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CC-14-1666 1 BRUNS-PAK 999 New Durham Road Edison, NJ 08817 Phone:(732)248-4455. Fax(732) 393-0328 Submittal/Shop Drawing Comment Sheet Project Name:Barry UniversitylDeta Center Renovation Project M 9707-2 Item (s): liaised Access Flooring Product Data Submittal Date: 9-9-14 Comment Date: 9-10-14 Comments: 1. Under separate cover, please provide manufacturer's catalog cuts and product literature on the equipment cable cut-outs("Koldlok°, or an approved equal)required on this project. 2. As per the Architectural Drawings, provide the City Inspector with structural calcuations associated with the raised access flooring system prior to the installation of any raised access flooring on this project. 3. Under separate cover, provide a cable cut-out layout drawing for coordination with, and approval by,the Owner prior to proceeding with any cable cut-out work. ineer's Stamp ¢p i� ��. 1; On NEVf DURHAM ROAD r' .APi"' tfi.VF-D f'3 NOTM - p6,'a$#��"q�f I'e'.Tr & qi'a�—;S7 p3�i".�,i1 T AFFF Y, P — mtUU UU106,;w. o CHK V A4!k---D-M r&oif HAS SEEN REVEMED FOR Wit-Ll i tri:=QXLi. V'SUO--M. -3 rR NSI MA WIN ALL FOR Arellano Construction Co. TRAN§hlr-rrAL 7051 SW 12th Street NO. 00010 Phone: Miami,FLORIDA 33144 Fax: PROJECT: PC BU Data Center Reno-114519-77 DATE: 09/09/2014 TO: BRUNS-PAK REF: Submittals 999 New Durham Road Edison,NJ 08817 ATTN: Alison Michael WE ARE SENDING: SUBMITTED FOR: ACTION TAKEN: 0 Shop Drawwings Approval ❑ Approved as Submitted [] Letter ❑ Your Use © Approval as Noted ❑ Prints R] As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit [] Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned ❑ Specifications At}ed ❑ RehamA for Corrections ® Other. Made from Submittal ❑ Separate Cover V ia: PDF ❑ Dae Date: ITEM NO. COPIES DATE ITEM NUMBER REV.NO.DESCRIPTION STATUS 1 1 09/09/2014 SUT 09622ul 001 Dwg:Title:Access Floring-A-000 Finish Schad NEW ... Desc:S.Drawings!D Data/Material Safety Data Remarks: Attached please find PDF shop drawing submittal for the listed spec. . Ek"SPE I V SEP 09 2011: �U 04" CC: D.Smith[PDF record copy],File Signed: Rafael Portuondo emsa Rafael Portuondo From: Trekeya Baso<tbaso®irvineaccessfloors.com> Sent: Tuesday,September 09,2014 3:38 PM To: 'Trekeya Baso;Rafael Portuondo Ca: 'Scott Herter'; Dennis C.Smith Subject: RE: Barry University Data Center Attachments: Barry University Data Center-Access Flooring Submittals.pdf Importance: High 1 3:145 Vq All: 69 d'd - Atce 5 e..�e"M' 'L.CIP013 r. &.000 Looks like my original email was unsuccessful so please let me know that you've received this email. Please visit our new website unvw.ftWneaccessftoors.cona Trekeya D.Baso Office Administrator 407-851-7479 Phone 407-851-8709 Fax 4 FLOORS From:Trekeya Baso[mailto:tbaso@irAneaccessfloors.aom] Sent.Tuesday,September 9,201411:30 AM To: 'rportuondo@arellanogc.com' Cc: 'Scott Hertel;'sdennis@arellanogc.eom' Subject: Barry University Data Center Good Morning, Please see the attached access flooring submittal package for the Barry University Data Center for your review. The color selection is to be Formica Cheyenne Gray—70103 per Barry University.Please let me know if color samples will be needed and we can get them for you by email or UPS. Thank you. Please visit our new website www.irvineaceessfloars.com Trekeya D.Baso Office Administrator i 407-851-7479 Phone .407-851-8709 FCC Nis ACS*SSS MOORS z • r r 1• ARELLAKU CONaTR 07ION 0,01 4_511.1-1 ---- RtiMM A Nam �p�o s��rax ra►gG4 oo~ocf,�o�. ,t �ss��xc'�� .� Tito putpass oft*a6mltai t'mmw is sowy to f�` $C Lie cot�farcttsttcs iWh cdnini a dwim nia•fend fb not to ho 00% ecoot3 rm-of reapmalb Mly for d$etgn or Want, t�rpia��t of ti a ocrbm(ttaf dos.lnot relts�ja(fie subwntm*r orvgttttddddrog 4(gftoWW raWnstb Ry(6rquoraWasf ctmmsfom orMOM=tuftoMMOA daotfmsnir. ' 47 RB�awadby;. .