HomeMy WebLinkAboutDRB120387 ��i�r� I���i�� ���
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Project Name: KERR WINDOW CHANGE/EXT REPAIRS DRB Number: DR6120387
Project Description:
MINOR WINDOW CHANGE AND REPAIRS. REVIEW OF WALKWAY AND EXTERIOR REPAIRS.
Participants:
OWNER KERR, ANN J. &EDWIN PIERCE, 08/21/2012
4700 E OXFORD AVE
CHERRY HILLS VILLAGE
CO 80013-5118
APPLICANT KERR, ANN J. &EDWIN PIERCE, 08/21/2012
4700 E OXFORD AVE
CHERRY HILLS VILLAGE
CO 80013-5118
Project Address: 1395 WESTHAVEN DR VAIL Location:
Legal Description: Lot: 52 Block: Subdivision: GLEN LYON SU6.
Parcel Number: 2103-121-0602-2
Comments: See conditions
BOARD/STAFF ACTION
Motion By: Action: STAFFAPP
Second By:
Vote: Date of Approval: 08/22/2012
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
(PLAN): DRB approval shall not become valid for 20 days following the date of
approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.
Cond: 202
(PLAN): Approval of this project shall lapse and become void one (1) year following
the date of final approval, unless a building permit is issued and construction is
commenced and is diligently pursued toward completion.
Cond: CON0012748
The applicant shall match all materials, textures, and colors to those existing
currently on the structure.
Planner: Warren Campbell DRB Fee Paid: $20.00
• Department of Community Development
75 South Frontage Road
TOWN QF VAII ' ; va�i, co s�ss7
Tel: 970-479-2128
www.vailgov.com
Development Review Coordinator
Application for Design Review
Changes to Approved Plans
General Information: This application is for all changes to approved plans prior to Certificate of Occupancy.
An application for Design Review cannot be accepted until all required information is received by the Commu- '�
nity development Department. Design Review approval expires one year from the date of approval, unless a !
building permit is issued and construction commences.
Submittal Requirements: �� [� � [� � � ��
1. Three (3)copies of all pertinent approved plans with illustrated, labeled changes �i��
2. Joint Property Gwner Vliriiten Approval Letter, if appiicable. ' A U G 2 O 2 O�Z
��� I� WG :00
;!.a q
� �'�WN �'JF VAi'��.. �
Fee; $20
Single Family � Duplex Multi-Family Commercial
Description of the Request: �ql�yf �r'GV�/d� ��`✓A�j�/��j 7'���'�r�oar��,�- ��
S
�3� X� 8 �o /2 Showin �,n�f w��dow �h an e t �-e ^ i r
Physical Address: /,5 d fi'h e �l 1/e
Parcel Number: �j�/Q 3•�Zf-p2 2 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Property Owner: �% 1''
Mailing Address: �0 � Qx'��rp� �✓� � (/�"21'rv� �j�J�S V/��A 9�
�?�Q�lr�/'O��'l,� GO 84/f�i-s/l $ Phone:
Owner's Signature:
Primary ContacU Owner Representative: .�
Mailing Address: /��� �OX 8�i3 Z /`�Y�"YI �'O 8/(0 � O
Phone: 9�(y ' 7�8 /S U`/�
E-Mail: �i'N� Qr �'�'i(�ti� tc Fax: —
co�/vJ c�f .h�
For Office Use Only:
Cash_ CC_ Visa/ MC Last 4 CC# Exp. Date: Auth # Check# �J
Fee Paid: � oG���(� Received From:�ARI. �2LlE,�F(L
Meeting Date: DRB No.:
Planner: �G Project No: � �
Zoning: Land Use:
Location of the ProposaL• Lot:� Block: Subdivision: G° LEwr, �.ynv.�„�(a�,Q►,���S 1 O,t..)
i
. ����. � .
�
TOW�1 OF VA1� ° ;:
JO1NT PROPERTY OWNER
WRITTEN APPROVAL LETTER
The applicant must submit written joint property owner approval for applications affecting shared ownership properties
such as duplex, condominium, and multi-tenant buildings. This form, or similar written correspondence, must be com-
pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con-
dominium or multi-tenant building. A►I completed forms must be submitted with the applicants completed application.
, \ .
