HomeMy WebLinkAboutB99-0281 E99-0209 M99-0146 P99-0130 �
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Building Safety & Inspection Services Division �
,, -�'"`� Community Development Department �
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_ �`' �� ° ��"ail. Colorado USA ��1657 � � �_�
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� � CERTIFICATE OF OCCUPANCY � _
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� This certificate is issued pursuant to the requirements ofthe Uniform Building Cocle as adopted by the Town of \'�
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/ :; Vail certifying that, at the time of issuance,this structure was found to be substantially in compliance with the - ,
� � Various ordinances ofthe town regulatin�building construction or use for the following: ' `}
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C `.1 � Wame and description of prc?ject: NSFR �
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�1( ��I ddress of project: 1850 LIONSRIDGE LOOP _ _
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C�< ,- �ti ner name and address: _UAUPHTNAIS—MOSLEY CONST. �~�
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� :;.° ' cc�ipancy Group(s): R3/U 1 �rvpe(s)of Constructicm: __V-N _ �� `}ti �
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' . ermit Numbur(sj: B99_0281 ' -_��
� =.�' NOTE: "I'he building official msy, in writing, suspend ��r� s i.l
� z: revoke a certiticate of occupanc�- issued under thc provisions u! ; � \
; I� this c��de whencver the certiticate is issued in error, or on th„� ,,,
:;�,� :I bacis of incorrect information supPli�d, or when it i;. �,:i:%�
determined that the buiJding or siructure or porlion thereof'is in � � `�
� ; 4 /�`� violation of any ordinance or regulation of this codc. i� , �
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' � � 'l�arlie Davis,Chief Building Official Date � `��
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Inspection Items for E99-0209 09:33 03/17/2014
Sec Item Id Descri tion A r Re Items Action Inheritable
110 ELEC-Service No O 0 No
120 ELEC-Rou�___ Yes O 1 AP No
130 ELEC-Conduit No O 0 No
* 140 ELEC-Misc. No O 0 No
* 190 ELEC-Final Yes R 1 APPR No
Total Rows: 5
Page 1
Inspection Items for M99-0146 09:33 03/17/2014
Sec Item Id Description A r Re Items Action Inheritable
200 MECH-Rou h Yes O 1 AP No
* 240 PLMB-Gas Pi in No O 0 No
* 310 MECH-Heatin Yes O 2 AP No
* 320 MECH-Exhaust Hoods No O 0 No
330 MECH-Su ly Air _ No O 0 No
340 MECH-Misc. Yes O 2 APPR No
* 390 MECH-Final Yes R 1 AP No
Total Rows: 7
Page 1
- . .
Inspection Items for P99-0130 09:33 03/17/2014
-- - -- --_ --- --- -
Sec Item Id Descr�tion A pr Re Items Action Inheritable__
210 PLMB-Underground Yes_ O 1 _ APPR No
* 220 PLMB-Rough/D.W.V. Yes O 1 _ AP No
* 230 PLMB-Rough/Water Yes O 1 AP No ___
* 240 PLMB-Gas Pi in Yes O 1 AP No
* 250 PLMB-Pool/Hot Tub No O 0 No
260 PLMB-Misc. No O 0 No
290 PLMB-Final Yes R 1 AP No
Total Rows:7
Page 1
� se _`�<-�.�..�l�.�nu�s -V���
TOWN OF VAIL DEPARTMENT OF CONII�lUNITY DEVELOPMENT ����(
75 S . FRONTAGE ROAD �� ��
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE: GR.AND TRAVERSE #15
NEW (SFR, P/S,DUP) PERMIT Permit #: B99-0281
Job Address : 1850 LIONS RIDGE LP Status . . . : ISSUED
Location. . . : 1850 LIONS RIDGE LP Applied. . : 10/20/1999
Parcel No. . : 2103-122-09-015 Issued. . . : 11/O1/1999
Project No. : PRJ99-0260 Expires . . : 04/29/2000
APPLICANT DIDIER CONSTRUCTION COMPANY Phone: 970 328-5499
P O BOX 1595, EAGLE CO 81631
CONTR.ACTOR DIDIER CONSTRUCTION COMPANY Phone: 970 328-5499
P O BOX 1595, EAGLE CO 81631
OWNER DAUPHINAIS-MOSELEY CONST INC
1404 MORAINE DR, VAIL CO 81657
Description:NEW SFR Number of Dwelling Units : 001
Occupancy Type Factor Sq. Feet Valuation
Dwellings Zone 2 V-N 97 . 80 2 , 000 195 , 600 . 00
Dwellings Zone 2 V-N Basement 21 .24 1, 206 25, 615 .44
Subtotal : 3 , 206 221, 215 .44
Table Date: 05/17/1996 Total Valuation: 221, 215 .44
Town of Vail Adjusted Valuation: 344, 000 . 000
Fireplace Information: Reetricted: yee #Of Gae Appliances: #Of Gas Logs: 1 #of Wood/Pallet:
•r��r+t+i�rrri**trtaai*++rrr+*+a+rtii+�tr+r+rrrrrrt+�ai�ret� FEE SUMMARY +t+t+twt�ir+�+++ritt+rrt�i+�rrai�+rtta�+++iw�tarrryart+iyt♦
Building-----� 1,716.00 Restuarant Plan Review--� .00 Total Calculated Fees---> 3,941.05
Plan Check---> 1,115.40 DRB Fee--------------> 200.00 Additional Pees---------> .00
Inveatigation> .00 Recreation Fee----------> 406.65 Total Permit Fee--------> 3,941.05
Will Call----> 3.00 Ciean-Up Deposit--------> 500.00 Payments----------------> 3,941.05
TOTAL FEES--------------> 3�941.05 BALANCE DUE-------------> .00
•far:trrwrrr�e�rrtrr�wa�rrrt*+�r�y+xrr�txrr�rrrv.r:�t*r+wr�+rrtw��rr+W+�rr�rr�rr+ttr�+aw+trr++r�itrv*rrrr�tri�rrwetrwtw+wr�rt+rWre+�♦
Item: 05100 BUILDING DEPARTMENT Dept : BUILDING Division:
10/20/1999 KATHY Action: NOTE Routed to GG
10/21/1999 KATHY Action: NOTE Routed plan'g set to GG
10/25/1999 CHARLIE Action: NOTE plans to charlie
10/26/1999 CHARLIE Action: APPR see corrections
Item: 05400 PLANNING DEPARTMENT Dept : PLANNING Division:
10/20/1999 KATHY r�ction: NOTE Rcut2d to AK
10/21/1999 AKJERULF Action: APPR Routed back to Kathy
Item: 05600 FIRE DEPARTMENT Dept : FIRE Division:
10/20/1999 KATHY Action: APPR N/a
Item: 05500 PUBLIC WORKS Dept : PUB WORK Division:
10/20/1999 KATHY Action: NOTE Routed to Leonard
10/26/1999 LSANDOVA Action: APPR APPROVED WITH CONDITION
Item• 05550 ENGINEERING Dept : ENGINEER Division:
10/20/1999 KATHY Action: APPR See public works
ttittt4it4t�kRttttt►t#++'t�t4+'t4YitYtttt»ttti�k#it/it*1tt�kt#tYt�kt*ttt**tiY+tttlttf�htti+iitti##ttttttYrt+tti#fiii�ktY4titiitrt4ttiirirttt
See Page 2 of this Docum�t for any conditions that `1!�ay apply to this pennit .
DECLAR.ATIONS
I hereby acknowledge that I have read thie application, filled out in full the information required, completed an accurate plot
plan, and etate that all the information provided ae required is correct. I agree to comply with the information and plot plan,
to comply with all Town ordinances and state lawe, and to build this atructure according to the Town's zoning and subdivieion
codes, deeign review approved, Uniform Suilding Code and other ordinancea of the Town applicable thereto.
REQUESTS FOR INSPEClIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVADICE BY TELEPi O E T 479 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM
V
Send Clean-Up Depoeit To: Dauphinaie-Moeely SI URE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ��� �
PAGE 2
********************************************************************************
CONDITIONS OF APPROVAL
Permit #: 899-0281 as of 11/01/99 Status : ISSUED
********************************************************************************
Permit Type: NEW (SFR, P/S,DUP) PERMIT Applied: 10/20/1999
Applicant: DIDIER CONSTRUCTION COMPANY Issued: 11/01/1999
Job Address; 1850 LIONS RIDGE LP
Location: 1850 LIONS RIDGE LP
Parcel No: 2103-122-09-015
*******************************************�************************************
CONDITIONS
***************************************************************************�r****
l . THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR
A FR.AME INSPECTION.
2 . ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,
AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTLY ABOVE.
3 . PAT CONTACT TOM K REGUARDING DRAINAGE ISSUES (ENGINNERING
DEPT. )
. �r�rr `�'`
*****,t******,t*,t*******,t*,t******,t,t*****************,t**********,t**
TOWN OF VAIL, COLORADO Statemnt
*************************************************�r**************
Statemnt Number: R.fiC-0583 Amount: 3, 921. 05 11/O1/99 14 :28
Payment Method: CHECK Notation: #3346/DMC Init: KMW
--------------------------------------
Permit No: B99-0281 Type: B-BUILD NEW (SFR, P/S,DUP) PE
Parcel No: 2103-122-09-015
Site Address: 1850 LIONS RIDGE LP
Location: 1850 LIONS RIDGE LP
Total Fees: 3, 941. 05
This Payment 3, 921. 05 Total ALL Pmts : 3, 941. 05
Balance: . 00
*************************************,�**************************
Account Code Description Amount
BP 00100003111100 BUILDING PERMIT FEES 1, 716 . 00
DR 00100003112200 DESIGN REVIPW FEBS 180 . 00
PF 00100003112300 PLAN CHECK FEES 1, 115 .40
AD D2-DEP08 CLPANUP DEPOSITS 500 . 00
RF 11100003112700 RSCREATION FSES 406 .65
WC 00100003112800 WILL CALL INSPECTION FEE 3 . 00
-------------------------------------------------
' � � � �
�"° INSPECTION REQUEST
Town of Vail
479-2149
Permit Number: � � � Z�J /���
Date of Inspection: �" Z � Day of Inspectio . on Tues Wed Thurs Fri
�_.�_
Job Name:
Job Address: !��� � /(S�1J /<< � �-�`
Requested By: �p �S Phone:
Other Comments:
BUILDING: PLUMBING:
❑ Footing/steel *Underground
a Foundation/Steel *Rough / DWV
c Framing *Rough /Water
❑ Roof& Sheer '`Gas Piping
❑ Plywood Nailing *Pool/Hot Tub
❑ Insulation *
❑ Sheetrock/Nail *
❑ *Final
�%o Final , -
�
ELECTRICAL: MECHANICAL:
*Rough
c Temp power * Heating
c Rough *Exhausthoods
❑ Conduit * Supply air
❑ *
c Final * Final
Approved Den Reinspection required
Corrections /Comments: -
j�
, . ,�`;_., .
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Inspector: Date:
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ROOF PEAK=8135.36 �
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� 14.0' FRONT �
2� •'s. BU/LD/iVG SETBACK \ p �
��� � / � \ �� 10.0" S/DE �.��s����
/ // �\ / ,��,ti \ BU/LD/NG SETBACK a�$t��g
/ � a�
� � �� � i� \� z ��`Y�&��
"'- � \ � � ROOF PEAK=8137.23 � s��� ���
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� 2nd FLR DECK � ��,s��s�d
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� � � / / ���.r�����6� o ���&�,�$�8a
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� �' . � i hereby certify that this improvement location certificate was �
\ C� / \- prepared for Didier
� �,. ''/ � � Construction, that it is not a land survey plat or improvement survey plat, and that Q Z
\ 2nd FL� � � � � 1.0' REAR it is not to be relied upon for the establishment of fence, building, or other future Z
LOT 20 \ ROOM & 0/H � � � �BU/LD/NG SETBACK improvement lines. J
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\ � \ /�j6 I further certify that the improvements on the above described parcei on this date U o �
� �� � G��' December 06, 2000 except utility connections, are entirely within the boundaries of N o
� � / the parcel, except as shown, that there are no encroachments u on the described 5 0
p� 1st FLf�PAT10 �l remises b im rovements on an ad oinin remises, exce t as ndicated, and that � �n � �
�o.a s�oE ��' T R A C T A P Y P Y 1 9 P P
\ � � C� t h e r e i s n o app o r e n t e v i d e n c e o r sign of any easement crossing or burdening any Q � �
BU/LD/NG SETBACK+ ,Q part of said parcel, except as noted. o �
� 2nd FLR DECK �°Q` � –' „ o
This certificate does not constitute a title search by Inter–Mountain Engineering to J w �
� � \ � �� determine ownership or easements of record. For all information regarding � o w
\ � �� easements, rights–of–way or title of record, Infe – in relied upon the Final W � Q
" Colorado.�uphinais–Moseley Subdivision, Filing Vail, Eagle County, � ¢ W
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/� � fi��� ��' 1' = 20' .
