HomeMy WebLinkAboutB14-0032 REV7 ASI RFI Structural Submittal � Department of Community Development
75 South Frontage Road
TOWN OF VAIL j va�i, co s�ss7
Tel: 970.479.2128
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Use this form when submitting additional information for planning applications or building permits.
This form is also used for requesting a revision to building permits. A two hour minimum building review
fee of$110 will be charged upon reissuance of the permit.
Application/Permit#(s)information applies
to: Attention: (�Revisions
(�Response to Correction Letter
B14-0032 Martin Haerbele �attached copy of correction letter
Q Deferred Submittal
'�� Martin Haerbele �Other RF��^�,•�^�
Project Street Address:
463 Beaver Dam RD
(Number) (Street) (Suite#) t"�UV�
Building/Complex Name: Zekelmen Description of Transmittal/List of Changes, Items Attached:
Please see attached structural ASI and RFI submittals,ASI 011,011.R1,
Applicant Information
014,and RFI 001,005,006,007,008,010,015,019,031,032,
(architect,contractor,owner/owner's rep)
033,034,035,038,054,056,058,059,060,061,062,063,064,and
Contact Name: RA Nelson
CCD SSK-30-35,and SSK 42-45
Address: 51 Eagle Road#2
City Avon State: CO ZiP: 81620
Contact Name: Grant Smith
(use additional sheet if necessary)
Contact Phone: 970-391-9736
Building Permits:
Contact E-Mail: g
smith cr ranelson.com Revised ADDITIONAL Valuations(Labor�Materials)
(DO NOT include original valuation)
I hereby acknowledge that I have read this application,filled out Building: $
in full the information required,completed an accurate plot plan,
and state that all the information as required is correct. I agree to Plumbing: $
comply with the information and plot plan,to comply with all Town
ordinances and state laws, and to build this structure according Electrical: $
to the town's zoning and subdivision codes, design review ap-
proved,Intemational Building and Residential Codes and other Mechanical: $
ordinances of the Town applicable thereto.
X � ���' ����`�_� �� Total: $0
Owner/Owner's Represe ve igg���s� ired)
us,
CO fa r� c«;' Date Received:
. o,s.
10:39:01-06 �
Y��. :�. .., .�. . e�. � � 4L !q � .
For Ottice Dse Only: �
Fee Paid: A�� O J ��f�
Received From: �t 1
Cash Check#
CC: Vsa/MC Last 4 CC# exp.date: TOWN OF V/�IL
Authorization#
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DETAIL TITLE: CONC LEDGE AT SKYLIGHT DETAIL N0:
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2 NO SCALE TYP THICKENED SOG OVER DEEP FILL
AT BSMT WALL
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DETAIL TITLE: TYP THICKENED SOG OVER DEEP FILL AT DETAIL N0:
MARTIN/MARTIN BSMT WALL
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DETAIL TITLE: FOUNDATION PLAN w/MAT DETAIL N0:
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PROJECT NUMBER: 13.0291.S.01 DWG REF:S104 DATE:01.29.2015
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DETAIL TITLE: MAIN ROOF/MASTER (B) FLOOR PLAN DETAII N0:
MARTIN/MARTIN
GQNSUli1XG EAGINEE0.5
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PROJECT NUMBER: 13.0291.S.01 DWG REF:S105 DATE:01.29.2015
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DETAIL TITLE: MAIN ROOF/MASTER (B) FLOOR PLAN DETAIL N0:
MARTIN/MARTIN
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PROJECT NUMBER: 13.0291.S.01 DWG REF:S105 DATE:01.29.2015
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DETAIL TITLE: MAIN ROOF/MASTER (B) FLOOR PLAN DETAIL N0:
MARTIN/MARTIN
CQNSUITIXG EbGINEF0.5 ���_� �■,
225 bt�>N iiNEET.L(vIT C 1C1,Ep'P1hft05,:OLCHkC�31b32
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PROJECT NUMBER: 13.0291.S.01 DWG REF:S105 DATE:01.29.2015
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DETAIL TITLE: HIGH ROOF PLAN DETAIL N0:
MARTINjMARTIN
CONSUITIf/G ERGINEE0.5 ���_ � �
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PROJECT NUMBER: 13.0291.S.01 DWG REF:S120 DATE:01.29.2015
6 7
3" 3"
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PENDING OW MELT � �iI
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7
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W10x30 �,r,
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0
H I G H ROO F PARTIAL P LAN
1 1/4" = 1'-0"
463 Beaver Dam Rd.
DETAIL TITLE: HIGH ROOF PARTIAL PLAN DETAIL N0:
MARTIN/MARTIN
COMSVIT�XG ERGINEF0.5 ���_ � �
<25 b1.0.%N itREET.LNIT C 1C1,:O1LhRO5.:D�9kAC�<3332
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PROJECT NUMBER: 13.0291.S.01 DWG REF:1/S200 DATE:01.29.2015
4
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3" 1'-10" 8"
4" �
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TOP CONN � � P CONN
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463 Beaver Dam Rd.
DETAIL TITLE: EAST CHIMNEY DETAIL N0:
MARTINf MARTIN
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PROJECT NUMBER: 13.0291.S.01 DWG REF:4/S200 DATE:01.29.2015
6
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5 NOSCALE BRACED FRAME — GRID 7
463 Beaver Dam Rd.
DETAILTITLE:BRACED FRAME GRID 7 DETAILNO:
AAMARTIN/MART^N �
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463 Beaver Dam Rd.
