1.25 in Slab Thickness: 6.00 in Effective Bearing Area under Full slab Thickness: 9.25 ft"2 Total load with no Dynamic forces: 6.400 kips Total load with Impact & Lateral forces: 6.801 kips Allowed Soil Pressure Under Slab: 150 psf Actual Soil Bearing: 735 psf Footing Not Required Check Footing Size: Allowed Soil Pressure Under Footing: Per CBC-2019 Table 1806.2 0 psf Footing Width: N/A in Footing Length: N/A in Footing Thickness: N/A in Footing Area: 0 ftA2 Soil Bearing UnderFooting: NOT APP Print Date: 10/20/2021 Page 7 of 12 Support Frame Center/Center Frame cof s 36.667 1.583 - i— 31.000 4.083 Crane Span PLat= 0.815 *---------- "Translation" Track I I I —a' p—.-- Hook Side Approach 18.000 I Px2= 1.301 Px1= 5.626 I'lotes: Unless otherwise noted, All Dimensions are in feet All forces are in tips FRONT ELEVATIOON w = 8.00-inch Column - w = 8.00-inch Header t = 0.188-Colun4 t = O.188-Heade 1.0.00-inch Column 10.00-inch Header V = 0.00-inch. colma, 0.00-inch, Header Frame Section (Inches) Runway Bay Spa = 25.000 26.00 lbs/ft Pz1 = 0.474 kips p Wheel Base= 3.667 jj Pz2 = 0.078 kips No.of Frames = 3.0 SIDE ELEVATION Print Date: 10/20/2021 Page 8 of 12 Support Frame My @ P1 = 0.751 Mx @ P1 = 9.425 Seis = 7.657 MB= 0.549 Seis = 0.749 Mx @ P2 = 4.969 C MC= -14.130 Seis = -10.997 Px1 = 5.626 Px2 =1.301 TYPICAL NOTES: Unless noted otherwise 1. All dimensions in feet 2.All forces in tips 3.All Moments in lip-ft CS)- HfLTI-±,'S--r 5/3" kwikholt TZ2 anchors each column base. Shear cap as anchor per ICC-ES report oc ESR-4266. HA= -0.030 1I I' Seis = -0.099 JA D HD= 0.785 Seis = 0.669 VA= 6.000 VD= 2.671 Seis = 4.757 Seis = 2.594 LATERAL FORCES ACTING TO THE RIGHT MB= -14.130 MC= 0.549 HA= 0.785 IA D HD= -0.030 Pt 1• VA= 6.801 VD= 1.871 LATERAL FORCES ACTING TO THE LEFT Print Date: 10/20/2021 Page 9 of 12 Support Frame ,7Er 7 Connections: Runway to Header: Weld H ZIii[Ei IIiI 9.75 12.250 (4) 5/8" dia Grade 5 Bolt (2) 5/8' dia Grade 5 Bolt 3/4" dianjunlionfiAW with Hex Nuts with Hex Nuts IL. IL. ..ltJ. and Lockwashers and Lockwashers or use A325 bolts W/ Hex Nut Use 8 Bolts For HSS10x8 Runway to Header: Bolt Tension from Direct Load / 4 bolts= 1.407 kips Bolt Tension from Long Moment Load / 2 bolts= 1.751 kips Total Bolt Load = 3.157 kips Increase for Prying Action (say) = 40% 4.420 kips Allowed bolt ten for 5/8' dia grade 5 = 13.806 kips OK Load Cap 3116" Fillet Weld x 3" Long (E70XX) = 8.351 kips OK Bolt double shear from direct load /2 bolts= 1.407 kips Bolt double shear from long moment Load / 1 bolt = 2.787 kips Total Bolt Load = 4.194 kips Allowed bolt double shear for 5/8' dia grade 5N = 12.517 kips OK Print Date: 10/20/2021 Page 10 of 12 Support Frame Haunch Connection: - ..--- 1.214 14.125 12.91 1F (diagonal dimension 3/4' dia Grade 5 MB with 0.630 8.370 Hex Nut and Lockwoahcr or use A325 bolts wi Hex NO 9.00 (4) Bolts are Ok per calculatic But Use 8 Bolts For HSS10xl Top Compression Area = 9.395 inA2 Bolt Size= 3/4 in. Tensile Area (total) = 0.884 inA2 Tensile Area to N.A. = 12.911 in Compression Area to N.A. = 1.214 in AdA2= 161.137 in Side Compression Area = 11.744 inA2 Tensile Area to N.A. = 8.370 in Compression Area to N.A. = 0.630 in AdA2 = 66.56 inA4 3 BM at haunch from DW and service loads 14.130 k-ft BM at haunch from dead weight 3.200 BM at haunch from seismic 5.873 BM at haunch from Gravity Loads+coSeis (AS1F1.00' 20.81 k-ft, Governs Bolt Grade (A325 or Grade 5) A325-X 120.00 ksi Bolt Shear Allowed for A325-X 15.00 kips Bolts Stress Allowed per Table I-A = 0.33Fu = 56.50 ksi Tensile Limit w/ shear (Table J3.3) = 56.21 ksi Bolt Stress set limit to = 56.21 ksi Bolt Tension Allowed for service loads= 0.33(Fu)(At) = 24.83 kips Bolt Tension allowed withoutany increase factor = 24.83 kips Bolt Tension from DW and Service Loads = 6.00 kips Bolt Tension from DW and Seismic = &.84 kips Increase for Prying Action, (say) = 40.00% Bolt Tension from DW and Service Loads with P.A.= 8.40 kips, OK Bolt Tension from DW and Seismic with P.A. = 12.3& kips, OK Bolt Shear Across Diagonal per Bolt= 1.20 kips, OK Print Date: 10/20/2021 Page 11 of 12 Support Frame Haunch diagonal Plates: Plate Fy = 36.000 ksi Plate bending allowed for service laods = 0.75Fy = 27.000 ksi Plate bending allowed for seismi = 0.75Fy (1.00)= 27.000 ksi Effective width, say = 6.00 in Plate Thickness = 1/2 in fb of plate fromDW+ service loads = 4.659 ksi, OK fb of plate from DW+ 00(seismic) = 6.909 ksi, OK 0.625 Print Date: 10/20/2021 Page 12 of 12 Support Frame "CV-TRANSTATION" SELF SUPPORTING OVERHEAD CRANE SYSTEM CUSTOMER: Hoiueb Ters Ituc. Designed By: 1ayan Pates PROJECT: E amirAa (Sem #1) ADDRESS: 14 Keftg AveCCA-9233 JOB NO: 42T&I5 Check offset Frame For Maximum Header Stress (Load at 4-1 Offset) ITEM: 4UITXfti lUtis Caiae CV Tiatm (Sus e based on 2919 CBC andASCE 7-1 NOTES: Capacity (LL) 4000.000 Lbs Crane Weight(CW) 1120.000 Lbs Hoist and Trolley Weight (HT) 400.000 Lbs Impact 10.000 % Crane Span(CS) 31.000 Ft Left Support to Load P1 (al) 4.083 Ft Right Support to Load P1(bl) 32.583 Ft Left Support to Load P2 (a2) 35.083 Ft Right Support to Load P2 (b2) 1.583 Ft. Frame Center/Center Width (L) 36.667 Ft. Floor to Top of Header Tube 18.417 Ft. Floor to Center of Header (H) 18.000 Ft Hook Side Approach 6.625 In. End Truck Wheel Base 3667 Ft Maximum Bay Spacing 25.000 Ft Number of Supporting Frames 3.0 Runway Beam Weight 26.000 Lbs/Ft Overall Leright of runway 53.000 Ft. Header Weight (w) 27.275 Lbs/Ft Column Section Tube Header Section Tube Ratio h/Ic (Default = 1) 1.299 VERTICAL FORCES AT LOADED END: ____ Wheel Load without Impact(WLx1') 2441. ips Wheel Load with Impact (WLx1) 2.685[kips VERTICAL FORCES AT OPPOSITE END: Wheel Load without Impact (WLx2') G.ajq ips Wheel Load with Impact (WLx2) 4t.413 OT.351 kips HORIZONTAL FORCES: Lateral Wheel Load = (20% of Live Load and Hoist-Trolley Equally Distributed Over Wheels) WLy = .2(LL + HT) = 0.880 kips Total WLy = .2(LL + HT)/4 = 1Th4t414 c.220jips per wheel LONGITUDINAL FORCES: ____ At Loaded End: 10% (WLx1) 0.488 IKIPS At Opposite End: 10% E (WLx2) .74194 9.064 ]Kips DEVELOPED LOADS ON FRAME: Vertical Load Px1 5.626 kips Vertical Load Px2 1.301 kips Lateral Load Plat 0.815 kips Longitudinal Load Pz1 0.437 kips Longitudinal Load P72 0.115 kips Print Date: 10/20/2021 Pagel of 12 Support Frame CALCULATE MAXIMUM BENDING MOMENTS AT HAUNCH Frame Type No. 39: k=(Ih/Ic)(H/L)= 0.638 (Ref: Kleinlogel) N = 4.275 Case I: Dead Weight of Header WL2 MB'=MC' = - _________ = -2.144 k-ft 4N -MC' HA'=HD' = = ________ = 0.119 kips H WL VA'=VD' = (___) = 0.500 kips 2 Case II: Vertical Load (Px1) at Left: (3)(Px1 )(a)(b) MB"=MC" = - ____________ = -7.162 k-ft. 2NL -MB" HA"=HD" = ________ = 0.398 kips H (Px1)(b) VA" = ________ = 4.999 kips L VD" = Px1 - VA" = 0.627 kips Case III: Vertical Load (Px2) at Right: (3)(Px2)(a)(b) MB"=MC" = - ___________ = -0.691 k-ft. 2NL -MB" HA =HD = _________ = 0.038 kips H (Px2)(a) VA" = __________ = 0.056 kips L VD" = Px2 - VA" = 1.245 kips Case IV: Lateral Loads: Lateral Forces Acting to the Right: MB "= -MC "= (PLat)(H)/2 = 7.339 k-ft HA "= -HD "= -(PLat)/2 = -0.408 kips (PLat)(H) VA" = -VD = - _________ = -0.400 kips L Print Date: 10/20/2021 Page 2 of 12 Support Frame Lateral Forces Acting to the Left MB"= -MC '"= ----------------------------------- -7.339 k-ft HA'"= -HD '"= -------------------------------------------------- 0.408 kips VA""=-VD""= ----------------- ------------------ ---- 0.400 kips SUMMATION OF MOMENTS AND FORCES: Lateral Forces Acting to the Right: MB = MB+MB°+MB'"+MB"" = -2.659 k-ft MC = MC'+MC"+MC"+MC"' -17.337 k-ft HA = HA+HA+HA"+HA"" = 0.148 kips HO = HD+HD'+HD"+HD"" = 0.963 kips VA = VA'-1-VA"+VA"+VA"" = 5.155 kips VD = VD+VD"+VD"+VD'" = 2.771 kips Lateral Forces Acting to the Left: MB = MB'+MB'+MB"+MB"" = -17.337 k-ft MC = MC+MC"+MC+MC"" = -2.659 k-ft HA = HA'+HA'+HA"+HA°' = 0.963 kips HO = HD'+HD'+HD"'+HD"" = 0.148 kips VA = VA'+VA"+VA"'+VA"" = 5.956 kips VD = VD'+VO"+VD"+VD"' = 1.971 kips Bending Moment due to Longitudinal Forces on Frame: MBy = (Pz1)(H)/(NJo. of Frames) = 2.619 k-ft MCy = (Pz2)(H)/(No. of Frames) = 0.693 k-ft Bending Moment of Header at P1 and P2: Lateral Forces Acting To the Right for Worst Condition: Mx @P1= (VA)(a)+(HA)(H)(w)(aA2)I2 = 18.165 k-ft Mx @P2= (VD)(a)(HD)(H)(w)(aA2)I2 = 12.983 k-ft My@P1= (Pz1)(a) = 1.783 k-ft SECTIONAL PROPERTIES OF FRAME: Column: Overall Depth of Channel 10.000 inches Flat Section of Web (d) 9.303 inches Flange Width of Channel(W) 4.000 inches Flat Section of Flange (w) 3.651 inches Number of Flange Stiffeners (1 or 0) 0.000 Overall Stiffener Depth (V) 0.000 inches Flat Section of Stiffener (v) 0.000 inch Inside Radius® 0.174 inch Outside Radius (R) 0.349 inch Desiga Maitenfal Thicknes (t) 0T174 inch Width of Tube (T) 8.000 inches Momemt of Inertia of Tube (lxx) 91.542 in.A4 Section Modulus of Tube (Sxx) 18.308 in.A3 Moment of Inertia of Tube (lyy) 65.188 in."4 Section Modulus of Tube (Sn) 16.297 in.A3 Radius of Gyration of Tube (rxx) 3.881 inches Radius of Gyration of Tube (ryy) 3.275 inches Area of Tube (A) 6.078 in.A2 Weight of Tube (wt.) 20.683 lbs/ft Print Date: 10/20/2021 Page 3 of 12 Support Frame Header: Tubular Header Dim (H x W x thk.) Moment of Inertia of Tube (lxx) Section Modulus of Tube (Sxx) Moment of Inertia of Header (lyy) Section Modulus of Header (Syy) Weight of Header LOAD CAPACITY DETERMINATION: MatI ASTM A36, Fy = 36.000 ksi, Fu = Fe = 29.749 ksi E = 29500.00 ksi, Fn = Min Overall Lip Depth as an Edge Stiffener = 1.052 w Fn Slenderness Factor (Ld)= (-------- )Ay2 = of Flange (k)/z (t) E For Sect Property, use Effect FIg Width = 1.052d Fn Slenderness Factor (Ld)= (-------) of Web (k)TM,'2 (t) E For Sect Property, use Effect Web Width = Total Web Area = (d)(t) = Effective Web (b) =d = Negative Web = d - b = Negative Area = (d-b)(t) = Net Efftive Area = Use Full Column Properties: Ae (Effective Column Area) = Ixxe = Sxxe = lyye = Syye = Q =AnIA= rxxe = ryye K (Effective Length Factor) = Kl/rxxe = Kllnjye = Limit for Unsupported Span of the Header: (W)(.086)(E) 60.000 ksi 25.109 ksi Not App Not App 6.959 Not App 7.567 1.582 Sq. In. 7.567 In. 1.736 In. 0.303 Sq. In. 1.279 Sq. In. 7.370 Sq. In. 88.495 In .M 17.699 In.3 55.918 In.A4 13.979 ln."3 1.213 3.465 In. 2.754 In. 1.500 93.504 117.629 10.000 8.000 0.174 118.922 in.14 23.784 in."3 84.558 in.A4 21.139 in.'3 27.275 lbs/ft. ------= 46.981 Ft = > CS OK Fy Print Date: 10/20/2021 Page 4 of 12 Support Frame CHECK FOR COMBINED AXIAL LOADING AND BENDING: (3.1416)"2(E)(lby) Pcrx = ------------------------= 253.895 kips (Kb)2(H)2 (3.1416)A2(E)((lby) Pcry = ------------------------= 180.800 kips (Kb)2(H)2 Check Lateral Forces Acting Towards Left (Governs) ASCE-7 Load Combination #2 = (D+ L) 1 1 1.000 Alpx 1 - (S.F.)(VA)/Pcrx 0.955 VA (.85)(MBx)(12) + = 0.075 + 0.485 = 0.560 <= 1 Pa (Alpx)(Max) OK VA (MBx)(12) ---------+ ----- - ----- = 0.043 +0.545 = 0.588 <= 1 Pao (Max) OK Check Longitudinal Forces without Lateral Forces: ASCE-7 Load Combination #2 (D+ L) Use VA= VA '+ VA" + VA" = 5.556 kips Use MBx=MB'+ MB1"+ MB1'" = -9.998 k-ft 1 1 1 Alpx 1 - (S.F.)(VA)fPcrx 0.958 1 1 1 Alpy 1 - (S.F.)(VA)IPcry 0.941 VA (.85)(MBx)(12) (.85)(MBy)(12) --------- + -----------------= 0.070+0.279+0.094=0.443 <=1 Pa (Alpx)(Max) (Alpy)(May) OK VA (MBx)(12) MBy)(12) ------ +------------=0.040+0.314+0.104=0.459 <=1 Pao (Max) (May) OK Print Date: 10/20/2021 Page 5 of 12 Support Frame Calculate Stresses @ Haunch: MBx fBx @Right = fBy @Left = ------------ = -11.363 ksi Sxx MBy thy © P1 = ----------- = 1.929 ksi Syy Bending Stress of Header @ Runway Connection: MP1x MP1Y fPix = ----------- + -----------= 10.177 ksi <= 22.000 ksi OK Sxx Syy Check Shear at Header due to VA and Torsion: Fv = 0.38t°(5.34EFy)MA = 14.400 ksi VA MBy fvt= ------------+ + --------= 1.712 + 1.127 = 2.839 ksi <=14400 ksi OK 2wt 2At CHECK FOR SEISMIC FORCES: CBC-2019 Spectral Response Accn. Ss = 0.996 g Spectral Response Accn. Si = 0.362 g (Ta) Fundamental Period = 0.283 sec Mapped Accn. SMs D = 1.195 g (Fa) Site Coefficient = 1.200 Mapped Accn. SM1 D = 0.702 g (Fv) Site Coefficient = 1.938 Design Accn. SDs D = 0.797 g (R) from Table ASCE 7-16 Table 15.4-1 = 3.50 Design Accn. SD1 D = 0.468 g Oo from Table ASCE 7-l6 Table l5.4.1= 3.00 Soil Site Class = D (le) importance Factor ASCE 7-16 Table 1.5-2 = 1.00 ASCE 7-16 (12.8-2) Cs = [(SDs)(Ie)/RI = 0.228 Cmnftls ASCE 7-16 (12.8-3) Cs = [(SD1)(le)1(T)(R)] = 0.473 ASCE 7-16 (15.4-2) Cs = [(0.8S1)(Ie)IR] = For Non-B 0.083 F=S1l SCE (12.8-1) V Base Shear = (Cs) x (W) 0.228 (W) kips Notes: 1. Load Combination = Dead Load + 75% Live Load + (0.683)E p = 1.300 Lateral effect of Crane live load not included in calculating for seismic force (E) Seismic Forces Act Concurrently per ASCE-7 Load Combination #6 Crane structure to be designed for Non-Building Base Shear but Building Base Shear value used her Check Seismic Forces Acting Towards Left (Governs): ASCE-7 Load Combination #6 = (D+0.75*0.7E+0.75 L) VA (.85)(MBx)(12) + = 0.053 + 0.420 = 0.473 <= 1.00 OK Pa (Alpx)(Max) OK VA (MBx)(12) + -- ----- ---- = 0.035 + 0.477 = 0.511 < 1.00 Pao (Max) OK Print Date: 10/20/2021 Page 6 of 12 Support Frame Check Seismic Forces Acting Longitudinally: ASCE-7 Load Combination #6 = (D+0.750.7E+0.75 L) VA (.85)(MBx)(12) (.85)(MBy)(12) + ----------------------= --- + -------------=0.057+0.257+0.148=0.462 <= 1.00 OK Pa (Alpx)(Max) (Alpy)(May) VA (MBx)(12) (MBy)(12) - ------------ - -------------- =0.032+0.292+0.166 =0.490 -1.00 OK Pao (Max) (May) Check Punching Capacity of Slab: fc' (Nominal Concrete Strength) = 2000 psi Minimum Slab Thickness = 6.00 in. '(Tc) Effective Concrete Thickness = 4.50 in Fv = Shear Cap of Cone = (2)(.85)(fc)M/z 76 psi Base Plate Thickness = 0.750 inches Effective Base Dimension = 11.5 inches x 9.5 inches Ps (Shear Perimeter of Slab) = 60 in As (Shear Area of Cone) = (Tc)(Ps) = 270 inA2 fc(Shear on Slab) = Va/As 22 psi Slab Shear OK 22p5i <=76 psi OK Check Bearing Capacity of Soil Under slab: Effective Base Plate Width: Oversize Base PL 22.00 in Effective Base Plate Length: 22.00 in Grout Thickness: 1.25 in Slab Thickness: 6.00 in Effective Bearing Area under Full slab Thickness: 9.25 ftA2 Total load with no Dynamic forces: 5.928 kips Total load with Impact & Lateral forces: 6.328 kips Allowed Soil Pressure Under Slab: 750psf Actual Soil Bearing: 684 psf Footing Not Required Check Footing Size: Allowed Soil Pressure Under Footing: Per CBC-2019 Table 1806.2 0 psf Footing Width: N/A in Footing Length: N/A in Footing Thickness: N/A in Footing Area: 0 ftA2 Soil Bearing UnderFooting: NOT APP Print Date: 10/20/2021 Page 7 of 12 Support Frame Center/Center Frame col's 36.667 4.083 - - 31.000 1.583 Crane Span PLat = 0.815 S _ Crane "Transtation" Track I Hook Side Approach I 4 18.000 Px2= 1.301 Px1= 5.626 Notes: Unless otherwise noted, All Dimensions are in feet All Forces are in kips FRONT ELEVATIOON -- w = 8.00-inch Column - w = 8.00-inch Header t = 0.188-Colum t = 0.188.-Heade 10.00,-inch Column 10.00-inch Header V = 0.00-inch Column: 0.00-inch- Header Frame Section (Inches) Runway Bay Spa = 25.000 26.00 lbs/ft WheelLse= 3.667 SIDE ELEVATION Pz1 = 0.437 kips Pz2= 0.115 kips No.of Frames = 3.0 Print Date: 10/20/2021 Page 8 of 12 Support Frame My@P1= 1.783 Mx@P1= 18.165 Mx@P2= 12.983 Seis = 13.414 MB= -2.659 Seis = -3.408 I I Px1 = 5.626 Px2 =1.301 TYPICAL MOTES: Unless noted otherwise, 1. All dimensions in feet ?.All forces in kips 3.All Moments in tip-ft MC= -17.337 Seis = -15.154 5)- HILTL-,-----r I/a twiklolt TZ2 anchors each column base. Shear cap ea anchor per ICC-ES report or ESR-4266. HA= 0.148 I I Seis = 0.131 A D HD= 0.963 Seis = 0.900 VA= 5.528 VD= 3.144 Seis = 4.548 Seis = 2.803 LATERAL FORCES ACTING TO THE RIGHT MB= -17.337 MC= -2.659 HA= 0.963 It I VA= 6.328 VD= 2.343 LATERAL FORCES ACTING TO THE LEFT Print Date: 10120/2021 Page 9 of 12 Support Frame (4) 5/8" dia Grade 5 Bolt with Hex Nuts and Lockwashers with Hex Nuts and Lockwashers 3/4" dia or use A325 bolts w! Hex Nul Use 8 Bolts For HSS10x8 Runway to Header: Weld 7-7 Connections: Runway to Header: Bolt Tension from Direct Load / 4 bolts= 1.407 kips Bolt Tension from Long Moment Load /2 bolts= 1.612 kips Total Bolt Load = 3.018 kips Increase for Prying Action (say) = 40% 4.226 kips Allowed bolt ten for 5/8' dia grade 5 = 13.806 kips OK Load Cap 3/16' Fillet Weld x 3" Long (E70)(X) = 8.351 kips OK Bolt double shear from direct load /2 bolts= 1.407 kips Bolt double shear from long moment Load / 1 bolt = 2.566 kips Total Bolt Load = 3.972 kips Allowed bolt double shear for 5/8" dia grade 5N = 12.517 kips OK Print Date: 10/20/2021 Page 10 of 12 Support Frame Haunch Connection: 1.214 12.911 14.125 (diagonal dimension 3/4 dia 0.631 or use A325 bolts w/ Hex Nut (4) Bolts are ok per calculatic But Use 8 Bolts For HSS1OXI inA2 in. in'2 in Top Compression Area = Bolt Size = Tensile Area (total) = Tensile Area to N.A. = 9.395 3/4 0.884 12.911 Compression Area to N.A. = AdA2 = Side Compression Area = Tensile Area to N.A. Compression Area to N.A. = Ad2 = co = BM at haunch from DW and service loads BA at haunch from dead weight BM at haunch from seismic BM at haunch from Gravity Loads+c0Seis (ASIF=1.00 Bolt Grade (A325 or Grade 5) A325-X Bolt Shear Allowed for A325-X Bolts Stress Allowed per Table I-A = 0.33Fu = Tensile Limit w/ shear (Table J3.3) = Bolt Stress set limit to = Bolt Tension Allowed for service loads= 0.33(Fu)(At) = Bolt Tension allowed withoutany increase factor = Bolt Tension from DW and Service Loads = Bolt Tension from DW and Seismic = Increase for Prying Action, (say) = Bolt Tension from DW and Service Loads with P.A.= Bolt Tension from DW and Seismic with P.A. = Bolt Shear Across Diagonal per Bolt= 1.214 in 161.137 mM 11.744 in'2 8.370 in 0.630 in 66.56 in a 17.337 k-ft, Governs 4.674 5.873 22.293 k-ft, Governs 120.00 ksi 15.00 kips 56.50 ksi 56.25 ksi 56.25 ksi 24.85 kips 24.85 kips 7.36 kips 947 'kips 40.00% 10.31 kips, OK 13.26 kips, OK 1.12 kips, OK Print Date: 10/20/2021 Page 11 of 12 Support Frame Haunch diagonal Plates: Plate Fy = 36.000 ksi Plate bending allowed for service laods = 0.75Fy = 27.000 ksi Plate bending allowed for seismi = 0.75Fy (1.00)= 27.000 ksi Effective width, say = 6.00 in Plate Thickness = 1/2 in fb of plate fromDW+ service loads = 5.753 ksi, OK fb of plate from DW+ Q0(seismic) = 7.398 ksi, OK 0.625 10.95 Print Date: 10/20/2021 Page 12 of 12 Support Frame - .95w - - 0.950 2 - = 0.28 OK OK CRANEVEYORgCORP. SHEET NO: 42189AC1 CUSTOMER: Adrjaced Hameycw iTedl3Dges PROJECT: 4000 LbsTaitston Cane System DESIGNED BY: Nayan Patel CV JOB NO.: 421595 DATE: 1011412021 BASE PLATE DESIGN (ASD) CONCENTRIC COMPRESSIVE AXIAL LOAD Column Section: HSSI0X8X3/1& IConcrete Dimensions: d= 10 in Length= I 30 in W= 8 in Width= 30 in LOAD A2= goo in' Pa= kip MATERIAL 15.5 W/L= 1.000 CONCRETE: fc'= [~ksi ksi STEEL PLATE: Fy= MINIMUM AREA OF EASE PLATE REQUIRED _____ i 6.15 n 2 Iv - = 3.431 TRY N = Z2lin 8 = 22 in A1= 484 in2 AI<A2<4A1, CASE RI 0=2.5 For Bearing ._f 448.8 OK On Concrete ft MINIMUM PLATE THICKNESS REQUIRED 625 2 = —095w = 7,20 /=Largest of m, n = 7.20 0 = 1.67 t=1 0.26 in Factor of Safety __________ For Bending ASD USE: t= 3/4lin USE 22 in x 22 in x 0.75 in USE 4 - 5/8 in. 0 Anchor Bolts HILTI KMK8OLT-172 HOLE DIA. 13/16 in w/ ASTM F844 STANDARD WASHER Check plate for washer clearance Check N Dimension: OK Check B Dimension: OK Check Column-Header Knee plate welding HSS 10 x 8 x 3/16 wall Tension component on weld Mc =M +M Serv. Zserv. Yserv. McServ. = 17.337 + 1.783 = 19.12 kip-ft Mc .M .+M SeLs. Z5 Yses. 1/ 8(b) r.d Knee Plate 1/2" thk Mc 5 . = 15.154 + 2,84 HSS 10x8x3/16 / Full = 18.00 kip-ft i\ Pen. Service Load Governs d 2 (14.142)2 Swe_iinear = bd + = (8 X 14.142) + 3 = 179.80 j fl2 For 1/4" weld, Sweld = 179.80 X X .707 = 31.78 in3 fweiä = Mc Seism. = 1912 x 12/3118 = 7.22 ksi Swe(d Shear component on weld Knee plate vertical Load at top of Column = Ra = Column Reaction - Column DW = 6.801 - 20.683x18.0/1000 = 6.43 kips Shear component at knee plate = Va = 6.43 x 0.707 = 4.55 kips Weld area (as a line) A11.1 = 2(b) + 2(d) = 2(8) + 2(14.142) = 44.28 [in-in Weld area for 1/4" weld Aw = 44.28 x (0.25 x 0.707) = 7.83 1n2 Stress in weld from shear load fweid = 4.55/ 7.83 = 0.581 ksi Summing the stresses is used here instead of the sq. rt. of the sum of the sq's fweld-tension + fweld-shear = 7.22 + 0.581 = 7.801 ksi < 21.0 ksi (Fweld) OK / 21.0 ksi (Fwetd = 0.3 x 70ksi) Recommend using %" weld s CRANEVEYO CORP. l I 421895-AC2 REV 1524 N. POTRERO AVE., 30. EL MONTE, CA 91733 CHECKED BY: 4000 # CV Transtation Al DATE: 10-18-2021 Phone: (626) 442-1524 Fox: (626) 442-7308 Check Column Anchor Bolts for Factored Loads Max. Column Reaction (DL) = 2.47 kips Base Shear = V = 0.228 (W) = 0.228 x 2.47 = 0.563 kips Both Horizontal & Vertical Effects for Seismic on Anchors Horizontal Seismic Load Effect Eh & Vertical Seismic Load Effect Ev Eh = p QE for Horizontal Seismic Force (ASCE 7-16 EQ: 12.4-3) Ev = 0.2 x SDS x DL (ASCE 7-16 E0: 12.4-4a) SD = 0.797 (from pg 1 of 1 of the Seismic Data Sheet) p = 1.3 Redundancy Factor (ASCE 7-16 Section 12.3.4.2 for SDC Category D) Horizontal Seismic Force Eh = (1.3)(0.228)(2.47) = 0.732 kips Vertical Seismic Force Ev = (0.2)(0.797)(2.47) = 0.394 kips Input following loads in "Hilti" Profis Anchor Bolt calculator program to check Anchor Bolts Factored Loads for Hilti Anchor Bolts Tension Load Nu = 1.2 (DL) ± 1.0 (E j + 0.5 (LL) = (1.2)(2.47) ± (1.0)(0.394) + 0.5 (6.801 - 2.47) kips = 5.523 kips or 4.735 kips = 4,735 Lbs Downward (So there is no up-lift) or Nu = 1.2 (DL) + 1.6 (LL) = 1.2 (2.47) + 1.6 (6.801 - 2.47) = 9.894 kips = 9,894 Lbs Shear Load Vux = 1.2 (DL) + 1.0 (Eh) + 0.5(LL) = 1.2 (0.248) + 1.0 (0.732) + 0.5 (0.963 - 0.248) = 1.387 kips = 1,387 Lbs or Vux = 1.2 (DL) + 1.6 (LL) = 1.2 (0.248) + 1.6 (0.963 - 0.248) = 1.442 kips = 1,442 Lbs Lateral Shear Load Vuy = 1.2 (DL) + 1.0 (Eh) + 0.5(LL) = 1.2 (0.097/1) + 1.0 (0.732/1) + 0.5 (0.474 - 0.097)/i = 1.037 kips = 1,037 Lbs Longitudinal or Vuy = 1.2 (DL) + 1.6 (LL) = 1.2 (0.097/1) + 1.6 (0.474 - 0.097)/i = 0.720 kips = 720 Lbs CRANEVEYOR CORP. DRAWN BY. N.c.PATEL I 421895-AC3 I REV I Phone: (625) 442-1524 Fox: (626) 442-7305 DATE: 10-18-2021 1524 N. POTRERO AVE., SO. EL MONTE. CA 91733 CHECKED BY: 4000 # CV Transtation i A I ILIIlmj: I Hifti PROFS Engineering 3.1.1 www.hiltLcoi Company: CraneVeyor Corp. Page: 1 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 1 626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/20/2021 Fastening point: Specifier's comments: I Anchor Design 1.1 Input ftta Anchor type and diameter: Kwik 3ot 1Z2 - CS 5/ 4) hsoono3 goo Item number: 2210273 KB-TZ2 518x6 Effective embedment depth: heta = 4.000 in., h,øm = 4.500 in. Material: Carbon Steel Evaluation Service Report: ESR-4266 Issued I Valid: 3/1/20211 12/1/2021 Proof: Design Method ACI 318-19 / Mech Stand-off installation: e = 0.000 in. (no stand-off); t = 0.750 in. Anchor pIatecM: I, x ly x t = 22.000 in. x 22.000 in. x 0.750 in.; Profile: Rectangular HSS (AISC), HSS1OX8X.1875; (Lx W x T) = 10.000 in. x 8.000 in. x 0.188 in. Base material: cracked concrete, 2500, f5'= 2,500 psi; h = 6.000 in. staIbtion: hammer cfritd hofe, Iflstaltatior condition. Dry Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar CBFEM - The anchor calculation is based on a component-based Finite Element Method (CBFEM) Geometry [in & Loadin', tipr Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003.2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan ii tLHrLsiifl HiIi PROFIS Engineering 3.1i www.hHti.com Company: CrarieVeyor Corp. Page: 2 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/20/2021 Fastening point: 1.1.1 Design results Case Description Forces (kip] / Moments [ft.kip] Seismic Max. Util. Anchor [%} 1 Combination 1 N = -4.735; V = 1.442; V, = 1.037; no 36 Mx = 0.00000; M = 0.00000; M = 0.00000; 1.2 Load case/Resulting ancho, forces Anchor reactions Ilkipj Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force 1 0.031 0.447 0.362 0.263 2 0.031 0.440 0.359 0.254 3 0.029 0.439 0.357 0.256 4 0.028 0.450 0.364 0.265 resulting tension force in (x/y)(_0.131/_0.339): 0.119 [kip] resulting compression force in (xly)=(0.016/-0.023): 4.935 [kip] Anchor forces are calculated based on a component-based Finite Element ffethod (CBFEM) 1.3 Tension, load ALY Comp ession Illox Tension 01 02 Load 1lua [kip} Capacity+ N [kipi Utilization Pp = Nijal$ N status Steel Strength* 0.031 13.157 1 OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Failure— 0.119 16.378 1 OK * highest loaded anchor **anchor group (anchors in tension) Input data and results must be checked for conformity with the existing conditions and for plausibility! PlOFl5 Engineering (c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan IL Ii I ru-ui __ - Hilti PROFIS Engineering 3.1.1 www.hilti.com Company: CraneVeyor Corp. Page: 3 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 1626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/2012021 Fastening point: 1.3.1 Steel Strength N3 = ESR value refer to ICC-ES ESR-4266 4 Nsa > N 3 ACt 318-19 Table 17.52 Variables AseN [1r 21 f., [ksi] 0.16 106.704 Calculations Nsa [kip] 17.542 Results Nsa [kip] steel 4t Nsa [kip] N [kipj 17.542 0.750 13.157 0.031 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan IIVLJ[ji -Hitti PROFIS Engineering 3.1.1 www.hilti.com Company: CraneVeyor Corp. Page: 4 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 1 626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/20/2021 Fastening point: 1.3.2 Concrete Breakout Failure Ncbg ANc0 = ()Y eoN Wed,N W0N Wcp.N Nb 0 Ncbg ?~ Nua ANC see AC! 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANcO =9h!f (1+1 = 2eN) —<1.0 WedN =0.7+03(.5-00!L)<1.O 1.5h ef N = MAX(.000. iot) , 1.0 Cac Gas Nb a Variables AC! 318-19 Eq. (17.6.2.1b) AC! 318-19 Table 17.5.2 AC! 318-19 Eq. (17.6.2.1.4) AC! 313-19 Eq. (17.6.2.3.1) AC! 318-19 Eq. (17.6.2.4.1b) AC! 318-19 Eq. (17.6.2.6.1 b) AC! 318-19 Eq. (17.6.2.2.1) het [in.] eCIM [in.] e 24 [in] Gamin [in.] 'V c.N 4.000 0.131 0.339 6.000 1.000 ,ac [in.] k. a f5 [psi] 8.750 17 1.000 2.500 Calculations 2 AN [in.2.. AN [in. I 'V ecl,N 'Ve02N 'Ved.N 'Vcp,N No [kip] 576.00 144.00 0.979 0.947 1.000 1.000 6.800 Results [kip] concrete II Ncbg [ktPl Nsa [kip] 25.196 0.650 16.378 0.119 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2021 Hilti AG, FL-9494 5chaan -lilti is a registered Trademark of Hilti AG, Schaan 4 - Hilt! PROFIS Engineering 31.1 www.hilti.com Company: CraneVeyor Corp. Page: 5 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 1626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/2012021 Fastening point: 1.4 Shear load Load Vua [kip] Capacity * V [kip] Utilization FV= VJ+ V, Status Steel Strength 0.450 6.668 7 OK Steel failure (with lever arm)* N/A NIA N/A N/A PryoutStrength** 1.776 38.080 5 OK Concrete edge failure in direction y+ 1.776 5.053 36 01< * highest loaded anchor **anchor group (relevant anchors) 1.41 Steel Strength = ESR value refer to ICC-ES ESR-4266 ' '15t5e1 2:Vua ACl 318-19 Table 17.5.2 Variables [in 2 f [ksrl 0.16 106.704 Calculations V. [kip] 19.259 Results V [kip] 0 steel 'c [kip] V [kip] 10.259 0.650 6.668 0.450 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 iL IInxij -Hilti PROMS Engineering 3.1.1 www.hiltLcam Company: Address: Phone I Fax: Design: Fastening point: CraneVeyor Corp. Page: 1524 North Potrero Ave Specifier: 626-442-1524 626-442-7520 E-Mail: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 6 Nayan Patel npatel@craneveyor.com 10/20/2021 1.4.2 Pryout Strength V5pg = k W ec,N W.d,N 'V5N Wcp,N Nb ] 4 V ~:Vua AN. see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANCO =9hf =(1~e)<1.0 3 h WedN =0.7+0.3(L) 1.0 '4' cp.N = MAX( , < 1.0 Nb —k5 Variables ACI 318-19 Eq. (17.7.3.1b) ACt 318-19 Table 17.5.2 ACI 318-19 Eq. (17.6.2.1.4) ACI 318-19 Eq. (17.6.2.3.1) ACI 318-19 Eq. (17.6.2.4.1b) ACI 318-19 Eq. (17.6.2.6.1 b) ACI 318-19 Eq. (17.6.2.2.1) kcp h [in.1 e5 [in.] e5 [in-] Came Em.] 2 4.000 0.000 0.000 6.000 C Emn.1 k0 X a l'cr [Psi] 1.000 8.750 17 1.000 2,500 Calculations ANC [Ii. AN '4ec1,M '4'ec2,N '4ed.N 'Vcp,N Nb [kip] 576.00 144.00 1.000 1.000 1.000 1.000 6.800 Results V [kip] 4' concrete 4) V [kip] Vua EP1 54.400 0.700 39.080 1.776 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2021 Hilti AG, FL-9494 Sclnaan Hilti is a registered Trademark of Hilti AG, Schaan 6 IIH'Lr-1J1 Hiti PROMS Engineering 31.1 www.hilti.com Company: CraneVeyor Corp. Page: Address: 1524 North Potrero Ave Specifier: Phone I Fax: 626-442-1524 1 626-442-7520 E-Mail: Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: Fastening point: 7 Nayan Patel rtpatelcraneveyor.com 10/20/2021 1.4.3 Concrete edge failure in direction y+ Vcbg = () WeV ed,V Vc.V Wh,V Vparaii&,v" ACI 318-19 Eq. (17.7.2.lb) 4) V 13 2:Vua ACI 318-19 Table 17.5.2 A 0 see ACI 318-19, Section 17.7.2.1, Fig. R 17.7.2.1(b) Av,=4.5c 1 ACI 318-19 Eq. (17.7.2.1.3) = (1 <1.0 ACI 318-19 Eq. (17.7.2.3.1) ' 1.5c 1I et.v = 0.7 + o.3(L) ~ 1.0 ACI 318-19 Eq. (17.7.2.4.1 b) = ~!1.0 ha ACI 313-19 Eq. (17.7.2.6.1) Vb = (7 () a) a Cal ACI 318-19 Eq. (17.7.2.2.1a) Variables Cal [in.] C.2 [in.] e0 [in.] IV c,V h5 [in.] 6.000 6.000 0.001 1.000 6.000 l [in.] a da [inS.] f0 [psi] W paraiiei,v 4.000 1.000 0.625 2,500 1.000 Cakufations A 0 [jn.2]AV, [in.] W ec.V 1'ed.V Wh,V Vb [kip] 180.00 162.00 1.000 0.000 1.225 5.895 Results Vcb, [kip] 4 concrete 4) V 5 [kip] Vua [kip] 7.210 0.700 5.053 1.776 1.5 Combined tension and shear loads, per ACI 318-19 section 17.8 PIN l3v C, Utilizatior N.V 1%1 Stus 0.007 0.351 5f3 18 OK INV = PN + Ov <= 1 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROPIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilt is a registered Trademark of Huh AG, Schaan 7 1LHHujJ HiIti PROFIS Engineering 31.1 www.hilti.com Company: CraneVeyor Corp. Page: 8 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 1 626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/20/2021 Fastening point: 1.6 Warnings The anchor design methods in PROFIS Engineering require rigid anchor plates as 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 Engineering calculates the minimum required anchor plate thickness with CBFEM 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 Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Refer to the manufacturer's product literature for cleaning and installation instructions. For additional information about ACI 318 strength design provisions, please go to https:I/submittals.us.hilti.com/PROFlSAnchorDesignGuide/ Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPh). Reference ACI 318-19, Section 26.7. The anchor design methods in PROFIS Engineering require rigid anchor plates, as per current regulations (AS 5216:2018, ETAG 001/Annex C, EOTA TR029 etc.). This means that the anchor plate should be sufficiently rigid to prevent load re-distribution to the anchors due to elastic/plastic displacements. The user accepts that the anchor plate is considered close to rigid by engineering judgment." Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan l a:ai LTU - Hltti PROMS Engineering 3.1.1 www.hilti.com Company: CraneVeyor Corp. Page: 9 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 1626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 1012012021 Fastening point: 1.7 Installation data Profile: Rectangular HSS (AlSC), HSS10X8X.1875; (Lx VV x T),= 10.000 in. x 8.000 in. x 0.188 in. Hole diameter in the fixture: df = 0.687 in. Plate thickness (input): 0.750 in. Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Anchor type and diameter: Kwik Bolt TZ2 - CS 518 (4) hnom3 Item number: 2210273 KB-TZ2 518x6 Maximum installation torque: 0.04012 ft.kip Hole diameter in the base material: 0.625 in. Hole depth in the base material: 4.750 in. Minimum thickness of the base material: 6.000 in. Hilti KB-TZ2 stud anchor with 4.5 in embedment, 518 (4) hnom3, Carbon steel, installation per ESR-4266 1.7.1 Recommended accessories Cleaning Setting Suitable Rotary Hammer Manual blow-out pwnp Torque controlled cordless impact tool Properly sized drill bit • Torque wrench Hammer ( Coordinates Anchor [in.] Anchor x y 1 -9.000 -9.000 6.000 2 9.000 -9.000 24.000 3 -9.000 9.000 6.000 4 9.000 9.000 24.000 C.5 C1 C,11 24.000 6.000 24.000 6.000 6.000 24.000 24.000 24.000 6.000 6.000 24.000 6.000 Input data and results must be checked for conformity with the existing conditions ane for plausibility! PROFIS Engineering (c ) 2003-2021 Hilti AG, FL-9494 Schaan Huh is a registered Trademark of Hilti AG. Schaan 9 1LIItLrLrU1 -Hilti PROFIS Engineering 31.1 www.hilticorn Company: CraneVeyor Corp. Page: 10 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 1 626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/20/2021 Fastening point: 2 Anchor plate design 21 Input data Anchor plate: Shape: Rectangular Ix l, x t = 22.000 in x 22.000 in x 0.750 in Calculation: CBFEM Material: ASTM A36; Fy = 36.000 ksi; = 5.00% Anchor type and size: Kwik Bolt 1Z2 - CS 518 (4) hnom3, hef = 4.000 in Anchor stiffness: The anchor is modeled considering stiffness values determined from load' displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. Design method: AISC and LRFD-based design using component-based FEM Stand-off installation: eb = 0.000 in (No stand-off); t = 0.750 in Profile: HSS1OX8X.1875; (Lx W xix FT) = 10.000 in x 8.000 in x 0.188 in x - Material: ASTM A500 Gr.B Rect; F = 46.000 ksi; Elim = 5.00% Eccentricity x: 0.000 in Eccentricity y: 0.000 in Base material: Cracked concrete; 2500; f0 ,1 = 2.500 ksi; h = 6.000 in Welds (profile to anchor plate): Type of redistribution: Plastic Material: E70xx Mesh size: Number of elements on edge: 8 Mm. size of element. 0.394 in Max. size' of element: 1.969 in 2.2 Summary LYescripton Profile Anchor plate Concrete (%I crEd [ksi] Epi [%J GEd [ksi] [%] Hole bearing [%) 1 Combination 1 2.653 0.00 0.837 0.00 1 2.3 Anchor plate classification Results below are displayed for the decisive I'cod combinations.: Combination 1 Anchor tension forces Equivalent rigid anchor plate (CBFEM) Component-based Finite Element Method (CBFEM) anchor plate design Anchor 1 9.000 kip 0.031 kip Anchor 2 0.000 kip 0.031 kip Anchor 3 a000 kip 0.029 kip An'ch'or 4 0.000 kip 0.028 kip' User accepted to consider the selected anchor plate as rigid by his/her, eogieerirtg judgement. This means, the anchor design guidelines can' be applied. 2.4 Profilelstiffeners/Prate Profile and stiffeners' are verified at the level of the steel to concrete connection. The connection design does not replace the steel design for critical cross sections,, which, should be performed outside' of PROFS Engineer/rig. 2.4.1 Equivalent stress and plastic strain Part Load Material f [ksi] Cm °k] aEd [ksi] EPI Status combination Plate Combination 1 ASTM A36 36.000 5.00 0.831 0.00 OK Profile Combination 1 ASTM A500 Gr.B 46.000 5.00 2.953 0.00 OK Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilt! AG, Schaan 10 Hilti PROFIS Engineering 3.1.1 www.hilti.com Company: CraneVeyor Corp Page: 11 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 1626-442-7520 E-Mail: npatelcraneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date 10/20/2021 Fastening ooint: Part Load Material fy Iksi] rtin, %] aEd Eksi] Status combination Rect Profile Combination I ASTM 4500 Gr.B 46.000 Rect Profile Combination 1 ASTM A500 Gr.B 46.000 Rect Profile Combination 1 ASTM A500 Gr.B 46.000 Rect 2.4.1.1 Equivalent stress Results below are displayed for the decisive load combination: 1 - Combination 1 5.00 1,458 0.00 OK 5.00 2.925 0.00 OK 5.00 1421 0.00 OK 46.000 ksi 0.000 ksi input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIs Engineering 2003-2D21 Hilti AG, FL-9494 Schaan Huh is a registered Trademark of Hilti AG. 5chaan z Hilti PROFIS Engineering 3.1.1 ww,hilti.com Company: CraneVeyor Corp Page: Address: 1524 North Potrero Ave Specifier: Phone I Fax: 625-442-1524 626-442-7520 E-Mail: Design: 421895-1 Advanced Honeycomb Concrete -Oct 19, Date. Fastening point 2.4.1.2 Plastic strain Results below are displayed for the decisive load combination: 1 - Combination 1 Nayan Patel npatel©craneveyor.com 10/20/2021 5.00% / 0.00% 2.4.2 Plate hole bearing resistance, AISC 360-16 Section J3 Decisive load combination: 1 - Combination I Equations Rn = min(1.2 I5 t F 2.4 d t F5) (AISC 360-16 J3-63, c) (DR, = 0.75 R0 V Variables I [in] t [in] Anchor 1 2.127 0.750 Anchor 2 3.117 0.750 Anchor3 2.117 0.750 Anchor 4 24,379 0.750 Results F [ksi] 58.000 58.000 58.000 58.000 d[in] 0.625 0.625 0.625 0.625 R [kip] 65.250 65.250 65.250 65.250 V [kip] ØR, (kip] Anchor 1 0.447 48.938 Anchor 2 0.440 48.938 Anchor 3 0.439 48.938 Input data and results must be chocked for conformity with the existing conditions and for olausrbrhty! POFIS Engineering 2003-2021 Hilti AG, FL-0404 Scnaan Hrbi is3 registered Trademark of Hilt! AG. Schaan Utilization 1%] Status OK OK OK 12 - Hilti PROFS Engineering 3.1.1 www.hilti.com Company: CraneVeyor Corp. Page. 13 Address: 1524 North Potrero Ave Specifier: Nayan Patel Phone I Fax: 626-442-1524 626-442-7520 E-Mail: npatel@craneveyor.com Design: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/20/2021 Fastening point V [kip] lRi, [kip] Utilzation %] Status Anchor 4 0.450 48.938 1 OK 2.5 Concrete Decisive load combination: 1 - Combination 1 2.5.1 Compression in concrete under the anchor plate 0.038 ksi [1 0.000 ksi 2.5.2 Concrete block compressive strength resistance check, AISC 360-16 Section J8 Equations F = fp.max A2 A2 fp,max = 0.85 \( A- ~ 1.7 f; 2 N Ai Utilization = Variables N [kip] f [ksi] Al [in] 4.935 2.500 0.65 330.24 Input data and results must us 3hecked for cnformty with the existing nonditrons and for Dl3usibiiItf PROPIs Engineenng : 2003-2021 Hilti AG, FL-9434 Scnaan Hifti is a registered Traderner of Hilti AG, Schaan A2 (1n21 67580 13 [iI1 LfJJ1 __ -Hilti PROFIS Engineering 3.11 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Results Load combination CraneVeyor Corp. Page: 14 1524 North Potrero Ave Specifier: Nayan Patel 626-442-1524 1 626-442-7520 E-fail: npatel@craneveyor.com 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 10/2012021 F [ksi] a IksiJ Utilization [%] Status Combination 1 1.976 0.015 1 OK 2.6 Symbol explanation Al Loaded area of concrete A2 Supporting area d Nominal diameter of the bolt elim Limit plastic strain spi Plastic strain from CBFEM results fc Concrete compressive strength to' Concrete compressive strength Fu Specified minimum tensile strength of the connected material Fp Concrete block design bearing strength fp,max Concrete block design bearing strength maximum fy Yield strength Ic Clear distance, in the direction of the force between the edge of the hole and the edge of the adjacent hole or edge of the material NI Resulting compression force Average stress in concrete Ed Equivalent stress Resistance factor Factored resistance It Thickness of the anchor plate V Resultant of shear forces Vy, Vz in bolt. 2.7 Warnmgs By using the CBFEM calculation' functionality of PROFIS Engineering you may act outside the applicable design codes and your specified anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability and adequacy for your specific jurisdiction and project requirements. The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simplle replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results;. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2021 Hilti AG FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 14 Hilti PROFIS Engineering 3.1.1 wwwhiItLcom Company: Address: Phone I Fax: Design: Fastening point: CraneVeyor Corp. Page: 1524 North Potrero Ave Specifier: 626442-1524 1 626-442-7520 E-Mail: 421895-1 Advanced Honeycomb Concrete - Oct 19, Date: 15 Nayan Patel npatel@craneveyor.com 10/20/2021 3 Summary of results Design of the anchor plate, anchors, welds and other elements are based on CBFEM (component based finite element method) and AISC Load combination Max. utilization Status Anchors Combination 1 36% OK Anchor plate Combination 1 3% OK Concrete Combination 1 1% OK Profile Combination 1 7% OK Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 15 ICC-ES Evaluation Report ESR-4266 Issued December 2020 Revised March 2021 This report is subject to renewal December 2021. www.icc-es.orci I (800) 423-6587 1 (562) 699.0543 A Subsidiary of the International Code Council® DIVISION: 0300 00—CONCRETE Section: 0316 00—Concrete Anchors DIVISION: 0500 00—METALS Section: 0505 19—Post4nstalled Concrete Anchors REPORT HOLDER: HILT!, INC. EVALUATION SUBJECT: HILT! KWIK BOLT TZ2 CARBON AND STAINLESS STEEL ANCHORS IN CRACKED AND UNCRACKED CONCRETE' 1.0 EVALUATION SCOPE Compliance with the following codes: 2021, 218, 2015, and 2.012 International Building Code (IBC) N 2021, 2018, 2015, and 2012 International Residential Code® (IRC) For evalUation for compliance with the National Building Cod'è of Can'ad (lt3CC), see listing report ELC-4266. For evafluation, for compliance with codes adopted by the Los Angeles Department of Building and Safety (LACBS), see ESR-4266 LABC and LARC Suoolement Property evahateiL Structural 2.0 USES The EfUtI Kwi'k Bolt. TZ2 anchor (KB-TZ2) is used as anchorage to resist static, wind, and seismic (Seismic Design Categories A through F) tension and shear Idac's in cracked and un'cracked no'rrnaiweight concrete and lightweight concrete h'avirg a specified compressive strength, . of ZSOO psi: to 8509 psi (172 MP'a to 58.6 Ma)'., Tba 1%-inch-,, 318in'th-' and 1 /inch diameter (6.4 mm, 0.5 mm and 12.7 mm)) carbon steel KB-TZ2 anchors may be installed in the topside of cracked and uncracke'd rrorm'aI weight or sand-lightweight concrete over metal deck having a minirr'urn: member thickness, ftmmdeck, as noted: in Table 9 of this evalUation report and a specified compressive strength, of 3,090 psi to 5,509 psi (20.7 MPa to 58.5 MFa) The 114-in'ch-, 31a-inch-, 11z-1rtch-, /-inch- and 314-inch diameter (0.4 mm, 9.5 mm,. 12.7 mm, 15.9 mm and 19.1 mm) carbon steel KB-TZ2 anchors may be installed in the soffit of cracked and uncracked normal-weight or sand- lightweight concrete over metal deck having a minimum specified compressive strength, f, of 3,000 psi (20.7 MPa). The anchoring system complies with anchors as described in Section 1901.3 of the 2021, 2018 and 2015 IBC, and Section 1909 of the 2012 IBC. The anchoring system is an alternative to cast-in-place anchors described in Section 1908 of the 2012 IBC. The anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 KB-TZ2: KB-T72 anchors are torque-controlled, mechanical expansion anchors. KB-TZ2 anchors consist of a stud (anchor body),, wedge (expansion elements), nut, and washer. The anchor (carbon steel version) is, illustrated in Figure 1. The stud is manufactured from carbon steel or AISI Type 394 or Type 316 stainless steel materials. Carbon steel KB-TZ2 anchors have a minimum 5 pm (0.0002 inch) zincnickel plating. The expansion elements for the carbon steel KB-TZZ anchors are fabricated from carbon steel. The expansion elements for the stainless steel KB-TZ2 anchors are fabricated from stainless steel. The hex nut for carbon steel confocrnsto ASirM A563-94, Grade A, and the: hex nut for stainless steel conforms to ASTM F594. The anchor body is comprised of a high-strength rod threaded: at one, end and, atapered mandrel: at the otherend. The tapered mandrel is enclosed by a three-section expanson element The expansion element movement is restrained by the mandrel taper and by a collar. The anchor is installed in a predrilled hole with a hammer. When torque is applied to' the nut of the installed anchor, the mandrel is drawn into the expansion: element, which is in turn expanded against the wall of the drilled hate. 32 Concrete: rtorrriar-weight and' lightweight concrete must conform to Sections 1903 and 1,905 of the IOC. 33 Steel Deck Panels: Steell deck panels must be in accordance with the configuration in' Figure 5A Figure SB, Figure SC and Figure SD and have a' minimurn base steel thickness of 0.035 inch (0.099 mm, 20 gauge)'. Steel must comply with AS'TM AS53IAS53M SS Grade 55 and have a minimum yield strength of 55,000 psi: (379, MPa). 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: 4.1.1 General: Design strength of anchors complying with the 2021 IBC, as well as Section R301.1.3 of the 2021 IRC 1Cr-ES E,'aluario,, ReportS are ,tot to he cotistrued a,, repreweirting tics/lie/itt, or a,,, other attribute, not specifics iiv addressed, nor are they to he con,ct,sced as WI e,,dorsenze,o oft/ic subject oft/re reps/cur a ,'ecomme,,dario,, fhr its use, There is no wdu'rwtct' hi' [("C Evaluation Service, LLC, express or implied, as i* to ann un cling or other matter in this report, or as to tInt' product L'S wsre,l by the "cpu;'!. Copyright® 2021 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 16 ESR-4266 I Most Widely Accepted arid Trusted Page 2 of 16 must be determined in accordance with ACI 318-19 Chapter 17 and this report. Design strength of anchors complying with the 2018 and 2015 IBC, as well as Section R301.1.3 of the, 2018 and 2015 IRC must be determined in accordance with ACI 318-14 Chapter 17 and this report. Design strength of anchors complying with the 2012 IBC as well as Section R301.1.3 of the 2012 IRC, must be determined in accordance with ACI 3:1841 Appendix D and this report. Design parameters provided in Table 4, Table &, Table 6 and Table 7 of this report are based on the 2021 IBC (ACI 318-19), 2018 and 2015 IBC (ACI 31814) and the 2012 IBG (ACI 318-11) unless noted otherwise. in Sections: 4.1.1. through 4.1.12. The strength design, of anchors must comply with ACI 318-1917.5.1.2, ACI 31814 17.31 or ACI 31811: D.4.1, as applicable, except as required in ACI 318-19 17.10, ACI 318-14 17.2.3 or AC11 31311 D.3.3, as applicable. Strength reduction factors:, 0 as given: in AC1 318-119 17.5.3, ACI 31914 1733: or ACI 3191 D4.3; as applicable, and noted in Table 4, Table, 5, Table 5, andTable 7 of this: report, must be used for road combinations calculated in accordance with Section f6.1 of the 2021 BC or Section 1605.2 of the 2018, 2015 and 2012 FBC and Section 5.3 of AU 318 (-19 and .44k or Section 9.2 of ACI 318-11, as applicable. Strength reduction factors, q, as given in ACI 31811 D.4.4 must be used for load. combinations calculated, i: accordance with ACII 31811 Appendix C. The value of i. used iim the eaiculátions; ntst be limited to a maximum of 00 psi 655-2 MPa, in: accordance with AC 3-118.19 1731, ACli 31944 f7.2.T or ACI 318-11 D.3J, as applicable. 4.11.2 Requirements fir Static Steel Strength in Tension:: The rrorrinaF static steel stierrgtlä, PL of a single arrcor in tension must, be calculated in acoordante: with: ,ACl: 318-191 117.61.11.2, Ad] 3-181.14 17.4.12 or ACI 311841 95.1.2, a :aplicabie. The resulting aLes; are provided irr Table' 4 and Table 5 of this report Strengtlir rebction factors 0' corresponding to ductile steof elements may be 4.111.3 Requirements fir Statrc Concrete Breakout Strength in Tension:: The riontoal concrete bakeut strength: of a sirgli anchor or group, of anchors in terTsin, krp by,, respetivelt, must be clleted in ancordance' with, ACli 318-49 117.&2,, ACI 318-114 17.4.2 err ACV 318-111 DS.2',, as applicable, with noctficateris as described in this sectIon.. The basic concrete breakout strength intevrston, Ik&, must he cahotatd in acoordance with: ACI 31&-19)117..S2.2,, ACII 319-114 11.4.2.2 or ACII 31181-1111 D.5.212. as appileabie, using the values of &f any kCf as giem: in Table 4 and Tabile S The cervIcal con'cre'te breakout strength in tension ir regions where acaIisiuin'dicates ca cracking; in accerd1arrce with ACl 311h&19 17.6.2.5.,1., ACt 319-114 l7.4.2.5rrACl 3181- I11' D2.6, as appii'cable, crust be cabuibt'edl with as given in Table 4 arid Table S and with c:n = 11.9.. For carbon steel KB-1Z2 amnthoirs iirrstelfed in: the soffit of saridLlightweight or mial-weight correrete on' steel deck floor and roof assemblies, as shown in Fiçpure: SA\,, Figure' SB and Figure SC, calculation of the coner-ete' breakout strength is riot required'. 4A.4 Requirements for Static Pullout Strength in Tension: The nominal pullout strength of at single anchor in: accordance with ACI 318.19 17.6.3.1 and 17.622.1, ACI: 318-14 17.4.3.1 and 17.4.3.2 or ACE 311811 D.5.3.1 and 0.53.2, respectively, as applicable, in, cracked] and uricracked concrete, Np.cr and ricr, Np,un'cr and ricincr, respectively, are given in Table 4 and Table 5. For all design cases = 1.0. In accordance with ACI 318-19 17.6.3, ACI 318-14 17.4.3 or ACt 318-11 D.5.3, as applicable, the nominal pullout strength in cracked concrete may be calculated in accordance with the following equation: = N (' " -4-) (lb, psi) (Eq-1) ,500 =Np,cr (-2)' (N., MP'a) In regions where analysis indicates no cracking in accordance with ACE 318-1917.6.3.3-, AOl 318-14 17.4.3.6 or ACE 318-11 D.5.3.6, as applicable, the nominal pullout strength in tension may be calculated in: accordancewith the following equation: Npuncr (lb. psi) (Eq-2) = (2Y'"(Eti, MPa) Where values for Nkcr or /Vpuncr are rot provided in, Table 4 or Table 5, the pullout strength' in' tension need not be evaluated. The nominal: pullout strength in cracked con-cretel of the carbon steel KB-TZ2 installed in the soffit of sand-lightweight or normal-weight concrete on steel deck floor and roof assemblies, as shown in Figure 5A, Figure 5B and Figure SC, is given in Table 8. In accordance with ACt. 318-19 176.3.2.11, AOl, 31844 117.4.3.2 or ACt 3118.111 05.3.2, as applicable, the nornir all pullout strength: in: cracked concrete rust be calculated in: accordance with, Eq 1, whereby the value must be, substltrted for N.cr and the value of 3,009 psi (20.7 MPai must be substituted for the value' of 2,500 psi' ('172 MPa)' in the denominator. liv regions where' analysis indicates: no: cracking liv accordance with AOl 318-19 117.613.3, ACE 3:119114 17.4.3.61 or ACE 3118- 11 0.5.3.6, as applicable, the nominall strength in un'cracked1 censrrete' must be: calculated according to Eq-Z wtve'rebytli'e value of Alo,d--,*.mr must be: substituted for iVp:r and the value' of 3,009 psi 28.7 MPa must be substituted for the value of 2,509 psi (117.2 MFa in the daryominato'r. The use of stainless steel: KB-TZZ anchors liistalled in the soffit of concrete on: steel dack assemblies is beyond the scope of, this report. 4.1.5 Requirements for Static Steel Strength in Shear: The nominal: steel strength: in shear, V of a single anchor in accordance with ACE 3-18-19 17..7.1LZ ACE 3118-14 117.5.1.2 or, ACI, 319-11 IIY&i.2 as applic, able,. is given, in Table 61 and Table 7 of this report and crust be used in, lieu of the values derived by calculation f'rrorri AOl] 318-19 Eq. 171.1:.2b', AO' 318.14 Eq. 1.7.5.1.2b or AM 319.111 Eq. 0- 29. as applicable. The shear strength tfadàck of the cairboe steel K3-TZ2a's governed by steel failure of the KB-TZ2 instaltedi iii the soffit of sand-lightweIght or, norm'alweigtit. concrete en steel deck floor and roof assemblies, as shown in: Figure SA, Figure 53 arid Figure SC, is gndry In Table S. 4.1.5 Requirements for Static Concrete Breakout Strength in Shear The nominal concrete' breakout strength of a: si rigid anchor or group of anchors in shear,. Vor V,, respectively, must be calculated in' accordance with: AOl: 3118-19 17.7.2, ACI 3-1:9-14 17.5.2 or ACE 3118-11 02.2, as applicable,, with modifications as. described In this section. The basic concrete breakout strength, 14, must be calculated in accordance with AC[ 318-19 17.7.22.1, AC( 318-1417.5.2.2orACl 318-11 D.6.2.2, as applicable, based on the values provided in Table 6 and Table 7. The value of L- used in ACI 318-19 Eq:. 17.7.2.2.1a, ACE 318-14 Eq. 17.5.2.2a or ACI 318-11 Eq. D-33 must be taken as no SR-4266 I Most Widely Accepted and Trusted Page 3 of 16 greater than the lesser of he or 8da. Anchors iristaUed in light-weight concrete must use the reduction factors provided in ACI 316-19 17.2.4, ACI 318-14 17.2.6 or AC 318-11 .3.6, as applicable. For carbon steel KB-TZ2 anchors installed in the soffit of sand-lightweight or normal-weight concrete on steel deck floor and roof assemblies, as shown in Figure SA, Figure 58 and Figure SC, calculation of thee concrete breakout strength in shear is not required. 4.1.7 Reqements for Static Concrete Pryo&d Strength in Shear: The nominal concrete pryout strength of a single' anchor or, group of anchors, Vqp or V, respectiveI, must be calculated in accordance' with ,4C1 31849 17173, ACE 318-14 175.3 or ACI 318-11 D5.3, as applicable, modified by using the value of provided in Table 6' and liable 7 of this report and the value of Xb or as cal'cu(ted in Section 4.1.3 of this report. For caen steel 1K8-1Z2. aishors installed in the soffit of sandLUgJyfweigh1 or normal.-weight concrete over profile steel dddflr and roof assemblids, as shown in Figure. 5A Figure 5, and Figure SC, catotdation of the cororete' pry-- out strerittr in accordance with ACt' 318-117.7.3, ACt 318- 14 T7.53 orACt 318-111 EB3 isst required. 41.8 RequWemeds for Seismic Design- 4.1.&1 Genet'alt For lead combinations, indiidng seismic, the desIgn must, ire performed on accordance with ACV 3113- 19' 1?19, ACV 31844 17.2.3 or ACt 311341 D.3.3 as appfieabiL- Wdificatioas, to ACt 311844 IT Z.3 shatP be applied under 8e.tStIOn 1190tt 11.8 blithe 2918 and 28115 18C. For the 2112 IC, Sestlen M5.1.9 shalt be omitted. The andrtors coerØj wIth ACV 31$ 49' and -114 2.3 or ACt 3118-11 DA, as acairte, as ductile steel elements and must [Ire deslrred in accomfeirce with ACt 31849 1711a5. 17.118.6, 111.18% or 117.18.4 AGE 318-14 172 3.4, 1722.5', 1723.8 and 11723.1; or ACE 3118-11 r.32.4 D.3.3.5, D-3.3.6 and D.33 as apptabte. Streth redectstmi fndors, 0, are given in Tathlle4, Tirle 5 Table 6, arid Table 1 of tiris roierf The' arch Wraybe iffstalleed in structures assigned te Seismic l)edgn Categories 4 t1nirough F of the. ISC. 4.i.&Z SeWmic Tersion: The nomindi steel st'rerrgth and nominal caiwiste irtre.00f sherrgtllr for anchors lii tension mesl be caferdeted in ancordevrce wde ACt 318-19 11.6.1 and 11.6.2 ACt 318-14 17.4.1 and 11.4.2 or ACI 318-111 D.5J and U.S.Z. as applicable,, as desoibed in Sections 4.1.2 and 4.1.3 of this reparL in acoarriinrce with ACt 3118- 119 111.6.3211, ACV 318-14 11.4.3.2 ow ACE 313-11 D.6'3.2, as applicable, the arrinfe Pun but streriglhfi in tension low eeisic toads, kN, deeddired in labIle 4 arid Table S or dlesvitted in labIle 3 must ire. used in tee of Nlp, as acablle.. Tire value of or i4,a may be adjueted clbutatksrr for coicrete stre.rigth iii accordance, with Eqi 11 and Sactirue 4.1.4 whereby tire va(6e of rristt be qalsmfed for ard the v.ire of 3839 psI 23-1 I4fPO) most be sulbditfothd for die eallee Of 26.110 psi (if 7.2 Way, in, the devrommnatsr If no for l or are given in 14. labIle 5, or To W- 8. the static design sttorvdi valbes gneenv.. 4,1.3.3 Seismic Shearr, The rionthrisi coiricrele breakout strength and pyoe'f shrengtlli in shear must be caicul'ated in accordance with ACV 313-11911717.2 arid 172.3, ACV 318-14 11.52 arid 17.5.3 or ACV 3118-11 B.6'.2 and D.6.3, respectively, as applicable., as described in Sections 4.1.6' and 4.1.7 of this report, In accordance with ACI 318-19 17.7.1.2. ACI 31844 17.5.12 or ACE 318-11 D.6.12, as applicable., the appropriate value for nominal steel strength for seismic loads-, V q described in Table 6' and Table 7 or Vsa.deck.eq described in Table 6' must be used in lieu of V, as applicable. 411.9 Requirements for Interaction of Tensile and Shear Forces: For anchors or groups of anchors that are subject to the effects of combined tension and shear forces, the design must be performed in accordance with ACI 318- 19 17.6, ACt 318-14 17.6 orACI 3118-11 D.7, as applicable. 4.11.18 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: In lieu of ACI- 318-119 17.9.2, ACI 318-14 17.7.1 and 17.7.3 or ACt 318-1111 D'.&I and D.83,. respectively, as applicable, values of O,,i, and as given in Table 3 of this report must be used. in lien of ACt 3118-119117.9.4, ACt 316-11417.7.5 or ACt 31841 D.&5, as applicable, minimum member thicknesses h as given in Tables 3 and 4 of this report must be used. Additional combinations for minimum edge distance, c and spacing, s may be derived by linear interpolation between the given boundary, values) as described in Figure 4. For carbon steel lB-TZ2 anchors- installed in the topside of sand-lightweight or normal-weight concrete over profile steel deck floor and roof assemblies, the anchors most be. instafred in accorilerice.. with Table' 9' and Figure SB. For carbon steel lB-TZ2 anchors installed in the soffit of sanrd-tghtweigiflt or normal-weight concrete over profile steel deck floor and roof assemblies, the anchors must be installed In accordance with Figure. 5A, Figure SB and Figure SC and shalt trove an oviat spacing, along the flute equal to the. greater Of 3uror 11.5 times, the flute width. 4.1.11 Requirements for Cmiticat Edge Distance:. In appilcatiovis where c c and supplemental reinforcement to cordial splitting Of the concrete. is not present, the concrete breakout strength in tension for urmracked concrete, caloofated in accordance. with ACt 316-1911.8.2, ACV 31844 17A2 orftlCti 318-Ill D52, as applicable, must be her rmrltiplled by tire Idetor Wcpx as given by Eq-3: = - whereby the factor need not be taken as less than .11.0.. in lieu Of using ACt 3118-1917,9.5. ACE 318-114 11.7.8 or ACV 318-11 D.816', as applicable., values Of c. must cam, pti/ with Table 4 or labile 5. 4.1.12 LihtWel4 Comraote For tire use of anchors in liglrboin.gllib concrete, lire moriffloatlioni factor /pral to 0.8I is applied to alt values of aflecThsg N6 and W. For ACV 318-19' I2321 ISC), ACE 3118-14 6ZEY119 and. 2015 l8C41 and ACt 318-11 2fi)12 [SC) * shalli be, determined in accordance with the corresponding vericvi' of ACV 318. For anchors ilrstalfed in the soffif of, 5arid1419htwe131d concrete -filled steel dec* and floor and roof assemblIes, fintirer redluobonn of tire pulimtkviftlies provided in this; report is riot required. 