I, (print name) �A"R� L �„~ `�P°'"� �� � (.P � , a joint owner, or authority of the association,
of property located at ��/S h/�sfb a��h , provide this letter as written
approval of the plans dated � l6 'I2 which have been submitted to the
Town of Vail Community Development Department for the proposed improvements to be completed at the address not-
ed above. I understand that the proposed improvements include:
7"l�r�ee �rcRs �f �epa�r �Se�e �ofc5 .r� �a ye �9-I�l�
/• Shor��r d� e�(�er,"e � �/✓^/� V✓ h O Vlfi���t� C Ltq r �
' ------ �•� lQ-�l/rt�� Da�i�a 0� l'Yl��r ,l2�G�rBOrYI, A YI� rt?t h o{ �''�i l�'n t
t e �►[ ��.,''S�-,'�, wi� ol o�r �o lo re a t��s f �^!�/ S���'Wi%ar �.,,d w
�'Vl�t."�vh 2 1 S �/ n W%n DW GD�Or �a d� `�G r, G/�• m �J�f
3• t4 vwr o� r v�, v ",r'h
�e I c e r� vm n s �a�" r n
(Signature) � .��`�(Date) � f(�
���-� �/R
Additionally, please check the statement below which is most applicable to you:
1 understand that minor modifications may be made to the plans over the course of the review process to ensure compli-
th the Town's applicable codes and regulations.
itial here)
u derstand that all modifications, minor or otherwise, which are made to the plans over the course of the review pro-
, be brought to my attention by the applicant for additiona!approval before undergoing further review by the Town.
e���
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nitial here)
f
PROPOSED MATERIALS
Buildinq Materials Type of Material Color
Roof �n��'161�'LG%�i�J�
Siding ��C1
Other Wall Materials S/l/1 Lf.� /"e/�(// � �Y1dj�r-i� � ,7G' �`��v/'I
Fascia U�'1 G 11011"��
sot�ts vr1 G'h�In �iP�
^ L. L'_ 1 � y^ ,
Windows l,�VdO �' C%�GT�l�YU�lO� IU y►'�G��T/�l ° �1�,-i'//l��L.fl_L�
Window Trim � �flj'��I �i.7�'�G l�r r''�a��/� ° /� f'J�l�j 77/�
Doors � (/���l �'I GJE'�i/
Door Trim (r�n � �'�'1 �J��
Hand or Deck Rails Uf'1 Ll�i�1✓►�I e�'I
Flues (i1�t G�EiI r'il l� �i� c!�
Fiashing (��y� ' �i1��
Chimneys U 1/L C�A r''� �%l C�
Trash Enclosures j/�'I ���d1 GJ �C/I
Greenhouses (/Yl �'t�'l Y�Gj-��j
Retaining Walls 1.�� ����1
Exterior Lighting � ��u 1��?.P��
Other
I
Notes:
Piease specify the manufacturer's name, the color name and number and attach a color chip.
Heritage Collection
White Linen Sandstone
C001 032 003 043
O
L
O Seawolf Gull Gray Slate Gray Light Blue
044 007 045
R '
" `� Slate Blue Teal Patina Green Hemlock Green
008 047 051 048
S
E
L
Sage Green Forest Green Evergreen Green
E005 049 009 004
C
T
O Hartford Green Greek Olive Moss Caramel
050 081 031 052
R
Terra Cotta Clay Colonial Red Harvest Cranberry
053 026 054 010
This is a lab prepared color standard.A degree of variation may occur on production line coatings.
� — — — — — �
EXIST. 6X6 C4LUMN NEARES I I
EXIST. 6X6 POST (VERIFY GARAGE DOOR IS
aEARiN�� coMPROMisEO. v��iFV AR E A 0 N E �P A G E A 1.1): I
- ` -- SUITABLE BEARiNG TO CONC.
EXTERI QR EX1Si�. S74NE CAP SEFORE REPLACING 6X6 SNORfNG UP WALKWAY AND
Ex�s�. �" STONE WIQTII6FTOPOF REPLACEMNET OF COLUMN I STRUGTURAL GE�IERA� �JaTES STRU �TURA� SPE�I �ICAT10�1S
t �,j���,,� r A �l VENEER qr CONCRETE WALL
�r�r �r�r f� T EXIS7. BITUTHENE UNEART}iED AT FIEID I
WATERPROOFIN6 RESEARCH (VERIFY _ _ _ _ Atl fram3ng lumber to be Wolmanized #2 Hem-Fir or better.
EXIST. 2X6 WAtL CONST. pEP�) EXIST. WAIL, RIM JOIST ANd �
Wf PlYW00D SNEATHING SILI EXPOSED TO WET SQIL � This structura has been designed to meet tha requirements of the 2009 Ail aonnectian hardware to be by the Simpson Company.
����=1 ��1=��1����=�11=��i IF WATERPROOF�NG IS - - - - - � I internakionai Residentiol Code with amendments as adopted by the Town of Vail. AI! exteriar Iaw levei deoking to be 2x6 ftedwood.
(� II h If=1 -T�11=) I1=�, DAMAGED Oft EXIST. 1HIN FL4GSTONE
G A R A l7 E EXIST. WAiERPR00f1NG � - - ���,-�-_����-
(PftESU�iED UP WAIIS� � (�� � � -�a � ���""� N4N-GONIINUOUS i � � Ail omissians or oon#licts between various elements of the working drawings Aii fioor decking to be Woimanized 3/4" C-D Ext-APA 48/24 T&G piywood. Glue
EXIST, CEMENT SETi1NG
'�.�' :=j �=���-�( �((.� (-��= andfor specifications shall be brough# to the attention of fhe Structural Enginear sheathing to joists with PL400 and naii with 10d C�D 6" 4.C. at pane! edges
EXIST. 1NIN FIAGSTON ' . � °���������-� �ED i � before proceedi��g with any wark sa invatved. The General Contractor shali verify and 12" o.a, in the field.