NOTICE: According to Colorado law you must commence Duane D. ehringer .E. & .L. . 2662 ������ o���t2�o���
any legol action based upon any defect in this survey ������1 nirii««"`�
within three years after you first discover such defect. In /� ��- � e �
no event, may any action based upon any defect in this 99-0146S
survey be commenced more than ten years from the �
date of certification shown hereon. '
� . ,
. :,ofi--. __ i ��___ Truss y ep 'I Qty P�-708U
---- --- -
- `� � � R26805001
7080 IA ATTIC �Ir� 11 - 1 ��f'
Trusfa��c.,FlE�CASTCFCO,BI�1�d7- - - --- - -. .— i-4.O��Q�T1999 MiTe��s r�Tc. Tfiu Feb i0 Td:�7�7 2000 Page 1�I
-z-o-o s-s-i2 aa-z ii-�-a ia-s-ia 16-7-4 22-11-0 za-ii-o Scale = 1:71.3
F-- +_--- -- , _-�- -�._-� -- _ +-----
2-0-0 6-3-12 2-3-6 2-10-6 2-10-6 2-3-6 6-3-12 2-0-0
8.004��2 6x8
5x10 4x12
5x10
F �
- 4x10 �� :
��� 4x10� _ �
G
I D E/�-- �� H �
��
o,; C � �� � 1. x4I � I
�ri �' �
� � o, � ��
�
�
� 10-0-0 �
� g _ _ ---- _ _ � �
�, ���
�_ '� , �
- _ -- --- -
� � - �
�, rn� � .�% � _.� _ - ,� . �� Krn
� A. � � , ,
� �' � 8x10 �: N M L 8x10������` o
4x12 ;� 7x8- 4x12 i;
�- -- s-s-iz isa-a zz-��-o
__-----F-- - -- �
6-3-12 10-3-8 6-3-12
��O se��9-1�6�-93],[T:6=1-14;0-2-i3T�C�8�0=�0];[F1:0=0=��6� --_ _ _ ---
--- — — -- --- --- _:-
LOADING(ps� � SPACING 2-0-0 CSI DEFL (in) (loc) I/defl �I PLATES GRIP
TCLL 80A � Plates Increase 1.00 TC 0.97 � VeR(LL) -0.42 L-N >654 M20 169/123
TCDL 10.0 Lumber Increase 1.00 BC 0.81 I Vert(TL) -0.52 L-N >522 �
BCLL 0.0 , Rep Stress Incr YES WB 0.92 ', Horz(TL) 0.05 J n/a
BCDL t0A ' Code UBC/ANSI95 (Matrix) I 1st LC LL Min I/defl=240 Weight:137 Ib
_ -------- -- —---- -------_ l __------- �
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 2100F 1.8E`Except* TOP CHORD Sheathed or 2-6-0 on center purlin spacing.
C-D 2 X 4 SPF-S 2100F 1.8E,H-I 2 X 4 SPF-S 2100F 1.8E �OT CHORD Rigid ceiling directly appli d or 5-0-0 on center bracing.
BOT CHORD 2 X 8 SPF-S 1950F t.SE 1NEB�"1 Row af�T1TQ�f--�-H�
WEBS 2 X 4 WW Stud"Except' ` - --
- ___.-__�-__---_._'---�
D-H 2 X 4 SPF-S 2100F 1.8E
WEDGE
Left:2 X 411VW Stud,Right:2 X 4 WW Stud
REACTIONS(Ib/size) 6=3289l0-5-8,J=3289/0-5-8
Max Horz B=217(load case 4)
Max UpliftB=-272(foad case 5),J=-234(load case 6)
FORCES(Ib)-First Load Case Only
TOP CHORD A-6=188,B-C=-4188,C-D=-3059,D-E=-138,E-F=182,F-G=182,G-H=-138,H-1=-3059,I-J=-4188,J-K=188
BOT CHORD B-N=2990,M-N=2990,L-M=2990,J-L=2990
WEBS D-0=-3273,H-0=-3273,C-N=874,I-L=874,F-0=190
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building
,with exposure C ASCE 7-95 per UBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they
are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3)All plates are M20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,
UBC-94.
5)Ceiling dead load(10.0 ps�on member(s).C-D,H-I,D-O,H-O
6)Bottom chord live load(40.0 ps�and additional bottom chord dead load(10.0 ps�applied only to room.L-N
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 272 Ib uplift at joint B and 234 Ib uplift at
joint J.
8)This truss has been designed with ANSI/TPI 1-1995 criteria. ��DO R�G'S�
LOAD CASE(S) Standard ��'�Q f���� ���
.�
.�, � �. j
� y ; �� O 1�ti G�o
j �-e G��i, i Vt�1 U�� i� f t",�L �j�� . . . _ ,
�
; 2 52 �
�?.,�,,. � �k i��l� - �? G �� �
� � a�
SS�vNA�E�'
-- - -- — --------- February 10,2000
---_-------- ----� _
,: ;:,. ..; ;.; ^ , ` _
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an intlividual � � �
building component to be installed and loaded vertically.Applicability of design parameters and proper inwrporation of ���- � �� -"— I'i�
component is responsibility of building designer-not truss designe� B�acing shown is for lateral support of individual web /�n n � � �
members only.Additional temporary bracing to insure stability durc i cunstruction is the responsibility of the erector.Additional ��� �1 rYi 2000
permanent bracing of the overall siructure is the responsibiliry of ti.e.building designer.For general guidance regarding �•�L
fabrication,qualiry control,storage,delivery,erection,and bracing,consult�ST-88�uality Standard,DSB-89 Brecing
Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,eas o� MiTek Indusirios,I�C. B
Onofrio Drive,Madison,WI 53�19 y
r '
Symbols
PLATE LOCATION AND ORIENTATION
t�. *CenTer plate on;oint unless
dimensions indicaTe otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat
,�a- _ 'ia'
�
*For 4 x 2 orientation, locate
plates �/a"from outs�de edge of
� truss and vertical web.
„ *This symbol indicates the
-- required direction of slots in
connector plates.
* For tabular plating format refer fo the
MiTek/Gang-Nail Joint/Plate Placement Charf.
PLATE SIZE
The first dimension is the width
4 X !� perpendicular to slots. Second
dimension is+he length parallel
to slots.
I.ATERAL BRACING
IndicaTes location of required
� continuous lateral bracing,
r�
��rr�i
FORMCI B4O1 C
Indicates location of joints at
which bearings(supports)occur.
Numbering System
J2 J3 J4
TOPCHORDS
�7 c�
Q WEBS J5
o _
x � n, � ,,, °
U 0
l/ �y V U
� a
u, �, � o
BOTTOM CHORDS
�1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM IEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA
HUD/FHA
ICBU
SBCCI
WISC/DILHR
86-93,85-75. 91 28
TCB 17.08
I 591, 1329,4922
87206, 86217,9190
$70040-N,930013-N,910080-N
��TM
��
MtTek Industries,Inc.
a�� �R�
.���o
HYDRO•A/R O
GANG-NAIL O
PANEL TM
CLIP
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personai Injury
1. Provide copies of this truss design to the
building designer,erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face or truss at each
joint and embed fully. Avoid knots a�d wane
at joint locations,
4, Unless otherwise noted,locate chord splices
at �/a panel length(±6"from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19°�at time of
fabrication.
6, Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8, Plate type,size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size,and
in all respects, equal to or better than the
grade specified.
10.Top chords must be sheathed or purlins
provided at spacing shown on design,
1 1. Bottom chords require lateral bracing at 10
ft,spacing, or less, if no ceiling is installed,
unless otherwise noted.
12,Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15, Care should be exercised in handling,
erection and installation of trusses.
O 1993 Mitek Holdings, Inc.
, .'��-�-•—_s_ . __ -�T�uss Type j ',Qfy__,PT_._ 7080 __
) R2680501
� NEW�A $ - ---�-- 1 � ,�'
70 usf� I B STCE,C6, �T ON _ _ ,Ir/ 9 ���.D32
--- - - -
s 6c�TTS9S�Tek n us ries, nc.7fiu Feb iQ T4'2T2S 2000 Pag�
a-,-,z s-s-a Scale = 1:34.5
-- - __--�- - _ __ -- ,
a-i-iz a-�-iz
4x6: -
8.00 ;'�
B
�
� � ���
5x6
\
a, � 5x6
c� � C �
' A� ,, �
� - �__ �
�
� ; � � �
cfl c�
� ,
1� �
-� E ------ D -
1.5x4 i, 3x8- 1.5x4 I I
4-1-12 � 8-3-8
� . - --- - -- _ __--
4-1-12 4-1-12
--- -- -_- --
----
- -- — ,___—
- — ------
_ � - - _ ---
LOADING(ps� SPACING 2-0-0 CSI DEFL (in) (loc) I/defl I PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.55 i Vert(LL) -0.01 E-F >999 M20 169/123
TCDL 10.0 ' Lumber Increase 1.00 BC 0.10 Vert(TL) -O.Ot E-F >999 �
BCLL 0.0 ' Rep Stress Incr YES WB 0.33 �i Horz(TL) 0.00 D n/a i
BCDL 10A Code UBC/ANSI95 � 1st LC LL Min I/defl=240 I Weight:35 Ib
-- --- -�-- --- - � --- --------- ---� _-
LUMBER BRACING
TOP CHORD 2 X 4 SPF-S 2100F 1.8E TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF-S 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEBS 2 X 4 WW Stud*Except'
A-F 2 X 4 SPF-S 2100F 1.8E,C-D 2 X 4 SPF-S 2100F 1.SE
REACTIONS(Ib/size) F=800/0-3-0,D=800/0-3-0
Max Hoa F=113(load case 4)
Max UpliftF=-128(load case 5),D=-123(load case 5)
FORCES(Ib)-First Load Case Only
TOP CHORD A-6=-484,B-C=-484,A-F=-760,C-D=-760
BOT CHORD E-F=O,D-E=0
WEBS B-E=-183,A-E=424,C-E=424
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in
the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per UBC/ANSI95 If end verticals or cantilevers exist,they are
exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3)All plates are M20 plates uniess otherwise indicated.
4)This Uuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-94.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 Ib uplift at joint F and 123 Ib uplift at
joint D.
6)This Uuss has been designed with ANSUTPI 1-1995 criteria.
LOAD CASE(S) Standard
��,00 RE�,s�
o�,ti oiv''••.,�
° � :9�
t� ;� G i �o
: 2 52 �
b �
�
• � \��
sSl�NAL E�6
----- .- —_^ �— __—.� February 10,2000
_ _. .. ,::,: . . . I
Design valid icr use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual
building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation ot ��-
component is responsibiliry of building designer-not truss designe�.B��cing shown is for lateral suppoR of individual web
members only.Additional temporary bracing to insure stability durii i cunstruction is the responsibility of the erectoc Additional ���
permanent bracing of ihe overall structure is the responsibiiity of h.e building designer.For general guidance regarding �t�.
fabrication,quality control,storage,delivery,erection,and bracing,consult OST-88 Ouality Standard,DSB-89 Brecing
Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,5s3 D' MiTe��. InduslrlQS,Ifle.
Onofrio Drive,Madison,WI 53719
Symbols
PLATE LOCATION AND ORIENTATION
1'. *Center plate on;oini unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to boih sides of truss and
securely seat.
e, ,�a„
�#�"
*For 4 x 2 orientation, locate
plates �/a"from outs�de edge of
� truss and veriical web.
� *This symbol indicates the
.—_ required direction of slots in
connector plates.
* For tabular plating format tefer to the
MiTek/Gang-Nail Jolnt/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots, Second
dimension is the iength parallel
to slots.