4.2 Allowable Stress Desililo (AMP., 4.11 General. Design vaices for use with) diliwble fress design worlbrig stress design) read combinations calculated in accordance with Section 1806.11 of the 2821 lBCcrSecfion 1635.3afthe.281$, 20115arrd2012 IBC, must be established as follows: a ESR4266 I Most Widely Accepted and 1 rusted Page 4 of 16 Valfowable,ASD = a where: TaIIOW3bIC.ASO = Allowable tension toad (lbf or k). Allowable shear load (lbf or k4) ØN11 = Lowest design ength ol err anchor or anchor group in tension as determined in accordance with AC 315 (4 and - 14) Chapter 17 and. 2921, 2015 and 2015 IBC Secticri 155.i.5, ACt 31&- 11 Appendix 0, and ecttorr4.1o$this report, as applicable (Ibf or ). For 2012 IBC, Section. shall be omitted. Lowest design strength otarr anchor or anchor group in shear as determined in accordance with ACI 315 (j-19 and- 14) Chapter 17 and 2521, 2015 and 2015 IBC Section 105.1.5, ACt 315- 11 Appendb, and Section41 of this report, as applicable Jbf or t4) For 2012 IBC, Section 19USJ2 shall: be omitted. = Conversion factor cau[te'd as a weighted average oc the lead factors for the controlling lead combination. In' addition, c must irrdride alt epiicabié factors. to account for a rtoictile failure rnorks and required over-strength. The requirements for member thioloress., edge distance and spacing, described in this report, must eplr. 4.2.2 Interaction of Tensile and Shear Farces: The Interaction must be calculated and consistent with AM 3118- 19 17.5, ACt 315-1417.5 or Act 315-11 l.7, as as foltows For shear loats. I'i -s the full allowable load in terisiort is peicrnitted.. For tension toads Tapris rwrase, the f 61 allowable load in shear is permitted, For all other cases: TzppUeE5 +_Vcp7Uec5 ~ Tt wa.te Ary Vrnowi&cAso' 4.3 lnstaffatian Inistallathorn parameters are provided in Table I and Figure 2, Figure 5k Figure SB, Figure SC and Figure 50. Anchor locations must comply with this report arid plans and specifications approved by the code ofthdalL The Hihti.. Kff- TM must be installed in, accordance with marruicturer's published: ins-tiiictioiis. arid this repent. Ia case ofoonflict, this report govems. Anchors must be installed in holes drilled rite the concrete using carbide-tipped masonry drill bits complying with ANSI B21a154994, rising the KW Sa'teSet Systemi'" with 1-tilti TE-YV or TE-CID Hallow MIN Bit complying: with ANSI B21215-1954 with a Hit,vacuum Err accordance with Figure 5 arid: Figure 7, or, rising HIM, SPX-T core bits in accordance with Figure 7.. The li-hollow' MIN Bift are not permitted for rise with the 14Errch and 5i6'irih diameter KB-TZ2 anchors. The Hi l# SPX-T core bits are not permitted for use with the 1/4ir1cidiameter KB-TZ2 anchors. The minimum drilled hale depth, h0 is given in Table 1. If dust and debris is removed from the drilled hole with the Hilti TE-YD or TE-CD Hollow Drill Bits., the DRS attachment system, or compressed air or a manual pump, ii,,, is achieved at the specified value of ho noted iii Table 1. The anchor must be hammered into the predrilled hole until hom is achieved. The nut must be tightened against the washer until the torque values specified in Table 1 are achieved, or the anchors may be installed using the Hitti AT Tool in accordance with Figure 7. The Hilti AT Tool is not permitted for use with the 1 /4-inch- and 31s-inch- diameter KB-1Z2 anchors. For installation in the soffit of concrete on steel deck assemblies, the hole diameter in the steel deck must not exceed the diameter of the hole in the concrete by more than 1/5 inch (3.2 mm). For member thickness and edge distance restrictions for installations into the soffit of concrete on steel deck assemblies, see Figure 5A, Figure SR, and Figure SC. 4.4 Special Inspection: Periodic special inspection is required in accordance with Section 1705. 1.1 and; Table 17053 of the 2521, 2015,. 2515 and 2512 IBC, as applicable. The special inspector must make periodic inspections during anchor installation to verify anchor type, anchor dimensions., concrete type, concrete coriripressive strength, anchor spacing, edge distances, concrete member thickness, tightening torque, hole dimensions, anchor embedment and adherence to the manufacturer's printed installation instmctions. The special inspector must be present as often as required ri accordance with the "statement of special inspection'." Under the iBC, additional requirements as set forth. in Sections 1705,, 1705 and 1757 must be observed, where applicable - 5.8 CONDITIONS OF USE The Huh li(B-TZZ anchors described in this report comply with the codes listed is Section 1.5 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions, minimum embedment depths and other installation' parameters as set tørth In' this report. 52 The anchors must be installed in accordance with the manufacturer's published instructions and this report. In case of conflict, this report governs.. 5.3 Anchors must be limited to use in cracked and uncracked nomnTaI eight concrete and lightweight concrete having a specified compressive strength, P,,. of 2,500 psi to 5,500 psi (17.2 MPa to 53.5 MPa, and cracked and uncracked nrormaiweiglit or sand- lightweight concrew over metal deck having a specified compressive strength, rn of 3,000 psi to 5,505 psi (25)' MPa to 55.5 MPa), 5.4 The values offrrs.ed for calcc'letion purposes must not exceed 4,060 psi (55.1 MPa. 5.5 The concrete shall have attained its nrrinimiiim design strength prior to installation' of the anchors and must have a minimum age of 21 days. 5.6 Strength design values must. be, established lii accordance with Section 4.1 of this report. 5)' Allowable design values are established in accordbrice with Section 4.2. 5.8 Anchor spacing arid edge distance as well as minimum member thIckness must comply will-i Tables 3 and 9, and Figure 5k Figure SE, Figure SC and Figure 55. g Prior to installation, calculations and, details demonstrating compliance with this, report must be submitted to the code official. The calculation's and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.19 Since an ICC-ES acceptance criteria for evaluating data to determine the performance of expansion ESR-4266 I Most Widely Accepted and Trusted Page 5 of 16 anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.11 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (ft> fr), subject to the conditions of this report. 5.12 Anchors may be used to resist short-term loading due to wind or seismic forces in locations designated as Seismic Design Categories A through F of the IBC, subject to the conditions of this report. 5.13 Where not otherwise prohibited in the code, KB-TZ2 anchors are permitted for use with fire-resistance-rated construction provided that at least one of the following conditions is fulfilled: Anchors are used to resist wind or seismic forces only. Anchors that support a fire-resistance-rated envelope or a fire-resistance-rated membrane are protected by approved fire-resistance-rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. Anchors are used to support nonstructural elements. 5.14 Use of zinc-coated carbon steel anchors is limited to dry, interior locations. 5.15 Use of anchors made of stainless steel as specified in this report are permitted for exterior exposure and damp environments. 5.16 Use of anchors made of stainless steel as specified in this report are permitted for contact with preservative- treated and fire-retardant-treated wood. 5.17 Anchors are manufactured by Hilti AG under an approved quality-control program with inspections by ICC-ES. 5.18 Special inspection must be provided in accordance with Section 4.4. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (AC193), dated October 2017, (editorially revised December 2020), which incorporates requirements in ACI 355.2-19 and ACI 355.2-07 for use in cracked and uncracked concrete. 6.2 Quality-control documentation. 7.0 IDENTIFICATION 7.1 The anchors are identified by packaging labeled with the manufacturer's name (Hilti, Inc.) and contact information, anchor name, anchor size, and evaluation report number (ESR-4266). The anchors have the letters KB-TZ2 embossed on the anchor stud and a notch or notches embossed into the anchor head. The letters and notches are visible after installation for verification as depicted in Figure 3 of this report. The number of notches indicate material type. The letter system indicating length embossed on the head of the anchor is described in Table 2. 7.2 The report holder's contact information is the following: HILTI, INC. 7250 DALLAS PARKWAY, SUITE 1000 PIANO, TEXAS 75024 (918) 872-8000 www.hilti.com 5bae/ 304 ~artml ft-1,6 ESR-4266 I Most Widely Accepted and Trusted Page 6 of 16 TABLEt—SETTING INFORMATION 5ettM6à'formaffor Sum. Units 4 112 sit 314 Nominal bit diameter d In. 114 3/8 1/2 5/8 3/4 Effective mm. In. 1-1/2 14/2 2 24/2 14121 2 2-1/2 3.4/4 23/4 34/4 1 4 31/4 3-3/4 4-314 embedment (mm) (38) (38) (51) (54) (38 (51) (64) (33) (70) (53) (102) (83) (95.) (121) Nominal in. 1-3/4 11/5 2412 3 2 2112 3 3-3/4 3-1/4 3-3/4 4-1/2 4 4-1/2 5-1/2 embedment (mm) (44) (48 (64) (75) (51) (64> (75). (95) (33) (95> (l T4), (102) (I 14y, (140) In. 2 2 23/4 3-1/4 24/4 2-3/4 3-1/4 4414 3-3/4 4-1/4 4-314 4-1/4 4-3/4 5-3/4 Mm. hole depth (mm) (5.1) (5D) (75) (53) (57) (70) (53) (108) (55) (105) (121)(108) (121> (145) Installation ft-lb 4 50 45 110 torque 30 (41P Carbon.steel' (Nm ( (55 (54> (:t45y Installation ft4b, 6 39 40 60 125 torque Stainless steer Pm) (8) (41) (54) (81) (169) Fbiturehele In. 5/16 7/15 9/15 11/15 13/15 diameter (mm) (7.9) (1111) )T43) ((1T.5 LJeslgr1 vomatrorno -ii IS !1I apscaie t seeISTLZ boss. FtGtME I—H1LU CARBON STEEL IIW1KBOtT1Z($B-irZzy. flGtflE Z—HIL1 KB-1Z2 INSTALLED TABLE-- 2—LENGTH IDEMIWCA11OM SYSTEM fCAMM STEEL AND STAINLESS STEEL ANCH0RS ABC 0 E F G H I 4 K L M N 0 P Q R S T U V W gofrom1 tY 2 3 37 4 41/ 5 9/4 5 51z 7 9 W1z 9 9/101il 12 t3. t4 19 Up to, but IT 2 Z')4'3 441/ 9 9/ 9 $/ 7 - 77 5 57 .9 57 I6 1t 12 13.1415 19 'irlteflngi Fir 51 1 inth 25.4 met. FIGURE 3-0OLT HEAD Wrflt LENGTH IDEN1WCAU0*4 CODE AND kS-1Z2 HEAD NOTCH EMBOSSMENT C odge dIstaw' () EM-4266 I Most Widely Accepted and Trusted Page 7 of 16 TABLE 3—MINIMUM EDGE DISTANCE, SPACING AND CONCRETE THICKNESS FOR KB-1Z2 Nermeaf achcc dla. àt Wormadow -T19 Effctiv& min. in. 1-1/2 1-1/2 2 2-1/2 1-1(2 2 2-1/2. 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 embedment () (38) (38) (51.) (64) (38) (51) (64) (63) (70) (83) (102) (83) (95) (121) Miry. member in. 3-114 3-144 4 5 31/2 4 5 54/2 5 5-1/2 6 5-112 6 5 thrckrres ' (mm) (53) .(33j (102) (127) 1 (89) J(102 (127) (140) (12.7) (140) (152) (140) (152) (203) aboa Steel in. 1-1/2 5 2-1/2 2-1/2. & 2-3/4 2-3/4 24/4 4-1/2 3-1/2 2-3/4 5 4 3-1/2 Min'. Cmi (mm) (33) (127) (64) (64) (203) 70)ç7 (57) (j 1,t) (39) (7 27) (102) (39) distance in. 1-1/2 3 6 5 12 5-1/2. 9-3/4 5-114 5-1/2 5-1/2 7-114 10 5-3/4 5-1/2 for s (mm) (33) (293) (152) (127) (35) (140.) (249> (133) (165) (140) (184) (254) (146) (140) in. 1-1/2. 5 2-1/4 2 12 3-1(2 3 2 4-1/2 23/4 2-1/4 4-1/2 3-3/4 3-3/4 Min. anchor (mm) (35) (127) (57) (51) (305) (39) t t79> (5.1) (114) (70) (57) (114) (95) 1 (95) sacng in. 2 r(38--) 8 3-1/2 4 3 103 4-3/4 5-112 7 4-1/4 6 7-1/2 4-3/4 €nim) (203) (89) (102) (203) (254) (293) (121) (140) (173) (1.08) (152> (191) (121) subtlifts Ste" in. 1-1/2 5 2-1/2 2-112 .2-3/4 21/2 2414 4 3-1/4 2-114 5 4 3-3/4 Min. C;— (mm) (39> (127) (54) (64) (70 64) (57) (192) (3 (57) (127) (102) (95) distance in. 1-1/2 8 5 5- 5-1/2 4112. 54/4 7 .54/2 7 11 7-1/2 5-3/4 fors (39) (203) (127) (127) (149> (114) (133) (175) (140) (175) (279) (191) (146) in, 1-4/2 5:2-11424/4 1 23/42-4(Z 2 5-1/22-3/4 3 5 4 4 Min'. anchor 3 (mm) (39 (127) (57) (57) . 79> (64) 651> (140) (79) (76) (127) (102) (102) sarr . tn. 1-1/2 8 4 3-1/2 4-11915 4-314,5-1/2 4 4-1/4. 5 & 5-114 forc - I (mm) (38) (253) (162) (39) (165)1(127) (121) (149) (162) (105) (203) (152) (133) For . 1 iicrr = zav mm FIGURE 4—II4TERPOLMON OF MINIMUM EDGE DISTANCE AND ANCHOR SPACING Safety Data Sheet E!% I SECTION 1 PRODUCT AND COMPANY WENIlFICATION I Rando HD 32,46,68 Product Use: Hydraulic Oil Product Number(s): 254612.254613, 254614. 273277, 273278, 273279 Synonyms: Rando HIT) 32 ISOCLEAN Certified; Rando HI) 46 ISOCLEAN Certified; Rando HE) 68 ISOCLEAN Certified Company Identification Chevron Pioducts Company a division of Chevron U.S.A. Inc. 6001 Bollinger Canyon Rd, San Ramon, CA 94583 United States of America www.chevronlubricants.com Transportation Emergency Response C1MTREC: (800) 424-9300 or (703) 527-3887 Health Emergency Chevron Emergency & Information Center: Located in the USA. International collect calls accepted. (800)231- 0623 or (5 10) 231-0623 Product Information email: lubelnsds@chevron.com Product Infonnation: 1 (800) 582-3835, LUBETEK@chevron.com F SEcTION 2 HAZARDS IDENTIFICATION I CLASSIFICATION: Not classified as hazardous according to 29 CFR 1910.1200(2012). HAZARDS NOT OTHERWISE CLASSIFIED: Not Applicable [ SECTION 3 COMPOSITION/ INFORMATION ON INGREDIENTS 1 COMPONENTS CAS NUMBER AMOUNT Highly refined mineral oil (C15 - C50) I Mixture I 70 - 99 %weight Lc'nON 4 FIRST AID MEASURES I Description of first aid measures Eye: No specific first aid measures are required. As a precaution, remove contact lenses, if worn, and flush eyes with water. Skin: Nospecific first aid measures are required. As a precaution, remove clothing and shoes if contaminated. To remove the material from skin, use soap and water. Discard contaminated clothing and shoes or thoroughly clean before reuse. Ingestion: No specific first aid measures are required. Do not induce vomiting. As a precaution, get medical Revision Number: 10 Revision Dale: December09. 2019 1 of 7 Rando llD32,46,68 SDS: 23556 advice. Inhalation: No specific first aid measures are required. If exposed to excessive levels of material in the air, move the exposed person to fresh air. Get medical attention if coughing or respiratory discomfort occurs. Most Important symptoms and effects, both acute and delayed IMMEDIATE HEALTH EFFECTS Eye: Not expected to cause prolonged or significant eye imitation. Skin: High-Pressure Equipment Information: Accidental high-velocity injection under the skin of materials of this type may result in serious injury. Seek medical attention at once should an accident like this occur. The initial wound at the injection site may not appear to be serious at first; but, if left untreated,. could result in disfigurement or amputation of the affected part. Contact with the skin is not expected to cause prolonged or significant irritation. Contact with the skin is not expected to cause an allez gic. skin response. Not expected to be harmful to internal organs if absorbed though the skin. Ingestion: Not expected to be harmful if swallowed. Inhntntion Not expected to be harniftul if inhaled. Contains a petroleum-based mineral oil. May cause respiratory irritation or other pulmonary effects following prolonged or repeated inhalation of oil mist at airborne levels above the recommended mineral oil mist exposure limit. Symptoms of respiratory irritation may include coughing and difficulty breathing. DELAYED OR OTHER HEALTH EFFECTS: Not classified Indication of any Immediate medical attention and special treatment needed Note to Physicians: In an accident involving high-pressure equipment this product may be injected under the skin. Such an accident may result in a small, sometimes bloodless, puncture wound. However, because of its driving force, material injected into a fingertip can be deposited into the palm of the hand. Within 24 hours, there is usually a great deal of swelling, discoloration, and intense throbbing pain. Immediate treatment at a surgical emergency center is recommended. SECT ON 5 FIRE FIGHTING MEASURES EXTINGUISHING MEDIA: Use water fog, foam, thy chemical or carbon dioxide (CO2) to extinguish flames. Unusual Fire Hazards: Leaks/ruptures in high pressure system using materials of this type can create a fire hazard when in the vicinity of ignition sources (eg. open flame, pilot lights, sparks, or electric arcs). PROTECTION OF FIRE FIGHTERS: Fire Fighting Instructions: This material will burn although it is not easily ignited. See Section 7 for proper handling and storage. For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment, including self-contained breathing apparatus. Combustion Products: Highly dependent on combustion conditions. A complex mixture of airborne solids, liquids, and gases including carbon monoxide, carbon dioxide, and unidentified organic compounds will be evolved when this material undergoes combustion. I SECTION 6 ACCIDENTAL RELEASE MEASIRES Protective Measures: Eliminate all sources of ignition in vicinity of spilled material. Spill Management: Stop the source of the release if you can (bit without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls/Personal Protection. Use appropriate techniques such as applying non- combustible absorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations, Reporting: Report spills to local authorities and/or the U.S. Coast Guards National Response Center at (800) 424- 8802 as appropriate or required. Revision Number. 10 2 of 7 Rando lii) 32,46,68 Revision Date: December09, 2019 SDS: 23556 HANDLING AND STORAGE - I General Handling Information: Avoid contaminating soil or releasing this material into sewage and drainage systems and bodies of water. Precautionary Measures: DO NOT USE IN HIGH PRESSURE SYSTEMS in the vicinity of flames, sparks and hot surfaces. Use only in well ventilated areas. Keep container closed. Static Hazard: Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic charge and/or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. Container Warnings: Container is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liqui(l, and/or vapor) and can be dangerous. Do not pressurize, cut, weld, braze, solder, drill, grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death, Empty containers should be completely drained, properly closed, and promptly returned to a drum reconditioner or disposed of properly. LSECTION S EXPOSVRE CONTROLS/PERSONAL PROTECTION I GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 2), applicable exposure limits, job activities, and other substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for it limited time or under certain circumstances. ENGINEERING CONTROLS: Use in a well-ventilated area. PERSONAL PROTECTIVE EQUIPMENT Eye/Face Protection: No special eye protection is normally required. Where splashing is possible, wear safety glasses with side shields as a good safety practice. Skin Protection: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances in the workplace. Suggested materials for protective gloves include: 4H (PE/EVAL), Nitrile Rubber, Silver Shield, Viton. Respiratory Protection: No respiratory protection is normally required if user operations generate an oil mist, determine if airborne concentrations are below the occupational exposure limit for mineral oil mist. if not, wear an approved respirator that provides adequate protection from the measured concentrations of this material. For air-purifying respirators use a particulate caiiiidgo. Use a positive pressure air-supplying respirator in circumstances where air-purifying respirators may not provide adequate protection. flennIiimnd Fmnsme Limits: mponern Iimcy - J Form TWA SThL F Notation IHighly refined mineral oil ACGIH I - 5 ing/mn3 110 mg/m3 -- [(ç-c59) Highly refined mineral oil OSHA Z- I -- 5 mg/m3 -- (C15-050) 1 Consult local authorities for appropriate values. 1. SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES I ReVISIOn Number. 10 3 of 7 Raodo HD 32,46,68 Revision Dale: December09, 2019 SDS: 23556 Attention: the data below are typical values and do not constitute a specification. Color: Colorless to yellow Physical State: Liquid Odor: Petroleum odor Odor Threshold: No data available pH: Not Applicable Vapor Pressure: No data available Vapor Density(Air = I): No data available Initial Boiling Point: No data available solubility: Soluble in hydrocarbon solvents; insoluble in water. Freezing Point: Not Applicable Melting Point: No data available Density: 07 kg/i @ 15°C (59°F) Typical) Viscosity: 28.80 min2/s @ 40°C (104°F) (Minimum) Coefficient of Therm. Expansion I °F: No data available Evaporation Rate: No data available Decomposition temperature: No data. available Octanol/Water Partition Coefficient: No data available FLAMMABLE PROPERTIES: Flammability (solid, gas): Not Applicable Flashpohit: (Cleveland Open Cup) 170 °C (338 °F) (Mininiwn) Autoignifion: No data available Flammability (Explosive) Limits (% by volume in air): Lower: Not Applicable Upper: Not Applicable LSEcnöNIô STABILITY AND REACTIVITY I Reactivity: May react with strong acids or strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. Chemical Stability: This material is considered stable under normal ambient and anticipated storage and handling conditions of temperature and pressure. Incompatibility With Other Materials: Not applicable Hazardous Decomposition Products: None known (None expected) Hazardous Polymerization: Hazardous polymerization will not occur. SECTION 11 TOXICOLOGICAL INFORMAIION Information on toxicological effects Serious Eye Damage/Irritation: The eye irritation hazard is based on evaluation of data for product components. Sldn Corrosion/Irritation. The skin irritation hazard is based on evaluation of data for product components. Skin Sensitization: The skin sensitization hazard is based on evaluation of data for product components. Acute Dermal Toxicity: The acute dennal toxicity hazard is based on evaluation of data for product components. Acute Oral Toxicity: The acute oral toxicity hazard is based on evaluation of data for product components. Acute Inhalation Toxicity: The acute inhalation toxicity hazard is based on evaluation of data for product components. Acute Toxicity Estimate: Not Determined Germ Cell Mutagenicity: The haLard evaluation is based on data for components or a similar material. Carcinogenicity: The hazard evaluation Is based on data for components or a similar material. RevisionNumber 10 4 of 7 RandoHD32,46,68 Revision Date: December09, 2019 SDS: 23556 Reproductive Toxicity: The hazard evaluation is based on data for components or a similar material. Specific Target Organ Toxicity - Single Exposure: The hazard evaluation is based on data for components or a similar material. Specific Target Organ Toxicity Repeated Exposure: The hazard evaluation is based on data for components or a similar material. ADDITIONAL TOXICOLOGY INFORMATION: This product contains petroleum base oils which may be refined by various processes including severe solvent extraction, severe hydrocracking, or severe hydrotreating. None of the oils requires a cancer warning under the OSHA Hazard Communication Standard (29 CFR 1910.1200). These oils have not been listed in the National Toxicology Program (NT?) Annual Report nor have they been classified by the International Agency for Research on Cancer (IARC) as; carcinogenic to humans (Group 1), probably carcinogenic to humans (Group 2A), or possibly carcinogenic to humans (Group 213). These oils have not been classified by the American Conference of Governmental Industrial Hygienists (ACGI}I) as: confirmed human carcinogen (Al), suspected human carcinogen (A2), or confirmed animal carcinogen with unknown relevance to humans (A3). I SEcTION 12 ECOLOGICAL ECOTOXICITY This material is not expected to be hannfiil to aquatic organisms. The product has not been tested. The statement has been derived horn the properties of the individual components. MOBILITY No data available. PERSISTENCE AND DEGRADABILITY This material is not expected to be readily biodegradable. The biodegradability of this material is based on an evaluation of data for the components or a similar material. The product has not been tested. The statement has been derived from the properties of the individual components. POTENTIAL TO BIOACCUMLJLATE Bioconcentration Factor: No data available. Octanol/Water Partition Coefficient: No data available LECTION 13 DISPOSAL CONSIDERATIONS Use material for its intended purpose or recycle if possible. Oil collection services are available for used oil recycling or disposal. Place contaminated materials in containers and dispose of in a manner consistent with applicable regulations. Contact your sales representative or local environmental or health authorities for approved disposal or recycling methods. The description shown may not apply to all shipping situations. Consult 49(Y R, or appropriate Dangerous Goods Regulations, for additional description requirements (e.g., technical name) and mode-specific or quantity-specific shipping requirements. DOT Shipping Description: NOT REGULATED AS HAZARDOUS MATERIAL UNDER 49 CFR IMOfIMDG Shipping Description: NOT REGULATED AS DANGEROUS GOODS FOR TRANSPORT Revision Number. 10 5 of 7 Rando1W32,46,68 Revision Date: Decernber09.2019 SDS: 23556 UNDER THE IMDG CODE ICAOfIATA Shipping Description: NOT REGULATED AS DANGEROUS GOODS FOR TRANSPORT UNDER ICAO Transport in bulk according to Annex II of MARPOL 73/78 and the IBC code: Not applicable iSECTION 15 REGULATORY INFORMATION EPCRA 311/312 CATEGORIES: Not applicable REGULATORY LISTS SEARCHED: 01-11ARC Group I 03EPCRA 313 01-2A=iAJC Group 2A O4CA Propositknt 65 01-2B'=IARC Group 213 05MA RTK 02='NTP Carcinogen O6NJ RTK 07PA RTK No components of this material were found on the regulatory lists above. CHEMICAL INVENTORIES: All components comply with the following chemical inventory requirements: AICS(Australia), DSL (Canada), ENCS (Japan), IECSC (China) KECI (Korea), PICCS (Philippines), TCSI (Taiwan) ISCA (United States) NEW JERSEY RTK CLASSIFICATION: Under the New Jersey Right-to-Know Act L. 1983 Chapter 315 N.J.S.A. 34:5A-1 et. seq., the product is to be identified as follows: PETROLEUM OIL (Hydraulic oil) ISECI1O 16 OTHER INFORMATION NFPA RATINGS: Health: 0 Flammability: I Reactivity: 0 IlMIS RATINGS: Health: 0 Flammability: 1 Reactivity: 0 (0-Least, I-Slight, 2-Moderate, 3-High, 4-Extreme, PPE:- Personal Protection Equipment Index recommendation, Chronic Effect Indicator), These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for I-EVIlS ratings). REVISION STATEMENT: SECTION 01 - Company MSDS Address information was modified. SECTION 01 - Health Emergency information was modified. SECTION 02 - Hazards Otherwise Not Classified information wits modified. SECTION 04 - humediate Health Effects - Skin infonnation was modified. SECTION 08 - General Considerations information was modified. SECTION 08 - Occupational Exposure Limit Table infonualion was modified. SECTION 09 - Physical/Chemical Properties information was deleted. SECTION 09- Physical/Chemical Properties information was modified. SECTION II - Additional Toxicology Information information was modified. SECTION 12 - Ecological Information information was modified. SECTION 13 - Disposal Considerations information was modified. SECTION 14 - DOT Classification information was added. SECTION 14 - DOT Classification information was deleted. SECTION 14 - ICAO Classification information was added. SECTION 14 - ICAO Classification information was deleted. SECTION 14 - IMO Classification information was added. ReionNurnbei 10 6 of 7 Rando HD 32,46,68 Revision Date: December09, 2019 SDS: 23556 SECTION 14 - IMO Classification information was deleted. SECTION 15 - Chemical Inventories information was modified. SECTION 15 - New Jersey Right To Know information was modified. SECTION 15 - SARA 311 EPCRA Score information was added. SECTION 15 - SARA 311 Score information was deleted. Revision Date: December 09, 2019 ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT: TLV Threshold Limit Value - TWA - Time Weighted Average STEL - Short-team Exposure Limit PEL - Permissible Exposure Limit OHS - Globally Harmonized System CAS Chemical Abstract Service Number ACGIH Industrial Hygienists American Conference of Governmental IMOt1MDG Goods Code - International Maritime Dangerous API - American Petroleum Institute - SDS - Safety Data Sheet IlMIS Hazardous Materials Information System NYPA - National Pixe Protection Association (USA) DOT Department oflranspoststion (USA) NT? National Toxicology Program (USA) IARC Cancer - International Agency for Research on OSHA Administration - Occupational Safety and Health NCEL - New Chemical Exposure Limit I EPA - Environmental Protection Agency SCBA Self-Contained Breathing Apparatus -- Prepared according to the 29 CFR 1910 1200 (2012) by Chevron Energy Technology Company, 6001 Bollinger Canyon Road, San Ramon, CA 94553. The above information is based on the data of which we are aware and Is believed to be correct as of the date hereof. Since this information may be applied mmdci' conditions beyond our control *ud with which we may be unfamiliar and since data made available subsequent to the date hereof may suggest modifications of the lnforniation we do not assume any responsibility for the results of Its used This Information Is furnished upon condition that the person receiving It shall make his own determination of the suitability of the material for his particular purpose.-- - - Revision Nuiiiber. 