HomeMy WebLinkAboutB15-0156 REV1 transmittal 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 #: B15-0156
Project #: PRJ15-0161
Job Address: 1630 SUNBURST DR VAIL Applied.....: 05/07/2015
Location......: Vail Golfcourse Townhomes Unit 17 Issued. . . : 08/10/2015
Parcel No....: 210109104017
OWNER GEIGER, WALDO F. & DIANE Q. 05/07/2015
4001 OAK FOREST DR
DES MOINES, IA
50312
CONTRACTOR DGN INC. 05/07/2015 Phone: 970-904-0062
L JASON NOBREGA
PO BOX 6158
VAI L
CO 81658
License: C000003929
APPLICANT JAY NOBREGA 05/07/2015 Phone: 970-904-0062
PO BOX 1292
VAI L
CO 81658
Description:
bathroom remodel, new light fixtures 8�switches.Window
well.
Occupancy: R-2 Type Construction: VA Valuation: $15,500.00
.............................................................................+... FEE SUMMARY ....................,..............,................__..,..._._..__..,..........
Building Permit-----------> $335.25 Bldg Plan Check----------> $217.91 Use Tax Fee-----------------------> $110.00
Electrical Permit---------> $57.50 Elec Plan Check-----------> $37.38 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $100.00
Plumbing Permit--------> $90.00 Plmb Plan Check---------> $22.50 Recreation Fee--------------------> $0.00
Investigation-----------------------> $412.75
Will Call------------------------------> $15.00
TOTAL PERMIT FEES--------------> $1,875.79
Payments-------------------------------> $1,875.79
BALANCE DUE------------------------> $0.00
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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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CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: 615-0156 Address: 1630 SUNBURST DR VAIL
Owner: GEIGER, WALDO F. & DIANE Q. Location: Vail
Golfcourse Townhomes Unit 17
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REQUIRED INSPECTIONS AND STATUSES
Permit#: B15-0156 Address: 1630 SUNBURST DR VAIL
Owner: GEIGER, WALDO F. & DIANE Q. Location: Vail
Golfcourse Townhomes Unit 17
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Item: 00120 ELEC-Rough
06/25/2015 By: CC Action: PI Comments:
Bathrooms OK
Bedrooms not mentioned on scope of permit?
Did not see smoke detectors in or outside of bedrooms
or C/O detector outside of bedrooms
Item: 00210 PLMB-Underground
Item: 00220 PLMB-Rough/D.W.V.
06/18/2015 By: CC Action: PI Comments:
Upper baths only
Item: 00230 PLMB-Rough/Water
06/18/2015 By: CC Action: PI Comments:
upper baths only
Item: 00050 BLDG-Insulation
Item: 00060 BLDG-Sheetrock Nail
Item: 00070 BLDG-Misc.
Item: 00190 ELEC-Final
Item: 00290 PLMB-Final
Item: 00090 BLDG-Final
Item: 00542 PLAN-FINAL
combination permit_012811
DESIGN CRITERIA: NEW EGRESS WINDOW AND WELL JOB #• 1507-06
Roof Live Load (Snow) -------------------------------- 80 psf
Roof Dead Load ------------------------------------ 15 psf
Floor Live Load ------------------------------------- 40 psf
Floor Dead Load ------------------------------------ 15 psf
Deck Live Load ------------------------------------- 100 psf
Deck Dead Load ------------------------------------ 15 psf
Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B)
Seismic:
Occupancy Catagory ------------------------------- II
Seismic Design Category ---------------------------- C
Site Class ------------------------------------- D
SS ------------------------------------------ 0.256
S1 ------------------------------------------ 0.073
IBC/IRC Edition ------------------------------------ 2012
This addition/remodel is in conformance with the structural provisions of IBC Chapter 34.
SPECIAL INSPECTIONS:
a. Special Inspections shall be provided according to Section 1704.1.
b. Periodic inspection of steel construction elements shall include material verification in
accordance with these drawings, manufacturer's certificate of compliance, snug—tight bolted
joints, and anchors installed in hardened concrete.
c. The structural engineer does not provide special inspections. Periodic observations of
construction by the structural engineer are not to be considered special inspections.
FOUNDATION DESIGN:
a. Foundation and retaining walls have been designed using a an assumed lateral pressure of 55
pcf.
b. Provide continuous foundation drains around the base of retaining walls. Contact geotechnical
engineer for details.
c. Provide egress per IBC/IRC requirements.
d. Because geotechnical information was not available at the time of preparation of the
construction documents, we have used assumed values based on similar sites in the area.
