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Correspondence 3bP20 l 5- DO if 9 Greenberry Construction LLC 2273 NW Professional Drive,Suite 200 Corvallis,Oregon 97330 GREEN B E RRY Phone:541.752.0381 C ONSTRU CTI0N Fax:541.752.0472 CCB 166612 X0206 wash s'?- REQUEST FOR INFORMATION RFI No: PROJECT: Ulta Land Lord Work PROJECT No.: TO: TSAarchitects FROM: ATTN: DATE: PLEASE REPLY BY: RFI ITEM: Steel stud connections REFERENCE: A5.03 & Exhibit B-1 shell criteria INQUIRY: 1) Detail 5/A5.03 says to see detail 3 for track anchorage. Detail 3/A5.03 has no track anchorage notes.Are we okay using 1" .118dia Hilti X-GN interior pins at 16oc to match stud framing for anchoring tracks to concrete floor? 2) Detail 5/A5.03 details the Dietrich Uniclip attachment to a concrete substrate.The walls we are framing will clip back to an existing drywall over steel stud substrate.Are we good installing these clips with (2)#10 screws fastened through the existing drywall to the existing studs in lieu of the(2)3/16" Hilti Kwik-Con screws?There are some locations where the existing demising stud layout exceeds 16oc.Are the clips okay to exceed the 16oc in some locations? If not,can we attach a flat stock over the existing demising wall & fasten the clips to this to maintain our stud layout? 3) Exhibit B-1 shell criteria notes that we can provide 3-5/8" 20ga stud furrouts along existing demising walls if they do not meet the tenant criteria. I want to confirm that we are okay installing 3-5/8" interior 20 gauge studs at 16oc to 14'elevation, clipped & bridged as detailed, insulated min R-6,with finished drywall to 13'-6" elevation.This wall configuration meets a 15'-6"wall span at a standard 5psf/L240 48oc bridged non- composite assembly. On top of that,there will be 3 rows of the Dietrich Uniclips at each stud splitting the span to max 6' spans.This configuration should be more than compliant. Critical To Schedule Yes Cost Impact Days RESPONSE: Troy Slogowski From: Joel Freeman <joel @gbcconstruct.com> Sent: Wednesday, April 15, 2015 3:11 PM • To: Troy Slogowski Cc: Bob Palmer Subject: FW: Ulta Landlord Work Attachments: RFI - furrouts over existing demise.doc See direction in Red. On attached. Please build it fast From: Troy Slogowski [mailto:troy@ harverco.com] Sent: Wednesday, April 15, 2015 12:34 PM . To: 'Bob Palmer' Cc: 'Joel Freeman' Subject: Ulta Landlord Work Bob, Here's the RFI on the existing walls we had just discussed. Thanks, Troy Slogowski Estimator/Project Manager The Harver Company 15870 S.W.Upper Boones Ferry Road Lake Oswego,Oregon 97035 Office:503-624-1453 Fax:503 684-9830 Cell:503-709-5313 CCB Oregon 64878 CCB Washington HARVEC1210Z Minority Certification MBE/DBE#9660 • • • 1 Greenberry Construction LLC 2273 NW Professional Drive,Suite 200 Corvallis,Oregon 97330 GRE E N BE RRY Phone:541.752.0381 C O N ST RL)C TION Fax:541.752.0472 CC9166612 REQUEST FOR INFORMATION RFI No: PROJECT: Ulta Land Lord Work PROJECT No.: TO: TSAarchitects FROM: ATTN: DATE: PLEASE REPLY BY: RFI ITEM: Steel stud connections REFERENCE: A5.03 & Exhibit B-1 shell criteria INQUIRY: 1) Detail 5/A5.03 says to see detail 3 for track anchorage. Detail 3/A5.03 has no track anchorage notes.Are we okay using 1" .118dia Hilti X-GN interior``pins at 