DETAIL TITLE:BRACED FRAME GRID A DETAIL N0:
AAMARTIN/MARE RN
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B
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SKEW HOOK IN TO
AVOID CONFLICT 8 3/4"
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9 NOSCALE W14 EMBED AT END OF WALL
463 Beaver Dam Rd.
DETAILTITLE: W14 EMBED AT END OF WALL DETAILNO:
MARTIN/MARTIN
CON54liIpG ERGINEE0.5
22&b1.�iN iTREET.LNIT C I�Jl,E�1�iA.NM.:OLCN,AG�37b32 S S K_ 20■
kqAIN 9;C:�'LE.;�J?MhRIINR'AF.I IN f�U4A
PROJECT NUMBER: 13.0291.S.01 DWG REF:9/S321 DATE:01.29.2015
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1 1/2" KEY LTS
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-iii iii ii
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3 NO SCALE INTERIOR SOG AT DEEP FILL
463 Beaver Dam Rd.
DETAIL TITLE: INTERIOR SOG AT DEEP FILL DETAIL N0:
MARTIN/MARTIN
COMSUITIXG EkGINEE0.5 ���_ ��
225 rA.4iN StHEEL 6NIi C 1�:1,E014ARC7S.:C)lCN'.kCJ 31�3<
MAIN `,';i;'�Lb.b%,r!fv1F.RIINtfAFIlh.f:VM
PROJECT NUMBER: 13.0291.S.01 DWG REF:3/S331 DATE:01.29.2015
SKYLIGHT AND CONN TO �
STRUCTURE BY SUPPLIER ' � '
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TICURB = SEE ARCH
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ON POST AS REQD �
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463 Beaver Dam Rd.
DETAIL TITLE: SKYLIGHT SUPPORT AT B MASTER DETAIL N0:
MARTINJMARTIN
CQNSUITIfiG EbGINEE0.5
_25 L1,4;N StREET.4Nli C 1C1,EL1'p1AN.PS.;OUSN".kGJ z1332 S S, \— 22
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PROJECT NUMBER: 13.0291.S.01 DWG REF:5/S502 DATE:01.29.2015
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463 Beaver Dam Rd.
DETAIL TITLE: COL TO COL DRAG DETAIL N0:
MARTIN/MARTIN
CQNSULTING El4GINEF0.5 ���_ ��
225 h1.��N SiREEL 6NIT C 1C1,EPIVARDS.:O:CN".kC031h3<'
f!•1AIH ,,.J'L6..SG;�v1h.ft114fFAF.l1^!.[qAt
PROJECT NUMBER: 13.0291.S.01 DWG REF: 10/S504 DATE:01.29.2015
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463 Beaver Dam Rd.
DETAIL TITLE: MAIN ROOF BRACE DETAIL N0:
MARTIN/MARTIN
CONSULT�XG ERGINE[0.5 A
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PROJECT NUMBER: 13.0291.S.01 DWG REF: 12/S505 DATE:01.29.2015
2" 41/2"41/2" 2"
WASHER PL 318x2x2
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REQTS SEE: 3 / S321 n �
(2)#4x I I � @6° OC
IN WALL BELOW BASE PL
GRI 71C � N
0
7 NO SCALE COL BASE PLATE - LATERAL
463 Beaver Dam Rd.
DETAIL TITLE: COL BASE PLATE - LATERAL DETAIL N0:
MARTIN/MARTIN
CQNSUL71pG EAGINEE0.5 ���— ��
i25�d.3�N STNEEL 6kli C 1C7,PJYtARDS.:OICk'.ACP 31b3Z
MRIH 7;ti_26.:::?h�iF.RI1NttAF.11"I.f:UM
PROJECT NUMBER: 13.0291.S.01 DWG REF:7/S510 DATE:01.29.2015
d
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DETAIL TITLE: BRACED FRAME CONNECTION - BASE DETAIL N0:
MARTIN/MARTIN
COMSUITIXG FRGINEE0.5 ���_ ��
225 M��N SiNEET.6NIT C 1C3,EO:kAROS,:D�CN'.hCJ 31332
falRlfa 7;ti'!'6.,;�.;(v7A.li11NIFaF.II"11_CII.�
PROJECT NUMBER: 13.0291.S.01 DWG REF: 12/S510 DATE:01.29.2015
n 1
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2 NO SCALE B MECH SHAFT ROOF SLAB EDGE
/�� � , . � � _ 1 _ A
463 Beaver Dam Rd.
DETAIL TITLE: B MECH SHAFT ROOF SLAB EDGE DETAIL N0:
MARTINf MARTIN
CONSVITIIYG EkGINEERS ��. I— ��
225?A.4!N StHEEi.LNIT C 1C3,PJWkROS.:D:Ck'.AC031�3Z K
MAIk;,.S�Zn.�.7 r ryiF.R I I N R°AF:I I�4 f�pFt
PROJECT NUMBER: 13.0291.S.01 DWG REF:2/S533 DATE:01.29.2015
T - T - I "
t
1" MIN
SEE ARCH
CONCEALED CONNECTION ; ; ° ' ' �
„ � �
BY STONE SUPPLIER cL__=--1— L__=_1�
I � -- �
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PL3/8x1'-4"(MIN). CTR � , � ; L------- -------J
ON VERT STONE JOINT ' � � � _ _ �
I Z „
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BENT PL5/16x1'-4"(MIN). , -
CTR ON VERT STONE � ''
JOINT. HDG �
VERT LEG IS UP � � -
OR DOWN �
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HORIZ JOINT BELOW RELIEF �
ANGLE TO ALLOW FOR 3/8" � ��4�� � z
VERT DEFLECTION � �
� � CV
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3/16 ' � � ; �
1/4
1/4 1/4"
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n
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11
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r NO SCALE STONE SUPPORT AT WF BEAM