`° ' ' ' ��'{h�¢���T EXIST 3 2X10 HEADER TO 1 ( I
N . • • ���'�_� ���"�(�. { ) � ' alt dimensians and condikions at the job site and shali be responsibie for the AII sxterior walis to be sheathed with '�" Q.S,B. Nai� with 8d C� 6° o.c. at panei
EXIST. CEMENT �f=����=�T- REMAIN {RE: S1RUC. ENG} 1&d TOE-NAIL BOT}i SIDES � I means> methods, teahniques, sequenaes and pracedures assoai�ted with this
NEW 16� TOE-NAILS SETIING BEQ . . . .=I I�=I I I=I1�_�I-1� (T.Y.P. � � � � ( • edges and 12" o.c. in the fieid.
: �f_��Y� ,��' �'u ) ._j project. F'urthermore, he shali be responsibie for coordination of atI work and
BOTN SfDES(TYP ALL EXISL COMPROMISED � : : : : f-17�(°-T=�j����i;��.I ' -- � materials inctuding those furnished by subcantractars. Ttie Structurat Engineer All concrete to ottain a oornpressive strength of 2900 psi in 28 days.
NEW J41SFS) JOISTS AND PLYWOQD � ' . ' . ' . ' I° {=��-�II-III� � l sholl be contacted during the constructian phase to make the joa site inspections
(VERIFY) : , � : _ , • : : � ���'���_� � �����.�.�...,� necessory to confirm that the actuol field conditions are consistent wifh the Ali reinforcing bars to be Grade 60.
. Ti=1�1=i i f�r=(11� — —
:�
-����=�(-+f' �� I design assumptions and that the construction is proaeeding according #o the q�� tube steei sectians shalS conform to ASTt�i A50Q Specificatio�s.
NEW�STA24 STRAP " � ' . ' . ��������-��'� ( ■ • � plans and specificatiorrs.
T1E BQiN SIdES �°S�. � � • � � �� ��-�� _ � Ali steel plotes and angies shoil conform ta ASTM A36 Specifications.
--�-- _
_� - . _
� . . . 1=1� #�.�I�' _ T
_,� • ' • � • ' •1=1��II� =1 ll=�ll=1{1=I1" L� 1 ��g I oads Use esign:
� Live �. d in D
• �=j� ��=���. ����- !�`�"°'�" � Roof 80 psf There are no special inspections required for epoxy grouted dowels
� . ; _ : . ; , : �T���� ���_�= � � ' � Flaors 40 psf used to exte�d the top of the existing sputh faundafion wall.
��=���=)� � �-:-���-
. : i�lll��llf��ll(; _ _ _ _ _ T_I� IT � � � ' ( Ee t quake sesmic za�e C
NEW'fREATEd 3�4° ' . � . ' . I-III�II°II' � �_� ° NEW TREATED 2X � Wind 90 mph, 3 Seeond Gust
PLWOOD BETWEEN EXiST � . � . � . � . li-IN�I~ I� 1 II� BLOCKING (RIPPED � ( �
JQISTS . ' � ��--� COMPROMISED JOISTS �( �-
_ , , . , � 1�����. �_� � � TO FlT) � .����,���s��,.�,�...,� � The foundatfon design far this residence is based upan the assumed bearing
• ' • ' � ' ' 1=I1�� & PLYWQ�D (VERIFY) �(�I (RE:STRUCT. ENG.) ' � � �• •
� � � 1°I�I�� -1_I oapacity of 1504 psf.
. ' . . . _��'�= -���� � � _ � A licensed Soils Engineer shail be contacted during excavation to
' ' ' ���=� NEW 1REATED 3/4" PlYW00D �_- XIST. 2X10 J41STS C�. � � — inspect the site and confirm that conditions are cansistent wifh khis
' � ' • ' • '1=111-III� PANELS BET1'tEEN EXISTING - t&° O.C. TO REMAiN I , � assumption. The General Contractor should raviaw the Soifs Engineer's report
(i) !�_� � I� LC�T �2A and follow its recommendations far excavQtion, bockfiilin rodin and droino e
COMPR4MISED PLYWOOD AN NEW TREAiEO 2Xi0 EXIST. 2X10 . : - ' II-ilf= JOlSTS- GLUE TO TOP OF NEW I I!= 9� 9 9 9
JOISTS NOT ADDRESSED IN JOlSTS ON EiTHER JOISTS �16" O.C. ' . ' . ' ��]���� NEW TtiEATEO 2 2Xi0 2X10'S FATH PL400 � I� II: EXIST. BUILT UP � ' systems.
