HomeMy WebLinkAboutB09-0116 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
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TOWN OF VAII, '
Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT Permit #: B09-0116
Project #: PRJ09-0156
I Job Address: 1460 RIDGE LN VAIL Status . . : ISSUED
Location......: UNIT E, RIDGE AT VAIL TOWNHOMES Applied . . : 05/19/2009
Parcel No....: 210312110008 n `' Issued. .. : 05/20/2009
�1���}TJA�L LOTSR'5 ��R��'IE.I'�T VRII Expires . ..: 11/16/2009
OWNER ROBERTE. HEETER T 05/19/�009 � ro�v�NOn'►E.S
245 COUNTY RD 92
MAPLE PLAIN
MN 55359
APPLICANT FIDDLER CREEK COMPANY 05/19/2009 Phone:970-390-7700
PO BOX 355
AVON
CO 81620
License: 933-B
CONTRACTOR FIDDLER CREEK COMPANY 05/19/2009 Phone: 970-390-7700
PO BOX 355
AVON
CO 81620
License: 933-B
Description:
EXTERIOR WALL&SIDING REPAIRS
Occupancy: IRC Valuation: $10,000.00
Type Construction:IRC Total Sq Ft Added: 0
.,.x....,,«..................,,.,.,..........,..,...,...>,,...,,.....,..,.,....... FEE SUMMARY .,.,..«.,,,,...,...,..�,,..�..,...._........,,,.>.,,...,,.......,.......,,...»..��.
Building Permit Fee------> $181.25 Will Cal Fee--------------------> $4.00 Total Calculated Fees-------------> $303.06
Plan Check--------------------> $117.81 Use Tax Fee---------------------> $0.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $303.06
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------------------> $303.06
Total Calculated Fees--------> $303.06 BALANCE DUE------------------------> $0.00
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DECLARATIONS
I hereby acknowledge that I have read this appiication,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 towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS NSPE TION S L BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 A -4:00 PM.
- � 2 G9
�ignature of Owner rQ Contract. Date
�'�',�y T � ,�!/��
Print Name
bld_ait_construction_permit_041908 '
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APPROVALS
Permit#: B09-0116 as of 05-20-2009 Status: ISSUED
.................................................................>..,.....<.................,.....��................,,..�.....,......,...x...........,.....,......«.....«.,........,,
Item: 05100 BUILDING DEPARTMENT
05/19/2009 JRM Action: AP
Item: 05400 PLANNING DEPARTMENT
05/19/2009 Warren Action: AP
..«...�....x....................................................................�,,,....,.,.,,.,..,,......�.................,.xx,.....,�...,.....,,...,........�.......,...,.....,.,..
See the Conditions section of this Document for any that may apply.
. ..,._.
bld_alt_construction_perm it_041908
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CONDITIONS OF APPROVAL
Permit#: B09-0116 as of 05-20-2009 Status: ISSUED
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Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
b I d_a It_co n st ru ct i o n_pe rm it_041908
*************+************+******************�************************�*********************
TOWN OF VAIL, COLORADO Statement
*********�*+****************�**********************�*************�**************************
Statement Number: R090000516 Amount: $303 .06 05/20/200909: 07 AM
Payment Method: Check Init: SAB
Notation: 1629-FIDDLER
CREEK COMPANY
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Permit No: B09-0116 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2103-121-1000-8
Site Address: 1460 RIDGE LN VAIL
Location: UNIT E, RIDGE AT VAIL TOWNHOMES
Total Fees: $303 .06
This Payment: $303 .06 Total ALL Pmts: $303 .06
Balance: $0.00
******************************************�**********�**************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 181.25
PF 00100003112300 PLAN CHECK FEES 117 .81
WC 00100003112800 WILL CALL INSPECTION FEE 4 .00
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�� ` � ` g ����� �� , � : Va�l, �olorado .87fi5��=
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BUILDING PERMIT APPLICATION
Separate permits are required for electrical, plumbing, mechanical, fireplace, etc.
