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2765 LOKER AVE W; ; CB151811; Permit
City of Carlsbad 08-06-2015 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB151811 Building Inspection Request Line (760) 602-2725 Job Address: 2765 LOKER AV WEST CBAD Permit Type: Tl Sub Type: INDUST Status: ISSUED Applied: 06/12/2015 Entered By: JMA Parcel No: 2090811800 Lot#: 0 Valuation: $2,842,312.00 Construction Type: 5B Occupancy Group: Reference# Plan Approved: 08/06/2015 Issued: 08/06/2015 Inspect Area Plan Check #: Project Title: NORDSON ASYMTEK: 65,612 SF Tl NEW ELEVATOR, 11,087 SF OFFICE, 44,897 SF MANUFACT, 7,858 SF WAREHOUSE, 1770 BREAKROOM Applicant: CAROLINA WEIDLER STE 120 18201 VON KARMAN AVE IRVINE CA 92612-1174 949-724-8958 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $7,201.08 $0.00 $5,040.76 $0.00 $0.00 $795.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $114.00 $767.50 Total Fees: $15,641.57 Total Payments To Date: Owner: REAL TY ASSOCIATES FUND VIII LP C/O TA ASSOCIATES REAL TY 1301 DOVE ST #860 NEWPORT BEACH CA 92660 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payqff Fee PFF (3105540) PFJ= (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $15,641.57 Balance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $491.00 $856.00 $375.38 $0.00 $0.00 $0.00 $0.00 ?? ?? $15,641.57 $0.00 Inspector: FINAL APPfsQV~'r- Date: /2 ·/ <./ • /0 Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. ·--:. I (' THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: IXf PLANNING O{IENGINEERING fr (_ Cicyof Carlsbad JOB ADDRESS 2765 Loker Avenue Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov SUITEI/SPACEI/UNITI U(JBUILDING OOFIRE OHEALTH !XJ HAZMAT/APCD Plan Check No. Est. Valu Plan Ck. Deposit SWPPP APN CT/PROJECT 11 LOT# 11 OF UNITS II BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP Nordson Asymtek V-B B/A/S-1F-1 DESCRIPTION OF WORK: Include Square Feet of Affected Area($) Tenant improvement work approximately~6/J.J'F. Construct new partition wall, ceiling, new wall finishes, modify, plumbing, electrical and lighting, and new Lula elevator. Space breakdown as follows: B= 1.987 sf, F1=44,897 sf, S1=7,858 sf, A1=1,770 sf vVlL 1h EXISTING USE Office / Manufacturing APPLICf\NTNAME C 1· W 'di SAA Primary Contact aro Ina e( er - ADDRESS 18201 Von Karman Ave, Ste 120 ciTY Irvine STATE CA ZIP 92612 PHONE FAX 949.724.8958 EMAIL 'di @ . ewe, · er saa1a.com DESIGN PRoFESs10NAL Jon Zimmerman c/o SAA ADDRess 18201 Von Karman Ave, Ste 120 ciTY Irvine STATE CA ZIP 92612 PHONE 949.724.8958 FAX EMAIL., @ , Jz1mmerman saa,a.com STATE LIC. 11 FIREPLACE YESO# AIR CONDITIONING FIRE SPRINKLERS NoD YEsONoD YESONoO PRoPERrvowNERNAME Dean Petersen c/o Hugh Marino, Inc. ADDRESS 1450 Front Street ciTY San Diego STATE CA ZIP 92101 PHONE 619.238.2111 FAX 619.238.2112 EMAIL dean@hughesmarino.com CONTR.41,Gf.JlR BUS. NAME ~ u--,,.... -,b{..f" (Sec. 7031,5 Business and Professions Code: Any City or County which requires a permit to·construct, alter, Improve, demolish or repair anl structure, prior to Its Issuance, also requires the applicant for such permit to file a signed statement tnat he Is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or !hat he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). DATE ' ', ,._::e,.. ' . ..; "' - I hereby affirm that I am exempt from on/racier'. Ucense Law for the following reason: D I, as owner of the property or my loye with wages as their sole compensation, will do the work and the structure is not Intended or offered for sale (Sec. 7044, Business and Prolessions Code: The Conlraclor'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 nol intended or offered for sale. If, however, the building or lmprovementls sold within one year of completion, the owner,builderwill have the burden of proving Iha! he did nol build or improve for the purpose of sale). D D I, as owner of the property, am exduslvely 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 conlracts for such projects with contraclor(s) licensed pursuanl to the Conlractor's License Law). I am exempt under Sectlon ____ Business and Professions Code tor this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. OYes 0No 2. I (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (indude name address/ phone/ contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person lo coordinate, supervise and provide the major work (include name /address/ phone/ contractors' license number): 5. I will provide some of lhe work, but I have contracted (hired) the following persons to provide the work Indicated (include name/ address/ phone/ type of work): ..._liS __ PR_o_PE_R_TY_o_w_N_ER_s_1G_N_A_TU_R_E ____________________ ...;;D=-A_GE_N_T ____ D_A_TE _____________ a-. Is the applicant or future bulldlng occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No X Is the applicant or ruture building occupant required to obtain a permll from the air pollution control district or air quality management district? Yes No X Is the facility to be constructed wilhin 1,000 feet of the oufer boundary of a school site? Yes No X IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ...,,;. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address -..,:-.;._ I cerlify that! have read the application and state that the above Information ls conectand that the Information on the plans Is accurate. I agree to comply with all City ordinances and State lav.s relating to building conslruction. I hereby authorize reµ-esenfafive of the City of Carlsbad to enter UIX)l1 the above mentioned properly fiJr inspedion purposes. I Al.SO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE Cl1Y OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANf WAY ACCRUE AGAINST SAID Cl1Y IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: Ni OSHA permit Is required for excavations over 5'0' deep demofitbn or construciion of struci!Jres over 3 stories in hei;Jht. EXPIRA.TION: Every permit issued by the Buikfioo ·a1 under th rovisi:ms of this Cod all expire by Imitation and bealme null and \IJkl if the buikling or Y,ork authorized f1J such permit is not commenced y,jfhin 180 days from !he dale of such permit or if the . 111 w a th rized b uch perm· is us pended or abandoned at any fime alter the 'Mlrlds commenced for a period of 180 days (fectlon 106.4.4 Uniform Building Code). ~ APPLICANT'S SIGNATURE ,,....,'L.f'... DATE ob/, 2. /-wls- STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. ilJ\lt\11', ~}i[\"1!11if'1'' fl' .. ,,~ " CERTIFICATE ' '; ~" .,, ""') ~~:t i~~ ff'", ':"'i'~il't\t ~~,.,,~,jfl<.\!Qt~~..., .... "',it'?'& '?''{~';1 ...... ~ .. f'Jf~---..~"' ., O F O CC U l" A N CY I C o m m e r c i a I Pr oJ e c t·s O n I y J · = "'' · ' ' + JI; .,. ~,.,,, '~ '• ' 'h ,,;,' -·~~ W':' J<w ~,1a\~J~~~J,,i,!\.,Ja;r~f.-~••~._.;.,.,~~~i~~t?,jf~ .... Fax (760) 602-8560, Email building@carlsbadca.gov or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. ,1 CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPAllrS BUS. LIC, No, DELIVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg.1) MAIL TO: CONTACT (Usted above) OCCUPANT (Listed above) ASSOCIATED CB# CONTRACTOR (On Pg. 1} NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION ..R!S APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB151811 Type: Tl INDUST NORDSON ASYMTEK: 65,612 SF Tl NEW ELEVATOR, 11,087 SF OFFICE, 44,8 Date ------Inspection Item ln~pector Act Comments 12/14/2015 89 Final Combo PD AP 12/14/2015 89 Final Combo RI COF 12/11/2015 89 Final Combo PB CA 12/11/2015 89 Final Combo RI COF 12/03/2015 89 Final Combo PB PA 12/03/2015 89 Final Combo RI FIRE@ 4:00 WEDNESDAYffALK TO CYNDI INAM 11/30/2015 92 Compliance Investigation PB NR 11/24/2015 89 Final Combo PB NR 11/18/2015 92 Compliance Investigation PB NR 10/27/2015 85 T-Bar PB AP 10/26/2015 85 T-Bar PY AP 10/22/2015 85 T-Bar PB NR 10/20/2015 85 T-Bar PB PA 10/14/2015 85 T-Bar PB PA 10/13/2015 85 T-Bar MC PA RM 107-109, 131 ONLY 09/29/2015 17 Interior Lath/Drywall PB AP 09/29/2015 31 Underground/Conduit-Wirin PB AP 09/23/2015 17 Interior Lath/Drywall PB AP 09/23/2015 84 Rough Combo PB AP 09/22/2015 17 Interior Lath/Drywall PB AP 09/22/2015 84 Rough Combo PB NR 09/16/2015 84 Rough Combo PB PA 09/10/2015 11 Ftg/Foundation/Piers PY PA 09/10/2015 17 Interior Lath/Drywall PY PA 09/10/2015 23 Gasrr est/Repairs PY PA 09/09/2015 84 Rough Combo PB AP 09/04/2015 21 Underground/Under Floor PB AP 09/04/2015 31 Underground/Conduit-Wirin PB AP 09/02/2015 17 Interior Lath/Drywall PB AP 09/01/2015 24 Roughffopout PB AP 08/31/2015 84 Rough Combo PB PA 08/28/2015 17 Interior Lath/Drywall PY PA 08/27/2015 84 Rough Combo PB PA 08/26/2015 84 Rough Combo PB PA 08/21/2015 66 Grout PB AP 08/17/2015 11 Ftg/Foundation/Piers PY PA 08/17/2015 21 Underground/Under Floor PY PA 08/14/2015 12 Steel/Bond Beam PB NR 08/14/2015 14 Frame/Steel/Bolting/Weldin PB PA 08/11/2015 17 Interior Lath/Drywall PB PA 08/10/2015 12 Steel/Bond Beam PY AP Tuesday, December 15, 2015 Page 1 of2 ~ .i--~-------..,~-, ,.,, . -~..---------' ..... ,~ ' ~ ' "' . . ~ 1 ' <\1 .. •f' ' > > > l' , ~ e,n 0~ . , , , J' CA~LSBAD 'INS.P·ECTION R·ECO·R·D l.3uildtr1{J DMslon ·. . . · . · @'INSPECTION RECORD CAf?D WITH APPROVED p,LANS 'MUST ,!;IE KJ::PT ON THE JOO . . . , !t'.i c;:AI.L BEFORE 3:30 pm FOR N.EXT WORK DAY INSPECTION . ~ FOR su,LDING JNSP.ECTION CALL~ 7 60·602-2725 ', OR·GO T(): WWw.Ca~lsb@dc~.gov{f3ui(!;!f 09 AND CLICK ON '--'.'Request Ins . f;lction'.' · · . · . · · · DATE: · /, f. · f'IORDSON ASYMTEK I5-P,O'.i,.-; \;Jr '' · l~EW EU!VATOR 11 087 $F OF'FfCfi. 44)397 5-F . . 'MANWFAC1', ?,B58SFWAREHOUSE. 11JrJ 8REAKRi Tl INOUST · . t,.ot#. · · CAROLINA WEIDLER • ' ' + : ~!ECO~!D COPV > ' > ;~ > ' .J'' ~J, ,'91··· Required Prior to Requestlng Bµildi,ag Final If ,nec:kc~ YES Notes ','./;,,; l ' >' > '· ,, { Pia nnln~Lands~ape 760-944-8463 Al!QW 48 hQUtS CM&I (En!Jlneenng tnspcttionsJ 760438-3891 call before 2 pm ' ' Fire Prevention 760'602-4660 . Allow48hours · type oflnspectlon · 'Date in~ ector Type o,f Jnse,e.c:~o,in~· ~-.----:::=:-:----:,-;=:=::::: , ,:·.""-. , . , Date lnspecta. #11 · 'FOUt'DATl,ON #31 IJ EL;CTRIC u:rmERGROUND \J UFE!~ #12 REINFQRCED $TEEL ~34 ROUGH El.ECTRlC · _,_.t .... 1s .... s_·.:...M .... AS .... o_N.:...RY .... P_R_E.G_R..,,.o_ur ___ ___,.+----4-------,-+ .... #3 .... a_· __ o_i: .... ·w .... c_m_1c.;:-_.s-'-.E __ Rv_1_cE-'-, _o_r_E,,..M_Po_RA_RY--t-...-----'--t----·- G.GROUT Cl WALL DRAlNS · #35 PHOTO-VOLTAIC #10 TILT pA/f Ef..S #39 FINAL . #~f POURSTRIPS #J,5 . ROOF ~HEATI!l~G #13 .. ~. SH~RPANE~ I 1116 lNS!JLATI.Olt , · tf81 UHDERGROU~D (111~;1,31} #17 INTE'RIORi.ATH,&DR)WALL #,82 ORYWALL,EXTLAlH1 GAS~ (11,18,23} #!,>1 POOL ~CA/$IEEL/BONl)/FENCE · #83 ROOF SH EATING,~ SHEAR (13,15) #84 F,MMEl'lOUGH COMBO {14,24,34,44} · .#85 T·B,ar (14,24,34,~) ft22 D SE\'iEll ~.Bl/CO O Pl./ CO · .#24 jOP QUT Cl Wi\S'l'E b WT~ A/SUNOl;BGROUNflYlS!,JAL · #27.· TIJB~SHOWER.PAN .. A/S Utif)El'lGRQ\JND HYDRO A/S.UNDER~ROlmD FLUS~. #2$ WATER HEATER.· · . A/5 OVERHEADJIYDROSTATIC #29 ·FINAL A/S FINJ\l. F/AfiOll!i!'HN ... . , , ' #6QO PRE•CONST.RU~TION ME~tiG . . . #60?. f'Pl~0W UP JNSPECTION · f/Aflt{AL, FJX,ED ~JtGUl~HINGSYST£rll ROUGH·\N ' .#4Q~ NOTI9HO C!-EAN · FIXED EXTitiCiSY~fi? HYDROSTATIC TE$T #,609 NOTIC; OFVIOI.ATION , · · MEDICAL Qi\$ PRE$S\JRc;J"ESf , . #61Q , V~RBAL WAJtNING. . MEDICAl,GASFINAL . REV 10/"J012 '. ·\%' > ,• ' :.,\, _ . .:,il!;.f.;.'JJli,i ~I~ . _ ,.m:-,~,. _eo,oo,..,,.. _h~l,'6"3 t~"'*' _O,Jjc,' _O:til:<"' _O'.hff. Q.hL'.:f. OVt!:iun'lWc:Id lr..qJ O;ro: t ;t'~Vf $.~id - LOKER. /lo 1811 Av MARS .INSPECTION INC. ".-f SJ.lt·rilJl !1rsp,1!~'/1',1.m Cr1mp,:,lr) •• ;t-etl Ph, b 19·.B-9'-3331 • Em:.1i1; mmsinsn'ii m:i.'i'.l.~ ------' ., _lf~P:<ts _l®itli'.~ttl _ti;:n~ t~nj;rr; _ F.rctt,:cl _Ottr _·ot-r.r _Oto __ J)Vrt:' 0 Ultra Soo~ i~t H.S E1:.:~ ______ _ -~ r.,,:,1 ______ _ __ ,G,.v,'l~ -------1.l.:t"..uF-I ______ _ ~t$p<1<.!1 __ ..,....eil)l!Ilr.:,:a ........_,..P~~(jj -~i:m ___ J.t!:;» _C'-!tl/'lf,re _Gc;,~.?.;n __ F"lfJl.{t.>!{,1 ·--~---~-...a--'ll.r;,1"11 u"" ---="~' !a,,--i:. ....... k ~ _kv _m- o:;-; ... , e;.. .. ,a!(o_fr ____ ~ ._ m,i;,r ./ ~J;r:;i-Ky ~ ~ebar O Full Pon -Oroo1t'o Woloo r..:; SlY.iP ;~'>:;t t _ C.on1it,1,1~\~ n Per~l;.fic · From: MIC!iAEL ROWLEY marsinsp@mac.com Subject: Fvyd: Scann~d-dcicument from HP ~Print user Date: August 10, 201!!i'aOl-:45AM To: Dean Vogt dean@burgercon.com Begin forwarded message: -From: eprintcenter~hp.com Subject: Scanned document from HP ePrint user Date: 9 August; 2015 9:44:02 am GMT-7 To: marsinsp@111ac.com · Reply-To: marsinsp@?mac.com This eman and ,Utachmentare sent on behalf of n1arsinsg@mac.c.om. · -If you do not want to receive this email in future, you may contact · marsinsg@mac.com directly or you may consult your email application for spam or junk email filtering options. Regards, _ HPieam z,~S L.oK£te._ /~ .. ,itt MARS INSPECTION INC. '' ,{ .~ttt':r. l, •,1 /rt</lt';. fhiJl (''rir.;j!''im'.I' . n:11 '1'11. Mli.-.t1•.t-H11 *E.mr1tl~ mm:i,iriSJl'·~.11;:,,...: t\'!:n _!:fu!dir.tl !t"" __ tt.s-{ ,_1' G.:,r·.:,,;;~ ~F·r;..;.t~ Ei:;:iq Q-l'l,'I' _O';',r,r _O''lW t,P:'11;1' _ H.S.Biin .....,,.P.tAT~ ----~m:i. ~u.,,., -t;l;">; G~-.;~ ,F."tj>l'!;tf _,trn.,r _Q.. ...... _i'lr'l<l• L V~PA'(:fd l I Ultt.i ~r;mie:. T¢1;t 1. ~ivr::tJi V'•'ime'~'l!l ~ CQmfmt} \'ltilcem 2 Af Wclr:s C Sm!;J~ ~5-f"dfoie> Inspection Report Fa;io-· .. j -·--01 f\'Y-Till ,. 0B1 51811 Fiof: ________ . _ ~------- Dt-A'1 ----------------- QU-.;:r. ---------------- --~is. (i..7;J -------__ ,;-..;~ r--:;1 ___ _ X l"l,.,,,..'!':;,:,::a :Ill;_ C-v.r.ttet,11i. -JLF-i.t:.,u~ 0 l;:pc:r.,ty /,.m:hi:-ri:: :)I Rr.100! ~61= • l.1["3 _ i;:r;:;e,i:;,:; y -· T$,'JJOF'IIJ::1> _i;;t,~ .... J:ttr,r 3 Pr~ IJ~oo ,_ F<:!.Ai.•1 C.l SMAW ::-Installation of: reinf. in struc:. -cone:. cont ftg.-(s); Jarfue !~) Eq1Jfp"!!9,r:i!_ yar~ta.rea: @ the fnd. le•,el: per _ respec.1i,..e plan WB\'lo'S & assoc. -s1ruc. ~t:a_ils-_ _ ________________ _ ----~-----· ----------=-----------~ .......... ~ ............. _ ---4""''""->i• ------~------------------_,,_ _____ ....,,... ___________ _ -------------------------- ~:n~: ' (:lsw. os·Jt/hra-.. µ~'""---,.--:~.,..~--~-i.-J:-----,-n-:r,-,-._---__ -._-,-J;'i-f(Ji-1' 't--- ""r;.;:'if...:;j,:...:~:.:::-,.)j.l:;..::.... ___ ... :---=1.:..:;2c:;.oo---1-r---------i ------1-1 j '-"...;;.;;=~---"'-'---'=-;..-___ _._ ______ ,__ _____ _. - 'i%!;;:lll:ll d lt'l:!rt fl.!lll!'1'l1 ~: --------------------------------------------------------- 1. 2., Ivr\J. \ i o 1 u,lu3 SAN DIEGO REGIONAL OF.flt)E;USE_ ONLY 0. E_llll,,l~ RECORDIDf.!:.._-n:'!:l·· t-t·: ~,----"'--------I t-1 '4J J"" HHMBP #.;;.""'--1· r:1-' ..,_· .,.·.,_. ""' ..,,_., ...... .....,,..,..,.....,... __ 1 HAZARDOUS MATERIALS QU_ESTIONNALRE .If Has a surveY, !!_e~/l D Wlll lhe ~~bJ~i:Jfa AP~P foclsh.~f.,11 .ll .lllfar_iia~r.19),ey onlle n. bleitif;,~A'.921~3. 0 CalARP Exempt ,,, Dale lnlllals 0 CslARP Required I . Date lnlllals · 0 CalARP Complele 1' Date lnlllals ~a I l5 Daie FIRE DEPARTMENT OCCUPANCY CLASSIFICATJ.~1,/;_· --.......... ---------------'---,------,.,-~-------,---- BV:. DATE: r . r EllEMl'T 01\ND FURTHllff l~f !>!IMATl~N REQUIRED ~.CD .nf.l~~r,t!D~)l;M11J~tl.aJs;s1~sllie~s·li!,!a_n;,q1her;p~!(1iiJll_ng1reqlJlrgm,g11ls,may,:.~!lll•{!JJ.ill\i. County or Sun Diego-DEH-H11z1111lous Malcr1als Division CCityof Carlsbad SPECIAL INSPECTION AGREEMENT 8-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires sp~cial inspection, structural observation and construction material testing. Project/Permit: ------Project Address: 2765 Loker Avenue, Carlsbad CA 92010 A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder 0. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print) Carolina Weidler (Firsl) ' (M I.) (Last) Mailing Address: 18201 Von Karma~ Avenue, Suite 120 Irvine CA 92612 Email· cweidler@saaia.com . Phone: __ _ I am: DProperty Owner DProperty Owner's Agent of Record !lOArchitect of Record DEngineer of Record State of California Registration Numbe · Expiration Date:~-- AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement 01 special inspections noted on t~pproved plans_ and, as required by the California Building Code. _ Signature-~k/ . Date: ______ ;iu.QL'7o-l-'/"4._ __ _ 8. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder/ owner-builder. Contractor's Company Name:_B_u_rg_e_r C_o_n_s_tru_c_ti_on ____________ Please check if you are Owner-Builder o Name: (Please print) __________ ...--_\ •_Ct._t,_· \_~----·~_\_\_-e._~;--------------- (RrstJ (M.I.) \ (Last) Mailing Address: 11760 Sorrento Valley Road, San Diego CA 92121 Email: i -·:hnCA-t G bv v')'?Y-(,,vj'] ,CffYYv Phone: 858. 755.1800 State of California Contractor's License Number: Soy~ q... Expiration Date: l\\ '?(I { tr.(' • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; · • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the cont~actor's) organization to exercise such control. • I wlll rovide a fl. al re ort I letter In com liance with CBC Section 1704.1.2 rior to re uestln final Ion. 8-45 · Page 1 of 1 Rev. 08/11 EsGil Corporation In Q>artnersliip witli (jovernmentfor<Builain9 Safety DATE: 8/4/15 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-1811 PROJECT ADDRESS: 2765 Loker Ave. PROJECT NAME: Nordson Asymtek Mfg TI SET: III D 6,PPLICANT ~URIS. D PLAN REVIEWER D FILE lz;J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ' D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: SAA Architects, Att'n: Carolina Weidler 18201 Von Karman Ave., Suite 120, Irvine, CA 92612 lz;J EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Carolina Weidler Telephone#: (949) 724-8958 Date contacted: (by: ) Email: cweidler@saaia.com Mail Telephone Fax In Person [z;J REMARKS: Set Ill must be slip-sheeted into Set II. By: Chuck Mendenhall (by KC) EsGil Corporation D GA D EJ D MB D PC 8/3/15 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In a'artnersnip witn qovemmentfor(}Juilaing Safety DATE: 7/21/15 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-1811 PROJECT ADDRE:SS: 2765 Loker Ave. PROJECT NAME: Nordson Asymtek Mfg TI SET: II ~Y.PLICANT ),!'~URIS. Q PLAN REVIEWER Q FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. i:;gj The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. i:;gj The applicant's copy of the check list has been sent to: SAA Architects, Att'n: Carolina Weidler 18201 Von Karman Ave., Suite 120, Irvine, CA 92612 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. i:;g] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Carolina Weidler Telephone#: (949) 724-8958 £.!l,ate corµacted: :n~ \ (by:~ Email: cweidler@saaia.com ~ail ~elephone Fax In Person D REMARKS: By: Glen Adamek EsGil Corporation !8J GA D EJ D MB D PC Enclosures: 7/10/15 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 15-1811 7/21/15 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • ARCHITECTURAL, STRUCTURAL & ELECTRICAL All OK NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. PLUMBING AND MECHANICAL CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 15-1811 PLAN REVIEWER: Glen Adamek DATE: 7/21/2015 SET: II GENERAL AND ARCHITECTURAL PME ITEMS 21. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 23. The response provided does not address the correction. ("Transfer air with SFD has been provided for MUA.") Please provide data on proposed equipment proposed to be installed. Cross-reference the "Utility Matrix" with the floor plans showing each proposed new equipment. Please provide listing data, cut-sheets and installation instruction for all the proposed new equipment proposed to be installed as part of this permit. Needed to check required hookups for water, drainage, electrical, gas, supply air, exhaust air, flue system, and combustion air as per installation instructions. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 25. The response provided states: "See revised pipe sizing calculations on sheet P0.2." But, no water line sizing calculations found on sheet P-0.2 and the water line sizing calculations on sheet P-0.1 have not been corrected. Correct the water line sizing TCarlsbad 15-1811 7/21/15 calculations on sheet P-0.1 as per the following: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix 'A'. A) Show the minimum and maximum water pressure to the water meter. B) Show the water pressure regulator pressure falloff for maximum water demand. C) The maximum allowed GPM and velocity values in the Hot and Cold Water Pipe Sizing Schedules do not agree with the CPC, Chart A4.1 for copper tubing. Please correct the total water pipe sizing. 27. The notes in details #2 & 3 on sheet P-4.1 do not show the location in the piping plan like shown in detail 1 on sheet P-4.1. Please correct. Hot water recirculating loop systems requirements (Not single family homes): Detail the following as per California Energy Efficiency Standard, Section 113( c)5: A) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. Detail 2 on sheet P-4.1 shows no air release valve. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 29. The response provided states: "Reference M2.1 zone plan for 'open plenum return zones'." What is an 'open plenum return zone'? Please clearly show the limits where the space above the ceiling is to be used as a duct or plenum. Compliance with the following will be done when the limits of the ceiling plenum is clearly shown. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. CMC 602.2. A) Specify that all combustible materials exposed within the plenum space must comply with CMC Section 602.2. Flame-spread index of not more than 25 and a smoke- developed rating of not more than 50. B) Environmental duct systems under positive pressure and/or product-conveying duct systems shall not extend into or through ducts or plenums. CMC Sections 504.0 (Environment) & 505.0 (Product conveying). D) Add the following three specifications to the mechanical and electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300-22(c)1", "Nonmetallic pneumatic tubing must be listed and labeled for use in plenum areas", and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations". Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMC 312.5 & CPC 807.0 30. The response provided states: "Comply. See note 29d." Where is note 29d? To be reviewed when all the required fire rated separations are clearly shown and addressed. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) dampers and/or shaft protection and identify installations on the mechanical plans themselves. 31. The response provided does not address the energy design matching the space heating and cooling systems proposed. Specify the make, model, type, and efficiency of the space heating and cooling systems in agreement with the energy design. 33. The response provided states: "Comply. Reference for exhaust and MUA." But the MS series plan sheets do not address compliance with CMC, Section 403.7 and Table 403.7. Carlsbad 15-1811 7/21/15 Please correct. Provide the exhaust and make-up air design for the occupancy type listed in CMC, Table 403.7. 34. The response provided state: "Reference for materials being exhausted." But, Esgil Corp. did not receive any hazmat report with the plan packages. Please provide the hazmat report so the following items can be reviewed. Please provide plans detail and calculations for the revised product conveying exhaust system showing the compliance with the following: A) Please clearly show the proposed materials to be exhausted by each of the proposed exhaust systems. B) Incompatible materials shall not be conveyed in the same system. CMC, Section 505.1.1. C) Show the designs of the Motors, Fans and Filters to comply with CMC, Section 503.0. D) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. CMC, Section 505.1 E) Detail minimum duct conveying velocities as per CMC 505.2 and Table 505.2. F) Detail the required make-up air as per CMC 505.3. G) Clearly show the duct materials are suitable for the intended use. CMC, Section 506.1 H) Clearly show the exhaust duct material and gage used for each duct size. CMC Tables 506.2(1) and/or 506.2(2). I) Detail duct fittings as per CMC Section 506.3. J) Detail duct cleanouts as per CMC Section 506.3. K) Detail duct support as per CMC, Section 506.5. L) Detail fire protection as per CMC, Section 506.6. M) Detail clearances from combustibles as per CMC, Section 506.7 N) Detail protection from physical damage as per CMC 506.8. 0) Detail the exhaust outlet clearances as per CMC 506.9. 35. Please provide the hazmat report so the following can be reviewed. Makeup air shall be provided to replenish air exhausted by the ventilation system. Makeup-air intake shall be located so as to avoid recirculation of contaminated air within enclosures. CMC 505.3 37. Please provide the hazmat report so the following can be reviewed. Product conveying exhaust terminations may be no less than 1 0' above grade, to the property line, or from openings back into the building or 3' from an exterior wall or roof. CMC 506.9 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In <Partnership with government for (]Jui(aing Safety DATE: 6/26/15 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-1811 PROJECT ADDRESS: 2765 Loker Ave. PROJECT NAME: Nordson Asymtek Mfg TI SET: I D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: SAA Architects, Att'n: Carolina Weidler 18201 Von Karman Ave., Suite 120, Irvine, CA 92612 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Carolina Weidler Telephone#: (949) 724-8958 Date contacted: ~-1,)..p (by~) Email: cweidler@saaia.com t,MailX Telephon~ \'l" Fax In Person D REMARKS: By: Chuck Mendenhall EsGil Corporation [XI GA [XI EJ O MB O PC Enclosures: 6/15/15 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 15-1811 6/26/15 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 15-1811 JURISDICTION: Carlsbad OCCUPANCY: B, Fl, S1, A USE: Mfg and Dev of High Tech Fluid Materials TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: unlimited SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 6/26/ 15 FOREWORD (PLEASE READ): ACTUAL AREA: 93,585 sf STORIES: 2 HEIGHT: no change OCCUPANTLOAD: 780 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/15/15 PLAN REVIEWER: Chuck Mendenhall This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process. please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 15-1811 6/26/15 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. At each of the partition types listed in the legend on sheets A-2.0 and A-2.1 reference the construction detail for the various partitions. Note that the one new full height partition that is referenced on these sheets is referenced to detail A-20.0/7. There is no detail 7 found on sheet A-20.0. 2. The various new partition types are shown on sheet A-10.2. reference these details to sheets A-2.0 and A-2.1 on the partition legend. 3. The elevator machine room and elevator shaft is shown on sheet A-20.3 detail 18. Detail 20 on this sheet indicates Elevator Equip. Room. Specify which of the details SH-1 thru SH-4 applies to the walls shown in detail 18 on sheet A-20.3. 4. Reference detail 16/A-10.2 to the details 18 & 20 on sheet A-20.3 at the machine room where it applies. 5. Reference detail 8 & 9 on sheet A-10.1 to the chain link fence location found on sheet A-2.0. 6. Each sheet of the structural part of the plans must be signed by the licensed engineer assuming design responsibility. California State Law. 7. When special inspection is required, the designer shall complete the city's "Special Inspection Agreement". Note on the plans that this must be comp-letyed prior to permit issuance by the City The city form may be found on the City Web site. • NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and Carlsbad 15-1811 6/26/15 include the following notes as applicable. 8. Bicycle parking. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. 9. Low-emitting, fuel-efficient and carpool/van pool parking. Note on the plans that fuel- efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.2. The specific details for the parking must be submitted and approved by City Planning Department. 10. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. 11. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 12. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 13. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. 14. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 15. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 16. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 17. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 18. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 19. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1. Carlsbad 15-1811 6/26/15 20. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. END OF ARCHITECTURAL & STRUCTURAL REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. • ELECTRICAL & ENERGY • All OK PLUMBING AND MECHANICAL CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 15-1811 PLAN REVIEWER: Glen Adamek DATE: 6/26/2015 SET: I GENERAL AND ARCHITECTURAL PME ITEMS 21. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 22. Provide the required independent ventilation or air-conditioning system for the elevator equipment room to prevent the overheating of the any solid-state electrical equipment within the elevator equipment room. CBC, Section 3006.1 Correct the following: a) Plans show the exhaust from the new elevator equipment room is connected to an existing exhaust system exhausting other areas. No an independent ventilation system for the new elevator equipment room. Please correct. b) Plans show no make-up air for exhaust from new elevator equipment room. Please correct. c) No smoke and fire damper shown for the duct opening in the required fire rated systems around the new elevator equipment room. Please correct. 23. Please provide listing data, cut-sheets and installation instruction for all the proposed new equipment proposed to be installed as part of this permit. Needed to check required hookups for water, drainage, electrical, gas, supply air, exhaust air, flue system, and combustion air as per installation instructions. Carlsbad 15-1811 6/26/15 PLUMBING (2013 CALIFORNIA PLUMBING CODE) 24. Describe the method of compliance for temperature limitations for the public use lavatorie.s (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 421.2. Energy Standards 11 0(C)3. 25. Correct the water line sizing calculations on sheet P-0.1 as per the following: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix 'A'. a) Show the minimum and maximum water pressure to the water meter. b) Show the water pressure regulator pressure falloff for the maximum water demand. c) The maximum allowed GPM and velocity values in the Hot and Cold Water Pipe Sizing Schedules do not agree with the CPC, Chart A4.1 for copper tubing. Please correct the total water pipe sizing. 26. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 421.2. Energy Standards 11 0(C)3. Detail 2 on sheet P-4.1 shows 120 degrees F maximum temperature, more than the Code maximum temperature. And the detail 2 on sheet P-4.1 shows no tempering valves. Please correct. 27. Hot water recirculating loop systems requirements (Not single family homes): Detail the following as per California Energy Efficiency Standard, Section 113(c)5: a) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. Detail 2 on sheet P-4.1 shows no air release valve. 28. Provide gas line plans and calculations showing gas pressures, piping types, gas demands, pipe lengths, and pipe sizing method used. CPC 1216.0 MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 29. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. CMC 602.2. Then address the following on the plans: a) Specify that all combustible materials exposed within the plenum space must comply with CMC Section 602.2. Flame-spread index of not more than 25 and a smoke- developed rating of not more than 50. b) Environmental duct systems under positive pressure and/or product-conveying duct systems shall not extend into or through ducts or plenums. CMC Sections 504.0 (Environment) & 505.0 (Product conveying). c) Clothes-dryer moisture-exhaust ducts under positive pressure shall not extend into or through ducts or plenums. CMC Section 504.3 d) Add the following three specifications to the mechanical and electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300-22(c)1 ", "Nonmetallic pneumatic tubing must be listed and labeled for use in plenum areas", and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations". Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMC 312.5 & CPC 807.0 ' < Carlsbad 15-1811 6/26/15 30. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) dampers and/or shaft protection and identify installations on the mechanical plans themselves. 31. Specify the make, model, type, and efficiency of the space heating and cooling systems in agreement with the energy design. 32. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. CMC Section 608.1. An "air-moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. 33. Provide the exhaust and make-up air design for the occupancy type listed in Table 403.7. 34. Please provide plans detail and calculations for the revised product conveying exhaust system showing the compliance with the following: a) Please clearly show the proposed materials to be exhausted by each of the proposed exhaust systems. b) Incompatible materials shall not be conveyed in the same system. CMC, Section 505.1.1. c) Show the designs of the Motors, Fans and Filters to comply with CMC, Section 503.0. d) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. CMC, Section 505.1 e) Detail minimum duct conveying velocities as per CMC 505.2 and Table 505.2. f) Detail the required make-up air as per CMC 505.3. g) Clearly show the duct materials are suitable for the intended use. CMC, Section 506.1 h) Clearly show the exhaust duct material and gage used for each duct size. CMC Tables 506.2(1) and/or 506.2(2). i) Detail duct fittings as per CMC Section 506.3. j) Detail duct cleanouts as per CMC Section 506.3. k) Detail duct support as per CMC, Section 506.5. I) Detail fire protection as per CMC, Section 506.6. m) Detail clearances from combustibles as per CMC, Section 506.7 n) Detail protection from physical damage as per CMC 506.8. o) Detail the exhaust outlet clearances as per CMC 506.9. 35. Makeup air shall be provided to replenish air exhausted by the ventilation system. Makeup-air intake shall be located so as to avoid recirculation of contaminated air within enclosures. CMC 505.3 36. Environmental exhaust duct terminations may be no closer than 3' from a property line or 3' from openings back into the building. Revise the duct layout or clearly note on the plans that the exhaust termination will be no closer than 3' to the window. CMC 504.5 . ' Carlsbad 15-1811 6/26/15 37. Product conveying exhaust terminations may be no less than 1 0' above grade, to the property line, or from openings back into the building or 3' from an exterior wall or roof. CMC 506.9 38. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMC 304.2. Please provide. City approval for use of an outside ladder is required. 39. Roof access ladders require landings at no greater a separation of 18', measured from floor level. CMC 304.2.1.2 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 15-1811 6/26/15 [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Chuck Mendenhall BUILDING ADDRESS: 2765 Loker Ave. BUILDING OCCUPANCY: BH, Fl, S1, A BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Mfg & Dev Tl ·~~§. rGtiy Est lo~ h 12 - Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ord in a nee Bldg. Permit Fee by Ordinance .... Plan Check Fee by Ordinance Type of Review: El Complete Review ORepetitive Fee ..,. Repeats D Other 0 Hourly EsGil Fee PLAN CHECK NO.: 15-1811 DATE: 6/26/ 15 Reg. VALUE ($) Mod. 2,842,312 2,842,312 $7,201.081 $4,680.701 O Structural Only i-------lHr@• $4,032.601 Comments: In addition to the above fee, an additional fee of $86 is due ( 1 hour@ $86/hr.) for the CalGreen review. Sheet 1 of 1 macvalue.doc + /:l~ ~~' W CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE:06/18/2015 PROJECT NAME: OFFICE/ MANTI PLAN CHECK NO: 1 VALUATION: $2,842,312 SET#: 1 ADDRESS: 2765 LOKER AVE Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: CB151811 APN: This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: VALRAY NELSON A Final Inspection by the ENGINEERING Division is required Yes ,1 No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: CWEIDLER@SAAIA.COM You may a/so have corrections from one or more of the divisions listed below. Approval from these divisions may be required ptior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602°2750 760-602-4665 ' ' . Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760~602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov if ValRay Marshall Dominic Fieri 760-602-2741 760-602-4664 ValRay.Marshall@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: <lt ~ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760°602-2750 www.carlsbadca.gov ENGINEERING Plan Check for C8151811 Date: 06/18/2015 Project Address: 2765 LOKER AVE APN: Project Description: Tl OF 65,612 Valuation: $2,842,312 ENGINEERING Contact : VALRA Y NELSON Phone: 760-602-27 41 Email: VALRA Y.MARSHALL@CARLSBADCA.GOV Fax: 760-602-1052 RESIDENTIAL INTERIOR 1~~] RESIDENTIAL ADDITION MINOR (<$20,000.00) . _·:CARLSBAD PREMIER OUTLETS ·_· OTHER: GYM I~ TENANT IMPROVEMENT C-1 PLAZA CAMINO REAL t-] COMPLETE OFFICE BUILDING r .. -· · -· · -· · -· · -· · -· · -· · -· · -· · -_· · -· · -· · -· · -· · -· · -· · -· · -.. , OFFICIAL USE ONLY E-36 ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: VALRAY NELSON DATE:06/18/2015 REMARKS: Tl OF EXISTING BUILDING NO FEE'S IT A REMODEL OF THE INTERIOR. NO CHANGE OF EXISTING USE Notification of Engineering APPROVAL has been sent to CWEIDLER@SAAIA.COM via VALRAV.MARSHALL@CARLSBADCA.GOV on 06/18/2015 Page 1 of 1 REV 4/30/11 -I j I Fee Calculation Worksheet ENGINEERING DIVISION _j Prepared by: Date: 06/18/2015 GEO DATA: LFMZ: / B&T: Bldg. Permit#: CB151811 Address: 2765 LOKER AVE Fees Update by: Date: 06/18/2015 Fees Update by: Date: 06/18/20'\] EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft/Units Types of Use: Types of Use: Types of Use: Sq.Ft/Units Sq.Ft.JU nits Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Sq.Ft.JU nits Types of Use: Sq.Ft./Units Types of Use: Sq.Ft.JU nits FEES REQUIRED: EDU's: EDU's: f:DU's: EDU's: ADT's: ADT's: ADT's: ADT's: Within CFO:': ~YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) ; __ NO 1. PARK-IN-LIEU FEE:: __ NW QUADRANT i_t~NE QUADRANT : __ }SE QUADARANT , SW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ D 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X 3. BRIDGE & THOROUGHFARE FEE: ADT'S/UNITS: ~ FEE/ADT: 001ST. #1 FEE/ADT: 4. FACILITIES MANAGEMENT FEE ZONE: I=$ []DIST.#2 1=$ ADT'S/UNITS: I X FEE/SQ.FT./UNIT: I=$ I=$ I=$ 5. SEWER FEE EDU's 1x FEE/EDU: BENEFIT AREA: EDU's 1x FEE/EDU: 6. DRAINAGE FEES: PLDA: I~: -HIGH i_:· :iMEDIUM C~]LOW ACRES: Jx FEE/AC: I=$ 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE D DIST.#3 TOTAL D D D D D ) /4f~"j~) '-,~, ?, ~ CITY OF PLANNING DIVISION BUILDING PLANCHECK APPROVAL CARLSBAD P-28 DATE: 7/13/15 PROJECT NAME: T.I. PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e:ov PLAN CHECK NO: CB151811 SET#: ADDRESS: 2765 LOKER AV W IX] This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required D Yes ~ No You may a/so have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: CWEIDLER@SAAIA.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: - PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760,602-4665 D Chris Sexton D 760-602-4624 Ch ris.Sexton@carlsbadca.gov ~ Gina Ruiz D 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: REVIEW#: 1 2 3 ~DD ~DD ~DD ~DD ~DD ~DD Site Plan: ~DD P-28 Plan Check No. CB151811 Address 2765 LOKER AV W Date 7/13/15 Review#g_ Planner GINA RUIZ Phone (760) 602-4675 Type of Project & Use: T.L Zoning: P-M General Plan: El Facilities Management Zone:.§ CFO (in/out)#_ 1 __ Date of participation: ___ Remaining net dev acres: __ . (For non-residential development: Type of land use created by this permit: __ ) Legend: ~ Item Complete Environmental Review Required: DATE OF COMPLETION: D Item Incomplete -Needs your action YES D NO ~ TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO ~ TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO 0 CA Coastal Commission Authority? YES O NO 0 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO ~ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO ~ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D NIA~. Page 2 of 3 07/11 ~ D D ~DD ~DD ~DD ~DD D [gJ D DOD City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES O NO [gj 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Screening of Equipment: ROOF EQUIPMENT: Required YES Shown NEW EQUIPMENT SHOWN TO BE LOCATED BEHIND EXISTING PARAPET PER SHEET A-6.0 MECHANICAL YARD: Required YES Shown SHEET A-0.4A STATES MASONRY WALL 6 FEET HIGH PAINTED TO MATCH -MEETS REQUIREMENTS 5. Parking: OFFICE: Spaces Required 15241/250=61 Shown fil MANUFACTURING: Spaces Required 43378/400=109 Shown 109 WAREHOUSE: Spaces Required 18218/1000=19 Shown j]_ TOTAL REQUIRED: 189 SPACES TOTAL PROVIDED: 232 SPACES D [gj D Additional Comments PLANCHECK NO. 1: #1. THE NEVV ROOF MOUNTED EQUIPMENT SHOVVN ON SHEET A 6.0 SHOWS EQUIPMENT JN FRONT OF THE EXISTING ROOF SCREEN. PER THE ATTACHED CITY OF CARLSBAD POLICY, PLEASE ADD SECTIONS SHOWING HOW THE NEW EQUIPMENT 'NILL BE SCREENED FROM VIEW. AN EXAMPLE HAS BEEN ATTACHED FOR YOUR REFERENCE. #2. PER CHAPTER 21.44.010 (C), WHEN THE PARKING CALCULATIONS RESULT JN A FRACTIONAL NUMBER, THE REQUIRED NUMBER OF PARKING SPACES SHALL ALVVAYS BE ROUNDED UP. PLEASE REVISE THE PARKING TOTALS ON SHEET A 0.4 PER THE ABOVE REQUIREMENTS. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 7/13/15 P-28 Page 3 of 3 07/11 _., ~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANS MITT AL SUU .. DING DEPTn coe~ft\'f& Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 07/24/2015 PROJECT NAME: NORDSON ASYMTEK PROJECT ID: CB151811 PLAN CK NO: SET#: 2/1 ADDRESS: 2765 LOKER AV W APN: IZ! This plan check review is complete and has been APPROVED by the FIRE Division. By:GR A Final Inspection by the FIRE Division is required ~ Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the -attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: cweilder@saaia.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760~602-4665 D Chris Sexton D ~ Greg Ryan - 760-602-4624 760-602-4663 Chris.Sexton@carlsbadca.gov Grego~.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Carlsbad Fire Department ';. --. Plan Review Requirements Category: TI , INDUST Date of Report: Name: Address: Permit#: Job Name: Job Address: 07-24-2015 CAROLINA WEIDLER 18201 VONK.ARMAN AVE-STE 120 IRVINE CA 92612-1174 CB151811 NORDSON ASYMTEK: 93,585 SF TI 2765 LOKER AV WEST CBAD Please review carefully all comments attached. Conditions: Reviewed by: q A}al( CITY OF CARLSBAD FIRE DEPARTMENT -APPROVED: w/ REQUIREMENTS THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES QF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Cond: CON0008438 • Add note that FIRE ALARM is a "Deferred" submittal. • Chapter 1, Section 105 of the California Fire Code requires the owner/occupant obtain "Operational Use" permits for the following items at or prior to FINAL inspection: 1. Flammable 1 Liquids 2. Combustible III-A Liquids 3. Combustible 111-B Liquids 4. Industrial Ovens/Kilns These permits are issued annually at it is the end users responsibility to maintain currency for any and all permits. Application and Fee information is attached to this communication. Entry: 07/24/2015 By: GR Action: AP J --.,, RECOMMENDED APPROVAL W/CONDITIONS REFER TO THE TWO (2) CONDITIONS BELOW BLDG. DEPT COPY Daryl K. James & Associates, Inc. Page: 1 of 4 Checked By: Robert Salgado Back Check Date: 0712/2015 APPLICANT: Carolina Weilder -SAA, Primary Applicant Carolina Weilder (949) 724-8958; cweilder@saaia.com JURISDICTION: Carlsbad Fire Department, Fire Prevention PROJECT NAME: Nordson Asytek Laboratory T.I. PROJECT ADDRESS: 2765 Loker Ave., Carlsbad PROJECT DESCRIPTION: CB151811 -The 65,612 SQ/FT. laboratory (Manufacturing/Fabrication) T.I. consists of the following: Demolition of (E) spaces to accommodate new floor plan layout, including the installation of new mechanical, electrical, and plumbing (MEP) systems to support the new Lab equipment. High-Piled Storage and modifications to existing fire alarm and detection system, fire sprinkler system, and other fire protection systems will be submitted separately as deferred submittal items. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. FLS COMMENTS (non-structural plan review}: SHEET A-0.01 COVER SHEET: (1) ,/Indicate on plan the group for the A occupancy classification. (Example: A-2, A-3, etc.). (2) ,/ Add the following NFPA standards onto the plans: Example: NFPA STANDARDS: • NFPA 13, Standard for the Installation of Sprinkler Systems as amended, 2013 Edition. • NFPA 30, flammable and combustible liquids code, 2012 Edition. • NFPA 72, National Fire Alarm and Signaling Code as amended, 2013 Edition. NOTE: NFPA and other Consensus Standards are listed in the 2013 CFC Chapter 80, Referenced Standards; please list all codes, regulations, and standards applicable to this project: (3) ,/ Clarify the word "firm" within the text of the "SCOPE OF WORK" statement. (4) ,/Provide a completed copy of the San Diego County DS-165 Form. NOTE: The S.D. County DS-165 CONDITION #1: THE SAN DIEGO COUNTY DS-165 FORM MUST BE REVIEWED AND SIGNED (BOTTOM OF PAGE 1) BY THE CITY OF CARLSBAD FIRE CODE OFFICIAL PRIOR TO FINAL APPROVAL. ~--~·~ :1 . ; 'I (4) ./ Pl$aSE1·add the following riotes onto the plans: D ./ 4a. An operational permit for the storage, ase, and h·andling of hazardous materials is required, Refer tQ 2013 CFC, Sections 105,6.16 ar:id t05.6.20. 0 ./ 4b, A construction permit for flammable Md combustible liquids and hazardous materials is required. Referto 2013, CFC, Sections f05.7.8 and 107.7.9. -(ij) ./ Ad<;I a separate .box onto the Title Sheet; label it: "FIRE DEPARTMENT DEFERRED SUBMITTALS" and, insert the followin_g "Tl;XT" · [verbatiml Deferred Submittal Items: • Fully-Automati¢ Fire Sprinkler system, designed in accordance with 2013 CF'.C, Section 903, and NFPA 1'.3, 2013 edition. NOTE: The AOR should refer to the hazardous materials report-prepared by Kiausbruckner and Associates, Rev. 2.1 dated June 8, ~015. • Fire Alarm arid Detection System, 20~3 · 'CFC, Sections 907.1 through 907.9 ·(Which inclU<;les all other uses anc! occupancy. -groups associated with this project), and NFPA 72, 2013 E1dition. Specify type -of system, Manual or automatic, combination automatic/manual alarm, and gas detection systems; include sprinkler monitoring requirements in accordance with 2013 CFC; Sectipns 903.4 ~hrough 903,4.2. (6) ./ Plec1se ·submit plans for a high"'.piled storage .(HPS) permit. Refer to 2013 CFC, Section 105.6.22. · The provisions ·of 2013 CFC, CH.~2 apply to the 7,858 SQ/FT., S-1 storage room #100. Add the- following ihformation onto the pians: D ,t'For arec:1s including, bLtt not limited to, storerooms and maintenance areas, describe storage conditions including, but ·not limited to, storc:1gE1 items, packaging materials, ·commodity classifications, sto~age configurations and l~yout such as racks, shelf stora~e and pallets. D ./ Denote the maximum height to the .top 0.f storage room ·#100, include c~iling height and aisle widths. · SHEET A-0.2, GENERAL NOTES: (1) ./Delete references to th~ city of HEALDSBURG FIRE DEPARTMENT, replace with the City of Carlsbad. See note #13. 1:8. S~EETA-0.6,.1st FLOOR EXITPLAN: (1) ./ Please indicc1.te on plan, aUd.oors that are equipped with ·"CARD R.EADER DEVICl;:S." The following code provision must be incorporated intQ the requir:ed means of egress (the entir:e exit system}, as applicable: · D Access-Controlled t;gress Doors. Refer to 2013 CBC, Sections 1008.1.9.8, and 101'4.2, item #2. Please c;la'rify the criteria, as outline9 in section 1008.1. 