I.ATERAL BRACING
Indicates location of required
� continuous laieral bracing,
i�;�_'�
�.i
FORMG7 d,019
Indicates loc�.�i�on o1 joints at
which bearings(supports)occur,
Numbering System
J2 J3 J4
TOPCHORDS
�7 c,
� WEBS c. J5
�
o _ o
= U K� � �1 � Q
U p
O '�y " U
� a
� �, � O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRU55 STARTING AT7HE l.OWESTJOINT
FARTHESTTO THE IEFT.
WEBS ARE NUMBERED fROM LEfTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BO<:A
HUD/FHA
ICBU
SBCCI
WISC/DILHR
96-93,85-75. 91 28
iCB 17.08
1591, I 329,4922
87206, 86217,9190
870040-N, 930013-N,910080-N
��TM
��
MiTek Industries,inc,
�
_ _ .���.o
-- HYDRO A/R O
GANG-NAIL OR
PANEL TM
CLIP
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personai Injury
1. Provide copies of this truss design to the
building designer,erection supervisor, property
owner and all other interested parties„
2, Cut members to bear tightly against each
other,
3, Place plates on each face or truss at each
joint and embed fully, Avoid knots a�d wane
at joint locations,
4. Unless otherwise noted,locate chord splices
at �/4 ponel length(±6"from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19°�at time of
fabrication.
6, Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7, Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type,size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size,and
in all respects,equal to or better than the
grade specified,
10.Top chords must be sheathed or purlins
provided at spocing shown on design.
1 1. Bottom chords require lateral bracing at 10
ft,spacing, or less, if no ceiling is installed,
unless otherwise noted,
12.Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overloaci roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
O 1993 Mitek Holdings, Inc.
7080 ,C ;Truss Type _ _ __ Qfy "P�y -7U8� -__-
��--- -�S
! R2680502l
SPEC.COMMON � - - 5 1 � J
�
rus�6lnc:,NEW CASTCE,C�8i647 . -- - - _ � ��T1SS8 i e n us rf ies,`nl c.Thu Fe610 14 2T:362�60 Page 1
s-s-a „-s-,a Scale = 1:42.6
F--- -- __—_ _____ . __---- -_ _--- �
5-9-8 5-11-6
5x6--
8.00 ('f2 B
,
�I /:
M; 4x6=- 4x6 -
"' q� C
; � �� o
�' �! -
� �
i � �
I � ,�
" - ---- -------- - - - -- -
:T— �
� E D
1.5x4 I I 4x8- - 1.5x4 I
s-s-a ,�-a-,a
� ----- -- _ :_. _ _ _____�
5-9-8 5-11-6
_ __ - — - - — - --- -- -= ._ - _ . — -
- -- _ -- --- -- - `=_ --- --- , --
LOADING(ps� SPACING 2-0-0 i CSI � DEFL (in) (loc) I/defl PLATES GRIP
TCLL 80.0 I Plates Increase 1.00 TC 0.60 Vert(LL) 0.03 D-E >999 i M20 169l123
TCDL 10.0 �i Lumber Increase 1.00 I BC 0.21 Vert(TL) -0.06 D-E >999
BCLL 0.0 Rep Stress Incr YES WB 0.53 i Horz(TL) 0.00 D n/a
BCDL 10.0 Code UBC/ANSI95 j , 1st LC LL Min I/defl=240 WeighL 56 Ib
--- _ _ ---- - -___ _ .- ---- — _ _ -- --
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 1650F 1.5E TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF-S 210oF 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEBS 2 X 4 WW Stud'Except*
A-F 2 X 4 SPF-S 2100F 1.8E,C-D 2 X 4 SPF-S 2100F 1.8E
REACTIONS(Ib/size) F=1145/0-3-0,D=1145l0-3-0
Max Horz F=-133(load case 3)
Max UpliftF=-187(load case 5),D=-171(load case 5)
FORCES(Ib)-First Load Case Only
TOP CHORD A-8=-807,B-C=-807,A-F=-1088,C-D=-1087
BOT CHORD E-F=-O,D-E=0
WEBS B-E=-135,A-E=685,GE=682
NOTES
t)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in
the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per UBC/ANSI95 If end verticals or cantilevers exist,they are
exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3)All plates are M20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-94.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 187 Ib uplift at joint F and 171 Ib uplift at
joint D.
6)This truss has been designed with ANSIlTPI 1-1995 criteria.
LOAD CASE(S) Standard
�,00 RFG,
p�ti�N���yST�9
U •'� G Z O
. •
: 2 52 �
b � �
�
� �?�
� �
SS�aNA►.E�
-- - ----- -------- � February 10,2000
. .. ... .. .... .:r..
�
Design valid fcr use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual
building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of
component is responsibility of building designer-not truss designer B�acing shown is for lateral support of individual web �
members only.Additional temporary bracing ro insure stability duri. i cunstruction is the responsibility of the erectoc Additional ....a�
permanent bracing of the overall strucWre is the responsibility of tl�e building designec For general guidance regarding ���
fabrication,quality conirol,storage,delivery,erection,and brecing.consult OST-88�uality Standard,DSB-89 Bracing
Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,se3 D' MiTea{ndustrloa,InC.
Onofrio Drive,Madison,WI 53719
Symbols
PLATE LOCATION AND ORIENTATION
- t'. *Cenier plate on;oint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to boih sides of truss and
securely seat.
8 _.. '/B„
�
*For 4 x 2 orientotion, locate
plates �/a"from outside edge of
� truss and vertical web.
_ *This symbol indicates the
—� required direction �f slots in
connector plates.
* For tabular plating format refer to the
MiTek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
L� X 4 perpendiculor to slots. Second
dimension is the iength parallel
to slots,
I.ATERAL BRACING
Indicates location of required
� continuous lateral bracing.
����
L""�.rr�
FORMG18.019
Indicates location af joints at
which bearmgs(supports)occur,
Numbering System
J2 J3 J4
TOPCHORDS
O
�
0
_
U
a
O
�
BOTTOM CHORDS
Jt J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT7HE l.OWESTJOINT
FARTHESTTO THE LEFT.
WEBS ARE NUMBERED FROM IEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOi;A
HUD/FHA
ICBU
SBCCI
WISC/DILHR
86-93, 85-75.91-28
TCB 17.08
I 591, 1329, 4922
87206, 86217,9190
870040-N,930013-N,910080-N
��TM
��
MiTek Industries,Inc�
,�
�= �/-��\�O
NYDR0.4/R O
GANG-NA�L OR
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personai Injury
1. Provide copies of this truss design to the
building designer,erection supervisor,property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face or truss at each
° joint and embed fully, Avoid knots and wane
o at joint locations.
_
a 4. Unless otherwise noted,locate chord splices
o at �/a panel lengih(±6"from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
PANEL TM
CLIP
b. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7, Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type,size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size,and
in all respects,equal to or better than the
grade specified.
10.Top chords must be sheathed or purlins
provided at spacing shown on design.
1 1. Bottom chords require lateral bracing at 10
ft.spacing, or less, if no ceiling is installed,
unless otherwise noted,
12, Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13, Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15, Care should be exercisec�in handling,
erection and in"stallation of trusses.
O 1993 Mitek Holdings, Inc.
•�:,o�i'J ' _T�S r�T uss T � Q�y Ply 708I3
- ^ � R2680503
7080 �C1 SPEC GIRDER 1 L
ype
� �' � I �
Trus-fti fnc.,NE(I��ECSTCE,�O,S1�4T --- --- — �0=32`s Oct 7 T39 i e n us ries, nc:Triu�T�2T3��0U�
�— s-s"a --- _ , �i-a-�a _� Scale= 1:42.6
_ ___ ---__ -- ----
s-s-a s-i�-s
5x6--
8.00 �T� B
� �
Mi4x6--
,, j- 4x6--
�c' C
� A% �
I � b
�� ;�'
�� ---
1 �
�._ _ .___ -- - -
— — --�-.
F E D
1.5x4 i,i 5x12— 1.5x4 �i
5-9-8 11-&14 �
---- --- -
5-9-8 5-11-6
-- _____ � ---- --- ---- — -----
LOADING(ps� SPACING 2-0-0 I CSI � DEFL (in) (loc) I/defl PLATES GRIP
TCLL 80.0 Plates Increase 1.00 � TC 0.35 Vert(LL) -0.02 E >999 i M20 169/123
TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 D-E >999
BCLL 0.0 Rep Stress Incr NO WB 0.61 I�'i Horz(TL) 0.00 D n/a
BCDL 10.0 I Code UBC/ANSI95 ' i 1st LC LL Min I/defl=240 Weight:124 Ib
— _ - --- ----�— _____ . -------- --- -- —�-----_ -------- —
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 1650F 1.5E TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF-S 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEBS 2 X 4 SPF-S 2100F 1.8E`Except'
B-E 2 X 8 SPF-S 1950F 1.5E,A-E 2 X 4 W1N Stud,C-E 2 X 4 W1N Stud
REACTIONS(Ib/size) F=1905/0-3-0,D=1885/0-3-0
Max Horz F=-133(load case 3)
Max UpliftF=-338(load case 5),D=-318(load case 5)
FORCES(Ib)-First Load Case Only
TOP CHORD A-8=-1865,B-C=-1865,A-F=-1849,C-D=-1827
BOT CHORD E-F=-O,D-E=0
WE� B-E=-461,A-E=1582,GE=1575 -.--.--_--._______-----
��,__ _ _ _ -- _ _—
NOTES 1
1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 1 row(s)at 0-9-0 on )
enter. Webs connected as follows:2 X 4-1 row�s)at 0-9-0 on�ter�2 X 8-2 row s at 0�9-0 on center. 1
2)Speaa nnection�equi�ed to�i`st�i6ufe�or foads equany between�a�l �plies.
3)This truss has been checked for unbalanced loading conditions.
4)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building
,with exposure C ASCE 7-95 per UBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they
are exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
5)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the
building designer.
6)All plates are M20 plates uniess othervvise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads per Table No.16-B,
UBC-94.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 338 Ib uplift at joint F and 318 Ib uplift at
joint D.
9)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard Q,p,pO R�G/S�
1)Regular:Lumber Increase=1.00,Plate Increase=1.00 '•�
Uniform Loads(pl� �.�t �N �'�;�.9
Vert:E-F=-20.0,D-E=-20.0,A-6=-180.0,B-C=-180.0 � S v �' : �t1
Concentrated Loads(Ib) U •'� G'i O
Vert:B=-1500 � � C� :
� � :3 �
��
� ��
SS�oNA�E��
--- ----- � February 10,2000
. ,. ,., . .,, .,.,.,;,. .��t.,�_:>�r;�� a�_:
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual
building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of ���
component is responsibility of building designer-not truss designe� B•acing shown is for lateral support of individual web ��'!
members only.Addi[ional temporary bracing to insure stability duri: i cunstruction is the responsibiliry of the erector.Additional ���
permanent bracing of the overall structure is the responsibility of ti.r building designer.For general guidance regarding ����
fabrication,qualiry control,storage,delivery,erection,and bracing,consult�ST-88 Duality Standard,DSB-89 Bracing
Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D' MITek IndusiflQa,IfIC.
Onofrio Drive,Madison,WI 53719
�
Symbols
PLATE LOCATION AND ORIENTATION
t'� *Center plate on;oint unless
dimensions indicate otherwise,
Dimensions are in inches. Apply
plates to boih sides of truss and
securely seaT.
yB„ '/e„
�
*For 4 x 2 orientation, locate
plates �/8"from outside edge of
� truss and vertical web.
_ *This symbol indicates the
—� required direction oI slots in
connector plates.
* Fot tabular plating formaf refer to the
MiTek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X L� perpendiculor to slots, Second
dimension is?he length parallel
to slots.
I.ATERAI BRACING
Indicates location of required
� continuous laieral bracing.
��_.�
L••`�ir.i
FJRMC18,019
Indicates location ai joints at
which bearings(supporis)occur.