10 7 of 7 Rndo RD 32, 46,65 RevislonDate: Decesnber09.2019 SDS: 23556 .rtFistr SAFETY DATA SHEET Creation Date 15-Dec-2011 Revision Date 30-Sep-2019 Revision Number 5 1 dtIfiotIcD Product Name CAR-O-SIL® M5 Cat No.: AC403730000; AC403731500 CAS-No 7631-86-9 Synonyms Silicon dioxide, Synthetic Amorphous Silica, Pyrogenic (Fumed) Amorphous Silica Recommended Use Laboratory chemicals. Uses advised against Food, drug, pesticide or biocidal product use. palls of the suoolier of the satetv data sheet Cornoanv Fisher Scientific One Reagent Lane Fair Lawn, NJ 07410 Tel: (201) 796-7100 Acros Organics One Reagent Lane Fair Lawn, NJ 07410 Emergency Telephone Number For information US call: 001-800-ACROS-01 I Europe call: +32 14 57 52 11 Emergency Number US:001-201-796-7100 I Europe: +32 14 57 52 99 CHEMTREC Tel. No.US:001-800-424-9300 I Europe:001-703-527-3887 I 2. Hazard(s) IdentlfkatIon Classification Classification under 2012 OSHA Hazard Communication Standard (29 CFR 1910.1200) This chemical is not considered hazardous by the 2012 OSHA Hazard Communication Standard (29 CFR 1910.1200) Hazard Statements Precautionary Statements Hazards not otherwise classified (HNOC None identified WARNING. Cancer - https:/IWvw,p65wamings.ca.govI. I 3. Composltlonhlnformatlon on Ingredients I Page 116 CAB-O-SIL® M5 Revision Date 30-Sep-2019 I 4. First-aid measures Eye Contact Rinse immediately with plenty of water, also under the eyelids, for at least 15 minutes. Get medical attention. Skin Contact Wash off immediately with plenty of water for at least 15 minutes. Get medical attention immediately if symptoms occur. Inhalation Remove to fresh air. Get medical attention immediately if symptoms occur. Ingestion Clean mouth with water and drink afterwards plenty of water. Get medical attention if symptoms occur. Most Important symptoms and None reasonably foreseeable. effects Notes to Physician Treat symptomatically I S. Fire-fighthiq measures I Suitable Extinguishing Media Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Unsuitable Extinguishing Media No information available Flash Point No information available Method - No information available Autoignitlon Temperature Not applicable Explosion Limits Upper No data available Lower No data available Oxidizing Properties Not oxidising Sensitivity to Mechanical impact No information available Sensitivity to Static Discharge No information available Specific Hazards Arising from the Chemical Non-combustible. Hazardous Combustion Products Silicon dioxide. Protective Equipment and Precautions for Firefighters As in any fire, wear self-contained breathing apparatus pressure-demand, MSHA/NIOSH (approved or equivalent) and full protective gear. NFPA Health Flammability Instability Physical hazards 2 0 0 N/A I 6. Accidental release measures Personal Precautions Ensure adequate ventilation. Use personal protective equipment as required. Avoid dust formation. Environmental Precautions Should not be released into the environment. See Section 12 for additional Ecological Information, Page 216 CAB-O-SIL® M5 Revision Date 30-Sep-2019 Methods for Containment and Clean Sweep up and shovel into suitable containers for disposal. Avoid dust formation. Up I 7Handling and storage Handling Wear personal protective equipment/face protection. Ensure adequate ventilation. Avoid contact with skin, eyes or clothing. Avoid ingestion and inhalation. Avoid dust formation. Storage Keep containers tightly closed in a dry, cool and well-ventilated place. I 3. Enposvire controls I personal protection Exposure Guidelines Component ACGIH TLV OSHA PEL NIOSH IDLH I Mexico OEL (TWA) Silica, amorphous (Vacated) TWA 6 mg/0 IDLH: 3000 mg/rn3 TWA: 6 mg/rn3 Legend OSHA - Occupational Safety and Health Administration NIOSH IDLH: NIOSH National Institute for Occupational Safety and Health Engineering Measures Ensure adequate ventilation, especially in confined areas. Ensure that eyewash stations and safety showers are close to the workstation location. Personal Protective Eauiment Eye/face Protection Wear appropriate protective eyeglasses or chemical safety goggles as described by OSHA's eye and face protection regulations in 29 CFR 1910.133 or European Standard EN166. Skin and body protection Wear appropriate protective gloves and clothing to prevent skin exposure. Respiratory Protection Follow the OSHA respirator regulations found in 29 CFR 1910.134 or European Standard EN 149. Use a NIOSH/MSHA or European Standard EN 149 approved respirator if exposure limits are exceeded or if irritation or other symptoms are experienced. Hygiene Measures Handle in accordance with good industrial hygiene and safety practice. I 9. Physical and chemical properties Physical State Powder Solid Appearance White Odor Odorless Odor Threshold No information available pH Melting Point/Range Boiling Point/Range Flash Point Evaporation Rate Flammability (solld,gas) Flammability or explosive limits Upper Lower Vapor Pressure Vapor Density Density Specific Gravity Solubility Partition coefficient; n-octanoi/water 1710 °C / 3110 °F No information available No information available Not applicable Not flammable No data available No data available No information available Not applicable 2.2 g/cm3 No information available No information available No data available Page 316 CAB-0-SILO M5 Revision Date 30-Sep-2019 Aitoignition Temperature Not applicable Decomposition Temperature No information available Viscosity Not applicable Molecular Formula 02 Si Molecular Weight 60.08 I 10. Stability and reactivity Reactive Hazard None known, based on information available Stability Stable under normal conditions. Conditions to Avoid Incompatible products. Excess heat. Avoid dust formation. Incompatible Materials Strong oxidizing agents, Strong acids, Strong bases Hazardous Decomposition Products Silicon dioxide Hazardous Polymerization Hazardous polymerization does not occur. Hazardous Reactions None under normal processing. IL ToxlcoIoical Information Product Information Products Delayed and immediate effects as well as chronic effects from short and long-term exoosure Irritation Irritating to eyes, respiratory system and skin Sensitization No information available Carcinogenicity The table below indicates whether each agency has listed any ingredient as a carcinogen. Effects No information available Reproductive Effects Developmental Effects Teratogenicity STOT - single exposure STOT - repeated exposure No information available. No information available. No information available. None known None known Aspiration hazard No information available Symptoms I effects,both acute and No information available delayed Endocrine Disruptor Information No information available Other Adverse Effects The toxicological properties have not been fully investigated. Page 4/6 CAB-0-SILO M5 Revision Date 30-Sep-2019 I 12. Ecoloalcal Intonnaflon I not empty into drains. in water Bloaccumulation! Accumulation No information available. Mobility Is not likely mobile in the environment due its low water solubility. 13. Disposal considerations Waste Disposal Methods Chemical waste generators must determine whether a discarded chemical is classified as a hazardous waste. Chemical waste generators must also consult local, regional, and national hazardous waste regulations to ensure complete and accurate classification. I 14. Transport Information QgI. Not regulated Not regulated IATA Not regulated iMDGIIMO Not regulated I IS. Regulatory information United States of America Inventory Component CAS-No TSCA ] TSCA Inventory notification - Activelinactive TSCA - EPA Regulatory Flaps Silica, amorphous 7631-86-9 1 X I ACTIVE - Legend: TSCA - Toxic Substances Control Act, (40 CFR Part 710) X - Listed - Not Listed TSCA 12(b) - Notices of Export Not applicable International Inventories Canada (DSLJNDSL), Europe (EINECS/ELINCS/NLP), Philippines (PICCS), Japan (ENCS), Australia (AICS), China (IEGSC), Korea (ECL). Component I CAS-No I DSL I NDSL I EINECS I PICCS I ENCS I AICS I IECSC I KECL Silica, amorphous 7631-86-9 I X I - 1231-545-41 X I X I X I X I KE-31032 U.S. Federal Regulations SARA 313 Not applicable SARA 3111312 Hazard Categories See section 2 for more information CWA (Clean Water Act) Not applicable Clean Air Act Not applicable OSHA - Occupational Safety and Not applicable HeSith Administration Page 5I6 CAB-0-SILO M5 Revision Date 30-Sep-2019 Component Specifically Regulated Chemicals Highly Hazardous Chemicals Silica, amorphous 50 pg/ms TWA 25 pg/rn3 Action Level CERCLA Not applicable California Proposition 65 This product contains the following Proposition 65 chemicals. Component CAS-No California Prop. 66 Prop 65 NSRL Category Silica, amorphous 7631-86-9 Carcinogen - Carcinogen U.S. State Right-to-Know Regulations Component Massachusetts New Jersey Pennsylvania Illinois Rhode Island Silica, amorphous X I - X J U.S. Department of Transportation Reportable Quantity (RQ): N DOT Marine Pollutant N DOT Severe Marine Pollutant N U.S. Department of Homeland This product does not contain any DHS chemicals. Security Other International Regulations Mexico - Grade No information available I 16. Other Information Prepared By Regulatory Affairs Thermo Fisher Scientific Email: EMSDS.RA@thermofisher.com Creation Date 15-Dec-2011 Revision Date 30-Sep-2019 Print Date 30-Sep-2019 Revision Summary This document has been updated to comply with the US OSHA HazCom 2012 Standard replacing the current legislation under 29 CFR 1910.1200 to align with the Globally Harmonized System of Classification and Labeling of Chemicals (GHS). Disclaimer The information provided in this Safety Data Sheet Is correct to the best of our knowledge, information and belief at the date of its publication. The information given is designed only as a guidance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text End of SDS Page 616 X HEXI ON- SAFETY DATA SHEET i14iI aI Rl WLPEJ*S1ffi1 DuriteTM SC-830A Section 1. Product and company identification GHS product identifier Durite SC-830A MSDS Number : 000000105913 Product type : Phenolic Resin Material uses Composites and/or Foam Applications Manufacturer/Supplier/Impor Hexion Inc. ter 180 East Broad Street Columbus, Ohio 43215 USA Contact person service@hexion.com Telephone : For additional health and safety or regulatory information, call 1 888 443 9466. Emergency telephone number : For Emergency Medical Assistance Call Health & Safety Information Services 1-866-303-6949 For Emergency Transportation Information CHEMTREC US Domestic (800) 424-9300 CHEMTREC International (703) 527-3887 CANUTEC CA Domestic (613) 996-6666 I Section 2. Hazards identification I Classification of the substance or mixture GHS label elements EYE IRRITATION - Category 2A RESPIRATORY SENSITISATION - Category 1 SKIN SENSITISATION - Category I GERM CELL MUTAGENICITY - Category 2 CARCINOGENICITY -Category I SPECIFIC TARGET ORGAN TOXICITY - SINGLE EXPOSURE [eyes] - Category 1 SPECIFIC TARGET ORGAN TOXICITY - SINGLE EXPOSURE [Respiratory tract irritation] - Category 3 SPECIFIC TARGET ORGAN TOXICITY - REPEATED EXPOSURE [eyes, gastrointestinal tract, heart, kidneys, liver, lungs, respiratory tract, skin] - Category 2 Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Durite'" SC-830A Page:2/16 Hazard pictograms : <" Signal word : Danger Hazard statements : H319 Causes serious eye irritation. H334 May cause allergy or asthma symptoms or breathing difficulties if inhaled. H317 May cause an allergic skin reaction. H341 Suspected of causing genetic defects. H350 May cause cancer. H370 Causes damage to organs: (eyes) H335 May cause respiratory irritation. H373 May cause damage to organs through prolonged or repeated exposure. (eyes, gastrointestinal tract, heart, kidneys, liver, lungs, respiratory tract, skin) Precautionary statements General : Not applicable. Prevention : Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Wear protective gloves. Wear eye or face protection. Wear protective clothing. Wear respiratory protection. Use only outdoors or in a well-ventilated area. Do not breathe vapor. Do not eat, drink or smoke when using this product. Wash hands thoroughly after handling. Contaminated work clothing must not be allowed out of the workplace. Response : Get medical attention if you feel unwell. IF exposed: Call a POISON CENTER or physician. IF INHALED: If breathing is difficult, remove person to fresh air and keep comfortable for breathing. Call a POISON CENTER or physician if you feel unwell. If experiencing respiratory symptoms: Call a POISON CENTER or physician. IF ON SKIN: Wash with plenty of soap and water. Wash contaminated clothing before reuse. If skin irritation or rash occurs: Get medical attention. IFINEYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If eye irritation persists: Get medical attention. Storage : Store locked up. Version: 5.1 Date of issue/flate of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Duriti" SC-830A Page.3/16 Disposal : Dispose of contents and container in accordance with all local, regional, national and international regulations. Other hazards which do not result None known. in classification Section 3. Composition/information on ingredients Substance/mixture Mixture Ingredient name % by weight CAS number LPhenol 7 -10 108-95-2 Formaldehyde 1 - 3 50-00-0 There are no additional ingredients present which, within the current knowledge of the supplier and in the concentrations applicable, are classified as hazardous to health or the environment and hence require reporting in this section. Occupational exposure limits, if available, are listed in Section 8. Section 4. First aid measures Description of necessary first aid measures Eye contact Inhalation Skin contact Ingestion Immediately flush eyes with plenty of water, occasionally lifting the upper and lower eyelids. Check for and remove any contact lenses. Continue to rinse for at least 10 minutes. Get medical attention. If necessary, call a poison center or physician. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If it is suspected that fumes are still present, the rescuer should wear an appropriate mask or self-contained breathing apparatus. If not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel. It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Get medical attention. If necessary, call a poison center or physician. If unconscious, place in recovery position and get medical attention immediately. Maintain an open airway. Loosen tight clothing such as a collar, tie, belt or waistband. In case of inhalation of decomposition products in a fire, symptoms may be delayed. The exposed person may need to be kept under medical surveillance for 48 hours. In the event of any complaints or symptoms, avoid further exposure. Wash with plenty of soap and water. Remove contaminated clothing and shoes. Wash contaminated clothing thoroughly with water before removing it, or wear gloves. Continue to rinse for at least 10 minutes. Get medical attention. If necessary, call a poison center or physician. In the event of any complaints or symptoms, avoid further exposure. Wash clothing before reuse. Clean shoes thoroughly before reuse. Wash out mouth with water. Remove dentures if any. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If material has been swallowed and the exposed person is conscious, give small quantities of water to drink. Stop if the exposed person feels sick as vomiting may be dangerous. Do not induce vomiting unless directed Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Durite" SC-830A Page:4/16 to do so by medical personnel. If vomiting occurs, the head should be kept low so that vomit does not enter the lungs. Get medical attention. If necessary, call a poison center or physician. Never give anything by mouth to an unconscious person. If unconscious, place in recovery position and get medical attention immediately. Maintain an open airway. Loosen tight clothing such as a collar, tie, belt or waistband. Indication of immediate medical attention and special treatment needed, if necessary Notes to physician In case of inhalation of decomposition products in a fire, symptoms may be delayed. The exposed person may need to be kept under medical surveillance for 48 hours. Specific treatments No specific treatment. Protection of first aid personnel No action shall be taken involving any personal risk or without suitable training. If it is suspected that fumes are still present, the rescuer should wear an appropriate mask or self-contained breathing apparatus. It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Wash contaminated clothing thoroughly with water before removing it, or wear gloves. See toxicological information (Section 11) Section 5. Fire-fighting measures Extineuishin2 media Suitable extinguishing media Use an extinguishing agent suitable for the surrounding fire. Unsuitable extinguishing media : None known. Specific hazards arising from the : In a fire or if heated, a pressure increase will occur and the container chemical may burst. Hazardous thermal : Decomposition products may include the following materials: decomposition products carbon oxides aldehydes (including formaldehyde) hydrogen cyanide other organic compounds phenol ammonia particulate matter Special protective actions for fire- : Promptly isolate the scene by removing all persons from the vicinity fighters of the incident if there is a fire. No action shall be taken involving any personal risk or without suitable training. Special protective equipment for : Fire-fighters should wear appropriate protective equipment and self- fire-fighters contained breathing apparatus (SCBA) with a full face-piece operated in positive pressure mode. Section 6. Accidental release measures Personal precautions, protective eiuipment and emergency procedures For non-emergency personnel : • No action shall be taken involving any personal risk or without suitable training. Evacuate surrounding areas. Keep unnecessary and unprotected personnel from entering. Do not touch or walk through Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Duriti" SC-830A Page.5/16 spilled material. Avoid breathing vapor or mist. Provide adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Put on appropriate personal protective equipment. For emergency responders : If specialised clothing is required to deal with the spillage, take note of any information in Section 8 on suitable and unsuitable materials. See also the information in "For non-emergency personnel". Environmental precautions : Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Inform the relevant authorities if the product has caused environmental pollution (sewers, waterways, soil or air). Methods and material for containment and cleaning u Small spill Stop leak if without risk. Move containers from spill area. Dilute with water and mop up if water-soluble. Alternatively, or if water-insoluble, absorb with an inert dry material and place in an appropriate waste disposal container. Dispose of via a licensed waste disposal contractor. Large spill : Stop leak if without risk. Move containers from spill area. Approach release from upwind. Prevent entry into sewers, water courses, basements or confined areas. Wash spillages into an effluent treatment plant or proceed as follows. Contain and collect spillage with non- combustible, absorbent material e.g. sand, earth, vermiculite or diatomaceous earth and place in container for disposal according to local regulations (see section 13 of SDS). Dispose of via a licensed waste disposal contractor. Contaminated absorbent material may pose the same hazard as the spilled product. Note: see section 1 of SDS for emergency contact information and section 13 of SDS for waste disposal. Section 7. Handling and storage Precautions for safe handling Protective measures Advice on general occupational hygiene Put on appropriate personal protective equipment (see section 8 of SDS). Persons with a history of skin sensitization problems or asthma, allergies or chronic or recurrent respiratory disease should not be employed in any process in which this product is used. Avoid exposure - obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Do not get in eyes or on skin or clothing. Do not breathe vapor or mist. Do not ingest. Use only with adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Keep in the original container or an approved alternative made from a compatible material, kept tightly closed when not in use. Empty containers retain product residue and can be hazardous. Do not reuse container. Eating, drinking and smoking should be prohibited in areas where this material is handled, stored and processed. Workers should wash hands and face before eating, drinking and smoking. Remove contaminated clothing and protective equipment before entering eating areas. See also Section 8 for additional information on hygiene measures. Conditions for safe storage, : Store in accordance with local regulations. Store in original container including any incompatibilities protected from direct sunlight in a dry, cool and well-ventilated area, away from incompatible materials (see section 10 of SDS) and food Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Duriti' SC-830A Page:6/16 and drink. Store locked up. Keep container tightly closed and sealed until ready for use. Containers that have been opened must be carefully resealed and kept upright to prevent leakage. Do not store in unlabeled containers. Use appropriate containment to avoid environmental contamination. I Section 8. Exposure controls/personal protection 77771 Control parameters Occupational exposure limits Ingredient name Exposure limits -- Phenol ACGIH TLV (1996-05-18) TWA 19 mg/m3 5 ppm Notes: Absorbed through skin. OSHA PEL 1989 (1989-03-01) TWA 19 mg/m3 5 ppm Notes: Absorbed through skin. OSHA PEL (1993-06-30) TWA 19 mg/m3 5 ppm Notes: Absorbed through skin. NIOSH REL (1994-06-01) TWA - TLV and PEL 19 mg/m3 5 ppm Notes: Absorbed through skin. CElL 60 mg/m3 15.6 ppm Notes: Absorbed through skin. Formaldehyde OSHA PEL 1989 (1989-03-01) TWA 0.75 ppm STEL 2ppm OSHA PEL Z2 (1993-06-30) TWA 0.75 ppm STEL 2ppm OSHA PEL (1993-06-30) TWA 0.75 ppm STEL 2ppm NTOSH REL (1994-06-01) TWA - TLV and PEL 0.016 ppm CElL 0.1 ppm ACGIH TLV (2017-03-01) STEL 0.3 ppm Notes: Inhalation sensitizer Skin sensitizer TWA 0.1 ppm Notes: Inhalation sensitizer Skin sensitizer Recommended monitoring : If this product contains ingredients with exposure limits, personal, procedures workplace atmosphere or biological monitoring may be required to determine the effectiveness of the ventilation or other control measures and/or the necessity to use respiratory protective equipment. Reference Version: 5.1 Date of issuelDate of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Duriter SC-830A Page: 7/16 should be made to appropriate monitoring standards. Reference to national guidance documents for methods for the determination of hazardous substances will also be required. Appropriate engineering controls : Use only with adequate ventilation. If user operations generate dust, fumes, gas, vapor or mist, use process enclosures, local exhaust ventilation or other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits. Environmental exposure controls Emissions from ventilation or work process equipment should be checked to ensure they comply with the requirements of environmental protection legislation. In some cases, fume scrubbers, filters or engineering modifications to the process equipment will be necessary to reduce emissions to acceptable levels. Individual Drotection measures Hygiene measures : Wash hands, forearms and face thoroughly after handling chemical products, before eating, smoking and using the lavatory and at the end of the working period. Appropriate techniques should be used to remove potentially contaminated clothing. Contaminated work clothing should not be allowed out of the workplace. Wash contaminated clothing before reusing. Ensure that eyewash stations and safety showers are close to the workstation location. Eye/face protection : Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes, mists, gases or dusts. If contact is possible, the following protection should be worn, unless the assessment indicates a higher degree of protection: chemical splash goggles. Skin protection Hand protection : Chemical-resistant, impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Considering the parameters specified by the glove manufacturer, check during use that the gloves are still retaining their protective properties. It should be noted that the time to breakthrough for any glove material may be different for different glove manufacturers. In the case of mixtures, consisting of several substances, the protection time of the gloves cannot be accurately estimated. Body protection : Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Other skin protection Appropriate footwear and any additional skin protection measures should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Respiratory protection : Based on the hazard and potential for exposure, select a respirator that meets the appropriate standard or certification. Respirators must be used according to a respiratory protection program to ensure proper fitting, training, and other important aspects of use. I Section 9. Physical and chemical properties Appearance Version: 5.1 Dale of issue/Date of revision: 07/31/2019 Dale ofprevious issue: 10/29/2018 Durite" SC-830A Page:8/16 Physical state : Liquid Color : Clear, reddish-brown Odor : Phenolic. Odor threshold : Not available pH : 7.9-8.3 Melting point! Freezing point : 0 °C (32 °F) Boiling point : 107 °C (225 °F) Flash point : Setaflash Closed Cup: Greater than 93.34 °C (200.01 °F) (ASTM D 3828) Burning time : Not available Burning rate : Not available Evaporation rate : 1 ((n-Butyl acetatel)) Flammability (solid, gas) : Not available Lower and upper explosive : Lower: Not available (flammable) limits Upper: Not available Vapor pressure : 19 mm Hg @ 25 °C (77 °F) Vapor density : 1 [Air = 1] Relative density : 1.225 - 1.255 Solubility : Not available Solubility in water : Not available Partition coefficient: n- : Not available octanollwater Auto-ignition temperature : Not available Decomposition temperature : Not available SADT : Not available Viscosity : Dynamic: 200 - 300 cPs (Brookfield) Kinematic: Not available Other information No additional information. Section 10. Stability and reactivity Reactivity Stable under normal conditions. Chemical stability The product is stable. Possibility of hazardous reactions : Under normal conditions of storage and use, hazardous reactions will not occur. Conditions to avoid : No specific data. Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 LlursteTM SC-830A Page:9/16 Incompatible materials Reactive or incompatible with the following materials: acids Oxidizing agents Hazardous decomposition products Under normal conditions of storage and use, hazardous decomposition products should not be produced. Section 11. Toxicological information 7-71 Information On toxicological effects Acute toxicity I Product/ingredient name I Result I Species I Dose I Exposure Formaldehyde LD50 Oral Rat 800 mg/kg - LC50 Inhalation Rat 0.578 mg/l 2h Phenol LDSO Oral Rat 317 mg/kg - LC50 Inhalation Rat 0.9 mg/i Ch LD50 Dermal I Rabbit 630 mg/kg - Durite® SC-830A LD50 Oral Rat > 2,001 mg/kg - LC50 Inhalation Rat 1 h LD50 Dermal Rabbit > 2,001 mg/kg - Conclusion/Summary Not available Irritation/Corrosion Product/ingredient name Result Species Score Exposure Observation Formaldehyde Skin - Rabbit 2.5 20 hrs - ErythemalE schar Skin - Rabbit 3 20 hrs - Edema eyes - Mouse > 3 - Cornea opacity Phenol Skin - - Rat >4 - eyes - Rabbit > 3 - Cornea opacity Conclusion/Summary Skin : 16 CFR Part 1500.41 eyes 16 CFR Part 1500.42 Respiratory : Not available Sensitization Conclusion/Summary Skin : Not available Respiratory : Not available Rabbit Slight Skin Irritant Rabbit Severe Eye Irritant Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Durite" SC-830A Page: 10/16 Mutagenicity Conclusion/Summary Not available Carcinogenicity Product/ingredient name I Result I Species I Dose I Exuosure I iuiivaiucuyuc - I I Remarks: The National Toxicology Program (NTP) classifies formaldehyde as "known to be a human carcinogen" with respect to nasopharyngeal cancer, sinonasal cancer and myeloid leukemia. The International Agency for Research on Cancer (IARC) classifies formaldehyde as "carcinogenic to humans". U.S. OSHA regulates formaldehyde as a potential human carcinogen. See the OSHA Formaldehyde Workplace Standard at 29 CFR 1920.1048 (the "OSHA Standard"). Safe handling and use instructions are provided in this SDS and in the OSHA Standard. OSHA has identified 0.5 ppm, calculated as an eight- hour time-weighted average ("TWA") concentration, as the "Action Level". Please review and understand the guidance contained in this MSDS, and refer to the OSHA Standard for regulatory requirements that might be applicable to your operation and use. Many studies and other evaluations have been performed concerning formaldehyde's potential to cause cancer. To review some of these studies and for further information go to www.osha.gov/SLTC/formaldehyde; http://monographs.iarc.fr; http://ntp- server.niehs.nih.gov; http://epa.gov/iris/subst/0419.htm; http://www.nap.edu/catalog.php?record—id=13142 and other authoritative websites. Conclusion/Summary : Not available Reproductive toxicity Conclusion/Summary : Not available Teratogenicity Conclusion/Summary : Not available Suecific target organ toxicity (single exposure) Product/ingredient name Category Route of exposure Target organs Formaldehyde Category 3 Respiratory tract irritation Phenol Category 1 eyes Snecific target organ toxicity (reneated exposure) Product/ingredient name Category Route of exposure Target organs Formaldehyde Category 2 respiratory tract skin Phenol Category 2 gastrointestinal tract kidneys eyes heart lungs Version: 5.1 Date of issuelDate of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Duritetm SC-830A Page:1I/16 liver skin Aspiration hazard Not available Information on likely routes of : Not available exposure Potential acute health effects Eye contact : Causes serious eye irritation. Inhalation : May cause respiratory irritation. May cause allergy or asthma symptoms or breathing difficulties if inhaled. Skin contact : May cause an allergic skin reaction. Ingestion : No known significant effects or critical hazards. Svmntoms related to the physical, chemical and toxicological characteristics Eye contact Adverse symptoms may include the following: pain or irritation watering redness Inhalation : Adverse symptoms may include the following: respiratory tract irritation coughing wheezing and breathing difficulties asthma Skin contact : Adverse symptoms may include the following: irritation redness Ingestion : No specific data. Delayed and immediate effects as well as chronic effects from short and lone-term exposure Short term exposure Potential immediate effects : Not available Potential delayed effects : Not available Lone term exposure Potential immediate effects : Not available Potential delayed effects : Not available Potential chronic health effects Conclusion/Summary : Not available General May cause damage to organs through prolonged or repeated exposure. Once sensitized, a severe allergic reaction may occur when subsequently exposed to very low levels. Carcinogenicity : May cause cancer. Risk of cancer depends on duration and level of exposure. Mutagenicity Suspected of causing genetic defects. Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Durite SC-830A Page:12/16 Teratogenicity Developmental effects Fertility effects Numerical measures of toxicity Acute toxicity estimates Not available No known significant effects or critical hazards. No known significant effects or critical hazards. No known significant effects or critical hazards. I Section 12. Ecological information Toxicity Product/ingredient name Result I Species I Exposure formaldehyde Acute LC50 6.7 mg/l - Fish - Striped bass 96h Acute LC50 6.9 mg/l - Fish - Zebra danio 6 d Acute No-observable-effect- concentration> 47.9 mg/l - Fish - Medaka, high- eyes 28 d Acute ECSO 5.8 mg/l Fresh water Aquatic invertebrates. Water flea 2 d Acute ECSO 4.9 mg/l Fresh water Aquatic plants - Algae 72 h Acute ECSO 4.3 mg/l Fresh water Aquatic plants - Algae 48 h Acute ECSO 19 mg/l - Micro-organism - Soil organisms 3 h Phenol Acute LCSO 8.9 mg/l Fresh water Fish - Rainbow trout,donaldson trout 96h Acute No-observable-effect- concentration 0.077 mg/l Fresh water Fish - Carp 60 d Acute EC50 3.1 mg/l Fresh water Aquatic invertebrates. Water flea 48 h Acute No-observable-effect- concentration 0.16 mg/l Fresh water Aquatic invertebrates. Water flea 16 d Acute ECSO 61.1 mg/l Fresh water Aquatic plants - Microalgae 96 h Acute EC50 21 mg/l Fresh water Micro-organism - Soil organisms 24h Chronic No-observable-effect- concentration 2.2 mg/l Fresh water Aquatic invertebrates. Water flea 2 d Conclusion/Summary Not available Persistence/degradability Conclusion/Summary Not available Bioaccumulative potential Product/ingredient name LogPow BCF Potential formaldehyde 10.35 <1 Version: 5.1 Date of issuelDate of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Duriti" SC-830A Page:13/16 Phenol 11.5 117.5 1 I Mobility in soil Soil/water partition coefficient : Not available (KOC) Other adverse effects No known significant effects or critical hazards. I Section 13. Disposal considerations Disposal methods : The generation of waste should be avoided or minimized wherever possible. Disposal of this product, solutions and any by-products should at all times comply with the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Dispose of surplus and non-recyclable products via a licensed waste disposal contractor. Waste should not be disposed of untreated to the sewer unless fully compliant with the requirements of all authorities with jurisdiction. Waste packaging should be recycled. Incineration or landfill should only be considered when recycling is not feasible. This material and its container must be disposed of in a safe way. Care should be taken when handling emptied containers that have not been cleaned or rinsed out. Empty containers or liners may retain some product residues. Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Section 14. Transport information The data provided in this section is for information only and may not be specific to your package size or mode of transport. You will need to apply the appropriate regulations to properly classify your shipment for transportation. International transport regulations Regulatory UN/NA Proper shipping name information number CFR 3082 ENVIRONMENTALLY HAZARDOUS SUBSTANCE, LIQUID, N.O.S. (Formaldehyde, Phenol) Classes/*PG Class 9 III Reportable Quantity (RQ) Formaldehyde, Phenol TDG Non-regulated IMOfIMDG Non-regulated IATA (Cargo) Non-regulated *PG: Packing group Special precautions for user Transport within user's premises: always transport in closed containers that are upright and secure. Ensure that persons transporting the product know what to do in the event of an accident or spillage. Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Durit/" SC-830A Page:14/16 I Section 15. Regulatory information 1 United States U.S. Federal regulations : United States - TSCA 12(b) - Chemical export notification: None required. United States - TSCA 5a2 - Final significant new use rules: Not listed United States - TSCA 50 - Proposed significant new use rules: Not listed United States - TSCA 5(e) - Substances consent order: Not listed SARA 311/312 Classification - Immediate (acute) health hazard, Delayed (chronic) health hazard SARA 313 Form R - Reportin2 recluirements Product name CAS number Formaldehyde 50-00-0 Phenol 108-95-2 Supplier notification Product name CAS number Phenol 108-95-2 Formaldehyde 50-00-0 SARA 313 notifications must not be detached from the SDS and any copying and redistribution of the SDS shall include copying and redistribution of the notice attached to copies of the SDS subsequently redistributed. California Prop. 65: WARNING: This product may contain one or more chemicals known to the state of California to cause cancer, birth defects or other reproductive harm. United States inventory (TSCA All components are active or exempted. 8b) International regulations International lists : Australia inventory (AICS): All components are listed or exempted. Canada inventory: All components are listed or exempted. Japan inventory: Not determined. China inventory (IECSC): All components are listed or exempted. Korea inventory (KECI): All components are listed or exempted. New Zealand Inventory (NZIoC): All components are listed or exempted. Philippines inventory (PICCS): Not determined. United States inventory (TSCA 8b): All components are active or exempted. Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 DuriteTh SC-830A Page:15/16 Taiwan inventory (TCSI): All components are listed or exempted. I Section 16. Other information I Hazardous Material Information System III (U.S.A. Ri Physical'haza-rdss Caution: HMIS® ratings are hauil nn a 0-4 ratinu eiale with 0 ronrocgn*rnr m,,,.,.1 .. ..1 A representing significant hazards or risks Although HMIS® ratings are not required on MSDSs under 2; CFR 1910.1200, the preparer may choose to provide them. HMIS® ratings are to be used with a fully implemented HMIS® program. HMIS® is a registered mark of the National Paint & Coatings Association (NPCA). HMIS® materials may be purchased exclusively from J. J. Keller (800) 327-6868. The customer is responsible for determining the PPE code for this material. For more information on HMIS® Personal Protective Equipment (PPE) codes, consult the HMIS® Implementation Manual. Full text of abbreviated H : Not applicable. statements History Date of printing : 02/09/2021 Date of issue/Date of revision : 07/31/2019 Date of previous issue : 10/29/2018 Version : 5.1 Prepared by Product Safety Stewardship Key to abbreviations : ATE = Acute Toxicity Estimate BCF = Bioconcentratjon Factor GHS = Globally Harmonized System of Classification and Labelling of Chemicals JATA = International Air Transport Association IBC = Intermediate Bulk Container IMDG = International Maritime Dangerous Goods LogPow = logarithm of the octanol/water partition coefficient MARPOL = International Convention for the Prevention of Pollution From Ships, 1973 as modified by the Protocol of 1978. ("Marpol' = marine pollution) RID = The Regulations concerning the International Carriage of Dangerous Goods by Rail UN = United Nations References : Not available Notice to reader The information provided herein was believed by Hexion Inc. ("Hexion") to be accurate at the time of preparation or prepared from sources believed to be reliable, but it is the responsibility of the user to investigate and understand other pertinent sources of information, to comply with all laws and procedures applicable to the safe handling and use of the product and to determine the suitability of the product for its intended use. All products supplied by Hexion are subject to Hexion's terms and conditions of sale. HEXION MAKES NO WARRANTY, EXPRESSED OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF FOR ANY PURPOSE OR CONCERNING THE ACCURACY OF ANY INFORMATION PROVIDED BY HEXION, except that the product shall conform to Hexion's specifications. Nothing contained herein constitutes an offer for the sale of any product. ® and TM Licensed trademarks of Hexion Inc. Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Duriti" SC-830A Page:16/16 Version: 5.1 Date of issue/Date of revision: 07/31/2019 Date ofprevious issue: 10/29/2018 Vt HEXON Page1/13 SAFETY DATA SHEET FOR INDUSTRIAL USE ONLY EPONTM Resin 164 [Section 1. Product and company identification I GUS product Identifier : EPONrM Resin 164 MSDS Number : K8127 Product type Epoxy Resin Material uses : Epoxy Resin Systems Mannfactui'er/SnpplierIlmpor Hexion Inc. ter 180 East Broad Street Columbus, Ohio 43215 USA Contact person : 4i1mati0n@hex10n.com Telephone For additional health and safety or regulatory inlbrmation, call 1888 443 9466. Emergency telephone number : For Emergency Medical Assistance Call Health & Safely Information Services 1-866-303-6949 For Emergency Transportation Information CHEMTREC US Domestic (800) 424-9300 CHEMTREC international (703) 527-3887 CANUTEC CA Domestic (613) 996-6666 I Section 2. Hazards identification 1 Classification of the substance or : SKIN CORROSION/IRRITATION -Category 2 mixture SERIOUS EYE DAMAGE' EYE IRRITATION - Category 2A SKIN SENSITIZATION - Category I GUS label elements Hazard pictogra nu Signal word Hazard statements I> Danger H315 Causes skin initation. H319 Causes serious eye irritation. H317 May cause an allergic skin reaction. Precautionary statements Vepsion: 14. 0 Date ofissueDaw of revision: 09.126/2015 Daieofpeiious issue: 02126/2015 EPOJV"' Resin 164 Page:2/13 General Not applicable. Prevention : Wear protective gloves. Wear eye or face protection. Do not breathe dust. Do not eat, drink or smoke when using this product. Wash hands thoroughly after handling. Contaminated work clothing should not be allowed out of the workplace. Response : Get medical attention if you feel unwell. IF ON SKIN: Wash with plenty of soap and water. Take off contaminated clothing. Wash contaminated clothing before reuse. If skin irritation or rash occurs: Get medical attention. IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If eye irritation persists: Get medical attention. Storage : Not applicable Disposal : Dispose of contents and container in accordance with all local, regional, national and international regulations. Other hazards which do not result : Unclassified Hazard - Combustible Dust In classification Combustible dust when finely divided and suspended in airFine dust clouds may form explosive mixtures with air.Product can explode if dust cloud is formed and ignited. Minimize airborne dust. Eliminate all tire/ignition sources including static discharges near product/package. Prevent dust accumulation. Retër to Handling Section 7 of the MSDS for more information. Handling and/or processing of this material may generate a dust which can cause mechanical irritation of the eyes, skin, nose and throat. [ection i Composition/information i fe ngredient. T Substance/mixture Mixture logredient %byweight CAS number Formaldehyde, polymer with (c.hloromethyl)oxirane and 100 37382-79-9 mpheno1 There are HO additional ingredients present which, within the current knowledge of the supplier and in the concentrations applicable, are classified as hazardous to health or the envirounient and hence require reporting In this section. Version, 14.0 Date ofDweofreviion: 02/2612015 Daze ofprevious issue: 0212 cc12015 EPOMrI Resin 164 Page.'3/13 Occupational exposure limits, if available, are listed In Section 8. Section 4. First aid measures Description of necessary first aid measures Eye contact Immediately flush eyes with plenty of water, occasionally lifting the upper and lower eyelids. Check for and remove any contact lenses. Continue to rinse for at [east 10 minutes. Get medical attention. Inhalation : Remove victim to fresh air and keep at rest in a position comfortable for breathing. if not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Get medical attention following exposure or if feeling unwell. if unconscious, place in recovery position and get medical attention immediately. Maintain an open airway. Loosen tight clothing such as a collar, tie, belt or waistband. Skin contact : Wash with plenty of soap and water. Remove contaminated clothing and shoes, Wash contaminated clothing thoroughly with water before removing it, or wear gloves. Continue to rinse for at least 10 minutes. Get medical attention. In the event of any complaints or symptoms, avoid further exposure. Wash clothing before reuse. Clean shoes thoroughly before reuse. Ingestion Wash out mouth with water. Remove dentures if any. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If material has been swallowed and the exposed person is conscious, give small quantities of water to drink. Stop if the exposed person feels sick as vomiting may be dangerous. Do not induce vomiting unless directed to do so by medical personnel. If vomiting occurs, the head should be kept low so that vomit does not enter the lungs. Get medical attention following exposure or if feeling unwell. Never give anything by mouth to an unconscious person. If unconscious, place in recovery position and get medical attention immediately. Maintain an open airway. Loosen tight clothing such as a collar, tie, belt or waistband. Indication of immediate medical attention and special treatment needed. If necessal Notes to physician Treat symptomatically. Contact poison treatment specialist immediately if large quantities have been ingested or inhaled. Specific treatments No specific treatment. Protection of first aid personnel No action shall be taken involving any personal risk or without suitable training. It may be dangerous to the person providing ad to give mouth-to-mouth resuscitation. Wash contaminated clothing thoroughly with water before removing it, or wear gloves. See toxicological Information (Section 11) [ictjon 5. Fire-fighting measures Extinguishing media Suitable extinguishing media : Use water spray or mist, &y chemical, foam or CO2. Unsuitable extinguishing media : Do not use water jet. Version: 14.0 Date oficsse/Dateofrevision: 02126/2015 Dare ofpt4o issue: 02126/2015 EPON'1 Resin 164 Page.4/33 Specific hazards arising from the : Combustible solid that bums. Fine dust clouds may form explosive chemical mixtures with air. Hazardous thermal Decomposition products may include the following materials: decomposition products carbon oxides halogenated compounds Special protective actions for fire- : Promptly isolate the scene by removing all persons from the vicinity fighters of the incident if there is a fire. No action shall be taken involving any personal risk or without suitable training. Special protective equipment for : Fire-fighters should wear appropriate protective equipment and self- flue-fighters contained breathing apparatus (SCBA) with a full face-piece operated in positive pressure mode. [Section 6 Accidental release measures Personal precautions pratecflvei1u1pn1ent andemeg. procedures For non-emergency personnel : No action shall be taken involving any personal risk or without suitable train tug. Evacuate surrounding areas. Keep unnecessary and unprotected pet-sonnet flow entering. Do not touch or walk through spilled material. Minimize airborne dust and eliminate all fire/ignition sources. Clean up spill as soon as possible using procedures described below. Avoid breathing dust. Provide adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Put on appropriate personal protective equipment. For emergency responders If specialised clothing is required to deal with the spillage, take note of any information in Section 8 on suitable and unsuitable materials. See also the information in "For non-emergency personnel". Environmental precautions Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Inform the relevant authorities if the product has caused environmental pollution (sewers, waterways, soil or air). Methods and materials for containment and de*pjngu Small spin Move containers fi'om spill area. Do not use air hoses for cleaning. Minimize dry sweeping 10 avoid generation of dust clouds. Vacuum dust-accumulating surfaces and remove to a chemical disposal area. Use spark-proof tools and explosion-proof equipment. Vacuums with explosion-proof motors should be used. Dispose of via a licensed waste disposal contractor. Large spill Move containers from spill area. Approach release from upwind. Prevent entry into sewers, water courses, basements or confined areas Avoid creating dusty conditions and prevent wind dispersal. Do not use air hoses for cleaning. Minimize dry sweeping to avoid generation of dust clouds. Vacuum dust-accumulating surfaces and remove to a chemical disposal area. Use spark-proof tools and explosion-proof equipment. Vacuums with explosion-proof motors should be used. Dispose of via a licensed waste disposal contractor. Note: see section 1 of SDS for emergency contact information and section 13 of SDS for waste disposal. Section 7. Handling and storage Vejon: 140 Daze of issue/Date of revision: 02/2512015 Date ofprevious Issue: 02125/2015 EPOIN'rm 164 Page.51J3 Precautions for safe handling Protective measures : Put on appropriate personal protective equipment (see section 8 of SDS).Persons with a history of skin sensitization problems should not be employed in any process in which this product is used.Do not get in eyes or on skin or clothingDo not ingest.Avoid the creation of dust when handling and avoid all possible sources of ignition (spark or flame).Prevent dust accwnulation.Use only with adequate ventilation.Wear appropriate respirator when ventilation is inadequate.Keep in the original container or an approved alternative made from a compatible material, kept tightly closed when not in use.Electrical equipment and lighting should be protected to appropriate standards to prevent dust coining into contact with hot surfaces, sparks or other ignition sources.Take precautionary measures against electrostatic discharges.To avoid fire or explosion, dissipate static electricity during transfer by grounding and bonding containers and equipment before transferring material.Empty containers retain product residue and can be hazardous.1)o not reuse container. COMBUSTIBLE DUST HANDLING PROCEDURES: Combustible dusts at sufficient concentrations can form explosive mixtures with air. High dust concentrations should be avoided. Follow US NFPA Standard 654, 'Standard for the Prevention of Fire and Dust Explosions from the Manufacturing, Processing, and Handling of Combustible Particulate Solids," UK HSE Guidance HSG 103, approved Codes of Practice (ACOPS) established for Explosive Atmospheres under the ATEX Directive 1999/921EC for worker protection and ATEX Directive 4/9/EC that regulates equipment and protection systems used in potentially explosive atmospheres or other national guidance on safe handling of combustible dusts. Train workers in the recognition and prevention of hazards associated with combustible dust in the plant. Minimize airborne dust and eliminate all ignition sources. Keep away from heat, hot surthces, sparks, and flame. Establish good housekeeping practices. Remove dust accumulations on a regular basis by vacuuming or gentle sweeping to avoid creating dust clouds. Use continuous suction at points of dust generation to capture and minimize the accumulation of dusts. Particular attention should be given to overhead and hidden horizontal surfaces to minimize the probability of a "secondary explosion. According to NFPA Standard 654, dust layers 1/32 in.(0S mm) thick can be sufficient to wan-ant innnediate cleaning of the area. Control sources of static electricity. This product or the package itself can accumulate static charges, and static discharge can be a source of ignition. Solids handling systems must be designed in accordance with applicable NFPA standards (including 654 and 77) and other national guidance. Do not empty directly into flammable solvents or in the presence of flammable vapors. The operator, the packaging container and all equipment must be grounded with electrical bonding and grounding systems. Plastic bags and plastics cannot be grounded, and antistatic bags do not completely protect against development of static charges. Advice on general occupational : Eating, drinking and smoking should be prohibited in areas where this Version; 14.0 Date ofisne/Di.ueofrevLion: 02/2O/2015 Date ofprevious issue: 02/2612015 EPON' Resin 164 Page.6/23 hygiene material is handled, stored and processed. Workers should wash hands and face before eating, drinking and smoking. Remove contaminated clothing and protective equipment before entering eating areas. See also Section 8 for additional information on hygiene measures. Conditions for safe storage, Store in accordance with local regulations. Store in a segregated and including any incompatibilities approved area. Store in original container protected from direct sunlight in a dry, cool and Il-ventilated area, away from incompatible materials (see section 10 of SDS) and food and drink. Eliminate all ignition sources. Separate from oxidizing materials. Keep away from heat, hot surfaces, sparks and flame. Keep container tightly closed and sealed until ready for use. Containers that have been opened must be carefully resealed and kept upright to prevent leakage. Do not store in unlabeled containers. Use appropriate containment to avoid environmental contamination. [Section 8. Exposure controls/personal protection 1 Control 1)anuneters Oecsiaflonal exposure limits (thlommethyl)oxirane and methyiphenol 0 Time Weighted Average (TWA) Time Weighted Average (TWA) Time Weighted Average (TWA) Time Weighted Average (TWA) 3 ppmForm: respirable particulate 10 ppmFonn: inhalable particulate 5 ppmFonn: respirable particulate 15 ppmFonn; total dust Recommended monitoring If this product contains ingredients with exposure limits, personal, procedures workplace atmosphere or biological monitoring may be required to determine the effectiveness of the ventilation or other control measures and/or the necessity to use respiratory protective equipment. Reference should be made to appropriate monitoring standards. Reference to national guidance documents for methods for the determination of hazardous substances will also be required. Appropriate engineering controls if user operations generate dust, fumes, gas, vapor or mist, use process enclosures, local exhaust ventilation or other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits. Environmental exposure controls Emissions from ventilation or work process equipment should be checked to ensure they comply with the requirements of environmental protection legislation. In some cases, fume scrubbers, filters or engineering modifications to the process equipment will be necessary to reduce emissions to acceptable levels. Individual orotection measures Hygiene measures Wash bands, forearms and lace thoroughly after handling chenmical products, before eating, smoking and using the lavatory and at the end of the working period. Appropriate techniques should be used to remove potentially contaminated clothing. Contaminated work clothing should not be allowed out of the workplace. Wash contaminated clothing before reusing. Ensure that eyesh stations and safety showers are close to the workstation location. te,sioa: 14.0 Daze of issue.'Date of revis ion: 02126/2015 Date ofpreirous Issue: 02126/2015 EPOM' Resin 164 Page: 7/13 Eye/face protection Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes, mists, gases or dusts. If contact is possible, the following protection should be worn, unless the assessment indicates a higher degree of protection: chemical splash goggles. Skin protection Hand protection : Chemical-resistant, impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Considering the parameters specified by the glove manullicturer, check during use that the gloves are still retaining their protective properties. It should be noted that the time to breakthrough for any glove material may be different for different glove manufacturers. In the case of mixtures, consisting of several substances, the protection time of the gloves cannot be accurately estimated. Body protection : Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product., For PPE selection see National Fire Protection Association (NFPA) 2113, Standard on Selection, Care, Use and Maintenance ofFlame-E.esista.nt Garments for Protection of Industrial Personnel Against Flash Fire. Other skin protection Appropriate footwear and any additional skin protection measures should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Respiratory protection : Use a properly fitted, particulate filter respirator complying with an approved standard if a risk assessment indicates this is necessary. Respirator selection must be based on known or anticipated exposure levels, the hazards of the product and the safe working limits of the selected respirator. Section 9. Physical and chemical properties Appearance Physical state Color Odor Odor threshold pH Melting point! Freezing point Boiling point Flash point Burning time Burning rate Evaporation rate Flammability (solid, gas) Lower and upper explosive (flammable) limits Flakes. Reddish-brown Odorless! Odourless Not available Not available 82 °C (179.60 F) Not available Not defined for solids Not available Not available Not available Not available Lower: Not defined for solids (See NEC) Upper: Not ,defined for solids J'erion: 140 Date of issue/Daze of revision: 02126/2015 Daie ofprevlos&s issue: 02/26/2015 EPONrtResin 164 Vapor pressure Vapor density Relative density Solubility Solubility In water Partition coefficient: n- octanoh/water Auto-Ignition temperature Decomposition temperature SADT Viscosity Other inforniatlon *nimnm Explosive Concentration MC) 1flnfnium Ignition Energy (MIlE) Mlnlmnm Ignition Temperature (MIT) *Minimum Ignition Temperature Layer Kst *Pm I Page:8/13 Negligible Not available Not available Not available Negligible Not available Not available Not available Not available Dynamic: Not available Kinematic: Not available 0.015 - 0.100 kg1m3(typical range) 3 150 rni (typical range) 490 550 °C (typical range) Not available 43 - 243 ni.bjs(typical range) 0 - 128 psi (typical range) Section 10. Stability and reactivity Reactivity Stable under normal conditions. Chemical stability The product is stable. Possibility of hazardous reactions : Hazardous reactions or instability may occur under certain conditions of storage or use. Conditions to avoid Avoid the creation of dust when handling and avoid all possible sources of iiitioii (spark or flame. Prevent dust accumulation. See Section 7 Handling. Incompatible materials Reactive or incompatible sith the following materials: oxidizing materials acids Hazardous decomposition products : Under normal conditions of storage and use, hazardous decomposition products should not be produced. Section 1Toxicgçalinformation Information on toxicological effects Acute toxicity Version: 14.0 Date ofi,saeiDa:eofreis1on: 02/2612015 Daze ofprevloiu Issue: 02126/2015 EPO1V'ReIn 164 Page.9/13 Product/ingredient name I Result Species I Dose I Exposure Formaldehyde, polymer with (cbloromethyl)oxirane and methylphenol LD50ral Rat >10,000mg/kg - LD50Derma1 Rabbit >10,000mg/kg - Conclusion/Summary Not available Irritation/Corrosion Conclusion/Summary Skin Not available eves Not available Respiratory Not available Sensitization Conclusion/Summary Skin Not available Respiratory : Not available Mutagenicllv Conclusion/Summary Not available Carcinogenlcitv Conclusion/Summary Not available productive toxicity Conclusion/Summary Not available Tesatogenicity Conclusion/Summary Not available Specific target organ toxi cliv (sing)e exposu Not available Specific target organ toxicity (repeated exposure) Not available Aspiration hazard Not available Information on the likely routes of Not available exposure Potential acute health effects Eye contact : Causes serious eye irritation. Inhalation No knowi significant effects or critical hazards. Skin contact Causes skin irritation. May cause an allergic skin reaction. Ingestion initating to mouth, throat and stomach. Symptoms related to the physical, chemical and toxicological characteristics Version: 14.0 Date of Iss4e'Daze of reviiion: 02126/2015 Date ofpiei1ou. 133 ue; 02126/2015 EPOIVkI Resin 164 Page: 10/13 Eye contact Adverse symptoms may include the following: pain or irritation watering redness Inhalation : No specific data. Skin contact : Adverse symptoms may include the following: iiTitatio.n redness Ingestion No specific data. Debived and Immediate effects and also chronic effects from short and lona term exposure Short term exposure Potential Immediate effects : Not available Potential delayed effects Not available Long term exposure Potential Immediate effects Potential delayed effects Potential chronic health effects Conclusion/Summary General Ca rcinogenicity Mutageulcity Tciatogenlcfty Developmental effects Fertility effects Numerical measures of toxkltv Acute toxicity estimates Not available Not available Not available Not available Causes damage to organs through prolonged or repeated exposure: Once sensitized, a severe allergic, reaction may occur when subsequently exposed to very low levels. No known significant effects or critical hazards. No known significant effects or critical hazards. No known significant effects or critical hazards. No known significant effects or critical hazards. No known significant effects or critical hazards. Section 12. Ecological information Toxicity Conclusion/Summary Not available Perslsteuce/degiadabilfty Conclusion/Summary : Not available Version: 140 Date of issue/Daze of revIsion: 02/2612015 Dale ofprevious issue: 02/2612015 EP01V"' Resin 164 Page :11113 Mobility in soil Soil/water partition coefficient Not available (KOC) Other adverse effects No known significant effects or critical hazards. Section 13. Disposal considerations Disposal methods : The generation of waste should be avoided or minimized wherever possible. Disposal of this product, solutions and any by-products should at all times comply with the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Dispose of surplus and non-recyclable products via a licensed waste disposal contractor. Waste should not be disposed of untreated to the sewer unless fully compliant with the requirements of all authorities with jurisdiction. Waste packaging should be recycled. Incineration or landfill should only be considered when recycling is not feasible. This material and its container must be disposed of in a safe way. Care should be taken when handling emptied containers that have not been cleaned or rinsed out. Empty containers or liners may retain some product residues. Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. I Section 14. Transport The data provided in this section is for infonnalion only and may not be specific to your package size or mode of transport. You will need to apply the appropriate regulations to properly classify your shipment for transportation. International transport regulations Regulatory UN/NA Proper shipping name Information number CFR Non-regulated TDG Non-regulated IMO/iMDG Non-regulated IATA (Cargo) Non-regulated *PG: Packing group Classes/*PG Reportable Quantity (RQ) Special precautions for user : Transport within user's premises: always transport in closed containers that are upright and secure. Ensure that persons transporting the product know what to do in the event of an accident or spillage.' ISection 15. Regulatory information United States Version: 14.0 Date of £s Dare of revis ion: 0212&2015 Date ofpreious issue: 02/26/2015 EPOMM Resin 164 Page .12/13 U.S. Federal regulations : United States - TSCA 12(b) - Chemical export notification: None required. United States - TSCA 5(a)2 Final significant new use rules: Not listed United States TSCA 5(a)2 Proposed significant HCW use rules: Not listed United States - TSCA S(e) - Substances consent order: Not listed California Prop. 65: : WARNING: This product contains less than 0.1% of a chemical known to the State of California to cause cancer., WARNING: This product contains less than 1% of a chemical known to the State of California to cause birth defects or other reproductive harm. Ingredient name jCancer I Reproductive [i'o significant risk I level [Maximum acceptable dosage level [piane 24chloro yj__Yes Yes J 9 big/day Jj'jo United Slates inventory (TSCA : All components are listed or exempted. Sb) Canada WIIMIS (Canada) : Class D-2B: Material causing oilier toxic effects (Toxic). Canadian lists Canadian NPRI : None required. CEPA Toxic substances : None required. International regulations International lists : Australia Inventory AICS: All components are listed or exempted. Canada Inventory: All components are listed or exempted. Japan Inventory: All components are listed or exempted. China Inventory (IECSC): All components are listed or exempted. Korea Inventory: All components are listed or exempted. New Zealand Inventory NZIoC): All components are listed or exempted. Philippines Inventory (PICCS): Not determined, United Stales Inventory (TSCA Sb): All components are listed or exempted. Taiwan Inventory (CSNN): All components are listed or exempted. Section 16. Other information Hazardous Material Information System 111 (U.S.A.): * 2 ±. Physical hazards 0 Caution: HMIS19 ratings are based on a 0-4 rating scale, with 0 representing minimal hazards or risks, and 4 representing significant hazards or risks Although HMIS® ratings are not required on MSDSS under 29 CFR Version: 14.0 Daze of issue aze of revzsion: 02/26/2015 Date ofprevious Issue: 02/26/2015 .' EPON'Resin 164 Page .13/13 1910.1200, the preparer may choose to provide them. HMIS® ratings are to be used with a fully Implemented HMIS® program. IIMIS® is a registered mark of the National Paint & Coatings Association (NPCA). HMIS® materials may be purchased exclusively from J. J. Keller (800) 327-6868. The customer is responsible for determining the PPE code for this material Full text of abbrevIated 11 : Not applicable. statements History Date of printing : 03/04/2015 Date of issue/Date of revision 02/26/2015 Date of previous issue 02126/2015 Version : 14.0 Prepared by : Product Safety Stewardship Key to abbreviations ATE ACute Toxicity Estimate BCF - Bioconcentration Factor OHS Globally f4anntied System of CIatsifretion and Labelling of Chemicals IATA international Air Transport Association IBC = intermediate Bulk Container Ih100 International Maritime Dangerous Goods LogPow = loaaüthm of the octano1/nter partition coefficient MARPOL 73/78 International Convention for the Prevention of Pollution From Ships, 1973 U modified by the Protocol of 1978. ('Marpol' - mama pollution) RID The Regulations concerning the International Carriage of Dangerous Goods by Rail UN (ltutedNations References Not available Notice to reader The information provided herein was believed by Hexion Inc. 'Hexion) to be accurate at the time of preparation or prepared from sources believed to be reliable, but it is the responsibility of the user to investigate and understand other pertinent sources of information to comply with all laws and procedures applicable to the safe handling and use of the product and to detennine the suitability of the product for Its intended use. All products supplied by Hexion are subject to Hexion's terms and conditions of sale. HEXION MAKES NO WARRANTY, EXPRESSED OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF FOR ANY PURPOSE OR CONCERNING THE ACCURACY OF ANY INFORMATION PROVIDED BY HEXION, except that the product shall conform to Hexion's specifications. Nothing contained herein constitutes an offer for the sale of any product ® and (TM) Licensed trademarks of Flexion Inc.. Version: 14.0 Dare of issue/Date of revjuan: 02126/2015 Date ofprevious Issue: 02126/2015 SAFETY DATA SHEET Creation Date 21-Oct-2009 Revision Date 11-Apr-2018 Revision Number 5 I 1. Identification Product Name Hexamethylenetetramine Cat No.: CAS-No Synonyms Recommended Use Uses advised against H288-500, H290-500 100-97-0 HMTA; Hexamine; Methenamine Laboratory chemicals. Food, drug, pesticide or biocidal product use Details of the supplier of the safety data sheet Company Fisher Scientific One Reagent Lane Fair Lawn, NJ 07410 Tel: (201) 796-7100 Emergency Telephone Number CHEMTREC®, Inside the USA: 800-424-9300 CHEMTREC®, Outside the USA: 001-703-527-3887 is chemical is considered hazardous by the 2012 OSHA Hazard Communication Standard (29 CFR 1910.1200) Flammable solids Category 2 Skin Sensitization Category 1 Combustible dust Yes Label Elements Signal Word Warning Hazard Statements Flammable solid May form combustible dust concentrations in air May cause an allergic skin reaction Page 1/7 Hexamethylenetetramine Revision Date 11-Apr-2018 Precautionary Statements Prevention Avoid breathing dustIfume/gaslmistivapors/spray Contaminated work clothing should not be allowed out of the workplace Keep away from heatlsparkslopen flames/hot surfaces. - No smoking Ground/bond container and receiving equipment Use explosion-proof electrical/ventilating/lighting/equipment Wear protective gloves/protective clothing/eye protection/face protection Skin IF ON SKIN: Wash with plenty of soap and water If skin irritation or rash occurs: Get medical advice/attention Wash contaminated clothing before reuse Fire In case of fire: Use CO2, dry chemical, or foam for extinction Storage Store in a well-ventilated place. Keep container tightly closed Disposal Dispose of contents/container to an approved waste disposal plant Hazards not otherwise classified (HNOC None identified I 3. Composltlonhlnformatlon on Ingredients I I 4. First-aId measures General Advice If symptoms persist, call a physician. Eye Contact Rinse immediately with plenty of water, also under the eyelids, for at least 15 minutes. Get medical attention. Skin Contact Wash off immediately with plenty of water for at least 15 minutes, If skin irritation persists, call a physician. Inhalation Move to fresh air. If not breathing, give artificial respiration. Get medical attention if symptoms occur. Ingestion Clean mouth with water and drink afterwards plenty of water. Get medical attention if symptoms occur. Most Important symptoms and None reasonably foreseeable. May cause allergic skin reaction. Symptoms of allergic effects reaction may include rash, itching, swelling, trouble breathing, tingling of the hands and feet, dizziness, lightheadedness, chest pain, muscle pain or flushing Notes to Physician Treat symptomatically S. Fire-fighting measures Suitable Extinguishing Media Use water spray, alcohol-resistant foam, dry chemical or carbon dioxide. Unsuitable Extinguishing Media No information available Flash Point 250 °C / 482 OF Method - No information available Page 217 Hexamethylenetetramine Revision Date 11-Apr-2018 Autoignition Temperature 400 0C I 752 °F Explosion Limits Upper No data available Lower No data available Sensitivity to Mechanical Impact No information available Sensitivity to Static Discharge No information available Specific Hazards Arising from the Chemical Flammable. Containers may explode when heated. Dust can form an explosive mixture in air. Fine dust dispersed in air may ignite. Hazardous Combustion Products Carbon monoxide (CO) Carbon dioxide (CO2) Nitrogen oxides (NOx) Ammonia Formaldehyde Protective Equipment and Precautions for Firefighters As in any fire, wear self-contained breathing apparatus pressure-demand, MSHA/NIOSH (approved or equivalent) and full protective gear. NFPA Health Flammability Instability Physical hazards 2 2 1 N/A 6. Accidental Personal Precautions Use personal protective equipment. Avoid dust formation. Ensure Environmental Precautions Should not be released into the environment. Methods for Containment and Clean Sweep up or vacuum up spillage and collect in suitable container for disposal. Keep in Up suitable, closed containers for disposal. 7. Handllno and Handling Storage Wear personal protective equipment. Avoid ingestion and inhalation. A Ensure adequate ventilation. Do not get in eyes, on skin, or on clothing. Keep containers tightly closed in a dry, cool and well-ventilated place. Flammables area. Keep away from heat and sources of ignition. I S. Exposure controls I personal protection Engineering Measures Personal Protective Equipment Eye/face Protection Skin and body protection Respiratory Protection Hygiene Measures Ensure that eyewash stations and safety showers are close to the workstation location. Ensure adequate ventilation, especially in confined areas. Use explosion-proof electrical/ventilating/lightinglequipment. Wear appropriate protective eyeglasses or chemical safety goggles as described by OSHA's eye and face protection regulations in 29 CFR 1910.133 or European Standard EN 166. Long sleeved clothing. The absence of published exposure limits does not mean that a substance poses no inhalation hazard. If inhalation exposure is likely or if irritation or other symptoms are experienced, wear a NIOSH/MSHA or European Standard EN 149 approved respirator. Handle in accordance with good industrial hygiene and safety practice. Page 3/7 Hexamethylenetetramine Revision Date 11-Apr-2018 I 9. Physical and chemical properties Appearance White Odor Ammonia-like Odor Threshold No information available pH 7-10 10% aq. solution Melting Point/Range No data available Boiling Point/Range No information available Flash Point 250 °C I 482 OF Evaporation Rate Not applicable Flammability (solld,gas) No information available Flammability or explosive limits Upper No data available Lower No data available Vapor Pressure 0.0035hPa @ 20°C Vapor Density Not applicable Specific Gravity 1.330 Solubility Soluble in water Partition coefficient; n-octanollwater No data available Autoignitlon Temperature 400 °C I 752 OF Decomposition Temperature 260 (sublimation) °C Viscosity Not applicable Molecular Formula C6H12N4 Molecular Weight 140.19 I 10. Stability and reactivity I Reactive Hazard None known, based on information available Stability Stable under normal conditions. Moisture sensitive. Conditions to Avoid Avoid dust formation. Keep away from open flames, hot surfaces and sources of ignition. Incompatible products. Excess heat. Exposure to moisture. Incompatible Materials Strong oxidizing agents, Strong acids Hazardous Decomposition Products Carbon monoxide (CO), Carbon dioxide (CO2), Nitrogen oxides (NOx), Ammonia, Formaldehyde Hazardous Polymerization No information available. Hazardous Reactions None under normal processing. I 11. Toxicological Information I Product Information Toxicologically Synergistic No information available Products Delayed and immediate effects as well as chronic effects from short and long-term exposure Irritation No information available Sensitization No information available Carcinogenicity The table below indicates whether each agency has listed any ingredient as a carcinogen. Page 417 Hexamethylenetetramine Revision Date 11-Apr-2018 Mutagenic Effects Reproductive Effects Developmental Effects Teratogenicity STOT - single exposure SlOT - repeated exposure Aspiration hazard No information available. No information available. No information available. None known None known No information available Symptoms I effects,both acute and Symptoms of allergic reaction may include rash, itching, swelling, trouble breathing, tingling delayed of the hands and feet, dizziness, lightheadedness, chest pain, muscle pain or flushing Endocrine Disruptor Information No information available Other Adverse Effects The toxicological properties have not been fully investigated. 12. Ecological Information Ecotoxlcity Component Freshwater Algae Freshwater Fish Microtox Water Flea Methenamine Not listed Pimephales promelas: EC50=49.8 gfL/96h Not listed EC50 = 36 g/Lf48h Persistence and Dearadabllitv Soluble in water Persistence is unlikely based on information available. Bloaccumulation! Accumulation No information available. Mobility Will likely be mobile in the environment due to its water solubility. Component ba Pow Methenamine -2.2 I 13. Disposal considerations I Chemical waste generators must determine whether a discarded chemical is classified as a hazardous waste. Chemical waste generators must also consult local, regional, and national hazardous waste regulations to ensure complete and accurate classification. I 14. Transnort Information I UN-No Proper Shipping Name Hazard Class Packing Group MG UN-No Proper Shipping Name Hazard Class Packing Group lATA UN-No Proper Shipping Name Hazard Class UN1328 HEXAMETHYLENETETRAMINE 4.1 Ill UN1328 HEXAMETHYLENETETRAMINE 4.1 Ill UN1328 Hexamethylenetetramine 4.1 Page 5/7 Hexamethylenetetramine Revision Date 11-Apr-2018 Packing Group III lMDG/lMO UN-No UN1328 Proper Shipping Name Hexamethylenetetramine Hazard Class 4.1 Packing Group lii I IS. Regulatory Information All of the components in the product are on the following Inventory lists: X = listed International Inventories Legend: X - Usted E -Indicates a substance that Is the subject of a Section 5(e) consent order under TSCA. F - Indicates a substance that is the subject of a Section 5(f) Rule under TSCA. N - Indicates a polymeric substance containing no free-radical initiator In its Inventory name but Is considered to cover the designated polymer made with any free-radical Initiator regardless of the amount used. P - Indicates a commenced PMN substance R - Indicates a substance that Is the subject of a Section 6 risk management rule under TSCA. S - Indicates a substance that is identified In a proposed or final Significant New Use Rule I - Indicates a substance that is the subject of a Section 4 test rule under TSCA. XU - Indicates a substance exempt from reporting under the Inventory Update Rule, i.e. Partial Updating of the TSCA Inventory Data Base Production and Site Reports (40 CFR 710(8). VI - Indicates an exempt polymer that has a number-average molecular weight of 1,000 or greater. Y2 - Indicates an exempt polymer that is a polyester and is made only from reactants Included In a specified list of low concern reactants that comprises one of the eligibility criteria for the exemption rule. U.S. Federal Reauiatlons TSCA 12(b) Not applicable SARA 313 Not applicable SARA 311/312 Hazard Categories See section 2 for more information CWA (Clean Water Act) Not applicable Clean Air Act Not applicable OSHA Occupational Safety and Health Administration Not applicable CERCLA Not applicable California Proposition 65 This product does not contain any Proposition 65 chemicals U.S. State Right-to-Know Regulations r Comoonent I Massachusetts I New Jersey I PennsYlvania I Illinois 1 Rhode Island U.S. Department of Transportation Reportable Quantity (RQ): N DOT Marine Pollutant N DOT Severe Marine Pollutant N U.S. Department of Homeland Security Page 617 Hexamethylenetetramine Revision Date 11 This product does not contain any DHS chemicals. Other International Regulations Mexico - Grade Slight risk, Grade I 16. Other Information Prepared By Regulatory Affairs Thermo Fisher Scientific Email: EMSDS.RAthermofisher.com Creation Date 21-Oct-2009 Revision Date 11-Apr-2018 Print Date 11-Apr-2018 Revision Summary This document has been updated to comply with the US OSHA HazCom 2012 Standard replacing the current legislation under 29 CFR 1910.1200 to align with the Globally Harmonized System of Classification and Labeling of Chemicals (GHS). Disclaimer The Information provided In this Safety Data Sheet is correct to the best of our knowledge, information and belief at t h e date of Its publication. The information given is designed only as a guidance for safe handling, use, processing, sto r a g e , transportation, disposal and release and Is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used In combination with any o t h e r materials or in any process, unless specified in the text End of SDS Page 7/7 1" qTIA-1 I;IA[ 41.1 e 1280 N. Sunshine Way o Anaheim, CA 92806 Cell 714-240-1546 o Office 714-237-1690 x102 ° Jeffcdustcollectorservices.com CA Lic. 684630 ° AZ Lic. 282359 June 1, 2021 ADVANCED HONEYCOMB TECHNOLOGIES 1964 Kellogg Ave Carlsbad, CA 92008 Attn: ARMANDO GALVAN Proposal No. KL0521273-R2 Re: TORIT DFE 3-18 DUST COLLECTION SYSTEM Dear Mr. Galvan, Per your request, we are pleased to offer our proposal to provide a Torit Model DFE 3-18 dust collection system in your facility as follows: Standard National Blue Finish (2000-Hour Salt Spray) Standard Hopper with out Access Cover Standard Legs with 48" Clearance Below Hopper Outlet Membrex Explosion Vent with Weather Cover (18) Torit Ultra-Web NL Filters (MERV 15) Max Pulse Filter Cleaning System Intelligent Dropout Zone Dirty Air Inlet Plenum with 24" inlet NEMA 4 Solenoid Enclosure Delta P Plus Cleaning Control W/Timer Drum Sentry - Drum Full Indicator TBI-40 Fan with Damper DFE 3-18 DOWNFLO EVOLUTION DUST COLLECTOR Dust Collector Services, Inc, is pleased to recommend our Downflo® Evolution series dust collector, Model DFE 3-18, to meet the needs of your operation. The DFE 3-18 is selected to filter approximately 14,000 ACFM of dust. Filter Area: 4,572 square feet Filter Cartridge Material: Ultra-Web® Design Condition: Approx. 14,000 CFM @ 14"sp Air to Cloth: 3.06:1 SALES • AIR CLEANING EQUIPMENT • SERVICE FILTER-REPLACEMENTS • INSTALLATION • DUCTING & DESIGN DUST COLLECTOR SERVICES, INC 1280 N. Sunshine Way o Anaheim, CA 92806 Cell 714-240-1546 o Office 714-237-1690 x102 ° Jeffidustcoilectorservices.com CA Lie. 684630 ° AZ Lie. 282359 June 1, 2021 ADVANCED HONEYCOMB Attn: ARMANDO GAL VAN Re: TORIT DFE 3-18 DUST COLLECTION SYSTEM Page 2 of 6 TORIT® DIRECT DRIVE FAN - BACKWARD INCLINED The 40 HiP TBI designed to deliver approximately 14,000CFM comes as a complete package with a non-overloading backward inclined fan wheel, which provides high efficiency and direct drive motor that is computer balanced to ensure vibration free operation. A manually controlled exhaust outlet damper designed to moderate airflow is included. Fan to be side mounted (left/right) and specified at time of order. NFPA & OSHA COMPLIANT VIGIFLAP ISOLATION VALVE DCS to provide and install (1) 24" NFPA 69 Standard on Explosion Prevention Systems requires Deflagration Control by Passive Isolation which shall be designed for the interruption or mitigation of flame, deflagration pressures, pressure piling, and flame-jet ignition between enclosures that are interconnected by pipes or ducts. The EM-NRV Non Return Valves are 100% OSHA & NFPA 69 compliant & A TEX Certified and rated for Class ST 2 applications (Kst max 299 bar m/s, P-red 0.25 bar and is designed to be installed upstream of the dust collector. The Vigiflap has an internal flap that will be forced closed and sealed off from an approaching flame front, preventing a deflagration from entering upstream equipment and spaces. The Vigiflap is heavy duty welded steel construction with flanged inlet & outlet, inspection/access door, grounding lug, locking mechanism. CONTROL PANEL Control Panel with Status lights (Green = System OK / RED = System Trouble), Required Relays, Fusing and Intrinsic safe barrier for explosive environments. Includes (2) Terminals for Microswitch connection, Intrinsic circuit with barrier and physical separation of wiring for Capacitive Dust Level Sensor, output for system shut down and monitoring, Drawing with Class, Division, and Group of the explosive environment, Installation instructions, NEMA 4 outdoor rated enclosure, and UL label. Control requires 120VAC input power Standard. 24VDC Input power is available and must be noted at time of order (shipped loose). SALES • AIR CLEANING EQUIPMENT. SERVICE 9 IrTAIt.AT1flN • 11ITCTIN(2 X. flJ1(1%J DUST C t SERVICES, I NCi 1 1280 N. Sunshine Way o Anaheim, CA 92806 Cell 714-240-1546 o Office 714-237-1690 x102 ° Jeff(idustcollectorservices.com CA Lie. 684630 ° AZ Lie. 282359 June 1, 2021 ADVANCED HONEYCOMB Attn: ARMANDO GAL VAN Re: TORIT DFE 3-18 DUST COLLECTION SYSTEM Page 3 of 6 DUST LEVEL SENSOR Capacitive dust level sensor to ensure Non-Return Valve is not compromised by a layer of dust accumulation (shipped loose). MICROS WITCH Microswitch for Non-Return Valve for immediate shutdown (shipped loose). DUST COLLECTOR SETUP AND INSTALLATION The above-described Torit Model DFE 3-18 dust collector and its accessories shall be assembled and installed on the exterior of the building in the location as discussed with customer. The dust collector shall be lagged to a suitable concrete foundation via standard wedge anchors. The ground mount exhaust blower shall be installed directly behind the dust collector in the location as discussed with customer. No structural modifications to the existing foundation or building as may be required by a municipality or a structural engineer are included in this proposal. Customer is to provide a suitable forklift for staging & installation of dust collector. FILTER TO FAN DUCT Extending from exhaust outlet on the rear of the dust collector shall be a custom fabricated outlet plenum with dimensions 21" x 56" rectangle transitioning to a 26"0 inlet. Extending from the plenum shall be a 26" line, which shall drop down to the appropriate height, turn 90-degrees and connect to the inlet of the exhaust blower with a section of Duro-Dyne flex connection, used to dampen vibrations between the blower, ducting and dust collector. The exhaust discharge shall be left as is and directed upwards. The optional exhaust silencer will be installed at no additional charge, if purchased at time of original installation. MECHANICAL INSTALLATION Extending from the inlet plenum located on the top of the dust collector shall be a 24" main duct line. The 24" mainline shall run up the exterior wall to the top of the building, turn 90-degrees and run up and over the parapet of the roof. The 24" line shall run across the roof approximately 40-feet and penetrate the roof in the general area between the two (2) saws. SALES • AIR CLEANING EQUIPMENT • SERVICE FH .T1'PPF.PI ACFMF,NTS • INSTAT T ,ATTC)N • nTICTINC Ar fl1SHN DUST COLLECYOR SERVICES,INC 1 1280 N. Sunshine Way o Anaheim, CA 92806 Cell 714-240-1546 o Office 714-237-1690 x102 ° Jeff(idustco1lectorservices.com CA Lic. 684630 ° AZ Lie. 282359 June 1, 2021 ADVANCED HONEYCOMB Attn: ARMANDO GAL VAN Re: TORIT DFE 3-18 DUST COLLECTION SYSTEM Page 4 of 6 MECHANICAL INSTALLATION CONTINUED Once inside the building the 24" mainline shall immediately branch off into two (2) 16" lines and one (1) 6" line. The 6" line shall run across the facility to the location of the vertical saw, drop down and connect to the inlets located on the machine. Each 16" line shall run towards a saw and branch off into one (1) 12" line, one (1) 10" line, two (2) 4" lines and one (1) 6" line. The 10" line connect to the inlet located on the top of the saw. The 12" line shall drop down along the right side of the saw and branch off into one (1) 10" line and one (1) 4" line, which shall connect to the inlets located on the side of the saw. The 4" line shall drop along the left side of the saw and connect to the inlet located on the side of the saw. The 6" line shall run approximately 20-feet, drop down to the appropriate height and connect to a custom fabricated hood located on the underside of the blow-off station. Final connections to all machines shall be made via standard black flexible hose. Note the two (2) blow off stations and the new Vertical Saw is each allotted approximately 1,000 CFM. If the new Vertical Saw requires additional airflow it can be made up by decreasing the airflow for the two (2) blow off stations. VIGIFLAP INSTALLATION The Vigiflap Explosion Isolation Valve (described below) shall be installed in the 24" vertical duct line running up the exterior wall, a minimum of 7-feet and maximum of 24- feet from the dust collector, as required by manufacturer specifications. The Vigiflap shall be supported to the wall via with a support frame, custom fabricated from uni- strut. Any structural engineering or reinforcements to the wall as may be required by a structural engineer or municipality are the responsibility of customer. DUCTING Ducting will be class I as specified by the Uniform & Mechanical Codes. Ducting will consist of spiral duct and long radius elbows. The connecting joints will be fastened with TEK screws and silicone sealed. Ducting will be supported with '/2" EMT VEE braced to the wood beam ceiling approximately every 12'. Wall penetrations will be flashed with a wall plate for aesthetics and sealed with a silicone weatherproof seal. Access doors are not included in this proposal but can be added for an additional charge. SALES • AIR CLEANING EQUIPMENT • SERVICE 1?1I • INST A!.! .AT!