9.8. Items· h6, .and ·add notes and details onto the pians to illu_strate how the exit doors will unlock during fire emergencies. Refer to ·the electrical drawings, Enlarged Power Plc:1ns. · 2 . ~-I .J ft ~ .... --, (2) ./ The Hazardous Materials Report identifies several requirements that specifically apply fire and life safety, including specific fire safety functions for lab/fabrication operations. Because the floor plan drawings do not fully depict the fire and life safety provisions listed in the Hazardous Materials Report, it will be necessary to provide a separate drawing (Refer to 2013 CFC, Section [A] 105.4.2). Please provide a fire and life safety plan and illustrate the following provisions: CONDITION #2: THE HAZARDOUS MATERIALS REPORT THAT WAS SUBMITTED WITH THE REVISED DRAWINGS IS INCOMPLETE (IN DRAFT FORMAT, WITH ALL ATTACHMENTS MISSING AND NO SIGNATURE). PROVIDE A COPY OF THI;: FINAL REPORT WITH ATTACHMENTS AND A WET SIGNATURE. A COPY OF THE FINAL HAZARDOUS MATERIALS REPORT MUST ACCOMPANY THE PLANS DURING ALL FIELD INSPECTIONS. D 2a. Locations of fire extinguishers, item 4.2, p.6. D 2b. Locations of containers, compressed gas cylinders, and tanks, item 5.1.4, p.11. D 2c. Locations where hazardous materials are stored, item 5.1.9, p.14. D 2d. Locations of flammable liquid storage cabinets, item 5.1.9, p.14. D 2e. Means and methods used to separate incompatible materials, item 5.1.10.2, p.15. D 2f. Locations of fume hoods, item 5.2, pp.19-20. D 2g. Location of dust producing equipment, item 5.5., p.21. D 2h .. Locations of emergency shutoff devices. D 2i. Locations of fire control panel/units, and associated fire safety functions. D 2j. Locations of fire sprinkler risers and control valves. NOTE: Refer to the attachments referenced in each item. SHEET A-2.2, PARTITION PLAN B: (1) ./Electrical Room #102 has a 150kVA indoor transformer. Electrical Room #102 must be separated from the interior portions of the building with 1-Hour fire-resistive construction. Refer to CEC, Section 450.21(8). See the Singleline Diagram 1, New Section -XFMR T-DP2, 150kVA on Sheet E9.1. NOTE: lndentify the type of wall and indicate the assembly number. i.e. U.L., CBC Chapter 7, Gyp. W.B. Association, etc. SHEET A-2.2, PARTITION PLAN B: (1) ./Electrical Room #173 has a Main Switchboard that is rated for 3,000A. Doors #173A and #1738 must be equipped with Fire Exit Hardware and open in the direction of egress travel. Please illustrate this requirement on Sheet A-2.2. Refer to CEC 2013, Section 110.26(C)(3), and 2013 CBC, Section 1008.1.10.1. (2) ./ Electrical Room #173 has a 300kVA indoor transformer. Electrical Room #173 must be separated from the interior portions of the building with 1-Hour fire-resistive construction. Refer to CEC, Section 450.21 (B). See the Singleline Diagram 1, XFMR T-DP1, 300kVA on Sheet E9.1. NOTE: lndentify the type of wall and indicate the assembly number. i.e. U.L., CBC Chapter 7, Gyp. W.B. Association, etc. 3 ~;::----'"'==-=; ... , SHEET A.;2.3, 2nd ,f'LOOR PARTITION PLAN: (1) ,/ Please identify the use or occupancy of each· a:rea, room or space. (2) ,/p1eas·e clarify the means and method used to separate the A occupancies (1-Hour fire barrier) ·on the second floor from the remainder of the building (including the floor below.). Refer to_ the Hazardous Materials Report "General Summary Table" on page ·1, ·and item 7.1 Occupancy Separation on page 23. . NOTE: lndentify the type of wall and [hdicate the assembly number. i.e. U.L, CBC Chapter ·1, Gyp: W.B, -Association, etc. Add a d~tail call-out onto the plans. ,/SHEET E1.3, LIGHTING DETAIL:SHEET: (1) ,/ Add the following note onto Sh~et E1 .3: D ,/ Means of egress illumination level shall· be not less than 1-foot candle at the walking ·surface and equipped with not less than 90-minute battery bac_k\Jp,, 20.13 CBC, Section 1006, · . D ,/ Exit signs shall be -illuminated at all times and equipped with not less than ·90-mim.ite, battery bc;1ckup. ~013 CBC, ·section 1011.6'.3. SHEET E4.1B, ENLARGED:1st FLOOR LIGHTING PLAN-AREA 'B': (1) ,/ Please proviqe exit signage at the main entry ,doors of the Lobby #175 be~e·en grid lines L and M, crossing at grid fine 14. SHEET ES.1,_ENLARGED 2nd FLOOR LIGHTING PLAN: (1)-,/pi~ase provide exit signage along :th·e :path of egress travel (Hallway #202) leading to stairway #102.1, 'betwee_n griqlines .8 and 10, crossi,ng· .grid line C. Place an exit sign above the .exit <;ioor that ppehs into-the-stairway. · · SHEETS E6.1ATHROUGH E7_.~. ENLARGED FLOOR POWER PLANS-AREAS '81 C, AND~': (1) ,/please indici:)lte-on plan, ~II _doors that are equipped with "CARD READER DEVICES". The following code provision must be incorporated into the req,uirec;l means· of egress (Exit System): · D ,/ Access-Controlled Egre~s ;Doors. Refer to 2013· CBC, Sections 1 ooa.1.9.8, and 1'01'4.2·, item #2. Please clarify the 9riteria;. as .ou.tlined in section 1008.1.9.8. Items 1-6, and' add notes and. details .onto the plans to illustrate how·the exit doors wm· unlock during-emergencies. END OF COMMENTS 4 i 'i i . CORRECTION LIST Daryl K. James & Associates, Inc. APPLICANT: Carolina Weilder -SAA, Primary Applicant Carolina Weilder (949) 724-8958; cweilder@saaia.com BLDG. DEPT CtJPV Page 1 of 4 Checked By: Robert Salgado Plan Check Date: 06/23/2015 JURISDICTION: Carlsbad Fire Department, Fire Prevention PROJECT NAME: Nordson Asymtek Laboratory T.I. PROJECT ADDRESS: 2765 Loker Ave., Carlsbad PROJECT DESCRIPTION: CB151811 -The 65,612 SQ/FT. laboratory (Manufacturing/Fabrication) T.I. consists of the following: Demolition of (E) spaces to accommodate new floor plan layout, including the installation of new mechanical, electrical, and plumbing (MEP) systems to support the new Lab equipment. High-Piled Storage and modifications to existing fire alarm and detection system, fire sprinkler system, and other fire protection systems will be submitted separately as deferred submittal items. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES: • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Provide a written response following each comment, On This Correction List, explaining how and where _you've addressed each plan review comment. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Department plan check. • Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspection@roadrunner.com COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS TO AVOID DELAY: Attn: Robert Salgado 27 425 Blackstone Road Temecula, CA 92591 FLS COMMENTS (non-structural plan review): . . SHEET A-0.01 COVER SHEET: (1) Indicate on plan the group for the A occupancy classification. (Example: A-2, A-3, etc.). 1 Page 2 of 4 (2) Add the following NFPA standards onto the piar,s: Example: NF.PA STANDARDS: ~ NFPA ·13, Stcm,;lard for the. Installation of Sprinkler Systems as amended, 2013 Edition. • NFPA 30, flammable and cotnbastible./iquids code, 20·12 Edition. • NFPA 72, Natipna/Fire A/arm and Si[Jnaling Code.as amended,. 2013 Edition. NOT!;: NFPA and qther Consensus Stc:1ndards are ·listed in fhe 2013 CFC Chapter 80, Referenced $tandards; please lfst all codes, reg_qlations, and standards applicable to this project: (~) Clarify the word ".firm" within the text of the "SCOP!= OF yYORK" statement. (4) Provide a complet~d-copy of the Sari Diego County D$.:165 Form. NOTE: The S.D. County DS-165 Form mustbe reviewed c:1nd signed (Bottom of page 1,) by the city of Carlsbad Fire Code Official prior: to .final approval. · (5)' Please:add the following hates onto the plans:. D -4a.An operational permit for the storage, 1.1se,-c:1nd handling of hazardous materials is required. Refer to 2013 CFC, Secti_ons 1.05.6.16 and 105 .. 6.20. D 4b. A construction permit for flallirhable· and combustible liquids and hazardous materials ,is required. Refer to 2013, CFC., Sections 105.7.8.and 107.7.9. ((;) Add a separate box onto the Title Sheet; label it: "FIRE DEPARTMENT DEFERRED SUB_MITTALS" anq insert the followihg.-"TEXT" [v~rbatir'n]. · :Deferred Submittal Items: • Fully-Automatic .Fire Sprinkler.System, designed· in accordance with 2013 CFC, Section · 903, ·and NFPA 13, 2013 edition. NOTE: The AOR should refer to the hazardoµs materials report prepc:1red by Klallsbruckner.and Associc:1tes, Rev. 2.1 dated June 8, 2015. • Fire A!c1rm and Detection System', 2013 CFC, Sections 907.1 through 907.9 (which includes all other uses.·and occupancy groups associated with this project), and NFPA 72, 2013 edit.ion. Specify type of system: Manual or ~utomatic, combination automaticlmanuc:11 alarm, and gas detection systems; includ¢ sprinkler monitoring requirements in accordance with 2013 CFC, Sections, 903.4 through· 903.4.2. (7) Please submit plans.for a high-piled storage (HPS) permit. Refer to 2013 CFC, Section 105.6,22. The provisions of 2013 CFC,.CH.32 ,apply to the 7,858·SQ/FT., S-1 storage room #100. Add the following information onto the plans: · · D For areas including, but not limited to, storerooms and maintenance areas, describe storage conditions including, 'but not limited to, storage items, packaging materials; commodity classifications, storage configurations and layeut such as racks, shelf storage and .pallets. D Denote the maximum height tq the top of storage room #100, include ceiling height and aisle widths. · · · SHEET A-0.2, GENERAL NOTES: (1) Delete reference$·to ,the city of HEALDSBURG FIRE DEPARTMENT, replace. wifh the City of Carlsbad. See note #13.18·. · 2 .. ~I Page 3 of 4 SHEET A-0.6, 1st FLOOR EXIT PLAN: (1) Please indicate on plan, all doors that are equipped with "CARD READER DEVICES." The following code provision must be incorporated into the required means of egress (the entire exit system), as applicable: D Access-Controlled Egress Doors. Refer to 2013 CBC, Sections 1008.1.9.8, and 1014.2, item #2. Please clarify the criteria, as outlined in section 1008.1.9.8. Items 1-6, and add notes and details onto the plans to illustrate how the exit doors will unlock during fire emergencies. Refer to the electrical drawings, Enlarged Power Plans. (2) The Hazardous Materials Report identifies several requirements that specifically apply fire and life safety, including specific fire safety functions for lab/fabrication operations. Because the floor plan drawings do not fully depict the fire and life safety provisions listed in the Hazardous Materials Report, it will be necessary to provide a separate drawing (Refer to 2013 CFC, Section [A] 105.4.2). Please provide a fire and life safety plan and illustrate the following provisions: D 2a. Locations of fire extinguishers, item 4.2, p.6. D 2b. Locations of containers, compressed gas cylinders, and tanks, item 5.1.4, p.11. D 2c. Locations where hazardous materials are stored, item 5.1.9, p.14. D 2d. Locations of flammable liquid storage cabinets, item 5.1.9, p.14. D 2e. Means and methods used to separate incompatible materials, item 5.1.10.2, p.15. D 2f. Locations of fume hoods, item 5.2, pp.19-20. D 2g. Location of dust producing equipment, item 5.5., p.21. D 2h. Locations of emergency shutoff devices. D 2i. Locations of fire control panel/units, and associated fire safety functions. D 2j. Locations of fire sprinkler risers and control valves. NOTE: Refer to the attachments referenced in each item. SHEET A-2.2, PARTITION PLAN B: (1) Electrical Room #102 has a 150kVA indoor transformer. Electrical Room #102 must be separated from the interior portions of the building with 1-Hour fire-resistive construction. Refer to CEC, Section 450.21 (B). See the Singleline Diagram 1, New Section -XFMR T-DP2, 150kVA on Sheet E9.1. NOTE: lndentify the type of wall and indicate the assembly number. i.e. U.L., CBC Chapter 7, Gyp. W.B. Association, etc. SHEET A-2.2, PARTITION PLAN B: (1) Electrical Room #173 has a Main Switchboard that is rated for 3,000A. Doors #173A and #173B must be equipped with Fire Exit Hardware and open in the direction of egress travel. Please illustrate this requirement on Sheet A-2.2. Refer to CEC 2013, Section 110.26(C)(3), and 2013 CBC, Section 1008.1.10.1. 3 ! Page 4 of 4 (2) Electrical Room #173 has a :300kVA indoor transformer. Electrical Room #173 must be separated from the interior portions of the building with 1-'i-lour fire-resistive construction, Refer to CEC, Section 450.21.CB). See the Single!ine Oiagram 1, XFMRT-bP1, 300kVA on Sheet E9: 1. NOTE: l'ndentify the type of wall and indicate the assembly number. i.e. U.L., CBC Chapter 7, Gyp. W.R As$6ciation, etc. SHEET A-2.3, 2nd FLOOR ·PARTITION PLAN: (1) Pli;iase identify the use or occupancy of each ,area, room .or space. (2) Please ,clarify the means and method used to separate the A occupancies ( 1-Hour fire barrier) on the ·second floor from the. remainder of the building (including the floor below). Refer to the Hazardous Materials Report "General Summc;1ry Taple" on page 1, and item 7.1-Occupancy Separation on page 23. . NOTE: lndehtify the type of wall and indic~te the ·assembly number. i.e. HL., CBC Chapter 7, Gyp. W.B. Association, etq. Add a detail call-out onto the pians. SHEET E1.3, LIGHTING DETAIL SHEET: (1) Add the following note onto Sheet E1:3:· o Means of egress .illumination level shall be not less than 1-foot candle at the walking surface and equipped with riotless than 90-miriute battery backup,-2013 CBC, Section 1006. D Exit signs shall be illuminated atall times and equipped with not less than 90.-minute battery backup. 2013 CBC, Section 1011.6.3. SHEET E4.1B, ENLARGED 1sr FLOOR LIGHTING PLAN-AREA 'B': (1) Please provide exit sign·age· ~t the main entry doors of the Lobby #175 between gridlines L c;1nd M; crossing at gridline, 14'. SHEET E5.1, ENLARGED .2nd FLOOR LIGHTING PLAN: (1) Please provide exit signage along the path of egress trc1vel· (Hallway #202) leading to stairway #102.1, between gddline$ 8 and 1 O, crossing gridline C. Place an exit sign above the exit door .that opens into the stairway. SHEETS E6.1A TH~OUGH E7~ 1, ENLARGED FLOOR POWER PLANS-AREAS '81 C, AND D': (1.) Ple~se indicate .on plan, all doors that are equipped with "CARD READ!=R DEVICES". The following code provision must be incorporated into the required means of egress (Exit System): D Access...;Controlied !=gress Doors .. Refer to 2013 · CBC., Sections 1008.1.9.8, i;lnd 1014.2, item #2. Please clarify the criteria, ~s outlined iii section 1008.1.9.8. Items 1-6, arid add notes and .details orito the plans to illustr;:ite how the exit doors will uniock during emergencies. END OF COMMENTS 4 · , · · 7 City of San Diego ·,c ~ Development Services · · 1222 First Ave., MS-401 San Diego, CA 92101 (619) 446-5000 Hazardous Materials Reporting FORM DS-165 THE CITY OF SA~ DIEGO JANUARY 2014 All non-residential projects (except retaining walls, fences and sim~lar projects) must have a completed Hazardous Materials Re- porting Form at the time of project submittal. This information is used to determine the occupancy classification of the proposed structure(s) along with the fire and life safety protection systems and procedures required. For information regarding the comple- tion of this form, see Information Bulletin 116. SECTION I~ GENERAL INFO:Rl\'.tATION Project Name: Nordson Asymtek Tenant Name: NORDSON ASYMTEK Job Address: 2765 Loker Avenue, Carlsbad, CA Project Contact Name: STEVEN C. BURNS JR. . SECTION II: HAZARDOUS MATERIAJ.,S S~Y Project Nrmiber: For Cit; ·us~ Oniy · -----~----·. ---- Permit Nunibet: Fo~ City Use Only Building/Unit/Suite Number: Contact Phone Number: (760) 412-0535 Will this business use, store or dispense any of the following hazardous materials listed below? 0 NO or l!J YES :: ... If the answer is YES, then circle the hazardous materials classifications below and complete the Chemical Classification Form and Summary Sheets contained in Section IV below. ::I) 2. ~ ·5. 6. Combustible/Flammable Liquids Combustible Fiber Compressed Gases Corrosives Cryogenics (Inert or Oxidizing) Explosives or Blasting Agents 7. Fireworks 8. Flammable Gas 9. Flammable Solids 10. Organic Peroxides 11. Oxidizers @ Oxidizing Gas SECTION III: HAZARDOUS PROC:J!.:SS SUMMARY . Will this business perform any of the hazardous processes listed below? 13. Pyrophorics © Toxics/Highly Toxics 15. Unstable Reactives @ Water Reactives 0 NO or i!J YES If, the answer is YES, then circle the hazardous process below and complete the Chemical Classification Form and Summary Sheet (if necessary) contained in Section IV below: A Technical Report may be required for complex projects at the discretion of the hazardous materials plan reviewer. 1. Dipping Operations 5. Metal Plating 9. Refrigeration> 220 lbs of A-1 or 2. Dry Cleaning 6. Organic Coatings 30 lbs of others 3. Dust-Producil}g Operations 7. Powder Coatings 10. Semiconductor Fabrication 4. Industrial Ovens/Kilns 8. Printing 11. Spray Finishing 12. Welding/Cutting SECTION IV: liAZARDOUS MATERIALS CLASSIFICATION The classification of all chemicals stored and in use at the business is required in order to determine the requirements in the California Building and Fire Codes. Attached is a sample Chemical Classification Form required to be completed. The hazardous materials submittal must include an inventory of all chemicals along with a summary sheet detailing the total amounts for each hazardous classification. Each building or control area must have a separate summary sheet. ·SEC'IlONV: l)ECLAa,ATION I declare under penalty of perjury that, to the best of my knowledge, the res:o~/Y mad~ hyrein are true and correct. STEVEN C. BURNS JR. . ~ ~ f 9 JULY 2015 Name of Owner/Occupant/Authorized Agent (circle one) / \Signature ../ Date . -,;'or City Use Only · // . . Group. H ~ _ .. --·:-()cc~p;mcy .OR llfNQt ~ H Qccupan~y CityEmployee:~L, ~~~~Avt. Date: 'J .. zt.;Z?t,5, .. • Co;ntrolAre.a(s) . A .. .. ~rinte~ on recycled paper. Visit our web site at www.sandiego.gov/development-services. Upon request, this information is available in alternative formats for persons with disabilities. Ii ' -• .. • · · · · , -:1 Ii. :cJearP:a_ge,.1 _ :1 DS-165 (01-14) City of San Diego • Development Services Department • Hazardous Materials Reporting Page 2 of 10 Project Name: I. Project-~umber: --,--- Nordson Asymtek I ... --. -. CHEMICAL CLASSIFICATION SUMMARY TABLE COMMON CHEMICAL % MATERIAL QUANTITY QUANTITY LOCATION HAZARDOUS CAS# STATE !NUSE CLASSIFICA-NAME NAME CONC (Liquid, Solid, Gas) STORED (Open/Close) (Storage & Use) TIONS ' See Hazardous Materials Inventory Report ""'""1t::a=~'1e~~,:a_·r·,·--·:,p~~Q&,·i·1 \. -~ _!. "•.,., ,. .. Page 3 of 10 City of San Diego • Development Services Department • Hazardous Materials Reporting Project Name: I __ Project Num~e~: ---.. - .. Nordson Asymtek ,. --·-· ---- CHEMICAL CLASSIFICATION SUMMARY TABLE HAZARD CLASS: FL-IA CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Totals for FL-IA: Stored: · Open System: Closed System: , . .. HAZARD CLASS: FL-IB CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE - Totais for FL-IB: Stored: Open. Systen;i: Closed System: , .. ,, ' , . HAZARD CLASS: FL-IC CHEMICAL NAME AMOUNT STORED O.S. USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Totals for :FL-IC: Stored: , , Open System: Closed System: . , HAZARJlCLASS: FLAlVtMABLE SOLID CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF ST<>RAGE LOCATION OF USE ,_' · Totals for FLAM. SO~ID: Stored: Open $ystem: Closed System: -' jr,oiear,:·Page a: ,-1 t .. . . _, ~'. ·' . ~,,' '' . '"-' .; ,' .: City of San Diego • Development Services Department • Hazardous Materials Reporting Page 4 of 10 Project Name: , I Project Nuµil;>er: · - 1 Nordson Asymtek ·-_ _ _ . . . . .. . __ . _ ........ . CHEMICAL CLASSIFICATION SUMMARY TABLE HAZARD CLASS: ORGANIC PEROXIDE UD CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE . Tc;>tals for ORG. PER. l;lD Stored; ________ -__ Open System:_------~--'---Closed System:----------- UAZARD CLASS: ORGANIC PEROXIDE I CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE Total~ for O~G. PER. I: Stored, ·. Open System:----.~. ~~-~--~-Closed System:~·-----_--'-----~ HAZARD CLASS: ORGANIC PEROXIDE II CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE Totals-for OR~. P~R. II: Stored:___________ Open Sy13tem: . ClosedSyst_em: . . . HAZARD CLASS: ORGANIC PEROXIDE, III CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE ·Totals for ORG; PER. Ill: Stored:~----,-'~~~---Open Syst~m: . _Closed System:----------~ [c1~ar·:F.>.ag~ 4:··1 I. . .. ... .. . .. . . ., .. Page 5 of 10 City of San Diego • Development Services Department • Hazardous Materials Reporting Project Name: I . ... Project Number: Nordson Asvmtek . -.. -.. -... - CHEMICAL CLASSIFICATION SUMMARY TABLE .. . .. . -HAZARD CLASS: ORGANIC fEllOXIDE _IV CHEMICAL NAME AMOUNT STORED O.S. USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Totals for ORG. PER. W: Stored: Open System, Closed System: .. ' HAZARD CLASS: ORGANIC PEROXIDE V ' I .. . .. j .. CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE , . ! Totals for ORG. :PER. V: Stored: · Open System: Closed Syste:iµ: ; .. HAZARDCLAS$: OXIDIZER CLASS 4 CHEMICAL NAME AMOUNT STORED O.S. USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Totals for O~~ZER 4: .Stored: .. .Open.System: Closed System: .,. HAZARi> CLASS: OXI~IZER CLASS 3 "-~ .. CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE Totals for OXIDIZER: 3: Stored: Open S,ystem: Closed System: [ :c1ear:,Pi~g, e 5 :;I ~ ; " ' ' -' -_ ' ' -; ' , ... :~ City of San Diego ~ Development Services Department • Hazardous Materials Reporting Page 6 of 10 Project Name: 1 · ·. Pr~j~ct ~~~b~~:-. --" ---·--1 ' Nordson Asvmtek ...... ---. - CHEMICAL CLASSIFICATION SUMMARY TABLE HAZARD CLASS: OXIDIZER CLASS 2 '" CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE Totals for ·OXIDlZEJI 2: Stored: Open Srstem: Closed System: .. '' ., . . JtAZ.A:a,D CLASS: OXIDIZER CLASS 1 CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE Totals for ()XIDIZER 1: Stored: Open.System:: <:::Iosed System: .. ... ,. HAZAll,D CLASS: Ox:p)IZING GAS (HASEOlJS, OR LIQUIFIED) ... . . CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE .... ' ' Totl;ll,s for OX. o:: St9redi. . , Open.System: Closed System: . -.. -HAZARD-CLASS: PYROPiiORIC ' . ' ., CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE • TotaisforPYROPHORIC: Stored: Open System: . Closed System: f ., . •• 'T .. ., "':·;··a : ,c_1~~t H~g~ ·5,; <,,_, •••• '" ' ., ' Page7 of 10 City of San Diego • Development Services Department • Hazardous Materials Reporting Project Name: Nordson Asymtek P:r;oject Numbe;: "--;...;;:;..,;:: CHEMICAL CLASSIFICATION SUMMARY TABLE HAZAlU> CLASS: UNSTABLE BEACTIVE 4 CHEMICAL NAME AMOUNT STORED O.S.USE C.S. USE LOCATION OF STORAGE LOCATION OF USE Totals for UR. 4: Sto;red: ..,.----------~--Open System: Closed System:----~-------_ I HAZARD CLASS: UNSTABLE RE,ACTW:E 3 CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE Totals: foJ" 1JR, 3: Stored: Open System: Closed System: ~ HAZARD CLASS: UNSTABLE RAACTIVE 2 CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Totals fo:t: TJJl,. ~: Stored:--~--------Open System, " Closep_ Syst~m: HAZARD'. CLASS:,UNSTABLE REACTIVE l CHEMICAL NAME AMOUNT STORED O.S.USE C.S. USE LOCATION OF STORAGE LOCATION OF USE TotaJs f.;,r 'lJR. 1: Stored:~-'---~~---~---Ope:i;1 System:------~-----Closed System:. F9f ~a-rl~~gEi-iJ City of San Diego • Development Services Department • Hazardous Materials Reporting Page 8 of 10 Project N aJne: 1 ·_-Proje~tNumber: .. Nordson Asvmtek . -. ------·-··· .,. . CHEMICAL CLASSIFICATION SUMMARY 'l'ABLE HAZARD ·CLASS: WATER REACTIVE CUSS 3 .. CHEMICAL NAME AMOUNT STORED O.S.USE C.S. USE LOCATION OF STORAGE LOCATION OF USE ,. Totals for~-3: Stored: Open System: Closed System: ,·,, ,,, .. ~' ' ' .. ... HAZARD CLASS; WATER REACTIVE CLASS 2 CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Totals for WR. 2: .Stored: Open System: • Closed System: ,, ',., ,, HAZARD CLASS: WATER REACTIVE CLASS 1 CHEMICAL NAME AMOUNT STORED . O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE .. Total's for WR. 1f, Stored: Open System: Clo::;ed System: , .. .. . '. HAZARD _CLA;SS: CL -U CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Totals for (!L -II; StQred: . -Open.System: Closed System: .. Ii ,Ciear. Page:8 ·1 l ' ,. ~ ··~ (' '' • "' ·' -'~-- ' Page 9 of 10 City of San Diego • Development Services Department • Hazardous Materials Reporting Project Name: ·\ _ Project Number: Nordson Asymtek ----.. -------- CHEMICAL CLASSIFICATION SUMMARY TABLE HAZARD' CLASS: CL -IUA CHEMICAL NAME AMOUNT STORED O.S. USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Totals for ct. " I1IA: Stored: Open System: Closed Sy/'item: HAZARD CLASS: ct -nm CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE . -.. Tot~s for CL -· UIJJ: Stored: . Open System: Closed System: ----. - -. HAZARD CLASS: COMBUSTIBLE FIBER . CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE .. Tot~ls for·COl\:1:B. FIBER: Stored: Open System: Closed System: . --.. .. F.IAZARD CLASS: CRYOGENICS (FLAMl\fABLE, INERT, OR OXIDIZING) .. CHEMICAL NAME AMOUNT STORED O.S.USE C.S. USE LOCATION OF STORAGE LOCATION OF USE · Tot~s for CRYOGENICS: Stored: Open System: Closed System: f[ -------· _----~ ·1 ,-·;clear :Page 9 , I~ _ _.1' "'', ,_, ,., ,, , ,. r • "' ,' ' • -City of San Diego • Development Services Department • Hazardous Materials Reporting Page 10 of 10 ~ --. -~ ----" Project Name: I-Project Number:_ _ . i Nordson Asvmtek ------~ ---- CHEMICAL CLASSIFICATION SUMMARY TABLE HAZARD CLASS: FLAMMAB~ GAS CHEMICAL NAME AMOUNT STORED O.S.USE C.S. USE LOCATION OF STORAGE LOCATION OF USE . · Totals for FLAM. GAS: Stored: Open System: Closed;System: . -,. HAZARD CLASS: CORROSIVE -· CHEMICAL NAME AMOUNT STORED O.S. USE C.S. USE LOCATION OF STORAGE LOCATION OF USE --· Tot~ls for CORROSIVE: Stol'.~d: -Open System: Closed System: - HAZAiID CLASS: TOX1C CHEMICAL NAME AMOUNT STORED 0.$. USE C.S.USE LOCATION OF STORAGE LOCATION OF USE Total!§ fo:r TOXIC: Stored: Open $ystem: C!IC?sed System: -. . -.. HAZARD CLASS: fflGHLY TOXIC ---- CHEMICAL NAME AMOUNT STORED O.S.USE C.S.USE LOCATION OF STORAGE LOCATION OF USE --- : Totals for IDGHL"YTOXIC: Stored: Open System: Closed, System: . -. w • ··:·· .. ,···_ ·.--;·•··•:·· :•••eo n·Ql~at ~a,g~ ,~o- IC....A1-:_:_::_L;,.;:....:.:......:::.:.:.:J STRUCTURAL CALCULATIONS Nordson ASYMTEK 2765 Loker Ave Carlsbad, CA 92010 Prepared for: SSA RECEIVED JUL l O 2015 CITY OF CARLSBAD - BUILDING DIVISION 18201 Von Karman Ave. Suite 120 Irvine, CA 92612 ----P-repared by: ------ HOPE-AMUNDSON, INC. 1301 Third Avenue, Suite 300 San Diego, CA 92101 July 9, 2015 H-A Project #215080.00 Cf>\$. lS t\ Hope Amundson S1f'RlDCTURAL CAD..CULAu!ON ~INDEX Project: Norson ASVMTEK HA#215080.00 !Dascoi(?!lon Desi n Column at Elevator Footing at Elevator Typical Rooftop Equipment Equip. Yard CMU Wall {Out of Plane} Equipment Yard Wall Footing Equipment Yard Vertical .Design Equipment Yard Lateral Design Simpson Anchor Report Hilti Anchor Report Enercalc Report /)N/"im2Ui ~ Y ~T.lpt,f P4-~l(i/J !?age N1U1onra11all' 1 2 3 15 16 18 21 23 27 33 ¥~ 1 )· HI\ KOPE·AMUN~ Sheet_ of_ Structural Engineers 1301 lhlrtl Ave. Suite 300 San Diego CA 92101 Project Project No. ---"-w;-'-o"'-'~--·--Q;)'------------ Englneer _______ Date C.0-11-1$ -r--t--+---,--t----+-t--+--r----r-----i----+, --.I,, ,.__.J,.._--11--7" '.µo 1t:;u:, I &4u:W-A .. £i~I'1' f-' I I I • I I .... ~ tE--Jv _,__-+--I t>.~. -7o lp.s~ : f}!,t..-lPi.~ ~.,.f.O l.. = \,4 I . ,· L.L. -twpst ___ _ + + ~~-u._i4Y -~:C?.JP_ewr(A; I ~ ~· ~ l -----~---~-- ----,-----~---,' -----~ -.,_ ---___ .._ ------ : . I -+ -, ·-~ --; ~€=.(_~ ~ _ _ _ H~S ~k~'K.Y4l i I . . -----·-----ffi ' --.. : _ ___ , ~ -: 6.ilACD A..-::: ~X~.$.). i{ 4*'f:~S) = 6.7tf' ' . . -+-+-~,J,.. 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J~· .. 9 .. ~-~ ! --'-: ! _ ~ ... ...i ..... ..! _ ;_ --l i ' I I ' : ' +-----1-~ I Sc>l;L ~-'-!-: -~~..; J:.6Ll ! . ! . W ~-I= : l4_$_'4~)(0;4~J') ~ '!b1Lp__£_ ! I ' I ' \ _ _;_ _____ , ~fTh!= ~\4~(1:x 2'), =: 2.46 A.tfi t l I l l~-~~ ~ .:+ .~flub¥ ... Hi~~_(e:~ } _ ll1. ~\d ---------- ' . --··!· t' +--·l-~ ,---+ .l 2i.~> - .14¥t--:--···;-· , . ! "T :~ + -:- -~ 4,J..i-7 k~Jhz)L ~ :tsv·/ l • ' ,s: · -r ,,.= 1 :.. ·--'--,---,.-----''----:--:-. ---~-4-·---'-----7 -:-----: --. -... ~ -- l 1----,..-...;-..--t--.u-==4--:...-...+--=.: --L..c...---'---'=-' --~ - i---______ _,_ __ ----'··--·--- I --t---r-i-I -+--.J------f-- + '. I i ~'-· --l--- -j- -/.----- 3 •i: H\ HOPiE·AMlLD~DIDN Sheet _of_ Project Project No. 2..15 6 to. oo Structural Engineers 1301 Third Ave. SUiia 300 San Diego CA 92101 1----· ---- Engineer _f --: -~~~-,-~~ ·----. -. --~----· t_P.S_.=_.Gt'J5-~ I : tz.Y: ! .p.,. --4 R_p. '=--1-'-~----"--·r-·· ----· t:p_f !O. ~ c1--+ ________ Date <o 01/ts r• _::r,_~_J_~_Q ____ ·--------······--------~--------··-··-·-·-····--· --·-··· -··--·--·-···-·· .¾ ;:=: l,O ---~-------~-~-----------------~------------· ----·---~ ·-----------------.-J. - -------' -__ .__ ·----_, ___ ----~ -'·--.. ' ' ! .. ~~~@==~e~ , ($:,e.E"s~~) !.J .. ~---,. ~·.--------,-1 .. , 0 I .-(Af>~JTY'.. <! >. -~:~ l.A:~ .:tt.L ?;~1! ~ - c., (f\::.~.:iSL ti~ -Z.006 MC>S) + . I T~ = f,(o C-400) :;:: 4_4o:I i\r~ ~ L~(t.,86J :;:: /PS$ 'Fi i:41!-i~ {Q4b -=-\2 (Xt) * "4tJ:::: i.. 1 10~ ~ t.11tt i:i. 4 @ l><I 8G -LJ) u J ~ ' ' @ "'r ~ .,.\ r ~ L() . CD .,. .. k -" .. --I , ~ · l 1«z:J lO l Design Maps Summary Report IIUSGS Design Maps Summary Report User-Specified Input Report Title 215080 Nordson ASYMTEK Tue June 9, 2015 20:16:01 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.1325°N, 117 .2566°W Site Soil Classification Site Class D -"Stiff Soil" ,-------ii ,~ --. i je)~u~t USGS-Provided Output Ss = 1.041 g S1 = 0.404 g I/II/III A • + GE)_ SMs = 1.128 g ~Ml.: 0.645 9 ' ~ {( . Sos= o·. 752 g S01 = 0.4.,30 g . . [_' '4 Page 1 of2 ~'ayR For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code rE:ference i:Jocument. MCER Response Spectrum 1.20+ l Oil 0 ,, 0 84 ii on IV 0 fiO Ill 0 48 0 ., 0 24 0.12 000~-+--+---+---+---;~-----+---! 0. 00 G 20 0 to O GO O 80 l 00 l 20 l tO l GO l 80 2. 00 Period. T (sec) Design Response Spectrum :::-i---------- 072 0.64 • 0 56 -OI O 48 Ji O 40 0 32 0 24 016 0 08 000+--+--+--+--+---+---+--r---+--t--1 0 00 0 20 0 40 0 60 0 80 1 00 1.20 l 40 l GO i BO 2 00 Period. T ( ~c) For PGA,·, T1, CRs, and c., values, please vlei,y the detailed report. 5 Design Maps Detailed Report EUSGS Design Maps Detailed Report ASCE 7-10 Standard (33.1325°N, 117.2566°W) Site Class D -"Stiff Soil", Risk Category I/II/III Section 11.4.1 -Mapped Acceleration Parameters Note: Ground motion values provided below are for the directi~m of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain Ss) and 1.3 (to obtain 51). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for"Other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 c11 Ss. = 1.041 g From Figure 22-2 12] S1 = 0.404 g -----.---- Section 11.4.2 ·-Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on tM site ·soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class -NorN,., -Vs Su -A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and so~ rock 1,200 to 2,500 ft/s >50 >2;000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. $oft clay soil <600 ft/s <15 <1,000 psf Page 1 of6 Any profile with more than 10 ft of soil having the characteristics: 0 Plasticity index PI > 20, , . Soils requiring ~ii.c 11::~µu1 ,~1:: analysis in accordance with Section 21.1 • Moisture content w ~ 40%, and o Undr~i_ned shear_stre.r.igth_s" ~ 5.0.0. psf See :,eci:1on LU . .$.l For SI: lft/s = 0.3048 m/s llb/ft2 = 0.0479 kN/m 2 6 Design Maps Detailed Report Page 2 of6 Section 11.4.3 -Site Coefficients and Risk-Targeted Maximum Considered Earthquake (~CER) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient F. Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period Ss s 0.25 Ss = 0.50 Ss = 0.75 Ss = 1.00 Ss ~ 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 . Note: Use straight-line interpolation for intermediate values of Ss . For Site Class = D and Ss · = 'i.041 g, F. = 1.083 Table 11.4-2: Site Coefficient Fv Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period • A. B C D E 0.8 1.0 1.7 2.4 3.5 51 = 0.20 0.8 1.0. 1.6 2.0 3.2 51 = 0.30 0.8 1.0 1.5 1.8 .2.8 51 = 0.40 0.8 1.0 1.4 I 1.6 2.4 0.8 1.0 1.5 2.4 . . . . --·----------·--------------... --.. ___________ .. F' Note: Use straight-line interpolation for intermediate values of S1 For Site Class ~ D and Si = 0.40~ g, F. = 1.596 .. . . 7 ; Design Maps Detailed Report Equation {11.4-1): SHs = FaSs = 1.083 X 1.041 = 1.128 g Equation (11.4-2): SMl = fvS1 = 1.596 X 0.404 = 0.645 g Section 11.4.4 -Design Spectral Acceleration Parameters Equation (11.4-3): Sos=½ SMs = ½ X 1.128 = 0.752 g Equation (11.4-4): So, = ½ SM1 = ½ X 0.645 = 0.430 9 Section 11.4.5 -Design Respon.se Sp~Gtrum . From Figure 22-12 c~i Tl = 8 seconds ai -a • g i .. a 3 II < Cl1 "' C 0 t GI ct i Agure 11.4-1: Design Response Spectrum . T < T0 s. = Si» ( 0 4 + 0 6 T / T0 ) r0srsr6 s.=s0!1 Ts·< T !!> Tl : s4: so,/ T S01 o ,) ..i 30 · ·· •. • r, .. o:;12 1000 Period. T (sed 8 Page 3 of6 ---------------------------------------------·--- Design Maps Detailed Report Page 4 of6 Section 11.4.6 -Risk-Targeted Maximum Consi~ered Earthquake (MCER) Response Spectrum The MCE. Response Spectrum is determined by multiplying the design response spectrum above by 1.5, 1 000 Period. T.(secl .. 9 ,Design Maps Detailed Report 10 Page 5 of6 Section 11.8.3 -Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7c4i PGA = 0.398 Equation (11.8-1): PGAM = FroAPGA = 1.102 X 0.398 = 0.438 g Table 11.a-1: Site Coefficient FOG• • Site Mapped MCE Geometric Mean Peak Ground Acceleration, PGA Class PGA 5 PGA = PGA = PGA = PGA 2: 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.8 ,B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 I 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA . . For Site Class = D and PGA = 0.398 g, FPGA = 1.102 Section 21.2.1.1 -Method 1 (from Chapter 21 -Site-Specific Ground Motion Procedures for Seismic Design) From Figure 22-17csi CRs = 0.989 ----------" F.rom figure 22-131~~ .. Design Maps Detailed Report Section 11.6 -Seismic Design Category Ta ble 11.6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter RISK CATEGORY VALUE OF Sos I or II Ill IV Sos< 0~167g A A A 0.1679 ::S Sos < 0.33g B B C 0.33g S Sos < 0.50g C C D 0.S0g :S Sos D D D For Risk-Category= I and So,= 0.752 g, ~ismic Design Category= D Table 11.6-2 Seismic Design Category Based on 1-S Period Response Acceleration Parameter . RISK CATEGORY VALUE OF 501 . I I or II III IV So, < 0.067t11 --~ A A 0.067g ::S S01 < 0.1~39 B B (: . 0.1339 :S So, < 0.20g . C C D 0.20g :S S01 . . D D D . For Risk categoo-y = I and So, = 0.430 g, Seismic DesTgn Category = ID . Note: When S1 is greater than or equal to O. 759, the Seismic Design Category is IE for buiJdings in Risk Categories.I, II, stnd III, and F for those in Risk Category iv; irrespective of tbe cibove. . Seismic Design Category= "the more s~vere design category !n accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for.alternative approaches to calculating Seismic Design Category. References • Page 6 of6 1. Rgure 22-1: . . -h.ttp_;//eartliciuake:Usgs.99v]haiards/design~aps/ downioads/pc1rs1201o~AsEe:1 ~Fi·g~ie~22-1 . rdt 2. Figure 22-2: http://earthquake.usgs.gov/hazards/designmaps/ downloads/pdfs/201 O _ASCE-7 _Figu re_22-2 ,pdf 3. Figure 22-12: http://earthquake.usgs.gov/haza~ds/designmaps/downloads/pdfs/2010_ASCE-7 _Figure_22- 12.pdf 4. Figure 22-7: http://earthquake.usgs.gov/hazards(deslgnmaps/ downloads/pdfs/20 l0_ASCE-7 _Figu re_22-7 .pdf 5. Figure 22-17: http;//earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/20 lO_ASCE-7 _Figure_22- 17.pdf . .. 6. Figure 22-18: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7 _Figure_22- 18.pdf 11 12 JOB SHEET NO. OF -. ... :f1 ,::-:: ~JA A; Hh\-Pf1;:t,:""°jl">J¾r .;, _,..., ~-. ,.;· °tl~?'--a"T ,iiJ.,... .. -.z?--~ ,, CALCULATED--BY ______ DA=re=------- .:.~tructu· .. ,t f:.r~~o1 CHECKED BY DATE ------ Seismic Later@I Force on Non-Structural Elements and Components Detennine value of Fp (relative to Wp), Based on ASCE 7-1 o. Requirements for Seismic Design Category A are not considered. Input Data Variables determined by Sections 11.4.4 and 13.1.3 Sos = 0.752_ Spectral acceleration for short period per Section 11.4.4 Ip = 1.00 Component importance factor per Section 13.1.3 Output Data Strength level seismic design force per Section 13.3 and Tables 13.5-1 and 13.6-1 (Equation 13.3-3) (Equation 13.3-2) F, = C 0.4 a,Sos [1 • 2 _:_ ~ w, (Eq"'"°" 133-1) l Rpllp hj . r--oo,~ J w, Strength level values of F P (relative to W p) z ~: 1.25 1.00 2.50 2.50 1.00 h Rp: 1.00 1.50 1.50 2.00 2.50 1.00 1.13 0.60 1.20 1.13 0.36 0.95 1.09 0.58 1.20 1.09 0.35 0.90 1.05 0.56 1.20 1.05 0.34 0.85 1.02 0.54 1.20 1.02 0.32 0.80 0.98 0.52 1.20 0.98 0.31 0.75 0.94 0.50 1.20 0.94 0.30 0.70 0.90 0.48 1.20 0.90 0.29 0.65 0.86 0.46 1.15 0.86 0.28 0.60 0.83 0.44 1 10 OR~ O?R 0.55 0.79 0.42 1.05 0.79 0.25 0.50 0.75 0.40 1.00 0.75 0.24 0.45 0.71 0.38 0.95 0.71 0.23 0.40 0.68 0.36 0.90 0.68 0.23 0.35 0.64 0.34 0.85 0.64 0.23 0.30 0.60 0.32 0.80 0.60 0.23 0.25 0.56 0.30 0.75 0.56 0.23 0.20 0.53 0.28 0.70 0.53 0.23 0.15 0.49 0.26 0.65 0.49 0.23 0.10 0.45 0.24 0.60 0.45 0.23 0.05 0.41 0.23 0.55 0.41 0.23 0.00 0.38 0.23 0.50 0.38 0.23 1.\07 TOOLS LIBRARY\11 Calculations\12 Lateral Oes19n\Se1sm1c Loads 2012 IBC 2.50 2.50 1.00 2.50 --2.50 3.00 3.50 3.50 0.90 0.75 0.26 0.64 0.87 0.73 0.25 0.62 0.84 0.70 0.24 0.60 0.81 0.68 0.23 0.58 0.78 0.65 0.23 0.56 0.75 0.63 0.23 0.54 0.72 0.60 0.23 0.52 0.6.9 .O..filL _.023 0.49. (l AA n fifi n?~ n A.7 0.63 0.53 0.23 0.45 0.60 0.50 0.23 0.43 0.57 0.48 0.23 0.41 0.54 0.45 0.23 0.39 0.51 0.43 0.23 0.37 0.48 0.40 0.23 0.34 0.45 0.38 0.23 0.32 0.42 0.35 0.23 0.30 0.39 0.33 0.23 0.28 0.36 0.30 0.23 0.26 0.33 0.28 0.23 0.24 0.30 0.25 0.23 0.23 2.50 0.00 0.00 0.00 ------6.00 0.00 0.00 0.00 ~ ~~Er..\JP 0.36 I 0.35 0.34 0.33 0.31 0.30 .• D.29 - 0.28 0.26 0.25 0.24 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 JOB ~ HOPE-AMUNDSON Jt t •I~ SHEET NO;.·;..... _______ OF-,--____ _ CALCULATED BY DATE .... -___ _ ! ;r,"-~ ~ • ' ,,., ..,, -CHECKED BY DATE ____ _ &nwiomerrnt All]c(rnoO'age fou:ces Detennine andchor forces at equipment support points. Based on ASCE 7-10, Chapters 11, 12, and 13 Input Data Equimpment Data and Information HP-37 Equipment name or ID Wt 2.75 Opera11ng weight, kips ... = N,. e.g. = 32 Height of Center of Gravity of Equipment Above Slab or Foundation, in. Bx = 98 Longer dimension of anchor pattern, In. ~E By = 88 Shorter dimension of anchor pattern, in. :,--- Nx = 2 Number of anctiors In Longer dlmeslon Nv = 2 Number of anchors in Shorter dimension Seismic Factors / ~~_.,, .,1:...--~~---J<. N.,. .,. Fp = 0.38 Wp Seismic Design Force Per Section 13.3.1 FLAN Sos = 0.752 Spectral acceleration for short period per Eqn. 11.4-3 Oo = 2.5 OVerstrangth factor Per ASCE 7-10 Supplement No. 1. Table 13.5-1 or Table 13.6-1 Output Data -Anchor forces Anchor Group Design Anchor forces for anchor groups per section 12.4.3.2 and ACI 318 section D.3.3.5.3: Includes simultaneous orthogonal and vertical loading per section 12.5.3a Eby= (Vy) = 1.0xFpxWt x!l0 = 2,613 lb E,,,.= (VJ = 03xFP xWtxQ0 = 784 lb Mx = Ehyxc.g. = 83,600 in-lb My = Ehx xc.g. = 25,080 in-lb Eq. 16-5 (Use for interior foundation reinf.) EFz,max=(N,_) = (1.2 x Wt)+ (o.2s08 x Wt) = EF"-"*'=(Nll"l!I) = (o.9 x Wt)-(o.2s08 x Wt) = 3,714 lb 2,061 lb Eq. 16-7 (Use for anchor and perimeter foundation relnf.) Single Anchor Design Anchor forces for comer anchors per 2012 IBC Eq. 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 ..... ~ .. ~ ... Over-strength Level Tension (N) = Mx + My l:Fz. min = ~-NxxBy NyxBx (2 N x + 2 Ny -4) OVer-strength Level Shear M = [(2Nx ~;'N, _J +[(2Nx !~Ny-4J = t 682 lb! Proprietary software is provided by anchor manufacturers to design anchor groups and single anchors: 13 ,,,,,,,,, ..... "' Jt :F/ :· . ~ I ~11:.: . 0 11 ! ~/!' 1t\W ~ ill''' i !i}rf;, 11-I !! '. il· •1 it, d!l:i!H1 :I I I I ! I I i ! ' ' I' • ! • : ~ ,. .. .,, .. .. .. I .. t .. : ... ~ = : ! l .. I .. ! . • w l f J 1 , 1 , , , , , , , , 1 , 1 ,-, , 1 ~ , 1 , , i, i, r0~ ! 11 ~ ~ ~~~-~~~~!@~8~i~~~~~IQ11:@~l~!gfg ~ ~ HOPE ·AMUNl:>SCJ'4 Structural Engineers 1301 Third Ave. Suite 300 San Diego CA 92101 15 Sheet _of_ Project Project No. _____________ _ Engineer _______ Date ---,----·--' ---------,.---:------~----~--~------'--· --------------------~---·- ;_ _ __ .\\Ji:=-, ~1-P-5_f (.fir. F~f1~~r, ,,_,;,~-Ah~ C"';'v) _ ___ _.s~-~ ,Q:15~----, ----. ---·-------------· '; \.(]) 1~', : ~: .:: : 1...'f ld .,,_ \ .(D n ' 7'r ~ 0 ----------! -.t .'!\J•!:'D.. (~f;t'*--'_Dt~fr ~~ . . -\j F \t O \'!.'\.la~ :---------~d.&s I ~'-"' c,:Sh ------~ -. --------------- \J -== \. (j '--· t:~' ---,._, k~ft> I-CAO: c;.c~_ J.aJc ~~ ;... 4-~SPS]fp 'clf =-\¢,\ as.f. (Asch jC,,!.-L) fy ..,,"" r ct.> 'SJ95 Jip ~' =-f.\ p~-F (~~ 1 1 s .s 3) .'. ~ = t9 ·-sf _·---·cc.,·:·· ·---t=- s. . Zfi-= l.o ~/s? ~.S. ---. --.. '( ~ ~r; (f-M )d. !>"$) = iJ psi-= (µe1 21.4-(j H\. 1-fOPE-AMU~ Structural Engineers 1301 Third Ave. Suite 300 San Diego CA 92101 r&.~- .~ = l1psf X ,l' >U~'~ <=. l_l14 ~ H~:::: \J~_xc_~_, := AU ~~ff- 16 Sheet _or_ Project Project No. ______________ _ Engineer ________ Date 1~ .... wt>_ -FT&' b\'T _ , _fi.....,r'~b-9-...._ ...... 5_:t_s·~---'-L<".!-_. _ _ _ __. _ __ _ ____ . -~~-~~:r fL .. .,. .. . O,Oj_ ~-~ C:S.44 r __ :p: _{p_-_ 0_/2:{_C}~'·:· O~ ...J 3:: Q...l oCD :z.=' _,;;r- 0:: 3:: 1-u~ TYP G~~~D,;:~,--J-D ____ L -------- N o x ,, cl> ol o ~ I lre'~o 0 0 " 0 ' N / / x 0 3: r---l ---7 r-----1 I I -----, I' I I 1 · r- 1 I I I I : : b< : : --------, ~+:'> ~+-,-~--~_,.- : , I )..,+°' I I I ,\,I;: I I L 10'? ~ : I CONT w,o,ii;? _______ -1,"i ~"---: : ______ J L- I I I I I I I I I _______ J CTR L 1 ~ COL & WAt BLW l _J' ~-o·· I CTR11 LN SPLCE W10x12 b< r~~·- ./jY<?;'v~ l I 2 n -· -~ t CTR LN SP41CE CONT W10x12 +' ~-0. ,-;::) , , ~.,_- CTR L~ COL & WAUl BLW I ~ ) sv vtx NOTE: -l "",J 18 IA HO?E·AMUNDSON Sheet _of_ Project ~i--\ As Yt1'J1iY::- Project No. _2_~_-_o_eo ___ .o_o __________ _ Structural Engineers 1301 Third Ave. Suite 300 San Diego CA 92101 Engineer ~ Date Cpll{tl 15 ' ' i i i i l I I t '. I ' I IL , , 4:i:fre%1&-I I I ; e>'t'R i I I ' ' ' i ! I ; I I----+--+--+--;.--+--+--+-+--'--+: __.._--,._ ---· ---------,-------,-·--------·~'~<?.--. - --if--+--~~~~~~,,,.,.....-L---+-----' --L-: '---·:---~----------' ' +--~ I i 1--+----+---+---+---+-··----·-••-------·•-------·•·•--•----L---: ------•·'·-··+--·•;----f-.--f--·-·1--- ~ :-I_ '.4:. ~3-~----5n-~-----i 1-& Mf I -----, ---·-----" .... : .. :. -~--)A.~Ht,_f-1s.~H~-~--"'--·-'--A_~------ ' i ; •. HJ&(,._,_: -. ··-=,.c~---1----I' -5..bL ~ + · 7._~(!f -'--=--+7_ 8.o,f§f Lt~ (~fop -:j:' 1,b-P-f._f .. - __ ~JHD:-, ±2.~J.~f_:(~s~~,-BE:t). I l T -f--· B1 tu' i--+--+---==~=------+ ---s,--~ --1-...,__......___.....,.--+,·- --j I I --·, --'- M -== L0.0U'7 l&-- \) i= 0-0,?\~ .:Ir..::. Y,s,, ,., HOPE .. AMUN[)~Q]\j JOB SHEET NO._______ OF CALCULATED BY DATE CHECKED BY DATE ------ Wind Load on Main Wind-Force Resisting System Detennlne Design Wind Preasures for the Main Wind-Force Resisting System for Enclosed, Simple Diaphragm, Low-Rise Buildings by the Simplified Envelope Procedure. Based on ASCE 7-10, Chapter 28, section 28,6 Input Data Variables detennined by site and location V = 110 Basic Wind Speed per Figure 26.5-1, mph B Exposure Category per Section 26.7.3 Variables detennined by building configuration II Risk Category per IBC Table 1604.5 h = 10.0 Mean Roof Height, ft K,i = 1.00 Topographic factor (where z = h) per Section 26.8 e = o.o Roof angle, degrees From Figure 28.6-1 (by interoplation of roof slope): CaseA I (psf) Horizontal Pressures I Zone A B C D E P I LdCase1 19.2 -10.0 12.7 -5.9 ·23.1 530 LdCase2 0.0 0.0 · 0.0 0.0 0.0 From Figure 28.6-1 (for roof slope of zero): CaseB I (psi) Hortzontal Pressures I Zone A C e PS30 I LdCase1 19.2 nla 12.7 nla -23.1 Output Data Variables determined by ASCE 7, Chapter 28 ,._ = 1.00 Bldg. height and exposure factor per Fig. 28.6-1 Ps30 = (below) Simplified design wind pressure per Fig. 28.6-1, psf Vertical Pressures Overhangs The simplified envelope procedure is permitted for the design of the MWFRS only when a building meets all the conditions of Section 28.6.2 F G H EoH GOH ·13.1 -16,0 -10.1 -32.3 -25.3 0.0 0.0 0.0 o.o 0.0 Vertical Pressures Overhangs F G H EoH GoH · -13.1 -16.0 -10.1 -32.3 -25.3 Simplified Design Wind Pressure per Sections 28.6.3 and 28.6.4 Pa = :A. Kzt Ps10 {Equation 28.6· 1) (positive is toward surface; negative is away from surface) Case A (psf) Horizontal Pressures I Vertical Pressure.!l Overhangs Zone A B C D l E F G I H EoH GoH Pa I LdCase 1 19.2 8.0 16.0 8.0 f-23.1 •13.1 .... 1-10.1 -32.3 -25.3 LdCase2 0.0 0.0 0.0 0.0 i 0.0 o.o 0.0 0.0 0.0 0.0 I Case B I (pSf) Horizontal Pressures I Vertical P 'essur~ I overhangs I Zone A C l e I F G I H EoH GoH Pa I Ld Case 1 19.2 nla 16.0 nla ,-23.1 ! -13.1 i -16.0 1 -10.1 -32.3 -25.3 19 20 > ~ . ·:e· a -,, e . IS .. e; ia: -~- } a ~ !?t ' <> ,, e ? ~ ~ ~ (El ~ @, Google earth rrei::i--1 -------•;:ac:_.:::m:, .:=:c; ::=::=;;r=_ =··;;=,:.==;7:::::11_ 3~:0JlOO _: . .. l , - l.f!\ HOPE ·AMUNDroM Structural Engineers 1301 Third Ave. Sulla 300 San Diego CA 82101 ! Project 21 Sheet_ of_ Project No. _______________ _ Engineer ________ Date ---+-: --+--,., ----;,----1---~-!--- ----,--~--'-· --+---......,---+--!----.-----'-"~ .... ~-f- l -:--- -1---, ------'.-4---I -_ _..:._ __ _-:,. ---' __ , __ ,-----T'° ••-• j•--, ___ : ---Hss 3.x:~xY.4 : ot.. .v , I I · j - ~~~=~.%\G-if+ I= .o~;,4j ~J -r~~ se5E: K ... wL ~~¢.h. ...--t • +=w( ·la" 11!~ ,E:MlB~ -· . (:::££ _C:;;i.~Q.J::!!~~;r) I w~ sw,e~<H.. =-L$~:x~~.K~J<15 =-2S. ~ _. ~~!)_ ---.%-i··~ .-g ... ~"= ZS"->> 8,,,;5-1µ. • ·• #11~11,.Eff ~e:~ .J!.½~BP 6~ N'\ HOPE .. MAUNIE)N Structural Engineers 1301 Third Ave. Sulla 300 San Diego CA 92101 ' Project 22 Sheet _of_ Project No. _______________ _ Engineer _________ Date -----------r-----------------------' --------,------,-~-----J - ----'-• -----------------------------------------' ' ------...... ,--, ----~---. ---:__l!q::s, ~/2:-.:'C'.'_ -~~~~.,.~ __ A_~g--t~..',~':{<-:'.:c, ___ _{ ~111,. :t-l ! !-.Il _._~&t.1 --~ M ·1e1 .... !.~-\ --. - _ ·-. _ . W / zj Y6 ~ fM~~l iJ"'_;::-____ 4~_p1£xz.~ -~ aio.~- 'J -4~-:U: --r -4 - lb' ,=:: \ u <f'., ::; o,·10. ' ,, -~ .LJ.j_,, _.____!,,, o.~ ;---JI ., ' SIMPSON Anchor Designer™ l~I Software -~-Version2.3.5365.2 @ 1,ProJect lofonnation Customer company: Nordson ASYMTEK Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Cast-In-place Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth, ho1 (inch): 3.438 Anchor category: - Anchor ductility: Yes hm1n (inch): 4.81 Cm1n (inch): 3.75 Sm1n (inch): 3. 75 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Z <Figure 1> cf'b d ft-lb :~ 2100ft-lb Company: Hope-Amundson I Date: I 6/16/2015 Engineer: Micah I Page: I 1/4 Project: Address: 1301 Third Avenue, Suite 300, San Diego, CA 92 Phone: 619-232-4673 E-mail: Project description: Cantilever Col Anchorage and Base Plate Location: Fastening description: Base Material Concrete: Normal-weight Concrete thickness, h (inch): 72.00 State: Cracked Compressive strength, f c (psi): 2500 4'c,v: 1.4 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Do not evaluate concrete breakout In tension: No Do not evaluate concrete breakout In shear: No Ignore 6do requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 5.00 x 11.00 x 0.63 Yield stress: 30000 psi Profile typ(l/slze: HSS3X3X1/4 -------·-·------- Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plauslbillty. Simpson Strong-Tie Company Inc 5956 W. Las Posltas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtle.com SIMPSON Anchor Designer™ (~] ~e~~~~~365.2 \"1 Compan: Engineer: Project: Address: Phone: E-mail: <Figure 2> 11.00 Recommended Anchor Anchor Name: Heavy Hex Bolt-5/8"0 Heavy Hex Bolt, F1554 Gr. 36 Hope-Amundson Date: 6/16/2015 Micah Page: 2/4 1301 Third Avenue, Suite 300, San Diego, CA 92 619-232-4673 0 0 . v 0 0 • V Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibllfty, Simpson Strong-Tie Company Inc. 5956 W. Las Posltas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtle.com SIMPSON Anchor Designer™ I~ Software :;; Version 2.3.5365.2 ® 3. Resulting Anchor Forces Company: Engineer: Project: Address: Phone: E-mail: Anchor Tension load, Nua (lb) Shear load x, Vuax (lb) 1 2 Sum 3832.6 142.1 3974.8 Maximum concrete compression strain (%a): 0.13 Maximum concrete compression stress (psi): 577 Resultant tension force (lb): 3975 Resultant compression force (lb): 2495 o.o 0;0 0.0 . Eccentricity of resultant tension forces in x-axis, 13'Nx (Inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 3.25 Eccentricity of resultant shear forces in x-axis, e'v.. (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 4, Stael Strength of Anchor lo TansJon{Sec. D.5.1) N.,. (lb) ; ;N.,. (lb) 13100 0.75 9825 5. Concrete Breakout Strength of Anchor In Tension {Sec. D.5.2) Nb= kcA.a..Jfch.,1.s (Eq. D-6) kc la fc(psi) her (in) Nb(lb) 24.0 1.00 2500 3.438 7648 ;Nc1,g =; (ANcl ANco) 'l'oc,N 'l'od.N 'l'a.N'l'r;p,NNb (Sec. 0.4.1 & Eq. D-4) ANc(ln2) ANca (in2) 'l'ec,N 'f'od.N 138.50 106.35 0.613 0.933 &. eunout Strength of Anchor lo Tension (Sec, P,5,3) ;Npn = ;'Fc.PNp = ;'Fa.PBAbr1}fc (Sec. D.4.1, Eq. D-13 & D-14) 'l'a.P Ai.v (in2) f c (psi) ; 1.0 0.67 2500 0.70 'l'a,N 1.00 ;Npn (lb) 9394 Hope-Amundson Date: 6/16/2015 Micah Page: 3/4 1301 Third Avenue, Suite 300, San Diego, CA 92 619-232-4673 Shear load y, Vuay (lb) 344.0 344.0 688.0 <Figure 3> 01 'Fr;p,N Nb (lb) 1.000 7648 Shear load combined, ..J(Vuax)2+(Vuay)2 (lb) 344.0 344.0 688.0 ; 0.70 y -02 ;Ncbg (lb) 3989 Input data and results must be checked for agreement with the existing circumstances, the standards ·and guidelines must be checked for plauslblllty. Simpson Strong-Tise Comp,my Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtle.com SIMPSO N Anchor Designer™ Company: Hope-Amundson I Date: I 6/16/2015 Engineer: Micah I Page: 14/4 Software Project: !~~ Version 2.3.5365.2 Address: 1301 Third Avenue, Suite 300, San Diego, CA 92 Q!) Phone: 619-232-4673 E-mail: a. Steel Strength of Anchor In Shear l§ec. P,§.1) Va (lb) (,grou1 ¢ ¢~Vu (lb) 7865 1.0 0.65 5112 9, Concrete Breakout Strength of Anchor lo Shear (Sec, D,6,2) Shear parallel to edge In y-dlrectlon: Vbx = minl7(/o/da)0·2vdaA.aVrce.,1•5; 9.laVfcea11·5I (Eq. D-33 & Eq. D-34) /• (In) do (In) A.a fc (psi) Cot (in) 3.44 0.63 1.00 2500 4.00 (IV.ow=(, (2)(Avcl Avco) 'l'oc.v'l'e<1,v'l'c,v!T1..vVbX (Sec. D.4.1 & Eq. D-31) Ave (ln2) Avco (ln2) !Pec,v 'l'ect.v !Pc,v 114.00 72.00 1.000 1.000 1.400 10. ~O!lf.