Numbering System
J2 J3 J4
TOPCHORDS
0
�
0
_
U
a
O
�-
BOTTOM CHORDS
�1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND TkE TRUSS STARTING ATTHE LOWESTJOINT
FARTHESTTO THE IEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA
HUD/FHA
ICBU
SBCCI
WISC/DILHR
86-93,85-75. 91-28
TCB 17.08
I 591, I 329,4922
87206, 86217,9190
870040-N, 930013-N,910080-N
��TM
��
MiTek Industries,Inc
� ��
�'�,r.���0
HYDRO•A/R O,
GANG-NA1L OR
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personai Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3, Place plates on each face of truss at each
Q joint and embed fully. Avoid knots a�d wane
o at joint locations.
_
a 4, Unless otherwise noted, locate chord splices
o at �/a panel length(±6"from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
PANEL TM
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type,size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects,equal to or better than the
grade specified.
10.Top chords must be sheathed or purlins
provided at spacing shown on design.
1 l, Bottom chords require lateral bracing at 10
ft.spacing, or less, if no ceiling is installed,
unless otherwise noted.
12,Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13, Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15, Care should be exercised in handling,
erection and installation of trusses,
O 1993 Mitek Holdings, Inc.
� 'Con.tiector List Page 1 of 2
, 'rr'' .d►
Date : 2/8/00 ANSI/TPI 1-1995 : Yes ��J�
�..__....
Job ID: 7080 Job Info:
CST Version 1 . 0
Hanger Label :
Simpson connector: HUS26 Quantity: 18
Carrying Member Fasteners (Face) : 14 lOd
Carried Member Fasteners : 6 lOd
Carrying Member: Solid Beam
ID: 14" FLUSH BEAM Width: 4 ply Depth: 2x12 Species : SPF
Carried Member: Truss
ID: B Width: 1 ply OWH: 1 6 6 Species : SPF
Uplift Load: 128 Duration: 133% Down Load: 800 Duration: 1000
Hanger Label :
Simpson connector: HUS28 Quantity: 10
Carrying Member Fasteners (Face) : 22 lOd
Carried Member Fasteners : 8 lOd
Carrying Member: Truss Girder
ID: 12 " FLUSH BEAM Width: 4 ply Depth: 2x12 Species : SPF
Carried Member: Truss
ID: C Width: 1 ply OWH: 1 5 4 Species : SPF
Uplift Load: 187 Duration: 133o Down Load: 1145 Duration: 1000
Hanger Label :
Simpson connector: HGUS28-2 Quantity: 2
Carrying Member Fasteners (Face) : 36 lOd
Carried Member Fasteners : 10 lOd
Carrying Member: Truss Girder
ID: 12" FLUSH BEAM Width: 4 ply Depth: 2x12 Species : SPF
Carried Member: Truss Girder
ID: Cl Width: 2 ply OWH: 1 5 4 Species : SPF
Uplift Load: 338 Duration: 133o Down Load: 1905 Duration: 1000
Material List
Quantity Model No.
------------------------
------------------------
18 HUS26
10 HUS28
2 HGUS28-2
, Connector List Page 2 of 2 �
. �"'' rr+Y
NOTE : Design load values for 16d and lOd common nails on single ply carrying
member applications have been reduced for the nail penetration amount .
Refer to current Simpson Strong-Tie catalog ' Plated Truss Construction
Connectors ' for additional information.
16d refers to 16d common wire nails
lOd refers to lOd common wire nails
16d sinkers may be substituted for lOd common nails
SDS 1/4x3 refers to Simpson Strong-Drive 1/4x3 wood screws
. � �
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit # : E99-0209
Job Address : 1850 LIONS RIDGE LP Status . . . : ISSUED
Location. . . : 1850 Lions Ridge Loop Applied. . : 10/20/1999
Parcel No. . : 2103-122-09-015 Issued. . . : 11/Ol/1999
Project No. : PRJ99-0260 Expires . . : 04/29/2000
APPLICAN'T AVALANCHE ELECTRIC CORP Phone : 970-468-0249
P 0 BOX 2715, DILLON CO 80435
CONTR.ACTOR AVALANCHE ELECTRIC CORP Phone: 970-468-0249
P O BOX 2715, DILLON CO 80435
OWNER DAUPHINAIS-MOSELEY CONST INC
1404 MORAINE DR, VAIL CO 81657
Description: Electrical for new SFR Valuation: 23 , 000 . 00
titiiYiiit�fiiilr#�Y�Ftirti4ttt�kikttiiiiY�tttt#itlr*i#iti+##i#*itt FEE SUMMARY *+*+t+++�++tr+++itri++rttir++t+t+rrt+i++++tr+rtrtr�r+rrttt♦
Electrical---� 141.00 Total Calculated Fees---> 144.00
DRB Fee ---� .00 Additional Fees---------> .00
Investigation> .00 Total Permit Fee--------> 144.00
Will Call----> 3.00 Paymente----------------> 144.00
TOTAL FEES---> 144_00 HALANCE DUE-------------> -�a
♦�rritrtrrr*r►*t:r�ri�r+raa��rrtriwtrar+rtrtr►Wrt+stra�W*�+rrri+r+r+rt+t+t+�++rvr�rrr+t�rt�t+t++r+tr+rrtttrr+��ariv.+r�rrrfrrr++r+wyrtrr
Item: 06000 ELECTRICAL DEPARTMENT Dept : BUILDING Division:
il/O1/1999 KATHY Action: APPR Approved per kw
Item: 05600 FIRE DEPARTMENT Dept : FIRE Division:
11/Ol/1999 KATHY Action: APPR N/A
�yrrr�r��tt,rrrsrrryrrrrr�r+rrtiwwyy�r++�rr�r+r+��rr�rr+�irw+:++++rrr�,rrr+rvri++tr+rrr++++:�r+rr++rrr�r+rryrri+rtr�+yr�rr+ry���t�+iart�rt
CONDITION OF APPROVAL
l. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
•rrrr+rr��W*++**++yrr�r+r+ii+r+air++t�trrr+a++++rrv�r+a+rWra+r+a*ir+�+irr<++r+r++r++�r�r�rr+a++++air+arw+raarwa�:*+++w�ytwrartrrrWr
DECLAR.ATIONS
I hereby acknowledge that I have read thie application, filled out in full the information required, completed an accurate plot
plan, and state that all the infoimation provided ae 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 subdivieion
,:odes, design review approved, Uniforn 3uilding Code and other ordinanc_s of the Town applicable thereto.
�
REQUESTS FOR SNSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANC�' BY TELEPI-�ON �T 479-2138 OR AT OL7E�OFFIC° FROM 8:00 AM 5:00 PM
F 1
S GNATURE OF OWN OR RACi' R FOR HIMSELF AND OWNER
. • � �
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
****************************************************************
Statemnt Number: REC-0583 Amount : 144 . 00 11/01/99 14 :29
Payment Method: CHECK Notation: #3346/DMC Init: FQ�IW
----------------------------------------------------------------
Permit No: E99-0209 Type: B-ELEC ELECTRICAL PERMIT
Parcel No: 2103-122-09-015
Site Address : 1850 LIONS RIDGE LP
Location: 1850 Lions Ridge Loop
Total Fees: 144 . 00
This Payment 144 . 00 Total ALL Pmts : 144 . 00
Balance: . 00
****************************************************************
Account Code Description Amount
EP 00100003111400 ELECTRICAL PERMIT FEES 141. 00
WC 00100003112800 WILL CALL INSPECTION FEE 3 . 00
----------------------------------------------------------------
, . .
V • __--
TOWN OF VAIL DEPARTMENT OF CONINIUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit # : M99-0146
Job Address . . . : 1850 LIONS RIDGE LP Status . . . : ISSUED
Location. . . . . . : 1850 Lions Ridge Lp Applied. . : 10/20/1999
Parcel No. . . . . : 2103-122-09-015 Issued. . . : O1/13/2000
Project Number: PRJ99-0260 Expires . . : 07/11/2000
APPLICANT MOUNTAIN HIGH PLUMBING Phone: 970-949-4500
P O BOX 547, AVON CO 81620
CONTRACTOR MOUNTAIN HIGH PLUMBING Phone : 970-949-4500
P O BOX 547, AVON CO 81620
OWNER DAUPHINAIS-MOSELEY CONST INC
1404 MORAINE DR, VAIL CO 81657
Description: Valuation: 11, 000 . 00
Mechanical for new SFR
Fireplace Information: Restricted: Y #Of Gas Appliances: #Of Gas Logs: #Of Wood/Pallet:
rr++r+r++w,r,rr+rrrrwo++i���+*++rr++rw++�+i+++w++trrrir+�i+++ FEE SUMMARY +r�rttrrr�+�++r+r+i+rv�++i+++rxr*r+ari+++++++:+t+rvrrvrr++++w+
Mechanical---> 220.00 Restuarant Plan Review--> -00 Total Calculated Fees---> 2�8•�o
Plan Check—-> 55.00 DRB Fee----------------> .00 Additional Fees-—--—--> -��
Investigation� .00 TOTAL FEES------------> 278.00 Total Permit Fee--------> 278.00
Will Call---� 3.00 Payments---------------� 278.00
� BALANCE DUE-----------> .00
rr+�wft*srrrfrai��tr+r��t+t�*rrttr+rr+tttft,�t+tr++r+rt*vr+rrtr+�r+t+vr�r�r�t�rrr*tvr�tr*++,trw+r+rtrrrrtrr*r+rr*++�rrt+rw+�rrr+++t+++y+
Item- 05100 BUILDING DEPARTMENT Dept : BUILDING Division:
Ol/12/2000 JRM Action: APPR APPROVE DJRM-
Item- 05600 FIRE DEPARTMENT Dept : FIRE Division:
O1/12/2000 JRM Action: APPR N/A
CONDITION OF APPROVAL
1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2 . COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR
SECTION 701 OF THE ]_997 IMC.
3 . INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND
TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC.
4 . GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 �ND
SHALL TERMINATE AS SPECIFIED IN SEC. 806 OF THE 1997 UMC, OR
CHAPTER 8 OF THE 1997 IMC.
5 . ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND
SEC. 1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC.
6 . BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.
UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
7 . PERMIT, PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECfiANICAL
ROOM PRIOR TO AN INSPECTION RE UEST.
8 . DRAINAGE OF MECHANICAL ROOMS C�NTAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC.
1022 OF THE 1997 UMC, OR SECTION 1004 . 6 OF THE 1997 IMC.
*************************�r*�*******�r*�r�r****************�***************�r****�***
� � _
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and etate that all the information provided 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, deeign review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FCUR HOURS I � CE TELE T 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM
�, I
\ �_.'�_. _ .
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
i
'
r
-- _ �
� _ _ _ -- - .
ittit4�if4ittt�Yiti#tiWY�i#ttt4ktitY'+�kiY.r#Yitf�kt*ittt1+Mttttit#if#if
TCWN OF VAIL, COLORADO Statemnt
ir+irr+rrrt.t�t++yr+r+++irt+++�tiait+��r++rrr+r+rr��++*�.r+trwr+�
Statemnt Number: REC-0603 Amount: 278.00 O1/13/00 15:07
PaymenC Method: 3352 Notation: DAUPHINAIS-MOSLY Init: JN
---------------—--------------------—------------------------
Permit No: M99-0146 'I'ype: B-MECH MECHANICAL PERMIT
Parcel No: 2103-122-09-015
Site AddYess: 1850 LIONS RIDGE LP ,
Location: 1850 Lions Ridge Lp
Total Fees: 278.00
This Payment 278.00 Total ALL Pmts: 278.00
Balance: -�o '
++r++i+r++r+++rttr+++ttr+++tirr+++++,r�+++ta++r+w+irw+++++�re*w+rr
Account Code Description Amount
MP 00100003111300 MECHANICAL PERMIT FEES 220.00
PF 00100003112300 PLAN CHECK FEES 55.00
WC �0100003112800 WILL CALL INSPECTION FEE 3.00
----'-------------------------------------------------------
� "� ' � �
� �
Didier Construction Co., Inc.
PO BOX 1595, EAGLE, CO 81631. PHONE 970 328-� . FAX 970 328-1819
FAX ���-��3�
DATE � 1O RR TOTAL NUMBER OF PAGES INCLUDING THIS PAGE �
COMPANY �vwh of da��, �o�m���y �e��oQ, ATTENTION `�'¢'
URGENT REPLY ASAP PLEASE COMMENT x PLEASE REVIEW FOR YOUR INFORMATION
�hforw�a��vh �or vne��aN�ca� .�e�w,��'� �ot �5� 1�50 Li6�sr�d9e �,ov�� g�`�- 0�$( .