i
463 Beaver Dam Rd.
DETAIL TITLE: STONE SUPPORT AT WF BEAM DETAIL N0:
MARTIN/NIARTIN
CONSULTING EhGINEE0.5 ���— ��
i25 t.i:VN>iREET.LNI(C 1C1,:OVtRROS.;OUJghC:31b3<'
tdAll;9;ti:�°h.c;G?M1h.R11NfF?FIIN.[UM
PROJECT NUMBER: 13.0291.S.01 DWG REF: 12/S541 DATE:01.29.2015
A
�/^�
/ \
R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: Subcontrator RFI#: ��� RA Nelson RFI# 001
RFI Title: Tube brace/anchor rod interference an GL 4/B
Drawing Sheets: REF:6&8 S210
Gridlines:
Is there a drewing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: 6/25/14
Is there a possible work Impact?
❑ Yes
❑✓ No
Is there a possible schedule impact?
�✓ Yes
❑ No
Is there a possible cost impact?
❑ Yes
0✓ No
QUeSt1011' �� See attached sketch SK-1 for tube brace/anchor rod interference at GL 4/B and advice
2.Please provide the connection details for the braced frame in detail 6/S210
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' ���t is structurafly acceptable to increase the clearance from the top of the base plate to the comer of the brace to 3'max.Reduce
anchor rod projection to account for 1'base plate as required.
2.Top of brace connection is per 4lS510.Bottom connections will be provided in forthcoming package based on revised concrete wall geometry.
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer Date: 30 June 2014
4
Il'-3 S,
v �"
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s�'
a��
� TOP OF ANC RODS
� ��PROJ PER 3/S3�I
`" BASED ON THICKEST Bi�Ni4")
80812=116'-I
BASE 12 PER 12/S510 2� 2� �
�
�7
PER @/5510
���� 5. 41�^ H89 BR,4CF FOULS
Ub AMC 100D
�LEV 8/5210 (CxRID 4B) MND R�I �I
LINE B 6-IS-14
SK-1
, 1�
R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: Subcontrator RFI#: 005 RA Nelson RFI# �5
RFi rtie: Connection Clarifications
D�awing Sheets• See attached
Gridlines:
Is there a drawing or other attachment?
✓Q Yes
❑ No
Date Answer is needed: 6�27na
Is there a possible work Impact?
❑ Yes
❑✓ No
Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impact?
❑ Yes
Q✓ No
Question: See attached.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
0 Yes
Archited Answer:
See comments on atlached sketches.
RFI AfISWefld By: Kevin Haas,MartiNMartin
RFI Answer Date: 06^�g�s�2oia
Zimkor RFt 5
1. Side Plates and Welds at HSS Connections per 6/S502
With side plates called to be'/;'thick,weld size to tube will be limited to 3/16"fillet(1/16 less
.than plate thickness),same as called for in 7/S502.
1.1!4'weld is required.Per AISC 360-10,Seclion J2.2b the maximum fillet weld size if equal to the thickness of
Is 3/16 weld size acce table? the connecting element tor material less than 1/4"thick.Install weld as detailed.It is structuraily acceptable to
p increase the connection plate thidcness to 5/16'it more fit up tolerance is p�efened.AA/M
2. There are a number of conditions where tubes frame to WF girders with columns above
and/or below the girder. For safety these should be bolted similar to 8/S502.Locations
include E-2 and G-2 on S102; E-1 and E-22 on S103;E-3 on S104,and C.9-4,C.2-4, D-6
and E-8 on S105.
2.See 2/S-502 issued with CD Package#1 on 07252014.M/M
Please provide desired connection.
i �y� � need holted coonection
i � :to maet OSHA requiremw�ffi
I I �
�t
+
i
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'r....�/8 itNienera
an oolumn cer�teriirre
r. �
3. If framing condition exists with WF beam framing to WF girder with columns above and/or
below the girder,is framing to a full depth stiffener similar to 7/S500 acceptable?
3.Confirmed.M/M
T 112 1�1f0 x 1 haicS3LT u�plaoe
'—�–i9f1C hl'r in I�nam
.–FB 3�8 x 4
• �
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n
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Camectlen nr� I � cope,ar a1Hp flp H
OCCtIf 8[CO�U111II IIAOiG6AyED RI�FYA111
balow andb�abwa minimum edge d ktanca
is �tn
i
4. For safety considerations we propose introducing erection bolts to details 9/S503, 1/S504,
11/S504 and 9/S531.
Please confirm acceptability.
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-- - - - - - � i'y i /
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`� 1 Shop weld okay if girt elevations
'- '���; ' are coordi�ated with window shop
�� drawings at the time of column
___1 1 1
--- � �� fabrication.M/M
i _
ltokahoPtaelnd � _ ��--' --'
tlxougF hale - �
IPEIII►rIRW4 71� I �
Remove bolt as required for window installation.Contractor to verify if
r-m�Ma'�"'e°N'� tack weld hom girt to angte seat is adequate for safety considerations.