[&te Pixout Stmne!!l of Ancbor la Shear (Sec. D,6,3) ¢Vcpg = (,kcpNcbg = (,k.,,(AN.I ANoo} !Poc,N!Poc1,N'l'c,N'l'cp,NNb (Eq. D-41) kcp ANc (in2) ANco (in2) !f'ec,N !f'et1,N 2.0 138.50 106.35 1.000 0.933 • U,8HYll§ lnuractloo ofI1a11le and §b1ar E!U!.i:i (Sgc, g,n Vbx (lb) 3113 %.v 1.000 'l'c,N 1.000 Tension Factored Load, Nua (lb) Design Strength, 0Nn (lb) Steel 3833 9825 Concrete breakout 3975 3989 Pullout 3833 9394 Shear Factored Load, Vua (lb) Design Strength, rNn (lb) Steel 344 5112 II Concrete breakout x-688 9660 Pryout 688 13006 Interaction check Nusl¢Nn Vual¢Vn Combined Ratio Sec. D.7.1 1.00 0.00 99.6% VbX (lb) 3113 !f'cp,N Nb (lb) 1.000 7648 Ratio 0.39 1.00 0.41 Ratio 0.07 0.07 0.05 Permissible 1.0 5/sn,a Heavy Hex Bolt, F1554 Gr. 36 with hef = 3.438 Inch meets the selected design criteria. ---- Base Plate Thickness Required base plate thickness: 0.549 inch 12.wamlngs -Designer must exercise own judgement to determine if this design is suitable. ¢ (,Vct,gy (lb) 0.70 9660 ¢ ¢Vcpg (lb) 0.70 13006 Status Pass Pass (Governs) Pass Status Pass Pass (Governs} Pass Status Pass ---------------------·-----~-----------~--------------------------- Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-ne Company Inc 5956 W. Las Posltas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtle.com ,:,,s_, www.hlHl.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valld: Proof: Stand-off installation: Profile: Base material: Ledger Angle Anchorage Kwlk Bolt TZ • CS 5/8 (3 1/8) h., = 3.125 In., hnom = 3.563 in. Carbon Steel ESR-1917 5/1/2013 I 5/1/2015 design method ACI 318 / AC193 Page: Project: Sub-Project I Pas. No.: Date: -(Recommended plate thickness: not calculated) no profile cracked concrete, 2500, fc' = 2500 psi; h = 6.000 In. Profis Anchor 2.4.9 1 Nordson ASYMTEK 215080.00 6/16/2015 Reinforcement tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or< No. 4 bar Seismic loads (cal C, D, E, or F) no Geometry [In.] & Loading [lb, In.lb] -y----=----- ' z: I I I ~t <:po I ' ' ' cO l--i --· • I I " I -t ,, Input dala end results must be checked for agreement with the existing conditions end for plauslbDllyl --~~--~---· --- ~-~-\) PROFIS Anchor ( c ) 2003-2009 HIIII AG, FL-9494 Schaan Hllll ls a registered Trademark of HIIII AG, Schaen Y.-- 1: ii 5 9'1 www.hlltl.us Profls Anchor 2.4.9 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pos. No.: Nordson ASYMTEK 215080.00 6/16/2015 Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Date: Anchor Tension force Shear force Shear force x . Shear force y 1 ~ a o a max. concrete compressive strain: -[%o] max. concrete compressive stress: -[psij resu!tlng tension force In (x/y)=(0.000/0.000): 0 Pb] resulting compression force In (x/y)=(0.000/0.000): O Pb) 3 Tension load Load Nua {lb] Capacity n {lb] teal Strength Pullout Strength* Concrete Breakout.Strength** 6 NIA 86 • anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength N.., = ESR value ~ N,i...,i!:Nua Variables n 1 Calculations NaaPb] 17170 Results N..,pb] 17170 refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-1) A...N [in.2] 0.16 futa [psi] 106000 Nua Pb} 86 Input dara and results must bo checked for agreament wlth the exJsUng condlUona end for plauslbDllyl PROFIS Anchor { c ) 200$-2009 Hiltl AG, FL-9494 Schaan HUH 11 a registered Trademark of Hlltl A!3, Schaan 2877 NIA 3052 Utlllzatlon N = N..,/, Nn 1 NIA 3 Status OK NIA OK · www.hlltl.us Company: Speclfier: Address: Phone I Fax: E-Mail: 3.2 Concrete Breakout Strength Nct, = (t:~) ljfod,N ljfc,N ljfq,,N Nb ,Nct,:!Nua ~ seeACI 318-08, Part 0.5.2.1, Fig. RD.5.2.1(b) ~cO =9h~ . ljfec,N = (1 + ~ 8N) :!i 1.0 3h8r ljfod,N : 0.7 + 0.3 ( {st,) :!i 1,Q = MAX(C.,mln 1.5her} :!i 1 0 ljfcp.N Cac ' Cac · Nb = kc A ../f. h!i5 Varfabloa he1Pn,J 8c1.N pn.J 3.125 0.000 c..Pn.J k., 6.500 17 Calculations ~pn.2] ~ pn.2] 87.89 87.89 Results Neb Pb] Pccncrem 4696 0.650 ec2,N pn.J 0.000 A 1 ljlec1,N 1.000 p Neb Pb] 3052 ACI 318-08 Eq. (D-4) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Ca.min Pn,] DO t'c[psi] 2500 ljlec2,N 1.000 Nua Pb] 86 Input dais and results must be checked for agreement with the existing conditions and for plauslbliltyl PROFIS Anchor ( c) 2003-2009 HIIU AG, FL-9494 Schaan HIii! is a registered Trademark of Hilti AG, Schaan ,:,,s_,, Profls Anchor 2.4.9 Page: 3 Project: Sub-Project I Pos. No.: Nordson ASYMTEK 215080.00 6/16/2015 Date: lj(c,N 1.000 ljlod,N ljlq>,N 1.000 1.000 4696 www.hlHl.us Company: Specifier: Address: Phone I Fax: E-Mail: 4Shearload Page: Project: Sub-Project I Pos. No.: Date: ,:,,s., Profis Anchor 2.4.9 4 Nordson ASYMTEK 215080.00 6/16/2015 Steel Strength* LoadV.,.[lbJ 43 NIA 43 NIA Capacity t,Vn [lb] Utlllzatlon Pv = Vu,/t,Vn 5259 1 Status Steel failure (with lever ann)• Pryout Strength** Concrete edge failure in direction ** * anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength V aa = ESR value ~V111oe1:i!:V"" refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-2) Variables n 1 Calculations V.,.[Jb] 8091 Results V,.[Jb] 8091 4.2 Pryout Strength 0.16 0.650 Vcp : kq, [ {~) 1jfod,N 1jfc,N 1jfcp,N Nb] 4, Vcp:i!:Vua fu1a [psij 106000 ~ seeACI 318-08, Part 0.5.2.1, Fig. RD.5.2.1(b) ~ =9h~ 'lfcc,N = ( 1 + 18N) $ 1,0 3 hat ljfod,N = 0. 7 + 0.3 ( is'll~) $ 1.0 = MAX(Ca,m1n 1.5h.,) s 1 0 ljlcp,N Cac ' Cac • Nb = kc). -Kc ~f Variables kco h0, [Jn.] 8c1.N [Jn.] 2 3.125 0.000 fc,N c,,.,[Jn.J kc 1.000 6.500 17 Calculatlons ~[Jn.2] ~[Jn.2] 1jfoc1,N 87.89 87.89 1.000 Results V!?l?[Jb] !ccna,,to !V!?l?[Jb] 9391 0.700 6574 5 Combined tension and shear loads 0.028 IJNV = IJ~ + /3~ <= 1 Pv 0.008 VuaVb] 43 ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) ec2,N [in.] 0.000 ). 1 1jlec2,N . 1.000 Vua [lb] 43 ' 5/3 Input data and results must be checked for agreement with the exlsttng condlUons and for plauslbllltyl PROFIS Anchor ( c ) 20D3-2009 HIIU AG, FL-9494 Schaan Hilt! Is a registered Trademark of HilU AG, Schaan N/A NIA 6574 1 N/A NIA Ca.m1n pn.] .. (. [psij 2500 l,lod,N "'Ht 1.000 1. 00 Utilization ~N.v [%] OK NIA OK NIA Nb[Jb] 4696 Status OK www.hlltl.us Company: Specifier: Address: Phone I Fax: E-Mail: &Warnings Page: Project: Sub-Project I Pos. No.: Date: •=liS.U Profis Anchor 2.4.9 5 Nordson ASYMTEK 215080.00 6/16/2015 • Load re-distributions on the anchors due to elastic defonnations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be defonned when subjected to the loading! • Condition A applies when supplementary reinforcement Is used. The <t> factor is Increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your focal standard. • Refer to the manufacturer's product literature for cleaning and installation Instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with AC! 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with tho existing conditions and for plauslbUltyl PROFIS Anchor ( c) 2003-2009 HJIU AG, FL-9494 Schaan HJIU fs a reglatared Trademark of Hilll AG, Schaen www.hlltl.us Company: Specifier: Address: Phone I Fax: E-Mail: 7 Installation data Page: Project: Sub-Project I Pos. No.:· Date: c:,,s;r1 Profls Anchor 2.4.9 6 Nordson ASYMTEK 215080.00 6/16/2015 Anchor plate, steel: -Anchor type and diameter: Kwik Bolt TZ -CS 5/8 (3 1/8) Profile: -Installation torque: 720.001 In.lb Hole diameter In the fixture: • Hole diameter In the base material: 0.625 In. Plate thickness (input): -Hole depth In the base material: 3.750 In. Recommended plate thickness: • Minimum thickness of the base material: 5.000 In. Cleaning: Manual cleaning of the drilled hole according to Instructions for use ls·requlred. Coordinates Anchor In. Anchor x y C,x C+x 1 0.000 0.000 8 Remarks; Your Cooperation Duties • Any and all information and data contained In the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations In accordance with Hlltl's technlcal directions and operating, mounting and assembly Instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to ·using the relevant Hlltl product. The results of the calculations carried out by means of the Software are based essentially on the d~ta you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific faclllty. The Software serves only as an aid to Interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must.take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by HilU on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software In each case by carrying out manual updates via the Hiltl Website. Hilt! will not be llable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input da!B and results must be chtlCked for agreement with the existing condltlons and for plauslbUltyl · PROFIS Anchor ( c) 2003-2009 Hlltl AG, FL·9494 Schaan HIit! Is a registered Trademark of HIIU AG, Schaan lifle Block Line-1 Project litle: Nordson ASYMTEK Armando Valdos (Micah Hendersh Project JD: 215080.00 Tl You can change this area using the "Settings• menu item and then using the "Printing & Title Block" selection. Engineer: ProJect Descr: lifle Block Line 6 Client Information Client Company : SSA (Shlemmer/Algaze Associates} Address : 18201 Von Karman Ave Suite 120, Irvine, Ca 92612 Phone : 949-724-9858 Fax : 949-724-1981 Contact : Alternate Contact : Client Notes : Printed: 16 JUN 2015, 9:34AM File= C:\Users\MJcah\OOCUME-1\ENERCA-11215080--1.00N\COL@EL-1.EC6 . 8-!ERCALC, INC.1983-2015, Build:6.15.3.9, Ver:E}.15.3.9 . . . eMail Trtle Block Line 1 You csn change this area using the "Settings• menu item and then using the "Printing & Trtle Block" selection. Tdle Block Line 6 Steel Column Description: Column at Elevator 14' Code References -------- Project Title: En9ineer: ProJect Descr: Project ID: Prinled: 11 JUN 2015, 10:08AM File = c:\Useis\Micah\DOCUME-1\ENERCA-11215080--1.00N\COL@B.-1.ECG ENERCALC, INC. 1983-2015, Buikl:6.15.3.9, Ver.6.15.3.9 . . . Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Load Combinations Used : IBC 2012 General lnfonnation Steel Section Name : Analysis Method : Steel Stress Grade Fy : steel Yield E: Elastic Bending Modulus Load Combination : Applied loads HSS3x3x1/4 Allowable Strength 36.0 ksi 29,000.0 ksi IBC2012 Overall Column Height 14.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X-X (width) axis : Unbraced Length for X-XAxis buckling= 14.0 ft, K = 1.0 Y-Y (depth) axis: Unbraced Length for Y-Y Axis buckling= 14.0 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Column self weight included: 122.892 lbs* Dead Load Factor AXIAL LOADS ... Axial Load at 14.0 ft, D = 4.130, L = 5.90 k DESIGN SUMMARY Banding & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are ••• Pa:Axial Pn / Omega : Allowable Ma-x: Applied Mn-x/ Omega : Allowable Ma-y: Applied Mn-y I Omega : Allowable PASS Maximum Shear Stress Ratio= Load Combination Location of max.above base At maximum location values are ••• Va:Applied Vn / Omega : Allowable load Combination Results -=----- Load Combination +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0. 750L +0. 750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L +0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H Maximum Reactions Load Combination +D+H 0.6342 : 1 +D+L+H 0.0 ft 10.153 k 16.010 k 0.0 k-ft 4.455 k-ft 0.0 k-ft 4.455 k-ft 0.0 : 1 0.0 ft 0.0 k 0.0 k Maximum Axial + Bending Stress Ratios Stress Ratio Status Location o..26.6. ~ss -O.OO..ft 0.634 PASS 0.00 ft 0.266 PASS 0.00 ft 0.266 PASS 0.00 ft 0.542 PASS 0.00 ft 0.542 PASS 0.00 ft 0.266 PASS 0.00 ft 0.266 PASS 0.00 ft 0.542 PASS 0.00 ft 0.542 PASS 0.00 ft 0.542 PASS 0.00 ft 0.159 PASS 0.00 ft 0.159 PASS 0.00 ft X-X Axis Reaction @Base @Top k Maximum SERVICE Load Reactions •. Top along X-X Bottom along X-X Top along Y-Y Bottom along Y·Y Maximum SERVICE Load Deflections ••• Along Y-Y 0.0 in at for load combination : Along X-X O .0 in at for load combination : Maximum Shear Ratios 0.0 k 0.0 k 0.0 k 0.0 k 0.0ft above base 0 .0 ft above base Stress Ratio Status Location .0.000-PASS--0.00-ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Y -Y Axis Reaction @Base @Top k Note: Only non-zero reactions are listed. Axial Reaction @Base 4.253 k TIiie Block Line 1 You ca'll change this area using the "Settings" menu item and then using the "Printing & TiHe Block" selection. litie Block Line 6 Steel Column Description: Column at Elevator 14' Maximum Reactions Load Combination +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H +O+0.750L +0.750S+0.450W+H. +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnty sonly WOnly EOnly HOnly X-X Axis Reaction @Base @Top k k k k k k k k k k k k k k k k k k k Maximum Deflections for Load Combination$ Load Combination Max. X-X Deflection Distance +D+H 0.0000 in 0.000 +D+L+H 0.0000 In 0.000 +D+Lr+H 0.0000 in 0.000 +D+S+H 0.0000 in 0.000 +D+0.750Lr+0.750L +H 0.0000 in 0.000 +D+0.750L+0.750S+H 0.0000 in 0.000 +D+0.60W+H 0.0000 in 0.000 +D+0.70E+H 0.0000 In 0.000 +D+0.750Lr+0.750L +0.450W+H 0.0000 in 0.000 +D+0.750L +0.750S+0.450W+H 0.0000 In 0.000 +D+0.750L-+0.750S+0.5250E+H 0.0000 in 0.000 +0.60D+0.60W+0.60H 0.0000 in 0.000 +0.60D+0.70E+0.60H 0.0000 in 0.000 DOnly 0.0000 in 0.000 Lr Only 0.0000 in 0.000 LOnly 0.0000 In 0.000 sonly 0.0000 in 0.000 WOnly 0.0000 In 0.000 EOnly 0.0000 in 0.000 HOnly--"0.0000" In 0.000 ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft Project litte: EnQineer. Pro;ect Descr: Project ID: Printed: 11 JUN 2015, 10:08AM Flle = c~Users\Mlcah\DOCUME-1\ENERCA-1\215080-1.00MCOL@B.-1.EC6 ENERCALC, INC. 1983-2015, Buikt.6.15.3.9, Ver.6.15.3.9 Y-Y Axis Reaction @Base @Top Max. Y-Y Deflection 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 In 0.000 in 0.000 In 0:000 in . . . Note: Only non-zero reactions are listed. k k k k k k k k k k k k k k k k k k k Distance 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft f Axial Reaction @Base 10.153 k 4.253 k 4.253 k 8.678 k 8.678 k 4.253 k 4.253 k 8.678 k 8.678 k 8.678 k 2.552 k 2.552 k 4.253 k k 5.900 k k k k k litte Block Line 1 You can change this area using the "Settings• menu item and then using the "Printing & TiUe Block" selection. Title Block Line 6 Steel Column Description: Column at Elevator 14' Steel Se~ion Properties : Depth = Width = Wall Thick = Area = Weight = Veg = HSS3x3x1/4 3.000 in lxx 3.000 in 0.250 in 2.440 jnA2 8.778 pff 0.000 In Sxx Rxx Zx lyy Syy Ryy I I .... - L f I I I ! I -·,i I ·l I I I I •• --------------I -l __________ ;_ __ ------______ __; •· X = = = = = = = Project Title: Engineer: ProJect Descr: 36 Project ID: Printed: 11 JUN 2015, 10:08AM File= c:\Users\Micah\DOCUME-1\ENERCA-11215080-1.00MCOL@8.-1.EC6 ENERCALC, INC. 1983-2015, Buikl:6.15.3.9, Ver.6.15.3.9 3.02 in"4 2.01 ln"3 1.110 in 2.480 fnA3 3.020 in"4 2.010 in"3 1.110 in • '.>.J,. -~ \.1"'.,:,t~ J C ... fl ,=; o· 'i.l II I I :.:' £!I ~ '1 . I 5.080 in"4 = 3.520 inA3 Loads are total entered value. Arrows do not reflect absolute direction. TIHe Block Line 1 You can change this area using the "Settings" menu item and then using the "Prinfing & liHe Block" selection. Tille Block Line 6 Steel Beam Description: B116' CODE REFERENCES Calculations per AISC 360-05, !BC 2009, CBC 2010, ASCE 7-05 Load Combination Set: IBC 2012 Project TIHe: Nordson ASYMTEK Engineer: Armando Valdos {Micah Hendersh Project ID: 215080.00 ProJect Descr: Tl Printed: 17 JUN 2015, 8:37AM Fila = C:\Users\Mlcah\DOCUME--1\ENERCA--11215080--1.00NICOL@a-1.ECS ENERCALC, INC.1983-2015, Bufld:6.15.3.9, Ver.6.15.3.9 Material Propertl_es ____________________________________ _ Analysis Method : Allowable Strength Design Fy : Steel Yield : Beam Bracing : Beam is Fully Braced against lateral-torsional buckling E: Modulus: 50.0 ksi 29,000.0 ksi Bending Axis : Major Axis Bending load Combination jBC 2012 r+•' Df°'9§4l L£lO 1s1 w10.194e1 'Y 'Y ~J>lled ~oads Beam self weight calculated and added to loading 'Y Span= 16,0ft W10x12 'Y 'Y Service loads entered. Load Factors will be applied for calculations. Unifonn Load: D = 0.0080, Lr= 0.020, W = 0.02310 ksf, Tributary Width= 8.0 ft DESIGN SUMMARY Design OK · Maximum Bending Stress Ratio = · -0.286: 1 -~.faxirnum Shear Stress ·Ratio = Section used for this span Va :Applied Vn/Omega : Allowable o.oso:r- w1ox12 2.234 k 37.506 k +D+O .750Lr+0.750L +0.450W+H Section used for this span W10x12 Ma : Applied 8.935 k-ft Mn I Omega : Allowable 31.207 k-ft Load Combination +D+0.750Lr+0.750L+0.450W+H Location of maximum on span 8.000ft Span# where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.176 in Ratio= Max Upward Transient Deflection 0.000 in Ratio= Max Downward Total Deflection 0.266 in Ratio= Max Upward Total Deflection 0.000 in Ratio= Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V Mmax+ Mmax- -t:D+H --Dsgn. L ="16.00~ f 0.078 [016 2.43 +D+L+H Dsgn. L = 16.00 ft 0.078 0.016 2.43 +D+Lr+H Dsgn. L = 16.00 ft 0.242 0.050 7.55 +D+S+H Osgn. L = 16.00 ft 1 0.078 0.016 2.43 +D+0.750Lr+0.750L +H Osgn. L = 16.00 ft 1 0.201 0.042 6.27 +D+0.750L +0.750S+H Dsgn. L = 16.00 ft 0.078 0.016 2.43 +D+0.60W+H Dsgn. L = 16.00 ft 1 0.192 0.040 5.98 +D-0.60W+H Dsgn. L = 16.00 ft 1 0.036 0.007 -1.11 +D+0.70E+H Osgn. L = 16.00 ft 0.078 0.016 2.43 +D+0.750lr+0.750L +0.450W+H Osgn. L = 16.00 ft 0.286 0.060 8.93 +D+0.750Lr+0.750L-0.450W+H Dsgn. L = 16.00 ft 0.116 0.024 3.61 +D+0.750L +0.750S+0.450W+H Dsgn. L = 16.00 ft 1 0.163 0.034 5.09 Load Combinalion Localion of maximum on span Span # where maximum occurs 1,090 0 <360 722 0 <180 Summary of Moment Values Ma-Max Mnx Mme/Omega Cb Rm 2.43° 52.12 31.21 1.00 1.00 2.43 52.12 31.21 1.00 1.00 7.55 52.-12 31.21 1.00 1.00 2.43 52.12 31.21 1.00 1.00 . 6.27 52.12 31.21 1.00 1.00 2.43 52.12 31.21 1.00 1.00 5.98 52.12 31.21 1.00 1.00 1.11 52.12 31.21 1.00 1.00 2.43 52.12 31.21 1.00 1.00 8.93 52.12 31.21 1.00 1.00 3.61 52.12 31.21 1.00 1.00 5.09 52.12 31.21 1.00 1.00 0.000 ft Span# 1 Summary of Shear Values Va Max Vnx Vnx/Omega 0.61 56.26 37.51 0.61 56.26 37.51 1.89 56.26 37.51 0.61 56.26 37.51 1.57 56.26 37.51 0.61 56.26 37.51 1.50 56.26 37.51 0.28 56.26 37.51 0.61 56.26 37.51 2.23 56.26 37.51 0.90 56.26 37.51 1.27 56.26 37.51 Title Block Line 1 You can change this area using the "Settings• menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam I, 111 Description: B116' Load Combination · Segment Length Span # +D+0.750L+0.750S-0.450W+H Dsgn. L = 16.00 ft +D+0.750L+0.750S+0.5250E+H Dsgn. L = 16.00 ft +0.60D+0.60W+0.60H Dsgn. L = 16.00 ft +0.60D-0.60W+0.60H Dsgn. L = 16.00 ft +0.60D+0.70E+0.60H Dsgn. L = 16.00 ft 1 Overall Maximum Deflections Load Combination +D+0.750Lr+0.750L +0.450W+H Max Stress Ratios M V 0.007 0.002 0.078 0.016 0.160 0.033 0.067 0.014 0.047 0.010 Span Max. "·"Defl 1 0.2660 Vertical Reactions _______ _ Load Combination Overall MAXlmum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L +0.750S+0.450W+H +D+0.750L +0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0,70E+0.60H DOn!y Lr Only LOn!y SOnly WOnly EOn!y HOnly Support 1 Support2 2.234 2.234 0.365 0.365 0.608 0.608 0.608 0.608 1.888 1.888 0.608 0.608 1.568 1.568 D.608 0.608 1.495 1.495 0.608 0.608 2.234 2.234 1.274 1.274 0.608 0.608 1.252 1.252 0.365 0.365 0.608 0.608 1.280 1.280 1.478 1.478 Mmax+ 2.43 5.01 1.46 Projectlitle: Nordson ASYMTEK En9ineer: Armando Valdes (Micah Hendersh Project ID: 215080.00 ProJect Descr: Tl Pdrrted: 17 JUN 2015. 8:37AM Fils = C:\Users\Mk:ahlOOCUME-1\ENERCA-1\215080-1.00NICOL@a-1.ECS ENERCALC, INC. 1983-2015, Bwll:6.15.3.9, Ver:6,15.3.9 Summary of Moment Values Summary of Shear Values Mmax • Ma • Max Mnx Mmr/Omega Cb Rm Va Max Vnx Vmr/Omega -0.23 0.23 52.12 31.21 1.00 1.00 0.06 56.26 37.51 2.43 52.12 31.21 1.00 1.00 0.61 56.26 37.51 5.01 52.12 31.21 1.00 1.00 1.25 56.26 37.51 -2.09 2.09 52.12 31.21 1.00 1.00 0.52 56.26 37.51 1.46 52.12 31.21 1.00 1.00 0.37 56.26 37.51 Location in Span Load Combination Max.•+• Defl Location in Span 8.080 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Titte Block Line 1 You .pan change this area using the "Settings• menu item and then using the "Printing & TiUe Block" selection. liUe Block Line 6 Steel Beam Descripfion: CODE REFERENCES Calculations per AISC 360-05, !BC 2009, CBC 2010, ASCE 7-05 Load Combination Set : IBC 2012 Material Properties Analysis Method: Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Load Combination 1BC 2012 D{0.064) Lr(0.18l W/0.1848) y /\ Span=B.011 W10x12 Project Titte: Nordson ASYMTEK En9ineer: Armando Valdes (Micah Hendersh Project ID: 215080.00 ProJect Descr: Tl Prinled: 16 JUN 2015, 3:03PM File= C:\Users\Micah\OOCUME-1\ENERCA-1\215080--1.00N\COL@EL-1.EC6 ENERCALC, INC. 1983-2015, BuiW!,15.3.9, Ver:6.15.3.9 Fy : Steel Yield : E: Modulus: 50.0 ksi 29,000.0 ksi 0(0.304) lJO 64) W(0.739) 0(0.064) Lrj0.16) W(0.1848) y y y y y Span=2.0ft W10x12 Appllecl Loads Service loads entered. Load Factors will be applfed for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load : D = 0.0080, Lr= 0.020, W = 0.02310 ksf, Tributary Width= 8.0 ft Load for Span Number 2 Uniform Load : D = 0.0080, Lr= 0.020, W = 0.02310 ksf, Tributary Width= 8.0 ft Point.Load: D = 0.3040, Lr= 0.640, W = 0.7390 k@ 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.089: 1 Maximum Shear Stress Ratio = Section used for this span W10x12 Section used for this span Ma:Applied 2.792k-ft Va :Applied Mn I Omega : Allowable 31.207k-ft Vn/Omega : Allowable Design OK 0.045: 1 W10x12 1.675 k 37.506 k Load Combination +D+O. 750Lr+0.750L +0.450W+H Load Combination +D+0.750Lr+O .750L +0.450W+H Location of maximum on span 8.000ft Location of maximum on span 8.000 ft Span# w!iere maximum occurs Span# 1 Span # where maximum occurs Span# 1 Maximum Deflection Max Downward Transient Deflection 0.005 in Ratio= 10,088 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.007 in Ratio = 6677 Max Upward Total Deflection -0.000 in Ratio= 233323 _ MaximuntEorces..& Stresses for Load-Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax-Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsgn. L= 8.00 ft 1 0.024 0.012 0.29 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 Dsgn.L= 2.00 ft 2 0.024 0.012 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 +D+L+H Dsgn. L= 8.00ft 1 0.024 0.012 029 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 Osgn. L= 2.00ft 2 0.024 0.012 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 +D+Lr+H Dsgn.L= 8.00 ft 1 0.076 0.038 0.89 -2.36 2.36 52.12 31.21 1.00 1.00 1.42 56.26 37.51 Osgn.L= 2.00 ft 2 0.076 0.038 -2.36 2.36 52.12 31.21 1.00 1.00 1.42 56.26 37.51 +D+S+H Dsgn.L= 8.00ft 1 0.024 0.012 0.29 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 Dsgn. L = 2.00 ft 2 0.024 0.012 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 +D+0.7501.r+0.750L +H Dsgn. L = 8.00 ft 1 0.063 0.031 0.74 -1.96 1.96 52.12 31.21 1.00 1.00 1.18 56.26 37.51 Osgn. L = 2.00 ft 2 0.063 0.031 -1.96 1.96 52.12 31.21 1.00 1.00 1.18 56.26 37.51 +D+0.750L +0.750S+H Dsgn. L = 8.00 ft 1 0.024 0.012 0.29 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 Dsgn. L = 2.00 ft 2 0.024 0.012 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 +D+0.60W+H Dsgn. L = 8.00 ft 0.060 0.030 0.71 -1.87 1.87 52.12 31.21 1.00 1.00 1.1, !ill ?R ~751 liUe Block Line 1 ~ Project Title: Nordson ASYMTEK T, You epn change this area Enijineer: Armando Valdos (Micah Hendersh Project ID: 215080.00 using the "Settings• menu item Proiect Descr: Tl and then using the "Printing & litle Block" selecHon. Title Block Line 6 Printed: 16 JUN 2015, 3:03PM Steel Beam File = C:\Users\Mlcah\OOCUME-1\ENERCA-11215080-1.00N\COL@a-1.~ . ENERCALC, INC. 1983-2015, Buiij:6.15.3.9, Ver.6.15.3.9 Description : Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax-Ma-Max Mnx Mnic/Omega Cb Rm Va Max Vnx Vn,c/Omega Dsgn. L = 2.00 ft 2 0.060 0.030 -1.87 1.87 52.12 31.21 1.00 1.00 1.12 56.26 37.51 +D-0.60W+H Dsgn. L = 8.00 ft 1 0.011 0.006 0.35 -0.13 0.35 52.12 31.21 1.00 1.00 0.21 56.26 37.51 Dsgn. L = 2.00 ft 2 0.011 0.006 0.35 0.35 52.12 31.21 1.00 1.00 0.21 56.26 37.51 +D+0.70E+H Dsgn. L = 8.00 ft 1 0.024 0.012 0.29 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 Dsgn. L = 2.00 ft 2 0.024 0.012 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 8.00 ft 1 0.089 0.045 1.06 -2.79 2.79 52.12 31.21 1.00 1.00 1.67 56.26 37.51 Dsgn. L = 2.00 ft 2 0.089 0.045 -2.79 2.79 52.12 31.21 1.00 1.00 1.67 56.26 37.51 +D+0.750Lr+0.750L-0.450W+H Dsgn. L = 8.00 ft 1 0.036 0.018 0.43 -1.13 1.13 52.12 31.21 1.00 1.00 0.68 56.26 37.51 Dsgn. L = 2.00 ft 2 0.036 0.018 -1.13 1.13 52.12 31.21 1.00 1.00 0.68 56.26 37.51 +D+0.750L +0.750S+0.450W+H Dsgn. L = 8.00 ft 1 0.051 0.025 0.60 -1.59 1.59 52.12 31.21 1.00 1.00 0.95 56.26 37.51 Dsgn. L = 2.00 ft 2 0.051 0.025 -1.59 1.59 52.12 31.21 1.00 1.00 0.95 56.26 37.51 +D+0.750L+0.750S-0.450W+H Dsgn. L = 8.00 ft 1 0.002 0.001 0.07 -0.03 0.07 52.12 31.21 1.00 1.00 0.04 56.26 37.51 Dsgn. L = 2.00 ft 2 0.002 0.001 0.07 0.07 52.12 31.21 1.00 1.00 0.04 56.26 37.51 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 8.00 ft 1 0.024 0.012 0.29 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 Dsgn. L = 2.00 ft 2 0.024 0.012 -0.76 0.76 52.12 31.21 1.00 1.00 0.46 56.26 37.51 +0.60D+0.60W+0.60H Dsgn. l = 8.00 ft 1 0.050 0.025 0.59 -1.56 1.56 . 52.12 31.21 1.00 1.00 0.94 56.26 37.51 Dsgn. L = 2.00 ft 2 0.050 0.025 -1.56 1.56 52.12 31.21 1.00 1.00 0.94 56.26 37.51 +0.60D-0.60W+0.60H Dsgn. L = 8.00 ft 1 0.021 0.010 0.65 -0.25 0.65 52.12 31.21 1.00 1.00 0.39 56.26 37.51 Dsgn. L = 2.00 ft 2 0.021 0.010 0.65 0.65 52.12 31.21 1.00 1.00 0.39 56.26 37.51 +0.60D+0.70E+0.60H Dsgn. L = 8.00 ft 1 0.015 0.007 0.17 -0.46 0.46 52.12 31.21 1.00 1.00 0.27 56.26 37.51 Dsgn. L = 2.00 ft 2 0.015 0.007 -0.46 0.46 52.12 31.21 1.00 1.00 0.27 56.26 37.51 Overall Maximum Deflec~ions Load Combination Span Max. "·"Defl location in Span Load Combination Max.•+• Defl Location in Span +D+0.750Lr+0.750L +0.450W+H 1 0.0047 3.077 +D+0.750Lr+0.750L +0.450W+H -0.0004 7.385 +D+0.750Lr+0.750L +0.450W+H 2 0.0072 2.000 0.0000 7.385 Vertical Reactions Support notation : Far left is #1 Values in.KIPS Load Combination Support1 Support2 Support3 OVeraUMAXlmum 0.768 3.141 Overall MINlmum 0.126 0.513 +D+H 0.209 0.855 +D+L+H D.209 0.855 +D+Lr+H 0.649 2.655 +D+S+H 0.209 9,8.5_5 • +0+0.7501i+l).750L+H 0.539 2.205 +D+0.750L+0.750S+H 0.209 0.855 +D+0.60W+H 0.514 2.103 +D+0.70E+H 0.209 0.855 +D+0.750Lr+0.750L +0.450W+H 0.768 3.141 +D+0.750L +0.750S+0.450W+H 0.438 1.791 +D+0.750L +0.750S+0.5250E+H 0.209 0.855 +0.600+0.60W+0.60H 0.430 1.760 +0.60D+0.70E+0.60H 0.126 0.513 DOnly 0.209 0.855 Lr Only 0.440 1.800 LOnly sonly WOnly 0.508 2.079 EOnly HOnly litte Block Line 1 You-~n change this area using the "Settings" menu item and then using the "Printing & Titte Block" selection. Titte Block Line 6 Wall Footing I .I II • Description: 6'CMU equip. yd wall Code References Project Tiffe: Nordson ASYMTEK En9ineer: Armando Valdos (Micah Hendersh Project ID: 215080.00 Pro;ect Descr: Tl Plinted: 17 JUN 2015, 8:56AM Fifa i:: C~Users\Mlcah\DOCUME-1\ENERCA•11215080-1.00MCOL@El·1.EC6 ENERCALC, INC. 1983-2015, Build:6.15.3.9, Ver.6.15.3.9 Calculations per ACI 318-08, !BC 2009, CBC 2010, ASCE 7-05 Load Combinations Used: IBC 2012 General Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density q> Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow% TempReinf. Min. Overturning Safety Factor Min. Sliding Safety Factor AutoCalc Footing Weight as DL Dimensions FootingWidU = Wall Thickness = Wall center offset from center of footing = 4.0 ksi Soil Design Values = Allowable Soil Bearing = 1.50 ksf = 60.0 ksi Increase Bearing By Footing Weight = No = 3,122.0 ksi Soil Passive Resistance (for Sliding) = 250.0 pcf = 126.0 pcf SoiVConcrete Friction Coeff. = 0.30 = 0.90 = 0.750 Increases based on footing Depth Reference Depth below Surface = ft Allow. Pressure Increase per foot of depth = ksf = when base fooling is below = ft = 0.00180 = 1.0 : 1 Increases based on footing Width = 1.0 : 1 Allow. Pressure Increase per foot of width = ksf Yes when footing is wider than = ft Reinforcing --· 3.0 ft 8.0 in 0 in · Fooling Thicknes = 12.0 in Rebar Centerline to Edge of Concrete .. at Bottom of fooling = 3.0 in Bars along X-X Axis Bar spacing Reinforcing Bar Size = = 12.00 # 5 -·--------------. Applied Loads P ~ Column load OB : Overburden V-x M-zz Vx·applied 4· t· =-= = = = ., D Lr L -0:5040· 0.0 In above top of footing s 0.0 0.0 W E 0.1140 0.4280 ff k ksf k k-ft DESIGN SUMMARY Applted ·--------------------------·1¥Jiei•i•JQ--Min. Ratio Item Capacity Governing Load Combination PASS 0.3624 Soil Bearing 0.5436 ksf 1.50 ksf +D+0.70E+H · PASS 2.092 Overturning -2-Z 0.3794 k-ft 0.7938 k-ft +0.600+0.70E+0.60H PASS 1.989 Sliding-X-X 0.07980 k 0.1588 k +0.600+0.70E+0.60H PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.03451 Z Flexure (+X) 0.4223 k-ft 12.237 k-ft +1.20D+0.50L+0.70S+E PASS 0.03030 Z Flexure (-X) 0.3708 k-ft 12.237 k-ft +0.90D-1.0E+0.90H PASS 0.01607 1-way Shear (+X) 1.524 psi 94.868 psi +1.400+1.SOH PASS 0.01607 1-wayShear(-X) 1.524 psi 94.868 psi +1.40D+1.60H liUe Block Line 1 • You ~n change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. litte Block Line 6 Wall Footing Description: 6'CMU equip. yd wall Detailed Results Soil Bearing Rotation Axis & Load Combination ... ,+D+H ,+D+L+H ,+D+Lr+H ,+D+S+H , +D+O. 750Lr+0.750L +H , +D+0.750L +O. 750S+H , +D+0.60W+H • +D+0.70E+H • +D+0.750Lr+0.750L+0.450W+H • +D+0.750L +0.750S+0.450W+H , +D+0.750L +0.750S+0.5250E+H , +0.60D+0.60W+0.60H , +0.600+0.701:+0.60H Overtumlhg Stability Rotation Axis & Load Combination ... ,+D+H ,+D+l+H • +D+Lr+H ,+D+S+H • +D+0.750lr+0.750L +H • +D+0.750L+0.750S+H , +D+0.60W+H • +D+0.70E+H • +D+0.750Lr+0.750L+0.450W+H • +0+0.750L +0.750S+0.450W+H , +D+0.750L+0.750S+0.5250E+H • +o.60D+0.60W+0.60H • +o.600+0.70E+0.60H Sliding Stability Force Application Axis Load Combination ... ,+D+H ,+D+L+H • +D+Lr+H ,+O+S+H • +D+0.750Lr+0.750L+H • +D+0.750L+0.750S+H • +D+0.60W+H , +D+0.70E+H • ±0+0.7.50Lr+OJ50L±0.450W+J:I. , +D+O. 750L +O. 750S+0.450W+H , +D+0.750L +0.750S+0.5250E+H , +o.60D+0.60W+0.60H , +0.60D+0.70E+0.60H Footing Flexure Gross Allowable 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf Xecc Zecc O.Oin O.Oin O.Oin o.o in O.Oin O.Oin O.Oin 5.162in O.Oin O.Oin 3.871 in O.Oin 8.603in Overturning Moment None None None None None None None 0.3794 k-ft None None 0.2846 k-ft None 0.3794 k-ft Sliding Force 0.0k O.Ok 0.0k 0.Ok O.Ok 0.0k O.Ok 0.07980 k -();Ok 0.0k 0.05985 k O.Ok 0.07980 k Flexure Axis & load Combina~~ ~ Which Tension@ Bot. k-ft Side? or Top? , +1.40D+1.60H , +1.40D+1.60H • +1.40D+1.60H , +1.40D+1.60H , +1.20D+0.50Lr+1.60t+1.60H , +1.20D+0.50Lr+1.60L+1.60H , +1.20D+0.50Lr+1.60L +1.60H , +1.20D+0.50Lr+1.60L+1.60H • +1.200+1.SOL +0.50S+1.60H , +120D+1.60L +0.50S+1.60H • +1.200+1.SOL +0.50S+1.60H 0.2801 0.2801 0.2801 0.2801 0.2401 0.2401 0.2401 0.2401 0.2401 0.2401 0.2401 -X +X -x +X -X +X -X +X -X +X -X Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Project Title: Nordson ASYMTEK . Engineer: Pro1ect Descr: Armando Valdos (Micah Hendersh Project ID: 215080.00 Tl +Z AsReq'd fnA2 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 Printed: 17 JUN 2015, 8:56AM File:: C:\Users\MlcahlOOCUME--1\ENERCA-11215080--1.00N\COL@a ~1.EC6 ENERCALC, INC.1983-2015, Build:6.15.3.9, Ver.6.15.3.9 Actual Soll Bearing Stress +Z -X -X Actual / Allowable Ratio 0.2940ksf 0.2940 ksf 0.2940ksf 0.2940 ksf 0.2940 ksf 0.2940 ksf 0.2940 ksf 0.2940 ksf 0.2940 ksf 0.2940ksf 0.2940 ksf 0.2940ksf 0.2940 ksf 0.2940 ksf 0.5436 ksf 0.2940 ksf 0.2940 ksf 0.4812 ksf 0.1764 ksf 0.4467ksf 0.04444 ksf 0.2940ksf 0.2940 ksf 0.1068 ksf 0.1764 ksf Resisting Moment 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 1.323 k-ft 0.0 k-ft 0.0 k-ft 1.323 k-ft 0.0 k-fl 0.7938 k-fl Resisting Force 0.2646 k 0.2646 k 0.2646k 0.2646 k 0.2646k 0.2646k 0.2646 k 0.2646k 0.2646Y 0.2646 k 0.2646 k 0.1588 k 0.1588 k 0.0 ksf Stability Ratio Infinity Infinity Infinity lnfinitv Infinity lnfinitv Infinity 3.487 Infinity Infinity 4.649 Infinity 2.092 Sliding SafetyRatio NoSlidin!l No Sliding No Slidin11 No Sliding N0S1idin11 N0S1idin11 N0S1idin11 3.316 No 'SliairiiJ- No Slidin11 4.421 N0Slidin11 1.989 0.196 0.196 0.196 0.196 0.196 0.196 0.196 0.362 0.196 0.196 0.321 0.118 0.298 Units: k-ft Status OK OK OK OK OK OK OK OK OK OK OK OK OK Status OK OK OK OK OK OK OK OK Oi< OK' OK OK OK Actual As inA2 Phi*Mn k-ft Status Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% MinTemo% 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 12.237 12.237 12.237 12.237 12.237 12.237 12.237 12.237 12.237 12.237 12.237 OK OK OK OK OK OK OK OK OK OK OK TIiie Block Line 1 Project Title: Nordson ASYMTEK c/3 " You can change this area Enijineer: Armando Valdos (Micah Hendersh Project ID: 215080.00 using the "Settings• menu item ProJect Descr: Tl and then using the "Printing & TIiie Block" selection. Title Block Line 6 Printed: 17 JUN 2015, 8:56AM Wall Footing Ria: C:\Users\MicahlDOCUME-1\ENERCA-1121oogo.;1.ooN1coL@et--1,EC6 ENERCALC, INC.1983-2015,Buikl:6.15.3.9, Ver:6.15.3.9 I• Description: 6'CMU equip. yd wan Footing Flexure Flexure Axis & Load Combination Mu Which Tension @ Bot. AsReq'd Gvrn.As Actual As Phi•Mn k-ft Side? or Top? jnA2 inA2, jnA2 k-ft Status , +1.20D+1.60L +0.50S+1.60H 0.2401 +X Bottom 0.2592 Min.Temp% 0.31 12.237 OK , +1.20D+1.60Lr+0.50L +1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+1.60Lr+0.50L +1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+1.60Lr+0.50L +1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+1.60Lr+0.50L +1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+1.60Lr+0.50W+1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+1.60Lr+0.50W+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+1.60Lr+0.50W+1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.200+1.60Lr+0.50W+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+0.50L +1.60S+1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50L +1.60S+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+0.50L +1.60S+1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50L +1.60S+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK • +1.200+1.60S+0.50W+1.60H 0.2401 -X Bottom 0.2592 MlnTemp% 0.31 12.237 OK , +1.20D+1.60S+0.50W+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+1.60S+0.50W+1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+1.60S+0.50W+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+0.50Lr+0.50L +W+1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50Lr+0.50L +W+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50Lr+0.50L +W+1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50Lr+0.50L +W+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50L+0.50S+W+1.60H 0.2401 -X Bottom 0,2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50L +o.50S+W+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.~L+0.50S+W+1.60H 0.2401 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+0.50L +o.50S+W+1.60H 0.2401 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50L+0.70S+E+1.60H 0.05804 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+0.50L +0.70S+E+1.60H 0.4223 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+o.50L +0.70S-1.0E+1.60H 0.4223 -x Bottom 0.2592 Min Temp% 0.31 12.237 OK , +1.20D+0.50L +0.70S-1.0E+1.60H 0.05804 +X Bottom 0.2592. Min Temp% 0.31 12.237 OK , +0.90D+W+0.90H 0.1801 -x Bottom 0.2592 Min Temp% 0.31 12.237 OK , +o.90D+W+o.90H 0.1801 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +o.90D+W+0.90H 0.1801 -x Bottom 0.2592 Min Temp% 0.31 12.237 OK , +0.90D+W+o.SOH 0.1801 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +o.90D+E+0.90H 0.01041 -x Bottom 0.2592 Min Temp% 0.31 12.237 OK , +0.90D+E+0.90H 0.3708 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +o.90D-1.0E+o.90H 0.3708 -X Bottom 0.2592 Min Temp% 0.31 12.237 OK , +0.900-1.0E+o.SOH 0.01041 +X Bottom 0.2592 Min Temp% 0.31 12.237 OK One Way Shear Units: k Load Combination ... Vu@-X Vu@+X Vu:Max PhiVn Vu/Phi-Vn Status +1.40D+1.60H 1.524psi 1.524psi 1.524 psi 94.868 psi 0.01607 OK +1.40D+1.60H 1.524Psi 1.524Psi 1.524 psi 94.868 psi 0.01607 OK +1.20D+0.50Lr+1.60L +1.60H 1.307psi 1.307psi 1.307 psi 94.868 psi 0.01377 OK +1.20D+0.50lr+1.60L +1.60H 1.307psi 1.307psi l.307...nsl 94.Bs.a psL 0.0.1377 OK -+t.200+1.60L +o.50S+t.60H-·r.3otpsi 1.3070si 1.307 psi 94.868 psi 0.01377 OK +1.20D+1.60L +0.50S+1.60H 1.307psl 1.307 psi 1.307 PSI 94.868 psi 0.01377 OK +1.20D+1.60Lr+0.50L +1.60H 1.307psi 1.307psi 1.307 psi 94.868 psi 0.01377 OK +1.20D+1.60Lr+0.50L +1.60H 1.307psi 1.307psl 1.307 psi 94.868 psi 0.01377 OK +1.20D+1.60Lr+o.50W+1.60H 1.307psl 1.307psi 1.307 psi 94.868 psi 0.01377 OK +1.20D+1.60Lr+0.50W+1.60H 1.307psi 1.307 psi 1.307 Psi 94.868 psi 0.01377 OK +1.20D+0.50L +1.60S+1.60H 1.307psi 1.307psi 1.307 psi 94.868 psi 0.01377 OK +1.20D+0.50L +1.60S+1.60H 1.307psf 1.307psi 1.307 Psi 94.868 psi 0.01377 OK +1.20D+1.60S+o.50W+1.60H 1.307psl 1.307psi 1.307 psi 94.868 psi 0.01377 OK +1.20D+1.60S+0.50W+1,60H 1.307psi 1.307psl 1.307 psi 94.868 psi 0.01377 OK +1.20D+0.50Lr+0.50L+W+1.60H 1.307psf 1.307psi 1.307 psi 94.868psi 0.01377 OK +1.20D+0.50Lr+0.50L +W+1.60H 1,307Psl 1.307psi 1.307 psi 94.868 psi 0.01377 OK +1.20D+O.SOL +0.50S+W+1.60H 1.307psi 1.307psi 1.307 psi 94.868 psi 0.01377 OK +1.20D+o.50L +0.50S+W+1.60H 1.307psi 1.307psf 1.307 psi 94.868 psi 0.01377 OK +1.20D+0.50L +o.70S+E+1.60H 1.307psi 1.307psi 1.307 psi 94.868 psi 0.01377 OK +1.200+0.SOL +o. 70S-1.0E+1.60H 1.307psf 1.307psl 1.307 psi 94.868 psi 0.01377 OK +o.90D+W+0.90H 0.98psi 0.98psi 0.98 psi 94.868 psi 0.01033 OK +o.90D+W+0.90H 0.98psf 0.98psi 0.98 PSI 94.868 psi 0.01033 OK +o.90D+E+0.90H 0.98psi 0.98 psi 0.98 PSi 94.868 psi 0.01033 OK TIiie Block Line 1 ~, You can change this area using the "Settings" menu item and then using the "Printing & Ti He Block" selection. TiHe Block Line 6 Wall Footing I ol 11 • Description: 6'CMU equip. yd wan One Way Shear Load Combination ... +0.90D-1.0E+0.90H Vu@-X Vu@+X 0.98 psi 0.98 psi Project TiUe: En9ineer: ProJect Descr: Nordson ASYMTEK Armando Valdes (Micah Hendersh Project ID: 215080.00 Tl . Printed: 17 JUN 2015, 8:56AM Fila= C:\Users\Micah\OOCUME-1\ENERCA-1\215080-1.00N\COL@a-1.ECG ENERCALC, INC.1983-2015,Suikl:6.15.3.9, Ver:6.15.3.9 •/:.,:,tfti~,:.f..,, ~~<'fl,~,'_~\_~-"~,,. ~-, • II • Units ;k Vu:Max PhiVn Vu/ Phi*Vn Status 0.98 psi 94.868 psi 0.01033 OK H\ HOPE·AMUNDSON Structural Engineers 1301 Third Ave. Suite 300 San Diego CA 92101 u '4 i s;, ~l (_ ;1.1 11; .., "' tf1, ~x w ){/J. ' J /JJ D, /l, tl K7 -~ fy'~ ,--::-~11 ~ ~p /. r..c ll( ::a!!: Ii r; ~ rt j Psj ;::- A.,; 'A., /? V-h-' -~ /(. t.p 1.4'1 XJ I)-: -- lctl• ~~ re~ -/. ~ [; ),E_.~ r;/. ~t- / .A .,.,..., _,,.., ~'-D"' ~,-1 ~&>t r, ~u ;fr.: 'e:. "" t ----~ fl Project Project No. . Engineer 1/-. lllj ty 11.z:: ~ I!/ t -- ~ -~ ' ;:,. " < ,, . ~-f'r DI~ ~~ ~16 µJi I<;. 1 ... cG, ~ ~ r-.. ~et_ t./'G t(op.sotJ Asvu4.-of - A--cl, Date 7-8--15 '.ID 'f"l ,-- ~ tu 'tl/f Fl)~ ~ i.-A 1>0 I /I-) :?~ :: -5 ~( b-fi ,..._ -~ Y...n ~'"Pl --· _,;f i!=t ,..z 1,/, '{~ ~4 IA, "L' ? ., .. / ,. ~, -:i T. ~-. -::::., 't')I ~ ~ (1,. "4.J "? ~) ~t:: ;<. D.. r?~ ., -~ ~ 7 ~~ ... ~ ?~ I= .. t.>~ ~b'" ... r ~' -., #' .,,, ~-,/.ll~. h. v~ IO -.a 1r• [ It.. -~./ IT/, l?~ -· " . -.... -.-.. -?.~ ~ . ~~~ r; ----: .JI-. L ~ o~t 1-Yt O' ~-I# ~t ) ~: ,..1 ~I 1 i,. t D,..': " f ,.. 0, ,. ~ " r-:--)< .. I-' </< ;o 11 V· ¼ ,-,··· . -. ~IF. k-~ ~ ft/J rif.t ~-. -~ c) Kl t?. f<'t! ~ . t) iJ(A I l -,. -' • -- ·-· I-> -.,., \I -,~ ~ ;~ ,.,,, (j r i~ {)£, ,. iA r~ , a , .. / -, JA 14 ~ Ii 1rr" -/ Ii -z;. (!) , .. . 'I' j .- ~n 11_. ,, /(, K ~ .... ~ -~ -~ rs-le, '~ -D, i ~~ -c/1 rs:. , o~p 171 ~I 9J ~ -~ ~ l-,,...1 '::: j:11>( ... ~ ~ ~ ,t:: /1=. ~~ '/ I r/j D., ~ , ~ 'i ~ •I I? W:J, 'J2 ,.. /) e;;, ,,. ,'!>I -·I T1.l .. ~. ~~ V , c;. I , I Structural Engineers 1301 Third Ave. Suite 300 San-Diego CA 92101 I I I . J A Sheet 1/6 of Project /Voe~r1 psyrnre=-K... -- Project No. __ -z._, 5=;:o~~=--o;;...;·:..:;o;...o _______ ~--- Engineer ___ c_F _____ Date z/7:4'1.S / -I,,, I 11' - - PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF-1C Project Name I Date Nordson Asymtek 6/11/2015 Project Address I Climate Zone I Total Cond. Floor Area I Addition Floor Area 2765 Loker ave Carlsbad CA Climate Zone 07 81,717 n/a GENERAL INFORMATION Building Type: @ Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Relocatable -indicate D specific climate zone D all climates Phase of Construction: D New Construction D Addition D Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and complete._ Documentation Author \~k~ Name JAv~GP-R. A(:-e-c_.. Signature ~ _,/f'- Company McPARLANE & ASSOCIATES, INC. Date 6/11/2015 Address Phone City/State/Zip ' The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110.0, 116.0 through 118.0, and 140.0 through 149.0 of Title 24, Part 6. Please check one: ENV. LTG. MECH. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to . D D ff-sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a license,d architect. D D D I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document D D D because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Principal Envelope Designer Name Signature Company Date Address License# City/State/Zip Phone ' Principal Mechanical Designer Signature ~(____ Name MPA Company McParlane Date Oto/II/IS- Address 4830 Viewridge Ave License# ol 5 S" / 2. City/State/Zip San Diego, CA 92123 Phone 85<o Z9?CJ?2J Principal Lighting Designer Name Signature Company Lighting Compliance Not In The Scope Of This Submittal Date Address License# City/State/Zip Phone INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets are included) @ ENV-01 Certificate of Compliance. Required on plans. @ MCH-01 Certificate of Compliance. Required on plans. D LTl-01 Certificate of Compliance. Required on plans. @ MCH-02 HVAC Air!Water Side Requirements. D LTl-02 Lighting Controls Credit Worksheet. @ MCH-03 Mechanical Ventilation and Reheat. D LTl-03 Indoor Lighting Power Allowance. @ MCH-08 Mechanical Equipment Details. EnergyPro 6.4 by EnergySoft User Number: 2445 RunCode: 2015-06-11T16:49:21 ID: Page 1 of 36 , . - -PERFORMANGE :QER"fll~ICATE QF .CQJVIPI.IANCI; (Part 2 of .3). ' Pl;RF~1C 1 : Project Name 1-·~;~ 112015' Notdson Asvmtek ---.. '. .. ANNUAL TDV ENERGY tlSE SUMMARY (kBtiJ/sqft~yr) · Standard · ,Proposed --·compliance - , · EnerqV Compon~nt _Design . De.sign '., Margin --, ~ ;$pace Heating ,."_ ' "' Heating ' 18.05, 35:8'3 -1'7.78 I ;, .. ' Cooling .,., .. ~ · : Space C901ing 16/5.76. 53.86 .11-1.90 ,_ ---,. lngoor fans ''' 1-7'1!-. qfj.59 -11.41' Fans;; Heat Rej~cticin. O.OQ 0.00 .,0:~0 Heat Rej __ Pumps· & Misc. 0:00 0.00 ., 9~00 Pumps Domestic Hot Water Q.00' . o,oo. 0;00 DHW-. Lighting 65.34 Lighting --. 65,34 · 0.00. . . '' . . ,. . Receptacle 1-38.88 0.69. Receptacle ---138.88 --·-,,, .. ,. 48.99' Process -" ·Process 48:99' 0.00 : ... -- , Process l.,'ighting, . -' Process Ltg 0.00 o:oo -0.90, J .. --. ,, " TOTALS 454.19 4P1.48 · ' '52;70' .. : '.P~rcent b,etter than'. Standard ,, 1-1.6%' ,·e, _ 1?.0_% excluding ptocess) ., . ,-·-. ' -'BUILDINQ: :co~P.LIES '' '' -. GENERAlJN.FORMAtlON -.. ,.,_, "' ' . .. Building· Orientation t~ro,deg: Conditioned Floor Area B1?17 , scjft. • [':luml;>er of Stories 1 U,n·conditiored Floor Ar~a 0 'scjft. ·-. ·:Number.of Systems . . · 46 .. -CorrdiJiphel;l Fb<;>tprint:Area· 0 . sqft . . Number of Zones 45 Natural G~s Available,-On-Site Yes ---.. -.. . --Orientation Gross Area . Glazino Area Glazing.Ratio· . Front Elevation . (NJ -8,433 sqft. ' . 400 sqft . 4; 7 °/4 , Left Elevation ,(E) 3,190: s'qft .. 1,205 sqft. 37'..8% ., · Rear Elevation (S) ,5,'995 $qft. 400 · sqft. 6.7% '(W)' '" -Right Elevation ., a;aao sqft. o · sqft-: -0.0% Totr,1,I -,, 26,498 sqft~ 2,005 sq'ft. 7.6% -" , ,Ro<;>f 69;656 sqft. 0 sqft. 0.0% '" Standard· Pro~osed _ PrescriptiYe· Values for Prescriptive Lighting. Power D~nsity· I • o.9~~ I w1sqft. I --0.9431 W/sqft. · Comparison only. See t.tl-01' for aliowed 'LPD~ ., -Remarks:· " . " ., --, '' 1 '. '• ,. : EneravPro 6:4 bv EneravSoft-User Number: 2445 , RunCode: 2015;.06:.11.T16:49:21. ID: .. F'aae 2:of,36, " ,.,. PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1C Project Name I Date Nordson Asymtek 6/11/2015 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area LPD Credits Area Tailored Loads Svstem Name Zone Name Occupancy Type (sqft.) (W/sf)1 (W/sf)2 (W/sf)3 (W/sf)4 (W/sf) E-HP-28 ZONE1 Office > 250 sqft 585 *0.750 E-HP-26 ZONE2 Office > 250 sqft 900 *0.750 E-HP-20 ZONE3 Office > 250 sqft 680 *0.750 EHP-14 ZONE4 Lobby, Main Entry 600 *1.500 E-HP-13 ZONE1-5 Lobby, Main Entry 500 *1.500 E-HP-17 ZONE 1-6 Lobby, Main Entry 2,700 *1.500 E-HP-24 ZONE 1-7 Office > 250 sqft 785 *0.750 E-HP-27 ZONE 1-8 Office > 250 sqft 4,125 *0.750 HP-57 ZONE 1-9 Laboratory, Equipment Roor 2,370 *1.400 HP-36 ZONE1-10 Laboratory, Equipment Roor 516 *1.400 HP-37 ZONE 1-11 Laboratory, Equipment Roor 900 *1.400 HP-38 ZONE 1-12 Laboratory, Equipment Roor 645 *1.400 HP-55 ZONE 1-13 Laboratory, Equipment Roor 1,290 *1.400 E-HP-9 ZONE 1-14 Laboratory, Equipment Roo, 490 *1.400 HP-39 ZONE 1-15 Laboratory, Equipment Roo, 810 *1.400 · E-HP-10 ZONE 1-16 Industrial Work, Low Bay 3,500 *0.900 E HP-16 ZONE 1-17 Industrial Work, Low Bay 3,000 *0.900 E HP-18 ZONE 1-18 Industrial Work, Low Bay 2,000 *0.900 HP-40 ZONE 1-19 Industrial Work, Low Bay 3,340 *0.900 HP-41 ZONE 1-20 Industrial Work, Low Bay 4,000 *0.900 Notes: 1. See L Tl-01 2. See L Tl-02 3. See L Tl-03 4. See L Tl-04 Items above require special documentation /items marked with asterisk, see L Tl-01 bv others) (bv others) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. - The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnergyPro 6.4 by EnergySoft User Number: 2445 RunCode: 2015-06-11716:49:21 ID: Page 3of36 '. " . PERFORMANCE C~RTlflCAT~ OF COMPLIANCE (Part 3 of 3) Pl;RF-1G .·· 1 ProjecLNairie .. I Date ' Nordson Asyrntek 6/11/2015 . ·zoNE INF.ORMATION . Floor Ins{ Ctrl. Allowed LPD .. Proc. ,, Area LPD Credits Area ' Tailored Loads Svstem: Name . Zone.Name· O.ccupancv Tvoe·. (soft.) <Wisf)1 <W/sf)2 JW/sfl3 (W/s04 (W/sf} e HP-12 ZONE 1-21 :lncfustria/ Wc,rk,· Low-Bay 7,380 *0.900 E-HP-11 ZONE 1-22·-: ln~ustr,{a/Work, Low Bay .3,750 *0.900 HP-42 torvE 1~23 : . 'Laboratory, Equipment Ro_a, -/525 *1.400 •' .. ,'. " ,HP~4?. .. ZONE 1:24 · • :0f(ice . .,.;,,,?50 sqlt 240. *1.000 HP-44 ZQN~ 1s25 ,·: ,Laboratory; E,qµ/pmfi!ri(Rodt , 795, . .. *1.400 HP~4$ > :ZONE 1-26. . : ,Office > 250 $qlt 715 *0.750 AP-46 ibNE 1~ii ·. ' t,.Jborato1, /;qu,ipmfi!nlRo·or 730·, .. ' *1.400 'EHP07 ZONE.1-28 : ·office >· 250 sqlt .2,546: *0.750 ,/, , '.RP-47 Z_ONEt-29 .. *0.750 Office > ,2_50 sqft ~25 .. . 'HP-48 '' ',' : :office >;~50.'sqft .. 2ao: ' . ZONE 1-3,0 *0.750 .. . HP-49 ,ZONE. 1~3'1 : Of{ibe > 250 ·sqli 450,. •0:150 . ,,_, . -E.HP-6' ZONE'1~3~· : Office > 2~0·sqft 5,675. *0.750 ... . . f=HP-5 ZONE 1-33 offii;e. >wdsqrt .. , -~45 . *0;750 : 'E,:f{P-3 : ZQNI= 1~3f . .. : Offiqe, >, 250 sqft . ; 1,?55 · *0.7.50 ' .. ; : i·f-ip.4 ZONI= 1~35 .. .• :oifice > :2sd sq((:. 3's20' •o:750 ·' f=,HP-33 tori.ii; 1~a·5·. · : Qomputer Rocfn. ' 6,40 *0.800 50.000 .. ,, : -~.HP'-1 &· HP~2 ,i.6NE 1-37'-~ 1,-38 • :omc~ > 25d sqrt: ·'. ·1;'785 ··o.1so ,, ,i-fP-50 i.ONE 1-39 .. inciusirtat Work, Low Bay, 4,50Q *0:900 /.{P-51 ,ZdNE .. 1-49 ,lndU$fri~i'Work, LqvlBay .850. *0:900 1s:ooo .. . . : .RP-.52 . -ZONE 1-41 industrial Work, Lov/!3~Y. 3,1bo. *0:900 . . .. , .. . .. · Notes: :1. seeLTI-01 . .. .. . ,, 2.:See.LTl~02. 3: ,see;L Tl-03 . 4.,See L Tl-04 .. (items·m'arked;with asterisk, see·LTl,01.:6v.others), '• lbvothersf Items ab9ve require special docuniEiritation .. :eXCEPIIPNALCONDITIONS:CQMPllANCE;¢HEC'KL1$T. · ... .. ... .. The local erifo'r~ement agency should pay Wecl~I att~htionJo tl'(e,:_1tpm~·speclfiei:I.Jn:itj1s <ihecklist. These item~ require special written ''justlfication.and·c!oc;:umentatlorf, ,ari~ .. special·yEirlflcation to.be used:wlth 'the·,p~i:formance approach. The local enforcement ~gency det~rmines the ~_deq~acy of the Justlflcatloris, an.d may. reject a.;blilld!nQ ,on~!,lslgn th~t .~therwlse complies.based on-the adequacy.-of the • soeclal.lustiflcatlon and:documeritatlon;submltted. . . '.. . . . . . , .. , · ... . . .· .. ' ' .. .. .. .. ; .. . . '. ,. ,,-• .. .. ; ,-.. .. .. " ; ' ' ., .. .. ,r•' " .. ... .. "" , . ... ; < • ' -< ' T T • "' , " • • • • -' ' , < . The:e?(ceptlonalfeatu_h~s .ns~~d Iii-,nls>performai,ce,approac!l applii:<!tion,hav~ispeciflcally l;>Qeh reviewec!. Adequate\yritteri 'jµstlfic<!tion,arid . docu,meritatiori .for their use have been, provided by ·the ap1>l!caht. · _Aµ_thorized'Signatlire or Stainp .. a .. . . .. " 'En~rgyPro-6.fby,EnergySoft · . '' U~er.Nurnber;-?1:49 ',Ru,_n<:;pcte: ;2<n 5:06-u ,~._1 (?;49;2-1 IQ: Pag~,4,pf'~p . .. .. .. ,-.. .. . .... .. , ... ... "' . PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1C Project Name I Date Nordson Asymtek 6/11/2015 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area · LPD Credits Area Tailored Loads Svstem Name Zone Name Occupancy Type (soft.) (W/sf)1 (W/sf)2 (W/sf)3 (W/sf)4 (W/sf) HP-53 ZONE 1-42 Industrial Work, Low Bay 3,675 *0.900 HP-54 ZONE 1-43 Industrial Work, Low Bay 3,675 *0.900 EHP-15 ZONE 1-44 Laboratory, Equipment Root 286 *1.400 HP-58 ZONE 1-45 Laboratory, Equipment Roo, 490 *1.400 HP-55 ZONE 1-46 Office <= 250 sqft 155 *1.000 Notes: 1. See LTl-01 2. See L Tl-02 3. See L Tl-03 . 4. See L Tl-04 Items above require special documentation {items marked with asterisk, see LTl-01 by others) (by others) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The exceptional features listed in this performance approach application have specifically been.reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnergyPro 6.4 by EnergySoft User Number: 2445 RunCode: 2015-06-11716:49:21 ID: Page 5of36 STATE OF CALlfORNIA t;NV'ELC>'P~ COMPONENT APPROACH CEC-NRCC-ENV--01-E /Revised 06/141 ----CA~IFORNIKENERGY COMMISSION.