� D�
�ry'"p�'av't`3 �����i�
� �� , �
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� �i
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`�.' C9-�4� � ���C z.
�G� , � 2
9a5 ""`�� �g" �`9� P�}�°�� D te Receive�
�, 75 g4lloh T�irhy�e ���e do�n2s�i� �ofw�e< <'�ea� �c�4`�2� JAN 1 � ZO��
l�z��� -�ve� ��ae
0 ��� � f L�2 , s�raiy�1�' �P �'��ouy� �aof
aurhl�a►n B�K 867E I � 3�(��aoo �3YU Ba�c.E�.
T�o la��X la�� �
co�,busfio� air o.�e��n�s
;'� ' eih'� i,4t��F'. 1,(1'L 15
� � , ,_ +�t!.;Ii !'�4 7(
;;�,:� ;.�,���.: =:;!",a11AitS' - 1Vl1iSl3U IN l;l'�4'"1' ('�)NCRIi,�TI?
:. . �:�. -...
��;e�
± :�E\T��iIL.Y ROOM
i_�UvVT'_.t?H_�LI.,iLnUNT7ItY
�. I3LD��
1 T3A'I'H �4
2 �3ED 3
2 '3A7 f I 3
3 hLD 2
/� CI,�?SF 1'2
�� RA'I'�� 2
4 GARAGE
5 LA�.NDRY
_`• F:1'I'�'i'EN
5 i�;i?,'NC"4:REAT ROOM
., i:?NI�1�1'�E'1_,OSI:'T/HALL
�, ?Ci��l)f:�
, 1�9A�"l�IZ'BFD
�, �,i t•.S`I'i:R f3FV'1�i�
\j,1S'1 F?It'f(_)IL.[:1�
, , . .�t�}�CI_'±SE.I.
'�'i)i'A1:S
j �"�li'vS'11iEt,'1'
i'tD�i'P,L, ��1:'l' i3TOfI ItEQ'll
sQ
FT
255
1�9
1�7
;;
L37
:i�l
220
58
5.}
491)
-l7
128
5>9
181_
2�
2?•�
1 1-�
li
>8
29((
1250
R'Ci]
EIEA"I�
LOSS
70(iH
14yR
2iti7
7��
2910
72?
d880
63a
1�)C,3
13i71
1973
37���
19��i�
399.1
I�1i3
871)i
2�?71
1 �18
1 1-48
8172(
1<i375(1
22�d7G
13"�'I1 NO. O.C.
T�E� LOOPS (IN)
'i(1 F`I'
"l8 ------ 8
9 3 12
21 ------ 12
1�3 ------ 12
�1 ------ 12
19 2 12
22 ------ 12
11 ------ 12
�G 2 8
28 3 12
:}2 ------ 8
29 1 12
i 5 ------ 8
?_2 ------ 12
52 5 8
37 2 8
2G ------ 12
95 ------ 8
25 1 8
28 19
115 G
TUBES/ LOOP TOTAL MAX
JOIST LGTHS FT OF SUPPLY
SPACE (FT) TUBE TEMP
SLAF3 ------- 0 150
SLAB 200 600 150
SLAB ------- 0 I50
SLAB ------- 0 150
SLAB ------- 0 150
SLAB 200 400 150
SLAB ------- 0 150
SLAB ------- 0 150
SLAB 200 400 15O
SLAB 175 525 150
LT WT ------- 0 150
LT WT 225 225 150
LT WT ------- 0 150
LT WT ------- 0 150
LT WT 225 1125 150
LT WT 200 400 150
LT WT ------- 0 150
LT WT ------- 0 15U
LT�VT 250 250 150
TOTAL 3925 150
250 1500 140
GPM FT
HEAD
1.4
1.1
1.1
1.7
0.7
2.9
1
0.7
10.6
10
2.1
3
3.1
2.6
4.4
3.5
2.6
4.9
4.9
2U
FLOOR COVERIIVG
TYPE USED
LITE CARPET/PAD
CARPET/TILE
LITE CARPET/PaD
TILE
LITE CARPET/PE1D
TILE
LITE CARPET/Pt-1D
LITE CARPET/PAD
TILE
CONCRETE
TILE
TILE
3/4" PLY+ 3/4°HARDWOOD
TILE
TILE
LITE CARPET/PAD
TILE
TILE
LITE CARPET/Pf�D
,,,; .- �,.�;
} �+=C�R ot'�7QI�FIREPLACES �Vl"rfiOU'I' SEAi.Lll UUORS MAY ADVERSELY AFFECT THE PERFORMANCE OF RADIANT FLOOR SYSTEMS.
. :f � ��.'.,+v1Mt?IvSIGNS APPEAR 1N 7'f3L? "OC (]N)" COLUMN, INSTALL 50%OF FLOOR AREA ON ONE DIMENSION AND THE OTHER 50%ON THE
,?i t:�lc U:ivir`.�,NSIC)N. TIiE CLUSER:1.1E3E SPACING SHOULD BE DONE CLOSEST TO EXTERIOR GLAZED WALLS.
3 `�I��:`�:.I. rE;F'l1RATE WA7'ER CLOSE'T R(_>QMS WI"I'F1 A �VINDOW Cf1N BE COLD AREAS IF PRIVACY DOOR IS LEFT CLOSED TO ATTACI-IED BATH.
�4,j'�E1�IF���1L .I�IE�`T I�I�.E(�UIRED I�1'��E 13ELOW LISTED AREAS.
fi:.;_�'�l,F;1�lEN�AL IIEA'I=�NU7'REQt_IIRED �['I'li_IF 7'IIE F�OR COVERINGS ARE AS LISTED
_d.s.« '�,:�Itlt�'1'(?(�1D FL(1S?R OU'I'P T _LISTF,D A_RE_ly�T CALCULA'�ED WITH AREA RUGS INCLUDED
• �
., .°��;'i,���vt�.rzsr, t,c��i� is
'!��?� � �.I�1';',��1,�IG "�'1'I'ES,_ItAllI��_(;_(?N�7:kU�_I'IUN "I'YP�_�,lyU "R'�!AI�UES IIAV��EEN ASSUMED IF NOT SI19WN ON THE PRINTS.
,'i,t�d�'�.A '?�1�;_'l_li�_>_�IIE�"T Ty�OR�i�_G7'ANY__t1���1P"I'[ONS MADE THAT ARE INCORRECT
ZONE R(➢C1I17
i
2
2
2
2
3
�
4
i
�
.�
6
5
��
r.,
.,
k=;1R4ILY ROOA9
1.�:�i'�'ER HtiL?�/LAUNDR�'
BEii�+
BATI�4
T3ED 3
f3A'i'I1 3
BEU�
CL�SET 2
B A'I'F 1 2
GARAGE
I,AiJNDRY
KI'I'Cf�EN
LaINING/GRF_AI�R001v1
ENT�Y/CLOSE'I'/HALL
FO`1�':`)I:R
1�lAS"TER BEll
":iA`�;F:RI3A'1H
",1AS"I'ER'1'OILT?'I'
�:�ASI�:R t'I,OSET
FLOOR COVERIiVU
TYPE USED
I,IT'E CAKPE77PAI)
C ARPE'T/'I'I l,f?
LI'TE CARI'E'I'if'�.l)
TILE
LITE CARPET/PAI�
T1LF_
LI'I'E CA1Z1'E1'/P�i)
LITE CARPET/PAD
TILE
CONCRE"IE
TILE
"C1LE
3/=�" PLY +3/d° HARDWC
TILE
TILE
I,1'TE CARPE"['iPI�U
'I'ILE
T'ILE
LI"TE CARPET1Pn1�
CHANGE FLOOR COVERING SOURCE OF
'I'YPE TO: (LIST CHANGES) �iEATLOSS
_. WALLS
CEILING
GLASS
SKYLIGHTS
DOORS
FLOORS
UNDERSLAB
SLAB EDGE
FOUNDATION WALL
AIR CHANGE/HR
% GLYCOL
INSIDE DESIGN TEMP
OUTSIDE DESIGN TEMP
LITE CARPET& PAD
HEAVY CARPET&PAD
?:!"ti: RA�)IftN'X'Fi.UUR INS7'AI,I.A"I'ION '1'XPE IS AC'TUALLY(CIRCLE ONE):
` "Tii�ING STAPLF,D UNDER SUBFLOOR
� �7�'3'_NG 1N CONCRETE SLAB
'i�'BING IN CiY"PCRE"TE WIT1�FINIS��EU F[�t�R DIRECTLY OVER GYPCRETE
•� `C�;BING IN GYPCREZ'E�V1TH " SUBFLOOR DIRF,CTLY OVER GYPCRETE
R" VALUE CHANGE "R" TO
USED (LIST CHANGES)
R20
R30
R2.3
NA
R2.5
R19
0
0
0
CALCULATED
30%
68 DEG. F
-25 DEG.F
R1.4
R2.3
I� '9'�sE�E AN�' PLANS"I'O 1N5"I'ALL AN A1R-'I'O-AIR IIEA'C EXCHANGER?? Y N
°�:� :'�;�:t:�: .�,Nl' �LANS"TO IKSTALL ANY EXIIAI?ST SYSTEM OTHER THAN BATHROOM FANS OR RANGE HOOD?? Y N
�
,; ! ' !�;'-.',/E=FZ�E LOT 15 SLAB TYPE---0=0N GRADE FLOOR TYPE---W=WOOD
. � ; ! ���,it� ; IiC;I l P&H B=BELOW GRADE T=TILE
��`��`��"i�JS� �UMMARY - WIRSBO IN LT� VVT CONCRETE W=WALK-OUT BSMT C=CARPET
(�;:►� IkOUM SQFT SQF"1� LF LF SQFT SQFT SQFT SQFT LF O B W W T C Y N
; �
' � ROOM UNFiTD AVG EXT GLASS DOOR CLG SKLT SLAB SLAB FLOOR HEATED
' � AREA l�REn HT WALL AREA AREA AREA AREA EDGE TYPE TYPE BELOW?