""°""rl""'Mr"'° M/M
�e�s�rwwrnaow `
--- - ------ ---..
� " �� �
FULL RET� Okay structurally.Bolts have been
Td�,iYP�;�y6 ��4 noted in 1/S504 in CD Package
#1.M/M
t
f1Hl RET���f ,--- L3x3�?ttx
T88,TYP�3115 V 2-k Fi�DFTH-4'
E5
'� no scn�E TtP HSS TRELLIS BM GONN 1/S504
t`c1 ,r. ,�--�7
,l
SEE PWr I
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=r��. �_,
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lAsapJ'fi�LOFT ,j� �,,� ��q j,=, ' (€5?'�P Okay structurally.
I � iro , MiM
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R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: Subcontrator RFI#: oos RA Nelson RFI# oos
RFI Title: Clarification to section 10/S532
Drawing Sheets: S104,S532
Gridlines: (;I F/R
Is there a drawing or other attachment?
� Yes
✓❑ No
Date Answer is needed: 6/30/14
Is there a possible work Impact?
❑ Yes
❑✓ No
Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impad?
❑ Yes
✓❑ No
QUeSt1011' �•Section 10S532 is cut on S104 along GL 6 near GL F. This section calls for a MC 8X8.5 shim on the top of the W12X26
This condition sees a difference between bottom of deck at 127'-0 and top of W12X26 at 126'-4 1/2 is 7 1/2"
Proposed Solution' In lieu of the MC 8 called for in 10/S532,please verify use of a C7X9.8 with a continuous FB 1/2X3 stitch welded to the bottom with a
3/16 fillets each side at 12"OC
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' Confirtned.10IS532 will be updated as noted.
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer Date: 26 June 2014
�
1 ^
^
R.A.N E LSON
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: �"5�14 Subcontrator RFI#: °07 RA Nelson RFI# oo�
RFI Title: Moment Connection at Roof Clarification
Drawing Sheets: �oisso2
Gridlines:
Is there a drawing or other attachment?
� Yes
Q✓ No
Date Answer is needed: �"�"4
Is there a possible work Impact?
�✓ Yes
❑ No
Is there a possible schedule impact?
�✓ Yes
❑ No
Is there a possible cost impact?
❑ Yes
❑✓ No
QUESti0�1' THe weld on the bottom side of ihe added web plate cant be placed as there is insufficient distance between it and the bottom flange ot the beam. Can the bottom
flange of beam be blodced to 2'wide back 11"from end plate to provide access to weld joint? If not,please provide alternate approach.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer:
Response to RFI 007:
See attached SKS_2014_07_15 that will be incorporated into the For Construction package.
KH, M/M, 15 July 2014
RFI Answered By:
RFI Answer Date:
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Grant Smith
From: Stacey Goehring <stacey@khwebb.com>
Sent: Thursday,July 17, 201411:57 AM
To: Grant Smith
Cc: PE Kevin Haas (khaas@martinmartin-mtn.com); Danny Aldaz
Subject: RE:463/473 Beaver Dam Rd - RFI 007 and RFI 008
Grant,
Both solutions(RFI 007&008) provided by Kevin are acceptable by khwebb.
Thanks, •
Stacey
From: Grant Smith [mailto:gsmith@ranelson.com]
Sent: Tuesday, ]uly 15, 2014 11:33 AM
To: Stacey Goehring
Cc: PE Kevin Haas (khaas@martinmartin-mtn.com); Danny Aldaz
Subject: 463/473 Beaver Dam Rd - RFI 007 and RFI 008
Stacey/Kevin,
Please see RFI 007 and RFI 008 attached. Please note that a response has been requested by 7/17/14.
Thanks,
Grant Smith �ee��aP
Project Manager
970-949-4379 Fax
970-949-5152 Office
970-391-9736 Cell
asmith(a�ranelson.com
�/^�, R.A.N E LS4N
/1 �U�IPi�MG 4GUMT11h FtSQ�I CL�MNVNII�FS
R.A Nelson
51 Eagle Road#2
P.O.Drawer 5400
Avon,CO 87620
970.949.5152
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R.A.N E L S O N
BUIIDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: �"5�t4 Subcontrator RFI#: °08 RA Nelson RFI# oos
RFI Title: W10 Web Extension at Column Clarification
Drawing Sheets: S120 -Detail 11 S503
Gridlines: F7 anrl n7
Is there a drawing or other attachment?
� Yes
0✓ No
Date Answer is needed: '�""4
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impact?
❑ Yes
❑✓ No
QUE'StlOn' Detail t t/S503 is called ou at F7 and D7 on 5120. This level of steel appears to be the highest supported by these columns,yet the columns are shown
extending up. Please clarify the desired elevation at the top oi these two columns?
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer:
Response to RFI 008:
Top of column shall be extended to match top of connection plate. Top of column and top of connection
plate are 147'-3" max per 11/S503. Provide cap plate on top of column as required for concrete
placement.
KH, M/M, 15 July 2014
RFI Answered By:
RFI Answer Date:
A
�/^�
/ �
R.A.N E L S 0 N
BUIIDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: e��"4 Subcontrator RFI#: RA Nelson RFI# 10
RFI Title: Stair Stringer to Column Weld Sizes Per S505
Drawing Sheets: sios,S505
Gridlines: �I n anri rl R
Is there a drawing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: 8�4
Is there a possible work Impact?
0✓ Yes
❑ No
Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impact?