THlS DETAIL SIDE Of EXIS7 JpIST � • � I=111=� HEADER W1+ERE OCCURS IN ���_��-� SiLI TO REMAIN — (
(TYP AT ALL JOISTS ��T. BUILT UP : . (=�I F PLAN (RE: STRUG ENG) �!���� EXISL 1REATED ��� — — — — —�
GLUE WITH PL40d & S�u- � ' � (-� NEW TREATED 2X10 JOISTS ON �r(= ����
-1 I�I G EIIHER SIDE OF EXISTiNG JOI5T �_�i� 2xs wooa si� A R E A TWO (D R V�lG A 1.2�: �
NAIL W/TWO RQWS EXIST. TREATED 2X6 � � � �(-�� GLUE W3TH PL400 &NAIL WITH 11=1 I1=1I I-� TO REMAIN
NEW(3) 2X14 HEADER $d ��°o.C. �000 s�u : � : � : � v���= E����—�r- I AREA TNREE (PAGE A1.3�:
� f-� (2) ROWS 8d NAIIS �6� o.�. „ �'r, REPAIR MASTER BEDROOM
w�� �roP oF HE�oER : : : .e—�T^ r�Ew-��a,-�o �3} 2x�o �ii�---11T=1�= REPLACEMNET OF COLUMNS
AT BOTTOM OF NEW ' �=�11=1 HEADERS VJHERE OCCUR IN I`II-111�11� I PATiQ RAILING AND REBUILD }
�s �a�srs� : : : : : : : : ; �������j P� N�w�EA�o 2x4 wnu vn� �r���E`- II f ADDITION OF l�EW COLUMN P R C) J E C T 1 N F CJ R M A T ( C? N
NEW RAMSET A34 ' . ' . ' . I � 1 1- N O P L Y W O O D O R l N S U L T O I C-I I��=�1��-T. I O F W A L� S E L O W P A T I O
FRAMING ANGLE ON • �� ����` SUPPQRT NEW SISTEREd JOISTS �� T=��-��= A N D R E P A i R 0 F LO WE R
N E 4 4(3) 2 x 6 G O L U M N O N E S I D E ' . � ��_ -S T U D S A T 1 6" O.C. �1-II I I�I I
� il- I=1 i� i�i T(- ADDRES�: I�OT 52A, GLEN LYaN SUBDIV, VA#L, CO
BEARING ON FOOT1NG � � � . I-11 (1= _��(I-I I� — —
� . � . . � : ��a� �� �����_����,�r LEVEL DECK
� � � � � � � � l i�i - I1=1�=i1i=�f {1415#A WESTHAVEN}
. . . . : �T -� =tli-11�1-�(- J �
RAMSET SILL PIATE 70
� � � � � � � � I--�(-I�( Ti�=i(f-�1
. . . . � I(�il��: FOOTING W11H �° o.o. �� -�I I=iTi� ( ——.———— —....—--
=,J=�1���� RAMSETS �16"O.C. �-1 1=1 I � P .. - L
f-�I(=1 1=!!(=1 -I I(-� REPAiR CONC. STEM WALL �I=�(=
� _� � !ii-41=11�1-ill-�f�i=`iTl> P4UR (UNKNOWN � ��I�T � LQT AF�EA: 0.29 ACRE�'u
„�+--m f�1 I€=�TI��i 1=' =I I I-1 I(a
1�1�I 1=1 I I I I Iil I 1�1 I�I I�I DIMEt�SiONS, CdNST.. {-I ITI-I 1-� - -
- I=1)� I.� ( II-II If 1���1=11�I1=11{= REINFORCEMENT BELOW TOP � =II�=�=L-'�� ' �� _ � _ — —
�-T_I-�=i =���(�'11-I i _i=� 1�=iti��� =l�i- �i�1=�=1I-��-� oF wau.) i�����-ll-�i TI=IIN�i��-1 ___� ' �(1�� UNIT STAT�.: 3 087 SC� FT LiViNG {ASSESSQR REGQRD)
,�I���I��-I I I�lTi �1 I��� I� 1=�1 I !I I�.-1`-f.�l�������- 1��, r���� I 1�I{�(��f�� I ��_I I G,-�!I I I������I I�1..-.' =li 1�-TI=1��TI=I�f=T(-1TI 1(�I I 1-1 I i�I I-111=11 f�l k 1=� '
l i I�I I��I=fT(=i1�=1{9=I I I 1 I-I I I--' -I 1 I`-(I t I I i-i� �"-"-—!�••-----�i-•'�
�� _�� v i.F._ 1�1� =�E� �� v�.F, l� � - .
