HomeMy WebLinkAboutB11-0355NOTE: THIS 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 #: B11-0355
Job Address: 1289 ELKHORN DR VAIL
Location......: TOWN OF VAIL FLEET MAINTENANCE FACILITY
Parcel No....: 210109200001
OWNER TOWN OF VAIL
75 S FRONTAGE RD
VAIL
CO 81657
APPLICANT TOWN OF VAIL
75 S FRONTAGE RD
VAIL
CO 81657
CONTRACTOR TOWN OF VAIL
75 S FRONTAGE RD
VAIL
CO 81657
License: 463-B
09/22/2011
09/22/2011
09/22/2011 Phone:970-479-2100
Description:
REMOVE TWO ROTARY LIFTS IN THE FLETT MAINTENANCE FACILITY
OF THE TOWN OF VAIL AND INSTALL TWO NEW ROTARY VEHICLE
LIFTS IN THE SAME LOCATIONS.
Occupancy: H Type Construction: IB
Project #:
Applied.....:
Issued. . . :
PRJ11-0553
09/22/2011
10/21 /2011
Valuation: $47,186.00
.....................................,................,.....�.x<..........�....... FEE SUMMARY ..,....,...�....,....,.....,.,.,...�..>....,...x...,,.......,,,...,....,.,...,......
Building Permit -----------> $623.55 Bldg Plan Check ----------> $405.31 Use Tax Fee-----------------------> $743.72
Electrical Permit ---------> $201.25 Elec Plan Check -----------> $130.81 Restuarant Plan Review--------> $0.00
Mechanical Permit ------> $20.00 Mech Plan Check ---------> $5.00 Additional Fees--------------------> $2,059.64)
Plumbing Permit --------> $0.00 Plmb Plan Check ---------> $0.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $10.00
TOTAL PERMIT FEES-------------> $80.00
Payments------------------------------> $80.00
BALANCE DUE-----------------------> $0.00
.............................«........,,.......,...,..............,......,..............,...,..................,,........«.....�...........,..«..,..................,.....�,..........x..
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 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 INS�T N SHALL BE MADE ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:00 PM. ,
;����� '�. � � ��
Signature of wner or Contractor Date
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Print Name
combination permit_012811
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CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit #: 611-0355
Owner: TOWN OF VAIL
VAIL FLEET MAINTENANCE FACILITY
Address: 1289 ELKHORN DR VAIL
Location: TOWN OF
...............................................................�.......,,..»,.,.,.,,,......,.,.�.........�.........�.......x...............,.....,...�,,.,...............,,,.......,.,
combination permit_012811
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REQUIRED INSPECTIONS AND STATUSES
Permit #: 611-0355
Owner: TOWN OF VAIL
VAIL FLEET MAINTENANCE FACILITY
Address: 1289 ELKHORN DR VAIL
Location: TOWN OF
.*«****«.,****««««*„*********„***,***�**.*.*«*****««***««***�*****,�**********************************«*****,.******«*„««�*****«****«*«***„«************
Item: 00020 BLDG-Foundation/Steel
Item: 00120 ELEC-Rough
Item: 00190 ELEC-Final
Item: 00090 BLDG-Final
combination permit_012811
TOWN OF VAIL
JOURNAL ENTRY FORM
FOR MONTH END: Nov 2011 GROUP # JE #
PERIOD: 11
TYPE: TF X
BATCH CONTROL TOTAL 80.00 80.00
-------------- --------------
-------------- --------------
Approved
Date:_11/10/11 Preparer: Kathleen by:
Date:
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**+****+*************+**************************�*�*****************************++**********
TOWN OF VAIL, COLORADO Statement
+****++*+*********�*******************�******++***************+****************�************
Statement Number: R110001524 Amount: $80.00 10/21/201108:44 AM
Payment Method: Cash Init: LC
Notation: BUDGET
ADJUSTMENT FROM PW
-----------------------------------------------------------------------------
Permit No: B11-0355 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-092-0000-1
Site Address: 1289 ELKHORN DR VAIL
LoCation: TOWN OF VAIL FLEET MAINTENANCE FACILITY
Total Fees: $80.00
This Payment: $80.00 Total ALL Pmts: $80.00
Balance: $0.00
******************++****************+**+****************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
00100003111100, GFPO ELEC PERMIT FEES-GFP012 80.00
Job Neme: TOV Maintenance Lifts
,
i Job Address: 1289 Elkhorn Dr
���� ��'� , Permit No.: 1� ��—�3 '�J�'j
SPECfAL INSPECTION ANO TESTtNG AGREEM�NT
(To appiicants of projects requirir�g 5peciai Inspection �r Testing per Secii�n 17a1 of the 18C�
The aw�er or his/her representative, an the advice of the design professional in responsible charge, shall
complete, seal, sign and submik a eopy of the Special Inspection Agreement and Structural Tests
Scheduled to the Town of Vai! for review and approval. Signatures are required on both pages;
phatocopied or faxed signatures ars accepiabls.
