HomeMy WebLinkAboutB15-0116 �
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EXISTING �
BUILDING
2x4 HORIZ.@ TOP
&BOT.
4x4 NEWEL POSTS
EXISTING CONCRETE
WALK
EXISTING�
CONCRETE
FOUNDATION WALL
ELEVATION
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BUILDING
EXISTING I
LANDING TO '
REMAIN �_
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. � BUILDING
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REPLACE STAIR
STRINGERS&TREADS
2x6 TOP CAP
1 1/2"x 1 1/2"
PICKETS W/LESS THEN
4"OPENING BTWN.
EXISTING LANDING
TO REMAIN
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ELEVATION
PROPOSED 2x6
HAND RAIL
2x4 HORIZ.@ TOP '
4x4 NEWEL POSTS
2x6 TOP CAP
1 1/2"x 1 1/2"
PICKETS W/LESS THEN
4"OPENING BTWN.
EXISTING LANDING
TO REMAIN
REPLACE STAIR
STRINGERS&TREADS
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EXISTING CONCRETE
WALK
EXISTING CONCRETE
CURB FOR STAIRS
TO BEAR ON
SCALE: 1/4" = 1'-0
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EXISTING — —
WALKWAY
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4x4 NEWEL POSTS� I � � � � � � � �a r n 1 n� �ti �:, 5
2x6 TOP CAP
EXISTING I `�
BUILDING 8 R @ 7.25"
8 T @ 10.25"
PROPOSED � I UP
REPLACE STAIR �
STRINGERS&TREADS HAND RAIL
EXISTING
CONCRETE
FOUNDATION WALL
EXISTING CONCRETE
CURB FOR STAIRS
TO BEAR ON
SCALE: 1/4" = 1'-0
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REMOVE EXISTING
STAIRS &REPLACE WITH
NEW STAIRS IN SAME
LOCATION
STAI R PLAN VI EW SCALE: 1/4" = 1'-0
s �;
G�NERAL NOTES: PITKIN CREEK CONDO BLDG R
12& 13 STAIR REPAIR JOB#0206 15
D�SIGN CRITERIA:
�
STAIRS LIVE LOAD
STAIRS DEAD LOAD
DECK RAILING (PER SEC. 1607.7 2012 IBC)
IBC EDITION:
STRUCTURAL WOOD FRAMING:
100 PSF
10 PSF
50 PLF
2012
1. EXCEPT WHERE NOTED OTHERWISE,ALL 2"NOMINAL LUMBER EXCEPT STUDS
SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER. ALL SOLID TIMBER POSTS AND
BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNLESS
NOTED OTHERWISE ON PLAN.
2. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH
STANDARD WASHERS AND NUTS.
3. REFER TO THE 2012 IRC TABLE R602.3(1) OR 2012 IBC TABLE 2304.9.1 FOR
MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED
UPON REQUEST.AS STATED IN SECTION 2304.9.5 OF THE 2012 IBC SECTION
2304.9.5: FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED AND
FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.
FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA PWF.
4. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN
RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR
EC�UIVALENT. CONNETORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN
CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES
AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OF CONNECTOR
MANUFACTURERS'RECOMMENDATIONS OR IN ACCORDANCE TO IBC SECTION
2304.9.5.1.
STRUCTURAL STEEL:
1. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM
SPECIFICATION A325. ANCHOR BOLTS AND BOLTS (INCLUDING LAGS) USED IN
TIMBER CONNECTIONS MAY BE ASTM A307.
GENERAL REQUIREMENTS:
1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO
CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF
DISCREPANCIES IN DIMENSIONS ARE DISCOVERED.
2. THE STRUCTUR,4L DRAWINGS DESCRIBE THE COMPLETED STRUCTURE.
THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED
CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND
TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE
SHORING AND BRACING IN THE PROPER SEQUENCE,AS MAY BE REQUIRED TO
ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH
THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN
CONTRAC�.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES
AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY
STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION
DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS
ARF RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS
THF�OUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE
SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR
DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION
DOCUMENTS. THIS OBSERVATION VISIT IS NOTAN INSPECTION. THE
CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO
SCHEDULE THIS VISIT.
5. IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE,THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS,
ELEVATIONS AND ALL EXISTING CONDITIONS. UNDERPINNING AND SHORING OF
EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS
(NOT IN CONTRAC�,
6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET
OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR.
RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND
COMMUNICATION BEIINEEN THE CONTRACTOR,ARCHITECT AND ENGINEER TO
PROVIDE THE BEST POSSIBLE STRUCTURE.