� =i1T_ �� T�11=i r��i��Tf �i1_�-�-i11�T}1==1� � 11..�-1TE�.-ii[?I I- ► 1`I f_1 i i i(-�-��-1�1=!=1�l=7'� :��i-( �T1-I�i=((i=T_I=11i �il C=1;;'�11=11(- -�l f;
; ��I I�I��I I=-ITI=�1 I_i-ITI-_ �f f-=� I-1 I{--IT-�� '.1L-lil� I_I I.I�lT=l I I�T;!,�j(1=i I I�TI��(�11-i j,-�f I�T"� I-T.-,��I I�.;iTl��il l� I-1I1=iTF�I�{T=11 f�=�11� YF2. B U 1 LT 1989-1990
'1��i,�`-iJl- --I=1 I i�i l-1 I-I��-�T_I-1 I I�-=1��.�(�t-, �s..�u»�t-i u=� - ; -���41 I N!{��{-I�I I 1��-��I�I I-�ITI-
' �`'-��,fI��ITi it=lll=il�---�4l-i �-,1��'_ � ��: ���i��=���III=�'� BLaING C{�DE: IRC 20Q9
������ �-�-�_- � P LAN C3 F D U P LEX
��________ ______________________�____________________.
A1.1 SCALE: 3/�2" — 1'-4�' _____��.�___. ___________�__� c�wr���s: �700 E OXF�RD AVE�
�. SECTfC�N AT GARA�E/�NA�KWAY � SECTION AT WALKWAY/DRIVEWAY cH�R�� N����v����GE
A1 SCALE: �"_ ��-O�� A1 SCALE: �"_ '��-Q,�
ENGLEW(3C?D, CC7 801�3-5118
- - - EXIST. COMPROMISED 6X6 CO�UMN ABOVE FLOOR LEVE� TO ��Q,���;� [������PTIC�N
E X TE R I O R � � BE REPACED AFTER SUITABLE BEARING IS VERIFIED. ALTERNATE
BEARING MAY REQUIRE ANGLE IRON ATTACHED TO NEW 6X6
WALI'{WA Y — � A�.� AND ADJACENT CONCRETE WA�L (RE: STRUC ENG) TH� PLANS, SECTfON�AND EL.EVATIQNS PRUVIDE
exisr. sxs �osr(v�Ri� � W�'�RMAT{4N t�N (3�AREAS OF THE RESIDENCE TF-!AT
REG2UIRE i�EPAIR OF C3EGRAC}ED STRUCTURAL E�EMENTS
sEA�fNC� I OF�NUNKN4WNAT CKNESS� DUE TO M(71STURE EXPOSURE AND INFILTRATiC?N
EXIST. STONE CAP
tt �xisr. s" sraNE nPPAREMr roP oF I � DEPTN AND REINFORCEMENT
VENEER C4NCRETE WAIi.UNEAEtTHED ���A�
DURING FlElO STUOY 0� THE F2EPAfRS SHaWN ARE iNTENDED TC7 STABILIZE THE
EXIST. BItUTHENE EXISTING PIANTER (VERIFY
_ WATERPROpFlNG pEP�� STRUCTl1RE UF THE GOVERED EXTERIOR WALKWAY F(�R
�cisT. 2xs wnu� coNST. I GCtNT1R1UED SAFE U�E. THE FLQOR STRUCTURE dF THE
wA��, Ri�t �oisT nNti s��� WA�KWAY {WC)OD FLC?OR J{)lST�ANC7 PLYW(�OD DECKING}
Wj PLYWOOD SHEA'fiilNG � �� �; E�flsEO To wET so�� iF EXISTING 2X10 JOISTS AT HAS QETERIORATED DUE TC)WATER WFILTRATION 4VER
0��-� ��` WATERPROOFING 1S DAMAGED I I 16"O.C. Wj NEW TREA7ED MANY YEARS, SC?URCES OF WATER INFILTRATiOt� FROM
EX1ST. CEMENT STUCCd � (_ �°��==�j
�E� SYSTEM � �-y�j����� OR NON-CONTlNUOUS AND IF �
i REPAIR POUR DOES NOT 2X10 JOISTS TO BE PLACED
EXIST. WATERPR4QFING R .l(I�TI-il-i` CONTINUE BEIOW WOOD SILL ( P�.ANTER WALLS SHAL.L BE ELIMINATED WHERE POSSIBLE.
(PRESUMED UP WAILS) N : � ���=� �=�= coNSr�uc�oN ON EACH SIDE OF EX(STING
14-i1 11=' I I THIS SHORING IS BEI(VG UNDERTAKEN INSTEAD OF
Exist. r�iN �tncstoNE . I=_1=�` JOIST FOR FUL� LENGTH OF
i�11 ��_ NEW TREATEd 2X JOIST -TYPICAL ALL JOISTS REBUILDING THE WA�KWAY AND P�ANTER TO CURRENT
CEMENT SETIING BED ; ��=a�-' a�ocxirtc (RaPpE� NEW FRAMED WA��-2X4 AT ( STANDARDS SECAUSE A MAJOR REMOC7EL OF UNIT 52A{S
: ���1lI� To �T) 16"O.C. TO BEAR ON EXIST ( ( ( (RE:STRUC. ENG.) C�}NTEMPL.ATECt WITHIN 1-Z YEARS WNICH MAY CMANGE THE
. l I-1 (RE:SIRUCT. ENG.)