�� t3ates � � j 2150 Pry tmw 1R Wanea .szeo9 VH4E a(407)451-7479 F W SS14709 ACCESSMOORS BARRY UNIVERSITY DATA CENTER MIAMI SHORES, FLORIDA SECTION 096900-ACCESS FLOORING Maryland • Washington,DC Virginia • West Virginia • N&S Carolina Georgia Alabama • Mississippi Florida DSM]BUTOIS OF UW ACCESS FLOORING www.irvineaccessfboaxom 2150 Premier Raw kb, RVI E P(40)F1 -Vaq 32809 (407)-M-7479 10'IACCESSFWORS tbasolPindneawmS1100rs tam BARRY UNIVERSITY DATA CENTER ACCESS FLOORING SUBMITTAL INDEX 1.. Product Data • ConCore 1250 Panel-24" • 12"FFH Bolted Stringer Pedestal Assembly • AIM.382 MSDS 2. Test Reports TA7F CCN1250 with Bolted Stringer Maryland • Washington,DC Virginia • West Virginia • N&S Caralina Georgia Alabama • Wnsissipo Florida DISTRIBUTORS OF SW ACCESS ROORING www.WrteaccessFloara.corn act or P CC1250 Panel-24"' SPECIFICATIONS Gen®rgt h�farlr�On ttm e Panel wow:6.0% flare. bob m pmwif}7 eta- o Al steel welded c90n filed bdamalyWith e bottomlasme�6ouscpm nmteriat Welded atrstounal one des" ssect7drly at a Protected tram amnniiott by anepMY pebA*dsh • �e comensfous Pates Rnict1 . . cuss A tkvrra spread ra8ng, . nton.comtw�te nmt6t�6 FUN hwd avid UNDERSTRUCTURE OPTIONS mted sleet7 [a Fro ng ©Podwk �, a o 0 0 0 ®2't3oited SWw 4 eotterl stringer COVmNG SONS The factcty laminated�integral tdmedge 1t8'H tor) �n6'HPl fOrniiGQtce►e 1i1� �,rdy TOP VIEW 1�r: ®1J6'Condocitasl#'L rCalor) �tal Foc'n i c CL [3 1116"CmW HPL Wor) i O For adMonal Iamhb op!cm contacl Indde Sales Bare pair w Panel 4pom❑Base P*.Wd Fkdsh to accept eerpotlla applca ttat 13 tare Pented FW1h to accept PGdM applkellon Bare Panel 1-W deep 1-W deep at corners lntegral shape pocket design and locatbsgt,t;tferposfttvo _ lateral rowwon so lora lm wfth orwmw d swam aminated Panel With Integral Trlrn 1-31W deep CORNER DETAIL 1-W deep at cmno s System perform mme Crawla System performance wBwb are the mast import d to corrckcetbs—#W repre W ft pertor nm=In atypical kmtslia6an.Fanal dncy Criteria such as cmm*aW load Is obn used to specityloor sysWns however,the els notreprosent Eve of an ach WMI186on because ft ts pedwood wish the panel ting on blocks,not aohtal wuW81n=+a System Performance Criteria(Tesw an Acuai tkiderstructura); System Type SYSTEM STATIC LOADS ROLLING LOAM 1tU�ACT Penal UtutembZwh" WEIGHT 1Deft 64=te Loaft SaW FaoW is Passes i4,0m P LOAM ConCme(x7260.24' pa51b* U mslfF J=u hAL2mmm 1125 ms 675 is 150 @s 4tkglm' 557tg D"1134ka d0a.z bio k9 3071% 80 k9 soft d aft ger 10.0 W/W 126011a A+.25000s MW.2 tm ft wo ft 150 4ts 49 !m' 587 t9 WL 1134iQ 454 kg 363 kg 0-4- 1. 8k91.All loadtods ere pfd using the CIRCA RemmmendedTesc ProcedureeforA=on Pkoom wfth tha emwptlan of OWgn Load. Design Load oepacftics aro venTO doltgl the CISCA Conaxtm ted Load W=odura 1WO toads applied through a r dla,hrdentorat the waast pobM but wnh the patrels sappwtad by adctal undwatnu Wm rather ptan afnl blocks.(Tesbon panels wppww by bUmksm not m;prssenbadve or panel or sydsm perFarmance h►ached htstkttadons.) 2.Saidyfactor Is I)Mmatelaad dhdded by Daly toad. Tate Amm Floors.Inc. ®2008 Tate Ac om Floors,Inc. 7510 MonWvldw Road R 6!20'14 Jessup,AAD 20794 Tel(410)799-4200 Fax(410)7919.4207 Bolted Stringer Uanderstructure for ConCordoand All Steel Access Floor Pends-24"o lyp1A Pedbsftl PEDESTAL SPECIFICATIONS Pedestal Assembl 0 Assembly up to Dai'FFH droit provide an COW lb. 3 axial load without permanent deformation. 0 Assembly shall provide a 2"tM adjustment with a floor height of 7"or greater. 0 Standard finished floor heights from W to 36".For GUM firdshed floor heights please contact the Tate Technical Hotline 0 8O-231-TM.For seisrsdc Z cera Mons,refer to selimic submittal details. dl Overturning moment of 1,000 hfibs.when Tate recommended pedestal adhesive is utilized. r 4 Ali pedestal components and fasteners are completely, electro-zinc from 0 Zinc electroplating shall be prothibited on all pedestal +� LEGMD components and faster>ara 1.Access floor partes Pedestal Head 0 0 Standard head Is 11 ga.die formed gatvanlzed steel 2.Rod formed galvannealed pedestal head and resistance welded stud with steel stringer adjustment nut. Heavy duty head for CC2000 and CC2500 panels Is 8 ga.fillet welded for field and tacit 3.114"-20 X 1 WV screw welded perimeter head.Head and Installed stringers shall provide perimeter supportfor panel. 4.Die formed gale. 0 Stringers shall be aftschad wilt 114"-20 fiat-head steel head screws. 