The owner and his/her general cQntractor, where applicable, shall also acknowledge the following
conditions applicable to Special Inspection Testing:
1. Contractor is responsible for propsr notification to the Inspection or Testing agency for items
listed.(Page 1) (IBC 1704)
2. Only khe testing laboratory should take samples and transport th�em to their labaratory.
3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing
agency on a weekly basis.
4. Inspection agency to submit names and qualifications of on-site special inspectors to the Town af Vail
for review and approval.( Page 2)
5. The special inspector is responsible to immediately notify the Town of Vaii Building Official in writing of
any concerns and/or problems encountered.
6. It is the responsibifity of the con#ractor to review the Town of Vail approved plans for add+tional
inspection or testing requirements that may be noted. A pre-construction conference at the job site is
recommended to review specia! inspection procedures.
7. The spec+al inspectar shall use �nly the Town of Vail approved drawings.
8. All specia! inspection field reports must be left on site for review by the Town of Vail staff prior to
required inspections a� re-inspectians.
BEFORE OGCUPANCY WIL.L 8E GRANTED: The special inspection agency shatl submit a signed and
sealed statement that all items requiring tssting and inspection were fulfilled and reported. Those items not
tested and/or inspected shall be nofed in this siatement. A copy of the statemeni shaU be maintained at the
job site for the Building Inspector's review prior to finat inspection.
Owner:
Sig
Speciallnspe n
Age�cy:
PfOj@Ct ------�
ArchJEng:
'� Contractor.
� S+goature
��� s���- .��.!�.:�/
Print Name Oate
GROUND Engineering Consultants, Inc
_ Evan Kuhn 10/11/2011
Pnnt Name Daie
� Print_�� J�
�. yNN f f//.�e � /� � �8' //
Print Name Date
-3-
, i`
TOWN OF VAIL '
SPECIAL INSPECTION AND TESTING SCHEDULE
(IBC 1704)
Project Name: Tov Ma � tenance Lifts Permit #
Owner's Name: —1��-��--��� ��
T2Sifi1� �f1SpQB�ftA'i Si9 at�ie Pnnt Name Data
GROUND Engineering Consultants, Inc
Agency: ,�-�'"`�� _, Evan Kuhn 10 / 11 / 2 O 11
Testing Inspection Signature Pnnt Name oa�e
Hereby certifiss that the iestingllnspectian Agency named abpve has baen engaged to perform structural tests anq
inspections during construction as checked belaw, to satisfy all appiicabte portions of tha Building Code.
Pnor to finai inspection, the Inspection Agency sha{I submit a statemeN thal a�l ifsms of designated work performed
were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated
iten�s on the list are ready far sampiing, testing, oe inspection, it shall be the responslbility of the contracior to give
timely notice ta the inspec#ian agency so that the required services may be performed.
REINFORCING STEEL:
Tensiie & Send, ane set per heat per tons
Inspection o( Piacement
Inspection of Weiding
GROUND Epoxy
MASONRY:
Prelim. Acceptance Tests (Masonry Units, Wall Prisms)
Subsequent Tests (MoAar, Grout, F�eld Wall Pnsms}
Inspection of Placement and Grouting
Reintorcing Tests
Inspaction of Reinforcing Piacement
Tendon Tests
Inspection of Tendon Placsment
inspection af Concrete P�acarr�ent
Inspection of Concrete Batching
Inspectian of Panel Attachment & inserts
Compressan Tests
� Inspection of StressinglT�ansfer
PItING CAISSONS, CAPS, TIES:
inspection of Reinforcing Piac�ment
inspection af Concrete Placement
Inspeciion of Concrete Batching
Specrly ott+er tests. inspec;t+bns or specia� u�struct+ans required.