( I I WALKWAY AND PLANTER SIGNIFICANTLY.
i(-IIT CONCRETE FOOTING
� �I_(�'I
'�����° 23/" O.D. METAL GAS tINE I AREA 2
� ' (I-I I=
; i!l���_�_ NEW {3) 2X10 HEADER
EX1ST. ElEC1RICAl CdNDUIT 7HE REPAIRS SHQWN ARE INTENDEL�TQ REMEQY PATIO
`� - - - - - � _►�tt� (soMEVniAT�xie�) I BELOW EXISING J01STS (RE: DRAINAGE ISSUES pND STRU�TURAL DAMAGE QUE TO
� ����� STRUC. ENG`
T���� CONDUIF ` WATER DRAINING FROM THE MASTER PATlO INTQ THE WALL
Ex�snNC 2 x �o�ocfR - NEW FRAMED WA�i�-2X6 A7
WJ SIMPS4N HANGERS TO • '��.. - � " BELC�W. THE PATIt.� REPAIR REQUIRES A MIN(JR EXTENSION
ftEMAIN � � Y��� EXIST. BUILT UP Sill (ACTUAI _ � � _ � � I 16 O.C. TO BEAR ON EXIST
rttw r�Fnt�Q 2x�a's � � ���- CONFIGURATION SHOW1N� I NEW (3) 2X6 COLUMN WITN CONCRETE 5�AB CtF THE PATIO, I�EW RAILING ATTAGHMENT, REPLACEMENT
�� ora EacH sioE oF � ��-_-��(_� S16NIFICANT DISPIACEMENT AND I TREATED SILL PLATE TO tJF DECKING C7N SLEEPERS AND REPAlR OR REPLACEMENT
NEW HUS2i0-3 HANGERS EXISTiNG JOIST-GLUE ' . ' . -j(=� PRpBne� �At�ACE Ta BEAR ON F0011NG t7F PATIQ DOOR. REPAIR QF TME WALL BELOW WI�L REQUiRE
Wi1H PL400 & NA1L W1TN � � ��(��-' WATERPROOFING}
(2a �ows sd s° o.c. . ������� NEW (3) 2X6 COLUMN WITN I (RE;STRUC. ENG.) REBUIDIhJ� aF THE WALL W{TH CONVENTIONAL FRAMING
' : . . ��TI�� TREATED SILL PLATE TO I DOWN TC7 THE TOP (�F AN E�CTENDED CQ�ICRETE �TEM WALL.
: I i il Ex�sr. coNC. s�M BEAR ON FOQTING
wnu v�� uNKNOwm NEW �INISHES ARE Ta TC7 MATCH EXISTiNG.
, NEW TREAlED 3i4° PLYWOOQ ��`�-�- WATER-PRO(}FlNG NEW �3� 2X6 CO�UMN WITH
PANEIS BETWEEN EXISTING ' . " �=1�
JOISTS- GLUE 74 TOP OF NEW . ����" (BULGED & CRACKED) TREATED SILL PLATE TQ �J
2xa's v�r� P�aoo : : �,�=� EXIST {3) 2X10 HEADER � I 4 BEAR ON CQNCRETE SLAB
M E D I A R O O M � F�USH WITH EXiST JOISTS A3.� AREA 3
" =�I=T�1 TWC? GULUMNS SUPPC)RTING THE PORCH NEAR THE RIVER
B A S E M E N T ��� A�.� WILC. REQUIRE R�PLACEMENT DUE TQ �ETERI4RATI4f�. AN
� � � � t�- EXISTING (3) 2X6 CO�UMN ADDITIQNAL CC}LUM�1 WfLL BE BE RQUIREC� l'C? B� ADDED
�' �Iil �II � BEARiNG ON FOOTING � � — — — — — — — _.. � � T � � _._._ MID-SPAN UNDER THE SAME PQR�H !N C�RDER Tt� REDUGE
� • � ��'T REPAiR CONC. 5TEM WALL '�'—
r '"' NEw 2xs wn��w/No � � _ PouR (uNKNOwN DECK QE.FLECTIC?N AND INCREASE STABIL.{TY
- __ __`�.�.___.._ __.FLYl't00D SHEATHING . . � . -j�(j���� DIMENSlONS. CONST.,
°S OR INSUL T4 ALLOW � • (1=�TF RE1NfORCEMENT BELOW TOP NEW NUS210-3 HANGER —
EXIST. 1REATEO MUD SiC1 MONITORING OF EXIST f=���`� Of WALL) /�*
CQNCRETE WAi.L AND � � �1.7 E N E f� A L N 0► T E �
P�� BUILT-UP SIIL{RE: r
Ex�sT. P�vwoo� � � : �-'�="j EXISTING 2X10 JOISTS AT
STRUC ENG.)