0Pedestal head shag be tapped for engagement of S.Steel stud stringer saws with(4).Va diameter holes for 7 3W-10 UNC Mechanical fastening applicallorts. S.Nut with vibration proof ells Steel stud shall be 314°-10 UNC. locking device 0 Nut shag be 314!-10 UNC with corrosion resistant (8"FM and up) Waiting. Pedestal ease 7.Type 1 base with 0 Base to beat least 16°square and galvanized steel 70 sq.x 17ge.wall gale. with(4)Ye"diameter how for mechanical fastening tubing applic oibne. 0 Pedestal tube stall be 7JBEI"x 17 ga.wag square 8.Die formed embossed galvanized tubing. gals.steel base WME C7 9.Resistance Weld 0 Heavy duly roll formed steel stringer wilt wlttstand 450 Ib.mid-span load. . ® ConCore 2500 panels require the f x.064"stringer.Alt other panels except the ConCom 3000 use the.048" Winger !/ Pastel(field cut where i Golvanneeled stringer constuudon to prevent nece ary) oorrniom _ 0 Stringer shag be 1-1140 deep x 314"wide. • Stringer grid pattern shall be 2'M 7 • o basketweave. Stringer Perimeter bead (Field cut where assembly necery) Perimeter pedestal Q Flew pede Perirraeter i Perimeter pedestal Shall provide support for pants around columns,at walls,curbs and fascia. 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PEN VM ClInINTV ENCIN-F,998-f M-PECTORS INDUSTRIAL IAL-HYGIENI E SERVICES FOUNDED 1.8-96 MUM* .CLMNr: TAn ACC955FUOM�,,its. bATE, 3f25,t n P'AN- utr�or UCrUZ.Tbe fcFIIo }tagi ►wmp� aceerdantfth °Teciznu edTest k'raredptecr 1 _: e ro=5 Rd7tsrtg Londe asp ubbslled Lig arganfratibn a�d :A Tate conawa Im hlye paid Wa_ssqT'cmre-d.on d*above rifr �dexst�xctixre�i �a ti�ree�ac�el. �n*r up ait.d moimted on a rofWg 10ad.$Juu latdr1.Wo separate pawls Were used for eft&aftbe fd1lo h*ice. Wiwi A Ted of TbsA was Ap lled•to•fhe Pam4um.W via a3a-.din,x 1-�f��"ij*fj iTk VibeeI afia Taums.-land.•IT&of iqo� f /man.for a duration of IQ•passW,s• A toad of SW-bs:- LV iuthG p s ar,�:�a:b"din.x�°urethatrW�th�I 0 a foitfpg Toa$rate of-1661LIa it.fir a duraf)on of`f0 pdsses. The wheeb were<moiintgd to,a W1 arrangement.and theload;Ards Vedlied by-a M;ordRhwq force ginS Can o pf N MVA-).ne path of each wheal was�to be dewri tine cm**erofthe Pax)d-Theparmis•wexe me red at the leeufiom notied below before and after tile,teff tta I*Ved anyja)OWWmV4tjm caUsed by rdMfig lttazi as"�dicat�.T•n_�ddi�n.•tk�e�neLs zee metreti�n� d�fgraRtalirss�o'�7�a'iie�o�� afYe�c f[�•test p g W.cdia:f iusdf tpr.'. focati x-Z,,2-3. .4,�Y,$$S�- .L ficaI iztderrta Tants at leir' irons e d PA utre.disct>ted to d&en*fi*)tK4 ben- IdefomritioL whe.Igmtb. 6"-A 6NIE page 62n FaAs Rd.J PA,11410009 �Xtim ares MM ylasd 212UMS09 Tc)_•410J 11 1 i v&.4IQ-32i-138.4.l u W.Wlpandbhw com r y '•..'%.a '•,-;�'�.*:y:.f_: ':s c.7:' ,Ui '' .r ' e, Li,:._ :.-.-_n•r:.v +ilt cL .-.;iii Y.•_3i.x-4iP :.vri - �" __ - _ � 'ly >r3:°H'u. :a-r'r—^^P� L'"'• _ _ _ _ _ _ •:e:z. inR-^s'"`.�^.'h. :.^im�..�� +i><'a ?••�RIa � ��, L•c. tt -,e,.�1 •is•_°"a':'`:r�.�' ��`'`•a:i • __ �{'�.'�..-7 si�,mp ... .. dr•. as rC.�^.��: _ '°TX'ro� 1�.;.,„..?::+:1>y-:.;s' - �^�^a�.i...y..."._,;:i.,l`'',."s•-y: a �- -Y �: �a� `- - - _,:ate::-•, I L x-11 ,4.b'B�F�a :'_'_' - �+-y,T � i.a..'.�. b.•T+r-; _ .ry e'��:'i••h••"ne. a,va :may":'•: _ :� fit•. _ �s -n j.�T-„ti, J u �"Jl� ..-aw*Im��a�-J:�eEc�. �.�- �,La- = i � f *�y"a� �4e'7ro+y Z p �.t I e �l+��,w 1 ••�.� '�-T�.1"._v7 � 9.rs'� - 1,..•. ra't +'i'w'I "^"�"'c. 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U, "Yl-;'. aw �'1i Lo // , e e� L n` � +t� K�1'y ^ "a uN - +&F•I.;' C s -.� _ � w e� q°'ti�-l-e -a. -n3_, 1 ��yt� fa Elli• -;.� t t.v(r Lei Q,.. aQ,.- •�.l �. �" 4.%II; �.Ks`i , �•-tl—� � 'Ty c�'R't: , 'ikCa`."` No. �a + ri e l+.s•s..—t _ _ rg _ L a S✓ ,� ny"am T Tt 6 S.K~ �•,r,jam +LL. '. zi, '1n-=4 +' " sm" t s ?:.-i M-t J i v-T, r .r; b-•P�„"�t ri15�.•�rF� t*'." yjs -36F ' �•'`�- as n :an r- �q wI�§ �"'_'�r„`�{ya+' " -3-n`}�,,� :�`' t #"` 1 ^ , L. .i'- �ir..::,.•!T� y.y.-a_ a ln'I' 1'T�11'!y E.'J 5x' �. �• +.i�""��u--'��rV,,. •iK Y :.,..ss -t f �.y„?.S #s..- d� w �` i p i�" �x �,..•.', y .T1s--'H' L :. "y�°r+,i'"�sr., -Tej- r.,.:L�"�':;:` ��t f..k;1."au"'.`. :..£�^y Js!' `�°'t -r a_,.s a:+IjL te ` °` ,r•b '�.�:'. oyj j_� t w ,� '!