(1N • 1)IJCT!NC & flFSffN ii'i i1 !!r ;IYJ [ 411 1280 N. Sunshine Way a Anaheim, CA 92806 Cell 714-240-1546 o Office 714-237-1690 x102 ° Jeff(),dustcollectorservices.eom CA Lic. 684630 ° AZ Lie. 282359 June 1, 2021 ADVANCED HONEYCOMB Attn: ARMANDO GAL VAN Re: TORIT DFE 3-18 DUST COLLECTION SYSTEM Page 5 of 6 PLEASE NOTE: The Scope of Work described in the above proposal shall be performed during DCS standard business hours (M-F 6:00am-4:00pm). If the Scope of Work is required to be performed outside of these hours, during Second Shift or Saturday/Sunday additional charges will apply. Any modifications to this proposal may incur additional charges. CONTRACTOR'S LICENSE Dust Collector Services, Inc. has a C-61 (Limited Specialty Classification), D-34 (Prefabricated Equipment Contractor which specifically list Dust Collection) and has recently acquired a B-General Building Contractors Classification for California State License Board. CUSTOMER TO PROVIDE Easy access for installation Ability to work during regular hours Monday-Friday 6am-4pm. Electrical connections including starters, switches and disconnects. Machines to be in place prior to ducting installation. Job to be able to begin and run continuously to completion. Airline pneumatic connections to dust collector. Make up air - or Dust Collector Services, Inc. separate quote. Pulse jet cleaning connections including air controls, air compressor, filters, regulators, or water extractor. Off load equipment when delivered direct from the factory. Suitable concrete foundation for dust collector. Costs related to obtaining permits or special approvals, if applicable. Fire sprinkler connections or fire detection system if required by municipality Painting, finish coats or corrosion protection Anything not specifically mentioned above. Price complete as listed above including Equipment, Materials, Sales Tax, Rentals & Installation, excluding Freight... $105,750.00 Estimated Freight (Freight costs may be subject to change) ... $ 5,795.00 SALES • AIR CLEANING EQUIPMENT. SERVICE 1'I! T1fl11'P1 AC1?1t41NT • 1N4ZTAIj.AT1r(N • 11tTrTINc k flESI(N .DUST COLLECOR SERVICES,I[1w1 1280 N. Sunshine Way o Anaheim, CA 92806 Cell 714-240-1546 ° Office 714-237-1690 x102 ° Jeff(dustcollectorservices.com CA Lie. 684630 ° AZ Lie. 282359 June 1, 2021 ADVANCED HONEYCOMB Attn: ARMANDO GALVAN Re: TORIT DFE 3-18 DUST COLLECTION SYSTEM Page 6 of 6 Terms: 25% Deposit, Balance Net 30 with Written Purchase Order F.O.B.: Factory. Best Way & PPA - Freight quote can be provided upon request. Delivery: Approximately 6-8 weeks ARO and approvals, sooner if possible Note: Equipment will not be ordered until the deposit has been received. See terms & conditions attached. Ell i4O1PIiU[IAi Quotations valid for 30 days from quote date unless otherwise noted. When placing an order please provide a signed purchase order issued to Dust Collector Services, Inc. with your deposit (including bill-to address, ship-to address, FOB origin, terms per attached and input voltage) along with current Sales Tax Exemption Certificate(s) if this is not a taxable transaction. Compliance with applicable codes and standards remains the responsibility of the process owner/operator. Among other considerations, the current NFPA standards require owners/operators whose processes involve potentially combustible materials to have a current Hazard Analysis, which can serve as the foundation for the process owner/operator's hazard mitigation strategies. If you should need additional information, please do not hesitate to contact me; thank you for considering Dust Collector Services for your current needs. Sincerely, DUST COLLECTOR SERVICES, INC. Jeffrey J. ScIiCèntz Jeffrey J. Schlentz SALES • AIR CLEANING EQUIPMENT. SERVICE I1.T1'1?P1'P1 AC1'1iH'NT • I1'ITAT.I ATIfliS.! • 111TCTIN( £, T11T(N 6/16/2021 Blue M DC-256 ASTM Convection Oven I ATEC Ck b cJ eo uaucc Test Euutpn2nt flontcts 01 OIueMDC-25BASTM Convection Oven )Blue M Request (bate Worldwide With Every Tech Support Delivery Rental (800) 404-2832 j Blue so, o.9 GIL Categories Industrial Ovens The Blue M DC-256 ASTM Convection Oven is an ASTM testing mechanical oven with an interior volume of 5.8 cu. ft. and an operating temperature range of 15°C above ambient to 350°C (6620F). Industrial oven applications for Blue M DC-256 units include ASTM testing, epoxy curing, moisture drying, UL testing, aging of electronic components and devices and more. These convection ovens meet AST 5243 Type I and Type II oven specifications, achieving the frequent air changes and tight temperature uniformity mandated by AST 5423 standards. A high volume fan creates a constant horizontal airflow across all sections of the oven, meeting ASTM 5423 Type I and II while tested according to ASTM 5374. View the Blue M 146 Series Specifications Documents Datasheet PH LtTFI1 PPflflhlCT! https://www.atecorp.com/products/blue-m/dc-256 1/1 U15 c L us LISTED ENCLOSED INDUSTRIAL CONTROL PANEL No. E 83996783 1 EC — Deciaratirn. of Conformity In compliance with the Directives of the Council of European Communities on the approximation of laws, regulations and administrative provisions of the Member States relating to the Machinery Directive, it has been stated that the; EXPANDER MACHINE ERD-36 intended to be used in machinery with declared characteristics under the conditions as given in our catalogues and on CE labels placed on the market by 1ERDEMTA MAKINA VE ELEKTRIK SANAY! T!CARET LTD. Ti. and produced in the factory KARADENIZLILER MAHALLESI ORDULULAR CADDESI NO:36 BAISKELE/ KOCAELI / TURKIYE is submitted by the manufacturer to a factory production control and to the further testing of samples taken at the factory in accordance with a prescribed test plan. The involved; 2006/42/BC This declaration attests that all provisions concerning the attestation of conformity and the performances described in this standards EN ISO 12100:2010 were applied and that the product fulfils all the prescribed requirements. This declaration was first issued on 17/06/2021 and remains valid as long as the conditions laid down in the harmonised technical specification in reference or the manufacturing conditions in the factory or the FPC it self are not modified significantly. See technical files for details about product types, identification, use, characteristics of possible declared intended uses. Authorized Representative frq— *tS. Jlr•!! -- 0.tt C.W,tb,Mt1IJfl P¼L.FI A*Itd. tO0e nfl coo 0.,.,o, ,....,fl,b,m !.*, 7044011 20cc coo, To,. DOt Coo) 700 Ccco,Ivoao cm F.Igi rwc spot 'tc000,,Dcm, n '4 D4t., coo 4. oo cooqo v.o, F..lfl c ot Foo.2 Coo & - 7 0OIMNCftflç))qfr't,n,0, taicc( I, Ott4.S -VkChnM 4 A Burner Model: WM-G 10/2-A, ZM Serial Number: 40499861 J9b Name: Advanced Honeycomb Technology I EPS Model P400HG1251-2C Maie 1999 dirrensions: 20 'x 20' x 8' Made of aluminized steel inside 4" walls ln5ulation is 1900F mineral wool Burner information below: - weishaupt - -weishaupt-- Order Acknowledgemerit Burner Operation & Maintenance Manual 7 J------ engineered production systems 10), 3/Or 3 Ac S,0.203 CHoe CA 92868-?,M 01.)939:1965 V.,(714)939 1965 errco.l er'p TEST REPORT CUSTOMER ADVANCED HO1JECOM0 TECH. ORDER NO 3052 MODEL NO P40014C125 1-2C SERIAL NO 722 ii sii' ioI,ot te.bSent - 400F I 11)311k LOAD NONE loS PACKAGE BTI(H 2,000,000 III I5I1RBANKS HONE VOLTAGE 440 V / 3 PH / 60 HZ [LII LOADCIJRRENT 40 Amps MOTOR Ill 10 FINISH DATE 12/99 MAIN TEMP CONTROL WEST Z2711 01611 LIMIr TIIERAIOSTAT WEST 144701 EXHAUST: NATORAL P05(11) X - NOTE Wheci osalgal, Cnt,Ic iS a bunt cxImluA siOlLill su Ph vulalllc ,IIaIcr,,Is Check c.p:Ic,n liSle ii.c.un4cd cii OICH lot propel Io:rd;op TEST TEMP. 350°F FIMETOIf.STTE'CIP MAXIMIJM1IiS1 [[KIP 350'F 131ST DOTE TESTED ElY c:L DAVRON TCUfJO(OOJtS, IcJC [Cu(;n °1r3 1Ct1mr'2t)ø'4 June 7, 2021 Mr. Armando Gaivan Advanced Honeycomb Tectnolces 1015 Linda Vista CA Sa.n Marcos, CA 92069 RE: Dii Equipment Aid Bid Number 2021007 Revision D Dear Mr. GaMn: In reference to your recent request, we are pleased to offer the following revised proposal for your consideralion This proposal for Cure Oven Systems with proposal options included as explained below, For clary, the technical proposal Is written to descilbe a single cure Chamber. Thiivron n ::', :crd frt4tc'i Tct ç:.1 epøn E L t2r cyn rz of dl tys Lc!t cr c& 30 Dgn it Of 1J3 pidmlq U Cn p, a ccts Cf .frnft) dn, cI Cr iilatw. cn pvt c±d In-fc r.th cur ci tt-t)i cn-c 8n,rI C:zi c fvse. Hy r1 L1Ø'cW on surc. a Optrzfr et-Weiitz an btci pros oiry ctrcnf op.rclln Sz= Pcts 0 Sc to &u1 rczrI florrrb Tchtjs cn a •fl Thicnf tJ o OTI F1 ci Ccrx (POC) ci t,tf ccd to cJ3 cO, flcSP.S hc4 t.3 c:iEig cni ctiitg p=si LCcI (IlL) Cad Stp a lr.!J Aum Gel OM P0rtncr Pi rj ewt tn - rncnc L', p!c cvi 25 t3 a DrVc ht=n bi t*LIg O3 r-nev 1949 a ZERO Rcc3. DTI ncfl31cs nl or "c:.-d 110 cgrci uponspn COLD C48 OEM Partner c Ut, L us LISTED UYL NFIRA MEMBER WT * 1VW 4563 Pinacie Lane - Chattanooga, T - (42) $70-188 -Fax 4;2) $70$ Designers and Manufacturers of Custom Precision Process Equipment r PII'i den Con'i, V.,q DAVRON tIQPsnoIoo3. tC June 1. 2021 (jjf) fl4' Mr. Mnardc Galwan jjjJu) J€ Ajiccd ftaycbmb Teehic1ogies 1015Linda Vista CA J r' Sam Wreas, CA 9260 RE: DTI Custom Equiprment Bid Id Numb-of 2U2Q21 W9 Revision Dear Mr. Gallivan- In eterce to your request, we are pleased to offer the toIlln9 rased proposal for your consideration.. The proposal Is for one 1) Batch Oven System, to meet the requested size and tempefaituie requlremanIs to be used br your drymg process i Proposal is based an information prodded by email regarding Him .apØcon Pronosal RevisIons The revision $ of the prpos?1 1ctudei the fo Wrtg dianes or addions ' Heat-up Time —The beat-up lime for the DrnQin as proposed will be in the range oil S 30 minutes to reach set point air temperature After set point air lernperalure is waft- d and W. mien ha staiiI,zed al set point sii temperature the oven All mair4an set point air temperature +1 5F or better, diimg operation To clanfy this wlt be + or better en cciipanng the set point ifr 1rnp€i!1.!4r to the Valtir lspiayd. Temperature Uniloirnity— Temperature uniformity will be adjusted at the factory duhng the hiftial starIup at the equipment M air balanee WN be mpleted. and mult-pouis tem*ratUre wbformity proRes Y6111 be recorded MusLments Mill be made to obtain the proper temperature uniformity, Wthin the heated chamber, The temperature undormit-y tthtn the heated diarnber will be !- WF. or better, *thin the lWaled chamber pout process space. Coobng Rate - The cooling tale is dependent on several vatiable5 Ind-uding cooling air temperature product desity, and exhaust role The system will 'be desIgned to inc ude an oerswe exhaust fan lo prcivide a higher exhaust rte 4503 Piiricl. Citr TN 3:7415 -. 4aAM160 Fox Q2347a43$$ Wdiern 2131 Am 7. 7021 Payment Tinn P0 with 50% Down Payment, Due on Receipt of DTI Imoke, Net 0 awst eqteQ 50% LC vdd from receipt of funds liii FAT of ALL ovens (date per DT schedule, sO to be set alter teceipt of P0, payments, et 300/6 Due at FAT of ALL Ovens at Oawi'on FacWtv, Due on Receipt Net U days, against AHTflCORD$A sinned approval (Equipment can only be loaded aftei appr@i and receipt of Ui 20% Due at SAT of ALL Ovens atAHiORDSA, funded rio later than 3D day after delinry for delays outside the control of DIE We appreciate the opportunity to bd on this project. Fleose reiieqihe above propoaal and fI free to conlect nie shmild you hare any quation or comnerds Cdfl b reached at 423-870.188 extensiom 205 Agam we appreciate the opportunity and look forward to working with Advanced Honeycomb Technologies, tnc, io.'the near ,Best regards, I David A. Craft 'Resident MM6F AM D - - C®LIS LISTED 11 T© CTC1TE Issued to ERDEMTA$ MAK1A VE ELEKIRII( SANAYL VE TICARET LTD. Ti Ausgesteilt für KARADEN!ZLtLER MAHALLESI ORDULULAR CADDESI NO:36 BASISKELE/KOCAELI /TURKIYE In accordance with PrtIfgrundlage EN ISO I2100:2010 Object DIPPING SYSTEM Gegenstand Serial number : ERD-37 Kennummer Certificate number :21-18-1735 Zerilfikatnummer Date of certificate : 17/0612021 Datum der zertifikate Valid until :16/06/2021 Gdltig bis Report number :2148-1735 Gescbaftszeichen I B.E.0 LIIJ. 452 SK NO-8 GEB / KoCAELI I TORKIYE- +9O.26L642.O4O2- www.beccutev B.E.0 BELGELENDIRME VE MUAYIENE H]IZMETLERI LTD. TL TEST REPORT Report reference no ................. 21484735 Tested by.............................. Approved by......................... Date of issue..........................17.06.2021 Testing Laboratory ... ... ... ......... DEC BELGELENDIRME YE MUAYENE HIZMETLERI LTD.T1 Address ............................... I(ökltlçeme mali. Yeni bagdat cad. 555/2 sok No :8 Testing Location ..................... Gebze/ Kocaeli Applicant's Name .................. ERDEMTA9 MAKINA YE ELEKTRIK SANAYI YE Address .............................. Karadenizliler Mahallesi Ordulu Caddesi No:36 BASISKELE/KOCAELI /TURKrYE Test speelfication.................. Standard ............................. EN ISO 12100:2010 Test procedure....................2006/42/EC Non-standard test method..... Test Report Form No....................EN 12100_14I Test Report Form(s) Originator.... DEC This test report is specially limited to the above client company and product model only. It may not be duplicated without prior written consent of BEC Begelendirme Ve Muayene Hizmetleri Ltd. Test Item Description......................: DIPPING SYSTEM Trade Mark......................................... ERDEMTA$ Manufacturer.....................................: ERDEMTA MAXINA VE ELEKTR]I( SANAY! YE TICARET LTD.$TL Model/Type reference ..................... :ERD-37 Ratings. ...................................... General remarks: The test results presented in this report object tested. This report shall not be reproduced, except in full, without the written approval of the Issuing testing laboratory.'(see Enclosure #)" refers to additional information appended relate only to the to the report "(see appended table)" refers to a table appended to the report General product information: The electric principle and construction of these models are identical. There is no other difference except for the appearance and rated wattage. We tested as a representative model, and we tested it at all items. The results regarding the saiuples,Iypes and quantity of which are given above and the inspections of which have been performed by our company,are enclosed. This report is valid only for the samples tested. - -_ J.) ~14kn HERDEMTAANLAS P51RME SOUTMA GRUBU PANOSU - KULLANILACAK MAIZEMELER Ne Marka Majzeme,InMi Brim Mdar Toplam Piyat (EURO) T TEMPA PANO PANO DIJVAR TIPI 1 adet 250,00 250,00 2 SCHNEIDER SELEKTOR , BUTON GRUBIJ I set - 340,00 340,00 3 SIEMENS 3R120161BB41 4 adet 0,00 4 SIEMENS 3RV2011-0I-IA10 2 adet 0,00 S SIEMENS 11D 2 adet 0,00 - 6 SIEMENS 6ES71934C030IAAO 1 adet 0,00 7 SIEMENS 6ES71934CA300AA0 30 set 0,00 a SIEMENS 6ES7 138-4CAOI-OAAO - 4 adet 0,00 9 SIEMENS 6ES7 131-4BDOI-OAAO 20 adet 0,00 10 SIEMENS 6E37 132-4BD02OAAO 10 adet 0,00 - Ii SIEMENS 6ES7 151-IAAO6-OABO I adet 0.00 12 FESTO 0-10 BAR PARMAI( TIPI BASINQ 4 adet 0,00 13 SARFMALZEME 1 set 250,00 250,00 14 ESO PANO IMALAT I$çILKI I set 375,00 - 375,00 — . 1. =--• ! --' B.E.0 BELGELENDIRME yE MUAYIENE HJIZMETLERI LTD STL Test item parcuars. ........... .............................:DIPPINGSYSTEM / sfflt tduse - Supply Connection ........................... ...................... .........--- IPnumber .............................................................. Possible test case verdicts: - test case does not apply to the test object..................: N (NIA) - test object does meet the requirement........................: P (Pass) - test object does not meet the requirement..................: F (Fail) Testing.............................................................................. of receipt of test item .................. 16.06.2021 s) of performance of tests ....................................... .16.06.2021 NO 1 20061421EC C NC N/A 1.1.2-Principles of safety integration 1A3-materials and products - - 1.1.4-lighting 1.1.5- design of machinery to \ facilitate its handling 1.2.1-safety and reliabiliti of control systems 1.2.2—control devices 1.2.3- starting 1.2.4—stopping devices - 1.2.5—mode selection 1.2.6- failure of the power - T _ 1.2.7 - failure of the control circuit ---.-------...... 1.2.8—software ,L.1:stability .,.- 13 :risk of break-up during -GEL operation 1.3.3— risks due to failing or 7 ej?j.ccts ..- \ 2/5 Ti --" BJEC BELGELENDIRME VE MUAYENE HIZMETLERI LTD LIA — risk duo to surface, edgesfoianjs 1.3.5— risk related to 1 1 V combined machinary V 1.3.6—riskrelatingto. wanations in the rotational eed of tools 1. 3.7 - prevention of risks related to moving prts. 1. 3.8 - choice of protection against risks related to moving part 1.4.2.1 — fixed guards V i422 —movable guards 1.4.2.3 - adjustable guards V V 1.4.3 - special requirements ... for protection devices 1.5.1 - electricity supply V 1. 5.2 - static electricity V V 1.5.3 —energy supply other V than electricity 1.5.4— errors offitting V W—exfremeternperatures V 1.5.6—fire V 1.5.7—explosion 1.5.8—noice 74 159—vibration . V 7 1.5J0—Radiation L5J1 external radiation 1.5.12 —Laser equipments T 1.5.13 - ernisions of dust, jetc. -•--- 1.5.14— risk of being trapped - .--. T ---- in a machine 1.5.15—riskofslipping, tripping or _f1:fri 1.6.1 -machinery maintenance I I \ B.ECBELGELENDfRMEvEMUAY 1. .2 - acces to operating IT position and servicing points 1.6.3- isolation of energy sources 1.6.4 - Operator intervention E RIZMETLERI LTD. STt 1.6.5 - cleaning of internal p—.——_-.__- 1.7.0-information devices '1 1.7.1 - warning devices 1.7.2 - warning of residual risks 1.7,3 -marking 1.7.4-instructions H 2.1 - agri-foodstuffs RESULT: As a result of tests and inspections carried out on the equipments with the types generator sets it has been determined that the equipment conforms with conditions of the standard stated above and that it meets the principal requirements of the afore stated European Union instruction and its equivalent instructions. Note: This report, based on the contract signed between the producer and our body,has been issued on the voluntary field.While displaying the results obtained from the samples submitted to our body by the producer, this report nohow guarantees the production process. Itcts€ '1 Annexes: No (X ) Yes ( ) Inpected by: Checked and \ Date of issuej,,1706/2021 Distribution: Client () Manufacturer j) Other ()................. 5/5 EC Declaration of Conformity In compliance with the Directives of the Council of European Communities on the approximation of laws, regulations and administrative provisions of the Member States relating to the Machinery Directive, it has been stated that the; DIPPING SYSTEM ERD37 Intended to be used In machinery with declared characteristics under the conditions as given in our catalogues and on CE labels placed on the market by ERDEMTA MAKINA VE ELEKTRIK SANAY! T!CARET LTD. ST!. and produced in the factory KARADEN!ZLILER MAHALLES! ORDULULAR CADDESI NO:36 BA!SKELE / KOCAELI / TURKIYE is submitted by the manufacturer to a factory production control and to the further testing of samples taken at the factory in accordance with a prescribed test plan. The involved; 20061421EC This declaration attests that all provisions concerning the attestation of conformity and the performances described in this standards EN ISO 12100:2010 were applied and that the product fulfils all the prescribed requirements. This declaration was first issued on 17/06/2021 and remains valid as long as the conditions laid down in the harmonized technical specification in reference or the manufacturing conditions in the factory or the FPC it self are not modified significantly. See technical files for details about product types, identification, use, characteristics of possible declared intended uses. Authorized Representative Home Buildings Hazmat Storage Lockers/Buildings: 0600 4 q&x Ai olc cAnei HOME DTRIBUTOR LIS1 4 AO1E Ii Search Our Site. 0 Items selected for Quote B600 - Hazmat [Drum] Storage Locker Sump Capacity to Hold 6/55 Gal. Drum Dim: 8'4H x 7W x 5D Approx. 2061 Lbs. Ship Weight (S MART Door Style: 1-42' W x 80 H door installed with a UL certified Classified commercial grade keyed lockset. The door - j (j shall serve as personnel entrance and exit. Sitiinabl-' ..j Approvals Complies with EPA & current OSHA regulations FM-Factory Mutual Approved NFPA - Designed in accordance with specifications set forth by the National Fire Protection Association - L. UL - Include UL listed electrical accessories Specifically designed for outdoor hazardous material storage and dispensing from 55-gallon drums containing flammable or combustible liquids. Outer wall is constructed of all-welded 16 or 12 gauge steel. Inner wall is constructed of 20 gauge steel. The double wall construction contains 3" of air space throughout. All Hazmat Storage Buildings are designed in accordance with the standards set forth by NFPA Code 30 and comply with OSHA and EPA regulations. All models are FM Approved for the storing and dispensing of flammable and combustible liquids. All electrical options are U.L. Approved & installations are compliant to current state approved NEC regulations. MW A, ;-- - One year limited warranty on all parts and accessories installed by the manufacturer at time of purchase. 15 year structural warranty from the date of delivery to the initial purchaser. Accessories Standard Features FM Approved Fire Rating Hurricane Resistant Wall Design Fire Rating & Explosion Relief Panel OPFR2-600 2 Hour Fire Rating Upgrade; Approx. Ship. Wt. 2,239 Lbs. Industry's 1st & Only Interlek Tested and FM Approved 2 hrs fire rated wall construction built with 1.5 hour fire rated Fin ltiltul< roof construction, 1.5 hour fire rated door construction, and multiple layers of W gypsum ultracode wallboard. Air inlet vents with UL Listed and labeled fire damper with louvers. Dampers have a galvanized steel frame, curtain-type galvanized steel blades and a UL Listed 165 F fusible link. OPFR4-600 4 Hour Fire Rating Upgrade; Approx. Ship. Wt. 2,973 Lbs. Industry's 1 s & Only Intertek Tested and FM Approved 4 hrs fire rated wall construction built with 3 hour fire rated roof Firr Rating construction, 3 hour fire rated door construction, and multiple layers of /.." gypsum ultracode wallboard. Air inlet vents with UL Listed and labeled fire damper with louvers. Dampers have a galvanized steel frame, curtain-type galvanized steel blades and a UL Listed 165 F fusible link. OPXRP-609 Explosion Relief Panel; 1-24"X60" and 1-48'X60" Used in the construction of buildings designed to store Class IA and Class lB flammables. Explosion relief panels limit the damage within an enclosed hazardous location. When the panel(s) are subjected loan explosive force, the pressure relieving panel quickly vents the force before it causes major damage. The panels are designed to release at 20 lost. Lighting & Electrical OP000I - Explosion Proof Interior Light with Switch 4 OP000IA - Additional Explosion Proof Interior Light OP000I-LED - Explosion Proof LED Interior Light with Switch 0P0002 - Explosion Proof Exterior Light with Photo Cell 0P0005 - Explosion Proof Receptacle IVAC (Insulation 0P0009 Recomended) 0P0006-6 - Explosion Proof Heater [6,143 ETU] Ll 0P0006-12 - Explosion Proof Heater [12286 BTU] 0P0006-24 - Explosion Proof Heater [24000 BTU] OP0007-14 - Explosion Proof A/C [14000 BTU] Q. 0P0007-19 - Explosion Proof NC [19,000 BTU] 0P0013 - Explosion Proof Exhaust System IF Needed, Exhaust will run 24/7 (please Check if selecting 0P0013) Safety & Protection .'. OPOOIO - Dry Chemical Fire Suppression System OPOOIOA - Dry Chemical Alarm OP001I - Water Sprinkler System with 1" NPT Feed 2 0P0012 - Water Sprinkler System with Fire Hose Adapter 0P0014 - Liquid Level Detector with Alarm 0P0015 - HDPE Sump Liner -.04" Thick (Plastic Welded) 0P0023 - Grounding Kit (8 Ft. Rod, 10 Ft. Cable with Clamps) 0P0025-6 - 6 Gallon Gravity Fed Eyewash Station 0P0025.16 - 16 Gallon Gravity Fed Eyewash Station 0P0028 - Portable Fire Extinguisher— 10 Lbs. Capacity Doors & Flooring 0P0016 -60" Double Door Upgrade 0P0021-36 - Additional 80"H x 36"W Door OP0021.42 - Additional 80"H x 42"W Door r 0P0021-60 - Additional 80"H x 60"W Double Door 0P0024-F - Fiberglass Floor Grating 0P0024-GS - Galvanized Steel Floor Grating Ramps 5R60 - Ramp 24"x 72" 31360A - Aluminum Ramp 24" x72 3R70 -Diamond Plated Ramp 44"x 88" BR80 - Diamond Plated Ramp 52" x 72" Miscellaneous 0P0009 - R-11 Insulation (Standard in AG Models) 0P0022 - Shelving, 14"W with 2 Raised Edges (Standard in AG Models) SAFETY STORAGE CABINETS Flammable Storage Stainless Steel Storage Drum Storage Paint & Ink Storage Laboratory Storage Acid & Corrosive Storage Hazardous Waste Storage Wall Mountable Storage Pesticide Storage Tooting Storage Weatherproof Storage Dual Access Storage CYLINDER STORAGE Medical Gas Cylinder Storage LP Cylinder Storage SINGLE WALL STORAGE Industrial Storage Stainless Steel Storage Spill Containment Storage CUSTOM STORAGE Custom Cabinets Custom Cabinet - Form MISCELLANEOUS Drum Spill Stations Mobile Work Benches BUILDINGS Hazmat Storage Buildings Chemical Storage Buildings Custom Buildings Explosive Storage Magazine HIGH SECURTY High Securty Cabinets NEW PRODUCTS Explosive Storage Magazines Storm Safe Rooms & Shelters DISTRIBUTORS Distributor List Become a Distributor Customers FEATURES & COMPLIANCE Standard Features Code & Compliance OSHA Training CONTACT Contact Us Request a Quote Catalog Email Us CAREERS Jobs SecuraltlA&A Sheet Metal Products Phone: 1 219 326 7890 Fax: 1 219 324 3780 5122 N. State Rd. 39 Toll Free: 1 888 326 7890 Toll Free: 1 888 324 3780 LaPorte, IN 46350 Email: custserv@SecuralIproducts.com r206 SecurallProdUCtS crn N1 rights resered EXISTING LOCATION: ELECTRICAL ROOM PANEL A MAIN: L.O. MINIMUM AC RATING: 10,000 BUS RATING 225 AMP MOUNTING: SURFACE LOCATION LTG STE LTG - REC - MIS - CIR T - BKR iö - A B C • • • • • • • • • • • • __± 20-• 20 • BKR 20 20 Cli j MIS REC - 1 VOLTAMPS b 800 A B 400 c sr IFL IFL LOCATION RM DEVICE CORRIDOR UGHTS EM LIGHTS RM DEVICE A I 1 1FL OFFICE LIGHTS 1000 1FL OFFICE LIGHTS f 1 20 VOL$TAM 1FL OFFICE LIGHTS i 20 400 2FL !800 2FL EM LIGI-ffS CORRIDOR LIGHTS 2FL OFFICE LIGHTS 1000 7 20 2FL OFFICE LIGHTS 1 9 20 30/2 10 12 NI 1000 WTR HEATER 2FL OFFICE LIGHTS N 1000 1FL iT BREAK ECEPT 1000 _ I 13 j 20 14 720 1FL OFFICE RECEPT 1FL BREAK ECEPT 1 i 15 20 16 - - - 720 IFL OFFICE RECEPT 1FL I BREAK IRECEPT 1 1000 K 1 17 20 20 18 - - RI 720 1 1FL OFFICE RECEPT 1FL I OFFICE IRECEPT 1 720 1 R - - - 19 j 20 20 - - - IRI 720 IFL OFFICE_ RECEPT 1FL I OFFICE IRECEPT 1 720 R - - - 21 20 20 22 - - - IRI 1 720 2FL I BICLES 1FL I OFFICE IRECEPT 1 720 R - 23 20 20 24 - - - IRI 1 720 2FL I OFFICE IRECEPT 2FL I BREAK IRECEPT 1000 - K - 1 25 20 20 26 - - - I NI 500 1 UPSTAIRS I COPIER 2FL I BREAK IRECEPT I I 1000 1 K - 1 - 27 20 28 - - - IRI 720 ICUBICLES 2FL I BREAK IRECEPT I 1 1000 K 1 29 20 20 30. - - - IRI 720 ICUBICLES 2FL I OFFICE !RECEPT 1 720 1 R - -31 # 20 -- 30/2 32 - - -INI 750 1 1 lFC-1 2FL I OFFICE IRECEPT 1 720 J R - - - 33 20 34 1 N 1 750 1 1-- 2FL OFFICE IRECEPT 1 J i 720 R 35 20 - 100/3 36 1 - Nt 1 1 3100 1 1 IPANEL"Al" COMP RM !DED RECEPT 500 I I N 37 20 38 NI 2700 -- COMP RM IDED RECEPT 1 500 1 N - - - 39 20 40 - - I Nt 2900 -- COMP RM JDED RECEPT I I 500 i ..2L142 - 1 I SPARE If!jASE TOTALS 1 5940 I 5940 1 59401 PHASE TOTALS 6990 1 7210 1 6660 TOTAL A TOTAL 4B TOTAL $C TOTAL (CODE N) TOTAL (CODE R) I TOTAL (CODE L) TOTAL (CODE K) 12930 W 13150 W 12600 W 14200 W 10500 W 10040 W 6000 W NOTES: 1 TOTAL CONNECTED LOAD 38680 W TOTAL DEMAND LOAD 40740 W / TOTAL CONNECTED AMPS 107 TOTAL PANEL AMPS 113_A - NO')-CinUOuS W - Long.CoflifluOUS R" - Demandable Receptacles W - IIIGfl17 PD&A 5430 Trobuco Road, Suite 100, Irvine CA 92620 (949) 852-1491 . pmjects@pdo-enq.corn.www.pdoeng.com TOTAL CONNECTED AMPS 107 A TOTAL DEMAND LOAD 40740 W TOTAL PANEL AMPS 113A j I. - Long-Coitinuotj R - Demandthle Receptacles PD&4 -.5430 Trobuco Rood, Suite 100, Irvine CA 92620 (949) 852-1491 pjects@pda-engcom . www.pda-eng.com YITIM( LOCATION: ELECTRICAL ROOM I i20t208V, 344W MAIN: L.O. BUS RATING 225 AMP I PANEL Al I MINIMUM AIC TING: 10,000 1 _______________________ J MOUNTING: SURFACE LOCATION __VOLTAMPS 7LTGEC - MIS - CIR BKR - A B C BKR - CR - iis - c L - VOLTAMPS LOCATION [j RM DEVICE 4A JQ ()C A 4B RM DEVICE FAN COIL 250 N 1 ' • • • • • ..2P.. - - - K 1000 MICROWAVE ic MICROWAVE 213 _02_ -- 250 N 3 20 4A - K 1000 - 2413 N. 300 PC MICROWAVE PC VENDING PC PC VENDING MICROWAVE FAN COIL 250 N IN - 5 20/2 _P 6A - - - K - 1000 20 6B - - 400 - -- 250 N 1 300 - - 7 20 8A - - iKi 600 20 813 - - - N COMP RM AC 450 N 9 2012 - 20 IOA - - N1 300 r 2O lOB K 1 600 - COMPRM -- 450 N 11 20 12 K 1000 - PHASE TOTALS 1 500 700 700 PHASE TOTALS 1 2200 2200 2400 TOTAL OA 2700 W TOTAL 013 2900 W TOTAL 4C 3100 W TOTAL (CODE N) 3500 W TOTAL (CODE L) 0 W TOTAL(CODER) OW TOTAL (CODE K) 5200 W TOTAL CONNECTED LOAD 8700 W TOTAL CONNECTED AMPS 24 A TOTAL DEMAND LOAD 8700 W TOTAL PANEL AMPS 24 A NOTES: "N' - Non-Continuous "L' - Long ntiflUouS R" - Demandable Receptacles "K' - Kitchen - PD&A • 5430 Trobuco Rood, Suite 100, Irvine CA 92620. (949) 852-1491 projectspda-eng.COm www.pda-eng.com EXISTING -8V 3 l PANEL AC ---Fmn -OG. LOCATION ELECTRICAL ROOM f -- BUS RATING 225 AMP SUfRFACEE MAIN; LO. UNTIN TOTAL A 15502 W TOTAL $B 13802 W TOTAL 4C 14692 W TOTAL (CODE N) 42556 W TOTAL (CODE L) 0 W TOTAL(CODER) 1440W TOTAL (CODE K) 0 W TOTAL CONNECTED LOAD 43996 W TOTAL CONNECTED AMPS 122 A TOTAL DEMAND LOAD 43996 W TOTAL PANEL AMPS 122 A NOTES: - Ncv,-C.cfltinuous - Lig-corinuous - oemaidable Reeacles K - (itch6i PD&A • 5430 Trabuco Rood, Suite 104 Irvine C4 92620. (949) 852-1491 proJects@pdo-eng.com . tw,w.pdo-eng.com PANEL B LOCATION: WARD MAIN: LO. AIC RATING- 10,000 BUS RATING 225 AMP I MOUNTING: SURFACE If - - - ROOF ROOF ROOF RES ! _EP1,!CTNRECEPT j —_ ----- PC RECEPT - LIGI-ITS - _ 540 N N LTG REC MIS CIR I BKR A B C BKR CIR MIS REC LTG VOLTAMPS I LOCATION _ •B I dC STE RM[DEVICE i -- T 3 -4 15/3 • • • • • • • • • • • 20 T - - - - SPARE 20 4 SPARE - 5 20 6 - - SPARE --- - N - 1 7 -. i i - - - - SPARE 2010 1 SPARE 1080 540 N - - -- 11 20 12 - - SPARE 740 - - - - -- -- - - - N ____________________ A RD READER L 17 - 16 - - 12 - - PARE 50 1 -- __________ PC RECEPT LABELS PR RECEPT 1080 R - - - 20 22 - - - - SPARE LABELS PR RECEPT 1080 R - - - 23 20 20 24 - - 1080 QUAD RECEPT ________ SPARE - - - - 100/3 - 26 - - N 3720 VVHOUSE PANEL "C" BREAK HI BAY LIGHTS 800 L - - - 27 20 4220 1 W-IOUSE -- I EXTERIOR LIGH11NG J-BOX ____60 L - 29 20 30 - - N 3720 WHOUSE PHASE TOTALS ____ 2340 3700 2940 - PHASE TOTALS 4220 4220 4800 TOTAL OA TOTAL 48 TOTAL 4C TOTAL (CODE N) TOTAL (CODE L) TOTAL (CODE R) TOTAL (CODE K) TOTAL CONNE TOTAL CONNECTED AMPS TOTAL DEMAND LOAD TOTAL PANELAMPS 6560 W 7920 W 7740 W 16480 W 2000 W 4140 W OW 22220 W 62 A 22620 W 63 A NOTES: - Non-Cantinuois '0-Long-Continuous - Demandable Receptacles 1<' - Kitchen PD&A 5430 Trabuco Road, Suite 100, Irvine CA 92620• (949) 852-1491 pojectsC4)pdo-eng.com www.pdo-eng.com LOCATION: WAREHOUSE I - - -- 120/20ev, 3$, 4W - —JLOCATION 11 11 [ PANEL LOCATION: WAREHOUSE 120/208V,34W MAIN: L.O. BUS RATING 225 AMP MOUNTING: SURFACE MINIMUM AK RATIN(3 ______ - 1T11 - - Thu '• MEMMmm mmmmmim aIii MIN MEM — --: ____________ ________________ ____________________I _____ — Ihii I LflEi __________-_____________ FJ TOTAL OA TOTAL t,B TOTAL .c TOTAL (CODE N) TOTAL (CODE L) TOTAL (CODE R) TOTAL (CODE K) iDLD TOTAL CON TOTAL CONNECTED AMPS TOTAL DEMAND LOAD TOTALPANELAMPS 3720 W 3920 W 3720 W OW 250 W 2160 W 9000 W 11360 W 32 A 11410 W 32 A PD&A • 5430 Trobuco Rood, Suite loo, Irvine CA 92620 (949) 852-1491 projects@)pdo-eng.com www.pdo-eng.com w LOCATION: ELECTRICAL ROOM 10 U MAIN: 200A,3p BUS RA71NG 225 AMP 27'71480\(, .4W pANfFL MINIMUM AC RATING: 14,000 MOUNTING: SURFACE PO&4 5430 Tmbuco Rood, Suit' 100, Irvine CA 92620. (949) 852-1491 'p(ojecls@p(*3-e09 corn wwwpdo-eng.COffl NEW LOCATION: ELECTRICAL ROOM I I 277/480V, 3$, 4W MAIN: 200AP I BUS RATING 225 AMP MOUNTING: SURFACE LPANEL D MINUMAIC RATING: 14,000 I -W -- ~~mlmmmmwc mmmm~~ c1EI mmmmmc — KIis — LiXsI .