❑ Yes
0✓ No
QU@StlOfl' The column at GL D and GL6 is called out as a HSS7X5X5/1 B on S103. As outlined on the attached ASS/AISC weld table,the wall thidcness ot the column
located at GL•D and GL 6 needs to be increased to provide weld sizes called for on 2,5 and 11 on S505 for the column to stair stringer weld connecitons.
Proposed Solution' Please confirm using minimum 3/8"wall thickness for this column or provide alternate detail
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' yS505 does not at Grid D/6 and the 5/16"wall thickness is adequate per AISC tor the 3/16'flare bevel weld per 11/S505.
RFI Answered By: Kevin Haas,Martin/Martin
RFI Answer Date: o�nu9ust 2o�a
lJ�fkl TARfBTi i-61
Pa�ge 8�1 af the 14th Edition AISG Sfieel Nlanual
�te s-��c�,w„d� FL14F�E
Prec�alif'ied 1Melded Joi�ts
Flare-Berel t�r�oovoa Wi�tds
�...��..�o na�
�tI�A q �'"'
f1W PI F�
C��1i�14 i__..... . �3 �'
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rw �,i+ai 1�Z*�1 A+� la
s_e . .a ,
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rass .� .M c.i'.r ,u� «t� � t�
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EIN' ElIOi � � '� l.'�� �14� �0.-�M F �' l,141f
�i i� a.i�M �4-0 +t�-0 6
•n�rer�r��r�t���r�u�rs
M��FI�1�NANY/��M���1MiwYww�w�Iw�1�1►����l�ar�f1��
��AM/M��Y�S M'6'iMMII�MlIUtlN�wr�wM11r11wr�Irtl/�Mr�l�r�Y.1��
il��i�Y�rr1���i��1 W i
The maximum�ize of SMAW fiare-beve!iube to tube welds is based an wall
thickness of main tube, k�ut may be I'imited by thidcne�s of brsnch tub�.
Weld size(E)Gf 5T1l8,where T1 is w�ll thickness o#rrtain tube is:
1!4 wel= 118"iN81d 91�
5116 wal I =3l'!8'w�ld size
318 waN= 114"weld
112 waN=3t8°weld si�e
Ther�fare in Details 2, 5& 911'5505, wall thidcnesses of cdumns need tn be 2
minimum of 5/1fi to produoe a 3f16"weld size, and 3f8 to produce a i/4"weld size,
VYe suggest all oolumns wh+ch stringer�weld 6o be incneas�d 6o minimum �3 walL
Please advise.
�
f�
�
R.A.N E L S O N
BUIIDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 9�1614 Subcontrator RFI#: '2 RA Nelson RFI# 'S
RFI Title: TOW Discre�ancv - Sheet S100/S100M
Drawing Sheets: sioois�ooM
Gridlines: E/d
Is there a drawing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: 9��sna
Is there a possible work Impact?
�✓ Yes
❑ No
� Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impad?
0✓ Yes
❑ No
Question' A discrepancy exists between TOW elevation on 5100/S100M at GL E/4. See attached. Please confirm elevaOOn(99'-6")on St00M is corcect or provide an
updated elevation
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' Top of wall is 98'-10 1/2"as noted on S100.Revise TOW callout on S100M to be 98'-10 1/2'.
RFI Answered By: Kevin Haas,Martin/Martin
RF1 Answer Date: �6 September 2014
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R.A.N E L S O N
BUILOING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 9�26"4 Subcontrator RFI#: Na RA Nelson RFI# 019
RFI Title: Raft Mat Concrete Requirements
Drawing Sheets: soos
Gridlines: n/a
Is there a drawing or other attachment?
� Yes
❑ No
Date Answer is needed: 'oi2na
Is there a possible work Impact?
❑ Yes
❑ No
Is there a possible schedule impact?
❑ Yes
❑ No
Is there a possible cost impact?
❑ Yes
❑ No
QUeStIOfl' Specific concrete requirements for ihe fiaft Mat are not noted or listed on the concrete mix design table shown on S003.
Please provide all requirements tor concrete to be used in Raft Mat.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer: Use"Concrete Mix Type 1 - Footings" in the Concrete Mix Table on S003 for the
for the mat foundation.
RFI Answered By: Kevin Haas, Martin/Martin
RFI Answer Date: 26 September 2014
�
1 ^
n
R.A.N E LSON
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: ��i25i�4 Subcontrator RFI#: 16 RA Nelson RFI# 3'
RFI Title: AB Details E-4 S103
Drawing Sheets: sioa
Gridlines:_F14
Is there a drawing or other attachment?
0✓ Yes
❑ No
Date Answer is needed: ASAP
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impact?
❑✓ Yes
❑ No
Question•
Please see attached sketch SK-A and provide all requested information.
_ Anchor bolt plans and column base plates cannot be revised and re-issued for fabrication /
rnnctrii ��n w�tbout this information
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer: �
RFI Answered By:
RFI Answer Date:
4
E
p, .Ik
-� �e�+�`++ PLEASE FURNISN
� �,�`'� �R� �`�e P TOP OF GONG ELEV d
� Qj0 �m�'� BOt OF BASE f� ELEv
�, � vERIFY Bfi� < ANG ROD
►n ORIENTAtION
1/ERIFY ANG RODS IUITH
I'-6 EMBEDMENT
1' 0'
RE: 5103
PLAN � NEW GOLUMN
SK - A
�
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�
R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: ���25n4 Subcontrator RFI#: �� RA Nelson RFI# 32
RFI Title: Column Dimensions Clarification S101 M
Drawing Sheets: S101M and RE A61(Submittal 005-053/A)
Gridlines: SPP attar.hPrl
Is there a drawing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: ASAP
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
0✓ Yes
� N� 5' 0 7/8„
Is there a possible cost impact?