� !"4 ;•><.,�- � 1 " k •p,�»ix'( - .3'r� „�� ''�'"�'' t er a�''_' �-, ' ","w t F`� .+ a-I� �' E•4 - R'�AB �, �.'•r4$ Zyi ,m-:'�� x,�`.fir�xei au � - ��`+ �rS. r�i""' � '^'�', .i. '4d � 7` �«,;; � _';3 a. _`--j^,S 4��h��%�,' '��°:3.:a�� '�'•s.. 4Pr-iAj+- L ri q�sL �g � •f`e�4r,� Rrr�- .9. ,_y, ..r _ ° ".�•'- t ., {cT'I R ,.k. ,! +, a' �`�i�� a u - '��a v b '�+�•d! �IY .� 'tr-t.`.","" �. >•a.. -Y°�r3`'k`+..(""s .i', 3' .'```�t,..gs`a'" Qy J R wza SRI' F'{ 0. s�.,. ��.-._.r?.�+�"s"� 3 •S�:,�5• � ¢�, '` t��, � �.I'.. .ice �� tY--aS"p_�.s" w''r�-• Is3. }�:�',:T•y-��.��,. � { '1•tt` "!L^'�"''�}"s �-••.r�--^• :Nib'`--i � 4t;+fi a z. e , .".q• j. - .� 'm�.,G" J r 's {-,� 1 !b� ,,-,°7e ar$` e .,} -g-• t... fi-' '��' � f $s.� f� 'u. ,,,r ` _ � x,'� S t la ��t „S 1 'y�-�� ,""`',��`1c.+,,,:�'•'r'c�t.,J�,�" -� � „''�`'� �:..' �...3�{`,.uT€i�. �{, � x �`�{ P�.c��'��'"�!'�: fi:.'� r r7j*'• ^1I`4 �� "{ -•��!� �'�" 'S�T� �°'� �bt� i� � � ..m t �1��.'^eM sr ��YL3�a�fl'�:a�t�' �}^"r. e ~_ - ,� �'' °"` }�` iy-Vt�-:.�i'F• ,-- 1 a _:. ASF e�r•.!•- '�`S «t�9- ��w4��jt`� � -e.z.:+•.n� `•_"N'`g�'•t� ''i r }. � 171- T" jS�t .� �iF 't�rt� t�3z�a.a�t .s.•. w,r� a X ��'issat+-r L¢^ '` - " _ ` ��,-U 1 � ••:•+,re,,,�� -+:� r'x,=+�, -.s .��R*n.•»�� F,� � '•"'�`�',•� y�,p,._'-" '"S t rs r'"+„a i' fiat`°,,,+�, f ,�' •-� r _ �_ CHEMISTS/ENGVEERS/INSPECTORS INDUST3 L GTENIE SE iC'ES POUNDED-1890 DESIGN LOAD TFM #? Cc s io.w tS2s- C�;I AYZ: T4td A&Ws MOQm• l3�T iVTay 343p(? PANT L TYPE-,. t os�t~ot�I�0 t.mmitSTWCTtm.1 ,- 41 Uolted Sit" er CO.nQte WO-panels vete.insulted on Mckups of 4t stringers&lted iot resistance u�aded-beads.and Type I bases wlii-ch even ad usied to 12"FP14. Later!r�*stra{ni�g..Lrames mere tt��ed tp isreveut hori�antal trittvi petit cfttie.pexlastalshut• .rtcst lniiu'Gitt deflect-®ia.o Ia fieLg ilr st4 .boads were a�llied.to chp:�ol'i �p�a�l��ahy�raaG;�'lied.lyliniler.�trati�li:a� �uaie;in�ch id�i li�dentor o rYte+asurali by a ral d t i Laad dell,Set9a( ¢92 .Det?'eclians were nw-asured at tlre•tops- oflite•p ls,by!diat pcisffiorted in Iine..wkh*he appTmd.IQads: 13498 pt els we 1,21 lbs.;tlagpeloads were°tlteit d ased to,5o tb.and the WWut+a l Elvn'fot meastarittg ddfigctittn and]uW wry sqt etm.m l:o�'iverd appliedip'I80;ib..:extciiew�Is dudddflec°#ions•4�►ere.r�essureii.tvltileeaett toast�vas•Itettl• . cot f..)Lath modup was J6aded until Tallon. ' lw*ield podintof•emb modkug was-determted when, the deilcatianincrea"r load incsernent..lne>tcate'd-Mu 4ifteWcW'ivas n®longer inoos4 doom xate: • X0M- UP 1 LGADEb•AT CENTER: MOCKUP2-• OAAMDED 1VutSf?on�rt!t1fi d toad, Ddeaffon Yield polnt i load t7'aQW.9-t YJWd phi Fd d U6Laa�lrd mato n.) k c* e U b ' 2oE1 rkiza9 0.01A 30Q- - t1026 '0%909 .300. 0.028 0110 400 fc037 t bQo-, 400 4.036 0:.008 tDO 0.m9• Goo- 0.045 .. 0;009 600 0-061 "06 7M: _atm a-40e o aAo •A07- goo i1:618t) U.OQB 904 0.476 0= 1100 .0.096 olow 1ti0CY 0.004 4200 0.104 t1.t00 1266 moo .t)A* . 430- tf.9'i3 0.t]l)9 1:1iEi1 Oi08 .{I.9o8 . t4o0 O t23 1.010 'Y-jlekl'pow 140.0 0.117 &009 R5oo dl.-M 01012 'ii6Et4 0.128 •0.014 Y140 poiial -62.2 Falls Rd.I P.O.130X O'*i#4d"— 4�r►t-vk*d 1120445 l! 254 L-7384 41 -32 t 738 f wsm*ftiinejDdN i CL=r*T.aW Aec6aflobrk 1= DXTE�.Akyll 2007 ?ARM 1'll•tt ConCoo 1234 Tam et-ute tie s atL{sad'A rforrrts pfft fp as eitliorlW Y-W Pewt-or•t0tim de Load x �tl��,svh�v�r��r� p�itel tidY4 tf�t.ge�a�ete�t�e lb�west-tie�ibm lard_res�cl�•is�ef�idv °lo W xhe des%p load pdommm of"tho systM.RWfd Qn tlie=r lti limed.gboVe.ft.:Sy*m's Mggp L60pOb_Mgq;e is1466 M. Thq.r,►W jmnt?r E.. _ QTS 1'� P+IR €S 'GTfR ISM SER' � = �� ' M• FOUNDED 1896, sr d; 04 �; �`':�°af� e,�s' •t� �t:�l:Abe to-�t - c�eke. � p1: 4jew±3eus #a �tiocrhol a ��': �re�: � l.its•tmY��isriat: 6=��t8tte7d�di��a�d-•a�',s�i� . 1r i _ a ; �3: dor 4 �X..�..-----... � 1 ''!� - 4 `�'. ems:•.. ,� . _�� `. ,_�St-'•"bra,".'�,'.Ca�it�se!�e#��; ak �ii� reee��a�#�tiQ� itig'�rit�Cs a Aid VOW k :;;j 'tI!l�d3�:fi7cfllt � �� t �T b L w Ow.1 mdftabw -A ,tea . �� {'�r "��.'�`m }v z ,�•��_ a � � �v w '� p !JM^iF W.�N�� '�°A•�-, � '�—o--"`�,.�'� ��F ''+�i � '�✓� .°f'�ft"g2L.u�� 3 �. .Y �.' 1�k,�-. =ab,r.