HomeMy WebLinkAboutB07-0287,.r
• .
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 8
Job Address:
Location.....:
Parcel No...:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT SFR BUILD PERMIT
2566 CORTINA LN VAIL
2566 CORTINA LANE
210314201005
OWNER JOHNSON, GREGG B. & BEVERLY 08/30/2007
2566 CORTINA LN
VAIL
CO 81657
APPLICANT AASLAND, GALEN
PO BOX 383
VAIL
CO 81658
License: C000001670
CONTRACTOR JOHNSON, GREGG
2566 CORTINA LANE
VAIL
COLORADO 81657
License: 426-L
Description:
DECK REPAIR
Occupancy:
Type Construction:
Permit #: B07-0287
Project # PRJ07-0428
Status . . . .
Applied . . :
Issued . .. :
Expires . ..:
08/30/2007 Phone: 970-
ISSUED
08/30/2007
09/OS/2007
03/03/2008
1� �
�� �"`� �"�-�� ` s �
OS/30/2007 Phone: (970) 476-4333
Valuation: $5,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0
s*s�ss*as*****�ss*as***ts*ass�*****t�ss�*�t*t*ssas*****ss��s**a*ss�+ FEE S UMMARY #*###f*#**#►####R#*rt�F##*##4�1#R##t#*t#+1�####►##t#####►#tf#tf#
Building---> $111.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $187.56
Plan Check---> $7231 Recreation Fee---------> $0.00 Additional Fees---------> $0.00
Investigation--> $0.00 TOTAL FEES-------> $187.56 Total Permit Fee--------> 5187.56
Will Call-----> $4.00 Payments----------------> $186.56
BALANCE DUE-------> $1.00
#*tft###M+k#####t*M#i###t###i#####4###f*tft#####Tt#*##########�###*##t�i#i#�**�F4#t#i##t►##►##t*4t#4f###}##i####�k#########t#t#####*######f###i#}##s
Approvals:
Item: 05100 BUILDING DEPARTMENT
08/30/2007 jplano Action: AP See red lines on
plans
Item: 05400 PLANNING DEPARTMENT
08/30/2007 WC Action: AP
###s######t*####t##Rts*##R#�*############t###f#t#�######�R#Y**#tftR##i*#tt##*+kM#*##�######*i###t#####i#####R####►########*Rf##4##M#�#!#f##/4iflf4f
See the Conditions section of this Document for any that may apply.
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 conect. 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 towns 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 ADVA'�/ICE BY TEI�PHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM •
4 PM. I n (l
SIGNATU OF O R CONTRACTOR FOR HIMSELF AND OWNER
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit #: B07-0287 as of 09-OS-2007 Status: ISSUED
********************************************************************************************************
Permit Type:
Applicant:
Job Address:
Location:
Parcel No:
Description:
DECK REPAIR
ADD/ALT SFR BUILD PERMIT
AASLAND, GALEN
970-
2566 CORTINA LN VAIL
2566 CORTINA LANE
210314201005
Applied: 08/30/2007
Issued: 09/OS/2007
To Expire: 03/03/2008
************************************************** Conditions********************************************
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION
R313 OF THE 2003 IRC.
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APPLICATiON WILL NOT BE ACCEPTED IF INCOMPLETE OR UN ��. O�Z
Project #•
g�ing Perrriit #:
t � �? � � � �
7� Fro� ge Rd.
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Job Name: �p �� y p � �,�G�
Legai Description Lot: � Block: p
Office at 970-328-sr�ao or
- Job Add� sC- /� �'0 /eT/
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F���ng; vDS� � Subdivision:
�
Detailed descriptwn of work: /
� � , % -�� ✓ �
Work Class: New ( ) Addition ( ) Remodel ( ) Repair Demo ( ) Other ( )
Work Type: Interior O Exterior ( Both O Dces an EHU exist at this location: Yes O No ('kj
Type of Bldg : Single-famil� Two-famiy ( ) Muld-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
— -- - . . ... . .,------_ , •
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****+****************************++****+****************************************************
TOWN OF VAIL, COLORADOCopy Reprinted on 02-01-2013 at 12:43:41 02/Ol/2013
Statement
***************************************+******************************************+*********
Statement Number: R070001730 Amount: $186.56 08/30/200702:39 PM
Payment Method: Check Init: JS
Notation: 2088/GREGG
JOHNSON
-----------------------------------------------------------------------------
Permit No: B07-0287 Type: ADD/ALT SFR BUILD PERMIT
Parcel No: 2103-142-0100-5
Site Address: 2566 CORTINA LN VAIL
Location: 2566 CORTINA LANE
Total Fees: $186.56
This Payment: $186.56 Total ALL Pmts: $186.56
Balance: $0.00
***************************************************************+******************+********�
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
WC 00100003112800
Description Current Pmts
------------------------------ ------------
BUILDING PERMIT FEES 111.25
PLAN CHECK FEES 72.31
WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
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Date:
August 30, 2007
:;
��
Monroe & Newell
Engineers, Inc.