❑✓ Yes GS 7/26/14
❑ No
Question:
Two columns were added near grid E-3.
,
The latest approval return of drawing AB1 received 11.18.14 gives a dimension between columns o�6'-0 7 .
ease a vice as o w ic imension governs.
tion.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
� Architect Answer:
RFI Answered By:
RFI Answer Date:
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R.A.N E LSON
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: "�25"4 Subcontrator RFI#: 018 RA Neison RFI# osa
RFI Title: Toq of Concrete E-4
Drawing Sheets: E-4S100M and S702
Gridlines:
Is there a drawing or other attachment?
� Yes
Q✓ No '
Date Answer is needed: ASAP
Is there a possible work Impact?
0✓ Yes
❑ No
Is there a possible schedule impact?
Q✓ Yes
❑ No
Is there a possible cost impact?
0✓ Yes Question:On drewi�g S100M dated 11.06.14,the top of concrete wall elevation at grid E-4 was changed from 97'-8�
to 97'-10 3�. This change was not clouded.
❑ No
QUESt10�' The W10x77 on grid 4(see 5102)fremes into the east face of the steei column on grid E-4 just above the column base
plate.
The steel col�mn on¢rid E-4 and the W10x77 hav alr adv b n d t�il d b s d on too of con r t I � tion of 97
8 K. Raising the bottom of column base plate would necessitate revising the column and coping the bottom flange of
the W10x77.
Plnaca varifv tnn nf�nnrrPtP alrvatinn
m e p ans cannot e issue or a ncation construction wit out t is in ormation.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' Top of concrete at E/4 should be 97'-8 1/2"as previously shown.
RFI Answered By: KH,^NM,25 November 2014
RFI Answer Date: -
A
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R.A.N E L S 4 N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: ��i25i�4 Subcontrator RFI#: 019 RA Nelson RFI# 3a
RFI Title: Base Plate Connection G-1 and B.3-1
Drawing Sheets: S103 and 7/S322
Gridlines:
Is there a drawing or other attachment?
� Yes
0✓ No
Date Answer is needed: ASAP
Is there a possible work Impact?
�✓ Yes
❑ No
Is there a possibie schedule impact?
Q✓ Yes
❑ No
Is there a possible cost impact?
�✓ Yes
❑ No
Question:
On 5103(dated 11-6-14)section 7/5322 is cut at grid G-1 and B 3-1 This section shows plate washer field welded in
nlace Since this is a slip connection shouldn't the plate washer remain unwelded?
Embed plans cannot be issued for fabrication/construction without this information.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' Correct.Plate washers should not be welded to base plate.
RFI Answered By: KH,^N^�,25 November 2014
RFI Answer Date:
�
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R.A.N E LSON
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: ��i25i�4 Subcontrator RFI#: 019 RA Nelson RFI# 035
RFI Title: AB Location Clarification - AB11
DrawingSheets: Submitta1005-053/A-AB11
Gridlines: C;-4
Is there a drawing or other attachment?
0✓ Yes
❑ No
Date Answer is needed: ASAP
Is there a possible work Impact?
0✓ Yes
❑ No
Is there a possible schedule impact?
0✓ Yes
❑ No
Is there a possible cost impact?
❑✓ Yes
❑ No
QUESLIOII' See attached
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' Anchor rods are okay as detailed at 3"and 1".
RFI Answered By: KH,^^iM,25 November 2014
RFI Answer Date:
s
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1'-9"at this elevation. Bearing plate is
in a beam pocket in the wall, not on
the top of the 8"stem above. M/M
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R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: �vt9�14 Subcontrator RFI#: 21 RA Nelson RFI# oas
RFI Title: Vertical Bracina and Anchor Bolt Pattern
Drawing Sheets: S210 and S510
Gridlines•
Is there a drawing or other attachment?
0✓ Yes
❑ No
Date Answer is needed: ASAP
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
0✓ Yes
❑ No
Is there a possible cost impact?
Q✓ Yes
❑ No
QUEStIOfl' See enclosed quesdon below and sketch below
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑✓ Yes
Archited Answer:
QuesGon#1-Confirmed.
Question#2-Confirmed.Proposed anchor rod spacing is structurally acceptable.Maintain 5"min spacing to adjacent anchor rods at end of base plate.
RFI Answered By: Kevin Haas,n�vM
RFI Answer Date: ZZ December 2014
RFI 038
1. Detail 7/S210 attached to RAN RFI 30 leaves vertical bracing un-sized. Please verify all
vertical bracing in 7/S210 remains HSS 5x5x3/16 per CD Package#1 rev.
2. Detail 12/S510 attached to RAN RFI 30 gives new anchor bolt patterns at grid 6-A and grid
7-A. Please see attached sketch and verify changing 5" dimension to 6%"at grid 7-A to
avoid anchor bolt and vertical brace interference.
�t �tC�Ca ��A �� do�..�ti tr•t��F�.� '��
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tiEQTS SEE: S 1
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R.A.N E LSON
BUIIDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: y25n5 Subcontrator RFI#: Na RA Nelson RFI# �
RFI Title: Detail 7/S322 Clarification
Drawing Sheets: ��s322
Gridlines•
Is there a drawing or other attachment?