EXISTING�
WALKWAY
FRAMING
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ABBREVIATIONS LIST
ABV.
ADJ.
BLKG.
BM.
BRG.
CANT.
CLR.
CONT.
(E)-
EA.
EQ.
HORIZ.
INFO.
JSTS.
O.C.
(N)-
�
REF.
SCHED
T
T.B.
TO
TRTD.
TYP.
VERT.
VIF
W.P.
W/
ABOVE
ADJACENT
BLOCKING
BEAM
BEARING
CANTILEVER
CLEAR
CONTINUOUS
EXISTING
EACH
EQUAL
HORIZONTAL
INFORMATION
JOISTS
ON CENTER
NEW
PLATE
REFERENCE
SCHEDULE
TRIMMER
THROUGH BOLT
TOP OF
TREATED
TYPICAL
VERTICAL
VERIFY IN FIELD
WATERPROOF
WITH
OQPpO nEG�F�.
c�'�aF r•'P�o�F��f,{�,
i�.��;,o,,,Q�
�� ".��N
OF.:,....... '\r::
. . ' °�,IOhA_°�'�(�
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EXISTING STL.ANGLE W/5/16"fd
BOLTED CONN. TO BE REUSED
/-- EXISTING LANDING
� W/(E)-STL. C-CHANNELS
ALONG PERIMTER&MID-SPAN
�- INDICATES NEW
i� DECK RAILING
INDICATES NEW
4x4 NEWEL POST,TYP.
EXISTING 8"WIDE
CONCRETE STEM WALL
REMOVE EXISTING
STAIRS&REPLACE WITH
NEW STAIRS IN SAME
LOCATION
N
STAIR & RAILING FRAMING PLAN
SCALE: 1/4" = 1'-0
PLAN N�TES:
1. NEW NEWEL POSTS NOT CONTINUOUS BELOW ARE INDICATED: ❑
2. (E)-EXISTING FRAMING INDICATED AS THUS: (- - _ _ ) (N)-NEW FRAMING INDICATED AS THUS:
3. DO NOT SCALE DRAWINGS ( �.
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PROJECT; 0206-15
DRAWN BY: JPL
REVIEWED BY : JPL
DATE :PERMIT06.10.15
REVISIONS :
GENERAL NOTES
& STAIR & RAILING
FRAMING PLAIV
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(N)-(2)-#10x
SCREWS,T(
TYP.
(N)-2x2 PICk
@ 5"O.C. W
OPENING O
(N)-4x4 NEVb
NOTCHED 1
TOP&BOT.
STAIR STRI�
(N)-(2)-1/2"(�
2"OUTSIDE
FENDER WA
@ 4x4 NEWE
i x 2 1/2" DECK
JTO TOP OF
� 12"O.C. &
a. 4x4 NEWEL
'RAIL SET
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STS W/
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aDS
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(N)-2x6 CAP
(N)-(2)-#10x2 1/2"DECM
SCREWS,TOP&BOT.
TYP.
(N)-2x2 PICKETS
@ 5"O.C.W/MAX.
OPENING OF 4"
(N)-4x4 NEWEL POST, -
NOTCHED 1 1/2"@
BOT.TYP.
(N)-(2)-1/2"f11 T.B.'s,W/
2"OUTSIDE DIAMETER
FENDER WASHER TYP.
@ 4x4 NEWEL POSTS.
(PACK WEB SOLID)
(N)-2x6 CAP
(N)-2x4 TOP&BOT. —
RAIL W/(2)-#12x3 1/2"
TOE-SCREWS
(N)-2x2 PICKETS —
@ 5"O.C.W/MAX.
OPENING OF 4"
(N)-4x4 CORNER —
POST,TYP.
(E)-DECKING �
(N)-(1)-#10 x 2 1/2" DECK
SCREWS INTO TOP OF
2x6 CAP @ 12"O.C. &
(2)-INTO EA. 4x4 NEWEL
POST
(N)-2x4 TOP&
BOT. RAIL W/
(2)-#12 x3 1/2"
TOE-SCREWS
(E)-DECKING
(E)-7" DEEP STL.
C-CHANNEL
(E)-JOISTS � /,I' I
/ L �
VERIFY CONT. RIM —�
W/ENG. PRIOR TO
CONSTRUCTION
(E)-LANDING CAVITY
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(N)-(1)-#10 x 2 1/2"DECK
SCREWS INTO TOP OF
2x6 CAP @ 12"O.C. &
(2)-INTO EA. 4x4 NEWEL
POST
(N)-(2)-#10x2 1/2"DECK
SCREWS,TOP&BOT.
TYP.
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FENDER WASHER TYP.