-� p�gl� � �i��-<^ry,,��g�r'- rte` 'L�. �'� ti..._ t - C MM- S I FNGME M"WECTORS FOLINDW 1906 O.V-*ERTIIRMN-G MOMENT TE-.ST TesY� a�laai Test tF�id�k: $ase$ int y Type 1 7t Squmm Tube Resistance welded to a r squara Plate Sealta: N�- '1:`.ha•1'oltow5a��st v�g�:ii�a�duitaac�:wi�is8e`�ecc;mu�e1'�t•1'�!�dtsr�:i'or Acec�.i?1a�31r�• • 3ectiun 6 P.'eda��i d►"r�tFnl�i�.3lrto}sea�'��'aapiabits'iied:hy tura Q'� irgaRk�ott and a�deser•-ibetilie�: Pike fizase esstubCies suisplied tl�ioanp taa cteie9t vn D4:lb3t3 -F. p€et�stat add IU AdW%�tx:verad tbo-ea :b , 'lata wd-m s ft:JWl c~azth the Ro#ts to 914. .Base w mbliw►vers RMawedw cw.fttr s pe&ffdf days print ttr1 1�.itot�ntal load►uas s�,riieti by.a:caii6s�d fvr.�e gattgea�ttn�s Inometit•a'ana£2�:iiteiies'ahaee•tli�•c�diicret� su..�s11[[ce. T}ie load�cos€bwiSusLy xispliteti'�ttitttil•3ailtatm•of ills pe�t'sl tnr ad$�t1+e c1c,�ttt�ed smd t:�cl�'2ire utst�d- WOW -1_Stai C,ta�rl 3��'1S;,s.bio-.,�.-=-ter�.,,,na�,.�•g•1`7`�ui.lb, �.,.:�Q3]ZQI��:{}ltL•8 A�e�e�A[G.t�ftt2.��,„r��.71t.�!: - 3,HmizpaW Lootid SZ-0 2).x W�t�,A t im=LIQ h lb:. �..�tat L•_d�d 4:111 �Mam�t�ttx�in;=�1�$�in�.1h. " lNorimamt Load q--$I.s Moimni-Ainr2"in: 1133 ina l[s. A.vemp-116.0im lb. iiOW Tile a"was loeated-af the sadtVekourtm itlt Faft. Thomm C'.,titt*-t.E.. votes ftmxlimg Test Results: The average oiva7rg mantew value determined m this test shendd not be used to calculate the allawable owrtw7 mg mamard for d&pedestal and adhesive cnm&h dhm Please conwd Tatefor ass9s o=m dehrmining gm allowable load eapadttwi for alt pedestal t test war conducted on a concretefloorwhich was smog k,elean,ft,completely aced and unsealed adhesive mmvge of base platy was IOW& In aecordmw with standard installation procedwa.pedestats were installed atmnbiertt tempermVa between"mil W and relative humtchty bdween 2OO4 mad 8115'0. rote Tedmicat Rbdiry I-811th 331-7788 Hotline&dk iawO@tarteaccessjloors_com d01-Frans"I P.M.gar 653M•1 Rafthn6rer Bdae_rlgnd 2D"09 ` aL 4.i S- i31. 41041 7"4 i PmOiaO.xPm. L FENNIMAN CREMI S/ENGM)MRS I INSPECTORS . INI2USTRIAL HYGW E S-E ICES F"DED 1.8% SROM IX D TF,SI' P&-B -S p i :TAX 20117 TIi9ir" FPR Logit ust 9.17iNM TSE: 4'Bolted Sthnger 741d folli o mg t 'whs per aft.ed to accordance wifh the'Re.mmnwded T.cot Nocei far.A Moors! Seefion-4 Winger toadtmffne as publisher by u*cmu organization and as Zsmsed fieereiic TfmTate 41 Bolted StrlmMs wearemountea and ftpported on Type 1 pedestal amseaubb'g ata IV&&hed iloo: A 450Th.load*os appoe#to the tnkspab d&e sb:ing r by a by-drauzlic cyblffand mft91vtd byan o mep load c&SkW#092156 meted 10126/06.'hie•bad was trazu=kfed'via a round kidentor v gffi a fo cqe$nt cmtact axea of one square inch and held for a period of one mftuYe. Upon release of ft load,&e resultant top m ace avaW pamattent set of-the ftee stringers was.009!aS recorded by a dial insfk itor posiiloned di by€'n linewiift the apgffed load. Peivrluivanand Bxdwnf,�Irit. 6Z�2�xifs iE�d::l. �::Ci,tici9t•�3t)9.�'8altlmuure,.il�arylndu#2t�t15t-O�k9 - 'ref 41&-05-4-134 1-Fax-410}32-143M 1 ivuuw ?a3ndfa-ntxom oil "M382 Al Solvent Free - Pedestal Adhesive DESCRIPTION&DATA AIM382 Solvent Free Pedestal Adhesive is completely covered. No more than i!a'bead of specially formulated to bond metal pedestals to adhesive should exude around the base perimeter concrete during the fabrication process of raised of the pedestal when positioned against the computer floors. Designed for the professionals, subfloor. Excess adhesive wiU retard final set featuring a fast tack, high initial strength fi'lrnm in time. addition to the ease of application Keep container sealed when not in use. Store SURFACE PREPARATION between 40-F and 100T. Keep container tightly Floor must be clean, smooth, dry and free of any closed when not in use. Always store in an upright foreign matter that would interfere with a good position. bond. If concrete has been sealed, spot cheek to determine if sealer should be muffed before CLEANUP attaching pedestal. Pedestals should also be free of Wet adhesive zany be removed with soap and oily residue. For best results, the area to be water. Cured adhesive must be removed installed, adhesive and pedestals should be mechanically. conditioned at 70T (21°P) with a minimum relative humidity of 65%for at lease 24 hours before and after COVERAGE installation Moisture Test-All concrete floors should be tested for moisture emission rate by utilizing anhydrous calcium chloride moisture test kit. (Available from installation supplies and accessories x dealers.) Follow kit manufwbutes instructions Consistency Medium Paste precisely to determine moisture emissions. APPLICATION 1. If concrete has been sealed, spot check to Calor White determine if sealer should be seed before applying the adhesive. Pedestals should also be b free of any oily residue. 