UNDERPINNING:
TemporarylPermanent
inspection of Steel Fabnration
�nspect+on of Reinforcing & Forms
Inspection of Concrete Placement
Inspection of Tiebacks
SOIL NAILS:
Temporary Shoring
Permanent Wall
STRUCTURAL STEEL:
Sample & Test (tist specific members below)
Shop Ideniification 8 Welding lnspection
Shop Uitrasonic Inspection
Shop Rad�ography
Field Walding Inspaction
_.____ Fisld Bolting Inspection
FieW Uttrason�c Inspect�on
Fie�d Radiography
Metal Deck Weidmg InspecGon
FIREPROOFING:
Inspection 8 Placement
�
�
5011S:
cROUrrn Acceptance TeSis Foot ing subgrade
GxoUND Moistura-Density DeterminationProctor Testing
cROUxD Field Density
Driiied Piers
peep Foundat�on
�
STRUCTURA� WOQO:
inspection of Fabrication
Inspection oi Truss Joint Fabricatlon
5ample 8; Test Components
Inspection of Gtu Lam Fabricatton
SMOKE CONTROI:
SPECIAL CASES:
SPECIAL INSPECTION:
Seismic Resisiante
Wind Requiremants
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Department of Community Development
75 South Frontage Road
Vail, CO 81657
Te1: 970-479-2128
www.vailgov.com
Development Review Coordinator
BUILDING PERMIT APPLICATION
(Separate applications are required for alarm & sprinkler)
Project Street Address:
1289 Elkhom Drive
' (Number) (Street) (Suite #)
Building/Complex Name: Town of Vail Fleet Maint. Facility
Contractor Information
' Business Name: Town of Vail
Business Address: 1289 Elkhorn Drive
' City Vail State: C� Zip: 81657
Contact Name: Todd Scholl
' Contact Phone: 9�0 479 2163
' Contact E-Mail: tscholi@vailgov.com
`x
Owner/Owner's Representative Signature (Required)
Applicant Information
Applicant Name: Todd Scholl
'; Applicant Phone: 970 479 2163
Project #: � `T��— f�J-`�°' S �i
I DRB #:
Building Permit #: � /' ''� ���.,
Lot #: Block # Subdivision: �),{�Gi4 e'TF� j�
Work Class: New ( ) Addition ( ) Alteration (✓r
Type of Building:
Single-Family ( ) Duplex ( ) Multi-Family ( )
Commercial ( ✓ ) Other ( )
' Work Type: Interior (✓) Exterior O Both O
Valuation of
Work Included Plans Included Work
IElectrical ( ✓ )Yes ( )No ( ✓ )Yes ( )No
'Mechanical ( ✓ )Yes ( )No ( ✓ )Yes ( )No
_' Plumbing ( )Yes ( ✓ )No ( )Yes ( )No
';Building ( )Yes ( ✓ )No ( )Yes ( )No
' Applicant E-Mail: tscholl@vailgov.com ' Value of all work being performed: $
', (value based on IBC Section 109.3 & IRC Section 108.3�
Project Information Town of Vail ' Electrical Square Footage
Owner Name:
Parcel #: 210109200001
'(For Parcel #, contact Eagle County Assessors Office at (970-328-8640 or visit
` www.eaglecounty.us/patie)
' Detailed Scope and Location of Work: Remove two Rotary vehicle lifts in the Fleet Maintenance facility of the Town of Vaii
and install two new Rotary vehicle lifts in the same location as the two lifts that were removed.
(use additional sheet if necessary)
`For Office Use Only:
Fee Paid:
Received From:
Cash Check # _
CC: Visa / MC Last 4 CC #
Auth #
exp date:
Date Received:
D� � � u v �
SEP 2 2 2011
TOWN OF VAIL
Ol -Jan-11
PANEL PP4
PROJECT: TOV MAINTENANCE BUILDING LIFTS ENGINEER: SOH
PROJECT #: 11075 VOLTAGE: 277/480V, 3P, 4W
MOUNTING: SURFACE MAINS: 200A MLO
TYPE: SQUARE D- EXISTING AIC: EXISTING
PHASE PHASE
DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION
VEHICLE LIFT 6925 40 3 1 2 3 40 6925 VEHICLE LIFT
6925 3 4 6925
6925 5 6 6925
VEHICLE LIFT 6925 40 3 7 8 1 30 5000 RECAP ELECTRICAL SHOP
6925 9 10 1 30 0 S PARE
6925 11 12 1 20 3300 LIGHTS ELECTRICAL SHOP
LIGHTS TCS 3300 20 1 13 14 1 20 2000 LIGHTS OUTSIDE
LIGHTS FLEET BAYS 3300 20 1 15 16 1 30 0 SPARE
LIGHTS FLEET BAYS 3300 20 1 17 18 0 SPACE
VEHICLE LIFT 2767 20 3 19 20 � SPA�F
VIA 20A3P 480V CIRCUIT 2767 21 22
" 2767 23 24 � ,� � µ , ,
VEHICLE LIFT 2767 20 3 25 26 6�'�-�` � f�� x. ?-
VIA 20A3P 480V CIRCUIT 2767 27 28 _. _,,,_.. _... .. -- �,. -. - `` -�.
