HomeMy WebLinkAboutB13-0050 B13-0051 Special Inspection Departmen[of Community Development
75 South Frontage Road
iOWN OF VAIL � Vail, CO 61657
Tel: 970.479.2128
www.vailgov.com
Developmen[Review Coortlinator
TRANSMITTAL FORM
Use ihrs form when submitting additional mformation for planning applications or builtling permits.
This form is also usetl for requesting a revision to builtling permits. A Iwo hour minimum building review
fee of$110 will be chargetl upon reissuance of�he perml�
Applica[ion/Permit#(s)information applies
to: Attention: �Revisions
� � _��� ���� ,�� �Response to Correction Leher
(_; jlatlachetl copy of cortec[ion letter
�� /' n,, 0 Deferred Submittal �
1"7 � ��-1� � �� 7iYl K-C.�( �JOther�C . \V�S���L..�
Proj/ect Street Atltlress: I �
�12U IiWK�Dl14 C1Y�GILIUvI� �r��
(NUmber) (Street) (Suite#) '
Builtling/COmplex Name: Li(� �Pn�L I.CaW. Description of Trensmittal/Lis�of Changes, Ilems AttacheG'.
_ 5P«;�. �v�5p�c+�cv�.
Applicanl In(ormalion �N� n _ ��S ���cl '
f-�
(arc�ilecl,con[raeror,owner/owner's rep)
ContactName� (J�-E �JU��LL�^� ��s+{lL. I
Address'.
Ciry � State: Zip�.
Con�act Name- .RrfxJ✓� �use atlnilional snee�il necessary)
!CoNact Phone'. �.�l� �1U�J 1�l0 Builtling Permi[s:
P ��Q���;� `�,v� RevisetlA�DITIONALValuations�Labor&Materials)
Contac[EMail. �0. (DO NOT inclutle original valualion)
I hereby acknowledge Ihat I have read lhis applicatioq filled out Builtling: $
in full the information required.mmpletetl an acarate plot plan,
antl state lhat all the informalion as required is wrrect. I agree to Plumbing: S
comply with ihe information antl pbt plaq to mmply with all Town
' ortlinances and state lavrs, antl to builtl this stmcWre accortling Elecirical� $
to�he town's zomng antl subdivision codes, tlesign review ap-
. pmveq Intemalional Builtlinq and Residenlial Cotles antl other Mechanical: $
ordin nces1olt�he Town applicable Ihereto.
X ��NI /�L�� Tolal�. $�
¢
Owne�wner's epresentative SignaNre(Reqmred)
Oa[e Receivetl:
fvv oRCe l�xe oniv
Fre Paid:
Recelvetl Fmm:
��, cneu� a
CC: Visa/MC La4 9 CC N evp.da[e:
Hu[honxa[ian#
.
7DWNOFVAQ, '
FINAL REPORT OF SPECIAL INSPECTIONS
ProjecC Lionshead Center Permit Number: B'13 �GOSQ � 6/3'�G��
Project Location: 520 LionShead CirCle
o�,e� Srnre �l�l LGC � (Q j/on tep LGC
Address Sa7b L�ons�iae( C�rr4 iNa/� c�ry: l�ai z�P� �'GSS
Special Inspections Agency
DesignProfessieaallrFGhasg�GROUND Engineering Consultants, Inc .
Address: p� Box 464
Ciry: Gypsum Stale: CO ZiP: 81637 Phone: (y70) SZ4-07Z0
Fax: (970) 524-0721 E-maiC chris.huttocaqroundenq.com
carl .henderson��groundeng.com
To the best of my information, knowledge, and belief, Ihe special inspeclions andlor[esting required for
lhis pmjecf, have been completed in accordance with the contrac�documents.
Interim reports submitled prior to this Final Report of Special Inspeclions form a basis for,and are to 6e
considered an iNegral parl of�his final report. Any discrepancies �hat were noted in all inlerim repods
have been correc�ed.
