HomeMy WebLinkAboutB11-0433 permit issued glass art mural NOTE; TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
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Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B11-0433
Project #: PRJ10-0695
Job Address: 395 E LIONSHEAD CIR VAIL Applied.....: 10/17/2011
Location......: 395 EAST LIONSHEAD CIRCLE Issued... : 12/01/2011
Parcel No....: 210106407012
OWNER TOWN OF VAIL 10/17/2011
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL
CO 81657
CONTRACTOR R.A. NELSON&ASSOCIATES, IN 10/17/2011 Phone:970-949-5152
PO DRAWER 5400
AVON
Colorado 81620
License: 170-A
APPLICANT TOWN OF VAIL 10/17/2011
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL
CO 81657
Description:
LIONSNEAD TRANSIT CENTER-PHASE II:TRANSIT WELCOME CENTER
Occupancy: S-2 Type Construction: IA Valuation: $120,000.00
,••••••,••••••••••",•••,••,••••••,••••••«••,••,,,••••••,••••••••••••••••••••_•••• FEE SUMMARY fRffiffkfffiFYTYf�Ffiit+tift#//#fRHAff'RkfVR1rlHVlRfHhYAYY�YYyY+YRYY4yyR4RRliJRMA�tY
Building Permit--------> $1,105.75 Bldg Plan Check----------> $718.74 Use Tax Fee--------------------> $2,200.00
Electrical Permit--------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review-------> $0.00
Mechanical Permit-----> $0.00 Mech Plan Check---------> $0.00 Additional Fees-------------------> $4,029.49)
Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee----------------> $0.00
Investigation-------------------> $0.00
Will Call--------------------------> $5.00
TOTAL PERMIT FEES--- ---> 50.00
Payments--- ---- -----> 50.00
BALANCE DUE--- ---> 50.00
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DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information
as required is correct. I agree to corr�ly with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the town's zoning d ubdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSP C N SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM-4:00 PM.
� z- �- /l
Si ture ner or Contractor Date
� /l,
Print Name
combination permit_012811
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CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: 611-0433 Address: 395 E LIONSHEAD CIR VAIL
Owner: TOWN OF VAIL Location: 395 EAST
LIONSHEAD CIRCLE
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combination permit_012811
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REQUIRED INSPECTIONS AND STATUSES
Permit#: B11-0433 Address: 395 E LIONSHEAD CIR VAIL
Owner: TOWN OF VAIL Location: 395 EAST
LIONSHEAD CIRCLE
..*.,...�«....*......,,.,,«.*«***....*,..*,.,,,,.,..*.*.....*.....«„*„*«.,«�....,.......«,.,.*««�«**.*...**.«***«***..**.**.,,«.***«..*..*...,.**..««***..*.�*.......
Item: 00030 BLDG-Framing
Item: 00090 BLDG-Final
combination permit_012811
.
1
1 t`' Department of Community Development
75 South Frontage Road
TOWIV OF VAIL � vai�, co$�ss�
Tel: 970-479-2128
www.vailgov.com
Development Review Coordinator
BUILDING PERMIT APPLICATION
_ _ (Separate applications are required for alarm & sprinkler) � v/ O
Project Street Address: � ,S���f�,�s5j S7t}rl" Project#: }�S l�--ot�9S
-�;5� 5, !%�S2 � �.�-
(Number) (Street) (Suite#)
DRB#:�%Q/�
Building/Complex Name:
L��mhrc:� /�GY�i,-,�,�i,�ur.F Building Permit#:_��� - D�, 33
Contractor Information Lot#:�Block� Subdivision: �
° _..__... _.._...___ _____ ____ _____.__.__..