----,,-~ CERTIFi¢ATE;OF COfy1PLIA!'1CE . -NR,CC-ENV-01-E . ~nvelope toi),ponent Approach (Page-1 of 4) Projcc\Namo:' N9rdson AsymtE!k -· I OllloPtcparod:' 6/1112015 -- ' ---'it GENERAL li\lFORMATION-',- 1 Project Locatioi'i: --.-, '6 _-Compliance Met~oi:I: 1: IZl Compbnent D Uncondition_ed'(file 27.65 LokE!r ~.ve , __ Affidavit) 2 ei;: <;iW ai\~.Z!P, c~de, _ --Carlsb:ad, 9201 O .7 · Building Frontorien~atlon·(deg or _cardinal): . I O deo· ' 3 , Cl_lrria~e Zone:· .. 7 8 : , •P_er!Jllti_e_d Scope of Work I D New Construction D Addition D}\lteratlon 4 , Ti>tarcoiidltloned Fl_oor " ·9 , Building Type(s) ,1 · 121 Nonresidential D High-Rise Residential D Hotel/Motel .Guest Room Area: 81,717 5. a:,schocils (Public S_chbolrD Relocatabl_e Public Sclfo(>I Bldg. [;I, Conditioned.Spaces O 'Unconditioned Spaces · b_Sk~llght Area for. Large_E-nclosed Space :,:,5000 ft2·(1f checkedJnclude_the:NR~C-ENV004;e with submittal) -- --- , , ~-ENVELOPE D~TAILS -,,'fr~me~, " _l .2' ,3 •:, !\, 5 6. 7 ;s .9 10 11 ,. ·' I ·Continuous I Frame Fr<tine· .frame' Append)x·JA4 ,, Cavity ·1ns4latlcin Proposed Required U~Factor From '' ' , TagiiD .. , Assembiy Type -Material -. .Depth Spacing· Reference R-value, R,value U-Factor Tables,-B, C, D Comments ,( ... :wau-,V':lood. · 2x4,@16• -4_:3,1,-b~: . 13·. ' o.o ·6.:102 R,-13 wan, --' 2 'Hoo( 1/Vbpp 2x4@~4 ,_ 4.~.1~A1 __ ? 0 . •0.0 0.3Q5 -E Roof,Attiq Roof ·wood 2~4@24 ... 4.2.i'.,-,ll.20 30 0.03,1 N R~30-Rqof:Attlc 3 .,. '. ---:0.0 -c.·ENVELOPEDETAILS·.:. Non~framed ,. -·· .. ' .. ~,' I .1 2 --3·_ 4 5 --6 7 8 g,' 10 ·---'" .. '' Interior or -. >c~re · _Continuous Jhfckness' ln~~la,tlori' Insulation-.Appendix JA4 Proposed Required U-Factor from Tag/ID Assembly Type . . Asse·mbly Materials (inches) _ R·value . , R-value . Reference U-Factor Tables, B;C,-D, . Comments .. .. .. ' " ,. -·. -•' ' -' --.. ,ti. ENVELOPE DETAILS:., Mass - ; - l, .2 ,3 4·, .:s·· 6_ .7.. ,8 9 10 11 . '., Mass Furril)g-Strip Interior Exterlqr Propos_ed l'v1ass Density . Thickness Thickn~ss . in~ulatlon lnsulatlci'n .·Apper;idix JA4 Insulation Required U-Factor fro,m , , , : -Tag/ID . Type (ib/ft31 (Inches) ,(Inches): R-.value R'value-Reference ·U-factor Tables, B, c; D Comments . : -- .. " --CA·Bulldlng:Energy-Efflciency-Stand_ards« 2013 Nbnreslclent]al Compliance .. .. J'une·.2014 STATE OF CALIFORNIA ·' ENVELOPE COMPONENT APPROACH CEC-NRCC-ENV-01-E CRevlsed 06/14l CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 2 of 4) ProjcctN,mo: Nordson Asymtek I Date Prepared: 6/11/2015 E. ROOFING PRODUCTS (COOL ROOF} 1 2 3 4 5 6 7 8 9 10 11 Mass Roof Proposed Minimum Required 25 lb ft2 CRRC Product Aged Solar Thermal SRl2 Aged Solar Thermal SRI or greater Roof Pitch ID Number Product Type Reflectance Emittance (Optional) Reflectance Emittance (optional) Comments D 01 D O' D 01 D An aged solar reflectance less than 0.63 Is allowed provided the maximum roof/ ceiling U-factor In TABLE 140.3 Is not exceeded a High-rise residential buildings and Hotels and Motels with low-sloped roofs in Climate Zones 1 through 8, 12 and 16 are exempted from aged Solar Reflectance and emittance requirements. a High-rise residential buildings and Hotels and Motels with steep-sloped roofs in Climate Zones 1 and 16 are exempt from aged Solar Reflectance and emittance requirements. D The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempt from aged Solar Reflectance and emittance requirements To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §110.8(1)4. Select the applicable coating: a Aluminum-Pigmented Asphalt Roof Coating I a Cement-Based Roof Coating I DOther NOTES: 1. Check the box if the aged Solar reflectance was not avoilab/e in the Cool Roof Rating Council's Rated Product Directory, Then use the equation in Section 110.S(i)Z where the Initial Reflectance value from the same directory and use the equation {0.2+B(p1nma1-0.2} to obtain a calculated aged value. Where pis the Initial Safar Reflectance and Bis either set to 0.65 for Field-Applied Coatings or it is set to 0.70 for oil other roofing products other than Field-Applied Coating. 2, Calculate the SRI Value by using the SRI-Worksheet at (TBD} and enter the resulting value in the SRI Column above and attach a copy far the SRI-Worksheet NRCC-ENV-03-E to the to this form. F. Air Barrier 1 2 3 4 5 Air Barrier Air Barrier Whole Building Tag/ID Material Type Assembly Type Air Leakage Testing Comments CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA , ENVELOPE. COMPONENT APPROACH CEC'NRCC-ENV-01-E !Revised 06114i CALIFORNIA ENERGY COMMISSION ~t{ . CERTlflCAl'E OF COMPLIANCE .. . ' - .. NRCC•ENV-01-E . l;n.velope,Compcinert. Approach -(Pag~ 3 of 4) , P~ojoc~ Naf!la: Nordson Asymtek J Dale Prepared: 6/1.1/2015 'G, 'FENESTRATION PRo'POSED AREAS.AND EFFICIENCIES ,·-' ·-' - .i 2' 3 4 5 ,6 7 ,8 9 10 11' 12 Orientation N,s,:w;e I/of Max Max Min , Conditions Tag/ID ·Fenestration Type Area or Roof Panes , U,Factor . Overhang ·(RlSHGC VT Label s·tatus Comments -'. H, ENVELOP~ IIJ1A!IIDATQRY llifEA~UR~S ,,~, •' lndicatf!'locatl9n on building pl.ins of Mandat9ry Envelope Measures Note-Block:,ENV-MM , -,, . ' .,. , iNSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check boic if worksheet are in~luded) -. ' . . . . ' ' ' .. ~· -.-''. ' " ' '.;:or detoi/e~ Instructions on•the use of.this and al/£nergy E//fciency Standariis·cc;,inplianc11/orms, please refer-to·tht? Nonrf?s/dentla/ Comp/lance Manual, ' ' ' ~ < .. El 'NRCCcEN\/:o~-E Certjfic;ate qf Compliance. ,Requlr~d 9n pial')s·for all, submittals. a-NRCC0ENV-P4i"I; ·Use Wher:i miplil)uin $kvlightrequir!!merits.for l~ige enclosed ~pac,es are requfred in-climate zones 2 through 15: pptional on pl_a,ns. CA Bullplng'EriergV Efficiency, Standards -.2013.Nonreslc!ential Compliance Jline 2014 STATE OF CALIFORNIA MECHANICAL SYSTEMS CEC-NRCC-MCH-01-E Revised 06/14 l~f CALIFORNIA ENERGY COMMISSIO~ "'-.~ CERTIFICATE OF COMPLIANCE Mechanical Systems PTojoctNa,no: Nordson Asymtek DatePrep,red: 6/11/2015 MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. YES NO Form/Worksheet# Title E'.l D NRCC-MCH-01-E (Part 1 of 3) Certificate of Compliance, Declaration, Required on plans for all submittals. NRCC-MCH-01-E (Page 1 of 3) El D NRCC-MCH-01-E (Part 2 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-02A to 11A). Required on plans for all submittals. E'.l D NRCC-MCH-01-E (Part 3 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-12A to 18A). Required on plans where applicable. E'.l D NRCC-MCH-02-E (Part 1 of 2) Mechanical Dry Equipment Summary is required for all submittals with Central Air Systems. It is optional on plans. l!I D NRCC-MCH-02-E (Part 2 of 2) Mechanical Wet Equipment Summary is required for all submittals with chilled water, hot water or condenser water systems. It Is optional on pians. D NRCC-MCH-03-E Mechanical Ventilation and Reheat is required for all submittals with multiple zone heating and cooling systems. It is optional on plans. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required forms) Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment of the same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test them self or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. Enforcement Agency: Plancheck-The NRCC-MCH-01-E form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked, Inspector-Before occupancy permit Is granted oil newly installed process systems must be tested to ensure proper operations. Test Description MCH-02A MCH-03A MCH-04A MCH-0SA MCH-06A MCH-07A MCH-0SA MCH-09A MCH-l0A MCH-llA Equipment #of Outdoor Single Zone Air Economizer Demand Supply Fan Valve leakage Supply Water Hydronic Automatic Requiring Testing units Air Unitary Distribution Controls Control VAV Test Temp. Reset System Demand Shed or Verification Ducts Ventilation Variable Flow Control (DCV) Control YORK2T 5 E] El Cl Cl Cl Cl Cl Cl Cl Cl YORK3T 6 El f!J Cl Cl Cl Cl Cl Cl Cl Cl AAON 2 El El Cl Cl Cl Cl Cl Cl Cl Cl AOON 3 E] El Cl Cl Cl Cl Cl D D Cl YORK7.5T 6 E] El Cl El a Cl a a a Cl Cl Cl Cl Cl D Cl Cl Cl Cl Cl CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 /, ' STATE OF CALIFORN,IA MECHANIC.AL, :SY~Tl;MS CALIFORNIA ENERGY'COMMISSIOt>xtl CEC-NRCC-MCH-01-E /Revised 06/1~1· .<::ERTji=IC:At~ bi= ¢oMPLIAN~E NR<:;C-MC,Hs9;1.-E ·Mechanical'Systems .. . .. ,_(Page 2 of 3) , ProJcctNamc: ·Nords-on.Asyinte~ : I Date P~ep;rad: 6/11/2015 , ·MECHANICAL HVAC ACCEPTANCE, FORMS. (check box fonequlred:forms)', .. , Designer: ·, Tlils iorm is to be used by the deslgne~.and atttJched to•the plans, Listed beiaw-are·a/1 the acceptance tests for,H(/_AC.systems. The designer Is required to check the appl/cable boxes for oil . accep_tance tests that apply and list-a ti e_i:ju_/prri_ennhat req1,1,l(es·an acceptance test: 'f',/1 egulpment'df the-same type that re_qulres a· test, list the equipment description and the number of systems, . ,lnstaillng:Cantractor: · , , · The·c~ntractor wh·o Installed the.equlpmenHs.responslble·to. either co_nduct the acceptance·.test them·self or·have a qualified' entity run the test for them. If more than·one 'person has responsibility for the acceptance testing, each pers~n ;hah.sJgn and sub~lt the·Certlfi'~ate,ofAci:e,ptance applicab!e't9 th~_portlo~ of the construction or-lnstallatl9n-for .:Vhlc!i they.are resp9nsible, T,he following tes~s: require.a _ · •Enforcement Ag~ricy: , , , ,Plancheck-The NRCC-MC/-1-01-Efortr/ is.norconsldered ti CQT!IPletedform and Is not to ~e-iiC!:.epted by the:bul/dlqg depa~ment f1Qless tfle correct boxes are checked. Inspector -Before occupancy permit is granted ci/1 newly Installed process systems must be tested to ·ensure prai,e-,.-aperatians: · ',' ·-i Test Description, EquiPmerlt --II pf RequJring 'resting ' · units or Verification .. YdRK2T V6RJ{3T MCH-12A .Fault D~tection '& Dlagnostlc_s'for'Cix: l,inlts- .,, 1 ·t;I . D 'MCH-13A ,, Automatic Fault' Detection.& Diagnostics for' Air & Zone .. , ., a [J MtH-14A MCH-15A: · ' MCH-16A MCH-17A Dlstrll:futed Energy Thermal En/i:rgy'. S(i'pply Air ,Condenser Water' Storage DX AC Storagll (TES)' . Temperature Reset Reset-Contr~l_s, Systems Systems Controls a a a ,, a ·a D a a· MCH-18A ,. ECMS :, " .h.AoN· ii a .. 1-,---'----'-+--+~--'------'-,----=,-----+-...,.,.~-=----r---,:---::-----+----=----c'-,----t-----,,=-----I----'-=--'-'-'--'"---+---,--= a ·a D· .. ... a ·D a . ' ., .... . · AOON 3 ti ,, .. D ,a ·D .a . a a .. 'Ybi=lk o/.si: -. 6 El a ·a .. ,a a a ·.C ·a· a .. a. 'IJ,. a .a ·a D !J a .-a-a a ' : ·a -·a· ·a ,a, a a a . . D ,, a a_ a a a ,[J . ·a [J a a. l,'J .a ·a ,·. •· .. '" CA Buiidlng Energy.Efficiency Standards -2013 Nonresl~ential Compliance· June 2014, -- ~I/-\ IC Ui \..,1-\LJiUf"\l"I/"\ . HVAC SYSTl;M REQUIREMENTS CEC-NRCC-MCH-02-E /Revised 06/14\ CALIFORNIA ENERGY COMMISSION '«&?•-.....''"' CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Nordson Asymtek I Date Prepared: 6/11/2015 Equipment Tags and System Description1 E-HP-28 E-HP-26 E-HP-20 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document/ Heating Equipment Efficiency3 110.1 or i10.2(a) Cooling Equipment Efficiency3 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low leakage AHUs 110.2(f) Ventilation4 120,l(b) Demand Control Ventilation5 120.l(c)4 Occupant Sensor Ventilation Control6 120.l(c)S, 120.2(e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y y y 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full-and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. /fthe system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 V 11"'\I L.. \JI -·'°''-11 .._,,,1111t""l HVAC SYSTEM REQUIREMENTS · CEG-NRCC-MCH-02-E Revised 06/-14 · · CALIFORNIA ENERGY COMMISSION 1 .. CERTIFICATE OF COMP~IA_N(:E .HVAC.Dr:ySysteim 'Requireme~ts (Pa~el of 3) '. ~reject Name:. 'Norqs911 _ Asymt~k Date Prepared: 6i11 /2Q 1-5 , .. ' 'Equipment Tags an~ System D'escription1 ::E HP-1'4 E--HP-13 · .. .• t;.,HP-47 . ' ', .. ~ ,_. ' . . " T-i4 Sections Refererce to the Requirements iri_ the Contract Oocumenti , .. MANDATORY M~ASURES HeatJr:ilrEquipmeht ~ffici~ncy3 110.for 110,'i(a), "' Cooling ~quipmehi Effici_encv3 · · 110.l·or 110:2{a) HVAC c;ir H~at Pump Thermostats. 110.2(b), 110.2(ci ' Furnace Standby ~bss, Control ll'0.2(d) ' ----'., ~ow leakage AH Us liQ:2(f) Ventilation4 120.l(b) ., . : Demand,Control Veritilation5 120.i(ci4 ,·, .. . ' Occupant·Seris6r\Jeritilation Contro16 i20.l(c;}S, 1icf2('e)~ " . Shutoff apd· Reset Contrq!s7 1 i_20.2(e) . ,, " butdc:>or Air and Exhaust b~mpe(Contrcil •,• 120.2.(f) . Isolation· Zones . _ 120.2{g) Automatic.Deman:d Sb~9 Controls 120:.2rhi E·conomizer FDD 120.ili} OucUns1,1lation · ,120.4. " . PRESCRll>TiVE MEASl,JRES. ', " -Equipment is sized in conformance with 140.4{a & b} .. y y '.y . J40.4 (a & b) .. Supply-Fan Pressure tontr:~l : ·140,.4( c) . Simultaneous Heat/Cool8 'i40.4(d). EGonomizer ; _140J(el ". " ·Heat anc!Cool Air·Supply-R$set 140.ll(f) " . Electric Resistance :Heating9 , 14Q.4{g) .. :ouctleakage;·s~·alihg and·t~~~ihg.10 · '. : 140:tl'(I) .. ,, : .. Notes: 1. Provide equipment tags·(e;g. AHU. 1 to)0) and system <jescription (e.g. Single Pllct VAV reheat) as app.rqpriate. Mvltiple units .with corritnon ,~quii:ements.can be.groupedfog¢ther. ;?. Provide references to plans :(i.e. Drawing Shee.t Nuinbers),and/or spe<;ificC1t/9(1s (including Section name/m,!mber and relevant paragraphs/where .eqc/1 ,:equ(temerit is specified: Enter 'W/A" if the requirement is not applicable to this system. 3; The referenced plans and specifications tnust.incl.ude ~'/lof'the following information: equipment tag, equipment nominal .capacity, Title 24 minimum efficiency requiretne.nts, and actual rated equipment efficiencies. Where multiple· efficiency reqµireml{!n~s qre applicab(ele.g. fu(l--andpart.-(oad).ihclude all. Where·qppliance standards-apply (11'0.1); identify where eqllipmentis required·to:be listed per tii:1e'201601. et seq; . . . 4. Identify where the ventilation requirements are. ci.ocurnentedfot each central HVAC:system. Include refer:entesto both-central unit-schedufes dnd.sequen<;e~.of operation. If one or more spaqe fs,natura}ly ventilated identify where this is ,ddi:umentedin the. plans and'specificatiphs;. Multiple zone:tentral airsystettrs must also.provide a MCH-03-E form. Si If on~ or mo.re space has demand controlled ventilatibn identify Where it is specified including the sensor$pec/fications and the : seq·uence ofoperatiqn .. ,. . 6. if-one or more space ·has occupant sensor ve·ntilaJion control identify where it. is sp.ecified including the sensor specificatipns and · the sequence of operation '7. I/ the ~ystem is QDC i(JenJify ~/ie.se.quences:for the systernstart/stop, optimal stgrt, setback ([f reqLiired).and:setiJp (if required) .. Fprdllsystems identffy the specification.for the.thermdstqts and time c/ocks-(if applicable). . . . 8. Identify where the heating, cooling.·ar'id deadband· airffq.ws are-scheduled for this-sys.tern. Include a ·reference. to the . . -. . specificqtioh of.the ~one contrp/s. Provide a MCH-03-E for.mi ·9. · Enter NIA if there is no,electr/c heating. ,If the·systerh hd$:e1edric. heqting indicate which exception to 140.4(g) applies; _ lQ. ff dµqt feakag_e sealing and testing is required, a MCH-04~A form must be·supmitted.. · · .. '. .~ . ·-· " .. .CA Building ~n~rgy Efficiency Standard!; -io;1:3 Nonresidenti<1L~ompliance · · . . ' ' . June 2014' HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION ·•"'-~-'"' CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Nordson Asymtek I Date Prepared: 6/11/2015 Equipment Tags and System Description1 E-HP-24 E-HP-27 HP-57 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(a) Cooling Equipment Efficiency3 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2{b), 11Q.2(c) Furnace Standby Loss Control 110.2{d) Low leakage AHUs 110.2(f) Ventilation 4. 120.l(b) Demand Control Ventilation5 120.1(c)4 Occupant Sensor Ventilation Control6 120.l(c)S, 120.2{e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y y y 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4{f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full-and part-load) include all. Where appliance standards apply {110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation: If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor ~pecifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). 8. Identify where the heating, cooling and deadband airflows are.scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-Eform. 9. Enter N/ A if there is no electric heating. If the system has electric heating indicate which exception to 140.4( g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-Aform must be submitted. ·cA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 HVAC SYSTEM.REQUIREMENTS CEC~NRCC0MOH~02-E" Revised.06/14 '. CALIFORNIA ENERGY COMMISSION CERTIFICATE oF-coMPllANCE . '.. . '(Page 1 of 3) I Project Name:. Nprds.an. Asymtek j , Date P.repared: 6/11/2015 I Equipment Ta~.s and System De~criptiori1 He-_36 HP-37 . MAl\!DATORYMEASl,IRES , r~i4 sections R,~fe,rence to the Requirements in the Contrqct DoculJ)er,ti Heating Equipment Effii::iency3 · · Cooling Equipment EffiGiency3 HVAC or Heat-Pump thermostats .. furna~t: Standby Loss Control • L6w·t~akage AH Us Ventilation4 · Dem·ancl Control Ventilation5 . Occupant.SensorVentil~tkn1:Cohtrol6 ShLJtoff and Resettontrqls7 Outdoor Air and E~baust ~amper Control • Isolation Zcmes Automatic .Demand, Shed;Cbntrols ·Economizer F.Db Duct Insulation ·PRESCRIPTIVE·MEASURES, Equipment is sized iii conform,mce with ' ' l4Q.4,:{~ 1&: b) I . , Supply Fan Pres.sure·Cbritrol • • Simultane.ous Heat/Cbol8 • · . Econc;,mizer Heat and;Cqol Air Supply·Reset · Electr.k Resi.stance Heating9 !)ui::tLeal~c1ge, S~aling c1nd Tes_ti('lg.10 Notes·: · · · · • 11tu or Ho.2(al 1JO.4(b), 1'1O.2(c). · . . 11O.2(cl) i16.2(f)' 120.i(b) . , 120;1(c)4 12(li(c)S, 12O,2(e)3 .. · · 1_2O:2(e) 12O.2(f). 12O.2(g), 1.2O.2(nl · 12O:2(i) y y · 14O.4(c) . · i4b.4(d). i46.4(e) , ,i46.4(f) · 140:4(g)· 140.4(1) 1. Provide ~quipment-tags '(t?.g. AHIJ. ~ to 10}and system ·description (e,g. Singie Duct VAV reheat) as appropriate .. Multiple -units -with common requirements can be groupedtogether. ·· · 2. Pro.vi de references to plans (fo; pra.wing. Sheet NurnbersJ,an.d/¢r specificati9ns (including Section ,name/number,andrelevant pafagra'phs). where.each reqalrement is specified. Enter ''NIA'! if the requirement-is not applicable to this system. 3. The refeten.cecJ p!ans,andspecifications must.include·a/1:of thefolfb.wingfnformatioh: e,quipment tag, equipment·nominal capacity, Title 2.4 min imam effir;iency feq11iremen.ts1 anc(actual rated equipment efficienr;ies. Where multiple. efficiency requirements are applicab/e\(e.g. fuil-and. part-/Qad},include-all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title., 20 1601 et seq . .. 4. lc/entify where.the ventilation requirerflenfrare documented for:each,central HVAC system. Include references,to,both central un/qcheda!es and sequences pf. operation. If one,,or-more space is.naturally ventilated identify where .this -is documented in the · plans and.specifications. Multiple tone central-gir systems must i:JlsoprbVide aM(:H-03-E form. 5. If.one onr1ore spaCe·has demaii:dtontrqlled ventilation ide,ntify·where'it is specified including the sensor specifications.and the sequence of operation. 6. If one 9tmore spqce has occupant sensor ventilation r;ontrol identify where itis specified including the sensor.specifications and . the sequence of operation · · , 7, If the system isDDCidentify the.sequences for the system stdr.t/stog, optimal start, setback (if required) andssetup (if required). For all systems identify. the sp¢cifica,ti9n J9r the. thermos.tats and'time clo,ks (if applicable). ·s. lcjent:ify-where the heating; cooling ·and deadband girflows are scheduledforthis.system. Jnclud~. a referen<;e .to the: sper;ification oj the zone.·contfols. ProVide a MCH-O3-E form. , . , 9. Enter.N/A:ifthere is no ¢/ectrir;)u~ating. lfthe·sy~tem has electricheating-indicatewhich exception to-14O.4{g) applies. 1Q. If d.t:ic.t leakage sealing and test(ng is required; .c1 .. MCJ-f.;_04-A form must.be submitted. · ·cA Building Energy Efficiency Standards; ioi,3 Noriresidential·Compll~nce June 2014 HVAC SYSTEM REQUIREMENTS M CEC-NRCC-CH-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION · .... :.. CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Nordson Asymtek I Date Prepared: 6/11/2015 Equipment Tags and System Description1 HP-55 E-HP-9 HP-39 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(a) Cooling Equipment Efficiency3 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2{b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low leakage AHUs · 110.2(f) Ventilation4 120.l(b) Demand Control Ventilation5 120.1{c)4 Occupant Sensor Ventilation Control6 120.l{c)S, 120.2(e)3 Shutoff and Reset Controls7 120.2{e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2{h) Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y y y 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4{d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full-and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the seque_nce of operation . 7. If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required) . For all systems identify the specification for the thermostats and time clocks (if applicable). 8. Identify where the heating, cooling and deadband airflows are schedu(ed for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. . _9. Enter NIA if there is no electric heating. ff the system has electric heating indicate which exception to 140.4(g) applies . 10. If duct leakage sealing and testing is required, a MCH-04-Aform must be submitted. CA Building Energy Efficiency Standards· 2013 Nonresidential Compliance June 2014 .... ,,, .. , ........ , -., ... ,, .......... ., .. HVAC 'SYSTEM REQUIREMENT$ . ·J CEC-NRCC-MCH-02-E {Revised 06/14). .CALIFORNIA ENERGY.·COMMISSl'ON . --,, .. , .. ¢ERTIFICATE'OF COMPLIANCE .. . ' '.;_ . ,. .. N~CC-MCH-02-E ,HVAC ~ry System Requirements ,. (Page. 1 of~)' : · ProJe£1 Name: Nord~on A$ymtek. ·1 Date Prepared: 6/11/2015 . . EqµipmentTags a_nd System Descr:iption1 '. ; . :E.:HP-10· E HP-16 E HP.:ta ... ' MANDATORY MEASU.RES · t-i4,section~ Refe;ence to·the.:R~quirements in the Contract,pocum~~ts2 .. Heating Equipment Efficient:y3 . . ·.1ib.i ·or 1io.2(a) ~ • < . --" '' Co~[ing Equipment Efficiency3 ho.i or,11_0.2(a) . HVACor Heat Pump Thermostat~ i~0.2(1:)), 110.i(c) ' i Furna·ce Stapdby Loss Control 1i0.2(d) .. Low leakgge AH Us 110.2(f) . ' ' .. Ver'ltilatio.n4 120:1(b) ,. ,, .. . Demand Co~trol Ventilatiori5 i2P.1(c)4 bccup·ant Sensor Ventilation Contr.616' · 12b.i(c)S, 12Q,2(e)3. . .. Shutoff and Reset Cotitrols7 ·, 12JJ.2(e) . . .. . : · Outdoor Air and Exhaust Damper Control f20.2(f) ', . . Isolation Zones . . 120,.~(g) . ' : Automatic Demand ~hed Controls , 120.2.(h) ... Economjzer-FDD ;L20.2(i) . ... . Duct Insulation .. 120>:i . PRESCRIPTIVE MEASURES .. . . . ·J;quipment.is sized in conformance With 140.4( a ,& b) . · · ·i40.4(a·& b) .Y y y Supply-Fan Pressure Control 140.4(c:). .. ' . " Simultaneous Heat/Cool8 ·· 140.4(d) .. .., . Eco.nor:ni~er · i40.4(e) .. Heat and_.Cool Air Supply Re~et i4o·:4(f) ,. ,. Electric:; Resistance ·Heating9 . J.4Ct4(gj -'. .. · Duct-1:eakage Sealing andJestil')g.10 i4oA(lf .. Notes: . , ' .. '.' ., 1. Pr:qy(de eqqipment tags (e.g. AH'u ;1 to 10) .and system ·description (e.g .. single· Du¢t VAV reheat) as appropriate_. Multiple units with comin9n_ requirements can be_ grouped together. z Provide refere'nce_s to plans (i.e. Drawing.Sheet Nufiib¢rs). ·qnd/oqpecificaticms. {including Section .name/numbr:r·and relevant paragraph$) where each reqµirement i$ specified, -Enter 'WI A" if:the .requirem!;!nt is not applicable to this system. 3. The referenced plans. and-specificqtions mµst include al/·of the fol/ow('ng information: equipment tag, equipme_nt nominal capacity, Titie 24 minimum effici'encyrequireme{lts,. pnd-actual rated'equlpmenteffic(encies. Where multiple efficiency -requirements /;Ire app/ica/;Jle,-(e,-g;-full-and part-load) iridude·ali. Where appliance standards apply (110~1}, identify where . ' equipment is required to be tistedper Title20 1601 et seq. . · · · 4., Identify where the ventilat1on-requ7rements are. documerited for-each central i-lVAC.system. Include references to both central unit schedules:and sequenc:,e~-of operation. -lf,one o.r mor,e space is· naturally ventilqted identify where this is doc1,1mented in the plans and specifications.-Multiple zone cehtraf: air;syst_ems must also provide ,a MCH-03-E form . 5; . If one or more·sppce has. demand controliedvetJtilation-identifyWhere it, is speaifieg including the sensor specifications and·the sequence of operation , ! 6. tf omror more $pace .has occupqnt sensor: ventilation e<:mtro/.id~ntify .where it is specified including the sensor specifications and the seq1Jence of operation _ 7. lf'the system Js ·QDCh::lentif,y.-the sequeflcesfor:the system stprt/-stop, optimal start, setback (if required} ancj setup (if required). ·, For al/systems ic;lentify the ·spe_cification_ for the th~rrriostats-andtirne docks ,(if applicable). ' 8. Identify Where t{le heating, cooling. cmcj:deadband airflows. ctre. schegiJledfor this system. Include a reference .to the_ specificatfbn,of the ?one contri:ils. Provide a MCH-03-E form. · 9. Enter N/Aif'thereis.ho·e_lectri¢:heating. lftlie syst'emhas,elettrii::heatingiridicate which exception to 140A(g)app/fes. 10., ff duct. (.eakage qealing'and testing fs require_d, a MCH.-0!/--Aform mu.st,be $UPr:nftted. .. -. CA Building En~rgy Efficiency, Standards -2013, N_ontesidential.Co.mpliance June2014 o 11"\J c vr \J/"\L.1rvrw'ftf"\ HVAC SYSTEM REQUIREMENTS CEC-NRCC-lvlCH-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION . c'ERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Pro)ectName: Nordson Asymtek I DatePrepared: 6/11/2015 Equipment Tags and System Description1 HP-40 HP-41 E HP-12 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(a) Cooling Equipment Efficiency3 110.1 or 110.2{a) HVAC or Heat Pump.Thermostats 110.2(b), 110.2{c) Furnace Standby Loss Control 110.2{d) Low leakage AHUs 110.2{f) Ventilation4 120.l{b) Demand Control Ventilation5 120.1{c)4 Occupant Sensor Ventilation Control6 120.l(c)S, 120.2(e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y y y 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4{g) Duct Leakage Sealing and Testing.10 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full-and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specification5 and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks {if applicable). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 -:> 11-\1 C vr-Vl'\LlrV"l'lil!'? . _ ~ _ HVAO SYSTl;M, REQUIREMENTS CEC,NRCC-MCH-02°E Revised 06/14 CAtlFORNIA ENERGY COMMISSl0N _ 'CERTIFICATE bi=lcoM,PLIANCE NRCC-MCH--02-E .. .HVACDr;y System Requirernen(s (Page 1 of3) Prq]~ct Name: Nordsbn A~ymtek , Oat,iPriipared: 6/~ 1)201 S • > ,_ ''' Equipment Tags and SystE!m•DE!~criptio111 E-HP~11 -HP-42 -HP-43 ' ''' ,, '' ., ' T~24-Sections Reference t~ theRecjulreme~ts-inthe Contract Documents2 MANDATORY MEASURES ',, · '. He~ting EquiJmerit Effidency3 110.1 or 110,2(a). '' '' Cooling Equipment Effidency3 · ilb.1 cid16,2(a)_ -<, , .. ,, , • HV:AC or Heat Pump Thermostats 110;2(bh 110.2(cl '' ,, ',, Furnace:~tandby -Los~ Control 1io.2(d)· '' ' '' low l~akage AH Os )-10.2(f) '' ,,, : -Venti1E!tion4 iio.i(b) Dernand;Control Ventilation5 · 120.l(c)4 '' . , Occupant Sensor Ventilation Control6 . 12Q.1(c}S, 120,2(e)3 ' Shutoff, 1 and. Reset Control.s7 .. · li0;2(e). , Outqoor Air and Exhaust Damper Control i2Q.2(f) ' !solatiqn Zones ,120.2(g) Automatic Demand Shed Centro.ls , 120.2(h) " -'' 120.2(1) " Economizer. FDD " · Duct Insulation. .120.f " l PRE~tRIPTIVE-MEA.SORES \ ' '' '' Equiprheht is sized Jn conformance with 140.4fa &b) y y y 149'.4' (a.,& b) · . Suppiy Fan Press1.1re Control ·i40.4(c) " ' ·si.multane.ous Heat/Cqol8 · · j40:4(d) ''' , ' _i40A(e) '' : -E:conomizer '' Heat and Cool Air Supply Reset 140.4(f) ... <Electric Resistance.Heating9 i40.4(g) " ; ' , : ·. Ductlea"kage S~aling _anµ Tes.tfng;1<'>' . . 14d)HI). '' " . Notes: 1. Provide .equiprilent tags :(e.g. AHU 1 to 10) and system description (e.g. Single Duct V,AV reheat) as appr9priate. Multiple ,units with common req1,1irements. can be groupedtogethet. · 2. Pr.ovi<le reference!i .to· plan_s (i.e. Drawing· She.et N.umbe,:s) and/pr specifications.· (including 'Section name/number and relevant pdragraphs)where each requirement is $pecjfied: Enter "N/A" ifthe,:requ1rerrtent is.not applicable to this system. · '3. The .rejerenced plans .Qild specifications. must fnclUde,al/-of the following information: equipment tag, eqµipment nominal .capac;ity, Title 24 minimLiin efficien<ry'requirements, aocf actuql rated·equipment efficiencies. Where multiple efficiericy requtrements are.applicable (e.g. full-and part-load) include all. Where appliance standards apply {110.1/, identify where 4. equipment is required to be listedper 'ritle 20 1601 et seq .. 'lder:itify·where the-ventilation requirements are documen.tedfor each central HVA<; sy$tem .. Include references to both-central unit sche~ules ahdsequences of operation. If rme or more.space: is hatural(y ventilated identify where this is do<;qm'ented in the plans andspecificatiohs. Multiple zone central air systemsrnust,<Jlso provide a MC.H-03-E form. . 5. Jfo.ne or more space has dema(ld controlled:Ventilatio.n identify Whenr it 1sspecified including the sensor specificqtlons and,the sequence of operation. . , 6. If one.or more space hqs bccuppnt•sensbr ventil¢tion <;ontrol identify,where it-is specified including the sensor spedfications .and the sE!quenc;e of operation · 7. ff.the systE!m-is ODC identify the. sequencesfor-the sy!itetnstart/stop,.optimal start, setback (if required) and setup (if required). For all systems identify the speciflcationfor the thermostats 1;md'titne clocks. filapplicable). 8. Identify wher.e·the.heating, c90/1ngand'deqdbandair:flows,q(e·scheduledJor this system. Include a reference to the specification of the zone controls .. Provide. a N1CH-Q~-Eform. , 9. Enter N/ A if there ,s no ele't.tric hea,ting; If.the syste(l1 has electric heating 'indica.te. which exception to 140.4( g) .applies. 10 . ff dpct/ef]kage,sea/ing-_and. testing is .required,, a MCl:l,-04-Afo,tm :must:b_e submitte_d. " . ,, " .CAiBuilding Energy·Efficiency $tandards -Z0';i.3, N,oriresidentjal Compliance . Jllne,2014 ' .---, HVAC SYSTEM REQUIREMENTS CEC-NRCC'-MCH-02-E (Revised 06/14\ CALIFORNIA ENERGY COMMISSION - CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) ProjectName: Nordson Asymtek I Date Prepared: 6/11/2015 Equipment Tags and System Oescription1 HP-44 HP-45 HP-46 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(a) Cooling Equipment Efficiency3 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), il0.2(c) Furnace Standby Loss Control 110.2(d) Low leakage AH Us 110.2(f) Ventilation4 120.l(b) Demand Control Ventilation5 120.l(c)4 Oc<::upant Sensor Ventilation Control6 120.l(c)S, 120.2(e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y y y 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10} and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full-and part-load) include all. Where appliance standards apply {110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. ff one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation ' 7. If the system is DOC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable); 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4{g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 ; tJ't'r,,._ _, ...,,,1...11 _,_,,,.._,,- HVAC 'SY:STEM REQUIRl;MENTS CEC-NRGCaMCH,02-E Revised 06/14 CALIFORNIA-ENERGY COMMISSI\JN 'I '' CERTIFICATE OF COM_PLIANCE NRCC-MCH-Ot~ , HVAC Dry;System R~gulrements (Page 1 bf 3) _ . ''Project Name: _Nordson Asymtek ' ' ---'1 _Equipment Tags and $yst~m D.escripti_on __ -MANDATORY MEASURES Heating Equipment Efficiency3 · . Coolinp Equipment Efficiency3 HVAt or-Heat P,ump Thermostats Furnace Standby Loss Control Low leal<cJg!:! AH Us · Ventilati9ri4 · Dema11d ControiVentilation5 · Occl!pant Sensor Ventilation. Control6 Shuioff and Res~t:Controls7 Outdoor Air and Exhaust Damper Control_ Isolation Zones Automatic Demand Shed Controls -Economi~er FDD D1,.1ct ln~ula_tion PRESCRIPTIVE MEASURES 'Eqi:ljpment is sized in cqnfor:mance with 140.4 {a.& b) -. Supply F-an Pressur~ C9ntrol I ( :Simultaneous He~t/Cool . -' Economizer : / Heat and Cool Air SupplyReset -Electric Resistance Hec;1ting9 Duct Leakage SeaJir:ig-;and Jesting.10 ,-,Notes: 110J9r i~0.2(a) _ , i10i2(bi, 110.2(c)· 110.2(d) ·116:i(f) 120.l(b) 12,0:i(i:)4 --12b:1(c}S,_ 12·0.2(e)3-.. 12q.2M 120:_2.(ff _ 120:2(g} 120.2(i) -120.4 • '140.4(a & bl. -140.4(c) 140_.4(µ) _ , 140,4(e) ~40.4(f) _ -- · 140:4(i) ' !)a!e Prepare,': 6/11/2015 E IJP-7 -:HP-47 HP-48 y y y · / i. Provlde,equipmenftags-(e.g, AHi:/ 1 to 10) andsystenj description:(eig; Single_ buct VA.It r~heat) as appropriate. Mt.i./tiple µnits . 1 with common re_qq'irements can be groupedtogether. · 2. Provide referencesfo plans, (i;e. Drawing'.Sheet Nambers)'and/or specifications (in_cluding ~ection name/number and relevant parpgraphs) where-each requirement is specifi~d. Biter '1N/A" if the requirement Is not applicable to this system. 3. the referencet;lplans-and spe_dfitations. must in'clude-q/1 of the following information: ~quipment tag, equipment nominal . capacity, Tit/e-24 minimum efficiency requirements, r;:md,actµa/ rat¢d e_qulpment efficiencies. Where multiple effici~ncy -requirements are·pppli~able (e.g. ft1/I: and part-load) ·include all. Where appliance standards apply (11.0.1), identify where equipmentis required to be_ N~tedper'Title 2Q 1601~t seq. _. . 4. Identify where the-ventilation,.requirements·are_,documented-fot ea_c/i central HVAC system. Include references-t9 bo,th centta/ -unit sche_dµ/e~and,s_equences of operation,. If.one or-more.space-is naturally ventilated identify where this is documentedin{he plans and specifications. Multip/e-iohe.cgntra/ <iir:systenfs'must also,ptovide a MCH-03-E form. 5. If one -or more space has dempnd controlledventi/atfon identify where 'itis specified including the sensor specificqtions and the seqµe_nce of-operation. 6. If dhe or more space f/cis-qccupant sensor-vebtilation .contro}identify where·it is specified including the.sensor spe_cificaticws and the sequence ofoperation -7. If the system is DDC·identify the .sequences fqt the_-systern·start/stop;. optimal-stt;lft, setback (if reqt1ired)and setup (if required). For al/systems identify the specification for the thermostats,and time clocks (if-applicable). 8. ld_entify where the heating, cooling-and dead_pgnd,aiiflows. pre sche.duledfor this, system. Include a reference to .the _specification of the zone controls_. Provide a MCH003~E form. !3. Enter NI A if there is nq electric heating. If the system has electr(c_ heating indicate which exception to 140.4( g) applies. 10. Jf duct _leakage se_qlihg andit~s't/ng is_ required, Q:MCH-04-Aform mast b.esubmi,tted. CA Build_ihg-Eriergy EfficiencyS~andards ~2013 Nonresidential-Compli~hce _ Jun~.2014 ;:, I A I t: Ur vALlrUKNIA HVAC ~YSTEM REQUIREMENTS CEC-NRCC~MCH-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION ' =· CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Nordson Asymtek I Date Prepared: 6/11/2015 Equipment Tags and System Descriptiort1 HP-49 E HP-6 E HP-5 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2{a) Cooling Equipment Efficiency3 110.1 or 110.2{a) HVAC or Heat Pump Thermostats 110.2(b), 110.2{c) Furnace Standby Loss Control 110.2(d) Low leakage AHUs 110.2(f) Ventilation4 120.l{b) Demand Control Ventilation5 120.1{c)4 Occupant Sensor Ventilation Control6 120.l{c)S, 120.2(e}3 Shutoff and Reset Controls7 120.2{e) Outdoor Air and Exhaust Damper Control 120.2{f) Isolation Zones 120.2{g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2{i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y y y 140.4 {a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4{d) Economizer 140.4{e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10} and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g.full-and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC identify the sequences for the system start/stop, optimal start, setback (if required} and setup (if required}. For all systems identify the specification for the thermostats and time clocks (if applicable). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4{g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 HVAC SYSTl;M REQUiREMENTS CEC~NRCC:McH-02-E'IRevised·06/14l . CALIFORNIA-ENERGY COMMISSION. ,.,.~~· d:ERTIFIC~:tE OF COWIPLIANC:E 1;:1\/AC-Dry System Requirements. (Page l_of 3} P,roject Na~e: Nortjson Asymtek I DatePrepared: 6/11/201-5 .. .. ... . ' .. , '. 1 . ,. EHP.:3 '. .. : ·E HP-4 'EHP-33 · Equipment Tags· and .System· Description ,., '' ' t-i4 Sections . , · Reference to theRequirements in the Co11fract Documeflts2: · : IViANDATOIW MEASURES ; Heat.ing,Equipm~_nt Efficiency3 110.l_or 11Q.2(a) .. ., . Cooling Equipment Efflciency3 110.1 or 1ib.2(a) .. :HVAC.orHeat f>'ump Thetmosta~s -. 110.2{~), 110.i(c) · .. . Furnace Standbytoss Contrpl _ fi0.2(d) ; · Low leakage AH Us iid;2(f) .. Ventilation4 120.i(b) .·. '. .. Demand Control_ VeritHation5 120,l(c:)4 ... : OccupantSensor Ventilati~n tontrol6 120:i(~ls·, 12c;i.2fe}3 .. .. Shutoff and Reset-e:;ontrpls7 12Q.2(e) . . ' Outdo9r ~ir·a~d-Exhc1ust Damper-Control i2Q.2(f)· ·.· I Isolation Zone_s ;120.z(g): : '' - I, Automatic Demancf Shed Controls ':1,20.i(b). .. '" " ' .. l;con9mizer FDD '120.2(i)_ Dud Insulation 120,4 .. •',, PRES(;RIPTIVE MEASli!lES " . Equipment is. sized in conformante-wit~. 14'0.4{a & b} ' y ·Y y 140.4 {a & b} ·supply Fan-Pressure Control ,.J40A{c} . . . Simultaneous Heat/Cobl~ 140.4(d)· .Economizer 140:4(e}: · Heat ~ind Cool Air'Supply Reset 140A{f) .. Electric ResistariceHeating9 1:40.4{g) . .Duct Leak_age-SeJiling and_testjhg.rn ··,140.4(i): - I . •. Notes: . 1.' Pt<;JVif}e equipment tags (e_.g. AHU 1 to ab) andsystem description ·(e.r,.-5ingleDuct. VAV reheat) as appropriat~. Mu}tipl~ units withtorrimori requirements can-be grouped together. 2 . Provide,referenc.es to pld_r,s (i.e. ,Dri:Jwlng·SheetNumbers):and/or·s_pecifications,(including Section name/number and relevant . ' . · . paragrqphs) where each: requirement-is specified; 'Ente.r·"NIA" ifthe requirement is riot applicable, to this sy$tem, 3; · ·:the referenced plans-gnd~pecifications.mustiric{ude al/·ofthefollowing infqrmation: equipment tag, equipment nominal capqcity, Title 24 minimum effit;iehwrequirements, .and actuaf.rttted equipment·effi~leocie.s. Wheremtiltiple,.efficierity requfrernents-are appli~db'/e:(e.g.fu/1-andpart-lodd) inclw;le all. Where·ttpj:J1iance standards apply (110.1)~ identify Where I I .equipment is.required to be fisted-per Title 20-:1601_ et seq.. . -4. ldentifywher(? the· venti/dtioh requirements. are documentedfor each central HVACsystem. Include references to' both central unit schedules and sequencf!s·of operation; lf,ohe or more. space is hatur.ally ventilatec/ identify where this is documented (n the plans and.specification$. Multiple.zone central qir•system~ must also provide a MCH-03-E form; ': 5. If one-or-more space has demand con~rdllec/ ventilation iaentify where it-is-specified including the sensor specification~ and the seque,nce of operation. -6. If one or more:space hqs occupant,sensor ve,ntilation coritrof.icfentify where it is specified incll.fding the sensorspe,'cifications and 'thf! sequgnce of operation 7 If.the system is. DDCic/entify the sequences fort.he syst~m start/stop; optimal start,·setback (if required}:and--s<?tcip (if requ.ired). '. For .all s,;,stems.identifythe spedficatioh for the thermostats and·time clocks (if applicable). . . 8. Identify where the heating, cooling and deadp<1ncl alrflows,,are scheduled ior: this system. Include a reference to the specification of the zone controls. Prov,~e a· MCH~Q.fi:form.. ,. 9. ~nter N/ A.if there is rio .. electrlc:heating; If the system has. electric:hegtihg)ndicate. which exception to 140.4( g) applies. .. 10 . l[quc(le,akage s_ealing.ahc/testing. is ;~quired, a MCH~o4~Aform-must:be_cs/1br.ni,tted,: .. . 'CA Bt.1jlding Energy Efficiency Standards -2di3 Nonre~identiakornplia'nck--. , _ June2014 HVAC SYSTEM REQUIREMENTS CEC-NRCC-'MCH-02-E {Revised 06/14) CALIFORNIA ENERGY COMMISSION ..,., CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Nordson Asymtek I OatePrepared: 6/11/2015 Equipment Tags and System Description1 E HP-1 & HP-2 HP-50 HP-51 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(a) Cooling Equipment Efficiency3 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low leakage AH Us 110.2(f) Ventilation4 120.l(b) Demand Control Ventilation5 120.l(c)4 Occupant Sensor Ventilation Control6 120.l{c)S, 120.2{e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2{f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2{i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) y y y 140.4 (a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool8 140.4{d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NI A" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full-and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DOC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. ff the system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-Aform must be submitted. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 ,. I / ' ::liAft:: Uf-·\,;ALlf-,UKNIA HVAC SYSTl;~l ,~EQUIREMEN_T,S CEC-NRCC-MCH-02:E Revised 06/j4 . CALIFORNIA ENERGY COMMISSlbN· CERTIFICATE OF <;:OMPLIANCE ·; HVACbry Sys_terrrReqµ_irements (Page 1 of 3) ·· DatePrepareµ: 6/11/201'5 ---. ... ~quipment Tc!gs and System-bescriptioni - . HP-52 ... ·HP-53 HP-54 : ~ ' ' -. -' . . . -... ... . . :MANDATORY MEASURES T-24 Sed:ions Refefence _to the R~qulrements in the Contract bocuments2 Heating Equipment Effidency3 1io.1_ or 110.2(a) .·. . . Cooliqg Equipm.ent Efficien~y3 'iJO.l or 110.4(a) . . . ,, . HVAC or 1-:reat Pump Th,mnostats !l.10.2(b); i10:2{c) .. Fur:n13ce Standby Loss Con_ti'ol 110.t(df. Low leakage AH Us . i10_;2(f). .. .. ' · ·ventilation4. _i20:1(b). . . .Demand Control'Ventilc:1tion5 . 120.1(!=)4 _ 0ccupant SensbrVe11tilatioti Co~trol6 . 120,i(cl~, i26:.2'fel3· .. .. : ~ Shutoff c!nd Reset Cohtro1s7 i2Pi(e) ,,., . ... : · Outdoor Air and Exhaust Damper·Control. 120.2(f), . .. . -·- · ls9lation Zones · 1_2Q,2(g). -. : AutomaticDemand Shed Controls i2d)(h) .. • : EtonotnizerFOD 120:i(ii. --... .. Dutt Insulation. ~20.4 .. . .. .. PRE~CRIPTiVE MEASURES Equipment is sized iti coriforrnance with l:40.4(a&b) y y ·'( . 140.4 (a & b) .. ... : Supply ·Fan-Pressure Control · 14Q:4(c) · . .. Simultar,ieous Heat/c;ool.8 i4Q.4(d) ",' - Economizer 140'.4(e) · , . Heat ~ndtoc;,I Air Supply Reset J4Q,4(f) ., . E!~~tric Resistance Heating9 140.4(g) -· : , ·outt,~e_9kage_Sec:1ling and·Testlng,? 140.4(1) Notes: .. L P(ovid? equipment tags (e.g .. AHU 1.to 10) and·systein descrip.tion-(e.g. Single:DqctVAVreheat) as appropriate: Multiple units with common requJr,emerfts can be·groupedtbgether. · · . 2-. Provide ref~rences top/rms (U!, -brawif'/g·Shee.t Numbers) and/or:spe~ifications.(inc/uding Section name/number and·relevant paragraphs), where each requJreme·nt i; specified. E.nt'et "NIA" ;J the;requirementi:S not applicable to this systerni · . .. 3; The r:eferenceclplans ani:J.specifii:qtions must include all of thefollowing information:. equipment tag, equipment nominal cqpadty, Title 24. minimum, efficiency r:~quireiiients; and.gctua/ rated equipment· efficiencies. Where multiple efficiency rectuitements are applicabfe (e.g. fu/1-.and part-load) include-all. . ,, ' Where-appliance standards apply (110.1), identify where · equipment is required to be listed per Title 20 1601' et seq. ,4, tclentifywhere .the ventilat(on.re.quiremehts are documentedforeach central HVAC system. Include references.to both central · unit·schedules and ·sequences of'operation: -If one or more spac;e :is naturally ventilated identify where this is· docqmented in the plans and spe_cifica'tions . .Multiple· t,one centraFair syste(ns mustalsopr9vide a MCH-03-E form. s., If one-¢rmore space· has.c/.erMnd controlled. ventilation identify where it fs specified including the sensor: specifications and the sequence of c;,peration. . . . . . . q, ·ff.one or more. spate hd'S-oi::cupantsensqr ventilation cont'rol.fderi.tify where it:is specified including the sensor specifications and ]. the sequence of qperatioh· ./fthe :System isDDCidentifythe sequences for the system:staf.t/stog, optima/start, setback (if reqqite_d) and setup (;Jrequlred). For altsys.tems identify the spe_cificqt/onfor the thermostats and:time clocks (if applicable). .. 8, Identify where the treating, cooling· and deadband airflbws are scheduled.fcir-this system. Include a: reference:·t.o .the ·specification pfthe zone ton.trots. Provifle a MCH-03-Eform. · . 9. .EhtefN/A if there is no electric heating: If the syst¢m has electric heating indicate which exception to 140.4(g) applies . 10. ff duct leakage sealing.and_.testing is r~qufrec!; ·iJMCH-04-Afor(n must be submitted. CA B)JJ(dipg Energy Efficiency St~ndards " 2013 Nonresidential Compliance · . June-2014 ..:, I I"\ IC: ur \.l/"\LlrV"l,.1/"\ HVAC SYSTEM REQUIREMENTS CEC-NRCC-IVICH-02-E Revised 06/14 CALIFORNIA ENERGY COMMISSION ·• CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) Project Name: Nordson Asymtek DatePrepared: 6/11/2015 Equipment Tags and System Description1 E HP-15 HP-58 HP-55 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2{a) Cooling Equipment Efficiency3 110.1 or 110.2{a) HVAC or Heat Pump Thermostats 110.2{b}, 110.2{c} Furnace Standby Loss Control 110.2{d} Low leakage AH Us 110.2(f} Ventilation4 120.l{b} Demand Control Ventilation5 120.1(c}4 Occupant Sensor Ventilation Control6 · 120.l(c)S, 120.2{e}3 Shutoff and Reset Controls7 120.2{e} Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h} Economizer FDD 120,2(i} Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4{a & b} y y y 140.4 {a & b) Supply Fan Pressure Control 140.4{c} Simultaneous Heat/Cool8 140.4{d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4{f}. Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing.10 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full-and part-load} include all. Where appliance standards apply {110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup {if required). For all systems identify the specification for the thermostats and time clocks (if applicable). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification ·of the zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4{g) applies. -10. If duct leakage sealing and testing is required, a MCH-04-Aform must be submitted. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA _ 'MECHANICAL VENTILATION AND REHEAT .CEC-NRCC-MCH:o:i-E. Revis-ad 06/14 · CALIFORNIA ENERGY COMMISSION CE~TIFlqmOF GQMPLIANCE JV)echanita! V!!ntil!ltiop &-Reheat NRCC-MCH-OH · (Page ; of 2) Pr_ojetl Namo: Nordsciri',A!lYCT1tE1k DolePrcpared: 61111201'S .-- .. ACf_uAtbESIGN iNFO (FROM EQUIPMENT VAV Deadband VAV Reheated Primary Air .. SCHEDULES, ETC\ --AREA'BASIS OCCUPANCY BASIS MINIMUM .CFM Prlmar Air CFM A e__ _·c ,D E· ·F G H .·1 J .K L M-N 0 p Q R ,' s T §'!il·: l:: ~ :,: 0 t n i ;: ,, 2 l;l· ;: -.. n;:. -;:) 2 jjj, : '·<'~ :O CJtVI Em 0 ,z· ·C: ;: z i > ;g -·~1 I 3: ls -n . ·-is•~· . )>'~ 8 ~~ c:·-'6 ;.~ . ,, I z l;l ·i= .. Q n -Q~~· ·n·~ ~ , lri ~ 0 O'f ~. ,0 "<.r -!;ij_' ,->E --p ~ .Q,g o' g ~ . ., .... :;; :i: ;g ;: ;: ·O• ~ ~' ~-~l~ d ~ ~~g~ri Q z o· IP!· ~.~~ 3: ~ ;g 3j ~~~ ~-.. "'· ; ~.;: ' o· ~'ii--_., .;ii ;ii .. C: £ 8·fl ~ n .,_ -,, :;,!· *I •' 'i.'iJi _,;g f .-~ -<, ' .--o,:;;·;;i C: -of"l o -o~ .--15~ c:: .. 5,1 0 z ' ,, ~· 0 -~ 0 • :0 :!j C: .0"' 0 !a r, z. Cl Cl~ g; O· ' -:r-J:» .. cl i;; ~ ~ ~ ""' 0 :o• 0 ~ . .c ;: ~ -·>: ?r ~-' . :;; -<· -~ ·:E -< n-~ -;; Cl : ---- 20NI= " 585 0.15 88 . 5;!3 ,ts.a· 88 88 y .. --- .. --C ,_ · Total· .~8 :'zbtilE _ ,_ ·s:oo Cl.15 ' ;1'35 ''9:0 15.0 . 135 135 ,y· .. .. .Total 135 -. ,. -·. ;zpNE. 680 _ ·,0.15· 1_0(2 '6.~ .. 15.0 102 102 '( ... ,-,, --., Total 102 ·zoN!,: l 600 .0.15 90, (3;0 19.0 ··.go. .:so y -, --To.ta! ~o .. -- · ZONE: -. : ~ob. q.1fi .. 7.5 5:0 1.5\0 7q 75 y . .. ·----'.Total_ '?5 .. ,ZONE 2;:700 :o.Ht: 405. 27;0 15:0 405 -. 495 'Y -. :'fellow shaded ceUs require user inp\Jt. Remaining cells are;protected and automatic 13. The largest amoimt·qf primary air supplied.by the ter_n:i)nal unitwhen.it'.s gperatlng0111 the:¢001in_g,r11ocle. t. · The sm_alle~t amount.of primary air supplied by th\! term Ina.I unit. In .the dead~and !TIOde. o. The l~rgest.amount of,primary·a1_r supplied ~y the terminal_ unit when it's operating I!] the heating mode. E. A"terminal unit' can'be controlled with t>DC.cpntrols, or non-DOC ~ontrols/Each control ca.tegory'tias different reheat limitations in code. F: Transfer Air mus(be provided where Requlred.Ve11tllatlon Alrflov,/,(Columh M) Is greater than thil Design.Pri!lla'ry tle?dband AfrflolN (Column C). H. rvilnlmum·ventllatlon rate p_er Section §lZ0,1. Talile-:J,20.l'A. J. Based on nuinber'offlxed seats where appllc:~lil~ or-the greater·of the expected0number-ofoccupants and'50% of.the CBC gccupan\ load for egress purpgses fo'r:spaces without fixed se_ating. M ... 