2.Dip pedestal base into Open time 45 Minutes* adhesive. Butt and rotate an uncoated pedestal base against the coated one until both pedestal bases are equally coated. Position pedestals on - subfloor. 3. The adhesive should be applied so that the entire pedestal surface to be adhered is *Depending on temperature,humidity and condition of floor. I 825546PM Page 1 of5 02-21-2009 MATEMAL SAFETY DATA.SHEET REVISION DATE: 12-26.2007 SUPERSEDES: 04.10-2007 SECTION 1:CHEhhCAL PRODUCT AND COMPANY IDENTMCATION COMPANY INFORMATION Specialty ConstmctionBrands,Inc. An H.B.Fuller Company 1105 S.Frnntmw Street Moura,),60504: Phone: 1-800-323-7407 Medical Emergency Plmne Number(24 Hours):1488453-1755 Transport Emergency Pbone Number(CHEM'IREC):1-800-424-9300 PRODUCT INFORMATION PRODUCT IDENTIFIER: $25546PM PRODUCT NUMBE'F:: AIM 382 PRODUCT DESCRIPTION: Mastic SECTION 2:COMPOSITION1IlyFOR11+iATIO I ON INGREDli)�Ic1T5 Unlisted ingredit tits are not 9lazardous'per the Occupational Safety and ffealth.Administration Hazard Communication Standard(29 CFR 1910.1200)and/or are not found on the Canadian Workplace Hazardous Materials Infomation System ingredient disclosure list. See Section 8 for any additional exposure limit guidelines. QadtalName CAS# PIUMENT OSHAPIL Cakiumembonate 471-341 -5o TWA(Tab dad)15MGW TWA Mtspir Wdust)SMCdivf3 gnudwwhaaol amine 108-01-0 1-5 Nate�ablislted awaltiae 8t1ica 14808-60-7 0.1-1 TWA(Respimble dust}0.1Mt% V*l aceo to 10"-4 0.1.1 TWA Wpm STE.1.26ppm SECTION 3-HAZARDS IDENTIFICATION EMERGENCY OVERVIEW May cause an allergic respiratory mckdom Canter hazard. HivIIS RATING:FMALTH--1 FLAMIVIABILITY— 0 REACTIVITY— 0 see SECTION 8:EXPOSURE CONTR.OLSMERSONAL PROTECTION forpenonal protective equipment recommendations. POTENTIAL HEALTH EFFECTS BY ROUTE OF ENTRY EYE: Can cense minor irritation,tearing and reddening - SKIliii: Can cause minor skin ilrltation,defaitmg,and dermatitis. INHALATION: Can cause minor respiratory irritation. Inhalation of dusts produced dtQmg cutting,griadmg or sanding of this product may cam irritation of the respiratory tract. May cause allergic respiratory reaction. W546PM Page 2 of S 02-21-2009 MATERIAL SAFETY DATA SHEET Overexposure to crystalline silica may mase silicosis. This product contains one or more materials that may be hazardous when present as an airborne dust.During normal limning of the product,the material is encapsulated within the product and will not present an exposure risk. Onyx the product has reached its final state and is abraded or disturbed,dusting and exposure may oc mc. INGESTION: Ingestion is not an anticipated route of exposure.No hazard in normal industrial use. LONG--TERM(CHROMC)HEALTH EFFECTS TARGET ORGAN(S): Lungs REGULATED CARCINOGEN STATUS: Unless noted below,ibis product does not contain regalsted levels ofNTP.IARC,ACGIH,or OSHA listed carcinogens. Crystalline aca Vinyl acetate EXISTING HEALTH CONDITIONS AFFECTED BY ENPOSURE:Lung disease SECTION 4i FIRST.AID MEASURES IF IN EYES: Use an eye wash to remove a chemical from your eye regardless of the level of hazard.Flush the affected eye for at least twenty minutes.Tilt the head to prevent chemical from transferring to the uncontanifizated eye.Seek medical advice after flushing. IF ON SKIN: Wash with soap and water.Get medical attention if irritation develops or persists. IF VAPORS INHALED: Remove to fresh air. Call a physician if symptoms persist. IF SWALLOWED: Do not induce vomiting.Seek medical attention if symptntns develop.Provide medical Barre provider with this MSDS. SECTION S:FIRE FIGHTING