. j _ ___ _ _--------
Business Name:_ c,;�Y� p� (,Gtr
Work Class: New( ) Addition ( ) Alteration( ✓�
Business Address: /<.3� �'/kl2orn �i"-
City ����' State: �U Zi Jj"7 Type of Building:
p: �f(D
/ � Single-Family( ) Duplex( ) Multi-Family( )
Contact Name: —Cy��'°y'�,.�� �''r K-`"sS�r"t� Commercial( ✓) Other( ) I
Contact Phone: 9'7v • �/75- 22�5
Work Type: Interior( ) Exterior(✓r Both( ) �
Contact E-Mail: - ��Crt .Cfn» �
t '-SS'm��� ,� 'c;,'•C�:c� Valuation of
X �-'��,t,. � Work Included Plans Included Work
�
Own r/Owner's Representative Signature(Required) Electrical ( )Yes ( )No ( )Yes ( )No
Applicant Information Mechanical ( )Yes ( )No ( )Yes ( )No
Applicant Name: b�,,� j�.s �-�,,� Plumbing ( )Yes ( )No ( )Yes ( )No
Applicant Phone: � Building ( )Yes ( )No ( )Yes ( )No ,
Applicant E-MaiL• Value of all work being performed: $
(value based on IBC Sectio�109.3&IRC Section 108.3�
Project Information � / � Electrical Square Footage
Owner Name: •'�cx�� � Ua� �
Parcel#: o�/����P�%�'7i3��
(For Parcel#,contact Eagle County Assessors O�ce at(970328-8640 or visit
www.eaglecounty.us/patie)
Detailed Scope and Location of Work: Ii�b�;�� p�4SS x��-� �rrvrc�� or� �v�r �•%rST �
.s-f�irs w�s� r',�-�/l.
i(use additional sheet if necessary)
For Office Use Only: Date Receiv
Fee Paid: � � � � V �
Received From: D
Cash Check # (j�j (16 ����
CC: Visa/ MC Last 4 CC # exp date: �G
autn # TOWN OF VAIL
oi-.ran-i i
Lionshead Transit Center
Storefront Art Wall
395 East Lionshead Circle
Vaii, Colorado 81657
for
Michael Krondl '
Martin/Martin Project No.: 23206.5.01 I�
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STRUCTURAL ENGIN�ER:
Martin/Martin, Inc.
12�99 W. Colfax Avenue
Lalce�►vood, CoIorado 8Q215
(303) 431-6100
October 3,2011 � ^��
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MARTI N / MARTI N �
�T C�NSLJLTING ENGINEERS �
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Title L[9Gt��� ��-��'��� � �,1,1�l,( . Date�-2 j'�"` l Job no. Z�j KJ(-., Q� •
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� CQNSULTIhtG EPtGINEEf75 LIQNSHEADTRANSITCENTER
ART WALL FOR MICHAEL KRONDL
MARTIN/MARTIN,INC.
Title �,('����-�1rf�j ��'—�'*�J�(1 i C'�� Date Job no.
5ubject �7�"'r �j,J�u� By Sheet oF
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Town of Va �, � OCT �6 2011 ; :
REVIEW�D 'FC�� �" ,�� ,�:. I,i .
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� Martin/Martin,II1C. JOB TITLE Lionshead
13499 W Colfax Ave. Vail,CO !T
Lakewood.CO 8021� JOB NO.21615.5.05 SHEET NO.
---- -- -- ------ - _ --------- ------
(303)431-6100(phone) CA�CUTATED BY XXX DATE
---- -----–--- --- ----------------------
(303)•131-6866(fas) CHECKED BY XXX DATE X?{/XSC/XX
Location of Wind Pressure Zones
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SERIES 3000 THERMAL MULTIPLANE - WINDLOAD CHARTS �
Data based on deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240+ 1/4" above
13'-6", with maximum defiection of 1-1/4". All curves reflect single span conditions, unless noted otherwise.
These curves refiect the limiting value for mullions with horizontals and are based on allowabie wind load stress for T6
aluminum (15,152 psi) and A36 steel (20,0o0 psi).
A 4/3 increase in allowable stress for wind load is not reflected in these curves. For special applications not covered in
these curves, lease consult your local Vistawall facility for assistance.