! Pro ect Street ddress:� � � � ��� � Office Use:
j�E �c. l.ane, P(�.1� -(� 1�CG
; Suite# Project#:
�(Number) (Street) l � ) ,� ,, ` _�
�v�� DRB#: � 1��C 1� �Q l!/
E Building/Complex Name �iG�� 1 r,Jnh �r»F'c 5 J
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�° °-°y°°��- - ° Building Permit#:
�Contractor Information:
;Company: �.�f���� �i/��k .�✓n�rl�lc.P ;
� Detailed Description of Work: ��Yri4���. P�C�n(l ,; i �-��
�Company Address: iQ0 !3� ?JS� �
� ' �U•( G�Nid�Gt�� IILST..�C� hGY iULI�C�/�dYY1tL`r •�IO�'>,
�City: �rr✓1 _State:�_Zip: ���a�o s I �
-� i 4'��i i'lv_► c��� n%P ��.1)t� �) /D T. 2Y��I/���CEi l
`Contact Name: ���GiY1 i�� IJPY►►'1 f5 — g ,�n =
' x.��c.l-�p. ��.jl � �'JF 11�U�L IYlPJ 1°r +D �
E Contact Ph:�)/�S� .�yZ�Ce� ��v 7 7d v (use additional sheet if necessary ,
� �_ r n��Y►,.,�'?''.�..�.?'?'_.�,�c�-�.�.�.�...��,�..,�.�..�...�.� 1
`E-Mail �d dlPrc✓P�k�o�} i AL�LtdD• [`c)n'� =Work Class: �
;
�Town of Vail Contractor Registration No.: � � 3 � � New O Addition O Remodel O Repair� Other O i
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n.�...�,�,,,._��,.. ...�.0�.A,��__..,�,.:,�,.;_,�,e„�,�,�_��,._.,�._.,�.��.�
� � � y� �� �Work Type
�X � � Interior( ) Exterior( ) Both �) ;
(
Con ractor Signature(required) 3
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;..�..,..M.�.�.�.��.r.�.�,..,..�..�,��.�.......,,�..�.�,,,.�a,�� ;
�Property Information �Type of Building: �
€Parcel#: .a7�� 7 /� I �� D�g � Single-Family( ) Duplex( ) Multi-Family�
!(For parcel#,contact Eagle County Assessors O�ce at 970-328-8640 or � Commercial O Other O '
;visitwww.eaglecouty.us/patie) _-._.:, �.,..,.,„�,.�,_..�..,�,-,•�.-.
t � r�� , \
;Lot#: �"!� Block# Subdivision:��-�L� � ��• ` Does a Fire Alarm Exist? Yes ( ) No ( )
( R Monitored Alarm? Yes O No O ;
!Tenant Name: N �/� � �
( �Does a Sprinkler System Exist? Yes O No O �
�Owner Name: ��. ►�v���� �PE�e�' ,_,.�..�,. _..�.,. .,,�.�,�. -...�...�..��. �..r�v..�:.�.�m�,,,,.,...,..���,� ..,,.�,.�.�
�#&Type of Existing Fireplaces: Gas Appliances O
..�_°._ �.w...,e.e. �..-~-, ,.°°�.�.,rr-� °°'°'�,,,'°"""".�'.m,"""".�`�.�,°.��'Gas Log( ) Wood/Pellet( ) Wood Burning (� )
I �
�Valuations(Labor&Material)) �
#&Type of Proposed Fireplaces: Gas Appliances ( )
�Buildin $ /� �'�(, � •� �Gas Log( ) Wood/Pe►let( ) Wood Burning ( )
9: o �
; i N � `
! Plumbing: � � ' ' �
r._.____.._�_..�
�Electrical: � � � � � � � �
; � Date Receive �
�Mechanical: � ¢
�Total: $=� 6� � 0 Q i MAY 1 4 2���
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B09-0116 : Entries for Item:90 - BLDG-Final 14:38 11/16/2012
Action Comments By Date Unique_
Ke
AP JRM 02/27/2012 A000149
324
Total Rows: 1
Page 1
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STRUCTURAL SPECIFICATIONS d
- �1) All foundation azound perimeter of structure shall have minimum frost protection � O
of 48"to bottom of footing. •� N�
2) All lumber shall be Doug-Fir#2 S4S or better,all wolmanized lumber shall be x p
Hem-Fir#2 S4S or better(all lumber within 18"of finish grade must be O O
wolmanized). Provide solid blocking at 8'-0"on center in all diaphragms. All � V
columns to be continuous bearing to foundation. �'�-p
3) Glulam materials,manufacture and quality control shall conform to STANDAIZD
�X1�i1NG 2X 12 Jo►ST$ -ro �n�ptin� a>
SPECIFICATIONS FOR STRUCTtJRAL GLUED LAMINATED T1M$ER OF ���� r``•�
SOFTWOOD SPECIES,AITC 117-2004 and TIMBER CONSTRUCTIpN � '� � '
1�tANUAL(5'h edition)as prepared by AITC. Simple span beams shall be y�£+b a�'���`�'�`mc;<'_
Combination Symbol 24F-V4 with no camber. Continuous or cantilevered beains �e�t����`�;�v�
shall be Combination symboi 24F-V8 with no cambec Glulam columns shall be p ��
Combination Symbol 3. Adhesives shall conForm to the requirements for wet 5�"