16oc to match stud framing for anchoring tracks to concrete floo 2) Detail 5/A5.03 details the Dietrich Uniclip attachment to a concrete substrate.The walls we are framing will clip back to an existing drywall over steel stud substrate.Are we good installing these clips with (2)#10 screws fastened through the existing drywall to the existing studs in lieu of the(2)3/16" Hilti Kwik-Con screws?There are some locations where the existing demising stud layout exceeds 16oc. Are the clips okay to exceed the 16oc in some locations? If not,can we attach a flat stock over the existing demising wall & fasten the clips to this to maintain our stud layoutASubcontractor's choice] I. 3) Exhibit B-1 shell criteria notes that we can provide 3-5/8" 20ga stud furrouts along existing demising walls if they do not meet the tenant criteria. I want to confirm that we are okay installing 3-5/8" interior 20 gauge studs at 16oc to 14'elevation, clipped & bridged as detailed, insulated min R-6, with finished drywall to 13'-6"elevation.This wall configuration meets a 15'-6"wall span at a standard 5psf/L240 48oc bridged non- composite assembly.On top of that,there will be 3 rows of the Dietrich Uniclips at each stud s lit • g the spit to max 6' spans.This configuration should be more than compliant. Confirmed i, Critical To Schedule I Yes Cost Impact 1 _ Days RESPONSE: i Troy Slogowski From: Fong, Eric <Eric.Fong @macerich.com> Sent: Wednesday, April 15, 2015 4:07 PM ' To: Bob Palmer Cc: Alan Tomasi;Joel Freeman;troy @harverco.com Subject: RE: Ulta Landlord Work Attachments: Tenant Wall Details.pdf Hi Bob, 1. See detail 3 on attached sheet. 2. Yes anchor the clips to the existing studs at existing spacing. 3. Confirmed. Eric Fong Macerich—Manager,Tenant Coordination 424-229-3655 From: Bob Palmer [mailto:bob @gbcconstruct.com] Sent: Wednesday,April 15, 2015 2:13 PM To: Fong, Eric Cc:Alan Tomasi;Joel Freeman; troy @harverco.com Subject: FW: Ulta Landlord Work Eric, Please review attached. We don't want to burden you with questions, however we want your agreement with Ulta completed satisfactorily and on time. Thank you, Bob P. From: Troy Slogowski [mailto:troyCa�harverco.com] Sent: Wednesday, April 15, 2015 12:34 PM To: 'Bob Palmer' Cc: 'Joel Freeman' Subject: Ulta Landlord Work Bob, Here's the RFI on the existing walls we had just discussed. Thanks, Troy Slogowski Estimator/Project Manager The Harver Company 15870 S.W.Upper bones Ferry Road Lake Oswego,Oregon 97035 Office:503-624-1453 1 1 IP • • ■ J: NMQ 14, N W.PB OAOE) + CAP �� ■■111144,,, 40040 40 IRPOL TVrxCa ArrAM SOTTO 4•MAC• r.RC.i IIAwIMOI (SYAM SIRLIC11KK Il� I 21a-IR£xWLIrPExEMA11pK FSEE BARS (SEE AnADNMCMI SCHEDULE) f iTW1 2.0C0 FS w COW:KM pe gg) �� 1 '�• SECTION VIEW / TOP TRACK ATTACHMENT SCHEDULE +"CAP TO�M li, `�,y/��'//,��JB1 ' NOTE ( ,wzxrOR 9a�COBOXT rOS10Fat $PACMO RM.RAS r06LECICION WW urox+ECT/SOREOF /CONCOVE 2x211 OS 0.117. ar sc. awn 1'wMA2 ro Einan%Af M PME 11x82.` 2.000 PS / SW 2••• O ECCMNCREM. • ONE=AWE 2-u PAP (I)-110 5CR0 KY ac. 541144 241 211.