'Req!Jired ·Ve~tilatlon Airflow (Req'd Ventilation Alrflowi Is the 'larger oMhe-ventilatlo·n r~fos ca!culated.OI) an AR~A BASIS cir OCCUPANCY BASIS.(ColumnJ or L) N. This column'identlfles whether or-not the·beslgn'Prlmary Deadband Airflow compiles or-not. It compares,th_e value i(!,co)umn _M to the value In column C and col.u.mn,F . 6. . pesign Primary Cooling Airflow·• o:~o for DOC, D!lsign-Prlmary C:oolin!i'Alrfloy., • 0;30.fonNon-DDC. If the.Desjgn Primary Cooling Airflow Is less than·300 cfm,-then this·ls nqt applicable. l P. Maxlr11um of Column 'M ana Column o. If the De~lgn· Pri!Tlarv Coollng:Airflow·ls•300 cfm or less, thl\n-thls ls-not ap'pljcable. . . . · q. Thls_column.identlfles_whether .. or nonlie D~slgn Prlmarv.-Reheat'Alrfiow-at the zone le\leJ, compiles or not.it-compares.the value in column·P to the va[ue In cglumri D. R. De'sign Primary Cooling·Ainlow •--o.io for'DDC. Not'i1pplicable 'for·Non-DDC zones·or zones where Design Prlmary·Cooling·Afrflow Is Is 300 cfm or·less, s. Maximum of.Column M' and Column R,-Not applicable if the Design· erlmary.Coollng Alrflow··Js-300:cfmor less. · T .. ·(hi; column Identifies whether.~r ncit the Deslgn:Primarv o·eadband Airflow at the.zone:levei, coinplles.or·not. It-compares the value In columns to the.value:ln .column c. . CA·Bulldliig Energy Efficiency Standards::.foiil'Nonresidentlal Compliance -June 2014 \. STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CALIFORNIA ENERGY COMMISSION 11~ CEC-NRCC-MCH-03-E /Revised 06/141 CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) P,o)ect Nome, Nordson Asymtek I DotoP,opa,od: 6/11/2015 ACTUAL DESIGN INFO (FROM EQUIPMENT VAV Reheated Primary Air VAV Deadband SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM CFM Primary Air CFM A B C D E F G H I J K l M N 0 p 0. R s T 80 0 :r 0 n ;:: ;:: :z ~ ;:: Q~ ;::; z~ ~~ j2 m <!: Cl ~ !a z n z z C z ~ "' ~ ... 0 ;:: ~~ -~ :u 8 zo ;:: -8 zo no~~ n < ill n~~ i;i nffi~ ., )> z Q ~ .,, P. -o~ ~~~ -o..: 0 .,,-. 6 'Z ~~ n :6 ;r;;~ ;:: !;l !ll no ~ ~68~ ~ nzo s: .,, .,, 0 ~gg~ e~ i~i2 :;; .,, j~; ~~ .,, ~~ i:!! g~~ .,, • 0 ;l! ., .2;~ J'!j!: 0 ~ .., ~ < ,§ g !' I 1: !ll 1B -o !z C: -o. El --zs: :;;! m ;,, i; .,,;:: ill > ol 0 Cl nw 00 ;;; )> ~; 0 )> n ., ... -~ -n:r .oi "'~ ~~ ::! 0 0 ~ :u i;; 0 ? .c ;:: s:: ~ ~ "' n s:: z ... ? Total 405 ZONE 785 0.15 118 7.9 15.0 118 118 y Total 118 ZONE 4,125 0.15 619 41.3 15.0 619 619 y Total 619 ZONE 2,370 0.38 901 23.7 38.0 901 901 y Total 901 ZONE 516 0.38 196 5.2 38.0 196 196 y Total 196 ZONE 900 0.38 342 9.0 38.0 342 342 y Total 342 Yellow shaded cells require user input. Remaining cells are protected and automatic B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit In the deadband mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. E. A terminal unit can be controlled with DOC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column_ M} is greater than the Design Primary Deadband Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. M. Required Ventilation Airflow (Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column i or L} N. This column Identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value In column M to the value in column C and column F. 0. Design Primary Cooling Airflow * 0.50 for DOC, Design Primary Cooling Airflow * 0.30 for Non-DOC. if the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. P. Maximum of Column M and Column O. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q, This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. it compares the value in column P to the value in column D. R. Design Primary Cooling Airflow * 0.20 for DOC. Not applicable for Non-DOC zones or zones where Design Primary Cooling Airflow is is 300 cfm or less. s. Maximum of Column Mand Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. it compares the value in column S to the value in column C. <;A Building Energy Efficiency Standards· 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT cec,NRCC-MCH-03-E Re'ilsed 06/14 -CALIFORNIA ENERGY COMMISSION •CE,RTIFICATE,OF COIVIPtiAf\JCE. NRCC:f\;'!CH-03-~ Mechanical Ventilatipn·&-Retieat (Page 1 of2) Pt•J•;t N,mo: ' No~d~_~n Asynitek '/. ,D>loPrcp,,.d: 6/11/2015. '. ACTUAL DESIGN INFO (FROM' EQUIPMENT VAV Deadband VAV. Re~e~ted Prlma,rv Air· ' SCHEDULES, ETCI . AREA BASIS . OCCUPANCY BASIS 'MINIMUM . CFM Primary Air CFM A, B, ,_: C, D . E • F G· H .I J .K, ,L M· N. D P. Q R _s T '. ·• n ' ,~ c·~ ~ffi ;:. ;:: z .. n ;: ;ii i;i! zi N· 8:ill 2 n, z z 'i: "' -;:; ~ i-.z 'C:' .f zj,f ii ' ''n ~ ~ 0 ~ ·l n zo -'>O~t n C:ci ;n .~ .m· ,::lffi z, t;l 't;l t;l -~ l::; m 01: i: '0, -ell:· 0. <m Q·~~ q~z : ~:r-->2 '.,, ~--~~,-@' -o ' ;:: .,.-i'9 ~' s:: Sal' •m ~ ;:· ~,f'O~-< i;i z·o ~,g g' i ~ 0 V, i·E-~ -3-~g .,;: "' "' ;: C: ~ ~-~~~ ;s ~~a zj .,, -~, 'rit ' ;g, ~~ ~ 0 ~·;ji CO _an, _g~~ t! s: 6 o "' i;ih -:E'~ ,!:) C: ---o-[') 0' -o.fl ,!Dis;: C ' 61 ~;: -0 'z > '> !;l ·~ 0 "' ~ UI ,O'.~, ~ E .o~ Cl Gl-~ ~o~ o-:i-•O e "' "' 0 n -n-:c . zO :E'~ !,.! ~-? .c: ' s:s ' ~ ~-< n ~ z Cl ?J :zoN1; . ' <El4l5_ 0.38 245 6,5 38.0 245 ~45 y '' : .Total . 245 .. ZONE ! t;~Q"O. ,b.3~ _ 490 12;9 ':38·,p · 490 ,, ,490 y ,_ " :rota! ,490 .ZONI; j .. 490~-~ ();38, 1°86 4:il 38.0, 186 1.~6 y ' ,, . " .,. Total , 186 " -' ,,_ ,ZON~ ,., ;sfa. •0,?8 308 · _8;1 3KQ ?08 3,08 y . . ,., --Tota! ?08 ., ·,:_, " '' --'' ZOf\lE, 3,5ocr: Oi15 5g5, 35;_0, · 15.p !,25_ 525 y . '' ,. Total, 525 .Z6N'E Mo·o-<Mtl. 450 ,30.0' 15;0 . 450 '4_5Q .v Yellow sha~ed cells requlre·us~r lnp4t. Remaining c~lls. are protected' a/id ?Uto'niatlc 'B,, The:largest amount.of primary alr supplied by the teqriln,al unit when 'it's operating rn·thE?·coollng mqde. C. The·smallest amou·ntof prhnary.alr supplied by, the 't~rmlnal unit h1 the deadliand mode. D. The largest amount of primary 'air supplied by the terminal:unit.when it's operatlng,lri the heating mode·, E. A terminal·unit can be contrcille'd.wlth.DDC controls, or non-DOC controls: Each control'category'has different reheat'llinitations in code, f, Transfer Alr,must'l:ie:provided wh~re'Required Ventilation Airflow (Column·M):!s greater.than the·ti~sign·Pr]mary Deadband A!rflow (Column C), .ti, Minimum.\/entllation-rate·per Se~tion §120,1, Table·120.1·A: · .'J. :eased on·number of fixed,~eats where applicable or.the-greater of-the-~xj:lected'number of occupants arid 50% qf the,CBC occupant load for egress purposes for spaces without fixed seating. M. Required Ventilation Airflow (Req'dVentilation Airflow) li;'the larger of tlie \/entllatl!)n.rates calculated·i,:n an AREA BASIS' or'OCCUPANCY BASIS (Column I or L) ,, N; Thls·colulT)n'ldentlfles whether or not the Design-Primary Deadband·Ahflow comj:lllefor.iiot:lt compares the value ln column M.to the valµe lri column C and column F. o. De$ign .Primary Coo Ii rig Airflow • 0,50 for. DOC, Pesign 'Primary CoolingAlrfl!)W· • 0.30.for Non-DOC .. If the Design Primary Coollrig Alrf,low Is less than 300 cfm, then this .ls not appl)cable. P. Maximum ofCoh.jmn Mand Colu,mn o .. if..tne Qesign·Primary Coollng·Alrflow i.s 3QO cfm cir less, then this Is not applicable. · Q, This i:olumn Identifies whether or-not the Design Primary Re.heat Airflow ·at the zon~ level;:complles·or, not. It compares the value in column P to the value in column D, R., Design Primary Cpoling Airflow •·0.20 for.QOC.'Not applicable for Non-DOC zones or zones·whefe Design Primary Cooling Airflow-is ls·300 cfm or less. s. Maximum of l=olumn M and Column R, Not,_applicable if the Design Primary Cooling Airflow ls·300·cfm or-less. T. This-column identifies whether cir.not the Design Primary ·oeadband·Alrflow-at the,zohe level, compiles or not. It compares the value In columns to the value in column"C. " · ,CA Building.Energy Efficiency Stan~ards --2013 Nonreslderit_lal·Complj~nce, June 2014 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC.MCH-03-E /Revised 06/141 CALIFORNIA ENERGY COMMISSION , ·-· CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) Pro)cctN,me: Nordson Asymtek ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM A B C D E F G H I J K M 80 0 :,: 0 n s: s: z ~~ :,,. E !a 8 z 0 IJl ~~m z z C -< :,,. -< ~ < 1i'i ij ~ ~ n~~ "' n :a~ z !;I !;I .. -OoZ ~~ $ ~ !? s: ;: ~ O!::! :;; .... i§i~ .,, .,, z .., ~~~ m"' ~~ s: 0 !:A -"!/! 5 ~ .., ~~ Q!~ -:E gJ !ll "' -n s: 5i 0 z s:i :,,. ~ ca~ ~:,,. 0 8 "' 0"' ~ :!! :;; :;;-c :E ~ n y;: y;: Total 450 ZONE 2,000 0.15 300 20.0 15.0 300 300 y Total 300 ZONE 3,340 0.15 501 33.4 15.0 501 501 y Total 501 ZONE 4,000 0.15 600 40.0 15.0 600 600 y Total 600 ZONE 7,380 0.15 1,107 73.8 15.0 1,107 1,107 y Total 1,107 ZONE 3,750 0.15 563 37.5 15.0 563 563 y Total 563 Yellow shaded cells require user input. Remaining cells are protected and automatic B. The largest amount of primary air supplied by the terminal unit when It's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit In the deadband mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. I Date Prepared: 6/11/2015 N VAV Reheated Primary Air CFM 0 E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Deadband Airflow {Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. VAV Oeadband Primary Air CFM Q R s T ;;; z ii, -~~ ~~ 8 nzo no -~ s: -n • 0 ~ g g g. .;, ~g.n --zs: C .!)~ 00 m z~ "' • ?' J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. M. Required Ventilation Airflow {Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS {Column I or L) N. This column identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value in column M to the value In column C and column F. 0. Design Primary Cooling Airflow • 0.50 for DDC, Design Primary Cooling Airflow • 0.30 for Non-DDC. If the Design Primary Cooling Airflow is less than 300 cfm, then this Is not applicable. P. Maximum of Column Mand Column o. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. R. Design Primary Cooling Airflow • 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is is 300 cfm or less. s. Maximum of Column Mand Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It compares the value In column S to the value in column C. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 STATE OF CALIFORNiA MECHAN.ICAL VENTll,.ATIONAND REHEAT CEC-NRCC-MCH-03:E iRevlsed 06i14\, , C~,RT[~·l~ATE OF <;:DM~LIANCE ·Mechanical'\ientilation & Reheat ,/ . ' ·, ' ··-· 'ProJcctN3mc: Nordspm'.\syn;itek .. '.ACTUAL-DESIGN INFO iFROM EQUIPMENT . SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS ' A 8 C D • ,G .H 'ZONE, 525 ·o.38 200: ,5;3 ·. -'3'!:l',o · · 200 Total ZQNE. '.24,0 . -o:r~ .36. 15.0 3q Total .I CALIFORNIA·ENERGY COMMISSION •• ,.,~- .MINIMUM I D-itu Prcp;u~d: 6/11/2015 , \/AV Reheated Primary Air CFM M N ,, • ci y ',20Q 36,. Y 36 Q N ~CC-M<;:H_-93-E (Pag(! 1 qf2) VAV Dea!f~and Primary Air CFM R ~:~: -·o :.<: QZO 'i:60 -o,n ,.O.~ .T I ZON~ :795 _. ·6:38 : _30,2 8:o 38.0 302 '.302 :y :r9tal 302 I ZONE ', 71,5 . 'Q, 15, , 197 •,7:2 15,'.0_ 107 1 Q7• y total, :ib7 : 38.0 2"17. 271 y Toial ,2Tt. 'ZONE ,25.4, 15.0, :381 .,381 ,,r :• ... Yellb_w shatled cells require 'u~iir input, Rem~inlr\g CE)IIS are ~rotE)cted' and autimiatic -- 8, The l~rgest amoµnt of-prirriary air supplied by the termln_al unit when It's op·eratlhg in'.tlie,~o_oilhg-mode .. C. The ~mailest ar11ount ofprlmary alr supplied by the terminal unit In the deadb.anlinode. . , b. The large~t amo_unt of.primary ajr supplied by.th!! terminal unltwhen it's op~rating In !~e'he~ting mode. . :e, A terminal unit can be controlled,wlth.DOC·controls, or-hon-DDC coritrols .. Each control categc,ryJ1as·dlfferent rf:lheat litnltatlons in code. • F. Transfer Alr:ll)ust be provlde~l'where,RequiredVentllatlon 11.!if[ow'(Column.M) Is greater than the:beslgr f?rl_mary.Dead,band Ajrflow (Column C). H. 'Minimum.ventilation rate per SectJon §120.1,,Tatile 120.1-A. , , J. Based or1, number of /ixeµ seats where applica\)l~'or,t,tJ1rg'reater gf the,expected nlJmber ofoi:cupants:and ~0%: of the CBC occupant load for egress purposes for Sfla~es without fixed seating. ' M. Required· Ventllatio·n Airflow (Req'd Ventila.tlon Airflaw)'is the larger of.the ventilation rat!!S cali:ulat~d on ~n AREA 8/1.SI.~ or OCCUPANCY BASIS.(Column I or-L) , , , N. THis column,ldentifJ.es wh,ett]er or not·the Design Primary Deadband Airflow compl,ies,or-not. Jt compares th_e v~lue lh .. cofumn M to tlie value In column Cand column,F.. o. Design Primary Coolin& Airflc;,w • O:SQ (or ooe, Design Prlmar:y Coolin~ A_lrfloY! •,o.36.for Non-DOC. If the, iieslgn Prlm~ry Coo,ling_Airflow Is less than 300 cfrn, the~ this is n·ot,appJlcable. P. Maximum·of Column M an'd Col111nri O,lf the.Design Primary Cooling Airflow ls,30,P'cfm c;,r l_e~~, th~n ,this]s,notapp)lc;:ible'. , Q: This column'identifles whether,cir no~ the D~slgn, Prjmary, Reheat Airflow at-ttie zone _level, compll~s.or i:iot. It compares the val,ue in column P to the yal.ueJn colµrim D. R, Deslgn·Primary Co_oling.Alrflow • O.io /c;,r'DDC. Not_applica~le. fc;fr, Non-DOC.zones or zones V{here Desitlri.Prlmary Cooling Airflow is is 300 cfm or less, s, M~xlmum of Column M·and ~olurnn 'R. Ncit appllcable:ff the beslgn Primary Cooling /i,irflow 'is,·300 cfm or le(s., , T. ·This column,lilentlfles whether, or.not-the Design Primary Deadbaild'Alrflow at the zone lev_el; complies. cir not, lt,i:ompares the value in column S to the value in column c., . CA Building Energ/Efficiehcy Standards , 2013 Nonreslderitlal C:ompllai)~e June 20:1,4 : STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E /Revised 06/14\ CALIFORNIA ENERGY COMMISSION., ·:- CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of2) Pro]cctN,me, Nordson Asymtek I D.ite Ptcp.ircd: 6/11/2015 ACTUAL DESIGN INFO (FROM EQUIPMENT VAV Reheated Primary Air VAV Deadband SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM CFM Primar Air CFM A B C 0 E F G H I J K L M N 0 p Q R s T < ::,j 80 > 0 :i: 0 2 s: s: z n s: :ll i;ii ;;:; z'Er ~ ra 8 z z ~ -0 Cl ii l1 z C: ?: z~ f n -5~ ..._;;i n ~~ n i ~ ;;l > z ~ Q i= n ~>~ 8 s: -0 no~~ 0 ~ >., ~~~ ... ~?: 1;i ~ ;>! ~~~ .,..._ OoZ ~~ 0$ s s; ~ s: !il m !;\~~~ ~ ~ Q ~ 0: ;:: ...... "' ~gga ~~ i§i~ :E m ;g ~l~ $~ ... :.'i!:! ~g~:oa gl:~ ... ;, .3 ;g --"!/l 5 m "' ... ... ~a~~ C: C: ~ gJ~ ->-.. !:l --z;:: ffi ~ nt ;!! i: Q z s: .., s: z "' ~ 0 Cl nw a Om !ii "'.if. S: O> 5> 0 I:) > ;,;; 11, R "' :.'j -j ~ -..,: .0 z 0 0 "' ~~ 0 "' ,::; s: ~ '> z~ -::! ::::! n 9/ 9/ z 'i' ., ' ;,, Total 381 ZONE 325 0.15 49 3.3 15.0 49 49 y Total 49 ZONE 280 0.15 42 2.8 15.0 42 42 y Total 42 ZONE 450 0.15 68 4.5 15.0 68 68 y Total 68 ZONE 5,675 0.15 851 56.8 15.0 851 851 y Total 851 ZONE 845 0.15 127 8.5 15.0 127 127 y Total 127 Yellow shaded cells require user input. Remaining cells are protected and automatic B. The largest amount of primary air supplied by the terminal unit when It's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the deadband mode. D. The largest amount of primary air supplied by the terminal unit when it's operating In the heating mode. E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Deadband Airflow (Column C), . H. Minimum ventilation rate per Section §120.1. Table 120.1-A • J. Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. M. Required Ventilation Airflow (Req'd Ventilation Airflow) Is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) N. This column Identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value In column M to the value in column C and column F. 0. Design Primary Cooling Airflow • 0.50 for DDC, Design Primary Cooling Airflow * 0.30 for Non-DDC. If the Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. P. Maximum of Column Mand Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. R. Design Primary Cooling Airflow* 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is is 300 cfm or less. s. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It compares the value in column S to the value in column C. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 I ' ' STATE.OF. CAl:IFORNIA ME.CHANICAL. VENTILATION AND REHEAT CEC-NRCC-MCH-03-E 'i~evlse~ 06/14 <; EI\TIEICATE qFCOMPLIANCE CALIFORNIA ENERGY COMMISSION,, · Mechanical Ventilatiori-& Reheat (Pagel of 2) . ''01'" N,_me: N_ords'qn Asyrntek. ACTUAL OESIGN.INFO'(FROM EQUIPMENT ·scHEOULES, ETC! A . B D -~ ~ 1;(.ijlll!· ~~~ 5!; ==~ ZQNE, ,. : :AREA BASIS .E F . . ci H .. l ,-'!!~ ~~ IJ~z ~,~' ~i* ·o .,, 0 r:, ·1,25~ 0.15 ' 188 ... OCCUPANCY BASIS MINIMUM .. j K l M • ·N z q ;: •c: ;: z j:. ;i: ... ~ !;: .,, le "'· ... ·;l( l:l· ·~·<, .Bl 0 .. 0 '~ i;;. z .1f6 1~:o ·1~8 188 y 1 ; : Total · .188' Date Prepared: 6/11(2015 VAV Rchc~tcd Primary Air CF.M 0 Q VAV D~adband Prlmary·Alr CFM R T •ZONE: M?P 0,1q. '4~a . ·33:2 ... 15.:o. 498 498 'Y !l---,,--+----1----1------'+---+'------+-;:.;....;.:'-"···"'"· t---'--+--'---1--,-.,,,--_.+-,--'--~-t-.. T-p-ta:....l-t-.4-9-a,...· ----'r--t--,-----1---t-------,t---"---+-'-'---t---1 :y .'.ZONE . .. . . 640 0.15 ~i, 1;9 .. 50:0 96, 96 :1----'-+----+-.,..,..-+----+,----t---,-. .,._ ----1..,.....,..--t---t~--~.,......,_t,-,--,---,--+-T:-o-ta~,-""·s-6-,---t--+-.,.,-,. ----+----t---t-,--~+----t-,---t ZONE;. . 1,785 0 .. 15 268 J7.:9 · fs.o 268 ,. 268 y .. Jptal· , 26.8 ZQNE . 4;$00, ._0.15 675 ; .4°q.o :f5.p $7..5. · 675 : Y total ZONE .. Q.15 , 1'28 a:s · .. 15.a :Yellow.shaded cells require user input: Remaining ·cells are protected and ·automatic a·. The largest amount of.primary alr-suppifJd ~y th!l termln.al unit when It's pperatjng In th/! cooling mcide, ·c. T.lie'smallest.~mount of primary alr supplied.by the termlnal,unlt In t_he deadband mode. D. T!ie. largest amou_nt of primary air supplied by the terminal unit when it'~ operatJng 1(1 the heating mode. y E. ·A terminal unit.can be controlled with.DOC.controls, or ,non°DDC controls .. Each control categ9ry.has djfferent reheat llmltatlons In code, F: TranMer.Air must be_ provlded.-.vher~ Requirlld.Ventliatlbn.Airflo',Y·(Coluriu't M} ls'greater-tha11the Design Pr)mary Dea~ban,d,l\lrflow (Column C). H .. -Minimum vent!latlon rate pei:Section §120,1 .. Table ~20;1-A. · J.. ·aa.sed'on 'number of fixed seats·whe're applica!Jie.or the·greater ofthe expected·number of qccupants an'd 50% of ttie CBC occupant load for egress purposes for space~ without fixed seating. 'M. ·.Required Ventilatic,m ·Atrflow·.(Req'd Ventllatlori Airflow) I~ the larger"of the ventll~tlon _rates,cakulated.on an·AREA BASIS ,;>r oq:UPANCY BASIS. (Column I or L} . N. . fhis column identlf!es whether or riot the-Design Prlm.ary Deadband· Airflpw 'compiles or-not. it comp~res the.value In ce>lumn M.to.the value tn· column C anct·coltimo F. o. Design Prlmary,Coollng Airflow •-o.so for DOC, Deslgn·Prjl1)ary Cpoli!Jg Airflow• iJ;30 for Ncin-00(:. If the Design Primary Cooling A)rflow Is less than 300 cfm, ttten this Is npt applicable. :p, ·Maxlmu·m of Column·M and Column o,.lf the D.eslgn.Prlmary i:oollng Airflow ls·300 cfm or less,,then thl,s Is riot appilcable. · · d.: This column Identifies whether or, not.the Design-Primacy Reheat Airflow at the zone'[evel, co_mplles of-not. It compares the value in column P to the value In columnJ:i. R. DesJgn Pfi!Tlarv .Co9lih1fAirflo~·· ·0.20 for DDC.-Nof applicable for Npn,0.0¢ zones or .zonfi!s.where Design l'rl!flary Coollng·Atrf!ow Is -is 300 cfm or less. s. M~~lmuhf9f Column IV! and'C!:!lumn-R. Not appllcabl<s! If.the Deslgn'Prlmary Coo·llng Alrflqw ·ls 300 cfm.or less . . T. This column iaentlfles whether or.not the Design f>rlmary Deadband Alrflovil at-the zone leve'l;-complles or not.-lt:compares the value In column S to the value in column C. CA:-ilullding Energy.Efflclenciist~ndards -2.013-Nonresld~ntlal Compfiance . ~.- June 2014 '· STATE OF CALIFORNIA . MECHANICAL VENTILATION AND REHEAT CEC-NRCC·MCH-03-E /Revised 06/141 CALIFORNIA ENERGY COMMISSION ' •-:"'..,... CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) .. P,ojectN,me: Nordson Asymtek ACTUAL DESIGN INFO [FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM A B C D E F G H I J K M N 8~ ~ 0 :,: 0 2 ;: ;: :z ~i !!! E !ll n z z C -~~ ~ ... -~i 0 ~ n ~ ~ ,. z !;I ~ .. -6 z ~~ ;f?,;~ ;: ~ 0"'. Qm-o :: .., i ~ 2! !;\~z .., ~~ 3:~:u !;j ,. .3~ ~0!(:l -"S:: 0 m 21 .., -~f i -:E g: ,. ~ .., ;: 0 z s; :,, ""~ 6 !; ~ ::! 6 .. 0 @ ,. i;; :: -< :: ::! n s:: s:: Total 128 ZONE 3,100 0.15 465 31.0 15.0 465 465 y Total 465 ZONE 3,675 0.15 551 36.8 15.0 551 551 y Total 551 ZONE 3,675 0.15 551 36.8 15.0 551 551 y Total 551 ZONE 286 0.38 109 2.9 38.0 109 109 y Total 109 ZONE 490 0.38 186 4.9 38.0 186 186 y Total 186 Yellow shaded cells require user input. Remaining cells are protected and automatic B. The largest amount of primary air supplied by the terminal unit when It's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the dead band mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. J Data Prcparl!d: 6/11/2015 N VAV Reheated Primary Air CFM 0 E. A terminal unit can be controlled with DOC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow [Column M) is greater than the Design Primary Deadband Airflow (Column C). H. Minimum ventilation rate per Section §120.1. Table 120.1-A. Q VAV Deadband Primary Air CFM R T J, Based on number of fixed seats where applicable or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. M. Required Ventilation Airflow [Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) N. This column identifies whether or not the Design Primary Deadband Airflow complies or not, It compares the value in column M to the value in column C and column F. o. Design Primary Cooling Airflow* 0.50 for DDC, Design Primary Cooling Airflow• 0.30 for Non-DOC. If th~ Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. P. Maximum of Column Mand Column 0, If the Design Primary Cooling Airflow Is 300 cfm or less, then this Is not applicable, Q. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. R. Design Primary Cooling Airflow • 0.20 for DDC, Not applicable for Non-DOC zones or zones where Design Primary Cooling Airflow is is 300 cfm or less. S. Maximum of Column,M and Column R •. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, compiles or not. it compares the value in column S to the value in column C. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 I STATE OF CALIFORNIA !MECHANICAL, VENTILATION AND REHEAT 'CEC:NRCC-MCH-03-E 'Revised 00/14 . . CALIFORNIA' ENERGY-COMMISSION /c;:~RTIFiCATE'dF CQ_MPLJANCE : Mechanical Ventilation & Reheat (Rage 1'. of 2f ' ProJott Nomo: _N~rqson f.\symte~ : Dale Preporod: 6111 i2()1' 5 . .ACTUAL DESl~N INFO,(FR,O~ EQUIPMENT ,, .. VAV R~hcatcd Prlm.ary Air VAV.Deadbarid. ,, SCHEDULES, ETC) .. , •AREA.BASIS .. OCCUPANCY BASIS MINIMUM CFM Primary Air CFM ,-, A B C .o e ,F : .. G H I J K .l ,M N 0 p Q. 'R s T ,, ,8-.c c, :i, 0 2 ;:: ;:: z . '!;! .1!; .,, ~I ·,::; ·z'ir '~-~' •)> tm n, z ' ~ :0 'jji -2:! g !B ii•O {}l O· z C: . ;:: z 8 ''--~ §l i 8 zO ' '> oJ n ,_;f~ 'n--~ ~ 6,~:~· -i;liii ~ ;J iji-i z I;:\ I;:\ i= ..,. ·n --~~a g~~ ', ·..: 0'1>': ·O ·~:~. $~'~'~' ;:: .;:: Sil !ll ~-?: ,:.~ ~.~-~ ;:: i;:iz c~-< ~ ~ ~,g 1;r: 8-~ a ;:: ~1 :i·~ ~ :E, ta "O s: ~ ,;g_ :: $~.~'i'.' .., .., '~ ~---b ;: "c"'8 _g~~ ' -\, ij!;~ -,"!,l: 0 .,. ill C: ~!J. ~ s: -~-~ -m ::~ ·-< 'l -!il ==~ C: --g 'o _,o.,n-C: -1, .,, ;::. ,z ' l> 0, ,Q Cl Om !a D~ ,~-~-~~' -~-0; •O -'9 "' iii ? -§l ~ -n:i: z,o l)l C' "' :: ~ ~ Yo! Yo! ,z C ;: ~ ' ;, ., : :zoNE· .. : f55 0,15 23 t:a. :1'5,b, · ,23. 23 y . C .. ., Total 23 . i ,, ' r , . ' . '' . ' .. .. " ·, ; '· '• .,, " . ' . ' .. , . . . ' .. " .. ,, .. ... . ... ' . " '' : . ' . ' .. , .. .. " f ' . Yellow shaded cells require u~er _Input. Remahilng.cells.are protected aricl-auton\atic' B. T~e· i~rgest _amount of-primary air supplied by the.tefmina1·i:mit when Ws operating In the cooling,niode. . c, The smallest"amount of primary, air supplied by the termlnal·unit'in the ~epdban_d·mode . D. T!,e largest amourit of primary air supplied by the.terminal .unit \'.</hen.It's operatin_g in the·li~a'ti'ng-mcide,. ·e, · A termil}al unit can be control[e_dWith DOC confrols,;of no.11-DD'C controls.,Each controf'cat'eg'ory has different reheat ifinftatfons-ln code. F, Transfer Afr.must be-provided.where Required Ventilation Airflow (Column.:M) ls,greater than the·besigif.P.rlmary.Q!!adband Airflqw. (Column C). ti, ,Minimum ventllation rate-per Section· §12j).1, T~ble ·120.1-A, · · · ·J; Based on nupiber of.flxed·seats.where·~ppllcable or.the·greater,of-the:expected nuinb~r·of occupants and Sp% of.th!! C~C occupant load for egress.purposes for spaces without fjxed seating. '' M. 'ReqyfredVentilation Airflow (Req'd Ventilati_c;in Airflow) Is the lar~er. qf the vent_ilation rates·calculated on·an AREA B,'l,SfS or otC:l/PANCY BASIS (Column I or'L) N, Tiils column identifies whether or'not the Design Primary Deadband Alrflow.complies or not, lt-con'ipares·the value in colurrih M.to the value In coiumn,C:and.column 'f. ,, ·0. ·Design Prhn~ry Cooling Airtlov(* 0,50.for,DDC, .Oeslgri•Prim~ry Cooling AlrfioW·• 0,30 for N~n-OC>C. lf'th~,Oeslgn P.rJmary Cooling Airflow ls less than 300 cfm, tiien· this !snot applicable. P, Maximum of Column M and Column O, If.the Oe~fgn Prlm~fy Coqllrig Alrflo\V is 300 cfni ode~s; then thls,Js ncit applicable, Q, This c_olumn ldeniifies whether or ngt ihe-Oeslgn·priniary Reheat Airflol'I at the·iohe:level, ~omplles 9r,not. it ¢ompares the value In column P to the vaiue·ln cplurim-0, R. Design Primary Cooling Airflow• ·0,20 for ooc,:N9t applica.ble fQr r,/on'.ocic io_n,es or zon_es i-/here Deslgl} primary C_oollng Airflow-is ls 300 cfm or less. s, · M_aximum of Column Mand Coluinn R:Ncit app!icable,if tne·[/eslgn··Primary C9p_ling Alrfiow ·Is _;390 cfni o_r-less. · · , , T, This column ldentlfles:wliether or not the Design,Prlihafy Oeadband Alrflow,at-the'zone level, complies or, not It co·mpares.the value in column S to the value-In coiu·mn c. ,. ,.. CA Buildlng:Energy Effiilency·Standards -2913 Nonr~sidentlal Compliance June 2014. MECHANICAL EQUIPMENT DETAILS Part 1 of 2) NRCC-MCH-08-E Project Name I Date Nordson Asymtek 6/11/2015 CHILLER AND TOWER SUMMARY PUMPS Pump Equipment Name Tvoe Qtv. Efflclencv Tons Qtv. GPM BHP Control DHW / BOILER SUMMARY Vol. Energy Factor Standby Loss Tank Ext. Svstem Name Tvoe Distribution Qtv. Rated Input (Gals}. or RE or PIiot R-Value Status MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Plolna Lenath ftl Control Qtv. ·HP Type In Plenum Outside Buried Add ½" Insulation D D D CENTRAL SYSTEM RATINGS HEATING COOLING Svstem Name TVtle Qtv. Outout Aux.kW Efficiencv Output Efflciencv Status E4TON Packaged DX 8 46,000 0.0 7.B0HSPF 47,400 13.0 SEER 111,4 EER Existing E5TON Packaged DX 5 60,000 o.o 7.60HSPF 62,200 13.0 SEER 111.4 EER Exisllng E7.5T Packaged DX 7 72,000 0.0 3.35COP 72,200 10.0EER Exisllng YORK2T Packaged DX 5 24,000 0.0 8.()0HSPF 24,900 15.0 SEER I 11.4 EER New YORK3T Packaged DX 6 33,000 0.0 8.00HSPF 36,500 14.0 SEER/11.4 EER New AAON Packaged DX 1 234,000 o.o 3.35COP 172,700 12.1 EER New AAON Packaged DX 1 81,000 o.o 8.00HSPF 54,300 15.7 SEER/10.0 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN Svstem Name Fan Typo Economizer Tvoe CFM BHP CFM BHP E4TON Constant Volume No Economizer 1,600 0.15 none E5TON Constant Volume Na Economizer 2,000 0.21 none E7.5T Constant Volume Diff. Temp (Integrated) 2,400 1.10 none YORK2T Constant Volume Na Economizer 800 0.15 none YORK3T Constant Volume Na Economizer 1,200 0.21 none AAON Constant Volume 100% Outside Air 5,000 1.75 none AAON Constant Volume 100% Outside Air 1,500 0.82 none EnergyPra 6.4 by EnergySaft User Number: 2445 RunCade: 2015·06-11716:49:21 ID: Page 35 of 36 '---:-.~·:, ' J',. '• ' ' ': ~ ' . ~ --. ' . ; . ;, ... ,: .. -·-·---:._ . . ·.• • ' ' ,_ ! , -' ', ' '', , ', . ' ' . . ·/, l, '• / .. . ·.MEC.HANICAL EQUIPMENT' DETAILS . Par,t' 1 of 2) NRCC~.MCH-08-E . Project Name .. . l'Date~~/11/2015. ·.: Nqrdson Asymtek .. CHILLER AND TOWER SUMMARY , .. .. . . . ·PUMPS .. . . ,, Pump . EaulP1ilont Name Tvoe Qtv. , 'Effli:lencv· .. Tons Qtv;. ·GPM . BHP ·controL. .. --" " . . . . . ' '. . ' ,, . , " ~ . " DHW / BOILER SUMMARY : Vol., ·Energy factor Standby Loss . Tank Ext: Svstem Name. Tvoo Distribution Qty:·. Rated lntiut <Gals\; · .or RE .... or Pilot . R-Viiluo. ·status ., ,_ . ' .. ,-, -.. '. ' . ,, .. .. . MULTI-FAMILY CENTRAL WATER HEATING DETAILS .. . -.-• ! " Hot Water Pump·· .. .. Hot Water Pieing Length ftl Control '. Qtv. . HP' Time In-Plenum·· Outside Burled .. ' Add ½"'Insulation ,. C] . .. C] ,. . .C] CENTRAL.SYSTEM RATINGS .. "'' HEATING COOLING Svstom Name · Tvoo Qtv. ou'tout, .. Aux,-kW · Efflcloni:v Outout.· Efflctencv-, .. Status ADON· . -Packager:j DX 1 . 120;000, 0.0 3.35.COP. 99,000 1Q,0 EER, New' 'E 1.5T . Pa~kagad DX 1· 19,000 Q.O • ·1.60/jSPF :13;,~oo . 13.0SEER/11:4.E_E,R, Exls_llrig ;, ',. '• YORK7.5T Packag~dDX 6 '. ee,oqo .o,o .. . 3 •. 3/iCOP '94;900,. 11,2£:ER_ · f'lew: .. E10T Packaged DX 2 110,000 0.0. 3,35C/J~ '119;-400 .. _11;QEER; · Exlsliryg· YQRK2T Packaged DX .t ,. 21,Q00 0,Q· ,B,00HSPF 24;900. 15.0 SE.ER (1:1:4 EER . E!(lsll(ig ADON P?ckagedDX 1., '. e1:ooo · o:o ·.e:oo,fJSPF . '57, 10,0 . 16.0SEE,Rt10,f5 EER , . -N.~w ADON PfaickagedpX 1 120,000 . q.o. 3:3~COP · 99;gqo 1f .. 5EER. : Nev., CENTRAi.: SYSTEM FAN SUMMARY ' . ' . ., . ., ., SUPPLY FAN RETURN FAN; . System Namo FanTvoo . Economizer Tvbo. :CFM BHP CFM 'BHP . AO()N Co11stant Volume .100% ()ut~ide Ai[ . ,3,000_ 1;10 -~aria E1.5T ' Constant Voluni_e No Ec,imomlz~!' · 67{j_ 0,15 none, YORK7,5T' ,Constant Volum'e Diff. Enth (lntegfat',ld) -~-900 1:66 none 0E:10T Constant Volume Diff.. Temp'.(l,:,tegratiiil) 4;000 1.15 nbrie YORK2T Constant Volume · t{o [fcqnomlzer 800 0:15 · .rion.~ . AOON . Constant Volume . 1(l0%·OiJtsf.d'!1 Air ... -1,600 .. '1:§P none, ADON Constant Volume 100% Out~lde Aif 3,000 1:60 ,' none . . . EnargyPro 6.4 by EnergySofl .. User Number: 2445·_ · RunCodo:-2015·06·11T16:49:21 :JD: '' ' . • · ,Page 36.of 36'. . , "' ,, \~\ KLAUSBRUCKNER ) ~) AND ASSOCIATES 2495 Truxtun Road, Suite 205 San Diego, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 NORDSON ASYMTEK 2765 LOKER AVE. CARLSBAD, CA HAZARDOUS MATERIALS REPORT Rev 2.1 June 8, 2015 I ~~" KLAUSBRUCKNER ) ~) AND ASSOCIATES 2495 Truxtun Road, Suite 205 S1;1n Diego, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 NORDSON ASYMTEK HAZARDOUS MATERIALS REPORT Rev 1.0 June 4, 2015 a1s1n1 Rev. 1.0· Report submitted to .the owners: J1µie 4, 2015 Ek .! ~ • ' • '· ',,? DISCLAiMER ,_ .. _,' ,, -- This-report' is the property C>f·klausbtuckner & A$sociates and was prepared exclusively for use ,by · Nordson Asymtek fqr the· hazardous materiais and occupancy conditions described in this report. The .conditions.and operatfoniHtdcjressed herei.n are .based on:information provided by Nordson Asymte:\(. Discrepancies betweerr¢.e lhforrt;i.aµon j:ireserited'._herefu and. actual cQnditions and conditions presented.on .plans are the sole resportsi]?ility of Nor4s.on Asymt¢k. Verificatfon pf compliance with the code · requirements anci.provisfons addressed l;ierefo. is outsidethe s9opeofthis report. Copies of this.report retafued by ·~oq:lsonAsym{ek shall be u,tilized only by'Nord§on .Asymtek for the hazardous -µiateria~s. ~nd ·occupancy conditions anclthe 2.01'3 Ca..Zifor.nta Cod(!s c·onditions and requirements addressed .fu this report. 'This report shalLnQtbe 1,1sed as, or in lieu of, construction documents or plans for this project or any other project.or for ~ny qt,her purpose orconcµti(jn,s _1,1,ot specifically addressed fu this report. Rev 1. tJ ~ Nord~on .Asymtek 276,5 Loker Av_e., (:_arlsbad, CA Page ii Table of Contents 1. GENERAL SUMMARY TABLE ........................................................................................................ 1 2. INTRODUCTION ................................................................................................................................. 3 3. CONSTRUCTION & OCCUPANCY ................................................................................................. 4 3 .1 CONSTRUCTION AND BUILDING DESIGN ............................................................................................... 4 3.2 OCCUPANCY ......................................................................................................................................... 4 4. PROTECTION REQUIREMENTS .................................................................................................... 5 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM ....................................................... ·········································· 5 4. I .I Offices, Break, Training and Conference -Outside ~he Scope of this Report ............................. 5 4.1.2 Manufacturing -Where no Hydraulic Fluid is Used .................................................................. 5 4. I .3 Manufacturing-Where Hydraulic Fluid is Used ....................................................................... 5 4.1. 4 Storage/High Piled Storage Areas .............................................................................................. 5 4.2 PORTABLE FIRE EXTINGUISHERS ..............................•..•..•.....•••..•.......•....................................•............. 6 4.3 WATERSUPPLY .................................................................................................................................... 7 4.3.1 General Requirements ........................................... , ..................................................................... 7 4.3.2 Fire Hydrant Systems .................................................................................................................. 7 4.4 ALARMIMONITORING ........................................................................................................................... 8 4.5 FIRE DEPARTMENT ACCESS ROADS ...................................................................................................... 8 5. HAZARDOUS MATERIALS .............................................................................................................. 9 5.1 GENERAL HAzARDOUS MATERIAL REQUIREMENTS ............................................................................. 9 5.1.1 Permits .......................................................................................................................................... 9 5.1.2 Hazardous Materials Management Plan ................................................................................... JQ 5.1.3 Hazardous Materials Inventory Statement ................................................................................ 10 5.1.4 Systems, Equipment and Processes ........................................................................................... 11 5.1.4.1 Containers, Cylinders and Tanks ........................................................................................................... 11 5.1.4.2 Equipment, Machinery and Alarms ....................................................................................................... 11 5.1.4.3 Empty Containers and Tanks ................................................................................................................. 11 5.1.4.4 Maintenance .......................................................................................................................................... 11 5.1.5 Release of Hazardous Materials ............ · .................................................................................... 12 5.1. 6 Material Safety Data Sheets ...................................................................................................... 12 5.1.7 Signs/Placards ........................................................................................................................... 12 5.1.8 Sources oflgnition ..................................................................................................................... 13 5.1.9 Requirements for Storage/Flammable Cabinets ........................................................................ 14 5.1.10 General Safety Precautions ..................................................................................... : ................. 14 5 .1.10.1 Personnel Training and Written Procedures ...................................................................................... 14 5.1.10.2 Separation of Incompatible Materials ............................................................................................... 15 5.1.10.3 Additional General Safety Precautions ............................................................................................. 15 5.1.11 Storage of Hazardous Materials ............................................................................................... 16 5.1.11.1 ShelfStorage ..................................................................................................................................... 16 5 .1.11.2 Storage of Flammable/Combustibles Liquids in Control Areas ........................................................ 16 5.1.12 Flammable/Combustible Liquid Transfer ................................................................................. 17 5.1.13, Cleaning with Flammable Liquids ., .......................................................................................... 17 5.1.14 Separation of Control Areas ...................................................................................................... 18 5.2 EXHAUST VENTILATION OF FLAMMABLE VAPORS ............................................................................. 19 5.3 ELECTRICALLY CLASSIFIED CONDITIONS .....................................•..•.................................................. 20 I. Class I, Division I-Group D Electrical Locations ............................................................................ 20 2. Class I, Division 2-Group D Electrical Locations ............................................................................ 20 Rev I. 0 -Nordson Asymtek \ Page iii 2765 Loker Ave., Carlsbad, CA \~} :~~u:::ii,:~!: '6. -E(;RESS ...... ; .... , .. , ..................................... , ................. ..' ............................................................... ; ......... 21 . 6.'l BREAK,,,1'RAININ9 & CONFERENCERootvrs[A dccUPANCY] ..................................... : ... , .................. 21 6.2 OFFICl'ls'[B Occl)JPANCYJ ..................... , ................. : ........ , .............. ; ....................................................... 21 , 6.3 ,MANlJFACTURING.[F-1,0ccUPANCY] .... ,., ................ , ....................................................... , ...... ,. ..... ,. ... 21 6.4 STbllAGE [S-1 OCCUPANCY]. ..... : ..... .' ....... ,, ..................................... ,. .. , ........................................•........... 21 7. ]f;:x;J>OSURES ............ ; .. _ ..................... ; ........................................................................................ ~ ........... 22 7.J OCCUPANCY-SEPAJ,{ATION,., .. : ................................................................................................... : .... : ...... 22 'J,.2 , SEPARA.TioN:,oF CONTROL ,AREAS ............ , .. , ............ , ........ : ..................................................................... 22 1.3 ALLOW ABI,E AREA CALCULA,TIONS ................................................................................................... 22 . . . ' s~ c0Nctus10N ........ ~····~········-······!'······!·•···············i-·!··················~·~···~······················································23 9: AP~~l'SDIX A: ATT;A.Cf,IMENTS .............. ; ... , ............ ,., ...................................................................... 24 lQ. APPENDIX B: HAZA)IDOUS MA,T]f;RIALS INYEN:TOR¥ REPORT ................................ , .. 25 Rev J,0-Nordso1J,Asymtek 21765 Loker Ave., Carl~bad; .cA i-.·-·, ., •, ( '• I~ ',I '\ . ' ',·, .. ) ' . ~-, ~ '•11- , .l .,-. , . ·~ ·--.~ ~¥'-_..,,,; .... '' .{ ! Page iv,· • V '.;' ', ,-, 1. General Summary Table TOPIC CODE SECTION Type of (Existing) Construction Approximate Square See architectural Footage plans: Occupancy See architectural plans. CBC 302, 303, 304, 306, 311 CBC 508.2 CFC 508.2.4 and Table 508.4 Hazardous Materials CFC Chapters 50 and57 High-Piled Storage CFC Chapter 32 Smoke and Heat CFC910 Vents Alarm/Monitoring CFC 903.4 Automatic Fire Sprinkler NFPA-13 [2013] Section A.5.2, Fig 11.2.3.1.1 and Table 11.2.3.1.2 Rev I. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA CRITERIAIREQum.EMENTS TypeV-B Two-stories above grade 69,324 sq. ft. First Floor * A Occupancy: Break Room -1770 sq. ft. B Occupancy: Offices -11,087 sq. ft. F-1 Occupancy: Manufacturing-44,897 sq. ft. S-1 Occupancy: Storage-7,858 sq. ft .. * A Occupancies on the first floor are considered as accessory use. Second Floor A Occupancy: Training & Conference Room -1,328 sq. ft. B Occupancy: Offices -2,384 sq. ft. Overall Building is ~/F-1/S-1 with A Occupancy on the first floor considered as accessory use. 1-Hour fire barrier separation is not .required between the accessory A occupancies on the first floor and B/F-1/S-1 Occupancies in the remainder of the building. 1-hour fire barrier separation is required between the A Occupancies on the second floor and the B/F-1/S-l Occupancies in the remainder of the building. Nordson Asymtek occupies the entire building and will have one control area for the entire building: • Hazardous materials quantities in storage and use within the control area are below the maximum allowable quantities stated in CFC Chapter 50. • See section 5 .1 of this report for maintenance and general requirements for ALL areas. Not Applicable. Any High-Piled Storage is outside the scope of this report. Required by CFC if>50,000 square feet of undivided area. All valves controlling the water supply for automatic sprinkler systems (if serving >20 sprinklers), pumps, tanks, water levels and temperatures, critical air pressures and water-flow switches on all sprinkler systems · shall be electrically supervised by a listed fire alarm control unit. Offices1 Break1 Training & Conference Rooms -[A/B- OccuJ!anc:y] -Outside the ScoJ!e of this ReJ!ort • NFP A 13 Occupancy: Light Hazard • Design Density Required: 0.1/1500 • Hose Stream: 100 gpm for combined inside and outside hose stream demand \~\. KLAUSBRUCKNER 1\l ANO ASSOCJATt::S Page 1 Automatic fire Sprinlcler CODIJ::SECTION- NFPA-13 [2013] • 'Section A.5,3.2, Fig 11.~.3. l, l , andTable 11.2.3,1:2 NFPA~i3 [2013]; ' Section.A.5.4.1, . Fig ll.2.3.1.l . andl'able 11.2.3.1.2 Manufacturing Areas·& Laboratories [B & F-11 ,#\t;e'as Wher~ 110 Hydraulic Fluid is Used: • NFP A 13 Occupancy: Ordinary Hazard Gro1Jp 2 ·• Design Den~ityRequired:·0.2/1500 ~ ·FJ:ose Sti:eam: 250 gpm for combined insid,e and outside -hose stream demand Areas. Where Hydraulic Fluid is {Jsed: • NFP A .13 'Occupancy: Extra Hazard Grol),p 1 •• Design Density Required: 0.3/2500 11 ·Hqse Str~aq1.':. 500 gpn:i.for combined inside aiid outside hose stream demand Warehouse -Storage Areas- , Outside .the -~c6pe of this-report. See separate high pile4 storage report. '' .. Fire Extjnguishers ' CFC 906, · Light Hazard Occupancy (Offices; Break_, '.{raining & . c'Qnference Rooms):'.·· · Access Roads Exhaust Ventilation• Allpwable Area - 5703.2. l and' ,. , '5704.33.1 111: ·Occtipancy: ... A1J ·,. :,-.j II Size: 2A@75,,feet: . ' ' • MaxiJ,nuniFJ'opr f.\i:ea p~r Unit of A: 3,000 ft2 ~ Maxi_muin-Fl90,i' ~ea Fot·Ex;tingui§_her: 11,250 ft2· '' , Ordinary Hazard Oc-cupancy (Labor,tefr(e~,-i -~:aµd M:aµufacturing Areas Where no Hydr,tij;c'Flu~,d-:i~:,{j_~ed): · · : !I -Qq~upancy: B/F~'l •. } >'_\ s~e': 1 Q$/~':3o ft~fi?tioB@50 feet .-.-:-\ ( ·_r,,., ·;.-·3~ · ,,,_1 _/' • <'-; ·,, · .,< · ; :lligh Hazard .Occupancy. --.\:~:-~ .\ ··.' :'-{~~----n1',facturinfiiAre~s Where Hydraulic Fluid is Used): "-,,, ··-:...~-°OPfUpancy: ,F-1 ._,,{;): .:> >~\. '·S,~~i; 40)3@30 feet or 80B@50 feet ;: -\ ";, 'Hil!b Piled ·stora2e: See. separate report CfG:S03. -~ii-f apparatus apcess road sh;ill extend to within 150 f~et of.all ' · ~ · , --., A>.ortions of the facility and all portions of the exterior walls of _ · .:..' ,_. · · · -the frrst story of'the bl)ilding as measured by an approved route CMC208 -· arou,nd the ~xterior.o:fthe building or facility . .. Building and access toads-are existing. No proposed· changes ,to.iic.cess i,oads · -Local ·e~aust recommended: hased on 25% Lowei F\ai:rtmable , Limit Cakrilation:s. See sectionS.2 for details. Se.~-architectural Not within, the scope qf'tl:µs r~port. Existing buildi~g. . plans . ' I See Architectural plans. Rev· 1.0-Norr;lsonAzymtek. 2765 Loker Ave,, Carlsbad, -CA ];>age_2 ',:l 'c-,,,f ' . ·ri .. 2. Introduction The following is a hazardous materials code compliance report for the proposed tenant improvements within Nordson Asymtek facility located at 2761 Loker Avenue, in the city of Carlsbad, California. This report is intended to only specify the hazardous materials storage and use requirements within this building. It is a technical opinion and report as required by CBC Section 414.1.3 and CFC 104.7.2. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on Chapter 50 (Hazardous Materials) and Chapter 57 (Flammable/Combustible Liquids) of the 2013 Editions of the California Fire Code and the California Building Code. The scope of this report is limited to Nordson Asymtek's hazardous materials storage and use within the areas of tenant improvements. All other portions of the building, including the offices and any high-piled storage areas are outside the scope of this report. Rev 1. (J -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA \.\_\. KLAUS8RUCKN£R ) \ l AND ASSOClAiES Page3 · 3~ C~nstruc,tion & Occ_upancy 3. 1 Construction and B;uildfng Design The proposed tenat,:t im,provemep.ts will take place withi11. a fully sprinklered~ two-story building ·of Type V-B construction (4ttach,rient #1); Nordson Asymtek will occupy the entire 69,,324 :tF. building. See· section 7 of this rt;port for exposur~s, allowable building . · areas and ocqup~JiGY sep,3-ration requirements. 3.2 : Occupancy Th~ building is ,c;la~sified,:0vi'!,~:l!-~~ ~' BLF:.r .aµd S-l 'oc;CU:Rancy, as defined 2Y CBC 302- '.Hl_(At(achm,ent #2LiThe A Occupancy on.1he frrst_f!ot)r i~.<10% of the overall building ~nd ~.Q.!1!!4.~~-t-a_§. -~es~(?!Y __ 11se.1 The following' is '?., )quare footage breakdoWli by occupan,cie~: · i ·' ,. :,, , '. -· First Fl~or: -·.,' ' USE OCCUPANCY . , ~' . ':·' "·' : ,.'), .... . . ., AREA SQ.FT._ Break Room ', .· 1,770 ·. Offices 11,087 · Manufacturing 44,897 . Storag¢ 7,858 · Tptl:.llFirs~ Flopr .,<?? <>< ·: ~, ,>, ·_ B/F-1/S-_l 65,612 ,, :,···.;.· Second Floor: --<< -4,.,' • ---< -', ,,~ ',, USE .. • , !, OCCUPANCY -- Training and Conf~renc~ Rooms A, · Offices < < Total Second:Ffooi:- Rev I )J..,. NordsonAiymtek 2765 Loker Ave,, Carlsbqd, CA B A1B ,· ,\.\ KLAµSBRUCKNER ) ~) AND ASSOCjl(>.TE;> ,< AREA SQ.FT. 1,328 2,384 3,712 Pag~4 --· ___ :';I ., ~· ., . ~ ' 4. Protection Requirements 4.1 Automatic Fire Sprinkler System Any non-hazardous material related storage is outside the scope of this report. 4.1.1 Offices, Break, Training and Conference -Outside the Scope of this Report · The following requirements are based on NFP A-13 (2013 Edition) (Attachment # 3): CFC Occupancy: A/B NFP A 13 Occupancy: Light Hazard Design Density Required: 0.1/1500 Hose Stream Required: 100 gpm for combined inside/outside hose stream demand 4.1.2 Manufacturing -Where no Hydraulic Fluid is Used The following requirements are based on NFP A-13 (2013 Edition) (Attachment #4): CFC Occupancy: F-1 NFP A 13 Occupancy: Ordinary Hazard Group 2 Design Density Required: 0.2/1500 Hose Stream Required: 250 gpm for combined inside/outside hose stream demand 4.1.3 Manufacturing -Where Hydraulic Fluid is Used The following requirements are based on NFP A-13 (2013 Edition) (Attachment #5): CFC Occupancy: · F-1 NFP A 13 Occupancy: Extra Hazard Group 1 Design Density Required: 0.3/2500 Hose Stream Required: 500 gpm for combined inside/outside hose stream demand 4.1.4 Storage/High Piled Storage Areas Not within the scope of this report. See separate report. Rev I. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA ~~\. KLAUSBRUCKNER } \ l ANO ASSOC IA Y-E.S Page 5 4.2 -Portable Flre-Extin.g:uishers Per CFC 906, 5703.2.1 and 57043.3,1 (Attac.htnent #6)~ portable fire extinguishers shail be in.stalled in the following locations: · • In new and existing-Group A/B/F.,l/S-1 Occup,mcies. . • . In areas where flamm~ble. or coinpµstible ·liquids are stored,. used or dispensed. • Where required 1;,y tli~ :s~ctions' indicated in T;:1ble 906.1. . , • • I -Portable :fu;e · exti,rtguishers .shalt be located in .conspicuous locations where they. will be readi\y accessible anc;l immediately -available for use. : these locations shall be along noqnal paths of travel, unless. the fire code official determines that hazard posed indicated the need for placement away from :p.01J11a, paths of travel, Portable fire extin~isl1¢rs shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, tneans shall: be provid~d to indicate the iocation ,of ~:xtingctish~ts, Per CFC Table 906.3(1) and· 906.3(2), the following ijr~ proposed fire extinguisher types andlayouts: · · ·/\ '.:,..:>'~·:· · · ' .' -~ '-:: . -\ . c • ':i >,' ~ ,-' L JC.,,_ ~~ ' , • Light (Low): Hazard· Occupaucy ...,. .