<s E�
conditionsofservice. � f �
4) Sheath floors with'/;'T and G plywood with minimum span rating of 40/20 or `�w
better and glue with PL400. Nail plywood with l Od @ 6"oc to ali joists,field �� =- �� �r,.,
coordinate screw option. Cover decks with 2x6 Redwood with 2 screws per k !� ,��� -
bearing point. � � r� �
5) Sheath roofs with 5!8"plywood with minimum span rating of 40/20 or better. 2�. � � ���
Nail plywood with 8d @ 6"oc at panel edges and 12"oc at intermediate ��G n k w (p F
members. ,2} � ����'� a
6) Sheath all exterior walls with%i'plywood wi8i minimum span rating of 24/0 or � IY� � W
better. Nail with 8d @ 6"oc to all studs. �
7) Live loads used for design- �XIS71 NG ��- ��(H TO
-Roof-80 psf snow. - - �M�N �
-Floor-50 psf residential. �� 3�6 � O Z Z Q
-Deck-]00 psf. w��
-Wind-90 mph(3 second gust),Exposure B. � Q
-Earthquake-Zone C-IBC. ���'� ��� ��E , �a Z�
8) All construction must comply with the 2003 Intemational Bui(ding Code as ���j �'r ��7�GE, �OT'(�D pD(tj1 pN p� � a=Q QJ
adopted by the Town of Vail Building Department and the"General Conditions of 2X 6 �j�� R�� /�+(n J
the Poi�trac[for Construction"(AIA Document A201). All construction must be ,� � � �w w�
com leted within the tolerances described in the"Residential Construction � f ' (�
Performance Guidelines"as pre pared b y the NATIONAL A S S O CIATI ON OF �O J I D�, ro l,l� $�,q��c 1�.1 C� � �j Q J
HOME BUILDERS. �X I5�1�1N� 2x �2, �O 15TS �p��N �x►57iNG Jo�srs "� �, �W�Q
9) Construct wall as follows- ��p �L!S �-�- Q . � _p
-Exterior-2x6 @ 16"oc. t0 �P�prl 1`� 1 �'" - � (p>
-Interior-2x4 @ 16"oc,unless noted otherwise. N 3S)NG �I M• � � � �,
1 0)A l l b e a m s,j o i s t s,a n d r a l t e rs az e t o b e az u p o n w a l l s o r b e a m s,o r b e h u n g w i t h � �
SIMPSON Strong-Tie hangers or approve equals. o �� - �
11)All structural members are shown in their final positions properly braced and � � 0 W
supported;during conswction it may be necessary to temporarily shore portions �X►SnNV M�soNpX n1 �
of the structure while other portions aze being constructed. Contact the engineer �Np�no N STo � � Q
for consultation as required. ��r/ '�' � �J
12)General Contractor is responsible for all non-specified connections,contact -- - � y
engineer for details as required. The engineer is to approve all structural
substitutions.
13)General Contractor is to coordinate all diapliragm penetrations(i.e.,chimneys, �'
plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with r'
appropriate sub-contractors. General Contractor is rosponsible for Ihe means, � ^ � � �
med�ods,techniques,sequences,procedures,workmanship,seasonal scheduting �� �
D '
and job-site safety associated with this project. The General Contractor is to
verify all dimensions and elevations with the azchitectural drawings. Notify
engineer oFall con(licts and omissions between various elements of the working
drawings and the existing conditions prior to commencing with that portion of the �{}�,Y � t ����
project. General Contractor is to inspect remodel projects and verify prior use arid
proper disposal of existing materials(i.e.,asbestos,etc.)as required by code.
Identity of al!existing hidden structural plans based upon plans by SNOWDON& �01 A'^' O e ` /� -�
HOPKINS ARCHITECTS dated 8 June 1981. V V 1 V i- f/w,��
14)All materials exposed to exterior and or moisture conditions shall be treated for - "�-'
these conditions(i.e.,chemical treatment,staining,painting,damproofing, FO U N D AT I O N P LA N
membranes,flashing,etc.)as required by code. All materials to be treated for fire
resistance as required by code.
I S)All finishes removed to complete repair to be restored to match existing finishes.
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