@ 4x4 NEWEL POSTS.
SCALE: 3/4" = 1'_0
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PROJECT : 0206-15
DRAWN BY : JPL
REVIEWED BY : JPL
D A T E :PERMIT 06.10.15
REVISIONS :
DETAILS
S2
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 #: B15-0116
Project #: PRJ14-0441
Job Address: 3921 BIGHORN RD VAIL Applied.....: 04/23/2015
Location......: Pitkin Creek Park-Buildings 8,12,13 Issued. . . : 06/29/2015
Parcel No....: 210111105073
OWNER TOBIAS, SCOTT A. &JANE S. 04/23/2015
740 KRAMERIA ST
DENVER, CO
80221
I' APPLICANT SAWATCH LAND CO INC 04/23/2015 Phone: 970-376-4124
STEPHEN T. CROKE
PO BOX 5355
VAI L
CO 81658
License: C000003572
CONTRACTOR SAWATCH LAND CO INC 04/23/2015 Phone: 970-376-4124
STEPHEN T. CROKE
PO BOX 5355
VAI L
CO 81658
License: C000003572
Description:
Replace existing stairs 8� railings. Units 8-I, 12-L, 12-N,
12-0, 13-D
Occupancy: R-2 Type Construction: VA Valuation: $20,000.00
♦r:»��r�rww�r�w,rr.�w::�►rr:►rii��rxrrw�t�::��rr::e���e�ww�x��www::::zHiirxe,rex:� FEE SUMMARY wt�i�:Riie�»w,vvv,v�eR��is.::�xx��rrrwxwrx�r�tr�rrrw:�:reirr+x►x�iiirxr�:»�,er+�s
Building Permit---> $321.25 Bldg Plan Check--> $208.81 Use Tax Fee------ > $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----- --> $0.00
Plumbing Permit--> $0.00 Plmb Plan Check-----> $0.00 Recreation Fee--- -> $0.00
I nvestigation---------> $0.00
Will Call----- ----> $5.00
TOTAL PERMIT FEES— > E735.06
Payments– -----> ;735.06
BALANCE DUE------ -----> E0.00
YRMMfRt4lrMr/fttMttRlHfNfrktk}4ftHf�ff}Y�FyYfMrf#f`RflrffftHttftFtrfYr�Ykf}f�}fflr�ffttRf1t1�1�RtYMftftYf/Af�R1'�t1tltkftWkY`tMr4�tff/1RRfNRlYf Wtr*lfftff�tfffttYAtktrYRRM���fHffRfYYYf'4*AtfrltMlHfft
DECLARATIONS
I agree to comply 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 and subdivision codes, design review approved, International Building and Residential Codes and
other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION 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.
combination permit_012811
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rweis.+�►�H�::f.w►rw�xti�:e�.e�xr�wr�::::wv�www.rR�wxw��ei:xwwwwxw�.:�xeer�www.�r.�R�n'ewwww��wrww�.:����e::��+.r��:�,r�we::,e�weewkaw�:wwe�rr+wrw,rww,ti►::rH�eesxwr�tth:�r�»�wexww�:�mi+
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: B15-0116 Address: 3921 BIGHORN RD VAIL
Owner: TOBIAS, SCOTT A. &JANE S. Location:
Pitkin Creek Park-Buildings 8,12,13
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combination permit_012811
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..............*.....�*..*....�**.......****......**,.....*****.....**..*...*�*.*.*..�,........*****...*..*.....****....�#**.........*,,.*.**,*.....�.,
REQUIRED INSPECTIONS AND STATUSES
Permit#: B15-0116 Address: 3921 BIGHORN RD VAIL
Owner: TOBIAS, SCOTT A. &JANE S. Location:
Pitkin Creek Park-Buildings 8,12,13
.«�..«**.....««....,,*.**......*.,,.,,.��*«**...��***.,,*..,**..*....*........,.*...**«*�«.**...,***...*�.*..*,......*.�*.......***........*«*�*,..*„�*.*.**.
Item: 00542 PLAN-FINAL
Item: 00090 BLDG-Final
Item: 00025 PW-Rough grade
Item: 00070 BLDG-Misc.
wmbination permit 012811
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` -0'��'% ' Department of Community Development
75 South Frontage Road
T��`� �F'��;��,�' ` . va�i, co s�ss7
Tel: 970.479.2128
www.vailgov.com
Development Review Coordinator
TRANSM ITTAL FORM
Use this form when submitting additional information for planning appiications or buiiding permits.