[Offices, Bre·~~i ,Wtainirtg-~ Conference Rooms] • -Occupancy·· ~ < .:A.ff!, . ', -· ' -..,.._; . ' • Size: -.. -.. 2A@.is, feet •· M,a,ximum Atea: per Ex:tirtgµish¢r: ,··. . ·::6,poo·:sq~~r~ feet ,. . ' ·+ Qrdinapr ·(Moderate) Hazard Oc~'1:pa;~y -~ {¥~mif~~fµring Where no Hydr~µlic Fluid. is Used] ;: _·1 ·: · :_ ( /, ·,· ":', ~ < .. , /',J' • • C>c~u,pancy-; ·-<\ :· ·-:. · > ·.·:F\.'l • Size; , ~):,,.,_ · ._.;,.. 'iOB@30 feet or 20B@50 feet '':~.. ..... .. ~;\' '':1. ,ir<' .._ ': ,-< : .. :-': .... :::._,. '_~~..... .-··:,~·;.~\\ ' t ·• Extra Hazard OccuP,~~cy -[M~ufa9tqtjpg Where Hydraulic Fluid is Used] • Occupa:p.cy: !· :., '-,:·", P:-1 · ·• Size: , · .. , / · :~ · 40B@30 feet or 80B@50 fe~t ', . ·:' ~ -. '.,:· /'~ High· Piled Storage:. -See sep~ate .r~port The owners· agree to cpmply with the i;~qujrerp.ents fo:t: fire· ~xtinguishers. Fire ·.extinguisher types · anc:l locations wili be proyid~d by th~ owners or . fire extinguisher venclor and approved by the fire d_epart;ment. · · Rev· J .Q -Nordson Asymtek · 2765 Loker Ave., Carlsba.d, CA· · s'\. KLAUS0RU~KNER }).} A/'fD ASSOC)/\J'E'.S ~:. 4.3 Water Supply 4.3.1 General Requirements Per CFC 507 (Attachment #7), an approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. • A water supply shall consist of reservoirs, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. Private fire service mains and appurtenances shall be installed in accordance with NFP A 24 as amended in Chapter 47. Water tanks for private fire protection shall be installed in accordance with NFPA22. • Fire flow requirements for buildings or portions of buildings and facilities shall be determined by an approved method. • The fire code official shall be notified prior to the water supply test. Water supply tests shall be witnessed by the fire code official or approved documentation of the test shall be provided to the fire code official prior to final approval of the water supply system. 4.3.2 Fire Hydrant Systems Per CFC 507.5 (Attachment #7), fire hydrant systems shall comply with the following: • Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. • Buildings equipped with a standpipe system installed in accordance with Section 905 shall have a fire hydrant within 100 feet of the fire department connections. EXCEPTION: The distance shall be permitted to exceed 100 feet where approved by the fire code official. • Fire hydrant systems shall be subject to periodic tests as required by the fire code official. Fire hydrant systems shall be maintained in an operative condition at all times and shall be repaired where defective. Additions, repairs, alterations and servicing shall comply with approved standards. • Private fire service mains and water tanks shall be periodically inspected, tested and maintained in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5. • Unobstructed access to fire hydrants shall be maintaineq. at all times. The fire department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. • A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved. • Where fire hydrants are subject to impact by a motor vehicle, guard posts or other approved means shall· comply with Section 312. The water supply/hydrants and fireflow to the building are existing. There are no proposed changes to the fire hydrant system, underground, or fireflow. Rev I. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA ~\.\. KLAUSBRUCKNER ) \ l AND ASSOCIATE.$ Page7 4.4 ·Alarm/Monitorin:g· Per CFC 903,4 (Attachment #8), all valves :controlling the water supply for automatic, sprinkler systems,. pumps,, .t~nks, Water l~vels and temperatures, critical air' pre·ssures, and water.;flow .switches on till sprinkler systems.{if ~ervfng >20 sprinklers) shall b~· electrically su,pervi~ed· by a listed' fire alfU111 contr.ol unit. Alarm, .s;upervisory and troµbie · s~gnals shall be qistinctly different and shall_ be automatically trahs11;1itte<i to an approved s,upervising station or, when -a,pproved by the fire cQ<;le offi¢ial, shall sound an audible signal at a cqns;tantly attended location. ,On:e extetior _approved audible device, located. on the exterior of the buildit;i.g itt · an approved location,. shall 'be connected to each automatic sprinkler system. Such spririk;ler water-flow .aia:p::p,. devices shall be activated by . water. flow eqµivalep.t to the flow of a single· sprinkler of the smallest orifice size installed in the ~ystem. Where a :fire alarm system. is instaJled, actuation of the automatic sprinkler system sha:11 acttiate the 'bu.ildirtg fire alarm system~ Visible alarm notification appliances ·sh.all pot be required .ex;cept when i.-equ\re~ by SectfoiJ. 907. The owriers agree· to provide. alarm/monito:t'itJ.g. sys~,~m;;m _acc?rdance with CFC 903 .4 and additional uionitoring requirernents ~pecific to th9J;)fty of9~rlsbad. " 4.5 .Fire· Department A.ccess':fi,O~ds· .. . . . Per CFC 503 {Attachment #9), approved fire :appafahli_riccess roads shall be provided for every facility, building. or portfon of .a .. bujlcfgrfAereafter.'constructed or moved into· or With:in the jurisdiction .. The fire-apparatus 'a~cess, l:9~ct.~hal1 c9inply with the requirements of this section arid shall extend t9 wtlhiµ· 150;.:fe.et ofh!l.portions of the facility -and all .-portions of the exterior walls pf the tfp;~t stbfy '&fthe b~ild{ng as measured by an approved route atoundth¢, ettetior,~f._tl;le bWl1iifa ·or fa¢i.lity..,'./'.·1 :·' • • EXCEPTION: The fi,te cq4,e .• ~ffic'i*r';i~ aut]:,iorized;to increase the dimension of 150 f~et where: · · /~> ·i·~ · ·,, •-: ·,.,, .1. The buildin,g is r4¥ipp~d-:tfu.:~liglip~\<with an approved a~tomatic sprihklet :system installed ip. acc9rtf~1;1,ce witli··S~9µon·,903 .3. l. l, .903 .3 .1.2 or 903 .3 .1.3. . · 2:. <fire .apparatus a9ci~~s· roEJ.ds}'ca:rinot b~ installed .because of location on property, · · topography, wat¢n:y*y~~ _µotip:~gotiable _grades or .other similar conditions~ and an approved altemative'.·meatis of fo,-e protection is provided. . . The ·fire code ··official is fl,uthorized to. require ·ri;l~re .than. one fire apparatus access road based on the potential tor impainheut of a single road by v.ehicle congestion, condition of tertairt,.dimatic conditions ot other factors 'that ~oulq. limit access. The bµilding is existiug. Existing acGess road~ have .been previously approved. Changes, . i.f any, to access reads will be sµbrrritted 'by tli.e Architect of Record and comply with the .. specification ·0f CFC 503 .. . Rev J'. o -Nordson Asymtek · 2765 Loker Ave., Carlsbad, CA . Page:8 ,l') ,. 5. Hazardous Materials A Hazardous Materials Inventory has been provided for Nordson Asymtek (see Appendix B). N ordson Asymtek agrees that hazardous materials will be stored and maintained to the quantities and locations listed in the hazardous materials inventory report. Below is a summary table of the aggregate quantities of hazardous materials that will be stored/used within Nordson Asymtek's control area: NORDSON AGGREGATEMA.xlMuM MATERIAL PHYSICA ASYMTEK'S ALLOW ABLE QUANTITY LSTATE AGGREGATE PER CFC TABLES QUANTITY 5003.1.1(1) & 5003.1.1(2) IIE~TH HAzARDs Corrosives Liquid 1.2875 glns 1,000 glns Solids 2 lbs 10,000 lbs Toxics Liquid 1.0568 gln_s 100 glns PHYSICAL ~s: ~ "" /'-.,, Aerosol Level 1 Aerosol 2.5 lbs Not Limited Aerosol Level 3 Aerosol 10.1875 lbs 500 lbs Combustible II Liquid Liquid 11.5340 glns 240 glns Combustible III-A Liquid Liquid 11.4382 glns 660 glns Combustible III-B Liquid Liquid 33.3698 glns Not Limited Flammable IB & IC Liquid Liquid 74.6463 glns 240 glns Water Reactive 1 Liqujd 8.8121 glns Not Limited Solids 2.5 glns - Hazardous materials listed in the inventory will be stored and used on the first floor of the. building only. As shown in the inventory and the above table, the storage and use of hazardous materials within the control area are below the maximum allowable quantities for a control area in a sprinklered building, as stated in Chapter 50 of the 2013 California Fire Code. 5. 1 General Hazardous Material Requirements The owners agree to implement and maintain the following additional California Fire Code requirements: 5.1.1 Permits Per CFC 3501.2 and 5001.5 (Attachment #JO), permits shall be required as set forth in sections 105.6 and 105.7 and as required by the local city regulations. The owners agree to obtain any applicable building and fire department permits. Rev J. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA ~\" KLAUSBRUCKNER )~} AND ASSOCIATES Page9 ·5.,1.2 HazardQUS .Materials Ma,nagement Plan Per CFC 407.6-~nd 5001.5.l (Attachment #JI)~ ·where r¢quired by the fire code official, an . appticatio1;1, for a permit shall ~nclude a. JI~zardous Materials Management Plan (HMMP) .. The HMMP i,h~li inclqd,e a f~ciJity ~ite plan desjgn..aJjng the following: 1. Access to, each st6rage. and u_se atea. 2. Location of emetgeiicy .equjpm.ent .. J. Location where liaison will :rrieti·emergency re~ponders. 4. Facility e\rf;tCUation rueeting,:poin~ toc~tions. 51 The· general-purpose of.other.area:i, Within-the b11ilding. . 6. Location of all above-ground and underground tanks and their appurtenances in.cludlllg, 'but not lirriitecf to, SUlJl]?S, vaults; '.below-grade treatment systems· and p1pmg. 7. The h~zard class.es in ~aeh area-. . · 8. Locations of all control areas and Group' H occupan,cies. 9. .Emergency exits. . . An HMMP will be· ,provided l;>y tl,le own~rs · only -~~, the specific request ·of the fire · · ,department. . · . '",_ . ', i. ,,, .. ,t ' • ~'" " ' ' ~ ~ ,, ',.'' ._ .... 5.1-.3 H~zardous .Materials ln.ventoiy st~J~{Tlent: .. Per CFC 4.0.7.:S.' arid 5001.5.2 (Attachment #ilh-w~~n~-i~ql!A"ed by the. fire code official, an application fqr ;a. permit ,sh~ll inc:lude ,.a:n,.cf~-'.f:1Ml~, .. sudh-. .as the SARA (Superfµnd AmeIJ.dments. ap,d.Reauthorization Act.of.1986) Tiflfb;I, Tiet··II Report or other approve4 Stijtement; T4e fIMis .. shall iIJ,clude: w~ (Qlf9\vi,ni(jnfori.?~YC)IJ,: L Product name~ -~ i -· ·• : ·; , • · 2. (~onipon~ht:. · . {/:,,. . ··"'".'-~ ,>, \,._.: ·::,: <" ~. Che~cal Absti;act ·s~pvif$ ( G~§) f µrriber :· , 4. Locaupn whe;re ~t9~~{l·~,: ,u&_ed. ,. · > .. . . ·' . . . ., . '\. s. Container size. t'./ · < ·,,_ -~:· ,. 6. Hazard classific~#.9n. \ .: >, ·· 7. Amount ih storag~/ -.. · !. . r·-, · • -' ' ,,'l::~ £~ ' 8. · Amount in :µse'-cloimffsys~egrs. 9. Amollll.t iti,.t:tse-open systems ... As mentioned ,previously, h~Zardous materials inventor,y reports are provided (see Appendix S). R.ev .{ tJ.:_ Nordson As:Y,mtel~ : 2-765 Loker. A.ve,, Qarlsbdd,. CA · · Page lCf' . ,i. ll · ,-•';, - . ~ '.-. '',., '_, ,;-.,,. •.-, '!.} 5.1.4 Systems, Equipment and Processes 5.1.4.1 Containers, Cylinders and Tanks Per CFC 5003.2.1 (Attachment #12), containers, cylinders and tanks shall be designed and constructed in accordance with approved standards. Containers, cylinders, tanks and other means used for containment of hazardous materials shall be of an approved type. Pressure vessels shall comply with the ASME Boiler and Pressure Vessel Code. Per CFC 5704.3.1 (Attachment# 12), the design, construction and capacity of containers for the storage of Class I, II and IHA liquids shall be in accordance with this section and Section 9.4 ofNFPA 30. Only approved container and portable tanks shall be used. 5.1.4.2 Equipment, Machinery and Alarms Per CFC 5003.2.3 (Attachment #12), equipment, machinery and required detection and alarm systems associated with the use, storage or handling of hazardous materials shall be listed or approved . 5.1.4.3 . Empty Containers and Tanks Per CFC 5003.2.5 (Attachment #12), empty containers and tanks previously used for the storage of hazardous materials shall be free from residual material and vapor as defined by DOTn, the Resource Conservation and Recovery Act (RCRA) or other regulating authority or maintained as specified for the storage of hazardous materials. Per CFC 5704.3.3.4 (Attachment #12), the storage of empty tanks and containers previously used for the storage of flammable or combustible liquids, unless free from explosive vapors, shall be stored as required for filled containers and portable tanks. Portable tanks and containers, when equipped, shall have the covers or plugs immediately replaced in openings. 5.1.4.4 Maintenance Per CFC 5003.2.6 (Attachment #12), in addition to the requirements stated above, equipment, machin~ry and required detection and alarm systems associated with hazardous materials shall be maintained in an operable condition. Defective containers, cylinders and tanks shall be removed from service, repaired or disposed of in an approved manner. Defective containers, cylinders and tanks shall be removed from service, repaired or disposed of in an approved manner. Defective equipment or machinery shall be removed from service and repaired or replaced. Required detection and alarm systems shall be replaced or repaired where defective. Rev 1. 0.-Nordson Asymtek 2765 Loker Ave., Carlsbad, CA ,~\.. KLAUSBRUCKNER ) \ l AND ASSOCIATES Page 11 . 5.1.5 Relea!$e of Hazardous Materials Per CfC 5003.~ {Attachmetit #13), hazardous 11J.ateria~s in any quantity shall not be released into a .sewer,:. stomi drain, ditch,; dr~irtage canal, creek, stream, river, lake·or tidal waterway oront)le ground, sidewalk, ~treet, higµwayorinto the atmosphere. EXCE:PTJON$: · 1. The rele,ase or emis~ion of haz~rdous _1.na,terials. is allowed when in complianqe with federal,. state or focai governme11tal agep.cie$~ regulations or permits. . 2. . The· release of pe~ticides is aliowed when used· in accordance with ·registered label direction~. 3. The rele_ase of fertilizer ~n:d sojl ~mend):ne:o.ts is .allowed when u~ed in accordance . with manufacturer's specifications. Whep., haz~rdoµs. materials ~re teleased in.quantities reportable under state; federal ·o:r local regulations~ the fire code official shall be not1fie4 and the following procedures required in .accordance, with the following, ' \, ' , ' ;, ). .. -. 'Accurate. records shall be kept of the .µnautp.orize~:~#1,;charge of hazardous m~teri:;ils by the permittee. ' · ·._·· , ;: : ./ · • Provisions· shall he made for controlling ah4' ¢itigating· unauthorized discharges. •. .When an unauthonze<;l discharge cau~ed by~prJt~a.r)' coriiain,er 'failure is dis9overed, ' the immlv¢ctprimary.,coptainer shall be r¢p~rred' otremoved from se:i;v:ice, ' ·• The. person, firm or cotpotation re~poristBI~ for. an: ;w:iauthorized discharge shall institute and cpmplete · all . actio.rl.-~:·"11eci.i~:~., to ·temedy the effects. ·of such unalithoriz.e<;l .discharge, whetge._r:'/$ugdep.);>t. _gr?4~~J, a.t no cost to the jtµi~djction. Whe:1,1; ~foetned. necessary by ;,tl;i.,e-' fir'e .cod,e offi¢i,al; cleanup may be initiated by the fire departme:µt o(!:>f"-an a~thinze<i in,cJi;\i:idµEit',6r. firm. Costs as.sociat~d with such· clea;nup shall be ootn,~ ... by th:e:~o~er, op¢.f~for qt other person responsible for the unauthorized disch~rgf.·'. .'>' . < :::.,·), . . . ' /;/ .,·---'•.,, >.,,, ''·.<· ·--;,. 5.1.~ Material Sa~e:ty Da.ta·:$h.~ets Per CFC 407 .2 an,d 5003,4'(4ttachmkvt>ft14), Materia1 Safety Data Sheets (MSDS} shaH be· -readily availal;>le on the: ,Pt.~mise.~r· Whe~ a, hazardous substance is developed in a l~boratory, avaifable mforn:iafibn shall be docwnented. 'EXCEPTION: Designated fatzardous waste. ' ' . 5~ 1.t Sign$IP/acards: Per CFC 407'.~ (At(achment#J 4), -inc;livid:ual: ,containers of hazardous materials, c~rtons or packages shall be m~r],ced qr· iabeled in, accqr<ianqe with ~pplicable federal regulations. Buildings; rooms and ~paces cont~itiing hazardom~ materials shall be identi~ed ·by hazard. warning signs. . ' Per-CFC5003.5 an4 5003.6 (Attachment #14)~ µnless otherwise exempted by the fi,re code official, visible hazard id~ntification signs as-specified in NFP A 704 for the specific· material contained' shali be plac~d on stationary containers and above-ground tanks and l:'!,t entrances to locations· where. hazardous m~t~rials are stored,. dispensed, used or handled in quantities requiring a permit -and at specific erttrappes and locations designated Qy the fire Rev J.. 0 -Nordson Asymtek · .Pag~:12: · 2765 Loker 4,ve., Carlsba{l, CA· code official. Individual containers, cartons or packages shall be conspicuously marked or labeled in an approved manner. Rooms or cabinets containing compressed gases shall be conspicuously labeled: COMPRESSED GAS. Signs and markings ~hall not be obscured or removed, shall be in English as a primary language or in symbols allowed by this code, shall be durable, and the size, color and lettering shall be approved. Per CFC 5703.5 (Attachment #14), the fire code official is authorized to require warning signs for the purpose of identifying the hazards of storing or using flammable liquids. Signage for identification and warning such as for the inherent hazard of flammable liquids or smoking shall be provided in accordance with Section 5003.5 and 5003.6 and the following: • Style. Warning signs shall be of a durable material. Signs warning of the hazard of flammable liquids shall have white lettering on a red background and shall read: DANGER -FLAMMABLE LIQUIDS. Letters shall not be less than 3 inches in height and ½ inch in stroke. • Location. Signs shall be posted in locations as required by the fire code official. Piping containing flammable liquids shall be identified in accordance with ASME A13.l. • Warning labels. Individual containers, packages and cartons shall be identified, marked, labeled and placarded in accordance with federal regulations and applicable state laws. • Identification. Color coding or other approved identification means shall be provided on each loading and unloading riser for flammable or combustible liquids to identify the contents of the tank served by the riser. 5.1.8 Sources of Ignition Per CFC 5003.7 (Attachment #15), the following requirements apply: • Smoking shall be prohibited and "No Smoking" signs provided as follows: 1. In rooms or areas where hazardous materials are stored or dispensed or used in open systems in .amounts requiring a permit in accordance with Section 5001.5. 2. Within 25 feet of outdoor storage, dispensing or open use areas. 3. Facilities or areas within facilities that have been designated as totally "no smoking" shall have "No Smoking" signs placed at all entrances to the facility or area. Designated areas within such facilities where smoking is permitted either permanently or temporarily, shall be identified with signs designating that smoking is permitted in these areas only. 4. In rooms or areas where flammable or combustible hazardous materials are stored, dispensed or used. Signs shall be in English as a primary language or in symbols allowed by this code and shall comply with Section 310. • Open flames and high-temperature devices shall not be used in a manner which creates a hazardous condition and shall be listed for use with the hazardous materials stored or used. • Powered industrial trucks used in areas designated as hazardous ( classified) locations in accordance with the California Electrical Code shall be listed and labeled for use in the environment intended in accordance with NFP A 505. Rev 1.0-NordsonAsymtek 2765 Loker Ave., Carlsbad, CA ,\.\. KLAUSBRUCKNER ) \} ANO ASSOClATE.S Page 13 -~.1.:9 R~quirements .for Storage/Flammable Cabinets Per CfC 5003.8 .. 7 aud 5704..3.2 (Attar;:hment #16), storage cabinets used to increase the maximum allowabfo quantity pet cqntrol ~rea shall ,be in accordance with the following: • Construction: The interior of cabinets ·shall be treated, coated or constntct¢d of · materials ·that are nonreactive with the hazardous material stored. Such treatment, coating or construction sb,a1l inclu4.e the entire interior of the cabinet. Cabin~ts shall either be listed fn accordance with UL 1275 as ·suitable for the intended storage. or constructed in accordance with the· following:. , 1. Cabi:p.ets ·$fodl be of steel having a thic)meSs of not less than 0.0478 inch (No. 1'8 gage). The cabinet, inciuding the door'., ·shall be double walled with a 1.5-i:p.ch airspace between the w~lls. ioints s]:iall be riveted or welded and shall he· tight fitting.. Doors shall be well fitted, self.'.closirig arid equipped with a self.:latching device, · · · 2. The bottoms· of cabinets utilized for the storage of liquids shall be liquid tiglit to a n:tlnimur,n he~ght ·of 2 inches·. · · • Electtjcal eq-qipment and devices witb,in cabinets ,.µsed for the storage of hazardous gases qrliquids·shall be in accordap_ce with th~-lJ(iii}:i;,hrJi~Electrical Code. 111 Wamfog.markirtgs.: Cabinets shall be·cleady i'd~htitj.~cl'W.::1.)1 approved manner with red letters qli a co:p.trasting background to read: ~M.fubuS -KEEP FIRE AW A Y or FLAMMABLE .,... K£EP' FIRE AWAY (fdt flan:u;na'i;>lejcombustible cabinets) • Capa;city-: · The combined totai quantity of f;lap:nnabl~/pqmbustible liquids in a cal;,inet sl).all not e49¢ed 120 gallons. · ~ .~: : : · · · · · ,---· -........... __ __....._~,-·-.-,--~·-'"·""¥',/ ~ . '' '. . ' """II !Per CFC 57.04.3.4.4 (Attachment #19), in 'aU .o~cupanciies, quantities of flammable ·<ctnd 1combustible liquids in excess of ro:. g~llon$, used f6r,-maintenance purposes a:p.d thd :Operation of equipment.-sh~ll be'.· stor,ed in liquid · st6rage cabinets in accordance witti !section 5704.3 .2. Quantitie,s, iwt exceeding 10 gallons are allowed to be stored outsi<;le of J ~Et.hip.et -~1!,~!!_i_llJl:l?PJ"~<?~H .. £O~aib~!,~,l9_~te~_ ip. pdvate g~gges or other ap~rovegjoeations.l /, -~ /' "--<.~,'"•r ',~~ :, _ .. ', • ' • ~ '• • • I ' Hazardous ,naterial cal:{iri~ts will ngf:Q~ used fot the purpQ~es of utilizing the increase in :rp.aximuin allowable qua~tht.es. > . . \._. ;·~ '1~"' ' .. / ::~~'/ 5.1.10 Gen.eral· Sa.fetyPre~autions 5.1,.J0.1 P~r$onnel Training an,d Written Procedures . ' Per CFC 407.4 aiid .5003.9:1 (Attachm€!nt #17)~ person responsible for the operation of areas ih which haza)Jdous materials .are store<;l,. dfapensed, handled or used shall 'be familiar with the chetµical nature of tll.e mater,,iah, and. the appropriate mitigating actions necessary to the ev~ht of fire,. ieak or spill. Responsible persons shall be designated and trainecJ, to. be liajs9l}. pers9rµiel to the fire departll.lent. These persons shall aid the fire department in · preplanning· emergency-responses and identifyip:g the locations where hazardous materials ate located, and shall hav:e access to Material .Safety Data Sheets and be knowleqg~able in. the site':s emergency response procedures; . Rev 1. 0 -Nordson IJ,sym(elc 27.65 Lqk~r Ave.; .Carlsbad, CA Page14 5.1.10.2 Separation of Incompatible Materials Per CFC 5003.9.8 (Attachment #17), incompatible materials in storage and storage of materials that are incompatible with materials in use shall be separated when the stored materials are in containers having a capacity of more than 5 pounds or 0.5 gallon. Separation shall be accomplished by: 1. Segregating incompatible materials in storage by a distance of not less than 20 feet. 2. Isolating incompatible materials in storage by a noncombustible partition extending not less than 18 inches above and to the sides of the stored material. 3. Storing liquid and solid materials in hazardous material storage cabinets. Per CFC 5704.3.3.2 (Attachment #17), materials that will react with water or other liquids to produce a hazard shall not be stored in the same room with flammable and combustible liquids in accordance with Section 5003.9.8. Nordson Asymtek agrees to separate any incompatible materials in storage and storage of materials incompatible with materials in use (if greater than 5 pounds or 0.5 gallons) by a minimum distance of 20 feet or by hazardous materials storage cabinets. 5.1.10.3 Additional General Safety Precautions Per CFC 5003.9 and 5704.3.3.3 (Attachment #17), the following additional general precautions for the safe storage, handling or care of hazardous materials shall be in accordance with the following: • Security. Storage, dispensing, use and handling areas shall be secured against unauthorized entry and safe-guarded in a manner approved by the fire code official. • Protection from Vehicles. Guard posts or other approved means shall be provided to protect storage tanks and connected piping, valves and fittings; dispensing areas; and use areas subject to vehicular damage in accordance with Section 312. • Electrical Wiring and Equipment. Electrical wiring and equipment shall be installed and maintained in accordance with the California Electrical Code. • Static Accumulation. When processes or conditions exist where a flammable mixture could be ignited by static electricity, means shall be provided to prevent the accumulation of a static charge. • Protection from Light. Materials that are sensitive to light shall be stored in containers designed to protect them from such exposure. • Shock Padding. Materials that are shock sensitive shall be padded, suspended or otherwise protected against accidental dislodgement and dislodgement during seismic activity. • Clear Means of Egress. Storage of any liquids, including stock for sale, shall not be stored near or be allowed to obstruct physically the route of egress. Rev I. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA '\\\. KLAU,SBRUCKNER } \ l ANO ASSOCIATES Page 15 , 5.1.11 5~.1.11'.1 Storage of Hazardous Materials: Shelf Storag~ Per CFC' 5003 .9 .9 (Jttachment #T8)~ shelvi,ng sh~ll l;>e of substantial constrµctio:p.; and shall l;>e braceq and iin.¢l1Qred itt accoi:c;lance with the seismic design requirements of th~ . CalifotnitJ, Building Code for the s~tsmic zone in' which the material is located.. Shelving .. shall be treated, 'CO~ted or constructed of n'lateti.als that are compatible with tht;, hazardous materials stored. Shelves ~b.ali be provided with a lip ·or guard when used for t])e storagt;, of individual containers. · EXCEPTIONS: l. Storage in. hazardous material ~torage ~abinets· or laboratory furniture . specifically designed for suc,:h use. 2. Storage of h:az:atdous materi~ls 1,n amounts not requiring a permit in accordance with Section ~00:15. Shelf storage of haz~dous materials· shall be maintained in an orderly manner. 5,.1.11.2 StQrage.pf FfammalJ/e/Combu~flble~J.:iguids in Contra/Areas Per CFC 5704.3.S (Attcichmertt #l8), storage. o_f t1amiKa:~ft,;md combustible liquids in c01itrqlar~a,s· sh!llLbe in a,cc,ordan,ce withthe foUowin,~:-.. : · • Storage· pile heights. ·Containers having less tp:an-.-·~-.30-gallon, c·apacity which contain Class I or tr iiquids ,shall not b.e stacked )l!Qre th;;\,tr" ·3-· feet or two colitajners high, whichever i& -greater, ·unless :stacked ,o'Q.:.'fi.x~d ,sheivitj,g~ or otherwise s~tjsfactorily secur~d. Contajners :of Class I ,or II (jqtijds-.hi~irtg_ a capacity of 30 gallOQ.& or ·mc:>re shall not be· ston~d 'tµore than op.~-CQIJ}~in..¢t:-higl]:.:; ·:containers shall be stored, in an upright position. ,: ' .. --~ ,, i '.-' . _,' r , • Storage distance fro~,~eilirig,~k~d: :roof~;;,:'P~W~; 6f cqntainers or portable taril{s shall not be stored cl'oser tha~ ~: ·feet't6tt1e n!;)atesfbeam, chord,. girder or other obstruction, and shall ,be. 3" feet b;loW t~~er,_,~~f!ectors or ,discharge orifices of water spniy or other overhead fire ptbtection ~ystern.." ·") · · • Co~bustibJe mater(,Js. In -ar~~s·\tJfat at¢ inaccessible to the public, Class, I, II and IIIA liquids shall no(pe,~tored t~Jhi .same pile· or tack section as ordinary combustible commo.dities unle,ss· suqh):n~terj_~ls ate pa<::kaged tqgether as kits. > I h-•• .. Rev J:0-Nordson Asymtek , · 2765 Loker Ave., Carlsbad, ·CA ,\.\. KLAUSBRUCKNER \ )} AN,0 As,:;o_qlATE,;_ . , . -. ,~, " ~-•: - 5.1.12 Flammable/Combustible Liquid Transfer Per CFC 5705.2.4 (Attachment #19), Class I liquids or when heated to or above their flash points, Class II and Class III liquid shall be transferred by one of the following methods: 1. From safety cans complying with UL 30. 2. Through an approved closed piping system. 3. From containers or tanks by an approved pump taking suction through an opening in the top of the container or tank. 4. For Class IB, IC, II and III liquids, from containers or tanks by gravity through an approved self-closing or automatic-closing valve when the container or tank and dispensing operations are provided with spill control and secondary containment in accordance with Section 5703.4. Class IA liquids shall not be dispensed by gravity from tanks. 5. Approved engineered liquid transfer systems. EXCEPTION: Liquids in original shipping containers not exceeding a 5.3 gallon capacity. Nordson Asymtek agrees that all hazardous material equipment will be listed for its use. 5.1.13 Cleaning with Flammable Liquids Per CFC 5705.3.6 (Attachment #20), Class IA liquids shall not be used for cleaning. Cleaning with Class IB, IC or II liquids shall be conducted in a machine listed and approved for the purpose in accordance with the following:: • Solvent shall be classified and shall be compatible with the machine within which they are used. • The quantity of solvent shall not exceed the listed design capacity of the machine for the solvent being used with the machine. • Solvent quantities shall be limited as follows: machines without remote solvent reservoirs shall be limited to quantities set forth in Section 5705.3.5. Per CFC 5705.3.5, indoor use, dispensing and mixing of flammable and combustible liquids shall not exceed the maximum allowable quantity per control area indicated in Table 5003.1.1(1). •• Work areas of machines with remote solvent reservoirs shall not be used for immersion soaking of parts. • Multiple machines shall be separated from each other by a distance of not less than 30 feet or by a fire barrier with a minimum I-hour fire-resistance rating. • Machines shall be located in areas adequately ventilated to prevent accumulation of vapors. • Machines shall be installed in accordance with their listings., EXCEPTION: Materials used in commercial and industrial process-related cleaning operations in accordance with other provisions of this code and not involving facilities maintenance cleaning operations. · Nordson Asymtek agrees to have all parts cleaning machines listed and approved and to comply with CFC 5705.3.6 requirements. Rev 1. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA ,\_\. KLAUSBRUCKNER ))l ANO ASSOCIA1"l:-.S Page 17 5. 1'.14' Separation_ of :Control A'reas Per 'CFC 5003.8.3.l (Attachment #21), contr,ol areas shall be separated from each other·by fire barriers constructed in accorc;lance with Secti01;1 707 of the California But/ding Code or ·horiz·ontal assell!blies constructed in · accordance with· Section 712 of the California Buildin~ C9de, pr both. · · Per CFC 5003.8.3.2; 5003;8.3.3 ap,d CFC Taple 5003 .. 8.3.2 (Attachment #20)~ a 111axinium · of 4 ,control cµ-~as with 100 percent of the maximutn allowable quantities of hazardous . material$. per control a:n~a &re allowed on the: frrst ·floor of a building with op,e,-hour fire . resistance :rating for frre b'ani,ers· between c01;1ti:ol a.teas. ----· · !As' prev.icmsly mentioned, Nurdso~· Asymtek Will have one control area for the e;fud ibuil~i~g; therefore on~-hour frre !esistance walls to separ~te control areas ;;tte not required.I . jAdd1t10nally, as ment1on,ed previously, the seconcl floor is used .for ,offices and assemblJi 1occupancy .. None· of the_ ch~micals ~listed. in the)nventQry 8!Y_proposed for the second 'tl.2.9.!'l . . . ~ . · Rey 1.0 .:_ Nor.dson:Asjmtek 2765 Lok~'r Ave.,. Carlsbad; CA .. ~·,;:' ·,~·~°'~', ,,... '' ' . _.\,, ' ~ L . : , .. ~ ; ; .· I, ,,. '•. -,', --..... ; ;'. '·.;_., \.\.\. Kl!.AUS.SRUCK_NER ,\} A':/,D AS$0CIAT'eS, ' .... -'' ' ' • ! ~ f .. . , Page:1$. ,-,,, . .,, 5.2 Exhaust Ventilation of Flammable Vapors Mechanical exhaust is not required by the California Building and Fire Code, however the following exhaust ventilation is recommended to avoid requirements for explosion deflagration requirements of CFC Section 911 (Attachment #22). Additionally mechanical exhaust to maintain vapors at or below 25% lower flammable limit is an acceptable method of explosion deflagration prevention in accordance with NFP A 69. Local exhaust ventilation is recommended based on 25% Lower Flammable Limit (LFL) calculations in Attachment #22. Please note that the local exhaust is recommended for flammable/combustible liquids to maintain flammable vapors at <25% LFL. See Attachment #22 for cfin calculations for proposed products in use. Two methods of exhaust calculations · have been used to determine the minimum required cfi:n rate to maintain vapors at or below 25% Lower Flammable Limit: • Fire Protection Handbook [18th Edition]: Section 4, Chapter 6 "Flammable and Combustible Liquids" pp 4-63 ["Calculating Vapor Volume and Flammable Mixtures"] • Industrial Ventilation: A Manual of Recommended Practice [24th Edition], Section 2.5 ["Dilution Ventilation for Fire and Explosion"] Please note that the recommended exhaust rate calculations in Attachment #22 are applicable to the fume hoods and/or local exhaust only. The exhaust ventilation system shall be designed by the mechanical contractor in accordance with the California Mechanical Code. The following exhaust rates, based on lower flammable limit calculations, are recommended should the owners decide to provide exhaust: Location CFM based on 25% LFL Calculations Aoos Labs 310 cfm Production 450 cfm Conformal Coating Lab: All Locations Where Flammable Liquids [Except Humiseal 1A33 and 488 cfm Dow Corning OS-201 Are Used Conformal Coating Lab Where Humiseal 1A33' 605 cfm: Are Used Conformal Coating Lab Where Dow Corning OS-1382 cfm 20 Are Used Please also note the cfin rate calculations based on 25% LFL includes a factor of safety of 4 [i.e. 4 times the minimum exhaust rate needed to maintain the vapors below the lower flammable limit]. The design of the exhaust shall either meet the cfin rates proposed above based on 25% LFL OR it shall meet the manufacturer's recommended rates for the exhaust hood. The vapors within the duct system are not considered "flammable vapors" if the above minimum exhaust rates are provided as defined by Section 208 of the California Mechanical Code (Attachment #22). Rev I. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA ~\\ KLAUS0RUCKNER }\} AND ASSOCIATES Page 19 · 5.3 Electrically :Classified· Conditions P~r CFC 5703.,.1 (Attachment ;#23), electrical wi1111g and equipment shall be iri:stalled and ·maintained fa ·accprdance with.Section 605 and the California Electrical .Code. -Areas where . :f1~mmable liq1.Jids, are stored, handled, dispensed · or mixed shall, be in accordance with Table 570~.l'J: A classifiecl: area .shall .p.ot extend beyond' an up.pierced floor, roof or othe:r solid partition. The extent of the, classified area is allowed to be reduced, or -eliminated~ when~ sufficient technical justification is provided to ·the fire code official that a concentration in the area iq .. ·excess qf 25 .·pe:rcent of the lower .flamtJi~ble limit . (LFL) cannot be _generated. Areas where .Clas$ II or III liquicls are heated above their flash points shall have electrical installations in accorda11ce with Sectiop. 5703, l. 1. · The fire code official is authorized to determine the extent of the, :Class I electrical equip11.1ent }ind :wiring loeation when a condition .i$ not specificallj -covered by these requirements or the California Electrical ·code. ,. ··· See section O for exhaust ·ve1J,tilati911 .requiremitit~ to: :.rii4ii).tain vapors in · ar~ms where flammable liquids or he~ted combustible iiquids ~re· :u:sed. ''ff ~xhau,st is not provided in areas: · · · · · · · ··· ·,_ · ·1. ··Class I, f)ivision 1-Group eJ.:/ki~~trJcai L.Qcations , :Equipin~nt Where Flammable VaQbt/Air <M~tures Could Exist Und¢r Normal Operations:· Area within 5' 9f·;;,t11-y::e,gg~-;of,s\1,¢h,eqb;ipi.iient,extending in ali directions. . ' ~ ' .. ~ ~ ' " , ( .( 1-·,: ' 2. Class ,, Divisi~n-<2-'GtcJ:qp D 'El~;ti1ical L'OCations ' , .. ' .. \_ ·,, ·· ... , Equipment Where. ·Flq~akle ''Z:3-}?qr/Air Mixtures Could Exist Under· Normal Operations: . · / · :\. ·-.: .... '·:, · • -~ea betw.e.e11 S';-~ 8' of any_Jd~e o'f such equipme1,1t, extending in all di:rectiQns. • A1~~, .area up, to'.r-.,~bove fl1~?:i;')withm 5'-25' horizontally from any ~dge of·such eq~1rment. '· , .. _:/ _ , · ./ •' ,,~ The owners. agree to provide .{if ~pplical;,le) Cla,ssifj.ed Electrical within the areas reqµiring local e~alist (i.e. focations where flammable ~apors are being exhaµsted) such as within fume hpods or flaminable vapor areas .t];lat ate eiha-usted (i.e. wher.e :fla'J,mnable vapors could e4i§t under norm:al pperating coridHi9:ti.s}. As mentioned previously, as allowed by CFC 5103 .1, .1, the ·electricijlly classified zcmes/boundarie~ nee<;! not extend oµtside eX:hau~ted laboratory fume hoods or:exbausted areas when use, dispe1,1~ing & ~a1,1sfer op·erationi occur w:ithin such ·hoods & areas provided with ventilation and conditio:ns as des9ribed in Section. 0. ' Rev 1:0 -·Nordson Asfintek · 2.765 Loicer Ave., Carlsbad, CA . Page 20 ' .. "· 6. Egress A complete exit analysis is outside the scope of this report. The following general egress requirements apply to the proposed sprinklered occupancies for the tenant improvement areas (Attachment #24): 6. 1 Break, Training & Conference Rooms [A Occupancy] • Per CBC 1005.3.2, egress width components other than stairways shall be 0.2"/occupant. • Per CBC Table 1014.3, the common path of egress travel shall not exceed 75 feet. • Per CBC Table 1015.1, one means of egress allowed if the occupant load for spaces with maximum occupant load of 49. • Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. • Per CBC 1018.4 Exception 2, dead ends through common path of egress shall not exceed 20 feet. 6.2 Offices [B Occupancy] • Per CBC 1005.3.2, egress width components other than stairways shall be 0.2"/occupant. • Per CBC Table 1014.3, the common path of egress travel shall not exceed 100 feet. • Per CBC Table 1015.1, one means of egress allowed if the occupant load for spaces with maximum occupant load of 49. • Per CBC Table 1016.1, exit access travel distance shall not exceed 300 feet. • Per CBC 1018.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. 6.3 Manufacturing [F-1 Occupancy] • Per CBC 1005.3.2, egress width components other than stairways shall be 0.2"/occupant. • Per CBC Table 1014.3, the common path of egress travel shall not exceed 100 feet. • Per CBC Table 1015.1, one means of egress allowed if the occupant load for spaces with maximum occupant load of 49. • Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. • Per CBC 1018.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. · 6.4 Storage [S-1 Occupancy] • Per CBC 1005.3.2, egress width components other than stairways shall be 0.2"/occupant. • Per CBC Table 1014.3, the common path of egress travel shall not exceed 100 feet. • Per CBC Table 1015.1, one means of egress allowed if the occupant load for spaces with maximum occupant load of 29. • Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. Per CBC 1018.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. Additional exits requirements may apply. A complete exit analysis is outside the scope of this report. See architectural plans. Rev i. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA ~\_\.. KLAUSBRUCKNER ~\l ANO ASSOCIATE.S Page 21 7. 1 Occupancy Separ11,tion , T~ __ ov~t~ll 13ajlcii1tg oc~~ah~y~i,s~JV13/F-_~l/S,-1 {with A 1_9_~f.!ma~_i_e.§ .. _~ _th~ first flq_~ 1 fc>:rr,s1dered as accessory use 1h accordanc,e w1th_CBC_508.~ (Attachment #25). : , Based on CBG Table $08.4 (4.tt~chment #25}, rated fir~ wall occupancy separi;itiqns ate not ~~.9.!!~e4 between~, F-1 ~nd S-1 9ccupancies:..Ji\dditionally, per CBC Sectfon 508.2.4, 1~ !Hour fire barrier separation is not requited between the accessory A occupancies; on th~ , fttst fl~or a?d BIF_-i/S-1 Occupancies in the re~ainder .of the building. 1-hour fire barrie~ iseparat1on_ 1s !equrred b~tween the A ?c~up,gc1e~--Q~ ,the .s~c~nd floor and the ~f:F-:llS::-11 pccu1;1anc1es 1ll the remawder ofth~J:nuldingJ , -' ,, . ',', -7.2-Separation of Control At~as~::· · The entire building'. will be occupied' by N ordsoni A~ytj:,ltek:with one control area for the entire building;.th¢refore separation ofControlAr~a:.cfo:es not apply. See section 5.1.14 of this report Iorseparation ofconu,-ol ~e~s .. , . -~ ,: ",. . . . ~ .. 7~3 A-llowable Area.' ·cal~t,lill, p.n, ·, : . • · Not witbi1,1 the scope ofthis ,report, Tpfb~µ<lilJlileii~t~~-. See Architectur~lplani;,, ]1ev L 0--Nor<;lson 4,symt~k . : 276J·f.okerAve., Carlsba_d, CA ... \,,._ __ ,-<I :· ,', .. ..., ,..,, . , '' t { '(- 1,_li..\ KLAUSBRUCKNER 1)} A(,;O ;.s,SOCl,I\TES '' ._,'f:. '_' ~' ,, _'.-;': ,, ,· • 8. Conclusion It is the opinion of Klausbruckner & Associates that the above requirements will meet the requirements, and/or intent of Chapter 50 (Hazardous Materials) and Chapter 57 (Flammable/Combustible Liquids) of the 2013 Editions of the California Fire Code and the California Building Code. By way ofmy signature, Nordson Asymtek agrees to maintain the storage and maintenance conditions required and specified in this report. Nordson Asymtek Representative Rev 1.0-NotdsonAsymtek 2765 Loker Ave., Carlsbad, CA (Sign and Print Name) ,~'-KLAUSBRUCKNER ) \} ANO As,:;oc1ATES Date Page 23 9. Appendix. A: Attachments / '! :A_ Rev I. O.:.. i/ord_son Asymtek 2765 Loker Ave,, Carlsbad, CA . ,\'\ ' .... ~-~· ...• ,', / ' ,. ~ .. ,l, .~' . . ,, · ·Page24 I ~ 10.Appendix B: Hazardous Materials Inventory Report Rev I. 0 -Nordson Asymtek 2765 Loker Ave., Carlsbad, CA ~\\. KLAUSBRUCKNER ) ) l ANO ASSOCIAiE-.S Page 25 \ ... Utility Matrix for [Company Name] Functional Area APPS lab & Conformal Coating Prepared by [Name] .. . " Equipment Information Air Gas Requirements 0 Exhaust Vac. Comp.Air Nitrogen Process Gas Natural Gas ]: z ';;;-_. QJ ~ >-" -0 QJ C QJ ..c: " -0 C: ~ iil-3:: -~ 0 0 ~ "" u. E rl U) 0. ~ u ~ ·u 0 C: 0 -QJ 0 'ij, -u. -0 ti C. N L ·;;; QJ ... 8 QJ "' :r: ., C: ..c: C: .c U) -U) ... Name, Description and ., .:l: ~ i:j .c ., ·;;; "[ ·;;; ~ ., .. E ~ 2 ..c: U) ..c: 3:: u E C. '5 C. '5 C. :r: u Manufactyrer Model No. :, :, u --.. ;;:--u. Item No. c u u c "' C 't; a. a. l!) a. u .E: 5 1 1.5Xl.32X2.09 Yes CC lab See comment 600 1 12 90 SL-940, Asymtek system 521610 2,5 Yes CC lab See comment 600 1 12 90 SL-940, Asymtek system S21340 Fl Fume hood, cleaning station (8 foot hood) 0.92X 0.7SX 2.7 CC lab 800 1.5 Ultrasqnic cleaner CC lab Workben,ch 1.83X0.76 X 1.4 CC lab --' 1.53X 0.84Xl.39 Lab3 Ventilated work bench 9 see lX 1.329 X 2.1 Yes Lab 2 100 1.5 100 Q-6800, Asymtek system 030004 comment I 6 0.866 Xl.123 X2.045 Yes Lab3 100 1.5 3 90 5-820, Asymtek system 31232 7 Lab3 1.5 see 0.85Xl.32X2.l Yes 100 100 S-920, Asymtek system 520115 comment 12 Lab3 see 0.85Xl.32X2.1 Yes 100 S-920N, Asymtek system 520540 comment 14 Lab2 100 1.5 see 0.85Xl.32X2.l Yes 100 S2-920, Asymtek system 523825 comment 15 Lab3 100 1.5 see 0.85Xl.32X2.1 Yes 100 S-920N, Asymtek system S21909 comment I 16 0.85Xl.32X2.1 Lab2 100 1.S see Yes 100 5-920, Asymtek system 20078 comment 18 S2-920, Asymtek system S23075 0.85Xl.32X2.l Yes Lab3 400 1 see comment 100 8 0.76X 1.073 X 0.635 Yes Lab3 100 1.5 3 90 D-585, Asymtek system 32046 3 1.4Xl.2X2.08 See comment 1 Yes Lab3 380 UV 9 Oven, Asymtek system SN2474 13 1.5 Xl.2X 1.5 Lab3 100 15 March AP-600 AP600212 18 MP-206F, Convection oven ASY001485 l.4X1Xl.3 {m) No Lab 3 385 1 F2 0.92X 0.75X 2.7 Lab2 600 1.5 Fume hood, cleaning station F3 0.92X 0.7SX 2.7 Lab3 600 1.6 Fume hood, cleaning station 0.92X0.75X0.47 Lab2 Thinky vacumn mixer 4 54 "x134 "x63 "h 7S0r.:fm@l S"wc 750 1.5 i I ! i I i -' .. Process Cooling Electrical I Cooling Water Branch Circuit if Load Unknown 440Volt I 240/~08 Volt E j I ~ t: L :, ci. QJ ~ .El E ·:;; C: C: C: .. C: QJ ·u QJ tT 0 QJ 3:: QJ e w u E C. E C. >-6 ~ E ... ~ u .. ~ !!). , .. Q C. .. C: ~ ., z {!, bl) 0. ., L bl) --t; .. ll QJ a :, 0 a ., .. a QJ :, 'ij, s: ... U) tT bl) U) .!: U) ,, 0 "ijj 0 .. E ~ :, E .. ,E .. ::s ..c: ..c: 0 ..c: .E: ll: C > a. <( u. C: <( a. > <( a. ~~~240 l 10 50/6 Plug 0 ~~~240 1 10 50/6 Plug 0 Plug 110 Plug 110 Plug 110 Plug 200-240 1 30 50/6 Plug 0 200/240 1 10 50/6 Plug 0 200-240 1 30 47-Plug 63 200-240 1 30 47-Plug 63 200-240 1 30 47-Plug 63 200-240 1 30 47-Plug 63 200-240 1 30 47-Plug 63 200-240 1 30 47-Plug 63 SA 50-100-240 1 Plug Max 60 400 3 60 DISCON NECT 240 3 23 60 Disconn ect Plug Plug Plug 480 3 100 60 Disconn ect -- - 110 400Hz ~roundin, Volt ]' .. ~ C: QJ u E QJ C. .. Q "' z -0 --., iii U) ±! QJ U) ... ·u C. U) C. .. E .. E 0 ., ..g ..c: C. <( a. <( .,, "' -'\r Cl B Heat Load Comments To Air ~ "' ~ -QJ "' bl) :;-.. L .. QJ QJ ~ a. I'-.'; ~E ~~· Ml (i ~ rv I PF ILi J\1' 9 To Water ~ :;-.. ., a. :,, 14 Cl lj I ~ -QJ bl) .. t ~ rE J tr ~ 20 ,,, Rl ll~BAD 1)1'1 ,-. .-..~ l ~''-"''' C/};/5/$21/ Utility Matrix for [Nordson Asymtek] Functional Area [Valves department] Prepared by [Jerry Enciso] Equipment Information Air 11 Gas Requirements 11 Process Cooling Electrical Heat Load I jComments 0 ~ z -;;;-_, ~ X "tJ Cl a, X "tJ ~ ·;; e "' c.. C .... 0 ,a, 'in a, C ..c: Name, Description a, 1: E Item No. I and Manufactyrer Model No. i5 ::, u Workbench 60x30 in. 1 (x8) Exhaust lvac. 11 Comp.Air Natural Gas Cooling Water J Branch Circuit if Load 440volt 240/208 Volt 110 I 400Hz I Grounding 11 To Air I To Water Nitrogen Process Gas· Unknown Volt .--- I I I ~ E a, 2 ~ 2 ..c: ~ ti a. ta 'i "' ... ::, ci. a, "' f "' ~ 0 i .'!l .... ·s C c:: c:: c:: E "' ~ C ·cr i i 'i u.. CT 0 a, a, a, a, !d. ~ u 0 ~ a, E UJ u E a. E E a, a. "' a. u.. "tJ -a, N .... "15 E .... ~ i5 "' ~ Vl "' ~ "' ~ ~ ~ -~ -a. "' -u a, 0 :i:: a, a. z z z "tJ a, a, -~ ·;:: a, a, " ..0 "' "' .... bO c.. 0 -bO -a, "15 bO bO .... "' ti I--a, "' "' a, "' a, "' a, "' .... "' -"' u ..0 a, 'in 'in 'in 'in a, ~ ::, .... ;: "' ~ "' a. bO a. "' "' a. "' a. "' "' a. "' ·cr -" t -" ... ~ ::, ..c: .§ a. .§ a. "' a. '5 a. :i:: ..c: "tJ a, ±: "' E E "' ±: E "' E .... "' E 0 a, "' "' a, ... u --"' --u.. u C: 0 a, 0 ..c: ::, ..c: g ..c: 0 ..c: a. a, > a, ~ i5 u C c.. c.. I!) c.. c.. u C 15 C U:: Cl > c.. <( c:: <( c.. <( c.. <( > c.. <( "' Vl c.. <( c.. Vl u u N/A N/A N/A N/A 100 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20 N/A N/A N/A N/A N/A N/A N/A N/A N/A Data on all 8 stations 2 Desk 48x24in. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20 N/A N/A N/A N/A N/A N/A N/A N/A N/A Data and Voice 3 Oven 24x24in. X N/A I N/A N/A 100 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20 N/A N/A N/A N/A N/A N/A N/A N/A N/AJ 3" dia. gas exhaust, 120 ft per 4 Oven 24x24in. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20 N/A N/A N/A N/A N/A N/A N/A N/A N/A 5 Air Clean 24x 30 in. N/A N/A N/A N/A 100 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20 N/A N/A N/A N/A N/A N/A N/A N/A N/A 6 Test Unit S-9XX Unit 64x 32 in. EJ~[ill N/A 1100 11 N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I 20 I N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A Utility Matrix for Nordson Functional Area Specials Integration-Select Coat { C) Prepared by Dave Stewart Equipment Information Name, Description Item No. I and l'v1anufactyrer Model No. I i _, X Cl X 3 "' C 0 ·;;; C a, E 5 0 z ..... "' a, >-"C a, "C -~ 0.. .... a, a, ..c "' ..!. ::, u • _ . _ 1 •. _ · _ .--• ---·-l DE -_____ EJ ____ ---r_·7----[:-, ·~"'"" WI ~_J <··.J. I 2 I Workbench (xl0) --- 3 I Desk (xl) 4 Computer Station (x5} 5 Supervisor Desk (xl} 6 I Printer (xl) Air Exhaust lvac. ~ a, ..c C. i1II "' 0 E ~ -0 NA INA INA NA INA INA NA INA INA NA INA INA NA INA INA II Gas Requirements I. I Comp. Air Nitrogen Process Gas Natural Gas ~ u 0 QJ N C. :c !!!.. "' ·;;; ·;;; ·;;; ·;;; a, .E C. .E a. "' a. .E a. :c ..c --"' --u.. u u l'-u 0.. (!) 0.. _U_ 0.. u 5 ----- NA 1120 I INA INA I INA INA INA IINA INA INA I INA 1100 I INA INA I INA INA INA I INA INA INA I INA INA nNA ,NA IINA INA INA I INA INA INA I INA INA IINA INA IINA INA INA I INA INA INA IINA INA IINA INA IINA INA INA I INA INA INA I INA INA I INA INA I INA INA INA I INA INA INA 11 Process Cooling Electrical Heat Load I jComments Cooling Water Branch Circuit if Load 440volt 240/208 Volt 110 400 Hz Grounding To Air To Water Unknown Volt E ·1· a, a, ~ ... ~ ~ € .... .... ::, ci. "' "' ~ a, .... ·s 0: 0: .... C 0.. "' l'! C" 0 a, a, a, a, u 1ir ~ 3 QJ E LU -~ ~ C. E E a, C. V1 C. -s,: -... -.; E .... ~ ~ "' ~ "' Q !!!.. 3 -3 -C. "' ~ ~ -z z a, a, •;:: {!!. a, -"C s,: a, s,: .... .... .!!!! 0.. ti/) --a, -.; :;-E ~ ti/) "' "' "' "' a, "' 0 "' a, "' "' a, "' a, "' .... ·;:; "' 3 ::, iii ;:: "' C. ti/) C. "' C. "' C. ~ "' C. "' ... .!= .... "' "' .!