___rI_ __________________________• iL___F1Xs ii ____________ Eilu ____________ • — F7s FU4 — I TOTAL $A 41213 W I TOTAL $B 41213 W I TOTAL 4C 41213 W I TOTAL (CODE N) 123639 W I TOTAL (CODE L) OW (CODER)OW TOTAL (CODE K) OW L CONNECTED LOAD 123639 W L TOTA L L CONNECTED AMPS 149 A OTAL DEMAND LOAD 123639 W TOTAL PANEL AMPS 149A NOTES: - Nan-Coatinuous L"- Long-Continuous - owabe Receacles K Kitchen PD&A • 5430 Trobuco Road, Suite 100, Irvine CA 92620• (949) 852-1491 projects@pdo-eng.c0m !.4WWpd0-eflg.COI7' L f (14OV, 3 4W PANEL E MAIN: 350A-3P MINIMUM AIC RATING: 14000 BUS RATING 400 AMP MOUNT1NG: SURFACE 1 LOCATION IVOLTAMPS N - - J_ j_ 80/3 • • • • • • . • • • • • • • • • • 60/3 2 - I 4A VOLTAMPS N 13333 103 36" PRINTER 3 ijn - RMIDEVICE 3 118 SCHUBERT 16000 118 16000 N - -- 3 4 -- N 13333 103 118 -- !299 N - - 5 6 -- - N 13333 103 100 EXPANDER 1 4333 _ N - 1 7 20/3 100/3 8 1 N 22333 100 DIPPING UNIT 100 -- 4333 N - -- 9 10 -- 22333 100 -- -INI 100 -- 4333 N ---191 12 -- - 22333 100 -- 100 BAND SAW 10000 N T 13 - 50/3 25t8 50/3 14 1 3878 100 BIG OVEN 100 -- 10000 N - -- 15 16 -- - 3878 100 (10 HP) - 100 -- 10000 N - -- 3878 100 - 109 COMPRESSOR 14404 N - 1 19 - 80/3 - 20 1 - 3878 100 BIG OVEN 109 40 HP) 14404 N - - -- 21 -5& 50/3 -- N 3878 100 (10 HP) - 109 -- 14404 N - ---F23 24 -- N 3878 100 -- SPACE - 25 - -t5 26 1 720 100 BIG OVEN - SPACE 27 28 -- - 720 100 (1.5 HP) SPACE _i______ 30=N 720 1 1 100 1- SPACE - 31 5J3- 32 1 - - NJ .7 9 1 1 1 1 100 1BIG OVEN SPACE 33 - 34 -- - N 1 1 720 1 1 1 100 41.5 HP) - .36= N 720 100 -- SPACE i_• 38 SPACE SPACE 39 40 SPACE SPACE 41 42 SPACE PHASE TOTALS 4477 44737 44717J PHASE TOTALS I 44862 144862 144862 TOTAL $A 89599 W TOTAL 48 89599 W TOTAL OC 89599 W TOTAL (CODE N) 268797 W TOTAL (CODE L) OW TOTAL(CODER) OW TOTAL (CODE K) OW TOTAL CONNECTED LOAD 268797 W TOTAL CONNECTED AMPS 324 A TOTAL DEMAND LOAD 268797 W TOTAL PANEL AMPS 324 A NOTES: "N" - Nan-Continuous "L" - Long-Co,EinUouS R*- Demandable ReceptaC'eS "K - Kitchen PD&A • 5430 Tmbuco Rood, Suite 100, Irvine CA 92620" (949) 852-1491 projects@pdo-eflg.com . w.vw.pda-eng.Cofll EXISTING PANEL LOCATION: ELECTRICAL ROOM F MAIN: 400A-31? MOUNTING'. BUS RATING 400 NTING: SURFACE MINIMUM AC RATING: 10,000 AMP POSA •5430 T,QIUCO Ro4 Suite 100, Irvine CA 92620. (949) 852 1491 proJects@pdc.enq.com. www.pda-eng.corn EXISTING I LOCATION: ELECTRICAL ROOM I 1201208V, 3, 4W MAIN: 400A-3P BUS RATING 400 AMP PANEL F MINIMUM AC RATING: 10.000 I MOUING SURFACE ZII.1 [cTIT NOR: IJ :r.iui. II:IN lIIk I ________ -. E3 MMEM __tsIIL['M•1VXi__I; _____ I o isis 13 W-M& US IFTIN UPTON TOTAL 4>A TOTAL 4>8 TOTAL 4>C TOTAL (CODE N) TOTAL (CODE L) TOTAL (CODE R) TOTAL (CODE K) TOTAL CONNECTED LOAD TOTAL CONNECTED AMPS TOTAL DEMAND LOAD TOTAL PANEL AMPS 11768 W 10908 W 10808 W 28984 W ow 4500 W ow 33484W 93 A 33484 W 93 A NOTES: - Non-Continuous "L"- Long-Continuous *R*- Demandable Receptacles "K^-Kitchen PD&A 5430 Trobuco Rood, Suite 100, Irvine CA 92620. (949) 852-1491 projects@pdo-eng.c0m iw,wpdo-enq.com EXISTING -12flI20RV 'Ith 4W A - Non-Conf,nuus L - LgCoinuous R- Dmandabe Reptac1es K Kitchen PD&A 5430 Trobuco Road, Su,te 100, twine CA 92620 (949) 852-1491 projects@pdo-eng.com Www.pdo-eng.cotn EXISTING L I LOCATK)N MECHANICAL W MAIN: L.O. AL ROOM BUS RATING 225 AMP MOUNTING. SURFACE PANEL MINIMUM A RATING: 10.000 ___________ - - Ei a. IIII.I.II - EIFI 1 - FIN I - I TOTALA 1500W TOTAL B 1500 W TOTAL 4tC 1000 W TOTAL (CODE N) 4000 W TOTAL (CODE L) OW TOTAL (CODE R) 0 W TOTAL (CODE K) 0 W CONNECTED LOAD 4000 W L FT(MI TT,A L CONNECTED AMPS 11 A OTAL DEMAND LOAD 4000 W OTAL PANEL AMPS 11 A NOTES: - Non-Continuous "L"- Long-c inuous R Daö1e x/es - Kitchen PD&A • 5430 Trobuco Rood, Suite 100, Irvine C4 92620• (949) 852-1491 • projects@pda-eng.com . pd0-el1C0tfl 9 ,/STING LOCATION: 1201208V, 3$, 4W WAREHOUSE I BUS RATING 225 AMP MOUNTING: SURFACE PANEL H MAIN: LO. BUS AIO RATING: 10,000 mmmmm[3~~mlffr; m, TOTAL $A 3720 W TOTAL $B 3720 W TOTAL $C 3220 W TOTAL (CODE N) 10120 W TOTAL (CODE L) OW TOTAL (CODE R) 540 W TOTAL (CODE K) OW TOTAL CONNECTED LOAD 10660 W TOTAL CONNECTED AMPS 30 A TOTAL DEMAND LOAD 10660 W TOTAL PANEL AMPS 30 A PD&A • 5430 Trobuco Rood, Suite 100, Irvine CA 92620. (949) 852-1491 - projects@pdo-eng.com . wwwpdo-eng.com Lu.PtLJN: tt±A,II'tKAL MAIN 1 0 NOTES: W - Non-Continuous L' - Long-Continuous R - 0ernand&'jle Receptacles K Kitchen HP 3$, - NCOiflUOUS - Log-Ginuou Recac1es K - PD&A 5430 Troburo Rood. Suite 100 Irvine CA 92620. (949) 852-1491 projects@pdo-engcom. www.pdo-eng.com EXISTING 120/208V. 30,4W 1 L PANEL HP MINIMUM AC RATING: 10,000 MAIN: L.O. LOCATION: ELECTRICAL ROOM BUS RATING 400 AMP MOUNTING: SURFACE 1 I iIIEIJ o iiIreiii II:1I o ____— I[s1I Il__ •Ji1uic;iI Ea1Xsi I - I EsJ _____ I1;1iXi I - TOTAL 4A 1500 W TOTAL OB 2400 W TOTAL iC 700 W TOTAL (CODE N) 1000W TOTAL (CODE L) 4500 W TOTAL (CODER) 0 W TOTAL (CODE K) 0 W TOTAL CONNECTED LOAD 4600 W TOTAL CONNECTED AMPS 13 A TOTAL DEMAND LOAD 5500 W TOTAL PANEL AMPS 15A NOTES: - Non-Continuous - Long-Corinuous R - Demandable ReceacIes 1< - Kitchen PD&A . 5430 Trobuco Road, Suite 100, Irvine C4 92620• (949) 852-1491 projects@pda-eng.com www.pdo-eng.com CHEMICAL CLASSIFICATION FORM COMMON NAME CHEMICAL % Coac CAS # FORM QUANT. QUANT. IN Total LOCATION jLz. JUSTIFICATION NAME STORED USE (Open/ Quantity (Storage & CLASSES Closed) (Storage+ Use) Use) L 55AL. c!eJ4 fcCtNLfM, r1tç. O 7L1.2 G- 0 40c 1,1I (o&ict I5-CO G Q() C At- IL , ,. 14rH A"'- - tOO 4I L I Do 2P" AT C Piz c%rL 100 IOU* ss PCI T±, c3-c- S ?cMO jét'vt) , pc*y 2iit/ l 0 V 373L-7 If I PZ'cIi- Company Name: Page 1 of--_____ Company Address: I LL4 14t (L Vh/ ' Area: Page 26 of 26 cHIMICAL CLASSIFICATION FORM COMMON NAME CHEMICAL ¶4 Cauc NAME CASH FORM QUANT. STORED QUANT. IN USE (Open/ Closed) Total Quantity (Storage+ LOCATION (Storage & Use) Use) HAL CLASSES JUSTIFICATION L,2 (o('! 26O7 jti -tc ,01) 2 s1 6 - N 008 t1 ,o p.ft'i 3 406 10L o ; F'O' 0 t41P M14 Company Name: 4 ijj1 i '1 ', q Company $\ Li - M - C z c Page 26 of 26 Page2oQ?-_ Area: —?-L —~1' - !ntibr-Strage: Exterior St —> I Open System3hE ri-& C1osedfrm Use: 10TAL ri' Aj— Hazard Class 't iSf4 4terior Storage: ExtIbrStragc: _________ Open SystemtT- Closed System-t: TO¼L t Interior Storage- Exterior Storage: Open System U. Closed System Use.- p TOTAL 3eo4.vo iaa-tis Interior Storage: C? Exterior Storage: Open System Use: Closed Svjemtce: 0 TD1 Completion of the Chemical Classification Packet Page 16 of 20 April November 12002 CHEMICAL CLASSIFICATION SUMMARY TOTALS Hazard Class Lt Z4( Hazard Class CL t Interior Storage: zw r Exterior Storage: Open System Use: Closed System Use: TOTAL interior_Storage: Exterior Storage: 'Open System Use: 1600 Closed System Use: 0 TOTAL Oe7 - r iVç ft—a (1 ç) ,tor €Pf/#Jr. -izard Class rL /: Interior Storage: 'C) Exterior Storage: (, 3 Open System Use: Closed System Use: C? TOTAL Hazard Class Ft 113 Interior Storage: Exterior Storage: Open System Use: -/ Closed System Use: TOTAL Hazard Class CL: PE16, Z.- A Nr (crt k1ttO Page 16 of 26 Completion of the Chemical Classification Packet Page 17o120 April November 1, 2002 Uswriril [ Interior Storage: 10 t Exterior Storage: e2 - Open System Use: Closed System Use: j 0 c ( TOTAL q0 Hazard Class Interior Storage: Exterior Storage: Open System Use: Closed System Use: TOTAL Hazard Class Interior Storage: Exterior Storage: Open a System Use: Closed System Use: TOTAL Hazard Class Interior Storage: Exterior Storage: Open System Use: Closed System Use: TOTAL Company Name: ')i Cc(:) *C14 & Page 2- of_____ Company Address: ____ Area: PcMr C 44%3 Page 17of26 Completion of the Chemical azwification.Packet Page llof2P April November 1, 2002 CHEMICAL CLASSIFICATION SUMMARY SHEET Haiard Class: U 12 — I Chemical Name Amount Stored O.S. Use C.& Use Total Quantity (storage + Use) Location of Storage Location of Use _________________________ ft(cPjLciv. 'focl () ____ 1Or— C ,4- C-E Interior Storage: 11) 'i Exterior Storage: g Open Stein Use: C? Closed System Use: 0 (w t Total Quantity 4C7 L Chemical Name N. I Amount OS. .S. Use Total Quantity Location of Location of Use s.. Stored V (storage +IJsc) Storage 'j [_5Z i &A - L- jP r/hv(c ç a Company Name: A Company Address: 9 j( 04 kL Page t of_______ Area: P i- rna Page ii of 26 Completion of the Chemical Classification Packet Page 12of20 April Harard Class, CL. 1114 Chemical Name I Amount Stored O.S. Use C.S. Use Total Quantity (stora!e- Use) Location of Storage Location of Use I%.Wtt( fflh/kb-e- SIbA, iL _____ J •7el _j 1O V - .V ... ..-VV . . ••. Interior Storage: r) Exterior Storage: S Open System Use-J2 Closed System Use: 7 A.L0,19 ç Total Quanti(y j71 . . Hazard Class, (o2.. Chemical Name ________________ Amount Stored O.S. Use C.S. Use Total Quantity (storage + Use) Location of Storage Location of Use -- _____________________________ r)4 / 51 4-A1 iZ' 17 q t: P_ , (° (€5 Interior Storage: C Exterior Storage: .ci Open System Use: tZE Closed System Use: C Total Quantity 1 -7 ' November 1, 2002 vt.a€(c" 1 ''I / >ic o, r fA 5' cA rvFD /6/ c7-çiar Company Name: 4 MT IFVL. Page -Z of Company Address: I IL"4 j(LOL, cAzS Area: PL!iv1# Page 12 of 26 Completion of the Chemical Classification Packet Page 12o120 April HazardClacc:Clt l Chemical Name Amount Stored O.S. Use CS. Use Total Quantity (storage + Use) Location of Storage Location of Use T5i & fl vlbQt. C D7 0 -1.00 (Z A L Interior Storage: C? Exterior Storage: 1, 40 Open System Use: 15i4P Closed System Use: c 2 4a 7 ot Total Quantity 2 ' c,e' 1:17=21 III Chemical Name Amount Stored Use .S. Use Total Quantity e + Locatio -LucaGun,of Use ct1O MM PI ?2C. 3oc b .12.. ____ PP - _ Interior Storage: 0 Exterior Storage: I )-. Open System Use: 30 Closed System Use: Total Quantity ' 1. AT t crw. S November 1, 2002 i- 'bt.ks 4-4 eo''-) Wilt— A,, .-')r t1pp,,VC... r Company Name: jj( /011 - Page Z? of___ Company Address: _Lt(9 '- e I ( Area: C Lbr Page 12 of 26 Completion of the Chemical Classification Packet Page 12of20 April November 1, 2002 Hazard Clac.v -' Chemical Name Amount Stored O.S. Use C.S. Use Total Quantity (storage + Use) Location of Storage Location of Use A/6 1V6' I G.AL Pt (s'- it* C.46 Jr,L IeOVet~eOO ^14) ______ C.. 'l t.?t3 [Interior Storage: ,5 Exterior Storage: 5 Open System Use:! Closed System Use: 56 11 I Total Quantity &k C Hazard Class: FtI Chemical Name Amount Stored O.S. Use C.S. Use Total Quantity (storage + Use) Location of Storage Location of Use Interior Storage: i Exterior Storage: 3c2 Open System. Use: 2. Closed System Use: 0 Pc "t w.-,:) - I Total Quantity 3 2. I Company Name: J.LIi(_(&C—_ Company Address: 19 CL_ t'-' ((O A') 5- Page fl__of 6' Area: Page 12 of 26 "C,, 7 'Hr3NEvCoMB ,Chart.xlsx tf,ti y'1 ,t4/L3 , -L ' 5.44 anSI 1.151 AHF-850-001-NC Process How Chart.xlsx Hazardous Materials Questionnaire : County of San Diego, Department of Environmental Health and Quality P0 Box 129261, San Diego, CA 92112-9261 7 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Record ID #: Not in System Plan Check #: DEH2021-HHMBP- 010456 Business Name Business Contact Telephone # Plan File # ADVANCED HONEYCOMB TECHNOLOGIES ADVANCED HONEYCOMB 4042768617 TECHNOLOGIES Project Address City State Zip Code APN # 1964 Kellogg Ave Carlsbad CA 92008-6581 212-093-02-00 Applicant Applicant E-Mail Applicant Telephone # DAVE MICHAELS Dave@ahtinc.com 4042768617 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION:(Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): O Explosive or Blasting Agents 0 Organic Peroxides 0 Water Reactives 0 Corrosives M Compressed Gases 0 Oxidizers 0 Cryogenics 0 Other Health Hazards M Flammable/Combustible Liquids 0 Pyrophorics 0 Highly Toxic or Toxic Materials 0 None of These M Flammable Solids 0 Unstable Reactives 0 Radioactives PART Ii: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMD):if the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at(858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: YES NO M 0 is your business listed on the reverse side of this form? (check all that apply). 0 CaiARP Exempt M 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CalARP Required 19 0 Will your business store or handle Hazardous Substances in quantities equal to or greater than 0 CalARP Complete • 55 gallons, 500 pounds, or 200 cubic feet? 0 0 Will your business handle carcinogens or reproductive toxins in any quantity? Review Date: 0 M Will your business use an existing, or install an underground storage tank? 0 M Will your business store or handle Regulated Substances (CaiARP)? 0 M Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8• 0 0 Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): if the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. if any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. YES NO 0 M Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) 0 0 Has a survey been performed to determine the presence of asbestos containing materials? 0 lJ Will the project involve handling or disturbance of any asbestos containing materials? 0 M Will the project involve the removal of any load supporting structural member? 5 Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf 6 0 0(ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the Outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activitii manufacture honeycomb core locations I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. M; Fees Acknowledged: M Dave Michaels Name of Owner or Authorized Agent FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: FOR OFFICIAL USE ONLY DATE: 8/12/2021 Date EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD (L. C. C3r,k 8/17/2021 DEHQ_HMD_HMBP_Questionnaire V 1.34 (212021) Printed on: 8/17/2021 @1:08 PM ' Hazardous Materials Questionnaire Record ID Not System (f Plan Check #: DEH2O21-HHMBP- County of San Diego, Department of Environmental Health and Quality 010456 P0 Box 129261, San Diego, CA 92112-9261 ,. (858) 505-6700 (800) 253-9933 www.sdcdehq.org CICC *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHQ_HMO_I4MBP_Questionnaire V 1.34 (2/2021) Printed on: 8/17/2021 @1:08 PM ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY ( 6200 Avenida Enemas, Carlsbad, CA 92011 I Phone: 760-438-3941 Fax: 760.476-9862 SourceControl@encinajpa.com Date: 51221 Business Name: Advanced Honeycomb Street Address: 1964 Kellogg Avenue Email Address: rvabncia@kkaia.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT : (ON REVERSE SIDE CHECK TYPE OF BUSINESS) 0 Check all below that are present at your facility: Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dental Offices J Dental Schools El Dental Clinics Dry Cleaning Electrical Component Manufacturing Fertilizer Manufacturing Film! X- ra y Processing Food Processing Glass Manufacturing Industrial Laundry Oink Manufacturing HLaboratoty MachinlnglMllllng 0 Membrane manufacturing 0 waterfifter membranes) RMetal Casting/Forming Metal Fabrication 0 Metal Finishing R Electroplating Etoctroless Plating O Anodizing O Coating (i.e. phosphating) El Chemical Etching/Milling o Printed Circuit Board [J Manufacturing Metal Powders Forming Nutritional Supplement/Vitamin Manufacturing 0 Painting/Finishing El Paint Manufacturing fJ Personal Care Products O Manufacturing O Pesticide Manufacturing! Packaging i: Pharmaceutical Manufacturing 0 (including precursors) Porcelain Enameling RPower Generation Print Shop Research and Development DRubber Manufacturing r:j Semiconductor Manufacturing 0 Soap/Detergent Manufacturing [J Waste Treatment/Storage New Business? Yes[]Nolg SIC Code(s) If known: . (07 Date operation began/will begin: _/ '/i /;7 - 2 Tenant Improvement? vesEjNofl If yes, briefly describe Improvement TENANT IMPROVEMENT IN WAREHOUSE INCLUDING NEW INTERIOR PARTITIONS, NEW CEILING, NEW LIGHTING, NEW ROLL UP 000RD, NEW RTU, NEW EXHAUST FANS Description of operations generating wastewater (discharged to sewer, hauled or evaporated):______________________ r (vo Estimated volume of industrial wastewater to be discharged (gal/ day) Llsthazardouswastesgenerated(typelvolume): co h4, 1)/i .11 e rt. 4 jV f/(_g Es— VV 0 t- r i) A$rw4r,2'. Have you applied for a Wastewater Discharge Permit from the Encino Wastewater Authority? Yespate: 5'-I Z (_No Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRiAL. WASTEWATER DISCHARGE PERMIT , SCREENING SURVEY 6200 Avenida Enclnas, Carlsbad, CA 92011 ) J Phone: 7604384941 Fax: 760.418-9852 SourceControl@enctnajpacom The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (1 e., they only discharge sanitary wastewater with no pollutants exceeding any local limits ), and b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. [J Automobile Detailers O Barber/Beauty Shops 0 Business/Sales Offices [J Cleaning Services J Carpet/Upholstery Childcare Facilities Churches 0 Community Centers C3 Consulting Services O Contractors [J Counseling Services Educational Services (no auto repair/film developing) [J Financial Institutions/Services Fitness Centers Gas Stations (no car wash/auto repair) O Grocery Stores (no film developing) 121 Residential based Businesses Hotels! Motels (no laundry) [J Laundromats {J Libraries [3 Medical Offices (no x-ray developing) [3 Mortuaries U Museums [J Nell Salons [J Nursing Homes [J Office Buildings (no process flow) O Optical Services [3 Pest Control Services (no pesticide repackaging for sale) [3 Pet Boarding/Grooming Facilities [3 Postal Services (no car wash/auto repair) [J Public Storage Facilities [3 Restaurants/Bars 0 RetaillwholesaleStores (no autorepair/frim developing) [3 Theaters (MovielUve) CERTIFICATION STATEMENT I certify that the information above is true and correct to the best of my knowledge. Signature:_ Print Name: Pi'ri.Iry fli it it/i Date:________ Facility Contact: PNi t'vl )ct4AcL5 Title: A _$4 &4& ENCINA WASTEWATER AUTHORITY 6200AVEN1DAEN01NAS, CARLSBAD. CA Phone: 760-438-3941 Fax: 760-478-9852 SourceCotuincinapa.com Page 2 of 2 CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov 101 :4011.1 This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (8-50) must be included with the building permit application for all projects that require CAP compliance, The Carlsbad Municipal Code (CIVIC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. NOTE: The following type of permits are not required to fill out this form + Patio + Decks I + PME (w/o panel upgrade) + Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Non-licensed individuals should not attempt to fill this out without consultation. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/ HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. ./ Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CIVIC) and/or Energy Code and Green Code sections. ri Application Information Project Name/Building Permit No.: Advanced Honeycomb BP No.: QJ?Q 202.- piQ Property AddresslAPN: Applicant Name/Co.: Roxanne Valencia Applicant Address: 111 W Ocean Blvd, Suite 1750 Contact Phone: 562.216.5244 Contact Email: rvalencia@kkaia.com Contact information of person completing this checklist (if different than above): Name: Same as above Contact Phone: 562.216.5244 Company name/address: Contact Email: Applicant Signature: Date:05.11.2021 B-50 Page 1 of 7 Revised 04/21 Use the table below to determine which sections of the Ordinance checklist are applicable to your project For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. Building Permit Valuation (BPV) $ breakdown $ 5 7 5, 550 . 00 [Construction Type V-N Complete Section($) I Notes: A high-rise residential building is 4 or more stories including a n ResidenaI Low rise High rise mixed use building in which at least 20% of its conditioned floor area is residential use 0 Newconstwction 2P, 3k, : B ' *Includes detached, newly constructed ADU 0 Additions and alterations: 0 BPV <$60,000 N/A N/A All residential additions and alterations BPV ;~: $60,000 lA 4A 4A 1-2 family dwellings and townhouses with attached garages Electrical service panel upgrade only ' only. *Multi-family dwellings only where interior finishes are removed BPV $200,000 1A, 4A IB, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed II 0 New construction 18, 2B, 3B, 4B and 5 11 Aiteratlons: BPV ;~ $200,000 or additions 1,000 lB 5 square feet ____ BPV~ $1,000,000 , 8,5 2t 2,000 sq. ft. new roof addition 2B, 5 Building alterations of 2: 75% existing gross floor area lB also applies if BPV ~ $200,000 CAP Ordinance Corn plance Checklist Item Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) 18.21.155 and 18,30.190,and the California Green Building Standards Code (CALGreen) for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A n Residential addition or alteration2: $60,000 building permitvaluatlon. 0 N/A_________________________ DetailsofselectionchosenbelowmustbeplacedonthePlarrsreferenciflgCMC 0 Exception: Home energy score 7 W0.1190. (attach certification) Year Built Single-family Requirements S Multi-family Requirements O Before 1978 Select one option: O Ductsealing D Attic insulation 0 Cool roof 0 Attic insulation 1978 andlater Select one option: Lighting package OWaterheating Package Between 1978and 1991 Select one option: 0 Ductsealing 0 Attic insulation 0 Cool roof Select one option: O 1992 andlater 0 Lighting package OWaterhealingpackage Updated 4/16/2021 3 fresidential* new construction or alterations? $200,000 building permit valuation, additions? 1,000squarefeet.SeeCMC 18.21 .155 and CALGreen Appendix AS N/A A5.203.1.i Chooseone: D.lautdoorlighting 0.2 Restaurant service water heating (GEC 140.5) 0 .3Warehousedockseatdoors. 0 .4Daylightdesign PAFs 0.5 Exhaust N/A A5.203.1.2.1 Choose one: 0 .95 Energy budget (Projects with indoor lighting OR mechanical) 0 .90 Energy budget (ProjectswithindoorlighthgANDmechanicál) [•] N/A A6.21 1.1 0 On-site renewable energy: [] N/A A5.211.3 0 Green power (If offered by local utility proder, 50% minimum renewable sources) IN I N/A A5,212.1 0 Elevators and escalators: (Projectwith morethanoneelevatorortwoescafators) EII N/A___________________ A5.213.1 0 Steel framing: (Provide details on plans for.options 1-4 choSen) .[ N/A__________________ * Includes hotels/motels and high-rise residential buildings Foralterations~ with CIVIC 18.30.130 (section 2B below) instead. 2. Photovoltaic Systems 0 Residential new construction (for low-rise residential building permit applications submitted after 1/1120). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. If project includes Installation of an electric heat pump water heater pursuant to CAP section 3B betow(low.rise residential WaterHeatlng), increase systemsize by 3kWdc If PVoffsetoptlon is selected. Floor Plan ID (use additional sheets if necessary) CFA #d.u. Calculated kWdc* Exception 0 0 0 - 0 -- Total System Size: kWdc kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) 'Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. D Nonresidential new construction or alterations 41,000,000 BPV AND affecting ?759/6 existing floor area, OR addition that increases roof area by k2,000 square feet Please refer to CMC 1830 130 when completing this section *Note This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: 0 Gross Floor Area (GFA) Method GFA: Mm. System Size: kWdc 0 lf< 10,000sf. Enter: 5kWdc o lfa, 10,000s.f, calculate: 15 kWdcx (GFA/10,000) ** **Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4/16/2021 0 Time- Dependent Valuation Method Annual TDV Energy use:*** ___.x.80= Mm, system size: kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3 Water Heating A. 0 Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section. Provide complete details on the plans. 0 For systems serving individual dwelling units choose one system: Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) 0 Heat pump water heater AND PV system .3 kWdc larger than required in CMC 1830130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher 0 Solar water heating system that is either .60 solar savings fraction or 40 sf. solar collectors Exception: O For systems serving multiple dwelling units, install a central water-heating system with ALL of thefoDowing: 0 Gas or propane water heating system Recirculation system per CMC 18 30 150(B) (high-rise residential hotel/motel) or CMC 18 30 170(8) (low- rise residential) Solar water heating system that is either: .20 solar savings fraction .15 solar savings fraction, plus drain water heat recovery O Exception: B. 0 Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. 0 Water heating system derives at least 40% of its energy from one of the following (attach documentation): 0 Solar-thermal 0 Photovoltaics 0 Recovered energy Water heating system is (choose one): 0 Heat pump water heater Electric resistance water heater(s) OSolar water heating system with .40 solar savings fraction Exception: It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. Updated 4116/21 4. Electric Vehicle Charging _______________ ;• & fl Residential New construction and major alterations* Please refer to CMC 18.21.140 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE Ready parking space required 0 Exception: 0 Mull-family residential: 0 Exception: Total Parking Spaces Proposed EVSE Spaces EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable" Calculations: Total EVSEspaces= .l0xTotal parking spaces proposed (rounded up to nearestwhote number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready or "Capable" *jorafterationsare:(j)forofleandjyJo4arnityJyJeIlingsandtownhouseswith attached garages, alterations havea building permit valuation 2:$60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~: $200,000, intenorfinishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. *ADU exceptions for EV Ready space (no EV ready space required when): The accessory dwelling unit is located within one-half mile of public transit. The accessory dwelling unit is located within an architecturally and historically significant historic district. The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. When there is a car share vehicle located within one block of the accessory dwelling unit. B. U Nonresidential new construction (includes hotels/motels) 0 Exception: Please refer to CMC 18.21.150 when completing this section Total Parking Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Othör "Capable" CafruIafion Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1 10-25 2 1 D 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total 50 percent of Required EV Spaces Calculations: Total EVSE spaces =.l0xlotalparking spaces proposed (rounded up to nearestwhole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable Updated 4/16/2021 5. 41 K r4risportation Demand Management (TDM): Nonresidential ONLY An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. If TDM is applicabletoyour permit, staff will contact the applicant to develop a site-specific TDM plan based on the permit details. Employee ADT Estimation for Various Commercial Uses .)7 Office (all)2 20 13 Restaurant 11 11 Retaila 8 4.5 Industrial 4 3.5 Manufacturing 4 3 Warehousing 4 1 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, lOthEdition 2For all office uses, use SANDAG rate of 20 ADT/1 000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Samole calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf First l,000sf=8ADT 9,334 Sf - 1,000 sf = 8,334sf (8,334sf/ 1,000 x4.5) + 8 = 46 Employee ADT Acknowledgment: I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TDM plan and understand that an approved 1DM plan is a condition of permit issuance. Appticant8ignature:_____________ Date: _05.11 .2021 Person other than Appi ant to be contacted for TDM compliance (if applicable): Name (Printed): Phone Number.______________ Email Address: III WOcean, Suite 1750 Updated 4/16/2021 7