This form is also used for requesting a revision to building permits. A finro hour minimum building review
fee of$110 will be charged upon reissuance of the permit. ,
;ApplicationlPermit#(s) information applies
to: Attention: �Revisions
�I� �� � � /�� �sponse to Correction Letter
� � �attached copy of correction letter
�Deferred Submittal
l�Oiher
....................................................................................................................................................................................................................................................................................................................................................:
Project Street Address:
��- ��t�-i�u� �-t1�
�
(Number) (Streetj (Suite#} {....................................................................................._..............................................................................................
Building/Complex Name: ;' Description of TransmittaU List of Changes, Items Attached:
: _ . �
............................... . .... ........ . . ......... ... .. _ � Ltru �
,Applicant Information
':(architect,contractor,owner/owner's rep)
Contact Name: �����J�C�
';Address:
;Cifij State: Zip:
Contact Name: ;� (use additional sheet if necessary)
�7( --- � ��-�' :: .,
.., :
Contact Phone: � Building Permits:
��������7ti�� �.5�` `Revised ADDITIONAL Va[uations (Labor&Materials)
:Contact E-MaiL � ��:(DO NOT include original vatuation}
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-
j; proved, International Building and Residential Codes and other ;Mechanical: $
' ordinances of the Town applicable thereto.
X Total: $�
;Owner/Owner's Representative Signature (Required) i
...........................................................................................................................................................' Date Received:
� � � � V �
For Office IIse Onle: D y
Fee Paid: ��� 1 1 Z���
Received From:
Cash Check#
CC: Visa/MC Last 4 CC# exp.date: TOWN O� VAIL
Authorization#
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� SITE PLAN Cor��►��Gc�{,,, pfa2wrvG, �nc�Y ��'
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� � Department of Community Development
✓�� :I 75 South Frontage Road
TQWN OF VAIt � ! � va�i, co s�ss7
�� � Tel: 970-479-2139
� � www.vailgov.com
BUILDING PERMITAPPLICATION
(Separate applications are required for alarm &sprinkler)
--_ ____.._ ,_.__... _....__ .___.__._ ._,_.___.__ �-�_ � ` ` G
Pr ect Street Address: , � Project#: "t�U�--� ( "l 'G `�
%e�f`�`� �
DRB#: �-��"'�-�� � G�J� � ��-- -
(Number) (Street (Suite#
�. ��p.�i ,� Building Permit#: � +�`� ��' p� �� '�i';
Building/Complex Name: u►� '� �� °
i Contractor Information Lot#: Block# Subdivision:
�
Business Name: ��'���`�L�LI�. 1.�� Ui�� � �_._...._._._.---------____._-------------- ,_.�____._._._._____�
� � • Work Class: New( ) Addition( ) Alteration (�
Business Address: ����_�
City State:�Zip:
��� TYpe of Building:
,,� ). Single-Family( ) Duplex( ) Multi-Family�)
Contact Name: � �'1 � �];t.. ��ti �, �
—r f' Commercial ( ) Other( )
Contact Phone: � �r�i' �1�1� � � 1 Z`"� _
. ( � � Work Type: Interior O Exterior�) Both O
Contact E-Mail: �`� i?1�P_:��L���Ir'�l.CfS E'� l'I/��� �(�(31'�
Valuation of
I hereby acknowledge that I have read this application,filled out Work Included Plans Included Work
in full the information required,completed an accurate plot plan,
and state that all the information as required is correct. I agree to 'Electrical OYes ONo OYes ONo
comply with the information and plot plan, to comply with all Town '
ordinances and state laws, and to build this structure according to Mechanical OYes ONo OYes ONo
the town's zoning an -subdivision codes, design review ap-
proved, Inter ati al Building and Residential Codes and other Plumbing OYes ONo OYes ONo
ordinances To n app icable thereto.