Structural Engineers
Vail • Denver • Frisco
STRUCTURAL PLANS
AND GENERAL NOTES
FOR
DECK FRAMING
AT
2566 CORTINA LANE
VAIL, COLORADO
M&N #7442
Prepared By:
Monroe & Newell Engineers, Inc.
PO Box 1597
Avon, C�
A 2007 Platiwm Corporate Sponsor of
���Colorado
A ComPoneM of Tha American Institute of Architects
• Monroe & Newell J°B ����� ��
Engineers, I17C. SHEET NO. OF
;• CALCULATED BY � ` � DATE � �� �
CHECKED BY DATE
SCALE
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� PROJECT: 2566 CORTINA LANE DECK FRAMING
M&N #7442
� DATE: AUGUST 21, 2007
LIVE LOADS USED IN DESIGN:
A.
B.
C
EXTERIOR DECK
WIND
3 SECOND GUST
FASTEST MILE
EXPOSURE
GENERALNOTES
LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE.
100 PSF
100 MPH
90 MPH
B
D. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2003 EDITION.
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.
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.
b.
c.
G
3. FOUNDATIONS
PERIODIC INSPECTION OF REINFORCING STEEL.
PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX.
CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED
TO FABRICATE SPECIMENS FOR STRENGTH TESTS, FERFORM SLUMP AND
AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE
CONCRETE.
CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES.
PERIODIC INSPECTION FOR. MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.
A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 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 AND ALL BOTTOMS OF FOOTINGS
SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE.
C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR
PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL
SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM
D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE
ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL
REPORT FOR DESCRIPTION OF BEARING SOIL).
D. CENTER ALL FOOTINGS UNDER COLUMNS UNLESS NOTED OTHERWISE ON PLANS.
E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED
FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE.
F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE.
G. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS.
4. 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.
FOOTINGS AND PIERS 3000 psi STD --- ---
B. FOOTINGS AND PIERS 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.
5. 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. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE:
1. CONCRETE POURED AGAINST EARTH 3'�
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2"
3. COLUMNS (TIE BARS) 1-1/2"
C
REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION.
D. NO SPLICES OF REINFORCEMENT SHALL BE MADE.
2
s
6. NON-SHRINK GROUT
A. NON-SHRINK GROUT SHALL BE PROVIDED:
1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS.
2. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE.
7. WOOD
A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL
BUILDING CODE AS FOLLOWS:
2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI
2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI
5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR
TO ALLOWABLE STRESS INCREASES.
B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND
NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER).
C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE.
D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE
TABLE 2304-9.1 UNLESS NOTED OTHERWISE.
8. NON-STRUCTURAL ELEMENTS
A. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
UNRESTRAINED UNLESS NOTED OTHERWISE.
9. GENERAL
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH.
C. WATERPROOFING, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND
AS INDICATED IN THE SPECIFICATIONS.
D. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND
ARCHITECTURAL DRAWINGS.
E. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS
ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER.
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04-16-2008 Inspection Request Re orting Page 20
4�21 pm VaiI�CO Citv
�
"�-rl� Requested Inspect Date: Thursday, April 17, 2008
t� �' � Inspection Area: JP
�' Site Address: 2566 CORTINA LN VAIL
2566 CORTINA LANE
A/P/D Information
Activity: 607-0287 Type: A-BUILD
Const Type: Occu anc�Y:
Owner: JOHNSON, GREGG B. &�EVERLY J. -JT
Contractor: JOHNSON, GREGG
Description: DECK REPAIR �--�
Item:
C
Inspection HistorY
Item: 501 PW-Tei
Item: 10 BLDG-Fc
Item: 20 BLDG-Fc
Item: 21 PLAN-IL
Item: 30 BLDG-Fi
Item: 22 PLAN-IL
Item: 70 BLDG-M
Item: 533 PLAN-1
Item: 535 DIA - 31
Item: 536 DIA - S
Item: 534 PLAN -
Item: 90 BLDG-Fi
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Sub Type: ASFR
Use:
Phone: (970) 476-4333
Status: ISSUED
Insp Area: JP
Requested Time: 08:00 AM
Phone: (970) 476-4333
Entered By: DGOLDEN K
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Run Id: 7878