MEASURES FLASH POINT_ Non flammable AUTOIGNITIONTMORRATURE: Not established LOWER.EXPLOSWE laff(%in air): Not established UPPER EXPLOSIVE LDAIT(°lo in air): Not established EXTINGUISHING M®IA: Use water spray,foam,dry chemical or carbon dimade. UNUSUAL FIRE AND EXPLOSION HAZARDS: There is a possibility of pressure buildup in closed containers when heated, Waw spray may be used to cool the c ontahxm SPECIAL FIRE FIGHTING INSTRUCTIONS: Persons exposed to products of combustion should war self- contained breathing apparatus and fill&protective equipment HAZARDOUS COMBUSTION PRODUCTS: Nitrogen oontaking gases Carbon dioxide,Carbon monoxide SECTION 6•ACCWFNTAL RELEAST MEASURES SPECIAL PROTECTION: No health effects expected from the cleanup oftbis material ifocutact can be avoided.Follow personal protective equipment recommendations found in Section 8 of ftMSDS. CLEAN-UP: Dike if necessary,contain spill with inert absorbent and transfer to comainers for disposal. Keep spilled product out of sewers,watersheds,or neater Transport Emergency Phone Number(CHMvMECx 1-800.424-9300 SECTION 7:HANDLING AND STORAGE Haudling: Miidly irritating material.Avoid unnecessary exposure. 925546PM Page 3 of 5 02-212008 MATERIAL SAFETY DATA SEBM Storage: Store in a cool,dry place. Consultthe Technical Data Sheetfor specific storage instructions. SECTION 8:EXPOSURE CONTROLSIPERSONAL PROTECTION Asim s EYE PROTECTION: Weer safety glasses when handling this product. SKW PROTECTION: Avoid skin contact by viewing chemically resistant gloves. GLOVES: Nitrile RESPIRATORY PROTECTION: Respiratory protection may be required to avoid overexposure when handiingthis product.Use a respirator if general room ventilation is not available or sufficient to eliminate symptoms. Respirators should be selected by and used Mowing requirements found in OSHA's respirator standard(29 CFR 1910.134). VENxILATiflN: Use local exhaust ventilation or other engineering controls to minimize exposures. EXPOSURE LAM: Cereal Nemo gC M EXPOSURE 12W8 AIHA WEE[.. Glicamt carbonate TWA 10MCmW Not as�bGsb�t amine Not csb"fi w Notes blisbad cwas l nas�7ira TWA Qtapirabledast)dMiMMB NotestebHsW vinyl Mdate TWA 10pM Not establish STEL I5ppm SECTION 9;PHYSIC C MMICAL PROPERTIES PIMICAL STATE: Semi-solid COLOR: Off-WWW ODOR: Slight Aromatic ODOR THRESHOM Not established WEIC HTPER GALLON(lbs.): 102 SPECIFIC GRAVITY: 1.22 SOLIDS("/o by weight): 76.5 93 BOILING POINT(deg.C}: Not established FREEMGMELTING POINT(deg.C): Not established VAPOR PRESSURE(mm Hg): Not estabtislred VAPOR DENSITY: Not established EVAPORATION RATE: Not established OCTANOL/9MATERCOEFFIC3ENT: Not established 925546PM Page 5 of5 02-21-2008 MATERIAL SAFETY DATA SHEET URless listed below,dais product does not rontak tete ebemical(s)subject to the reporting requirements of section 313 of Tide III of the Superfiind Amendments and RmuthorIzad011 Act of 1986(SARA)and 49 CFR part 372.FPA has advised that when a petcentayoMislistedthegi4 int be used.to fix R reporting obligations. C611Qame CASs % Yun acetate _L1CAM 0.1-1. VV,DM STATUS:Unless listed below,this product is not controlled uacler the Canadian Workplace Hazardous Materials Information.System. D213 DIB D2A STATE REPORTING This MSDS is not prepared far distribution in California. SFkMON 16:ADDITIONAL DWRMA110N This Material Safety Data Sleet is prcpamd to comply with the United States Occupational Safety and Health Administration(OSHA)Hazard Commuuieatdion Standard(29 CFR 1910.1200)and the Canadian Workplace Hazardous Materials Utf madon System(WH IIS). Prepay by:The Global Regulatory Depat Phone:651-236-5842 The i nkrmadon and recd mendadons set forth herein are believed to be aocurate. Because some of the information is derived from m&rm1don provided to Specialty Construction Brands,Inc.from its suppliers,and because Specialty Construdden Brands,Inc,has no control over the conditions of handling and use,Specialty Construction Brands,Inc.makes no waaanty,expressed or implied,regarding the accuracy of the data or the ruts to be obtained from the use themof the mfornhation is supplied solely for your itnfortuation and consideration,and Specialty Consttncdon