2767 29 30 ` �-
�� .�: , "�..,,,. �.--
SPACE 0 31 32 ;+a..:{ ..�._... .�:...*_ �::.�,....�.,--�,_
SPACE 0 33 34 �tl ���� �t � �
SPACE 0 35 36 ��� ��t� ��
SPACE 0 37 38 ,�'-, ��'" a'
`) c?f(a!V�� � r��s��r
SPACE 0 39 40
SPACE 0 41 42
LOAD CALCULATION SUMMARY NOTE: NEW CIRCUITS ARE HIGHLIGHTED IN BOLD.
PROVIDE 20A3P, 480V CIRCUIT TO LIFTS. AT LIFTS PROVIDE LOCAL 30/3, 480V DISCONNECT
FUSED AT 10 AMPS PER MANUFACTURE'S INSTALLATION INSTRUCTIONS.
CALCULATED POWER FACTOR:
1.00
CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS
LIGHTING 15200 19 19000 24
RECEPTACLES 83925 101 46963 57
MECHANICAL 0 0 0 0
KITCHEN 0 0 0 0
TOTAL 99125 120 65963 81
9/ 13/2011
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NOTES:
I. GONTRAGTOR SHALL INSTALL
ONE ROTARY INBAY LIFT, TYPE
SL210I AND ONE ROTARY INBAY
LIFT TYPE SL212i.
�. EXGAVATION SHALL BE
GOMPLETED FOLLOWING
ALL SAFETY
RE6ULATIONS.
3. GONTRAGTOR SHALL
FOLLOW ALL INSTALLATION
INSTRUGTIONS OF LIFT
MANUFAGTLfR�R.
4. SEE STRUGTURAL
REQUIREMENTS ON
SHEET S3.
Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Benclunazk Road, Suite 204
Avon, Colorado 81620
(970)949-7768
FAX (970) 949-4054
EMAII, avon@monrce-newell.com
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MINIMUM 3'-O" X 8'-O" X G'-O" DE[P
GLEAN PEA C3RAVEL FILL
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SLAB OPENING
EXGAVATION PIT FOR
NEW LIFT AND GONTAINMENT
TUBE
��fi�� �� 21 � i �1�1I� 5�.21� i
3/4" = I'-O"
TOWN OF VAIL MAINTENANCE LIFT
VAIL, EAGLE COUNTY, COLORADO
NO. #8603
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TTTLE: PLAN FOR NEW ROTARY IIVBAY LIFT
DATE: 8/23/I 1
SCALE: 3/4"=1'-0" � DRAWN BY: AVN
S1
GENERAL NOTES
1. LIVE LOADS USED IN DESIGN:
A. LIFT CAPACITY TYPE SL210i
B. LIFT CAPACITY TYPE SL212i
C. FLOOR
10,000 POUNDS
12,000 POUNDS
100 PSF
D. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2009 EDITION.
2. TESTING, INSPECTIONS AND OBSERVATIONS:
� A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION.
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE
CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED
INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL
INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL
BUILDING CODE.
B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS
SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL.
1. SOIL PREPARATION
a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-
PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE
APPROVED REPORT.
2. CONCRETE CONSTRUCTION
a. PERIODIC INSPECTION OF REINFORCING STEEL.
b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX.
c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO
FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR
CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION
TECHNIQUES.
e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE
AND TECHNIQUES.
3. FOUNDATIONS
A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 1000 PSF. THE
CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE
FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL
SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED.
B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING
ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER.
C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR
PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER.
- D. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED
FILL UNDER FOUNDATION AND INTERIOR SLABS-ON-GRADE.
, E. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE.
F. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS.
4. SLAB ON GRADE
A. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED
TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION
DETAILS FOR PIPING AND OTHER ITEMS MAY BE REQUIRED.
Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Benclunazk Road, Suite 204
Avon, Colorado 81620
(970)949-7768
FAX (970) 949-4054
EMAII, avon@monrce-newell.com
TOWN OF VAIL MAINTENANCE LIFT
VAII.., EAGLE COUNTY, COLORADO
NO. #8603
5. CONCRETE
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT,
STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS:
CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ.
EQUIPMENT FOOTINGS 4000 psi STD --- ---
INTERIOR SLABS ON GRADE 4000 psi STD 0.50 ---
B. SLABS AND EQUIPMENT FOUNDATIONS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE.
C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE
WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE
STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF
CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER.
6. REINFORCEMENT
A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM
A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE
DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE
LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER.