= "' "' a, "' a, "' QJ i5 "C ~ 0 a, 0 ..c E 2 E ..c 0 E ..c E 0 ..c E 0 a. a, > QJ ~ 5 'ii: Cl > 0.. <( 0.. <( 0.. -> <( 0.. <( > 0.. <( "' V1 0... _....s_~ ,N:7 IINA INA INA INA INA !NA Izzo '3o h lzo INA INA INA INA 'NA IINA 'NA 'NA need 9 drops with qty 1 220 volts, JINA INA INA INA INA qty 4110 volts and qty 1 air each plus data IINA INA INA [7::-i ,NA 'NA INA INA 'NA 'NA INA INA INA ,- 20 NA NA NA NA NA NA NA NA NA need 10 drops with qty 1 air and qty 4110 volts each plus data I INA INA INA INA NA NA NA NA NA NA NA NA NA NA 20 NA NA NA NA NA NA NA NA NA need 1 drop with qty 4110 volts each -I INA INA INA INA NA NA NA NA NA NA NA NA NA NA 20 NA NA NA NA NA NA NA NA NA Need 5 drops with qty 1110 and data ,__ I INA INA INA INA NA NA NA NA NA NA NA NA NA NA 20 NA NA NA NA NA NA NA NA NA need 1 drop with qty 4 110 volts . each and data I INA INA INA INA INA IINA NA NA NA NA NA NA NA NA 20 NA NA NA NA NA NA NA NA NA need 1 drop with qty 4110 volts each and data Utility Matrix for [Nordson Asymtek] Functional Area [Engineering Lab] Prepared by [Steve Cunningham] Equipment Information Item No. Name, Description and Manufactyrer Model No. 1 Spectrum Machine xSI S-9XX Unit 2 3 4 5 6 7 8 9 10 11 12 Selectcoat machine x2 Quantum Machine x2 Dispensemate machinex3 Axiom Machine xl DIMA Machine xl Workbench x7 MH-900 loader x2 S-94X Unit Q-6800 D-585 X-1010 Conexis na MH-900 na g ..., X Cl X :!:: "' C: 0 ·.; C: a, E i5 ? ? ? ? ? ? (same as S- 94x) 73x36 in. ? (same as spectrum) 74x36 in. 0 ~ ~ -c a, -c -~ a. ~ a, .<:: "' ,!. a Exhaust ~ u.. ~ tl E i5 ~ u.. ~ -c a, .0 .0 2 u ~ Air Vac. E a, .<:: a. "' 0 ! b "' a, .<:: u C: N/A I N/A I N/A Ill N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A DI N/A I N/A I N/A N/A I N/A I N/A BBr~~ Comp.Air ~ ·.; ..':: a. N/A I 100 N/A I 100 N/A I 100 N/A I 100 N/A I 100 N/A I 100 N/A I 100 N/A I 100 Nitrogen E ]: a. N/A IN/A N/A IN/A N/A IN/A N/A IN/A N/A IN/A N/A IN/A N/A IN/A N/A IN/A Gas Requirements Process Gas ~ ·.:; a, a. : 11, E ~ c.. 'ti N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A Natural Gas ·.; ..3: _O.. __ :c u.. LI_ 0 "' :c ID .<:: u C: N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A- N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A N/A I N/A I N/A ~ .l!l 3 i5 Process Cooling Cooling Water ~ .l!l 3 ~ t; ::, -c C: E E ii ~ a, C. E {!!. ~ C: E C. ~ ] _u.. ci. ·5 CT UJ .... "" a. .Cl ai Cl N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A Branch Circuit if Load Unknown ~ ~ ~ a, "' "' .<:: a. "' a. i tl a, C: C: 0 u "' i5 0 Ill) ::, c:: 440volt ]' "' c:: a, E "' 3- :g_ E 5c ~ a, "' "' .<:: a. Electrical 240/208 Volt ~ ·.:; a, a. !!!. g,,, .Cl ~ ]' "' a: a, E "' 3- "' C. E 5c ~ a, "' "' .<:: a. 110 Volt ]' "' c:: a, E "' 3- "' a. E 5c ~ 0 ~ 400 Hz ~ a, "' "' .<:: _o,,_ "' C. E 5c Grounding -c .l!l "' 0 "' ~ u a, a. !!!. iii ·.:; a, C. ~ Heat Load To Air I -"' "' a, a. I a, Ill) ~ a, ~ To Water I -"' "' a, a. I a, Ill) ~ I N/A I N/A I N/A I N/A I N/A I N/A I 220 I 30 N/A I 20 IN/A IN/A IN/A IN/A IN/A II N/A IN/A IN/A IN/A N/A I N/A I N/A I N/A I N/A I N/A I 220 I 30 N/A I 20 I N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A I N/A I 220 I 30 N/A I 20 I N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A AAIAAl~IAAl~IAAl~l~IAAIWl~l~IAAIAAI~ N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A I N/A I 220 I 30 N/A I 20 I N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A I N/A I 220 I 30 N/A I 20 I N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A AAl~l~l~l~l~lnot~1AAIWl~l~IAAIAAI~ N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A I N/A I N/A 1220 I 30 N/A I 20 I N/A I N/A I N/A I N/A I N/A N/A I N/A I N/A I N/A N/A 110011 N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A I N/A I 220 I 30 I N/A I 20 I N/A I N/A I NiA I N/A I N/A 11 N/A I N/A I N/A I N/A N/A I N/A I N/A 11 N/A I N/A 11 N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A N/A I N/A I N/A 11 N/A I N/A 11 N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A N/A I N/A I N/A 11 N/A I N/A 11 N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A 11 N/A I N/A I N/A I N/A Comments Roof drop for power, air, and data. All stations Roof drop for power, air, and data. All stations Roof drop for power, air, and data. All stations Roof drop for power, air, and data. All stations Roof drop for power, air, and data. All stations Roof drop for power, air, and data. All stations Roof drop for power, air, and data. All stations Roof drop for power, air, and data. All stations Utility Matrix for [Company Name] Functional Area Cleaning Storage Prepared by [Name] Equipment Information Name, Description Item No. I and Manufactyrer Fl 111 I R~frigerator Fl Model No. ]: ...J X Cl x 3: "' C: ·~ C: a, E i5 1.2X0.95Xl.9 5 0 I z -;;;-a, >--c a, -c C: ·;; .g e .. 0. u ..... 0 a, -a, ..... .c: C: ; ~ ::, u u Air 11 Gas Requirements Process Cooling I Exhaust IVac. 11 Comp. Air 11 Nitrogen 11 Process Gas Natural Gas Cooling Water ~ ,;::- a, .... .c: !'! a. ... ~ l3 ::, ci. ~ .El ... ·5 ~ LL E .. I! er ~ ~ ·;:; 0 ~ a, E UJ a, a. LL -c 0 a. N ... "iii E ti ~ a, V, :c .El ·.:: ~ a. t; ..0 "' -"' .. ~ ..':!l 0. ..0 a, ·;;; ·a ·;;; a, .. !'! 2 .c: "' .c: 3: ::, 'w ;: .... _'5_ a. '5 a. "' '5 a. :c i5 u u --.. --LL u iS -c :s 0 aj -____<ll_ .!: 0. 0._' l!) 0. 0. u_ .!: .!: U: Cl ti Branch Circuit if load Unknown t; a, C: C: 0 u (j" "' ~ i5 C: a, 0 .,, I ., "' ::, ~ ~ a. er bl) E ~ ::, 0 .c: > 0. <( a: Plug - Plug - 115 11 16.5 IGO I Plug - Plug - Plug Electrical 440volt 240/208 Volt ]" ]" .. ~ .. a: a: a, a, a, E a. E V, .. ~ -.. §: z QJ z ---Ill) a, "' a, "' a. "' .l3 a. "' E .. 0 E .. .c: .c: <( 0. > <( 0. 110 Volt I a: a, E .. z -"' Q. E <( 400 Hz ~ a, ~ "' ra 0 .c: > 0. Grounding ~ a, a. .!!!. -c "iii QJ "' ti a. ·;:; E ~ QJ a. <( V, Heat load Comments To Air To Water [ ~ ~ ~ "' --; a, "' bl) "' Ill) --:;; ~ I! -" ra a, ra a, a, ~ a, ~ 0. 0. ; ,I I I 11 I 11 I 11 I I 11 I I 11 I I 'I I I 1----1---+---,f---t---+----+--f----+----+-+----+--I--I----I---+---, I I I I I 1------------1 Features and Benefits • Touch screen control and graphical user interface give real-time process information • Flexible shelf architecture allows processing of a wide variety of piece parts, components or carriers • 13.56 MHz RF generator with automatic matching network delivers excellent process repeatability • Convenient facility hook-ups for periodic calibration requirements used in validation processes State-of-the-art plasma treatment in a compact, bench-top configuration The AP-600 system from Nordson MARCH is designed to deliver exceptionally uniform plasma cleaning and treatment with unmatched ease of operation, reliability and low cost. The AP-600 system is completely self-contained, requiring minimal bench space. The system chassis houses the plasma chamber, control electronics, 13.56 MHz RF generator, and the automatic matching network ( only the vacuum pump is external to the system). Maintenance access is provided through an interlocked door or removable panels. The plasma chamber is constructed of high-quality aluminum with aluminum fixtures for superior durability. The plasma chamber supports up to 7 removable and adjustable powered or grounded shelves to accommodate a wide range of piece-parts, components, and part carriers including magazines, trays, and boats. .. l ' :1 l j Plasma cleaning, surface activation and adhesion improvement The AP-600 system is suitable for a wide variety of plasma cleaning, surface activation and adhesion improvement applications. These capabilities are used for semiconductor manufacturing, microelectronic packaging and assembly, and by manufacturers of medical and life science devices. The AP-600 system can accommodate a wide range of process gases including argon, oxygen, hydrogen, helium, and fluorinated gases. The system comes standard with two electronic mass flow controllers for optimal gas control, with another two available optionally (four total max.). ("ii;ison MARCH Specifications: AP-600 Plasma System I Encl= ~ W x D x H -Footprint--~--~-----~-__ ----~-~-~if ;i:/: ::~~ ~;~;~ tm· -~-~~----_ ----·· ~ Dimensions ; Net Weight i 221 kg (487 lbs) L .. ----··-----·-. ···-·-.... : Eguipme_nt Clearan~~:~-~-~~~==~~=·=·:·1:_B!9ht~ Left, Front-569mm~{~? i_~)!.:~a~k~~-~finii (19}11j .: r·-··-··-··· ····-·-·-···--: Maximum Volume : 50.4 liters (3076 in3) ' ---·--·---·--·-··-----·---·--------------· ··-----· ·--·-·--. ··---~ Chamber ,_ Variable Electrode Confi_gurations .... : _!'.C?~~r~Grou!1d,_§.~_1:1!1d~!:0~_13r1 _f'()'-:V~r~!:()YYe!:. _ .... _ _ _ _ _ t-.---·------.-----· J!-~:t~:~:fp~::~trode Positions·---·-:-~s.4.mm(:i-fnT····--··· _ ···---·. _ _ ---. ~-------··-· ··-1·----. ·----··-·--·-··-·---------. -·--·--·---------·--... j I Powered Working Area : 330W x 330D mm (13W x 13D in.) i Electrodes --Ground/Perforat~~-~~i:_k_!!lg -A~ea_---~-: 368W X 330D IT!~i1_4.5\/'! i-}3D !!1-) ~ -: L _____ ..... _______ f Floating Working Area , 330W x 330D mm (13W x 13D in.) ,-----------1 --·---·-----. ·------. -·· ---·-·--. -· --1 RF Power : Standard Wattc!g_~ _______ --··-·· -· . : _ _!>Q.Q. W ________ ·-_ . _ f~~~ ~:;;;,~~-=·1~~~:Wa~~;~}owv~1umes -: ~-_---~ --~ J~:~~~5~~ 1oq,_~so-9~-~9~-ii~~ L . ....:... . ____ J Maximum Number of MFCs i 4 l~~t~gf~~&~:-.~~~];:;;:;;~n1;~:;t~~-~ ··=-~-~. ·_ ·-. ----f!~~~;t:tt~t~~~:~c~J~re~~ l!lter.face 1 -~ o •• ~.. r Standard W~t~~mp ____ --· . '._ 19.5 cfm with Oxygen Oil Mist Eliminator -· ' Vacuu=~J ~~!::!*¥:~~unlp ....... · .... ; i~~:w~~Co~v_•ou~istEliminaror . . . , 110 VAC, 20A, 50/60 Hz, Single Phase, 12 AWG, 3-Wire or l --~~~~~ -~up~ly ···----__ _ ____ _ ___ .. _ 220 VAC, 1 OA, 50/60 Hz, SingJe Phase, .12 AWG, 3-Wire ~ : Process Gas Fitting Size & Type ' 6.35 mm (0.25 in.) OD Swagelok Tube i : _ _?r~C?!~~~!l!i_~uri!r .. ____ ···--______ :_~~~9.~~ec!_r~!1J~_~r~<!~ ·-·-·--___ .......... _ _ ~ :_ Process Gas Pressure .. _ __ __ ... __ ' _0.69 bar (10 J?Sig) min. to 1.03.bar (15 psig) max., regulated I _.Purge Gas Fitting Size & Type ___ '_ 6.35 mm (0.25 in.) OD Swagelok Tube .. ~ Facilities : '--~urge Gas Purity _ _ __ ....... -·-__ . . Lab or Electron~_ ~~~e N2~CD~--_____ -·-· I , Purge Gas Pressure ___ ···-·--··· -·--2 bar (30 psig) min. to 6.9.bar (100 psig) max., regulated . _ _ j : Pneumatic Valves fitting Size & Type : 6.35 mm (0.25 in.) OD Swagelok Tube ~ : Pneumatic Gas Purity .. -------·-· ·; -GOA~ Oil Free, Dewpoint S7.;-C-{45°F)~ Particulate Size <5 µm I : Pneumatic GasPressure .. --·-... ---: 3.45 bar (50 psigf.min.-to-6.89 bar(100.psigfmax~.-reguiated . . J-··------------··--· -----········--···· '····-----··--·-----------·-------·--·········--· . --··-· ··-·· ......... . ~-·---.. :-----·----··.]; ;~~~ust ·····---···--··· _ .. ··--·---(--~~j~;(~H~~j~~~:ai~~}ang_E3__ ... _ -· ..... · ... . I compliance J·1nte.rnationa1· -· . -----... --····· ·:-cE-Markeei __________ ------.. . . . . . . . r~cillary . J~as ~;ne~t;~ . . . . . . . . ~:e::~%~':~~I Non.Optional Hardware) , Equipment -·---:-:--; --· -· · ---· ·· ... -----· L,=-----.. --. fa_!:lhtl~~-. . . . -·-. i Chiller,_Scrubber For more information, speak with your local representative or contact your regional office. North America Headquarters Concord, CA +1.925.827.1240 China Shanghai +86.21.3866.9166 www.nordsonmarch.com Published 2015-03-14 EMEA Maastricht, Netherlands +31.65.155.4996 S.E.Asia Singapore +65.6796.9500 Korea Seoul· +82.31.736.8321 Taiwan New Taipei City +886.2.2902.1860 info@nordsonmarch.com India Chennai +91.44.4353.9024 {'ii;ison MARCH 1r: TPSM Thennal Product Solutions >>>Blue M 1100 C Large Chamber Utility Box Furnace_ 1100 C Large Chamber Utility Box Furnace Our 1100 C Large Chamber Utility Box Furnace is available in four chamber sizes to meet demanding applications. The insulation and heating elements maintain uniform heat distribution for an energy efficient design. Vertical lift door option for easy access. ~ Features • Moldatherm® insulation with fully embedded heating element • Double wall construction • Replaceable Moldatherm® hearth plate • 208/240V configurations • Fuzzy logic super control to suppress temperature overshoot • Temperature -1100°c (2012°F) Maximum • Chamber Sizes -4.5 Cubic Feet -36 Cubic Feet DIM~ Elite Dispenser for multiple applications r :}:; *· , Elite Dispenser DR-060 ·JP-,.· The Elite Dispenser is combining flexibility with high speed and accuracy. This is opening doors when large production volu- mes are required. The Elite Dispenser is designed to be fast in the first place, without ignoring the need for flexibility. The Elite Dispenser provides both flexibility and speed by being able to mount up to three valves. Many different dispense applications can be handled with the Elite. In case of Dam & Fill at least two valves are needed. One for the high viscosity dam material and the second for the lower viscosity fill material. In case of a Glob- Top only one dispenser is required. With a maximum speed of 1000 mm per second and an overall accuracy of 50 micron at 3 sigma, the machine is also ideal for high speed and high accuracy applications like dispensing dots of solder paste or SMD adhesives. This performance is made possible by utilizing linear encoders for all movements within the machine. Like in all DIMA machines a camera is part of the standard package, as well as the unique off-line programming software. You can work with component, package and fiducial libraries and DIMA also created a dispensing library to store all available information about different materials, dispense valves and all neces- sary parameters needed for a repeatable production.The standard package even includes the ESI fiducial alignment software making the Elite Dispenser into an ideal dispensing platform for various different applications. The Elite can be equipped with all DIMA dispense valves whether it is pneumatic or electrical driven. Even the piezo actuated jet val- ves and the progressive cavity pumps (PCP) can be used. A standard feature within the Elite is that all air pressures used in the Elite (main air pressure and tank pressure) are being monitored in order to control the process and with that guarantee the process repeatability. The Elite is modular build, so options can be added to the machine on a later date. ~ ;~~ Main Features .t·. > High speed (up to 1000 mm/s) > High accuracy (50 µm @ 3 sigma) > Teaching camera standard . > Advanced monitoring for process control > Linear encoders > Easy track© off-line programming software > Wide range of valves > Standard up to 3 heads > Modular system free to configure > Automatic fiducial alignment .... Applications :'~-~ ', Bonding '1'1-11 11,1 ~-- Soldering ~.., lt Detailed information , :i -.;J,:S:;"~- Machine Configuration The Elite Dispenser is configured with a camera, computer with DIMAsoft user software, a base for up to 3 dispense valves, one electronic pressure sensor for the main air supply and one sensor and regulator for material pressure. The Elite platform comes as a batch machine but can be upgraded to an in-line machine. Together with the unbeata- ble DIMA Easy track® offline programming software and the DIMAsoft User interface DIMA has created the ultimate dispensing machine. Options Available options for the Elite Dispenser are a.o.: multiple heads, pin chain conveyor, automatic XYZ nozzle calibration, flow monitoring, dynamic flow adjustment, touchless valve cleaning, laser height detection, reservoir empty detection, and barcode and track & trace software. Detailed information can be found in our Dispensing Option brochure. Di~pensing Valves The following valves are available for a variety of different dipsense applications DD-5100 DD-5130 DD-5131 DD-5161 DD-5162 DD-5140 Archimedes screw valve Stainless front closing needle valve (low volume) Stainless front closing needle valve (medium volume) Jet valve (max. 2500 cps) Jet valve (max. 100.000 cps) PCP pump Valve Mount Assembly DD-5100 DD-5130 DD-5131 DD-5161 DD-5162 DD-5150 Valve mount assemblies are available in several different models depending on your requirements. Standard the Elite Dispenser is equipped with a XY-axis and 1 Z-slide module. On this Z-slide module any of the DIMA dispense valves can be mounted. If rotation and tilt is required the Z-slide can be upgraded to Z-slide with rotation and tilt (even as a field Upgrade). The Elite Dispenser has two free slots left to install two extra Z-slides, with or without rotation and tilt. If installing three slides, only 2 can be Z-slides with rotation and tilt (Z-RT). Head with Z-RT-slide and Z-slide DR-2010 Z-Slide with integrated rotation and tilt function DR-2000 Z-S/ide 2-Movement One important feature of the DR series is that all valves can move independently up and down with a stroke of 105 mm. In this case pro- gramming a board is easier than when valves only have a 50 mm height difference between each other (like with other machines). ,,. Detailed information , ;.;,:·, · DI MASO FT® The Elite series of machines come with the unique DIMASoft user interface. In combination with the standard CCD camera this Windows based software is a very powerful and user friendly tool. The DIMASoft provides libraries to store all available information like, different type of materials, dispense valves, fidu- cials, material pressure, atomizing air pressure, line speeds, line widths, dot sizes etc. This information can differ for each individual program and parame- ter setting are being monitored during production for process reliability. Off/ine programming ._., ____ I'! -•• ' -• •C --" _._ I ::::.._ ;::. ::. --:. ··~-~;::~~~ :: ! I -,~--CEJ~ fil:i~-"~ :J~· 1·:-_ -!!lE=:i~G:l~E:EI .. -------------- ~c~i-11 ~~:~~~. =-'§§~,! ~ ::,~ :r ~-==.-=== --~--tt'-·~02 -=-..,,_ Fiducial screen Pressure screen Dispense screen dot dispensing Easy track off-line software Selective coated board under UV light DIMA is the first company that has succeeded in providing true off-line program- ming software. In order to use it correctly a top view picture of the product is nee- ded together with at least two reference co-ordinates. Through these co-ordinates the product can be scaled within the software and the off-line camera image that includes scales images of all available nozzles it becomes child splay to off-line program the product using the available dispensing library information. The Easy track software even provides an off-line cycle time calculation of the program. This software ensures the highest level of productivity for the DIMA machines. CAD-Conversion Software In case dots of solder paste, or SMD-adhesive need to be dispensed on a printed circuit board, DIMA can supply CAD- conversion software called CAD4DIMA. With this software a CAD-file (file containing pick & place coordinates, package information, component information etc.) can easily and offline be converted into a file that can be used on the Elite Dis- penser. Through this software the position and size of each dot is automatically generated. Pressure Reducing Valve and Sensors The Elite platform is standard equipped with three electronic pressure sensors. One for the main air supply, one for material supply and one for the atomising air supply. Product Handling To handle your products a variety of systems can be offered from a static fixture up to an automatic in-line transport. The Elite Dispenser comes standard with a static work holder but can easily be upgraded to a machine with in-line chain pin conveyor, or belt conveyor with product clamping. Other conveyors are available as well. 10 liter material tank Material Handling and Features For each type of material that needs to be processed, a sepa- rate material reservoir/tank is required. In most cases the ma- terial is transferred from the reservoir/tank by compressed air. Optionally a pump can be used. Material reservoirs and tanks come in a large variety of sizes and can be chosen depending on the demand per day. All reservoirs and tanks can optionally be equipped with low level detection. This prevents the machine from running dry. Three electronic pressure sensors Pin chain conveyor DR-2150(-3) Small material tanks Elite Dispenser DR-060 Type Dimensions (LxWxH) Stand-alone In-line Three stages Motion Type: x:f velocity x:f acceleration Z-axis velotity x:fZ resolution Positional accuracy Rotation Dispensing machine 1330 x 970 x 1470 mm (+500 mm for signal light) 1330 x 1430 x 1470 mm (+500 mm for signal light) 1330 x 1790 x 1470 mm (+500 mm for signal light) Close loop servo drive with linear encoder 1000 mm/s. 1000 mm/s2 1 g 0.25 m/s 1 µm 50 µm @ 30' (sigma) 370 degrees (with DR-2010 only) Work area (based on one valve on Z-slide) Stand alone 525 x 420 mm -2-movement 105 mm ln-lfne chain conveyor 525 x 410 mm -Z-movement 105 mm In-line belt conveyor with clamping 525 x 420 mm -Z-movement 105 mm Conveyor systems (without option that can cause restrictions) Min./Max. conveyor width (chain) 32mm / 41 O mm (manual adjustable) 32mm / 410 mm (automatic adjustable) Min./Max. conveyor width (belt) Board Clearance Top-& Bottom·side Interface Controller User Interface Facility requirements Power Requirement Air Requirement Extraction {when required) Noise: Weight 32mm / 420 mm (manual adjustable) · 32mm I 420 mm (automatic adjustable) 100mm Integrated microprocessor controllers PC controlled running on Windows™ with DIMASOFT® user interface 220-240 VAC, 50 -60Hz, 2500 Watt 6 bar, 85 PSI, 100 Umin 250 m3/h Noise emission during operation < 70 dB(A) 510 kg without tanks Standard features General machine and material pressures are software-controlled PC with LCD monitor, key board and trackball 1 Teaching / fiducial alignment camera ESI fiducial alignment software 1x 2-slides (2x open position for optional 3 valve) Easy track off-line programming software Static PCB holder Stainless steel interior Solvent-purge station with cup Optional features 2-slide with 4th axis and tilt Low level detection for material reservoirs and tanks Automatic nozzle calibration unit Automatic touch less nozzle cleaning unit Dynamic flow adjustment system (mass flow principle without moving parts) Dot size and position inspection software Valve and/or material heating Automatic conveyor width adjustment Material changeover system (manual or automatic) Bar code recognition system, 1 D or 2D Traceability and information log-software Signal light tower For more detailed information, please contact our Sales Representatives. We are very willing to explain you the product application opportunities, all the available system configurations as well as our customized tum-key automation facilities. We are pleased to serve you with the best process technologies and going for the best system fit into your manufacturing processes. Your success is ours too! w Copyright© 2015 by DIMA Group BV, The Netherlands. All rights reserved. Design, features, and specifications are subject to change without notice. ~ iTI Your Local Representative www.dimagrp.com DIM~ DIMA Group BV Beukelsdijk 2 5753 PA Deurne The Netherlands / T: +31 (0)493 352 752 F: +31 (0)493 352 750 E: info@dimagrp.com I: www.dimagrp.com Features and Benefits • High-speed SMA non-contact jetting for non- contact, highly repeatable dot diameters as small as 0.33 mm and shot volumes as small as 1.0 nanoliter • Enhanced pattern recognition system with robust blue-red on-axis lighting for a larger range of vision capability • Linear-encoded X-Y drive system for ± 0.076 mm placement accuracy for high-speed applications and ± 0.050 mm for high precision applications with lower component-per-hour requirements • Fast, accurate dispensing of a wide variety of fluids with quick tool-free material changeover for ultimate process flexibility The Axiom™ X-1010 dispensing system meets mid- range throughput requiremep_ts for inline, high- volume, high-accuracy SMT application of surface mount adhesive (SMA), solder paste and other materials such as electrically conductive adhesives. The system keeps pace with placement equipment in the 30,000 to 40,000 dots-per-hour production range. It can be configured with Nordson ASYMTEK's DispenseJet® DJ-9000 valve for jetting precise dot volumes without the need for mechanical needle standoffs or underboard support. When dispensing high-viscosity fluids like thermal grease, lid seal and dam materials as well as silver epoxy, Nordson ASYMTEK's Hell-flow® DV-8000 · servo-controlled auger pump, is the ideal choice. The DV-7000 model -with its floating-head design -is well suited for footed needle applications, like dots of solder and silver paste. The X-1010 system supports N ordson ASYMTEK's other valve technologies depending on application requirements, including positive displacement, spool, and time/pressure valves. -~ : : -·-·- \ The standard Axiom system is configured with Nordson ASYMTEK's Fluidmove® for Windows XP (FmXP) software which allows an operator to accomplish basic production tasks while providing engineers a user-friendly interface to develop programs for a wide variety of applications. With the CAD import software utility, FmXP programs can be quickly and efficiently developed offline using existing CAD-generated data, or a file from a component .placement machine. Configurable for single-or dual-pump dispensing to accommodate a wide variety of fluids, processes and applications, the X-1010 system flexibly fits a variety of product line configurations. Dual-lane configuration is also available for high-volume production. Integrated with Nordson ASYMTEK's loaders/unloaders, wafer film-frame or bare wafer handling equipment, the Axiom system interfaces with other equipment upstream and downstream from the dispensing operation with SMEMA- standard hardware and software protocols. C-son ASYMTEK Specifications: Axiom X-1010 SMT Dispenser Motion System X-Y Placement Accuracy: ± 0.076 mm (0.003 in.), 3 Sigma (fast mode) ± 0.050 mm (0.002 in.), 3 Sigma (high precision) Z Accuracy: ± 0.025 mm (0.001 in.), 3 Sigma High Precision Z Accuracy: ± 0.012 mm (0.0005 in.), 3 Sigma X-Y Repeatability: ± 0.025 mm (0.001 in.) Encoder Resolution: 5 micrometer X-Y Acceleration: 1.0 g peak with S-curve jerk control X-YVelocity: 1 m/s (40 in/s) peak X-Y Travel: 501.4 x 541.5 mm (19.7 x 21.3 in.) Z Travel: 89.0 mm (3.5 in.) X-Y Type: Brushless DC servomotor driven, low- inertia, closed-loop, high-resolution cable drive with linear-encoder feedback Z Type: Brushless DC servomotor, rack and pinion Z-drive with precision encoder feedback Dispense Area (X-Y) DJ-9000, DV-8K, DV-7K: 458.2 x 459.0 mm (18.0 x 18.1 in.) DP Pump: 442.2 x 418.6 mm (17.4 x 16.5 in.) Dual Action (Valve 1Nalve 2) DV or DJ /DV or DJ: 356.9 x 432.5 mm (14.1 x 17.0 in.) DVorDJ/DP: 353.0 x 394.2 mm (13.9 x 15.5 in.) DP/DP: 309.0 x 394.2 mm (12.2 x 15.5 in.) Vision and Lighting Vision: Automatic pattern recognition system allows for optical registration of the work piece to reliably locate dispensing sites ( can compensate for up to ±7° rotational part misalignment) Lighting: On-axis red/blue LED with 255 independent light levels for each color Field of View: 7.0 x 5.0 mm (0.28 ~ 0.20 in.) Conveyor Two-station (prequeue, dispense) O-Ring (Flat Belt , optional) SMEMA-compatible: Height adjustable between 891.0 to 965.0 mm (35.1 to 38.0 in.) Width-Adjustment: Motorized, variable 19.0 to 459.7 mm (0.75 to 18.1 in.) Computer Computer: Windows XP PC User Interface: LCD flat-panel display; ASCII keyboard/mouse; 10-100 MBS Ethernet port; DVD ± RW; USB port Page 2 of~ Software User Software: Fluidmove® for Windows XP; CAD Import (3-user license) Operating System:Windows XP Fluid Delivery Method Supports all Nordson ASYMTEK jets, encoded auger pumps, positive displacement, spool and pressure/ time valves Facilities Requirements System Footprint: See illustration Air Supply: 621 kPa (6.2 Bar, 90 psi) Power (Mains): Adaptive power supply that accommodates supply voltages between 200-240 VAC, single phase, 30A, 50/60 Hz System Weight: 435.0 to 490.0 kg (960.0 to 1080 lbs.) depending on configuration Crate Dimensions: 1930.0 x 1321.0 x 1981.0 mm (76.0 X 52.0 X 78.0 in.) Crated Weight: 680 kg (1500 lbs.) Standards Compliance SEMI-S2; SEMI-S8; SMEMA; CE Other Standard Features Calibration Module: vacuum purge station and needle sensor Light Beacon with audible alarm Low Pressure Sensor Tactile Height Sensor Optional Features Cleanroom Compatible Dual-lane Configuration Dual-action Dispense Head for selective dispensing of two different materials Exterior 600 cc (20 oz.) reservoir for offline bulk fluid feed High Precision Z Axis Laser Height Sensor Lift Pins (with or without vacuum) for underboard support Low Fluid Sensor Material Handling: Freestanding Loaders/Unloaders, · Film Frame Wafer; Bare Wafer Mass Flow Control Module for fluid weight calibration and automatic flow rate adjustment (Nordson ASYMTEK. patented) RID Needle Heater SECS/GEM Interface C-son ASYMTEK Axiom X-10·10 SMT Dispenser i----1443 (56,8)1 Dimensions in millimeters (inches).* MAIN POWER AIRIN 2180 (85.8) MAIN POWER TOP VIEW FRONT WINDOW /DOOR ___ 1288 --..... (50.7) 1970 (77.5) ~ 1016 (40) 15 (6) 1--800 __J (31.5) I FRONT VIEW * All dimensions taken with board transfer height of 965 mm (38 in.) Nordson ASYMTEK +1.760.431.1919 Phone info@nordsonasymtek.com Email 2747 Loker Avenue West Carlsbad, CA USA 92010-6603 www.nordsonasymtek.com Published 2012-02 FLAT PANEL 1600 (63) 1473 (58) l For more information, speak with your local representative or contact your regional office. Nordsonasymtek.com North America Headquarters Carlsbad, CA, USA +1,760.431.1919 info@nordsonasymtek.com China Shanghai +8621,3866.9166 info@asymtek.cn Beijing +8610, 8453.6388 info@asymtek.cn Guangzhou +8620.8554.0092 info@asymtek.cn Europe Maastricht, Netherlands +31. 43.352.4466 cs.europe@asymtek.com Japan Tokyo +81,3,5762,2801 lnfo-ip@nordsonasymtek.com Korea Seoul +82,31. 765.8337 info@nordsonasymtek.com India Chennai +91. 44.4353.9024 info@nordsonasymtek.com S.E. Asia/Australia Singapore +65.6796.9514 info@nordsonasymtek.com Taiwan +886,229.02.1860 info@nordsonasymtek.com ~son ASYMTEK Features and Benefits • • • • • • • Accurate and repeatable dispensing in a benchtop platform Flexible for many dispensing applications Industry-proven Fluidmove® software Advanced dispensing capability, including Jet-on-the-Fly and Dynamic Dispense Control Automatic Pattern Recognition vision system for finding workpiece fiducials to reliably locate dispensing sites and correct for misalignment CAD Import available WEEE/RoHS compliance The DispenseMate® Series brings dispensing power to a compact package. In a benchtop format, m~y of today's advanced automated dispensing features are included with the basic model platform. Two models are offered with different work envelopes. The 583 model range of motion is 325 x 325 mm, and the 585 model is 525 x 525 mm. The DispenseMate® platform provides similar dispense control technology as Nordson ASYMTEK's most advanced dispensing systems, including closed-loop DC servo motion control,Jet- on-the-Fly jet dispense capability and Fluidmove® for Windows® software for user-intuitive programming. The DispenseMate® provides excellent dispensing control in a benchtop configuration. Page 1 of3 Fluidmove® programs are easily moved to other Nordson ASYMTEK series systems, including the Spectrum'™ II and Quantum® inline platforms, allowing you to easily ramp production as your business grows. In addition, Fluidmove® provides SPC data-logging for process traceability. Offline Mass Flow Calibration (MFC) can be accomplished by weighing samples on a 'user's own scale and manually inputting the measurements into Fluidmove® for automatic flow rate computation. Other standard features include an integrated height sensor, and a vision system for automatic pattern recognition with programmable lighting for automatic correction of workpiece misalignment. Also included are dynamic dispense control which enables small-dot dispensing, programmable needle heat control with temperature monitoring, and data logging. Digital gauges simplify setup and offer increased programming accuracy. ~on ASYMTEK Specifications: DispenseMate® D-583/585 Motion System Type: Encoder resolution: X-Y positional accuracy: X-Y placement accuracy: X-Y acceleration: X-Y repeatability: Z-axis repeatability: Z-travel: X-Y max travel: D-583: D-585: Vision and Lighting Vision: Llghting: Computer Computer: Software User !!nvironment: Operating system: Brushless DC servo motors with closed-loop encoder feedback 10 microns ± 75 µm (0.003 in.) ±100 µm (0.004 in.), 3 sigma 0.25 g peak with S-curve jerk control ±0.025 mm (0.001 in.) ±0.025 mm (0.001 in.) 75 mm (3.0 in.) 325 X 325 mm (12,8 X 12.8 in.) 525 X 525 mm (20.7 X 20.7 in.) Vision system with Automatic Pattern Recognition Programmable, on-axis, red/blue LED, 256 steps Windows®-based laptop with mouse Fluidmove® for Windows® Windows® Fluid Delivery Methods Dispense] et®: NexJet® system: Auger pump: Valve: Payload Tool (z-axis): Total workpiece (y-axis): D-583: D-585: Dispense Area DJ-9000, DJ-9500 NJ-7 Hell-flow® DV-7000, DV-8000 DV-01B, DV-02, DV-03, DV-05, DV-07 and DV-09 3 kg (6.6 lbs) 5 kg (11 lbs) 3 kg (6.6 lbs) (fncludes mounted camera, valve, and height sensor) D-583: Without service station: 265 x 275 mm (10.4 x 10.8 in.) With service station: 220 x 275 mm (8.7 x 10.8 in.) D-585: Without service station: With service station: Page 2 of3 465 X 475 mm (18.3 X 18.7 in.) 420 X 475 mm (16.5 X 18,7 in.) Facilities Requirements System footprint (without laptop PC): D-583: 560 x 700 x 635 mm (w x d x h) (22.0 X 27.6 X 25.0 in.) D-585: 760 x 1073 x 635 mm (w x d x h) (29.9 X 42.2 X 25.0 in.) Air supply: 85 liters/min, 620 kPA (3 CFM @ 90 psi) Note: mqy be higher depending upon application Power: 100-240 VAC, 5 amps, 50/60 Hz, single phase Weight: D-583: D-585: 45 kg (99.2 lbs) 70 kg (154.3 lbs) Standard Features Dynamic Dispense Control (DDq Integrated height sensor Jet-on-the-Fly (JOF) Needle/nozzle heat control (integrated into vision system) Low air pressure alarm with adjustable set point Precision air regulators Tooling plate: D-583: 337 x 332 mm (13.3 x 13.1 in.) D-585: 537 x 547 mm (21.1 x 21.5 in.) Service station: integrated vacuum purge/needle tactile sensor Options CAD Import software program Low fluid sensor Needle heater control with software-programmable setpoints SECS/GEM interface System enclosure with external control box Additional options are available; contact Nordson ASYM'IEK for further information. r,;;.on ASYMTEK Dimensions: DispenseMate® D-583/585 Dimensions are in millimeters 75 Tooling Plate to Bottom ofZ-Head D-583(560) D-585(760) D-583(478) D-585 (679) D-583(650) D-585 (1075) D-583(642) D-585(881) Nordson ASYMTEK +1.760.431.1919 Phone info@nordsonasymtek.com Email 2747 Loker Avenue West Carlsbad, CA USA 92010-6603 www.nordsonasymtek.com Published 2014-08-22 Page3 of3 Top View (mm) Side View (mm) 635 For more information, speak with your local representative or contact your regional office. Nordsonasymtek.com North America Headquarters Carlsbad, CA, USA + 1.760.431.1919 info@nordsonasymtek.com China Email: china- info@nordsonasymtek.com Shanghai +86.21.3866.9166 Beijing +86.10. 8453.6388 Guangzhou +86.20.8554.9996 Europe Maastricht, Netherlands +31. 43.352.4466 cs.europe@asymtek.com Japan Tokyo +81.3.5762.2801 lnfo-jp@nordsonasymtek.com Korea Seoul +82.31. 765.8337 info@nordsonasymtek.com India Chennai +91. 44.4353.9024 info@nordsonasymtek.com S.E. Asia/Australia Singapore +65.6796.9514 info@nordsonasymtek.com Taiwan +886.229.02.1860 info@nordsonasymtek.com r;;;;.on ASYMTEK Features and Benefits • Large dispense area (423 x 458 mm) is ideal for a wide-range of substrate sizes and dual- valve dispensing a · Laser height sensor enables fast, non-contact dispense height measurement • • • Digital vision system incorporates high- brightness, three-color RGB LEDs for superior image contrast and detection Patented Calibrated Process Jetting™ (CPJ) software automatically compensates for changes in fluid viscosity Fids-on-the-Fly™ option captures fiducials faster than stop-and-capture mode for higher UPH The Quantum® system is a robust dispensing platform delivering an exceptional combination of versatility, productivity and value. The Quantum has many standard features, such as laser height sensing and digital vision system with RGB lighting, for enhanced fiducial find. An integrated weight scale in combination with patented process control maintains consistent fluid dispense mass and improves production yield. The Quantum is the ideal dispensing solution for customers who demand excellent performance and value. Versatility. With its robust, large-format frame, the Quantum system can easily accommodate applications requiring larger substrates or parts. The larger dispense area is well suited for dual-valve dispensing and a wide variety of fluids and processes. To match your production requirements, the system is configurable with either a single or dual-lane conveyor. Dispensing Technology. The Quantum system supports most Nordson ASYMTEK jets, pumps, and valves, including the DispenseJet® DJ-9500 and NexJet® NJ-7 valves. Patented non-contact jetting offers many advantages over traditional needle dispensing. Nordson ASYMTEK's jet valves Page 1 of4 e • dispense "on~the-fly" without stopping, using a patented high-speed mechanism, jetting precise volumes of fluid in dots, lines and patterns. Dispense time is significantly reduced with jetting compared to needle dispensing. Advanced Process Control. Nordson ASYMTEK's automated closed-loop process control capabilities have been incorporated into the Quantum system, enhancing yield capabilities. Calibrated Process J ~tting (CPJ) for jet dispensing uses weight control to ensure precise volumetric repeatability and optimized line speed for jet-on- the-fly operations. For valve and pump dispensing, patented Mass Flow Calibration (MFC) uses weight- controlled dispensing and automatic calibration to continuously deliver consistent fluid amounts. Value. With a reputation for innovation, comprehensive process solutions from Nordson ASYMTEK ensure a maximum return on investment and low cost of ownership. From initial process development through full-scale production, you are supported by our experienced worldwide engineering, applications development and technical service network. ~on ASYMTEK Quantum® Q-6800 Series Features The Quantum system with Nordson ASYMTEK's applicator technology works as a reliable and cost-effective solution for many demanding fluid dispense applications for PCBA, SMT and other electronic assembly including: o CSP, BGA and board-level underfill o Surface mount adhesives o Corner and edge bonding o Dam and fill o MEMS assembly o Larger board or substrate size Nordson ASYMTEK Applicators have an established reputation for . quality, flexibility and low cost of ownership {t I Nexjet@ Applicator T Dipensejet@ Heli,jlo»fa Applicator Applicator Calibration Station and Weight Scale enables quick, repeatable and accurate set-up and patented closed-loop dispensed weight process control Single-or dual-lane configuration Standard Features Digital vision system with high-brightness RGB lighting Laser height sensor Weight scale with Calibrated Process Jetting/Mass Flow Calibration Calibration module: vacuum purge, and fiducial marks for automatic setup Single dispense station lift table or on-rail clamps Single valve support Light beacon with audible alarm Low pressure sensor Manual fluid and valve pressure Page 2 of 4 Optional Features Laser height sensor provides non-contact high-speed dispense height measurement Digital vision system with high- brightness RGB lighting for improved contrast image capture Optional pre-and post- dispense heat stations CPJ + automatic dispensed weight control Contact or impingement heat tooling Dual-valves: dual-action (two applicators operate independently); dual-simultaneous (two applicators on one synchronous head) Dual-lane configuration Fids-on-the-FlyTM software Low fluid sensor (magnetic or capacitive) Pre-and post-queue stations SECS/GEM interface ~on ASYMTEK Specifications: Quantum® Q-6800 Series Motion System Z repeatability (1): X-Y repeatability (1): X-Y acceleration: X-Y velocity: ±25 µm (0.001 in.), 3 sigma · ±25 µm (0.001 in.), 3 sigma 1 gpeak 1 m/s peak (40 in./s) Wet Dispensing Accuracy <2> Single Applicator: X-Y placement accuracy (3): ±75 µm (0.003 in.), 3 sigma Vision and Lighting Camera resolution: 640 x 480 pixels Field of view: 8.0 x 6.0 mm (0.31 x 0.24 in.) Lighting: Red/Green/Blue LE,Ds Computer Laptop with Windows® operating system Software Fluidmove® for Windows® operating system Fluid Delivery Method Supports all Nordson ASYMTEK DispenseJet®, NexJet®<4l, encoded auger pumps. An integration kit may be required. Dispense Area (X-Y} 423 x 458 mm (16.7 x 18.0 in.), single applicator Conveyor Max. board/carrier length: One station: 600 mm (23.6 in.) Three stations: 320 mm (12.6 in.) Min. board/ carrier length: 25 mm (1.0 in.) Max. board/ carrier width (5,10): Single lane: 520 mm (20.4 in.) Dual lane: up to 220 mm (8.6 in.) Min. board/ carrier width (6): 25 mm (0.98 in.) Max. board/ carrier thickness: 12 mm (0.5 in.) Max. overboard clearance: 25 mm (0.98 in.) Underboard clearance (10): Edge clearance (10): Transport height: Load capacity C7J: Operation modes: Page3 of 4 45 mm (1.77 in.) beyond board edge clearance with lift table 38 mm (1.49 in.) beyond board edge clearance with on-rail clamps 10 mm (0.39 in.), lift table 7.1 mm (0.28 in.), on-rail clamps Conforms to SMEMA standard for conveyor height; height adjustable from 891-965 mm (35.1 -38.0 in.) from floor to bottom of the part 1 kg (2.2 lbs.) Automatic (SMEMA), manual, pass-through Belt types: ESD O-ring, ESD high-temp 6-mm flat belt, ESD high-temp 4-mm flat belt Facilities Requirements System footprint: 1000 x 1329 mm (39.4 x 52.3 in.) Air supply (8): Two air supplies: one with 3 CFM @ 100 psi for contact tooling, a second one with 1 CFM @ 100 psi for the rest of the system (100 psi = 689 kPa, 6.8 atm) Power (mains): Power supply accommodates 200-240 VAC, 50/60 Hz single phase, 30 A Ventilation: Rear, 0.188 m3/s; 152.4 mm duct System weight (9): 435-490 kg (960-1080 lbs.) (1) Repeatability is measured at full rated system speed. (2) Wet Dispense Accuracy is verified using Nordson ASYMTEK method on a 722-dot grid, no :fiducials, jetting at full rated system speed. (3) Contact factory for optional validated ±50 µm (0.002 in.), 3 sigma accuracy (4) NexJet RFID reader is not supported. (5) To achieve maximum dual-lane width, set distance for rails 1-3 to 300 mm. (6) Contact factory regarding smaller boards/carriers. (7) Total weight of all parts on conveyor at any one time. Contact factory regarding requirements for greater load capacity. (8) For regular impingement tools: one air supply with 9 CFM@ 100 psi for impingement air and a second one with 1 CFM @ 100 psi for the rest of the system. For high-flow impingement tools: one air supply with 14 CFM@ 100 psi for impingement air and a second one with 1 CFM@ 100 psi for the rest of the system. (9) System weight varies depending on configuration. (10) Configuration dependent. Other configurations may be available. Contact Nordon ASYMTEK Windows is a registered trademark of Microsoft Corporation in the United States and other countries. Standards Compliance SEM1-S2; SEM1-S8; SMEMA; CE Additional options may be available: contact Nordson ASYMTEK for further information. t,;;;.on ASYMTEK Quantum® Q-6800 Series Dimensions are in millimeters -,I ~ I I 'I 2009 1754 957 Computer Height 944 To Passline 136 . t • • _j .. -~-= ·--·--n .§_ ~~ 956 1114 1241 Side view (mm) Nordson ASYMTEK +1.760.431.1919 Phone info@nordsonasymtek.com Email 2747 Loker Avenue West Carlsbad, CA USA 92010-6603 www.nordsonasymtek.com Published 2014-10-06 (Updated) Page 4 of 4 2104 1060 Flat Panel 102 Foot l I -62 ;> ~/,' 791 Front view {mm) ] 1100 Conveyor Width R428 r , Front Doors 1091 Top view {mm) 1034 Front EMO 155 Conveyor End For more information, speak with your local representative or contact your regional office. Nordsonasymtek.com North America Headquarters Carlsbad, CA, USA + 1.760.431.1919 info@nordsonasymtek.com China Email: china- info@nordsonasymtek.com Shanghai +86.21.3866.9166 Beijing +86.10. 8453.6388 Guangzhou +86.20.8554.9996 Europe Maastricht, Netherlands +31. 43.352.4466 cs.europe@asymtek.com Japan Tokyo +81.3.5762.2801 lnfo-jp@nordsonasymtek.com Korea Seoul +82.31. 765.8337 info@nordsonasymtek.com India Chennai +91 . 44.4353.9024 info@nordsonasymtek.com S.E. Asia/ Australia Singapore +65.6796.9514 info@nordsonasymtek.com Taiwan +886.229.02.1860 info@nordsonasymtek.com ~on ASYMTEK Features and Benefits • The S-920N series leverages over 25 years of Nordson ASYMTEK automated fluid dispensing and jetting technology • Scalable design matches current and future requirements for maximum return on investment • Software-controlled features improve yield, minimize operator intervention, and enable complete recipe transfer to other sites • A flexible number of heating zones with optional Controlled Process Heat (CpH) minimizes processing time i l I • MH-900 series loaders/unloaders can be added to create an island of automation or for inline production capability . The scalable Spectrum™ S-920N series with Fluidmove®XP (FmXP) software is ideal for high- volume production of advanced dispensing processes, including underfill, cavity fill, die attach, and encapsulation. Scalability. With its flexible, scalable configuration, the S-920N can be configured with single or dual lanes, and up to six heat stations with the dual lane configuration. The platform is easily upgraded when process needs change. The S-920N maximizes use of floor space -it is 600 mm wide (without the optional pre-and post- heat stations), half the width of other dispensers on the market. Advanced Process Control The S-920N reduces process variation, increases yield, and reduces cost. Software-managed temperature, fluid and air pressure provide closed-loop control that eliminates the need for operator adjustment. Calibrated Process Jetting (CPJ) automatically maintains volumetric repeatability during long production runs. Controlled Process Heat (CpHTM) adds recipe-controlled heat management for improved thermal efficiency. The Spectrum's digital vision system with dual- color, adjustable on-axis lighting offers fast and reliable image acquisition. Adding the Fids-on-the-Fly™ option accelerates fiducial capture, and laser height sensing further reduces time spent on non-dispense routines. Jet Technology. Patented non-contact jetting offers many advantages over traditional needle dispensing. The Dispense] et® valve shoots "on the fly" using a patented high-speed mechanism, jetting precise volumes of fluid in dots, lines and patterns with flow rates up to 500 mg/ second and 200 dots/second. Jetting overcomes the limitations of needle dispensing -no bent needles, no chipped die, no dripping, less sensitivity to surface height variations -and has the ability to dispense material into tight spaces without slowing down. \ialue. With a reputation for innovation, comprehensive process solutions from Nordson ASYMTEK ensure a maximum return on investment and low cost of ownership. From initial process development through full scale production, you are supported by our experienced worldwide engineering, applications development and technical service network. C-san ASYMTEK S-920N Series FeatLJres Standard features Calibration module: patented Mass Flow Control Module with scale, vacuum purge, and fiducial marks for automatic setup CPJ -Calibrated Process Jetting Digital vision system Llght beacon with audible alarm Low pressure sensor Programmable fluid and valve pressure Tactile height sensor Ventilation exhaust system Programmable fluid and valve pressure Optional Fids-on-the-Fly'"' for high-speed fiducial capture Optional preheat station Single-or dual-lane ~. __________ ,....... configuration with multimove capability i IJ. Optional features CpH™ -Controlled Process Heat Contact or impingement heat tooling Dual valves: dual action (two applicators operate independently); dual simultaneous (two applicators on one synchronous head) Dual-lane configuration -Model S-922N Exterior bulk fluid reservoir: 600 cc (20 oz), includes remote feed and fluid level sensor Fids-on-the-Fly™ Laser height sensor Low fluid sensor (magnetic or capacitive) Material handling: MH-900 Series loader/unloaders, film frame wafer, bare wafer Pre-and post-heat stations Process development hot plate SECS/GEM interface Digital vision system for high-speed image capture --:--~----Optional laser height sensor I Optional Controlled Process Heat (CpH) for recipe-controlled heat 1-3 heat stations for single lane (2-6 for dual lane) Why choose Nordson ASYMTEK? Customers have told us: • Best cost-of-ownership per square meter: the Spectrum system occupies less footprint with higher cycle time reductions over other systems • Outstandin~ applications expertise and experience • Technical skills and professionalism of the applications and engineering teams • Willingness and ability to develop robust custom-engineered solutions C-san Page 2 of 5 ASYMTEK Lower Your Cost of Ownership The Spectrum S-920N series lowers cost of ownership with: • A smaller footprint frame • Flow-rate monitoring to minimize material waste and increase process yield • Tight temperature control using software-managed jet/ needle heaters • Fast non-contact jetting that reduces yield loss associated with needle dispensing • Dual lane conveyors (S-922N) for higher throughput or feeding a dual-lane placement system without need of a shuttle Key Features for Enhanced Throughput and Process Control Infrared image of 12-up Auer boat with ±5 °C uniformity at 115 °C across all parts. ~F__._,. J [w.'Jin,,Y~ ...-...~il'W, I F'idJtA,)llfu!Ou ~Pl1Uiol•Liat{a- ,...., ··lil .... ., ..... , ...... ?Oiut'Mlof°"AuoH .. --., r- l!Ji,'IHF'&*I -.-., r- rl-ff,,1~ -.. -.,,, r- __ '!_J ---~J __ '!!"