� Yes
❑✓ No
Date Answer is needed: 3/3/15
Is there a possible work Impact?
❑ Yes
❑✓ No
Is there a possible schedule impact?
❑ Yes
❑✓ No
Is there a possible cost impact?
❑ Yes
❑✓ No
QUEStIOfI' P�ease confirm the grout solid note shown on 7/5322 should be deleted.
Proposed Solution: '
Question/Proposed Solution is attached on separate sheet -
❑ Yes
Architect Answer: co�r���a
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer Date: 26 February 2015
I
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1 ^
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R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 3�y15 Subcontrator RFI#: Na RA Nelson RFI# oss
RFI Title: Detail 6/S321 Variance Request
Drawing Sheets: s32�
Gridlines•_�a
Is there a drawing or other attachment?
� Yes
❑✓ No
Date Answer is needed: 3/3/15
Is there a possible work Impact?
�✓ Yes
❑ No
Is there a possible schedule impact?
Q✓ Yes
❑ No
Is there a possible cost impact?
❑ Yes
❑✓ No
QUEStIOfl' Detail 6/S321 shows formsavers to be installed at Typ Mtl Deck Slab to Conc Wall.Due to const�uc6biliry issues Contractor would like the option to drill
and epoxy the horizontial#4 bar.
1. Please confirm drill and epoxy method ILO formsavers is acceptable
2. If acceptable,please provide the following
b. Size and spaang of bar per'rf diiterent than noted in typical detail
c. Depth of embedment d. Type and Strength of Epoxy
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer: ��Confirmed.
2.Provide#4 adhesive anchors with 5"embedment at 12"oc at bcations that formsavers were not installed per 6/S321.Use Hitti Hit-HY 200 adhesive per S003.
RFI Answered By: Kevin Haas,Martin/Martin
RFI Answer Date: �3 March 2015
�
1 ^
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R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 3��15 Subcontrator RFI#: �a RA Nelson RFI# oss
RFI Title: Door Openina Conflict - Embed/Rebar Modificvation GL E/5
Drawing Sheets: "�a
Gridlines: F/5
Is there a drawing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: 3/10/15
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
0✓ Yes
❑ No
Is there a possible cost impact?
❑✓ Yes
❑ No
QU25tlOfl: The embed plate(Zimkor Shop Drawing RE:1003P)is detailed with rebaz projecting into the door opening at GL E/5 at the A Garage.
Please confirm it is structurally acceptable to modi(y the rebar as noted in the enclosed sketch dated 3/3/15
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer: Confirtned
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer Date: 06 March 2015
I
MARTIN/MARTIN
tOkSULTING ENGINEERS
Title 2�`\ Date ���' �� Job no.
Subject �M1j�d �� ����,,, ,���� gy K� Sheet of
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R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 3//1915 Subcontrator RFI#: 26 RA Nelson RFI# ss
RFI Title:__ Web Oaenina Per 12/S504
Drawing Sheets: Zimkor Shop Drawing E2,Zimkor 1219
Gridiines: (�/?
Is there a drawing or other attachment?
0✓ Yes
❑ No
Date Answer is needed: ASAP
Is there a possible work Impact?
�✓ Yes
❑ No
Is there a possible schedule impact?
❑✓ Yes On approval return drawing 1219 received 12-23-14,the architect sized and located openings in members.
❑ No
In order for the dimensional parameters shown in 12/5504 to be met,the openings must be located 2'-0
Is there a possible cost impact? north of grid 2 per the attached sketch.
❑ Yes
Q✓ NO Please verify this is acceptable.
QUBStIOII' �e question above.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' Penetration at 2'-0"norih of Grid 2 is structurally acceptable.
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer Date: �6 March 2015
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R.A.N E LSON
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 3��1915 Subcontrator RFI#: 27 RA Nelson RFI# so
RFI Title: Glass Landing - Dimension BP/Column 1130A and 1130B
Drawing Sheets: Zimkor Shop Drawing E3
Gridlines: SPP attachgd
Is there a drawing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: ASAP
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impact?
❑ Yes
❑✓ No
QU@St1011: �e question below in attachment
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes ;
Architect Answer' Proposed base plate geometry is structurally acceptable.
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer Date: �6 March 2015
5
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R.A.N E LSON
BU�LDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 3��7915 Subcontrator RFI#: 26 RA Nelson RFI# s�
RFI Title:_ Web Ooenina Per 12/S504
Drawing Sheets: Zimkor Shop Drawing 1233
Gridlines:_(;/3
Is there a drawing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: 3/27/15
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
0✓ Yes On approval return drawing 1233 received 12-23-14,the architect sized and located penetretion
❑ NO in(2)H55 beams 1233B.
Is there a possible cost impact? This size and location does not meet the dimensional paremeters shown in 12/5504
❑ YES Please see the attached sketch and verify alternate location.
❑✓ No
Question• sae q°�t'°"�'°�.
Please confirm afternate location is strudurally acceptable.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architett AnsweY• We asked for 1'-0"to avoid mechanical ductwork/routing. is this not possible?
Per Note 2 in 12/S504 a 5"fb penetration may be located 1'-0'from the beam end at HSS members.The location noted in the reviewed submittal is structurally
acceptable.Locate as noted.