SHEA1HiNG �T= EXIST. CONC. SlAB (MAY NEW (3) TREATED 2Xi0 16"O.G. W NEW TREATED 1. THE DUPLEX PLAN HA8 BEEN DRAWN BASED QN
EXIST. 2 X 1Q'S� : . ; . �I��= HAVE BEEN POURED Tfl HEADER / ORIG NA� GUNSTR CTI S
2X10 JQISTS TO BE PLACEQ I U t7N CtRAWING BY"N4VA
is o.c. r�Ew 2xs ��a�o � �" sTAeiuzE Mov�MENr e,�sE ON EACH SIDE OF EXISTING DESIGN/DEVELC}PERS INC" �ATED 1989. AND iS ALSQ
PLATE . . ��_�= OF CONC. STEM WAII}
�� ���� JOIST FOR FULL LENGTH OF
�=-1Tf- ,,,,.-'' BASED C}N GENERAL FIE�.� 4BSRVATIC.�NS. L{�CATI4N AND
Rn�tsET si�. Pu�� ro �-Iii�if-ii EXlSTING (2) 2X12 HEADER JOIST -TYPICAL ALL JOlSTS p�MENSION C?F A�L FOUNDA7IQN AND FRAMING
Fao�NC �rn �° o.o. f=� - ��������" STRU�TURES ARE Tt� BE FIELD VERIFIED.
11 11=11( I(-i1=1{=11 (VERIFY)
RAMSETS �16"O.G. I�=�j��� I��I�
I i�l�1(� i-I=11�
� I I�_�-�i�(1=l1(= — — — — —
�I( I1=I1=1I1=_ EXIST. CONC. FdOTiNG
� I=1�1�i� (PRESUMED) ��'-' ����'�, 2. ALL NEW STRUCTUI�RL ELEMENT� SH4WN IN THIS
11=(1{=III=111-11I= -11=11I-11�11 Il-III--1 11=11�I1=11(�11: � DRAWING HAVE BEEN REVIEWED BY A�TRUCTURAL
, �
t' TI-�TI�I1=1�f 1=1I f�=I-I ITI"( l=11�°I{=1I1=1{[= - — — — — — — — — —
- — ENGINEER A(��ARE SM4WN ON THESE JOINT
� _ � _ : =il1�-�fj i�1�f--11�(= -i I--��1i1 TI= �, !1=��f=�f�"
=II�f =1I i=III���Ii��i� -�1���I��T�T��i�i�l� TI���11�f=" � - A�.� ARCHITECTURAL/ENGINEERING DRAWINGS FC�R
���_I_I�� 1� J _ -__ =11���11�I II I��III�_T_i�-��II,i-i��I I 1! � � ! i�� (I��� �,7�iVl. Ct7NVENIENGE. THE ENGINEER'S STAMP ADQRESSES
�!!�� _ a-�I-IT! -111-�I � 111=Tf1�-iTi'��1�-��-_ f--_ 1�-tIT��-- C-i�- o ' ° — — — — — — — — — � — — — — ____ �TRUCTURRL. DESIGN ONLY. THE ARCHITECT'S STAMP
.-1 I I=1��1-_1 i i_I I�I 1=1 I I=rl I=11 I� .�1T{�l�ll 1=!!I 1=If I�I E 1-(1{ 1=1TI=1 I!��(��_�� �� � {�
��II�I1� I_II I.111�II�I.I:J�}-' '�-11l��111�I II�T�-11�1�l��i���l��l(9 � � EXISTING 2X10 JOISTS AT 1 ADRESE� NC?N-STRUCTURAL DE�IGh�.
'��11;-,�ff��,_�'� �`_�.,�r�j�lll��II=a�`� � ���°�.. � t� � �,_s 16 O.C. W/ NEW TREATED
2X10 JOISTS TO BE PLACED � _ � � � — � � � �. � � _ _ _ � ____ _.. _ _._._ ____
f �'-4Y" (Trn. t�aASE} f ON EACH SIDE OF EXISTING
JOIST FOR FULL LENGTH OF � �
^ 5, ^ �E�T1QN AT DEN/VIIAL�CWAY � � � � � � JOIST -TYP(CAL Al.� JOISTS � �,,,.,,�,,,;,,�,,,, � � }{ � �
� � � Walkw� 8� E�c�erior Re airs
_. �_�. _ _._. _�_._._�.. _._____._._._._.. _ ..___..__...._.___�. OUTLINE OF EXISTING OUTLlNE OF EXISTING STUQ � � Ci � � ' ��� �p �` �
nt sca�e� 1"= 1'-0" � cS' �� �] �/��
F0031NG AS TAKEN FROM WALLS AS TAKEN FROM � �� Q LIC,�'j�/ d�;,�° � .,�
��� �� ���� ORIGINAL CQNSTRUCTiON ORIGINAL CONSTRUCTION 4.*�**����*f� « 1 �� � Y Y PS��C�VP�
�+ �,� #' � � � �M
� DRAIMNGS -VERIFY ALL DRAWfNGS -VERIFY ALL v�� �'�� � � � �� ���
��,;�� �`s�� DIMENSIONS AND LOCATIONS DIMENSIONS AND I.00ATIONS ��� � � '���� �;,�� ; � � x� �� � �I IZ
:" �� �,� : � �� � � . L�t 52A, Glen Lyon Subdivision1 g:
°� � ��. (TYP.) (TYP.) �.,
Date: 8-1�-12
T`�UV� �� V��� M � � ��.�� Tc�wn of Vail, E�gle County, G{J
. �`
r, � R��'tl1►R�L�a � ���j � j �`*`;a.� �
;` ���� 1 �c..' � ���,�? . +� ♦ i • �.