FG-3231!FG-3232 -3313/FG-3
15 15
14
13 �3
12 12 I
m � � 15 PSF
�11 11
� 20
1=3.411 m 10 1=6.175 �p '
S=1.502 � 15 PSF S=2.738 I 25
0 9 9 30
� 20 35
8 ?5 g
30
� 35 �
I
7'TALL 6 I 6 I
50 1 2 3 4 5 6 7 8 0 1 2 3 4 S 6 7
Mullion cing(Feet)
3'-6"SPACING
FG-3328iFG- 29 FG-3215/FG-321
15 , 15
� 1 (
13 I 13 �
�
12 12
I � 1 S PSF
11 �1 �
I=4.095 1 p 15 PSF I=5.508 �p � 20
S=1.8G8 � I S=1.8 i 4 25
9 I 20 9 � I ,
25 30 ;
8 ' 30 g � 35 ( �'�
35 �
B � I 6 'I ' I ! �
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0 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 �
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20 =VlSFA`NAiL ARCHITECTUWiL PROOUCTS
EFFECTIVE 02t06
?) F,,,:D t,/ri„ ��''('j,��i.) (Eq. 5.�.�-?) rugations.and the minimunl sidelap for siding shall ha��e a
widtl�equal ro half che pilch.
3) =�?(r,'D)'�'-F,,,,lir,�,./i�rt,<_tk /s��,��(Eq. �.=F.3-.i} For a trapczoidal shcct of a deptlt grcatcr than 1 in. (S
�' � mm)the minimum sidclap for both roofing and sicting shall
=�) P„/(1?5�i,) ` �,G��- (Eq. �.=�.�-=�) have a developcd�vidth ec�ual to d1e�vidth of the narro�vest '
� ZS�� � � '��� flat plus 2 in.(50 mm).A trapezoidal sheet�vith a depth of[
5.=�.=� 11�Iinimum Spacing of Scre�vs � �n•i-5 mm) or less shall have an overlap of proven desiRn
�f���Sincluding ten anti-siphonin�feature. �
The minimum distance behveen screw centers sl�all be
2.5 umes die nominal screw diarneter. �.5.3 Fasteners in Laps
5.5 Building Sheathing Connections The minimum size of fasteners used in end laps and side I
iaps shall be#1_ (�.� mm) for screws and �/iF in. (� mrn)
5.5.1 Endlap& diameter for rivets.The maximum spacing for sidelap fas-
teners shail be 12 in. {300 mm). Endlap fasteners shall be
Minimum endlaps si�all be those expressed in Table located no more than 2 in. (�0 mm) from the end of die
5.5.1-1. averla in shee[.
PP� g
5.5.2 Sidelaps 5.5.4 Flaslung
For a sinusoidal carruaated sheet,the minimum sidelap Flashing shall b�fom�ed From aluminum sheet.
for roohng shall have a width equal to the pitch oP the cor-
Table 5.5.1-1
MiNIMUM END LAPS I
Minlmum End Laps
Depth of section F{oofing,slope greater than 2 Roafing,slope 3 on 12
on 12,less than 3 on 12 or more Siding
1 in.or less — 6 in. 4 in.
(25 mm or less) (150 mm) {106 mm)
Greater than 1 in.,less than 2 in. 9 in. 6 in. 4 in.
(Greater than 25 mm,Eess than 50 mm) (230 mm) (15d mm} (100 mm}
2 in.or more(50 mm or more) 9 in. 6 in. 6 in.
{230 mm) (150 mm) (150 mm}
�U�UWCl Gf ��Ir
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C�IViP�I iVCE
Date: �� 2 t
By: ��
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I-A-58 January 2005 � �
I �
n =number of threads per unit len�[h far a screw K�= t?0 for O.OSQ in.<_r�<_0.125 in.