�
i '
i i ',FAMILY F200M 255 0 9 38 114 0 0 0 38 O C N
***ik**�k*****i.�k*R**+F********�k*****************i.�**k!:****************************iF****************iktk****************i�*****************************************
I 1 j�_t)1�/�R HALULAUNd 159 � 0 9 19 0 0 0 0 � 19 B C/T � N
�*********�.k*********:Yit�k**�k*ir*i:*******1k****�:�k**a4**ek A!*****************YF*Yk****�k****�k************ik****�k**********•k******�k***************�c***�k***tik********1F*it***
��E3ED 4 137 0 9 � 11 48 0 0 0 11 0 C N
vk#....„kieif*******************************************,t***�Ik*�t************ik**********tk********1k*iklk*ik*******�t***1F************ik****�k***********************�F*�k-***
j 2 ;Bf�TH 4 55 0 � 9 0 0 0 0 0 j-----------�----------- T N
I7k<.*�t**itskhkvk**************ak**********************t*�F*********�k*****************************�k**�k*****ir*******tF1k***************************�k****1F*********#***
� 2 ��EU 3 137 0 9 13 48 � 0 0 0 � 13 O C N
,
:t**�**�**t#****�****b*��t*************************�.*******************************************************«************************«*«***************«*****
i
i 2 ��/\i i i 3 39 0 9 0 0 0 0 0 ------- T N
---�-----------
�#*-�**********�:*t*******************************�**************************«************************«****************************«****�****************.�***
; �' jE��ED 2 220 Ca 9 30 72 � 0 0 0 30 O C N
if+�.`1te�.�tR**i.k*:�k*�k*********tk****R**************#��F***************�k***********************ik�t*****************�k**ik**�k�k*****************�kik******tFYk*************ik
�
i � i�;�CiS�T 2 58 0 9 9 0 0 0 0 I 9 B C N
;��::,��:�.:�.:,�************************************�**,**************«****«*******.*******************««****************************«**«*«,t******«**«**********
; ;.? is�i��i�N 2 54 0 9 16 10 � 0 0 0 j 16 � W T N
�.��,k A�::�i-,:`:.!d�-ktk*ii****�k**tk**********************�k*****:4***********************�t******tk****tF�k***********'ktk******lk************�ktkdr**�k*****************************
! _________
����GE 490 0 12 740SF 60 � 161 550 0 - �----------- SLAB CRAWL
!+k.r...�.5�'X:irt}f'R'!t]F**'k'k'RfEvF 1F'R***1FlF**'k**'k1F'k'k)F1FlF*'/r'R'k'k IF'R'k!F'A'*)F'IC rFiF1FtF**1F1F'!t*lklF'k�tlk'k***�t1F'%['k'kiC****'k*1F1F*�t'k'k1F1F1F1F#"k1R**'ktk'k'k'k�nF**1F)F�l**�[lF1FiF'k'R1F'k#'1F'k'k'k*'ktk1F�[*****#'�nF'kA"k**ik'1F)F'k*iAnF�!'**'kA'
i 5 �LAUNDRY 47 0 9 12 12 � 0 47 0 ----------�----------- T Y
I**R***x��*****************�:*****«*****************t�**********�******************«*********************************************«****�********************
5 ;iCiTI;HElV 209 81 9 26 23 0 209 0 -� T Y
�********��*********************************t******t«***************************«***************�**********************«*************�********************
; F jDfNI�1G/GREAT ROC� 559 0 13 570SF 248 0 650 0 �----------�----------- W Y
ik�tit�k�,t krt,k,k*,t,t*,t*,ttti�,t,trt,t,t,trt*,t,ti�,t*R,t,t,t�k*,t*,t*itrt+r,t*,k•r.*k t*k#,tfk*,t,t klkyt*,k*1k,t,t,t,t,t,rrt,t�k,t,t,t,t*rF,t,kik*ik,kitik,t,tiF,tiF*,t�F,r,t,tiklF*,t,t,t,t,t**,t�F**rtit,t,t,tik,t,t,t,t�k,k,t*,t*,t,t1klF,t,t,t,trt,t*triklkik�Arlk*,t*ir#,tirlt
� �i �ENT'�Y/CLOSET/HA(� 182 0 � 9 22 14 28 220 0 -----------�----------- T Y
IRas***x**{..h*+*eF***Yk******************k**********************ik*ik**************�k*tktk*****ik**ik***YF**************ik****************ik*****************rF*****�k******
I � •
; �� ;�'�4'VDER 25 0 9 5 6 0 25 0
----------�----------- T Y
:iew-��►k*iY*i�*******+t�t k*k*�t�ti�*�F*�ktk*****iF**t*�h*******i.*****+tit****************************�k*1t****1k*****�k*********at******1k*************************�k****�k*******
`
' ��r�,��E R t��D � 234 � Q I 13 �410S F� 119 � 0 � 300 � 0 -----------�-----------� C � Y
_ -_---- - --- -- -
; ;'�a �r�vOM SC�FT SC��- (� Lf= LF SQFT SQFT SQFT SQFT LF O B W W T C Y N
; RUOM UNFI1 L) /�VG EXT GLASS DOOR CLG SKLT SLAB SLAB FLOOR HEATED
' j �REA f�R(-=n IIT WALL AREA AREA AREA AREA EDGE TYPE TYPE BELOW?
i
.
j �3 M/�S 1 ER [3A�i�H 11� , 0 1 'I 180SF 18 0 150 0 i---------- ----------- T Y
�:*****�****�,t*,t*,t*t+:a�*:t*i t t+.t r.+�,r,�t***�:�-=h,.�.t t+,�A+i�,+T�;t k+t*****#�h************vt****ik************1k***********************************k***************t�**'k**
8 ;�^;1�TF_R 1�OIL.CT 15 0 11 50SF 8 0 20 0
----------�----------- T Y
��k*it*ikR*1k***�ei,Ffi fi*i�k�k�k********************i/r**:t*�h'�t�h*R**�l:k*****ik*****�k***************1k**********1k**1t1r**********************�k************************7k**k**
I 8 ;M�STER CI_OSET 5�3 � c) � 1 1 120SF 9 0 80 0 -----------�----------- C Y
*,t�*,t***n*�hi�**�t*��...��rt:rr�*r.t*�ti�+**�A�,.ttt+=AV ka��A�t,.a..+r�*,t****,t***,t**,t,t***,t*,t,t******+r*****,t,t,t*,t,t,t,t***,t**,t*,t,t,t,t,t,t*******,r***,r**********,t*,t,t**,t*,t*,t*k,t,t
i
.
♦ �
r
4
��. fi�
_��' �
TOWN OF VAIL DEPARTMENT OF CONIl�IUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit # : P99-0130
Job Address : 1850 LIONS RIDGE LP Status . . . : ISSUED
Location. . . : 1850 Lions Ridge Lp Applied. . : 10/20/1999
Parcel No. . : 2103-122-09-015 Issued. . . : 11/O1/1999
Project No. : PRJ99-0260 Expires . . : 04/29/2000
APPLICAN'T MOUNTAIN HIGH PLUMBING Phone: 970-949-4500
P O BOX 547, AVON CO 81620
CONTRACTOR MOUNTAIN HIGH PLUMBING Phone: 970-949-4500
P O BOX 547, AVON CO 81620
OWNER DAUPHINAIS-MOSELEY CONST INC
1404 MORAINE DR, VAIL CO 81657
Description: Plumbing for new SFR Valuation: 30, 000 . 00
rr�+rtrt+itt�yarrrti*+tr�+ri+rattrrtaiarwaarrt+r+rr+�+r+rrra�r FEE SUMMARY rri+rr+aiirtrrir+r+r+r+ar�rii�i+rar+*srtrrrrarraartrrr++t♦
Plumbing-----> 450.00 Reetuarant Plan Review--> .00 Total Calculated Feee---> 565.50
Plan Check---> 112.50 TOTAL FEES--------------> 565.50 Additional Fees---------> .00
Investigation> •00 Total Permit Fee--------� 565.50
Will Call----> 3.00 Payments----------------> 565.50
BALANCE DUE---——------> .00
rrryfrWiar+arr++++arr►+r****w+ra�a+irrtr�+rrwrir+rri++ri+wrw+rrrr+++r+a+rtrr+�rrrW+++rrrti+rrrrrr*+rtrrr;ra+rrt+rr++rar�r+atr+�+r+�t
Item: 05100 BUILDING DEPARTMENT Dept : BUILDING Division:
11/Ol/1999 JNOLEN Action: APPR APPROVED PER KW
Item: 05600 FIRE DFPARTMENT Dept : FIRE Division:
11/O1/1999 JNOLEN Action: APPR N/A
♦t»*+r.+rrrt+rrr�tr+t��rttrrr��+errr�+trrrtrt+ttrr�rrtrr�+�rirtr,rt�r>►rr��.rWr++��tt+t�rtrrrr+r+++rrtrrWr+�rrrrert��rr,�t�rrrt+��w►r*�rtr+trr
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
ertir�i+t++rrr�+rr*+r+t+rr+r�+r+r�erirtrrrt+++�+rtw�rrr*+rr++rir+++rx+rtar++�+tt:r�++rt�r*+�r+.a+r.rra+ta+�rrr*rirr++++t+r��rawra�+r+
DECLAR.ATIONS
I hereby acknowledge that Z have read this application, filled out in fu11 the information reauired, completed an accurate plot
plan, and etate that all the information provided ae required is correct. I agree to comply with the information and plot plan,
to comply with all Town ordinancee and etate laws, and to build this etructur= according to the Town's zoning and eubdivieion
codes, design review approved, Uniform Building Code and other ordinances of the �own applicable ther��o.
� 1
REQS7ESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELr^.P ONE A 479-�13 JR ' FICE ?RCM 8:00 �'1 5:00 ?M
f� :..�
� � t
SIG T F OWNER OR CO 1ZACTC FOR HIMSELF AND OWNER
� �
�
******************************************�*********************
TOWN OF VAIL, COLORADO Statemnt
***************************�*�*�********************************
Statemnt Number: RFC-0583 Amount : 565 . 50 11/01/99 14 :25
__Payment Method: CHECK Notation: #3346/DMC Init : HIKW
-------------------------------
------------
Permit No: P99-0130 Type: B-PLMB PLUMBING PERMIT
Parcel No: 2103-122-09-015
Site Address : 1850 LIONS RIDGE LP
Location: 1850 Lions Ridge Lp
Total Fees: 565 . 50
This Payment 565 .50 Total ALL Pmts: 565 .50
Balance: . 00
****************************************************************
Account Code Description Amount
PP 00100003111200 PLUMBING PERMIT FESS 450 . 00
PF 00100003112300 PLAN CHPCK FEBS 112 .50
WC 00100003112800 WILL CALL INSPECTION FEE 3 . 00
-----------------------------------------------
' ' � 1"�Q,�`-l�i• U ZCat�
*. .
TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM
INFORMATION MUST BE COMPLETE OR THE APPLICATION WILL BE REJECTED
Contact the Eagle County Assessors Office at 970-328-8640 for Parcei#
Parce!# a� �0 3 1 Z Z 0�Q 1�
Date: 10/(2 I�i q Pennit# �jQa- O2��
Job Name: � ( ��� {1�GW�S� Job Address: �g S�D UDI'L_ S�e �D �
Building� Plmnbing� Electrical�) Mechanical� Other O
Legal Description: Lot�� Block Filing � Subdivision � —
Owners Name: �/�/�L' �11 C� Address:�Q $Qx / �/S� `�Q,l f Phone# �}7�s'g�$�S�
Arcllitect:�����(`���(�, Address:�����,_ O Phone# � �
� u,a.v �—
Description of Job: I� `l �
Work Class: New � Alteration( ) Additional{ ) Repair( ) Other( )
Number of Dwelling Units: � Nwnber of Accouunodation Units: Q
Number a�id Type of Fireplaces: Gas Appliances � _ Gas Logs Wood/Pellet
VALUATIONS
BUILDING: $ � gO ,OOD ELECTRICAL: $_ o�3��0 OTHE�: $
PLUMBING $��� �D MECHANICAL$ i/ dD0 TOTAL $ � J9
�r—T--
CONTRACTOR INFORMATION
General Contractor: ���,t. �,�Q,��r�(i�_ Address: �0�oX. 1��� �a,e�e ,�.D S( �3 I
Town of Vail Re 'str tion No.��� r n., ,��A.,P�lone# �70 – 3�g ' S4��
���Electric�l Contractor: 2 Address: �O 130� Z_��S����or► Ca 1��4�}�
��� �\
O -�1—� L��—�'
Town of Vail Registratio No. � Phone# 0 ^ � OZ 4
,���� -lf�dhft� /�
� ,\hq�`�:�Plumb�n�Contractor: D Address: �O f jo_���7_�'U0n C,,� a� ZO
�1
Town of V il Registratio No. I�� lione# �4�,' �'��
G �1��-lAfSM�Id�
O���Iechanical Contractor: �o� Ol,l� lC V �� Address: �D �vK S�_����1ov� C � � ��Z.�
6 ���'own of Vail Registration No. I�7 I� Phone# � – �
�
�\�A
FOR OFFICE USE OCT 12 1999
TYPE GROUP SQ. FT. VALUATION BUILDING:
_ (Z3 U� SIGNATURE. �
ZONING:
SIGNATURE:
CLEAN UP DEPOSIT REFUND TO: . � �� �
�. i C� P� �'�.�� ��Fm�TS /
�
`` •v • •
TO: ALL CONTRACTORS CURRENTLY REGISTERED WITH THE TOWN OF VAIL
FROM: TOWN OF VAIL PUBLIC WORKS AND COMMUNITY DEVELOPEMENT
DAT'E: JANUARY 1, 1999
SUBJECT: CONSTRUCTION PARKING AND MATERIAL STORAGE
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
A. Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter,
track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt,
snow, ice, or any other debris or matenal upon any street, sidewalk, alley or public place, or
any portion thereof.
B. Notice; Abatement: The Director of Public Works may notify and require any person who
violates or causes another to violate the provision of subsection A hereof, or who has in the
Director's employment a person who violates or causes another to violate the same, top
remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within
twenty four (24)hours after receipt of said notice by the Director of Public Works. In the
event the person so notified does not comply with the notice within the period of time herein
specified,the Director of Public Works, or other authorized agent, may cause any such sand,
gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street
or alley at the expense of the notified.