Construction of the foundation may not proceed without verifying these values. Report any
discrepancies from original design assumptions to structural engineer for re—evaluation of
foundation design.
e. Backfill around and above structural buttresses and retaining walls shall be compaction—tested
per the recommendations of the geotechnical engineer.
f. Do not backfill against retaining walls until supporting elements are in place and securely
anchored, or adequate shoring is installed. Concurrent backfilling of each side of a
free—standing retaining wal� to final grades as indicated on plan or section is required unless
temporary shoring is installed.
g. Verify type of fill with soils engineer and structural engineer prior to backfilling.
STRUCTURAL WOOD FRAMING:
a. All window well timbers shall be Wolmanized #2 Hem—Fir or better.
STRUCTURAL STEEL:
a. Structural steel shall be detailed, fabricated and erected in accordance with the most current
editions of AISC Specifications and Code of Standard Practice.
b. Structural steel angles shall be ASTM A36.
c. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent.
d. Where corrosive soi� conditions exist, steel angles shall be galvanized and shall be attached to
the foundation with galvanized or stainless steel expansion anchors.
GENERAL REQUIREMENTS:
4.
b.
c.
d.
Structural erection and bracing: The structural drawings illustrate the completed structure
with all elements in their final positions, properly supported and braced. The contractor, in
the proper sequence, shall provide shoring and bracing as may be required during construction
to achieve the final completed structure. Contact structural engineer for consultation (not in
contract) as required.
Dimensions: Check all dimensions against architecturai drawings prior to construction. Do
not scale drawings.
Construction practices: General contractor is responsible for means, methods, techniques, ,
sequences and procedures for construction of this project. Notify structural engineer of
omissions or conflicts between the working drawings and existing conditions. Coordinate
requirements for mechanical/electrical/plumbing penetrations through structural elements with
structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods
used for construction shall be in accordance with the latest editions of the IBC/IRC.
Details not specifically shown on the drawings shall be constructed in a manner similar to the
details that are shown for like conditions. These items shall be brought to the attention of
the structural engineer as soon as possible for approval. Approval shall be obtained prior to
installation.
e. All waterproofing and flashing is the responsibility of the architect and contractor.
f. It is the responsibility of the contractor to contact the structural engineer at the appropriate
time to perform site observation visits. Observation visits to the jobsite by the engineer are
for determination of general conformance with the construction documents and shall not be
construed as inspection.
g. Though every effort is made to provide a complete and clear set of construction documents,
discrepancies or omissions may occur. Release of these drawings anticipates cooperation and
continued communication between the contractor, architect and engineer to provide the best
possible structure. TheN drewinq� hoM� been plrpar�sd /or !h� uM of a qudiMd Contr�aCtor
sxp«ienosd in the oon�huction t�chntque� and sy�t�n� d�pkt�d.
h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations,
framing, foundation and anything else that may affect the work shown on the drawings.
Underpinning, shoring and bracing of existing structures shall be the responsibility of the
contractor.
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designed by RSS
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checked by TDH
issued
PERMIT 07/10/15
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JOB 1507-06
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"���`�:� _ Department of Community Development
75 South Frontage Road
TQ�� t��`�T���,� � va�i, CO 81657
Tel: 970.479.2128
www.vailgov.com
Development Review Coordinator
TRANSM ITTAL FORM
Use this form when submitting additionai information for planning app(ications or buiiding permits.
This form is also used for requesting a revision to buifding permits. A two hour minimum building review
fee of$110 wili be charged upon reissuance of the permit. ,
ApplicationlPermit#(s)information applies
to: Attention: Revisions
� , a .-. , =�''� "� �Response to Correction Letter
�� � ���:.y� ��� ��, �attached copy of correction ietter
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�j Qeferred Submittal
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Project Street Address: .,
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(Number) (Street) (Suite#)
€ BuildinglComplex Name: �� Descripti4n of TransmittaU List of Changes, Items Attach�d:
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Applicant Information � � §
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;(archifect,contractor,ownerlowner's rep) ' � +,�� � � :
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;Contact Name:
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Contact Name: � � � ° �" � ;(use additional sheet if necessary)
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Contact Phone: �'" � ` � '� Building Permits: ;
Contact E-MaiL C�P. '��� ''•;r ' ' . � ,d� < , Revised ADDITIONAL Vatuations (Labor&Materials)
� � ° (DO NOT include original valuation)
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I hereby acknowledge that 1 have read this application,filled out Building: $
` in fuA 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: $
r to the town's zoning and ubdivision codes, design review ap-
'; proved, International B ding and Residential Codes and other ;:Mechanical: $
ordinances of the Tti n.applicable thereto.
` T .,»_.__. Tota1: $�
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Owner/Owne ' '` epresentative Signature{Required) _......................................................._........;
t.................................................................... ........................................................................................................................
Date Received:
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For Office IIse Onlc: �UL 1 4 2��5
Fee Paid:
Received From:
�s,, Check# TpWN OF VAIL
CC; Visa/MC Last 4 CC# exp.date:
Authorization#