n� =safety Fac[or=3.0 (?mm<_ i,;<_3 mm)
N,,, =nominat tensile strength oP a screw b. for Q.l?a in.<t�<0.25 in.(3 mm<1,.<63 mm)
P,,,,, =naminal pull-out strength of a scrctv P,,,,,_ [.2DF,,.,(0.25—t,.)+ 1.16A,,,F,,,,(t�—0.12�)
Pn,,,,=nominnl pull-over slcength of a screw {E�l' �'`�'�'f �}
P„3 =nominal shear strenRth of a screw c. for 0?�in.s t�_<4.375 in.(6.3 mm<_t,.<_10 mm)
ei =thickness of inember in contact�vith the screw head P,,,,�=0.3S A,,,t�F,�� {Eq. �.�?.1-3)
r� =thicl:ness of inember not in co�itac[with the screw �) For spaced tEireads (screw thread typcs AB, fl, BP,
head BF and BT)
t� =depth af full lhread en�agement of scre�v into t, a. for 0.038 in.<t„<_Zin(1 mm<t,.<Jn)
noe including tapping or ctrilling point P K,D t F,_ Fc. �.=l.2.1-=F
nnt— r � n� f-1 )
5.4.1 Scre�v Material �vherc
1�.�= 1.01 for 0.033 in.<_1�<0.080 in.
Scre�rs shall bc; (1 mm s t,,<2 mm)
a. aluminum,
b. austenitic stainless steel,or K1= 1?0 for 0.080 in. <_t<<J�c
c. if the scrc�v tvill not be exposed Ea contact with liquid ��mm<_[�.<Jrr)
�vater or humidity near the dew point in i[s intcnded ser- b. far 2/n<t<<4hr
vice:
1) non-austenitic stainless stcel with a minimum nominal PR��= 1.2D I',,.,(4/ri—t�)+3?bD F�,,(t�—2/rt)
composition af I6%a chromium and a Rockwell hard- (Eq..S.�.Z.1-5)
ness less dian C35 itt the Iaad bearing portion of thc c. for 4M <_t�S 4.375 in.(4hz 5 t�_<8 mm}
shanlc,or
?) coated or plated carbon steel with a Rockwcll hard- P��v,= j.63D t�.F,,,, (Eq.S.�F.?.1-6)
ness less than C35 in the load bearing portion of the
shank. Screws shall be zinc caated per ASTM A123, 5.4.2.2 PuII-Over
A641,or B633 or nickeUchromium plated per ASTM
B=��6,Typc SC.�Vhen odicr platings and/or coaCinos Tlle nominal pull-over strength, P,,,,,,, for palling con-
are ta be used,cvidence shall be submitted ta substan- nected material over the head of a screw ar wasl�ar,if pres-
tiate the cotrosion resistance aE these products. e�it,is:
P�����•= C ti F��a �D��•.f—Dl�) l�q.5.4?.?-I)
5.4.2 Scre�v Tension
�vhere C is a coefficient[hal depends on screw location(1.0
For screws that carry tensile laads, die ltead of die scre�v for valley fastening and 0.7 far cro�vn fastenin�},and D,,.,is
or washer,if a washer is provided, shall have a diameter D,,. d�e larger of lhe screw head dia�neter or�l�e washer diam-
not less than 5/�fi in.(S mm).Washers sha116e at least O.OSO in. eter,but no greater than'/K in.(16 mm).{5ee Section 5.�.2
(1.3 mm)ducl:. for the washer[hicl:ness requirement.)The nominal pull-
'I'he allowable tension force an a screw is the leasl of: over strength nezd not be less than the pul]-over stren�th
1} P,,,,,/►iS (see Section 5.4?.1) computed From ec�uation 5.4.2?-2 for countersunl:screws.
?} P,,,,,,h�.� (see Sec[ion S.�F?.3) For countersunk screws wiCh an S?°nominal angle head,
the nominal up-over slren_th is:
3) PM!(1.25rt,.) F �
PR,,,._(0.27+ 1.45t,1D)D r,F�., (Eq.S.�F.2?-3)
5.4.2.1 Pull-Out
for 4.06 in. <_t� <�.19 in. (I.�mm<_1� <5 mm)and ti1D <_
The nominal puIl-aut stren��h, P�,,,, For pulling a screw 1.I.If t�/D> i.l, use tilD=11 r ,�
out o[a threaded part,is: w:��`
5.�.3 Scre���Shear and Bearing
1) For UNC Utreads(screw UZread types C,D,F,G,and T) � �
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January 2005 � I-A-57
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• Martin/Martin, Inc. JOB TITLE Lionshead
12499 W Colfax Ave. Vail,CO
Lakewood.CO 8021� JOB NO.21615.S.05 SHEET NO.