RFI Answered By: sg/Kevin Haas,Martin/Martin
' RFI Answer Date' 03.25.15/26 March 2015
�
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73'-6" 9'-1P�
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R.A.N E L S C7 N
BUIIDING MOUNTAIN RESORT COMMUNITIES �
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 3i2sns Subcontrator RFI#: 3t RA Nelson RFI# 62
RFI Title: E5 Apqrover Comments - Skvliaht Posts
Drawing Sheets: Zimkor Sheet E5
Gridlines: F/F
Is there a drawing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: ASAP
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impact?
❑✓ Yes
❑ No
QU@StlOtl: See question on enclosed sheet below and returned sheet E5 for reference
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' �1 Yes.The 1280B tube beams should align with the HSS4x4 curb posts and be spaced at 5'-9 3/4"as noted
2)14'-7'from Grid C per S120(1'-3'from Grid D)
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer Date: 26 September 2015
Mile Hiqh Detailers Reauest for Information 1404-25
Date: 3-26-15
TO: Jon Humphreys RE: 463 / 473 Beaver Dam Rd. Residence
Missy Mucha
Zimkor
Subiect: Approver comments on final approvaf return drawinq E5
On final approval retum drawing E5 (received 3-9-15) the approver moved (3)
posts at the Skylight Support Framing plan.
Do the (3) tube beams marked 1280B at the high roof level below that align with
these posts also move?
Please furnish a dimension from grid C to the west end of the concrete curb
referenced on final approval return drawing E5.
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R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: 3��1915 Subcontrator RFI#: 26 RA Nelson RFI#�
RFI Title: Web Ooenina Per 12/S504 - SD1247 B-E/3
Drawing Sheets: Zimkor Shop Drawing 1247
Gridlines: B-F/�
Is there a drawing or other attachment?
0✓ Yes
❑ No
Date Answer is needed: 3iz�ns
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
0✓ Yes On final approval return drawing 1247,received 3-9-15,the approver added a thru hole to HSS beam 12476. The
❑ NO location of this added hole is 1"off centerline of a HSS lOx4 beam that frames to the near side of 1247B.
Is there a possible cost impact? Is this location acceptable? If not,please re-locate hole keeping to the dimensional parameters outlined in detail
❑ Yes iz/ssoa.
❑✓ No
QUEStl0�1: See question above.
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' Place penetration 2'-6"from adjacent penetration(6'-3 1/2"(rom beam end)
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer Date: 26 March 2015
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R.A.N E L S O N
BUILDING MOUNTAIN RESORT COMMUNITIES
RA Nelson RFI Form — 463/473 Beaver Dam Rd
RFI Date: ai3ns Subcontrator RFI#: � RA Nelson RFI# sa
RFI Title: Zimkor Outstanding Items - 3/2/15
Drawing Sheets: S105/1S533
Gridlines:
Is there a drawing or other attachment?
�✓ Yes
❑ No
Date Answer is needed: aisns
Is there a possible work Impact?
❑✓ Yes
❑ No
Is there a possible schedule impact?
❑✓ Yes
❑ No
Is there a possible cost impact?
❑ Yes
❑✓ No
Question: Please provideNeriry the angle elevadon tha[is attached to the HSS 20X4X5/16 shown @ GL+/-E/4 on Shcet S705 and Detail 1/S533(See enclosed Drawings)and as doucled on
Zimkor Shop Drawing Sheet E4 and 1261
Proposed Solution:
Question/Proposed Solution is attached on separate sheet
❑ Yes
Architect Answer' B�deck for this roof shall be 126�-io•.
RFI Answered By: Kevin Haas,MartiNMartin
RFI Answer�ate: �April 2015
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APPROXIMATE EXTENTS OF
� � TEMPORARY EXCAVATION ,
HORING WALL(BY CONTRACTOR)
, � 3 , SEE ARCH
� S313 -- - _ - S310 � STEP BIWALL
i �- - - --�-- - - - - - - - - i - ,
� � - - - - - 7,_�„- SEE 5/S340
� N BIVIIALL= 107'-0" , ' - - - -
' � � �, N T ALL= 130' - 11 1/ ' �,
- -� -� � � -' � �i
� � �_ � `� � TIVUALL= 130'-61/2" ��
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� BIVUALL- 94' -6" B�ALL= 97'-6" g/WqLL- 100'-6" ; B�ALL= 103' -6"
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' T/VUALL= 127'-0" ,
, , , SF1 STEP T/WALL ' ' ' i
i i � T/VUALL= 126'-51/2"
_� � � 2'-0" 5'-6" 5'-6" ! � ! �
463 Beaver Dam Rd.
DETAIL TITLE: FOUNDATION PLAN w/MAT DETAIL N0:
MARTINJMARTIN
COMSUITIXG ERGINEE0.5
225�d,RiNiTREET.LWITCICI,E_�'d�kP.DS.;OICM'.AC03183� SSK_ 30
PARIH ',';C.!�?b.:f:?tv1hRl IHIf AF.I iN r(I M
PROJECT NUMBER: 13.0291.S.01 DWG REF:S100M DATE:03.03.2015
6 7 8
6'-0" 16'-3��
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3" 5'-01/4" 3" s2oo CORNERS S312
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DETAIL TITLE: MASTER (A)/MAIN (B) FLOOR PLAN DETAIL N0:
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DETAIL TITLE: FOOTING AT DRIVEWAY VAULT DETAIL N0:
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PROJECT NUMBER: 13.0291.S.01 DWG REF:6/S550
DATE:04.08.2015