_ Electro-pneumatic regulators control valve, flui~ and cooling/coax pressures. Pressure values are set in FmXP software and monitored directly from the computer screen. Gauges are removed from the front panel. Custom-Designed Contact and Impingement Tooling: Heated tooling with low-mass design minimizes processing time. The Controlled Process Heat (CpH) option provides software control of impingement air flow and temperature that eliminates operator interaction altogether. Programmable heat states allow high air flow for short pre-heat cycles and "step-down" or "no-heat" capability when a part is not present. The CpH option improves yield and provides "thermal footprint" efficiency by requiring less power. Fids-on-the-Flyn1: The Fids-on-the-Fly option is up to 5.5 times faster than the traditional stop-and-capture method for locating fiducials and can increase UPH (units per hour) as much as 35 percent. Programmable Fluid and Valve Pressure: Fluid and valve pressure values arc set in the FmXP program, eliminating errors associated with manual adjustments during operation. Software-controlled pressure set points provide closed-loop process control and better traceability with log file capture. Complete recipes (including conveyor, heater and air pressure settings) are easily copied to other S-920N systems within the factory and around the world. 200 190 ISO 110 IBO .;-150 ~ uo ~ 130 :: 120 -; ffO ! 100 ______________ ,___.___, e 90 1---------------'--+---H f 80 ~ :~ t:U ;;; !O l = -···-\_ ·=. 20 -2x " 2X --:f!I:,( i: L~=aa·~"-=-~;-#~~~=:¼!/::::..___::'._ __ _J 1Z 15 24 IDD 300 lfOO 11umaor of Flduc111s Tests were run on a variety of parts with a varied number of fiducials. Fids-on-the-Fly is 2 to 5.5 times faster than the stop-and capture method. The more fiducials require~ the greater the time savings. Innovative Designs and Customized Solutions Nordson ASYMTEK designs and manufactures equipment that offers innovative dispensing solutions to customers worldwide. In addition to the standard product offerings, our experienced engineers can develop customized solutions to meet the unique demands of your environment. Nordson ASYMTEK has a solid history of developing customized solutions for fluid delivery, material handling, factory- specific lot tracking and control, vision and lighting systems, and software interface and control. Our goal is to improve your production throughput and yields, and ultimately, lower your cost of ownership. r-san Page 3 of 5 ASYMTEK Specifications: Spectrum™ S-920N Series Motion System X-Y placement accuracy: Z repeatability: X-Y repeatability: X-Y acceleration: ±0.050 mm (0.002 in.), 3 sigma ±0.025 mm (0.001 in.) ±0.025 mm (0.001 in.) 1 gpeak X-Yvelocity: 1 m/speak(40in./s) Facilities Requirements System footprint: Single heat station: 600 mm wide x 1321 mm deep (23.6 x 52.0 in.) Two heat stations: 850 x 1321 mm (33.5 X 52.0 in.) Three heat stations: 1100 x 1321 mm (43.3 X 52.0 in.) Vision and Lighting Air supply <4J: Two air supplies: one with 3 CFM @ 100 psi for contact tooling, a second one with 1 CFM @ 100 psi for the rest Camera resolution: Field of view: Lighting: Computer 640 X 480 pixels 7.0 X 5.0 mm (0.28 X 0.20 in.) Red/blue LED with 255 independent light levels for each color Laptop with Windows operating system Software Fluidmove® for Windows Fluid Delivery Method Supports all Nordson ASYMTEK jets, piezo-activated valves, encoded auger pumps, spool, and pressure-time valves. An integration kit may be required. Dispense Area (X-Y) 339 X 410 mm (13.3 X 16.1 in.) Conveyor Max. board/ carrier length: Min. board/ carrier length: Max. board/ carrier width(l): One station: 340 mm (13.4 in.) Three stations: 320 mm (12.6 in.) 25 mm (1.0 in.) Single lane: 535 mm (21.1 in.) Dual lane up to: 228 mm (9.0 in.) (co,ifiguration dependent) Min. board/ carrier width (2): 34 mm (1.3 in.) Max. board/ carrier thickness: 12 mm (0.5 in.) Max. overboard clearance: Underboard clearance: Transport height: 30 mm (1.2 in.) 2.75 mm (0.11 in.) Conforms to SMEMA standard for conveyor height; height adjustable from 913-965 mm (35.9 -38.0 in.) from floor to bottom of the part Edge clearance: 6 mm (0.24 in.); 5 mm (0.20 in.) available by request Maximum load capacity (3): 2 kg (4.4 lbs.) Operation modes: Automatic (SMEMA), manual, pass- through Belt types: ESD 0-ring, ESD high-temp 6-mm flat belt, ESD high-temp 4-mm flat belt Page 4 ofS Power (mains): Ventilation (5): System weight (6): of the system · (100 psi = 689 kPa, 6.8 atm) Power supply accommodates 200-240 VAC, 47-63 Hz single phase, 30 A Downdraft or updraft 377-422 kg (830-930 lbs.) (1) To achieve maximum dual-lane width, set distance far rails 1-3 to 300 mm and rails 24 to 299 mm. (2) Contact factory regarding smaller boards/ carriers. (3) Total weight of all parts on convryor at a'!Y one time. Contact factory regarding requirements far greater load capadry. (4) For regular impingement tools: one air supp!J with 9 CFM@ 100 psi far impingement air and a second one with 1 CFM@ 100 psi far the rest of the [}Stem. For high-jlow impingement tools: one air supp!J with 14 CFM@ 100 psi far impingement air and a second one with 1 CFM @ 100 psi far the rest of the [}Stem. (5) For impingement heat applications, 100 ifm from the 6-in. exha11st port mqy be required Contact the factory. (6) System weight varies depending on configuration. Standards Compliance SEM1-S2; SEM1-S8; SMEMA; CE r-son ASYMTEK Specifications: Spectrum rM S-920N Series Dimensions are in millimeters 1526 t 1 953 TOPASSLINE 948 COMPUTER HEIGHT SIDE VIEW ~1 109 t_, .. d 1187 1321 BACK VIEW 811 Wt 637 LOCKOUT/ TAG OUT 232 MAIN POWER DISCONNECT I t I r- .o f Nordson ASYMTEK +1.760.431.1919 Phone info@nordsonasymtek.com Email 2747 Loker Avenue West Carlsbad, CA USA 92010-6603 www.nordsonasymtek.com Published 2014-01-21 • I 2086 1070 FLAT PANEL !FOOT FRONT VIEW tl ' f I 869 106 J ...__ _ __,__ ... : __ -----,!,,J~ t.=;• PRODUCT FLOW _, -; 50 ~--1_ -488 _ __j TOP VIEW 600 CONVEYER WIDTH .R481 REAR DOOR ____ 294 = = = = ·;:-- \\ ~-._ ,_\ . ~, -· -588 VENTILATION 104 MAIN POWER 1056 VENTILATION ',, .R472 FRONT DOOR For more information, speak with your local representative or contact your regional office. Nordsonasymtek.com North America Headquarters Carlsbad, CA, USA +1.760.431.1919 info@nordsonasymtek.com China Shanghai +8621.3866.9166 china-info@nordsonasymtek.com Beijing +8610. 8453.6388 china-info@nordsonasymtek.com Guangzhou +8620.8554.0092 china-info@nordsonasymtek.com Europe Maastricht, Netherlands +31. 43.352.4466 cs.europe@nordson.com Japan Tokyo +81.3.5762.2801 lnfo-jp@nordsonasymtek.com Korea Seoul +82.31. 765.8337 info@nordsonasymtek.com India Chennai +91. 44.4353.9024 info@nordsonasymtek.com S.E. Asia/Australia Singapore +65.6796.9514 info@nordsonasymtek.com Taiwan +886.229.02.1860 info@nordsonasymtek.com C-san ASYMTEK Features and Benefits • High-speed, high-accuracy coating system delivers higher productivity • Powerful process controls ensure coating quality, such as Fan Width Control that automatically adjusts for viscosity variations during the coating process • Advanced monitoring allows for traceability • Programming is made easier with the optional camera • Optional pattern recognition system permits confirmation of accurate coating pattern positioning • Downdraft ventilation provides an efficient path for voe removal • Designed with stainless steel surfaces, the system is easy to clean and resistant to strong agents The Nordson ASYMTEK. Select Coat® SL-940 Series conformal coating system is designed to provide the highest quality and productivity for automated coating processes. Model SL-940E is conveyorized for in-line production, while model SL-941E is non-conveyorized for batch and single-· piece demand flow production environments. The SL-940E and SL-941E are high-speed, high- accuracy coating systems with integrated, closed- loop process control that ensures superior coating quality. Process parameters are recorded and traceable through Easy Coat® software running on Windows® operating system. Fluid and air pressure are set and monitored through software-controlled electronic regulators. A complete process history can be maintained in Easy Coat® log files for these critical parameters. Page 1 of 3 If - I l ii/", I I "' r -~ JL A wide range of process parameters can be monitored for statistical process control, including Nordson ASYMTEK's Laser Fan Width Control, Viscosity Control System, Bar Code System, and Flow Monitoring. The processes are automatically maintained within limits and process status is logged for traceability. This information can be exchanged with customer-specific Factory Information Systems (FIS). Easy Coat® software, together with an optional vision system, makes teaching your coating program much easier. Pattern rec~gnition software is also available. Productivity is maximized with Easy Coat® software and machine design. The SL-940E and SL-941E systems operate at 1g peak accelerations, are capable of velocities of 1 meter per second, and can accommodate product sizes up to 500 mm. The SL-940E/SL-941E has been independently tested and certified for compliance with relevant safety standards including CE, NFP A, and SEMI. ('ii;ison ASYMTEK Specifications: Select Coat® SL-940EISL-94-1E Motion System Type: X-Y velocity: X-Y acceleration: Z-axis velocity: X-Y repeatability: Z-axis repeatability: X-Y resolution: Z-axis resolution: Positional accuracy: Dispense Area Closed loop servo motors 1000 mm/s (39.4 in/s) maximum lg peak with S-curves 250 mm/s (10 in./s) ±0.025 mm (0.001 in.),3 sigma ±0.025 mm (0.001 in.), 3 sigma 0.010 mm (0.0004 in.), 3 sigma 0.025 mm (0.001 in.), 3 sigma ±0.075 mm (0.003 in.), 3 sigma In-line: 500 x 440 mm (19.7 x 17.3 in.) With solvent-purge station and/ or LFWC: 500x440mm (19.7x 17.3in.) With solvent-purge station, LFWC and teach camera: 420 X 440 mm (16.5 X 17.3 in.) Note: Dual-toggle applicators reduce the total dispense area per individual head Contact factory far specffics. Conveyor for SL-940E Model In-line: Standard chain conveyor with queue stop and pinning set Motor driven width adjustment from 35 to 475 mm (1.4 to 18.7 in.) Maximum clearance 100 mm ( 4 in.) above and below PCB Maximum pallet/PCB weight 5 kg (11 lbs.) [Optional: 7 kg (15 lbs.)] Adjustable Tooling Rails for SL-941E Aluminum extrusion The rail spacing is adjusted by moving the back rail Width adjustment from 35 to 475 mm (1.4 to 18.7 in.) Maximum clearance 100 mm (4 in.) above and below PCB Maximum pallet/PCB weight 7 kg (15 lbs.) Tooling plate is also available for SL-941E Aluminum; 5 mm (0.2 in.) thickness; 508 x 508 mm (20 x 20 in.) Computer Computer: Software User environment: Operating system: Laptop computer Easy Coat® for Windows® Windows® Fluid Delivery Methods SC-280 Film Coater SC-104 Viscosity Control System (non atomizing, heated recirculating system) SC-204 Film Coater (non-atomizing system) Swirl Coat® SC-300 Applicator (three-mode swirl system) PreciseCoat® SC-400 Jet Applicator (high selectivity application) Page 2 of 3 Facilities Requirements System footprint: 1000 mm width x 1329 mm depth (39.3 x 52.3 in.) Computer keyboard and monitor occupy additional 527 mm (20. 7 in.) in the front Lower door requires 855 mm (33.7 in.) opening space in the front 1000 mm clearance in the rear is recommended Dimensional diagrams on next page. Air supply: 620 kPa (90 psi. 6.2 Bar), up to 0.34 m3/min (20.4 m3/hr 12 SCFM) max depending on configuration Ventilation, air: 340 m3 /hr (200 SCFM) @ 25.4 mm (1.0 in.) water column Ventilation, nitrogen source: 410 kPa (60 psi, 4.1 Bar) @0.014 m3/min (0.84 m3/hr 0.5 SCFM); required for moisture sensitive materials Mains power: 200/240 VAC, 10 A (max), 50/60 Hz Note: System can run on 120 V AC without heater option installed. Noise: :5 76.0 dBA (peak); :5 70.7 dBA (average) System weight: . 426 Kg (940 lb) max Standards compliance: SMEMA, CE, NFPA, and SEMI Standard Features Applicator fluid and air pressures are software-controlled Solvent-purge station with cups Door interlock controls Light beacon Downdraft ventilation with redundant safety vent switch Stainless steel interior Front access hatch with glass Computer arm adjustable in height and right/left orientation Options Bar code recognition system, 1D or 2D Black light Board presence sensor Dual simultaneous applicator capability Dual toggle applicator capability Flow meter Laser Fan Width Control (for SC-104/204) Laser pointer programming tool Fiducial find camera Solvent cup with fluid level sensor Low fluid sensor Low fluid scale Material change over (manual) Pre-queue board station Programming camera Four-position tilt (for SC-300) Tilt and rotate for SC-104/204 Factory Information System (FIS): contact your sales representative t,i;;i,on ASYMTEK 35 2092 1531 Dimensions: Select Coat® SL-940EISL-94-1E 845 CG Dimensions are in millimeters ·-.... ,----9620---, l(XXJ CONVEYOR WJqTH (SL-940E] 869 FRONT EMO 112 1982 SEE DETAIL B (R:ARJ 1026mm l 915mm CONVEYOR HBGHT 1241 & CO~UTER H3GHT 238 FIXED RAIL 35/475 CONVEYOR WIDTH OR TOOLING RAILS 110 S41 CG ---968.0----1 -----1329.9& ----1 Specifications and dimensions subject to change. Contact Customer Support for more detailed drawings if required. Inside view of SL-941E Nordson ASYMTEK + 1. 760.431.1919 Phone info@nordsonasymtek.com Email 2747 Loker Avenue West Carlsbad, CA USA 92010-6603 www.nordsonasymtek.com Published 2015-02-04 Page 3 of 3 For more information, speak with your local representative or contact your regional office. Nordsonasymtek.com North America Headquarters Carlsbad, CA, USA +1.760.431.1919 info@nordsonasymtek.com China Email: china- info@nordsonasymtek.com Shanghai +86.21 .3866.9166 Beijing +86.10. 8453.6388 Guangzhou +86.20.8554.9996 Europe Maastricht, Netherlands +31. 43.352.4466 cs.eurqpe@asymtek.com Japan Tokyo +81 .3.5762.2801 lnfo-jp@nordsonasymtek.com Korea Seoul +82.31. 765.8337 info@nordsonasymtek.com India Chennai +91. 44.4353.9024 info@nordsonasymtek.com S.E. Asia/Australia Singapore +65.6796.9514 info@nordsonasymtek.com Taiwan +886.229.02.1860 info@nordsonasymtek.com r;;;.on ASYMTEK Features and Benefits • Will not interfere with wireless networks • • a • • • Adjustable power levels Runs cooler to extend the life of electronic components Low maintenance & easy to operate Optional top and bottom side curing of materials up to 420 mm (16.5 in.) Optional closed-loop monitoring of lamp power to ensure consistent curing Software tracking of lamp life (via SL-940 Conformal Coating system) Nordson ASYMTEK's Select Cure® UV-9 inline oven is ideal for top and bottom material curing in mid-to-high volume production. Using ultraviolet light as the primary cure method, the oven is optimized for curing of parts up to 420 mm in size. The heart of the UV-9 cure system is in the arc lamp technology with adjustable UV intensity. It is combined with a unique ventilation design that dissipates heat generated from the UV lamp. This combination keeps the temperature and rate of rise at acceptable levels while maximizing production and lamp lifetime as the lamps run cooler. A closed-loop feature ensures process reliability and compensates for the eventual lamp degradation by measurip.g and adjusting power levels for UV A. Therefore, the desired profile is maintained within + /-5% of the programmed specifications. Other options and lamp types are available to further ensure that the oven meets customer specific needs while maintaining high performance. Page 1 of 3 .!. Additionally a standard SMEMA-compatible chain conveyor with 5-mm pins enables the processing of boards and is easily integrated with any dispensing or coating system. The conveyor can be configured for either left-to-right ru:id right-to-left flow with electical width adjustment. Arc Lamp 505 mm Focal Length 100 mm (3.94 in.) standard Length Optimized for 420 mm (16.5 in.) (board width) Power 100 W / cm (254 W /inch) • Standard = Mercury-doped lamp (optimized for UVC) • Mercury-Iron (rich in UV A) Lamp Options • Mercury-Gallium (broadband output along all wavelengths) • Others available upon request r;;;;;,on ASYMTEK Specifications: Select Cure® UV-9 Series Oven General Dimensions: Noise level: Light Tower 1400 X 1200 X 1526 mm (55.12 X 47.24 X 60.1 in,) 2086 mm (82.13 in.) including beacon 68 dB@l m 3-Lamp Configuration with buzy:,er Red: Alarm Orll!lge solid: ,Green flashing: Green solid: Conveyor Type: Component clearance: Conveyor height: Conveyor speed: Conveyor width: Conveyor length: Maximum load: Oven not ready (start-up, cooling down, downstream S.MEMA no ready etc.) Lamp in stand-by mode, but ready for production pending on up-stream SMEMA Run Chain conveyor with 5-mm pins 100 mm top and bottom 920 to 1000 mm (36.22 to 39.37 in.) 300 to 1500 mm/min (1-4.92 ft/min) 50 to 420 mm (1.97 to 16.54 in.) 1400 mm (55.12 in.) 4Kg/m (2.69 lbs/ft) evenly distributed ExhaustNentilation 10.83 m3/min@40 mm WC, 250 mm exhaust duct (382.5 SCFM@ 1.57 in. WC, 10 in. exhaust duct) Facilities Requirements Weight: Power: Voltage Phases Mode Power rating 250 kg (551 lbs) (approximate) 400V AC 3 phases Single sided Double sided 400V AC 400V AC 3 3 N+EARTH, TT or N+EARTH,TT TN orTN 7.5KW 14KW Note: other power configurations available. Air sup.ply (for shutters): 5 bars (73 psi) max. Page 2 of 3 Other Standard Features Integrated operator interface on coating or dispensing system Software-controlled conveyor width adjustment Llght beacon Exhaust control Door and safety interlocks E-stop S.MEMA compatible conveyor Options Close-loop UV A lamp regulation Traffic control Board counter Board jam detection (entry and exit) Automatic width adjust for conveyors Right to left conveyor direction Heavy-duty conveyor: 8Kg/m (5.38 lbs/ft) evenly distributed. Reduces maximum conveyor width to 400 mm (1.3 ft) Traceability software Entrance conveyor covered extension Exit conveyor covered extension Recipes and data log storage Touch screen for oven monitoring and control Special paint Dual-lane conveyor Iron-doped lamp Gallium-doped lamp Power packs for different power configurations Inlet and outlet shutters (air supply required) Additional options are available: contact Nordson ASYMTEK for further information. r;;;;;.on ASYMTEK Select Cure® UV-9 Series Oven Energy (mJ)j 1300 ~ Op(%) Start Energy (mJ) 1000 -Op(%) Speed (cm/m~ 100 Pc Speed (cm/mn)/ 100 Pel:>· Software interface for Select Cure® UV-9 Oven J. Select Cure® UV-9 Oven in line with a Nordson ASYMTEK SL-940E coating system Nordson ASYMTEK + 1. 760.431.1919 Phone info@nordsonasymtek.com Email 2747 Loker Avenue West Carlsbad, CA USA 92010-6603 www.nordsonasymtek.com Published 2014-08-22 (Updated) Page 3 of3 1316 82 1009 59 100 0 100 0 For more information, speak with your local representative or contact your regional office. Nordsonasymtek.com North America Headquarters Carlsbad, CA, USA + 1.760.431.1919 info@nordsonasymtek.com China Email: china- info@nordsonasymtek.com Shanghai +86.21.3866.9166 Beijing +86.10. 8453.6388 Guangzhou +86.20.8554.9996 Europe Maastricht, Netherlands +31. 43.352.4466 cs.europe@asymtek.com Japan Tokyo +81.3.5762.2801 lnfo-jp@nordsonasymtek.com Korea Seoul +82.31. 765.8337 info@nordsonasymtek.com India Chennai +91. 44.4353.9024 info@nordsonasymtek.com S.E. Asia/Australia Singapore +65.6796.9514 info@nordsonasymtek.com Taiwan +886.229.02.1860 info@nordsonasymtek.com r;;;;.on ASYMTEK Features and Benefits • Fluidmove® for Windows® software for easy-to-use programming control • Patented Mass Flow Calibration automatically compensates for changes in fluid viscosity • Automatic Pattern Recognition System for accurate identification of global and local fiducials • Automated thermal management for reliable substrate heating and full temperature control of fluid delivery The Spectrum™ S-820B Series system is designed for batch production of advanced dispensing processes, including underfill, cavity fill, die attach, and encapsulation. The S-820B provides advanced dispensing process capability in an affordable package, and is ideal for labs, batch production, and new product development. The S-820B performs with a wide range of fluids, processes and substrates used in semiconductor packaging and assembly. It easily integrates with . most Nordson ASYMTEK jets, pumps, and valves, including the DispenseJet® DJ-9500 and NexJet® System. Nordson ASYMTEK's advanced process control capabilities have been incorporated into the S-820B platform, bringing premium features to this batch system: • For valve and pump dispensing, Patented Mass Flow Calibration (MFC) uses weight-controlled dispensing and automatic calibration to deliver consistent fluid amounts throughout production. • For jet dispensing, Calibrated Process Jetting (CPJ) uses weight control to ensure precise volumetric repeatability and optimized line speed for jet-on-the-fly operations. Page 1 of3 i i ~ • Jet-on-the-Fly GOF) is a software feature that drives the DJ-9500 to dispense lines of dots without stopping. Dispense time is significantly reduced when compared to traditional needle dispensing. • Dynamic Dispense Control (DDC) offers precise and flexible control parameters through closed- loop servo technology. With encoders and feedback from the dispensing pump, the user can specify different acceleration and deceleration values for the valve or pump, allowing each dispense shot to be optimized for speed, accuracy, and yield. Several options can be added to meet specific application requirements. The S-820B is fully supported by Nordson ASYMTEK's exclusive Fluidmove® for Windows® software, providing dispense programming control within a familiar Windows environment. Processes developed on the S-820B with the Fluidmove software package can be easily transferred to an inline Spectrum™ II or Quantum® platform when the operation requires more than batch capacities. Production can be expanded with minimal configuration downtime and seamless transition from engineering development to inline manufacturing. t,;;;ison ASYMTEK Specifications: Spectrum TM S-820B Motion System Type: Encoder resolution: X-Y positional accuracy: X-Y placement accuracy: X-Y acceleration: X-Y repeatability: Z-axis repeatability: Z-travel: Dispense Area <11 350 X 350 mm (14.0 X 14.0 in.) Payload Tool (z-axis):· Workpiece: Vision and Lighting Vision: Llghting: Computer Computer: Software User environment: Operating system: Brushless DC servo motors, closed-loop with precision encoder feedback 10 microns ± 75 µm (0.003 in.) ±100 µm (0.004 in.), 3 sigma 0.25 g peak with S-curve jerk control ±25 µm (0.001 in.) ±25 µm (0.001 in.) 75 mm (3.0 in.) 3 kg (6.6 lbs) 2 kg (4.4 lbs) Vision system with Automatic Pattern Recognition Programmable, on-axis, red/blue LED, 255 light levels Windows®~based laptop with mouse Fluidmove® for Windows® Windows® Fluid Delivery Method Dispense] et®: NexJet® System: Auger pump: Valve: Page 2 of 3 DJ-9000, DJ-9500 NJ-7 Heli-flow® DV-7000, DV-8000 DV-01B, DV-02, DV-03, DV-05, DV-07, DV-09, SV-100 Facilities Requirements System footprint: 866 mm wide x 1123 mm deep (34.0 X 44.0 in.) Display: Extends 610 mm (24 in.) Height: 2045 mm (80.5 in.) with light beacon Complete dimensional diagrams are on the next page. Air supply: 85 liters/min, 620 kPA (3 CFM @ 90 psi) Note: mt!J be higher depending upon application. Power: 200/240 VAC, 10 amps (max), 50/60 Hz, single phase Weight: 364 kg (802 lbs) Other Standard Features Advanced process control modules: Mass flow calibration (MFC) Calibrated process jetting (CPJ) Jet-on-the-Fly (JOF) Dynamic Dispense Control (DDC) Llght beacon with audible alarm Low air pressure alarm with programmable setpoint Mechanical tactile height sensor Needle heater control with programmable setpoints Precision air regulators Vacuum purge station Options CAD Import software program Dual-action dispensing head Laser height sensor Low fluid sensor Needle heater SECS/GEM interface Tooling plate with programmable setpoints: Heated vacuum: 350 x 350 mm (14.0 x 14.0 in.) Impingement tooling: 350 x 350 mm (14.0 x 14.0 in.) (1) Dispense area includes mounted camera, valve, and height sensor (i.e., overlapping area of camera, valve, and height sensor travel). Additional options are available: contact Nordson ASYMTEK for further information. ~on ASYMTEK Dimensions: Spectrum TM S-820B Dimensions are in millimeters Side View (mm) 141 607 (ELEC) (AIR} __! 60 1123 150 30 1039 .l 6 16 ' & • 14 01 860 I I ... ... • : c~....-:.; ------_, - ., ~ -.:a I - !ij' l 11 li•I . :-·- I -- 866 Front View (mm) ----~-------------..,.._... Nordson ASYMTEK +1.760.431.1919 Phom~ r.___:: · info@nordsonasymtek.com Email 2747 Loker Avenue West Carlsbad, CA USA 92010-6603 www.nordsonasymtek.com Published 2014-08-22 (Updated) Page 3 of3 Top View (mm) I l --- 1500 .. 1270 ... For more information, speak with your local representative or contact your regional office. Nordsonasymtek.com North America Headquarters Carlsbad, CA, USA +1.760.431.1919 info@nordsonasymtek.com China Email: china- info@nordsonasymtek.com Shanghai +86.21.3866.9166 Beijing +86.10. 8453.6388 Guangzhou +86.20.8554.9996 Europe Maastricht, Netherlands +31. 43.352.4466 cs.europe@asymtek.com Japan Tokyo +81.3.5762.2801 lnfo-jp@nordsonasymtek.com Korea Seoul +82.31.765.8337 info@nordsonasymtek.com India Chennai +91. 44.4353.9024 info@nordsonasymtek.com S.E. Asia/Australia Singapore +65.6796.9514 info@nordsonasymtek.com Taiwan +886.229.02.1860 info@nordsonasymtek.com r;;;;ison ASYMTEK Features and Benefits • Ideal for conformal coating applications • Fast IZI arm-up and cool-dolZI n • Integrated board profiling capability, no elZ!ternal hardlZI are relZ!uired • Comes IZI ith popular temperature profiling softlZI are tools • IZIIZ!haust sensor prevents heaters from turning on 181 ithout proper e181haust ventilation enabled • Flat pf1nel monitor • UnilZ!ue dolZI ndraft elZ!haust design provides an efficient path for IZIOC removal The in-line Thermal Cure Module (TCM) ovens from Nordson ASYMTEK are ideal for medium to high-volume production. They are easy to integrate with Century Series Conformal Coating systems. Available in three different lengths, they provide the flexibility to match your production requirements and feature robust construction and a streamlined appearance. The cure chamber achieves a thermally uniform atmosphere with IR heat panels and consequent convection by the induced exhaust draft. In a CE- compliant package, process uniformity is assured with precise, independent temperature-controlled heat zones. Rapid response times, a closed-loop conveyor and Windows 7-based software are an integral part of the thermal cure control process. The oven is equipped with a unique downdraft exhaust design. Plenums below the conveyor rails, close to the coated substrate efficiently remove volatile organic compounds (VOCs), which are typically found in conformal coating applications. This provides a safe operating environment when coupled to your external exhaust system. Designed for easy integration with Nordson ASYMTEK conformal coating systen;is, the TCM Series ovens include operation friendly features like: motorized width adjustment of the chain conveyor, SMEMA compatibility, and ample clearance above and below for tall and complex PCB architectures. In addition, the ovens come with two of the most popular temperature profiling software tools in the industry (KIC and ECD). C-son ASYMTEK Spec,llca.tlons: ln1Con11ectlon Cute C11en llllimension TCM-2200 TCM-3300 TCM-4600 Heated length 2184 mm (86 in.) 3251 mm (128 in.) 4521 mm (178 in.) Total length 3404 mm (134 in.) 4445 mm (175 in.) 5690 mm (224 in.) Heating zones 7 10 13 Typical net weight (approximate) 1134 kg (2500 lb) 1588 kg (3500 lb) 1814 kg (4000 lb) Run current at 480 VAC, 60 Hz 25 -30 Amp 30 -35 Amp 46 -51 Amp NOTE: Typical start-up current is 1.5 times maximum rqn current. Recommended breaker size is 100 Amp. IZI eating Area Heater temperature range: 25 to 350 °C (77 to 662 °F) Heater control stability: ±1 °C (±1.8 °F) Cross conveyor temperature tolerance: ±5 °C (±9 °F) Profile change time: 5 to 15 minutes Typical cold start heat-up time: 30 minutes Conveyor Speed: 100 to 600 mm/min (3.9 to 23.6 in./min) Product width: 51 to 508 mm (2 to 20 in.) Above-board clearance: 89 mm (3.5 in.) Under-board clearance: 89 mm (3.5 in.) Conveyor-edge clearance: 4.8 mm (0.187 in.) Conveyor height: 940 mm± 51 mm (37 in. ± 2 in.) Direction: Left to right IZI imensions Overall width: 1372 mm (54 in.) Height (not including light tower): 1600 mm (63 in.) Facilities RelZluirements Voltage: 480 VAC, 3 phase, 50/60 Hz (field configurable to 380 / 415 / 440 / 480 V AC) Exhaust (customer supplied): 0.35 m3/sec@38.1 mm water column (750 CFM@ 1.5-in. water column) Safety Features Standard safety features: exhaust monitoring sensor, start-up delay, and downdraft exhaust design Other Standard Features Pentium 4 Computer with Windows 7; KIC/ECD profiling software; 3-color light tower; auto-lubrication; SMEMA compatible; board drop sensor; board counter; casters (for easy maneuveringJ; entry and exit conveyor extensions with cooling module on exit side. Nordson ASl)llMTl)lll)ll + 1. 760.431.1919 l)ll hone info@nordsonasymtek.com l)llmail 2747 l)lloker Avenue l)ll est ·Carlsbad, CA USA 92010-6603 l)ll l)ll l)ll .nordsonasymtek.com l)llublished 2010-12-16 For more information, speak l8l ith your local representative or contact your regional office. Nordsonasymtek.com North America l)ll eadl)lluarters Carlsbad, CA, USA + 1.760.431.1919 info@nordsonasymtek.com China Shanghai +8621.3866.9166 info@asymtek.cn Beijing +8610. 8453.6388 info@asymtek en Guangzhou +8620.8554.0092 info@asymtek en l)llurope Maastricht, Netherlands +31 . 43.352.4466 cs.europe@asymtek.com l)llapan Tokyo +81.3.5762.2801 lnfo-jp@nordsonasymtek.com l)llorea Seoul +82.31.765.8337 info@nordsona9ymtek com India Chennai +91. 44.4353.9024 info@nordsonasymtek.com S.l)ll. Asia/ Australia Singapore +65.6796.9514 info@nordsonasymtek com Tail)llan +886.229.02.1860 info@nordsonasymtek,com r-son ASYMTEK First Choice for Live Imaging and Demanding Applications Advantages • Nordson DAGE NT500 Maintenance-Free, Sealed-Transmissive X-ray Tube • < 0.51,1m (500nm) Feature Recognition Tube • 160 kV Tube with Up to 10 W Target Power -Always Retains Sub-Micron Ability • Nordson DAGE 2 Mpixel @ 25fps Long Lifetime CMOS Flat Panel Detector Including Real Time Image Enhancements • Geometric Magnification 2,500 X, System 5,200 X and Total 15,600 X with Digital Zoom • 29" x 22.8" (736 x 580 mm) Maximum Board Size • 70° Oblique Views without Loss of Magnification • 24" TFT LCD Monitor • AXiS -Active X-ray Image Stabilisation • High Quality Real Time Imaging • Options: 1,1CT (3D Inspection); X-Plane TM & Secondary Monitor Nordson DAGE, the only x-ray company whose focus is on x-ray electronics inspection, offers the Nordson DAGE XD7600NT Ruby FP x-ray inspection system that uses the latest technology, flat panel detector to provide the first choice for high quality real time imaging in produc- tion. The unique Nordson DAGE NT maintenance-free, sealed transmissive x-ray tube, providing 0.5 µm feature The vertical system configuration, with the x-ray tube sitting below the isocentric 'move and tilt' of the detec- tor, all controlled through the simple, joystick-free, 'point and click' operation of the Nordson DAGE Image Wizard Software provides the safe and collision-free inspection re- quired for production applications. All these tasks can be simply and quickly automated from within the standard recognition and up to 10 W of target power, together Nordson DAGE software without the need for program- with the 2 Mpixel long lifetime CMOS flat panel detector ming skills. Optional upgrades include µCT: makes this jewel of a system the choice for high perform- ance and high magnification real-time imaging. Crystal Clear X-ray Inspection. Nordson DAGE. ~on DAGE I XD7600NT Ruby FP X-raylnspectionSystem Specifications Nordson DAGE NT500 sealed-transmissive, filament-free x-ray tube: -,-< 0.5 µm feature recognition 30 -160 kV for< 4 W target power -< 0.95 µm feature recognition when above 4 W target power -10 W max. target power above llO kV -automated tube stabilisation 2,500 X geometric magnification (5,200 X system magnification) 15,600 X total magnification including digital zoom Easy, collision-free, high magnification inspection: -even at oblique angle views -joystick-free, 'point and click' operation Maximum board size: 29" x 22.8" (736 x 580 mm) with reduced magnification Maximum inspection area: 20" x 17.5" (508 x 444 mm) 70° oblique angle views: -for 360° around a point of interest -isocentric manipulator configuration keeps features in field of view Long lifetime CMOS digital detector with 1600 x 1200 pixels (2 Mpixels): -25 fps full-frame 'real time' image acquisition -real time image enhancements 16-bit digital image processing AXiS -Active X-ray Image Stabilisation -anti-vibration control 24" TFT LCD operator display monitor Nordson DAGE Image Wizard operating software including: -automated and manual component fault analysis including BGA & QFN -simple to create and use robust automated inspection routines -plated through hole (PTH) fill percentage calculation -accurate measurement functions -automated and manual die attach / area void calculation -patented1 x-ray navigation map for easy fault location -simple to use, no complicated joysticks required Fully lead-shielded system safety cabinet -providing < 1 µSv/hr x-ray leakage -meets all international standards 2 years system warranty Options • µCT choices with system order or as a retro-fit • X-Plane""2 • 24" Secondary monitor for extra software functions and extended desktop • Joystick control (X,Y or X,Y & Z) • Barcode reader System • Size: 57" x67"x77.5" (wxdxh) • Size: 1450 x 1700 x 1970 mm (wx dx h) • System Weight: 1950 kg (4300 lbs) • Maximum Sample Weight: 5 kg (11 lbs) • Power: Single Phase 200 -230Vac, 16A • Max.Power Consumption: 1000 W Max. • Air: 4 -6 bar clean, dry for anti-vibration • Operating Temp. Range: 10 -30'C • Humidity: < 85% (non-condensing) Nordson DAGE 25 Faraday Road +44 (0)1296 317800 www.nordsondage.com Copyright© Nordson DAGE 2014 DS-XR-7600NTRubyFP-151214 1 EP 2063261 1 Patent Applied for Specification subject to change without notice c & oc Rabans Lane Industrial Area Aylesbury, Buckinghamshire HP19 BRY, UK For more information, please contact your Nordson DAGE regional office or speak with your local Nordson DAGE representative, all of whom are listed on www.nordsondage.com Americas + 1 510 683 3930 Phone sales@nordsondage.com Email China +86 512 6665 2008 Phone sales.ch@nordsondage.com Email Germany +49 7021 950690 Phone sales.de@nordsondage.com Email Japan +81 3 3599 5920 Phone sales.jp@nordsondage.com Email South East Asia +65 6796 9500 Phone sales.sg@nordsondage.com Email Taiwan +886 2 2902 1860 Phone globalsales@nordsondage.com Email United Kingdom +44 1296 317800 Phone globalsales@nordsondage.com Email r,;;;.an DAGE Nordson YESTECH's advanced 5 megapixel color camera imaging technology offers benchtop PCB inspection with exceptional defect coverage. This benchtop system inspects solder joints and verifies correct part assembly enabling users to improve quality and increase throughput. The optional four side viewing cameras add additional inspection capabilities found only on in-line systems. Programming the BX is fast and intuitive. Operators typically take less than 30 minutes to create a complete inspection program inclu~ sold~r inspection. The BX utilizes a standard package library to simplify training and ensure program portability across manufacturing lines. Programs created with the BX are also compatible with Nordson YESTECH's complete line of AOI systems. Advanced Fusion Lighting™ and newly available 5 megapixel image processing technology integrates several techniques, including color inspection, normalized correlation and rule- based algorithms, to provide complete inspection coverage with an extremely low false failure rate. The BX is equally effective for paste, pre/ post-reflow.and even final assembly inspection. Remote programming maximizes machine utilization and real-time SPC monitoring provides a valuable yield enhancement solution. G;;;json· YESTECH Features: • 5 megapixel color imaging • • 1 top-down and 4 side angle cameras Quick set-up • Hig~ speed • High defect coverage • Low false failure rate Automated Inspection for: • Solder defects • Lead defects • • Component presence and position Correct part / polarity • Through-hole parts • Paste C-son YESTECH BX Benchtop AOI Benchtop automated PCB inspection Specifications Nordson YESTECH USA Headquarters: Model BX Optional Upgrade: Inspection Capabilities Throughput Maximum Board Size: Clearance: Minimum Component Size: Defects Detected: Software Algorithms: Data Requirements: CAD Translation Package: Programming Skill Level: Operating System: Off-line Software: SPC Software: Data Outputs: Hardware Lighting: Imager: Facilities Power: Footprint: Weight: Machine Installation: Nordson YESTECH USA Headquarters 2762 Loker Ave. West Carlsbad, CA USA 92010 Multi0function system with top-down viewing, 5 megapixel camera 4 side angle cameras Up to 10 sq. in./ sec. > 500,000 components per hour 18" x 20" (457mm x 508mm) 2" (50mm) top and bottom 0201; 01005 with high magnification option Part: position, missing, wrong, polarity, skew, tombstone Lead: bent, lifted, bridging Solder: open, insufficient, short, solder balls Color, OCV, OCR, barcode recognition, both image and rule-based algorithms ASCII Text, X-Y position, part#, re£#, polarity Aegis, Unicam, Fabmaster, YESTECH CAD Utility Technician or operator Windows XP Professional · Optional -Rework, Review and Program Creation Optional -Real-time local and remote monitoring of first pass yield, defect trends, and machine utilization. Text, SQL, ODBC, MS Access Proprietary Fusion lighting™ multiangle LED 5 megapixel color camera Resolution 2448 x 2048; 25, 12 or 8 micron pixel size Tl0-220 VAC, 50/60 Hz, 10 amps 34" x 39" x 17" (864mm x 991mm x 432mm) 170 lbs (77 kg) < 1 hour +1.760.918.8471 Phone +1.760.918.8472 Fax www.nordsonyestech.com 2762 Loker Ave. West Carlsbad, CA USA 92010 +1.760.918.8471 Phone +1.760.918.8472 Fax Asia: #137 Guoshoujing Road Zhangjiang Hi-Tech Park Pudong, Shanghai 201203, P.R.China +86.21.3866.9166 Phone +86.21.3866.9199 Fax Europe: Bergerstraat 8 6226 BD Maastricht The Netherlands +31.352.4466 Phone +31.352.7722 Fa~ UK 62 Basepoint 1 Winnall Valley Road Hampshire, S03 OLD UK +44 (0) 1962 832654 Phone +44 (0) 1962 832501 Fax (€ @ C-Son YESTECH Nordson YESTECH's versatile X3 Automated X-Ray Inspection System (AXI) offers complete inspection of solder joints and other critical hidden features found in electronic assemblies, PCB's and packaged semiconductors. Ideal for in-line or off-line operation, the X3's innovative algorithms enable fast and reliable automated inspection and real-time monitoring of critical process information. Programming is fast and intuitive. Nordson YESTECH's state of the art, patented Digital Tomosynthesis Technology acquires multiple images in different slice heights in one inspection cycle. The images can discriminate between components on the top and bottom slices of double sided boards for unimpeded automated inspection. The utilization of standard package libraries simplify training and ensure program portability across manufacturing lines. Newly available image processing technology integrates several techniques and inspection algorithms, to provide complete inspection coverage with an extremely low false failure rate. When integrated with Nordson YESTECH AOI inspection, these systems can increase fault coverage to include nearly all process defects. Optional remote programming and SPC software can be utilized to provide a comprehensive yield enhancement solution. Features: • • • • • Automated 2D & 3D inspection Unsurpassed image quality High defect detection Low false calls Fast throughput Quick set-up Automated Inspection for: • • • • Opens & shorts Insufficient / excess solder Lifted leads & tombstoned parts BGA • Voids • Component presence and position C-son YESTECH X.3 3D X-Ray Specifications Inspection Capabilities Modes Throughput: Maximum Board Size: Clearance: l\1inimum Component Size: Defects Detected: Software Data Requirements: CAD Translation Package: Programming Skill Level: Operating System: Off-line Software: SPC Software: Hardware X-RayTube: Color Camera: Facilities Power: Footprint: Weight: Machine installation: Compressed Air: Safety Traditional 2D x-ray image of BGA on a double sided board. Nordson YESTECH USA Headquarters 2762 Loker Ave. West Carlsbad, CA USA 92010 Automated in-line x-ray inspection 2b -and 3D operation 4 to .5 sq. in./sec Up to 20" x 18''. (508mm x 450mm) Up to 2" (50mm) top and 1" (25mm) bottom 01005 Part: Lead: position, missing, wrong, skew; tombstone bent, lifted, bridging Solder: BGA: open, insufficient, short, solder balls shorts, voids, position, missing ball ASCII Text, NDF pin data Excel, Aegis, Unicam, NDF translator, YT translator Technician or operator Windows XP Professional Optional -Rework, Review and Program Creation Optional -Real-time local and remote monitoring of first pass yield, defect trends, and machine utilization. Maintenance free, sealed reflection target, 5 micron spot size 100 or 130 Kv, 20 to 39-watt max. output Barcodes and Fids 110 VAC (220 optional) Single Phase 50 / 60 Hz 15amps 59w" x 66d" x 63h" (1,500mm x 1,676mm x 1,600mm) 5,500 lbs. (2,495 Kg) < 1 hour 80 psi, 2 CFM Nordson YESTECH x-ray systems are manufactured to comply with the federal standard for cabinet x-ray equipment as established in Title 21, Subchapter J of the code of federal regulation sections 1020.40. Lead is used to line the cabinet and door, with lead doped glass for the viewing window. Interlock switches ensure that x-ray radiation can not be generated with any part of the cabinet open or removed. ,. ......••.•.• : .••.... · ...................... . '. ............... J•J• ...... . .................. ; ....... . . .................... ~.,· '.: :::::::: ::·: :·::~:: ... : ............... . .......................... ~ .................... , .... ......................... ' ..................... ;•• ....................... ........................ ::~;·::: :,:::.:::: 30 x-ray imaging solder joints on top side on a board. 30 x-ray imaging solder joints on bottom side on a board. + 1.760.918.8471 Phone +1.760.918.8472 Fax www.nordsonyestech.com Nordson YESTECH USA Headquarters: . 2762 Loker Ave. West Carlsbad, CA USA 92010 + 1.760.918.8471 Phone +1.760.918.8472 Fax Asia: #137 Guoshoujing Road Zhangjiang Hi-Tech Park Pudong, Shanghai 201203, P.R.China +86.21.3866.9166 Phone .+86.21.3866.9199 Fax Europe: Bergerstraat 8 6226 8D Maastricht The Netherlands +31.352.4466 Phone +31.352.7722 Fax UK 62 Basepoint 1 Winna! Valley Road Hampshire; S 03 OLD UK +44 (0) 1962 832654 Phone +44 (0) 1962 832501 Fax t,;;;;ison YESTECH CASCADE FORCED AIR LAB OVENS -----~------~ --- ' I·, I ; · . I ·f -;,-~ .,_---_l-------~ CAPACITY INTERIOR DIMENSIONS (WxDxH) EXTERIOR DIMENSIONS (WxDxH) TEMPERATURE RANGE TEMPERATURE UNIFORMITY TEMPERATURE TIME TO 150°C TEMPERATURE RECOVERY TIM.E AIR FLOW CONTROLS POWER HEATER WATTAGE STANDARD DOOR GASKET SHELVES ACCESS PORT WEIGHT WARRANTY '' 1.6 cubic feet (45 cubic litres) 13" X 14.63" X 14.75" (33.02 X 37.16 X 37.47) 22.5" X 21" X 32" (57.15 X 53.34 X 81.28) Ambient + 15°C to 235°C (With Standard Gasket) +/-3°C at 150°C 10 minutes 2 minutes (after door open 30 seconds) 120 feet per minute Watlow EZ programmable control with ramp & soak capabilities. Built-in, independent overtemperature controller. DB25 pin RS-485 serial comm port. 120V / 1Ph / 50/60 Hz/ 15 Amp 1500 Watts Silicone 235°C Max (300°C Teflon available) 2 Adjustable, 304 Stainless Steel 2.75" Rear 127 lbs. (195 lbs. shipping) 1 Year . . Project No.: City of San Diego Development Services 1222 First Ave., MS-302 San Diego, CA 92101 (619) 446-5000 Notification No.: Water Meter Address: 2765 Loker ave Carlsbad, ca Building or Project Address: Water Meter Data Card I Sales Order No.: I Connection Object No.: AUGUST 2011 Maximum Length of the Water System: 600 !No. ofBuildi.ng Stories: 2 IFiushometer Valve Fixtures Used 0 Yes O No TABLE A-2-2()10 California Plumbim, Code IVIinimum # # # TOTAL Appliances, Appurtenances or Fixtures Fixture Branch Private Public Asssembly X Fixtures Fixtures Fixtures ACROSS · Pipe Size Added Removed Remaining ± 3/4" Bathtub Fill Valve 3/4" 10.0 10.0 X Clothes Washer, domestic 1/2" 4.0 4.0 X Dishwasher, domestic 1/2" 1.5 1.5 X .0:§ ... 0.5 Hose Bib 1/2" 2.5 2.5 X 2.5 Hose Bib,. each additional .. . _1/2~ J,9 .. ' ..... L _; ~. 7 . 1 Lavatory 1/2" 1.0 1.0 1.0 X 19 9 8 18 .LQ __ l -- Mobile Home, each (Minimum) 12.0 X Bar Sink __ .. _. _112" .... . ;i:..o ,~-Q-: --. :~ .. , Clinic Faucet Sink 112" 3.0 X ·8;0. Kitchen Sink, domestic 1/2" 1.5 1.5 X 3 -2 . :1 Service Sink or Mop Basin 1/2" 1.5 3:0 X 2 -1 2 1f.2" Shower, per head 1/2" 2.0 2.0 X 8 -2 2 . 6_,~. Urinal, greater than 1.0 GPF_Flush V. 3/4" 4.0 5.0 6.0 X Washfountain, circular spray 3/4" 4.0 X .1/2"_,_ -~-~--2.§.. -_,_..,, -{ ---_ _,,_- Wtr Closet, 1.6 GPF Flushomtr Tank 1/2" 2.5 2.5 3.5 x .. J" 6.0 ._~;(!: ._1f' Wtr Closet, >1.6 GPF Gravity Tanlc 1/2" .·.1.f Other Water Requirements For Explanations, see 20]0 California Plumbing Cude.page 318. 3.0 5.5 7.0 X GPMfor 96 Total Fixture Units -> Show NET change in demand (for non-residential use ONLY) CAPACITY FEES ARE BASED ON ALL NEW AND/ OR ADDITIONAL DEMAND 3 ·. -1.~ .. 4.5 16 _ 13_\L 220 Note: If any fixtures 01· water requirements are designated by GPM -City Staff will convert all use to GPM for meter sizing. I affirm that the information given is correct. The approval given for minimum meter size and maximum water capacity of water pipe are based solely on the information and the building plans. Any deviation under construction will require resub- mission of corrected data for determination of adequacy of water pipe and meter sizes. SignatUl'e (Ownerfl'enant or Agent) Date Signed 6/JJ/6 .. .. Printed on recycled paper. Visit our web site al www sandiego.govldevelopment-servjces. Upon request, this information is available in alternative formals for persons with disabilities. ~S-16 (08-11) cB l S-· l B ' ' INDUSTRIAL WASTEWATER DISCHARGE PERM.IT · l / 5 SCREENING SURVEY Date G _ll I Business Name I\) ~do o \·-1 e.k Street Address ··').7 5 l.c k' v ve. L0e . .s C RtS CA ',~0ho ( PReJEcr) Email Address Ste.vtZ.11) .. bv...i:.-Vll.S @ Vic.r&,,su v-a , c.. t ~ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your facility: Acid Cleaning Ink Manufacturing. Nutritional Supplement/ I/Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting/ Finishing Battery Manufacturing Manufacturing Paint Manufacturing Blofuel Manufacturing Membrane Manufacturing Personal Care Products Blotech Laboratory {i.e. water filter membranes} -Manufacturing Bulk Chemical Storage Metal Casting/ Forming Pesticide Manufacturing/ Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors} Dry Cleaning Electroles~ plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacluring Coating (i.e. phosphating) /2rintShop Fertilizer Manufacturing Chemical Etching I Milling Research and Development Film/ X-ray Processing Printed Circuit Board Rubber Manufacluring Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap I Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s} (if known): _3=-'G,"""--7--: _9JJ--· ______________ _ Brief description of business activities {Production/ Manufacturing Operations}: ____ _ AsseMBLic AMD rG'6Tnhi.J (; or OEM r&u1PN11Wf Desc~tion of operations generating wastewater (dischar_ged to sewer, hauled or evaporated): .· -E5TRO~/SHowcR3/ K~ 'f'<C:..l-ilEAfS (DoMES1#C.. Sou~:i-) -1-!..L.J..<~~~~~~~~~ns · _..:.::;_.._........_Jl,,---:,;...;;.,..;;;;__;;,_,,;;;-=-=-i:..,i:......:ut.JW...,.~=~ILL.:=~~LU--ll~~=~~..l.,./lit.1ll,,.l....JLaf;..,~f;.rt)!J£ Date operation began/or will begin at this location: --"-"~---=-=-.....,.,---'--"'---- Have you apQlled for a Wastewater Discharge Permit from the Enclna Wastewater Authority? Yes ® If yes, when: __________ ,....,,. _______ _ Site Contact · ·e.., BL\'( V1 Title fu_u 1 { i 1 h~ .5 /V\ct..v1Ctj e v Signature ~-I h · Phone No. ? C, D .. l/ 31. l '11 9 ENCINA WASTEWATER AU'fHORI 6200 Avenlda Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 1 · CB151811 2765 LOKERAVWEST 6·/2. IJ'-ro ~h;J, lo~ Ft'RE '"~G-,',:__ tu/W-rl,(C~ ~N""'JJ Hfrz_rncc, ~ 5e--0T ~ -CV e£-1L ~ (""'1 re_ v/\lt>{t<; -fl.Al\Jtv\Nvf -fo A&S lP / l P5 J I S -c__i..+'-l @._ 'f-C... 1(1<>/fr--~ TU P(M -[s&i·c.w/cale5 · G..,t'i :JC@ fc_ i;ms s../fY\'3.3/f>-<J.1/P--1.y'P.J,J 1 /l':b/\~- 7/01 / 15 NBI.» m t:t--P ..5tfe£T.S Of\) L tf j rf\:;; · ' f l,3 .. , ) p -3 . ;;;>. fJ --, J UJ Jen~ I Pt.lMn dL-(..CS / Ytv,.4/ ffrtzmA-T · JI ~ /~\\-7V ~t/4,.i ~ 4ir c,,-N ]'[' Y-jj0Vi2-~ Q__,-pr.,. -I <?!6/lc; ~ itk f..ri-01(l/A,---!/( 7D /JJ.'{Jl -til/lJ,J-~ ;~ 1--\ ~'~ !IJ:J/~,t1,v~lf,fZ)'M'i'~ ,1A,_ ~tV~ 0/ b )rs I ff ULJJ i Final Inspection requirec D Plan D CN SW 0 PLANNING ENGINEERING FIRE Expedite? N DIGITAL FILES Required? Y HazMat APCD Health Forms/Fees Sen Encina Fire HazHeafthAPCD PE&M School Sewer Stormwater Special Inspection CFD: Y ~ __ LandUse: Density: PFF: Y Comments Date · Building to-~· Planning l..0/ IS/ Engineering Fire ,bl~'" Need? sutp,s,+e,e, T. ,....,. I •