C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE:
1. CONCRETE POURED AGAINST EARTH 3"
2. CONCRETE POURED IN FORMS (EXPOSED TO EARTH) 2"
3. COLUMNS AND BEAMS (TIE BARS) 1-1/2"
4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4"
D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION.
E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL
BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED
OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS.
F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN
CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT
EACH CORNER.
7. GENERAL
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE t,TTACHED TO THE STRUCTURE, CONTRACTOR SHALL REVIEW MANUFACTURER'S
INSTALLATION REQUIREMENTS.
C. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS INDICATED IN
THE MANUFACTURER'S SPECIFICATIONS.
D. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
E. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS
ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER.
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TOWN OF VAI�
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T1TLE: GENERAL NOTES
DATE: 8/23/] 1
SCALE: 3/4"=1'-0"
DRAWN BY: AVN
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BUDGET ADJUSTMENT FORM
Backup information for transfer of funds from one account to another for budget
purposes.
This form is to be completed in full and accompany any request for transfer of funds from
one account to another in order for the Finance Department to accurately write the budget
adjustment entry and description. •
From what Department: �I� � L�� `C S �� `���
Account to transfer dollars from:
Amount � v V � }
Account to transfer dollars into:
� o C Fv°d i �o,�t �C�-`'�
Reason for Budget Adjustment: ,�J� �Q��Y�"t � � 1�. � i�G �1(I�
� �� � ��1 SS
Authorization signature (MUST be Depariment Head):
Signature � Date
!,../�.
11-14�-2011 Inspection Reques�Re orting ��/� 4�.� Page 11
4:16 m Vail,�O�i O �
Requested Inspect Date: Tuesday, November 15, 2011
Site Address: 1289 ELKHORN DR VAIL
TOWN OF VAIL FLEET MAINTENANCE FACILITY
A/P/D Information
Activity: B11-0355 Type: COMBO Sub Type: ACOM Status: ISSUED
Const Type: Occupancy: Use: H Insp Area:
Owner: TOWN OF VAIL
Contractor: TOWN OF VAIL Phone: 970-479-2100
Description: REMOVE TWO ROTARY LIFTS IN THE FLETT MAINTENANCE FACILITY OF THE TOWN OF VAIL AND
INSTALL TWO NEW ROTARY VEHICLE LIFTS IN THE SAME LOCATIONS.
Requestedlnspection(s)
Item: 120 ELEC-Rough
Requestor: TOWN OF VAIL
Comments: 376-0258
Assigned.To: S R
Action: Time Exp:
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�
�
�
Requested Time: 09:00 AM
Phone: 970-479-2100
Entered By: JMONDRAGON K
Inspection History
Item: 20 BLDG-Foundation/Steel "" Approved "'
11/09/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 120 ELEC-Rough
Item: 190 ELEC-FinaT
Item: 90 BLDG-Final
REPT131 Run Id: 13776
11-14-2011 Ins ection Re uest Reportin ' Pa e 11
4:16 pm p�[ail, C�q- Citv Of g��%� �5�� g
� �
Requested Inspect Date: Tuesday, November 15, 2011
Site Address: 1289 ELKHORN DR VAIL
TOWN OF VAIL FLEET MAINTENANCE FACILITY
A/P/D Information
Activity: B11-0355 Type: COMBO Sub Type: ACOM Status: ISSUED
Const Type: Occupancy: Use: H Insp Area:
Owner: TOWN OF VAIL
Contractor: TOWN OF VAIL Phone: 970-479-2100
Description: REMOVE TWO ROTARY LIFTS IN THE FLETT MAINTENANCE FACILITY OF THE TOWN OF VAIL AND
INSTALL TWO NEW ROTARY VEHICLE LIFTS IN THE SAME LOCATIONS.
Requested Inspection(s)
Item: 120 ELEC-Rough
Requestor: TOWN OF VAIL
Comments: 376-0258
Assigned To: S R
Action: Time Exp:
�`� /
�
�
I
(
u�'
Requested Time: 09:00 AM
Phone: 970-479-2100
Entered By: JMONDRAGON K
Inspection History
Item: 20 BLDG-FoundationlSteel "" Approved ""
11/09/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 120 ELEC-Rough
Item: 190 ELEC-Final
Item: 90 BLDG-Final
REPT131 Run Id: 13776
Inspection Items for B11-0355 15:19 01/02/2013
Item Id Descri tion A r Re Items Action Inheritable
20 BLDG-Foundation/Steel Yes R 1 AP No
120 ELEC-Rou h Yes R 1 AP No
190 ELEC-Final Yes R 1 AP No
on RI f�(�-Final Yes R 1 AP No
Total Rows: 4
Page 1