(303)431-6100(phone) CALCULATED BY XXX DATE XX/XX/XX
---_ ---_---- ____ _ -------
(303)431-6866(far) CHECKED BY XXX DATE XX/XX/XX
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Code Search
I. COde: International Building Co 2006 �
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II. Occupancy: �
Occupancy Group= B Business v � C�
III. Type of Construction:
Fire Rating:
Roof= 0.0 hr
Floor= 0.0 hr
IV. Live Loads:
Roof angle (9) 4.00/ l2 18.4 deg
Roof 0 to 200 sf: 20 psf ��
200 to 600 sf: 24-0.02Area,but not less than 12 psf I
over 600 sf: 12 psf '
Awnings and canopys 5 psf
Eloor 100 psf I
Stairs&Exitways 100 psf
Balcony/Deck 100 psf i
Niechanical N/A I
Partitions N/A �p',�` �'' ""°` I
V i����� ��fl ��t.J� ��
v. w�nd �oaas : AscE�-os ��_:��i1�r����.��,�VC� I
[mportance Factor 1.00 ���e' ( � I
_,_..
Basic Wind speed 90 mph .,r° �� �
Directionality (Kd) 0.8� � �'' � —
Mean Roof Ht (h) 22.0 ft �;";��`
Parapet ht above grd 22A ft
�
Minimum parapet ht 0.0 t�
Erposure Category B
Enclosure Classif. Enclosed Building
[ntemal pressure +/-O.18
Type of roof Gable
Building length(L) 80A ft �
Least width (B) 30A ft ����
Kh case 1 0.701 � —
Kh case 2 0.641 Speed•up
To�oeraqhicFactor (Kn) �t2� ��nd) _= x(d�.vnwind]
Topography Flat Vr,;,:- ,-:�-.r�:r-Hl2
Hill Height (H) 80.0 ft - �h H
Half Hill Length(Lh) 100A ft H�2
Actual H/Lh = 0.80 "`•"'�'' '�'r�''�'�':"�a4': �'t
Use H/Lh = 0.50 ESCARPMENT
Modified Lh = 160.0 ft �f{T}� ��
From top of crest:x= 50.0 n Z
Bldg up/down wind? downwind i �Speed-up �
V�E} x(upwind) ' x(dowrnrin �y
H/Lh=0.�0 K,= 0.000 , ♦ o�,p
�c/Lh=0.31 KZ= 0.792 ; �a wZ H
z1Lh=0.l4 K I.000 �
3_ .Lh �-�/2 +v.
�� y;�
At Mean Roof Ht: '^��"�'" ��'��`�`�� ��"`� �
Kzt=(1+K,K,K,)^Z= 1.000 2D RIDGE or 3D AXISYMMETRICAL�IILL f�;�
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Nlartin/Martin,IriC. JOB TITLE Lionshead •
12�199 W Colf'ax Ave Vail,CO .
Lakewood,CO 8021� JOB NO.2161�.S.05 SHEET NO.
-------- --------_ _ - ---------
(303)431-6100(phone) CALCU�ATED BY XXX DATE
-------------------- _-- _-------..- -
(303)431-6866(fax) CHECKED BY XYX DATE XXiXX/�`t
V. Wind Loads-Components 8�Claddinq: Buildinqs hb60' 8 Alternate desiqn 60'<h<90'
kz=Kh(case 1)= 0.70 GCpi= +/-0.18 NOTE: If tributary area is greater than
Base pressure(qh)= 12.3 psf a= 3A ft 700sf,MWFRS pressure may be used.