***PLEASE SEE "13-6518 . CWI . 150319 .REPORTS"***
Prepared by:
p0 Hp��9
Carl Henderson, P.E. ' �Q,a,NENO�$.+p�.'Q,
T eorPnnlN �¢L ��� N'b '
��+�Q 5888] O:
(/J�� V �
�a'11fe� �' �s/ONPt�
3/19/2015
Dalc
Preparer's Seal and SignaWre Required
-12-
ClienL Mr.Michael5loyche0
GROUI�ID POBoxG3�6ASSaciates
ENGINEERIN6 CONSULTRNTS va�i,coaisse
Lionshead Center - Steel Inspections
Structural Steel Cover Report
. !�J,inir,�. �ionsneadCeno-eConaosUniis2os,3oa.aoe Localion�. s'�ie
iah Na 12�595 DBtO: April26,2015
As schetluled, a representalive arrivetl lo pertorm special inspection services. The following is a
summary of Ihe services pmvided on�his date.
1)GROUNO inspectea Ne bolletl mnnections of beams 10 columns antl beams to beams al Ihe semnd and ihira level ol Ine new
a0dition al Ihe LionsM1eatl Cenire Contlos antl fountl Ihal IM1ese connections were in general compliance wilh Ihe prolect plans
antl specifmalions.
2)GROUND Inspecletl Ihe weltled conneclions of columns lo beams antl column reinlorcemenl al lhe secontl an4lM1irtl levels al
Ihe new atltlllion lo Ipe Lionshead GenVe Contlos anJ fountl Inal lpese connections were In general compliance wilh I�e pmjecl
plans antl wi1hAWS OLi-00. NoIe:IM1e foWh antl roof levels.as well as,Ihe r.olumn reinforcemenl al gritl Ll3 was incomplele al
iM1e lime ot ihis inspeclion.
3)GROUND is requesling the weloing pmcetlure specifiralions�WPS)antl weltler qualillcalion lesl recortls(WoTR)for D1.1
(mm IM1e welders on site,tliscrepancy ki.
Mic�ael witM1 SRE was inlormetl of Ihese observalions antl emailed a copy of Ihis repo�.
Tolal number of payes atlached lo�his report-. �
Have ou�standing discrepancies been reported Ihis Aate?ves
. ���I Represen�alive'. R_mtcnaei Wniuen
�w�a�Q u1h!��
�w<,�,����,����,,,�<��,
En9lewood. Commerce City.Loveland. Granby.Gypsum, Grantl Junctioa Casper
CROUrID Clienc Mr MicnaelSloycheii
SftE 8uilalnq Associates
PO Box fi3]6
ENGINEERIN6 CONSULTRNTS va�i.coairse
Lionshead Center- Steel Inspections
Structural Steel Cover Report
i , ii:nnC� LIONSHEApCen�reCOntlus LOC2110f1: Sl�e
Inb NO�. 13-6595 Dd�O�. Apn129.2013
As scheduled, a representative arrived to perform special inspection services. The following is a
summary of the services provided on this date.
1�GROUND inspec�ed welded conne<iions ol beams io dlps,beams to mlumns antl beams lo�eams al fouM level and mol
level a�gritls J-N'I3�A antl found�M1auhe rool iraminq suppotl beains at gritls L14.N.tl4,N]l4 were nol matle per plans. Plans
sM1ow W sM1ape beams aitacM1e�io a dip aliac�etl lo exisiin9 beam an41i55 beam sitling alop e�islinq beam. In(ield W beams
cope�antl afop exiling beam antl HSS beam was altache�lo a sWb column a�op exisling beam.(see p�olos 1 8 2),
disc�repancy N2. Also,IM1e column al gntl U3 was not rein(o¢etl per ravisetl plan,il was missing Olale allached to channel,
tliurepancy A3.. TM1e remaintlerol Ihe conneclions were matle in general compliance wilh Ihe prqecl0lans and wilM1 AWS
oi i-m
2)GROUND inspecled bolletl conneclions of beams lo beams at the fourth level Gaming and lound I�ese conneclions to be in
general compliance wilh Ihe pmjecl plans antl specificalions.