Brands,Inc.assumes no respo>haaibhhty fpr use or reliance thereon. Tt is the responsibility of the user of Specialty Coo ftwdon Brands,Ino.products to=Mly with all applicable federal,state and local laws and mgWations. SZ546PM Page 4 of 5 02-21-2009 pMA,'['ERTAL SAFETY DATA SUM SECTION 10:STAnn rrY AND REACTIVITY STABffM: Stable under nonual conditions. CHEMICAL INCOMPATMRX . Not established HAZARDOUS POLYMEILATION: Will not occpl: HAZARDOUS DECONeOSTPION PRODUCTS: Nitrogen containing gases Carbon monoxide,carbon dioxide SECTION 11:TOXICOLOGICAT�1NPURlVlATIQN CffiMICAL NA117E Calcimaembumb E0d1d540Rat=6450mg1� Dnnhyledmol amore Ora1LD50 Ret=2v?% Inhalptimn1.C50 Rat=1641ppm14H D�LD50 Rabbit=l.3 Not eabUdmd vimyi agate that 1 D Rat=2920a+�kg Inlalati=LC50 Rat=11400mVcum Da-mdLiJ50 Rabbit@2335 TOXICOLOGY SLI1v MARY: No additional health information available. SECTION 12:ZMLOGICAL INFORMATION OVERVIEW:No ecologieal ft&rmatlon available SEC-HON 13:DISPOSAL CONSIDERATIONS To the bestof ourknowledge,this product does not meet the definition ofhazardous waste under the U.S.EPA Hazardous Waste Regulations 40 CFR261. Solidify and dispose of is an approved 1wiWL Consult state,local or provincial authorities for more restriedve regtnre1n0W& SECTION 14:TRANSPORTATION INFORMATION iEt�form Constilt Bill of lading for tcaWporfalion ination. DOT: NOT UGUULATBD IATA: NOT REGULATED SECTION 15:REGiUIATORY INFORMATION 3N'VLNT0RY STATUS U.S.EPA TSCA: This product is is compliance with the Toxic Substances Control Act's eHts. CANADIAN CEPA DSL: This productmp.M=with the Canadian Domestic Substance List requirements. Ifyou need more information about the inventory status of this product call 651-236 5858. This product may contain the W(W substances thst are regulated for export by various gowmaeot agencies(such as the Eaviroumeatal Protection Agency,the Bureatt oflndustry and Security,or the Drug Enfo==,1t Administration,among others).Beforc expmtkg this product from the USA or Catlad%we r$ccr=end You(*"tact us at 651-236-585&(USA)ar450-655-1306 x227(Canada)to request an export t9eview- FEDERAL REPORTIId© EPA SARA Titllc M Section 313 • 1 s DESIGN, ENGINEERING,AND CONTRACTING FOR THE COMPUTER INDUSTRY August 15,2014 Mr.Ismael Naranjo ��P Q �D�4 Miami Shores Village Building Department 10050 N.E.2°d Avenue BY: Miami Shores,FL 33138 RE: Permit No CC 14-1666 Building Official, As it relates to the above referenced permit review, our office is in receipt of the attached Structural Critique Sheet dated August 2,2014. The structural comment has been restated followed by our response. --- -- ---- L Structural Pl--ans,details,notes,and calculations required for cutting and retrofttiriohe ra' r:1 BRUNS PAK Response: The scope of this project is a total removal of the existing raised floor system, and installation of a new manufactured raised floor system. The specifications require the raised floor panels to be concrete filled and rated to 1,250 lbs. BRUNS-PAK has designed the project with a vendor neutral approach. As a result, the manufacturer of the raised floor system has not yet been selected, nor have submittals been provided for our review. We have added a note to drawing A-400 that states: "Prior to raised floor construction the selected raised floor vendor will need to provide structural calculations associated with their system to the City Inspector." Additionally, the raised floor specification has been attached for your review. We trust this satisfies the requirements of the Structural Critique. Should you have any other questions or concerns,please do not hesitate to contact out office. Sincerely, BRUNS-PAK Warren T.Widawsky,R.A. Florida Lic.AR93994 r Attachments: Structural critique sheet dated' ugust 2,`201-4" Raised floor specification- Five pecification Five(5)Signed sealed Drawing^s" cc: Mr.Jeffrey Yao—Barry University. Mr.Heman Londono—Barry University Mr.Justin Moses—Barry University Mr.Dennis Smith—Arellano Construction Mr.Robert Kennedy—BRUNS-PAK Mr.Shawn Cox—BRUNS-PAK Mr.Josh Tiner—BRUNS-PAK BRUNS-PAK•999 New Durham Road • Edison, NJ 08817 Phone:(732) 248-4455 • Fax:(732) 393-0328• http://www.bruns-pak.com