C. Exceptions: The provisions of subsection A hereof shall not be applicable:
1. Within the immediate area of any construction, maintenance or repair project of any
street or alley or of any water main, sewer main, electricity line, gas line, telephone line
or any appurtenance thereto;
2. To deposits of sand, dirt or materials necessary for the protection of the public safety; and
3. To public areas designated for the dumping or depositing of said materials.
D. Summons; Penalty: As an alternative to the notice for removal provided in subsection B
above, any
person who violates or causes another to violate the same, may be issued a summons to
appear before the Municipal Court of the Town for said violations, and upon being found
guilty of a violation hereunder be punished as provided in Section 1-4-1 ofthis code.
E. Notice; Penalty: It is unlawful for any person to fail or refuse to comply with the notice of
the
Director of Public Works as provided in subsection B hereof, and any such person shall, in
addition to payment of the eYpense of removal incurred by the Director of Public Works, as
provided in subsection B hereof, upon being found guilty of a violation hereunder, be
punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6 (1979)
Read and acknowledged by:
Position or Relationship to Project: +�
(i.e. con ctor or owner)
Date:
• •
,� Design Review Action Form
,
�i TOWN OF VAIL
TawN aF vnrL '�
Project Name: Dauphinais residence Project Number: PRJ99-0260
Project Description: new single family residence
Owner, Address, and Phone: Pat Dauphinais
Dauphinais-Moseley Construction
Box 1515, Vail, CO 81658
476-8055
Architect/Contact, Address, and Phone: Same as above
Project Street Address: 1850 Lionsridge Loop
Legal Description: Lot 15, Dauphinais-Moseley Subdivision
Parcel Number: 210312209015 Building Name: Dauphinais residence
Comments: 2718 sq.ft. GRFA added (as per SDD #22 regulation)
Board/Staff Action
Motion by: Hans Woldrich Action: Approve with condition
Seconded by: Melissa Greenauer
Vote: 5-0
Conditions: 1. that the architectural treatment of the entranceway and gable above the
living room window be modified and reviewed by staff
2. that the clipped roof be explored by staff
Town Planner: Ann Kjerulf
Date: 10/20/9� DRB Fee Paid: $20.00
Project Name: Dauphinais residence
Documentl
�� ��
7,O�IE CfIECx
Datc: .-���'i��. I ti J�;��
Lc�al dcscription:Lot /5 Block "� FiLing /��7��Ff�NGliS - /vf��� � '
f�1 ���3t���.s�w�nl
Address_��S�L' �.tc�N.S F=�)�r" L /�
O�vncr___/�A 'rlyn�l�i's- /�OSF��i �nis�►'Jt���n � Pl�onc_ `��(L'– �b�S�
�-chitcct Phonc
Zonc district .`�A��21- . f'/5 cEn�,j r=��.,��r'r � Proposcd usc Nf��� . ;�/�'`,r q-y l�
� � y ,0_r'��i"��N�E
Lot sizc_ �S 3f1 �/ Buildable arca �_< �rj /jj
�
Allo�vc E�istin� Proposcd Total Rcmainine
�Vt�Y°�dD�2�� -
Total GRFA + _ ' � ��� � ����] _
� Primary GRFA +(42�)(675*)_ �C a l�'� f � /�j = -
Sccondary GRFA +(=}2�) (67�*)- .� �
* 67�=42�crcdit plus 2�0 addition .
Docs[his rcquc�t involvc a 250 Addition? 1��/�
Ho�v much of ihc allo�vcd 2�C Addition is uscd�vith chis rcqucst? /���
Sitc covcrasc (�S�% � ,�13 �5 _� ZI�L _
Hcight (3p)�337 1�,
Sctbac}s Front � /�_
Sidcs �-3' �0� �}S �'�� S/���.22
Rcar yS� � �
Landscapin� ��c:��Minimum S/ �?. �: .��(��,�
Rctainin��Vall�icights 3��6�
Par};in� Requircd � j ,�
— = Encloscd
Garagc Crcdit (300) (600) (900) (1200) ;�Uu i�
Dri��c�vay Pcrmittcd Slopc �=1 % Proposcd Slopc�_�ia
Complics with TOV Liehting Ordinancc Ycs '� No
Ar�finishcd gadcs Icss than 2:1 (50%) Ycs � No
Emzronmcntal/Hazards 1)Pcrccnt Slopc(<>30%)___ < �i%
' 2)Floodplain __ �;�/-�
` 3)lVctlands �,/�
4)Watcr Course Setback(30) (50) I�,�/p
�)Gcologic Hazards
a) Snow Avalanchc_ �, �q :
b) Roc}�al! /�+�A i
c) Dcbris Flow /�'/A _
Prc��ious conditions of appro��al (chcck property filc): N!f�
Is thc property non-conforming? Dcscribc: N//�
� ��
�
DESIGn'REVIEtiy CHECKI,IST
Projcct: �1(,G�/�-j�J�}jS ,���//�'Fivf..,�
❑ SURVEY ❑ FLOORPLAI�S
Scalc
�` Bcnchmark
'� Scalc
� �'� GRFA
LcgaI dcscription
• 250 addieor�al GRPA
Lot Sizc
Buildablc Arca � C���l�mc Spacc
Eascmcnts
EHU
� ❑ BUILDING ELEVATIO\'S
Topogaphy
100}z.flood plain '� Scale
• 'f Color��latcrials
Watcr Cotu-sc Sctback
`� Roof Pitch '
Environmental Hazards
Trees
❑LAi�IDSCAPE PLAN
Utility locations � E�s6ng trccs
. Spot cicvations
� Proposcd trces
❑ SITE PLAN . � Lc�cnd
� Scalc MISCELLANEOUS
`� Buifding Height Condo Appro�-al
'� Encroachmcnts
Tidc rcport(.A&B)
'� Sctbacks litility vcrification forn�
I
'� Sitc Covcrage Photos of sitc � ,
✓ '� Buildingmaterial samplcs �C'�iti;
Eavcs/Ovcrhangs(4')
�i . C.O.Vcrification '
Dec}:s/Balcon�cs
" Garagc conncction S��.Shadc Anglcs
� Site Gradc�.Slopc Utilities(undcrground)
`/ Rctaining 1Vails Vic�v Corridors
'� Varianccs
Fenccs
Y Parlang/Garagc Plat restrictions
✓ I
Tumu�g Radius
� Drivctivay(acccss and gadc)
`' Sno�v Storagc
'� Firc Access
. � �
, Design Review Action Form
rar�NOFV�r� �' TOWN OF VAIL
Project Name: Dauphinais residence Project Number: PRJ99-0260
Project Description: new single family residence
Owner, Address, and Phone: Pat Dauphinais
Dauphinais-Moseley Construction
Box 1515, Vail, CO 81658
476-8055
Architect/Contact, Address, and Phone: Same as above
Project Street Address: 1850 Lionsridge Loop
Legal Description: Lot 15, Dauphinais-Moseley Subdivision
Parcel Number: 210312209015 Building Name: Dauphinais residence
Comments: 2718 sq.ft. GRFA added (as per SDD # 22 regulation)
Board/Staff Action
Motion by: Hans Woldrich Action: Approve with condition
Seconded by: Melissa Greenauer
Vote: 5-0
Conditions: 1. that the architectural treatment of the entranceway and gable above the
living room window be modified and reviewed by staff
2. that the clipped roof be explored by staff
Town Planner: Ann Kjerulf
Date: 10/08/99 DRB Fee Paid: $20.00
Project Name: Dauphinais residence
Document 1
. . _ ����iq - c��.(� O
• - y�� �y�, �`°'"� Qucst�ons?�i tlic i'i<::.r:iny Sta:��t-:f�-�`.=�
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• `.
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��' APPLICATION FOR DESIGN REVIEW APPROVAL
TOWN OF YAIL �
GENERAL ]NFORMATiON
This application is for any projcct requiring Design Revicw approval. Any project requiring dcsign review must �
rcccive Design Review approval prior to submitting for a building permit. For specific information, see the subiiuttal
require►l�ents for the particular approva( that is requcsted. Thc application cannot be accepted until all the required
information is submittcd. Thc projcct may also nccd to bc rcvicwcd by thc Town Council and/or thc Planning and
Environn�cntal Con�mission. Dcsign Review Board approval cxpires one ycar after final approval unlcss a
building permit is issued and construction is started.
, .--� ��
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A. DESCRIPTION OF THE REQUEST: � ' 1 �`'! ���C% �
B. LOCATION OF PROPOSAL: LOT: � .7 BLOCK: FILING:UL4t,°����r'1G�� � ` ��,'�I.
,
PI-IYSICAL ADDRESS: I�''S C-' �IL'e'l 5�„IP��r �-� +�:✓�+ , �,•'��� . �.,.�_
C. PARCEL#:��I G�� 1 ��Lj�fJ I S (Contact Eagle Co. Assessors Office at 970-328-8640 for parcel #)
D. ZONING: � �Z
, r.
E. NAME OF OWNER(S): '�'1,���1 � �"St: c� � �
--. .� , . , - —<,.:
MAILING ADDRESS: `'� _
�
PHONE: C(-��, -�'SC% S }
--T F. OWNER(S) SIGNATURE(S):
G. NAME OF APPLICANT: !`t � '' ' r'�'-�� � �,1�t`
MAILING ADDRESS: L� �- '� , " ,:,, , �, ,, � `L%
_ PHONE: �-�; �i`'� '>�
H. TYPE OE REVIEW AND FEE:
� New Construcrion - $200 Construction of a new buiiding.
'�0 Addition- $50 includcs any adciition where square footagc is addcd to any residential or
commcrcial buildinb.
❑ Minor Alteradon - $20 Includes minor changes to buildings and site improvements,such as,
rcroofing,painting,window additions,landscaping,fences and retaining
walls, etc.
DRB fees are to be paid at the rime of submitt��l. Later,when applying for a building pennit,please identify
the accurate valuation of the project. The To�vn of Vail will adjust the fee according to the project valuation.
PLEASE SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF CONTMUNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD,
� VAIL, COLORADO 81657.
For Office Use Onlv: � , � f,�K<<
_ ., i f �Y' � � � � �; E ��;r �
Fee Paid.. il''� CK#: � �, By: � .
Appiication Date: DRB Meeting Date: �jC����''f��'�„ '
Pre-Application Mccting Datc:
�ate �e���M��
SEP 131999
,
• ,. � � .
I�IST OF PROPOSED MATERIALS
BUILDING MATERfALS: TYPE OF MATERIAL: L R:*
Roof � I . U �
f c� P �r,-�
��
J J �1 oti�:w�,:�� �%,��1; ��:.���n��e
Siding � l� �� � t1�'i �i,ii��' �' ^ ' `�'7�!-
Othcr Waii Matcrials = U► ' ��r��y� i , 1 t ;�,���\
� !l 'K-- i'�1l1k�Sc'�,-----�+�+�U�(��iA1'�b'1
�� �i1tE �v\ �'v ,, ,;���► SC��
Fascia G�111 . i��7 (�, L(:'�Qy ' �!�z 3 0`7
,,
� / ,� (,
Soffits ��'(i � � 1� .I'��/ � /�.h
,-�
Windows ��. �� y%i• z�: �'�
Window Trii�t .� �1��7 � L l�(��� _ �IL�IVt�i
Doors �
�� l�(���P���(�I��� �+�.�,� ��u ��`�
Door T'ri m �'��'u�(��_G!� S��)12,� �(�„�rV�� ��.% i��1��t'�-t.
, Hand or Dcck Rails � X�— ��i �,�(),��f{�
F�ucs (1a.�1�wv+���G1 — -
ei�t�i,��,ss 1�I�c�C' - - ------_
, /
� Chimncys � �I�LLC� � C � r � �� !'� � `�---
Trash Enclosures � /� � f—
Grecnhouscs
!�+—t� _ ---_-_-'
Rctainiii�Walls IT�J_I� �
Exterior Lighting** ��t/' 7�� � [�'�i `
Other '
* Please specify the manufacturer's color,number and attach a small color chip
** Al! extcrior lighting must meet the Town's Lighting Ordinance 18.54.050(J). If exterior lighting is proposed,
plcase indicate the nu►nber of fixhires and locations on a separatc lighting plan. Idenrify each fixture type and provide
the height above grade, l�unens output, lununous arca, and attach a cut sheet of the lighting fixtures.