(2 1{w) — ��`TV'P1C4 rm. W1055k< n0.S ARAM MACK ro SOAR TRACK K TO 1 u.AOTEO J (I)-110 SCREW It PG .a MS(<IB w) '�4 SIN •M U FL SID N SC ro WALL N SAC yWC •EMU RArKE. MOWN SCRAWL THEN BAtx ¢ W aL SND 0110 ATOAO6ETn TO BE 001.020)BY DES.MINED[ Orr 1/2 TRIM. STANDARD TRACK ANCHORAGE D O DETAIL O DETAIL a DETAIL <po I o n0R a- SEE OCVAR R • SSW PRODUCT INFORMATION( - '/COROKTE BRACING SCHEDULE '1` sw rR2CNRK 10010 R N.0 SILO DEMISING/PERIMETER tER WALL STUD TABLE M .0114 �(RAR1r coRanoR) "CRC" oR0U1/ M.O. D/IDO M� (+/1m M) B.rr MaunON "CIE' IIXII. HALL 21W+r W4 Slit SII SPROM0 N.M. SAC-S 51110 sac-SEP /l I I f 800 Z�-�� ROOT OEIX C 0u STUDS TO BE BRAcro wn• an-6 STUD BII■6"OR{' ` Il'-{' ]62516]-]] I6'O.C. —J/ 1{'d ]625162-53 502]0-54 COLD ROLLED ryB�pg� xfER nxa0K53 w. PERT. (CRC)e:-C S.C. OM1MACTOR 10 S OPIT PRCOUCr MrORSACp1 (xaS..00r) PERT.SEE SEM N FOR OPMCW•ALTERR■R VENDOR R SELECTED 4 +r-0. .1623162-ax "�I rplsr(ox z w) L�'` IIf`II M'o• �*s6005%2->1 mrlvBlsM .7 Ian KrE-mR x..wE IIIETNOx LMOr sans Mro WAIL.22•d � cA¢ CO6ECTM ELIffD 1'MR n<w 207.0 �-�-, �l-nD saKWs/` N'd 600516:-u 1{ n EA r STUD FL k. -. WALL SRO 6'R.RAM' LV` 2{'d {ODSr6z-N ry.m Rf x7. 2] =� wp SWOED rTtM1rL0011•�i le xxe RR.ORO rELLE0 KS S ffi-0' 6005162-s. rr•50 Rs ]S A �', OECR "CRC"(CCU•OyEO D.r«¢A YNB OR POST.ExRRD'CRC' ]0'd 60JSis2-.a 6 y 1{ fVPICa WAIL SnR r... TO RE SPACED AS REPO B.MSC* //` m*OrP2xCR-W i.rr.G CRC 1• (SEE Da.roe / ro,.++e w PvSr.7.R'BBC"rM ROTES ALL S1FII TO a Mx.Iy•53 KR LN<0. N 1{ 9II/YAOxG) srnEWS•RK-DRSLED RaES • SEE DES.P ra Au SRO)TO B(l•.CCO•M.0.40-54 {f • TUAU AxamA¢SFSTSD COLD RgyED aMRn(CRC)•a'd QC.von. f2 12 Q 'SW TO EC ATTACHED AM 0 (2)-no sOK TIP.1...04a �C BRAD SPLICE TO"CRC'MO TO ME SND -- D USE(()-Tr LO WD RVERIM 0.DENIER OF)PUCE LI MM(3)-110 SCREWS CRC'ATRIAL BRACING 0 MN x Om Roc 6 MCI VPD.L Pesaro,.ROM DETAIL DRD Sou,RE.NR A awEKp DETAIL M Rr .CARER TO M® N.T.S. AD WW1,ALL uroa r FRANK. O N.TA NARORARE. C S NO INS m eu•WP. ODE OS BOOS••0 m21ACi oESNM ooamERTS • NEP DocpWasrt PE Wiwi. ace paawavaloam up Os. tiPt POPEAllunt.Nat aft w on • >YRxDRECUE 11..M 0.VwS. apt pa Bals a. 13-5547 EX-I3-2.11 Greg Goracke From: Alan Tomasi Sent: Tuesday,April 21, 2015 9:30 AM To: Bob Palmer • Cc: greg @gbcconstruct.com; Eric.Fong @macerich.com Subject: RE: 20150420135121638.pdf Attachments: WaSqToo ULTA portal_04202015.pdf Here is the PDF, but you will need my wet signature. I have 3 sets printed, signed and ready to send out. Alan T Tomasi, AIA, LEED AP Principal TSArchitects, Inc. 2050 S Bundy Drive, Suite 225, Los Angeles, CA 90025 Direct: 310.895.7923 Cell: 310.625.7496 www.tsarch.com Original Message From: Bob Palmer [mailto:bob @gbcconstruct.com] Sent: Tuesday,April 21, 2015 9:30 AM To: Alan Tomasi Cc: greg@gbcconstruct.com; Eric.Fong @macerich.com Subject: RE: 20150420135121638.pdf Good morning Alan, Yes I will hand deliver them tomorrow afternoon. I have an appointment @ 1:30 with the Plans Examiner for the City of Tigard. Please forward them to myself and Greg Goracke (copied on this) in a pdf format. We will print out four sets and hand deliver to the City. Thank you. Original Message From: Alan Tomasi [mailto:ATomasi @tsarch.com] Sent: Tuesday,April 21, 2015 9:01 AM To: Bob Palmer Subject: RE: 20150420135121638.pdf Where do you want me to send them (are you taking them in)? Alan T Tomasi, AIA, LEED AP Principal TSArchitects, Inc. 2050 S Bundy Drive, Suite 225, Los Angeles, CA 90025 'Direct: 310.895.7923 Cell: 310.625.7496 www.tsarch.com