Roof Angle=18.4 deg
Type ofroof= Gable
Roof GC +/-GC i Surface Pressure( st) l��ser in ut
Area 10 sf �0 sf 100 sf 10 sf 50 sf 100 sf 20 sf 2�0 sf
Negative Zone 1 -L08 -LOl -0.98 -13.3 pst -12.�pst -12.1 pst -13.0 pst -13.1 ps
Negative Zone 2 -L88 -1.53 -1.38 -?3?psf -18.9 pst -17.0 psf -21.4 pst -17.0 pst
Negative Zone� -2.78 -2..i6 -3.18 -3d3 ps -29.I pst -26.9 pst -32.1 pst -26.9 ps
Positive All Zone 0.68 O.�a O.d8 10.0 ps 10.0 pst 10.0 ps 10.0 ps 10.0 ps
Ovechang Zone -2?0 -220 -220 -37.2 pst -27?pst -27?pst -27?pst -27?ps
Overhang Zone -3J0 ?.86 -2.50 -45J psf -3�.3 pst -30.9 pst -41.2 pst -30.9 pst
���alls GCp+/-GCpi Surface Pressure(pst) Cser input
Area 10 sf 100 sf �00 sf 10 sf l00 sf �00 sf 8�sf 200 sf
Negative Zone -128 -I.10 -0.98 -1�.8 pst -13.6 pst -13.1 pst -13.8 pst -13.0 pst
-�Negative Zone -1.�8 -1.23 -0.93 -19.5 ps -l�.l pst -12.1 pst -1�.�pst -13.8 psf
Positi��e Zone 4& L 18 1.00 0.88 1d.6 pst 12.d pst 1Q9 pst 12.�ps I 1 J pst
Parapet Surface Pressure( st) C'ser in ut
qp= 13.3 psf Solid Parapet Pressure 10 sf 100 sf �00 sf �0 sf
CASE A: [nterior zone: 0.0 pst 0.0 pst 0 0 pst 0.0 pst
CASE A=pressure towards building Comer zone: 0.0 s 0.0 s 0.0 s 0.0 st
CASE B=pressure away tiom building CASE B: Interior zone: 0.0 pst 0.0 pst 0.0 pst 0.0 pst
Comer zone: 0.0 psf 0.0 ps 0.0 ps 0.0 psf
Rooftop Structures&Equipment
Dist&om mean roof height to centroid of Af= 10.0 ft Gust Effect Factor (G)= 0.8�
Height of equipmem(he) = l�A ft Base pressure(qz)= iJ.8 Kd psf
Cross-Section Square
Directionality (Kd) 0.90
Width (D) 10.0 ft h/D = I.50
Type of Surface N/A
Square(wind alon�diagonall Square(wind normal to face)
Cf= 1.01 Cf= 1.31
Af = 10.0 sf Ar = 10.0 sf
Adjustment Factor(Adj)= 190 Adjustment Factor(Adj)= 1.900
F=qz G Cf Af Adj= 2 l.7 Af F=q�G C f Af Adj= 28.1 Af
F= 2l7 lbs F = 281 Ibs
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12-08-2011 Inspection Request Reporting 9
8:05 am ------ ------ ___�����i�j[_S2f_
Requested Inspect Date: Thursday December 08, 2011
Site Address: 395 E LIO�NSHEAD CIR VAIL
395 EAST LIONSHEAD CIRCLE
AIP/D Information
Activity: B11-0433 Type: COMBO Sub Type: ACOM Status: ISSUED
Const Type: Occupancy: Use: S-2 Insp Area:
Owner: TOWN OF VAIL
Contractor: R.A. NELSON &ASSOCIATES, INC Phone: 970-949-5152
Description: LIONSHEAD TRANSIT CENTER- PHASE II:TRANSIT WELCOME CENTER
Requested Inspection(s)
Item: 90 BLDG-Final Requested Time: 03:30 PM
Requestor: Phone:
Comments: 376-0949 Entered B MHAEBERLE K
Assigned To: D GON y�
Action: Time Exp:
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Inspection History
Item: 30 BLDG-Framing '"Approved""`
12/02/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 90 BLDG-Final
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REPT131 Run Id: 13855