2 U�dated 6/97
� � ., .
PROPO�ED UAND�CAP[N
Botanical Naiuc Con�mon Namc Qj a� nhtv �*
PROPOSED TREES
AND S�iRUBS: �
- e s���e
EX[STING TREES TO
aE REMOVED:
*Minimum rcquircmcnts for landscaping: dcciduous trccs -2 inch caliper
conifcrous trccs -6 fcct in hcight
shnibs -S gallons
�-� _S�uarc Footaee
GROUND COVER
SOD � -
SEED
IRRIGATION
TYPE OR METHOD OF
EROS[ON CONTROL
OTHER LANDSCAPE FEATURES�(retainin�walls,-fences,swimming pools,�etc.) P►ease specify. Indicate top and
bottom clevations of retaining walls. Maximum height of walls within the front setback is 3 feet. Maximum height of
walls elscwhcre on the property is 6 feet. -----
3 Ur�dated b/97
. �SO �l0�'° 21 �� �. ����
. l r,..y �
LIST OF PROf'OSEU MAT RE IALS
BUILDiNG MATERfAL : TYPE OF MATERIAL: COLOR:*
. � 1
/� �
Roof �� �.r !�/�G�L` � ��� r 1,�1,�I�LS�� '
' „? �" f y ��� '�li-�L?y �'►i�i� va.�1,1;f;l�.''tc"="4
Siding ,���'% ��:�LI���.f�t'�'���1,7 �'b�1'�u�►� �`'.."�t�.t �'�`)���"Jl.�.
/ i ,�,... .�iL'f'w r1,1 'i�v��i�i.�('�'�f���
Othcr Wall Matcrials `���;L�-G' l� �I�`�'�=- ����t't�����-�'P��.�k�:i��ii.�.' 'r �a%���s
r
iy � c!7� :� � .�11�i�IN�V� `�14�.��'�e���'1� �.���l�
t
Fascia ���1�3 /_-�`�? �,�' ��:•�tZi�' ��. �`�_ -�����1�i'"j
R '`
sott�r� ��.; �j � l� �ir `���'�.-�
Windows �
��� �� �
t t?��(� C..� ✓ �7 i'"��i.i:�`1,
Window Trim � �1 1�., �L �� 1/t i;' �'�c�7�� �4.5 I�C�1_�
.� �.�- t .�� S
.� _ �� �^ � ; � :.t.
Doors ��'L��� f��,�'.,J��%�'!, �� ��:L��ii,��.�
� , ,
.
Door'T'rim �f�,Lt'� � (%y°�� �.�;��1�� ��,,,, �=�1.�t i;'.
� r
, Haild or Dccl: Rails � � �--� ��i.: �����,4.��y�.��.
f-Iucs �1�'���ti�(f?�l� ---.. -�,-
Fl,�sliin�'� !-'�'��������f' L=�� . __.� -___-- .
v y ; .
�,.��,',,�V� . ., a „ �,r ; . ,
Chimncys � �����LC��-L� i' ��"1���,��_ L�G�? __�
�a h
Trash Encfosures
�{ ��
Grecnl�ouscs �l�, ` -
Rctaining Walls ����;
;
Exterior Lighting** '�.��V� � �� � �=-�L�-� —
� � , S��"�� � e
Other � '�
* Please specify the ii�anufacturer's color,number a�id attach a small color ci�ip .
, �
** All extcrior lighting niust meet the Town's Lighting Orciinar�cc 18.`�4.050(J). If exterior lighting is proposed,
Icase indicate thc numbcr of fixhires and locations on a separa.c lightin�plan. Identify cach fixture type a��d provide
the height above�ade, lumens output, luniinous area, and attach a cu*.sti�.;ct of the lightin�fixtures.
�
2 iJndated(/97
• � , . � •
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i
;
\ � ' _ �
��i i
I
�� ;
town of uai �
;
75 south irontage road office of community development ;
vail,colorado 81657 �
(303)479-2138 �
(303)479-2139 i
,�
'
June 21, 1991
I
, , �
;
Mr. Pat Dauphanais ;
P.O. Box 1515 i
Vail, CO 81658 '
J �
Re: Revocable Right-of-Way Permit for Dauphanais-Mosely Subd(visfon �
Dear Pat:
After speaking with Kristan Pritz regarding your concern with filing revocable right-of-way
permits for individual lots on the above project, I spoke with Greg Hall about the issue. It is
our feeling that it will be possible to file only two revocable right-of-ways for the projoct. One
will cover landscaping and site walls for the landscaping associaled with Lots 1-24. For this,
we will reference tl�e proposed landscaping plan for the subdivision. Greg will review each Ict
at the time of submittal, and may have comments and concerns as the landscape plan
develops.
The entry landscaping will be on an individual permit which references the approved design of
this area.
Should you have any questions, please do not hesitate to call me at 479-2138.
' cerely,
elly Mello
Town Planner
/ab
cc: Greg Hall
Kristan Pritz
E
• � ' . •
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� ��� �c i� � �I��v'(�t W�l1� l}11M'l.S
SWz � � � 1�� ►�
C� � (7 � Ov�, �� (y v o v✓'u!��
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� P u b I i c S e rv i c e�� Public Service
Company of Colorado
' P.O.Box 430
� ' , Mintum,C081645
13031949-5781
Auqust 2, 1990
7.bum Of Vail
Community �e��elopirent L)enartrrrent
Attn: kristan Pritz, Director
75 South Frontage Roaa ,_
Vail, � 81657
Dear Krist.�.n,
Please allow this lettxr to serve as evidence that D.M.C., �
Inc. , the develo;�er of Lots 1-19 Lions Ridge Lane, has
sati.sfiecl Pu},li_c Servi.ce Corimany's mc�t.lest re-nuirermnts. A7..1
necessary natural qas syst_e�n designs are a�mplets at this tiur�.
D.�i.C. II1C. has signed tlze necessa�j facility aqre�nt and
remitted the r.c�c�tu.recl cash oontribution for the facility in-
stallation. �
Increased c�emand for Puk�lic Service C:ong�any's services
clurina this year, anc? tlie l.imited mannower to satisf.y this c1e-
mand will rec�uire efficient job schedulinq. Public Service
C:o�any cre�as are prer?ared to ��egin construction at this time.
Please let me knaw if I may �e of additional assistance
in providing inf_orniation related to this development.
Sin ly,
c� 1
Eag 'strict Representative
C�3:l.mb
. -
I--IOL�' Q:t�(_)�� l .�__1_:( :" 1 �1-:1�: ;�`.��C��;1�-��I�1�N, I NC.
37�)9 1111�11�1'.\1' �i' AR(:A COD!:
I'. O. I)R:\N 1•:H ?:in
3QJ
G1,1•:NW<)OI) tiPRINi;S. ('(JLOR.AI>�) ;;I�,n' 945-5491
r � .
August 2, 1990
Ms. Kristin Pritz
Planning Dept. , To��n of Vail
% Dauphinais-Mosely Construction, In:c.
i'�1r. Pat Dauphi nai s .
P.O. Gox 1515 �
Uail , C0. 81658
RE: Lionsridge, Lots 1-19 Resubdivision
Electrical Service
Dear Kristin:
floly Cross Electric Association, Inc. is in the process of completirg our
priinary electric installation within the aoove mentioned project. We
have already received funds from Dauphinais-Mosely Construction, Ir�c. �or the
estiinated cost of this project. Priinary electrical service instal1ation
should be completec; by mid-August.
Should you have any questions, please call me at 303-949-5892.
Sincerely, •
HOLY CROSS ELECTRIC ASSOCIATIOfJ, Inc.
r , �� �
,=�� ���!c���1.
Ted Fluskey `�
Engineering Service Supervisor
TH: lw
W/0;#12235:5167:Lionsridge, Lots 1-19 Resubdivision
i
_ --�
� . � �
----— -. __--. _ --- _ - -- _ -
_ .._.._ __— _---------
HLritage Cablevision
� � !'.�). R�,x 43��
�
. ,����� ��<«.��r�����i
��,�.�in, l�nlc�r;i��c> �`316?t�
� ; >c�;) '>��?-�5530 .
Augusl- 'L , 1990
To whom it may concern ,
lieritage Caulevision �aill provide cable service to
Clie llauphinais-Moseley sub�livision , Fil.ing 411 . At this
time the cable is in place at Lliis site . �,
Sincerely ,
L��^-� ,�J ,�,�,�..._Q.,.
Mark G . Guzinski
Fleritage Cablevision
Lead Technician
r'
.
, �����l���i� 'rrr �r"
COMMUNlCAT,ONS QQ
�,QoX 3CJ50
viLLc���, C'��L�, �'O�/35
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7.5 s _ ��'�i���1.9�' ,�'. ��
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SUBJECT: ��D�-S ��C�LY� �C�UC��V�S�Q� ��Ll/.�`> IUD, S ,,
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COMMUNICATIONS Q
;: .D�,o� �'C'o/�/nl.�����1�eV��i�>���� l�i-�7/L.
EXGHANGE
T"owr� �' v� �L. � �1c,c�� � ,9�
DATE
%o Cvhorr� z� /���/ �rr��er'r� — ��S �J�s f f?�'es�/��L�
f�-�S ��9�����/�°S 1 i� fo 7�i�� ��--DV� /���/��ic;����G� �r'�'�
�hi�h u�e�-� �l���d �-�-a�u- ��r���io�� �9i>�z'_ To
G'���� S�ec� ��i���lorls Gl5 GU�sf- l,��L L �� r��-L_� TO
�iaY�c�� C�-�i�-�r������i���ic��� s�rv'i�es ,�� 7"f�is �r�.�
��i>�'��9 7� Ca��,��e-�ic» �' �c��' �a��D.�r��/o�s,
�� .Z ��r� �e a� ��������-��L,o.����sC ��L� �1�
��'� -��8- ���:0 �
APPROVED: � YOURSTRULY,
B Y g JT7l/�YJ� �/'/.��`i//�/�J�1i7'✓
TITI.E: TiTi G. /�'X�!' � �
- . � .�r'
� UPPER EAGl�E VALLEY
�� WA�ER AND SAMIiAT10N DISTRICiS
� 3nn Fn���si nuno • vai_cn�oanoo etev
��on�vr �aeo
i � . .
August 2, 1990
lis. Rristan Pritz
To�an of Vail Community Development
75 South Frontage Road
Vail , Colorado 81657 .
ke: Dauphinais-Eioseley Subdivision
Filing 1 , Vail , Colorado (2�4 Single
family lots and 1 duplex lotl
Dear t�s. Pritz: � -
The Vail Valley Consolidated t7ater District and Upper Eagle Valley
Cc�nsolidated Sanitation District will provide domestic bater servica and sever
service to the above reTerenced development .
The Districts have excess capacity to process domestic �ater to its
r.onstituents at the present time. Accordingly, upon compliance vitli the Rules
arid Regulations and r.r,e payment of appropriate tap fees , the Districts will
provide domestic Water service and seuer service. Construction of all main
line extensions is the responsibility of the developer; however, all
construction dra!�ings must be preapproved by the District.
Any additional fire service, ( i .e. , fire tiydrants) , that need to be added to
those already existing vill be at the expense of those requesting the servire.
The addition of Backflo�! Prevention Devices on the Fire Service and on the
Domestic t�ater Service, �here required, are necessary.
Sincerely,
UPPER EAGLE VALLEY CONSOLIDATED
SANITATION DISTRICT
�futx� .1J. ����—
Fred S. Haslee
District Regulations Administrator
FSH:,�am
� PARTICIPAT�NG DISTRIC75 -- Q��Rnwl�EAD MGTNO WAiER�AvCiN htt���O v�nlER�E3Fl�'✓ER�REEK METRO WATER�BERRV CRLEK METRO Wc.�ER CLEAN
EA(iLF_\/Alt.Mt fHp WA itFl�f_UWA43U5 ME:Tfit)'JJ.1Il N�1.�1N1�l�iLl�_4(�+tt.ill)!)W'i WA f F�R�1./(�f�E.fi L!1liLE VALLEV CC1NSOl.IUO.TEU SANITATION
�/f.11 `J.11ll �. �rl ,r III�/'.II ,�I!.It�� '.II '. .�I! � 1ii11'.'.1111 '�II���� 1