3)GROUND was pmvi0e�with the weltlerqualification�est recortls(W�TR)lor wel�ers on site,bW slill lacking Iba welding
procetivre speolOCallons(WPS�_
Michael wilb SftE Conslmclion was inlo�med of Ihese observations antl emailed a copy ot Ihis repotl.
Tolal number of P�9es a�lached �o Ihis repor��. 2
Have ou�siandiny tlis'crepancies been reportetl Ihis da�e? ves
c J�:1 Repfesenta�lve: R.Michael Whillen
R wa�? u1h N�.
www yrnunAeng.r.om
Bi9lewood,Commerce Cily, Loveland Granby. Gypsunt Grand Junclion.Gasper
6ROUI�ID Clienl MrMicnaelS�oyche!(
SRE 9uiltling Associaies
PO Bax 63]6
ENGINEERING CONSULTRNTS vaii.coetcse
Lionshead Center - Steel Inspections
Structural Steel Report Continued
'Jam2 LIONSHEADCenimGOn�os Loc2lion' Sile
i��bNO is�s�s Dale� nuniz9.zai�
y
Photo 1 - w shape beam coped at
existing beam, discrepancy R1
f
c `
Pho�o 2- HSS beam atop sWb column,inslead of
on exis�ing beam, discrepancy fl1
www.ymuntleng.mm
En9lewwd Commerce City.LuvelanA. Granby.Gypsum, Grand Jundion. Gasper
Clienl: Mc Michael SloycheH
CROUI�ID POBoxl63]6Assxiales
ENGINEERING CONSULTRNTS va�i.coflissn
Lionshead Center- Steel Inspections
Structural Steel Cover Report
Mamh 18.ZO15 Luraii�in Job Numbef 13�6b18
As schetluled, a representative arrived to perform special inspeclion serviws The following is a summary of
services pmvided on Ihis date.
1)GROUNO receivetl and reviewetl leuer daletl March 6,2�15 in regartls�o Oulstanding steel tliscrepancy items 1F2 ana N3. T�ese are
tountl acceptable antl closM on Ihls tlale
This repotl was sen��o MicM1ael wilh SRE 9uiltls.
Ves No //�
� ..i�,�hny Discrepancies Repotled�his Dale? O O�� //
No.of Pages Atlachecl a � l,
Field Represen�alive �osn easn
www.gmuntleny com
Englewood.Commerce Cily.Loveland.Granby.Gypsum, Grand Junr.tion. Casper
CROUI�ID Clienl Mr MicM1aelSloycnefi
SRE Builtling Associales
PO Bax 63]6
EN6INEERING CONSULTRNTS vaa,coais5a
Lionshead Center - Steellnspections
ihop� Fieltl Job Nninc� Lionsheatl Canler
.. Shnp Jnb NumLe��. t&6518
Genernl Conlractor. Sae Conswc�lon
Outstantling Structural Steel Discrepancy Log
� �� � wi oaio ci ri,�r .
�i�„��i�..� ��m�si. n.,,,.��ia�,., ,�iln.��,rir���,v Fr.owe,i ��P,r=i
cttouNO��s�eo�esr,,,y wvs a�a woTR m�oi.i trom weme�s o�sue a�o�mea oy
A/26113 1 RMW 4I30/13 conlrecbr
Beams ai mof level no�per plan line4 Per leuer
029/13 2 RMW 3�i8115 tlaletl3�6I15
Column al Ll3 missing pla�e Per leller
4129113 3 RMW 3I18I15 tlatetl3I6A5
It is�he responsibiliry of Ihe contractor to schedule our offce to pertorm retesting once the necessary wrrective
action has been matle or provide our office with documentalion �hat resolves lhe discrepancy.
www.grounticnq.��.oni
En9lewood,Commerce Cily.Loveland. Granby.Gypsum, Grzntl Junction. Casper