Building ( )Yes ( )No ( )Yes ( )No �✓L �
, __ __ _. _....�...�
-----—� _ _ _��_� _�.-���
X Value of all work being performed: $ G-v. �'�'
� (value based on IBC Section 109.3&IRC Section 108.3�
Owner/Owner's Represen ative Signature(Required)
Electrical Square Footage
Applicant Information �,,
J , Detailed Scope and Location of Work:�'Vl n'�Y����i'_��'1�%
Applicant Name: ���-'� 1�.�,�'L �- P
G
Applicant Phone: 0 ,L y l�� ��r
Applicant E-MaiL ' � �� '� 1 ._ � '� �
Project Informatio /'' � �� �� �!� �, � ��j"��
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(For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or wsit g v� �� � �y� —� �{ �� `T Ql�o � ��1� �
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2014-0901
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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 #: B15-0116
Project #: PRJ14-0441
Job Address: 3921 BIGHORN RD VAIL Applied.....: 04/23/2015
Location......: Pitkin Creek Park-Buildings 8,12,13 Issued. . . : 10127/2015
Parcel No....: 210111105073
OWNER TOBIAS, SCOTT A. &JANE S. 04/23/2015
740 KRAMERIA ST
DENVER, CO
80221
APPLICANT SAWATCH LAND CO INC 04/23/2015 Phone: 970-376-4124
STEPHEN T. CROKE
PO BOX 5355
� VAIL
CO 81658
License: C000003572
CONTRACTOR SAWATCH LAND CO INC 04/23/2015 Phone: 970-376-4124
STEPHEN T. CROKE
PO BOX 5355
� VAIL
CO 81658
License: C000003572
Description:
Replace existing stairs 8 railings. Units 8-I, 12-L, 12-N,
12-0, 13-D, 14-G,14-I, 13-E, 9-I, 9-J, 6-G
Occupancy: R-2 Type Construction: VA Valuation: $20,000.00
wwfeftefflk��##f#xtr44fi}4�dRR1rlw*lkirf�RRf�teYfrl'*1ft/twf�4f�1�lR+lwfxfefxee�Rwf�IwtK}f�w�• FEE SUMMARY ewfie*�VffYrkk�k�tk#i�Rw1w/ftR#1r�f#fftwekRltRxxkwfettr/x}f#3t*��wifx>�wxi+t�iet�t4�#R*
Building Permit-----------> $643.75 Bldg Plan Check----------> $418.44 Use Tax Fee-----------------------> $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--------------------> $900.00
Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $5.00
� TOTAL PERMIT FEES--------------> $2,387.19
Payments-------------------------------> $2,387.19
BALANCE DUE------------------------> $0.00
..............................................................,...,........>..,......,........,..........,...........,...,..>,.,,......>.....__.,.,..,..............................,.,,
DECLARATIONS
I agree to comply 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 and subdivision codes, design review approved, International Building and Residential Codes and
other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION 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.
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CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
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Permit#: 615-0116 Address: 3921 BIGHORN RD VAIL
Owner: TOBIAS, SCOTT A. &JANE S. Location:
Pitkin Creek Park-Buildings 8,12,13
.....................................................................................................................................................................................
combination permit_012811
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REQUIRED INSPECTIONS AND STATUSES
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Permit#: 615-0116 Address: 3921 BIGHORN RD VAIL
Owner: TOBIAS, SCOTT A. &JANE S. Location:
Pitkin Creek Park-Buildings 8,12,13
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Item: 00542 PLAN-FINAL
Item: 00090 BLDG-Final
10/01/2015 By: sgremmer Action: PI Comments:
12-0, 13-D, 8-I, 12-N
Item: 00025 PW-Rough grade
Item: 00070 BLDG-Misc.
combination permit_012811
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,�„� Department of Community Development
75 South Frontage Road
TOWN OF UAlL�# va�i, co s�ss�
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
t� Attention: �Revisions
�j L�---�� � � � ^�r�. j� �� �Response to Correction Letter
�-J ���� �—� �. �attached copy of correction letter
���--5-/ �j, �� (� r Q Deferred Submittal
( 'T "C ( �Other
Project Street Address: A��.����� U�� �
� 2 � _����I�CV� f�c�ca.
(Number) (Street) ( uite � �m��
Building/Complex Name: � Description of Transmittal/Li t of Ch ges, Items Attached:
Applicant Information � ` �
(architect,contractor,owner/owner's rep) � �
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Contact Name: � � r ,�
Address: �
City � � State:�Zip:
Contact Name: � � � �`
(use a ditional shee if necessary)
Contact Phone: ` � � Building Permits:
�/,� Revised ADDITIONAL Valuations(Labor 8�Materials)
Contact E-Mail: QC � �`-�'CfpO NOT include original valuation)
I hereby acknowledge that I have read this application,filled out Building: $ ������✓C/• vCJ
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 informatio ��p lan, to comply with all Town
ordinances an st s, an to build this structure according Electrical: $
to the town's ing n sub � ision c es, design review ap-
proved, Inter ion I ildin and Re i ential Codes and other Mechanical: $
ordinances o the n ap ic I reto. ,\ �y��/ /�j\
X Total: $� 3V���v�� -v v
Owner/O e epresent ive Signature(Required)
Date Received:
For Office Use Only: D � � � I i � �
Fee Paid: ' �
Received From: � �+�� � � �u'�J �, `
Cash Check# '�'j�
CC: Visa/MC Last 4 CC# exp.date: ""
Authorization# �'Q�� �� ����_ �