2 AR�A '1 VVAL�VVAY � H O RI N G �' L.A�J �
-. - � � : . : � . • . . . . : . 1
� � ..�r.�� .��.���:� A . 1
_____A1.1 scACE: 3i8,� _ �,_a„_______ _____� _ . . � , ; � .
Dwg: Duplex Plan / Enlarged Plans / Sections
_. ______ _ _ . _ _
___ __
� _ _ __ _ __ _
`° HSS 3.5"X1.5"X0.25" TUBE STEE p
RAILING SUPPORTS WELDED AT �y'
MITERED CORNERS AND PAINIED T6
MATGH EXISTING RAIUNG
ATTACH THESE ENDS EXIST. FASCIA TQ ftEMAIN
r TO 2X42 1RIM AND UNCHANGED
�� 2X12 JOISTS
� .
EXIST. 1RANSOM WINDQW TO
REMAIN UNCHANGED
, i f�'`
ATTACH THESE ENOS TO \�X ANi6�@E EPARED WFIERE
STUD WALI dN SIDES QF ''� REQUIftED
SPA 4 RS ROUGH 1.5" Fkc`,p,� EXiST. FRENCH PAi14 DOOR
EXIST. ARGHED TOP ���p TO BE REPAIRED AND REMAIN
1RANSOM WINDOW TO O� EXIST. ARCHED TOP
REMAIN J 1RANS�M 'MND4W TO EXfS7 CEDAft ftEDW�OD OR
REMAIN CEOAR RAILING CAP TO QE
��,, ' A�.� REPLACED
`�+ EX(STING DECORA7IUE EkiSTlNG 2X4 NOftiZQNTAL
Xf u WETH` NEW D C4RA7fVE MEMBERS T4 BE REPlACEO
r�,� LINTEL ANp NEW CAP Wl�6"2CLRpSPACE TQABE�
�Gp�/ M A J TE R FLASNING RE SED IF PdSSIBLE}
,
��` BEDRQOM
EXISTING WOOD
CASEMENT 4�NDOWS� �
W/BRICK-MOL� TO� I �
EXIST. FRENCN PAfi10 EXIST, GRADE NEXT TO EXIST. REMAIN ( i
DOOR TO REMAIN
EXIST. �RENCH PA110 UNTREATED WOOD CONSTRUCiION ( ;3� ;., ----- EXISTING WOQD CASEMENT
_ QOdR TO 8E REPAIRED 8Y ORIGINAL CdNTRAC70R Tp BE � I � WiNDOWS H7TH BRICK-MOL
AND REMAfN ADDRESSED IN FUTllURE � I I � TD REMA�N
REMODEI/REPAIR SUBMITTAL � 2�_�� p_
� yi
� `�' '-N£ 2'-3l' s"
9d EXTERI OR M ASTER EXTERIOR � ,y ,�-,°Y� H i i � 2�-�,� 4rv ,
!�= � � —
BEDRaQM �- � _ _ _ ^ � � = �
� =
- - - - - - - - - _ _ _ _ _ _ _ _ _ _
EXIST. RA4LlNG RAILlNG ASSEMBLY TO `'`� � � FLOOR JOIST AT GARAGE
_ � _. _ _ � ._ _ ._ _. - - - - - - - - - - - - — �. _._ _._ �. � � � � .:.`. � _
ASSEMBLY 9" �A.�TCH�E�ISi1NG BUT � � EXISTING WOOD CASE�iENT WINDOWS
GONCRETE STEM WALL w�M eRicK-�so�o (ExisT size
3.5"X1.5"X0.25" TUBE 1 EXISTING GRA4E SNOWN) T4 BE REPLACED
STEEI SUPPORTS AT ��K��)
TOP ANO BOTTQM OF NE1N(2}-5/8"
(3-�NIDE
UNIT PREFEftEED}
PICKETS•AND PICKETS . .X6' lAG — — — —
— ` _ v _.__ � _ e � � T _ � � .� � � .� .� � .�._ ^ � ...... ..._ .._ .__. __._ -- --
scREws � _ _ � e � � _ � _ _ � � � _ � �CONCRETEFOOTING � „
SPACED PER 2009 I — — — — — — — — --- — — — — — -- AREA QF NEW$ CONGRETE
NEW 2X6 REDWQQD DECKING T6 STEt� WAIL EXTENSION
MATGhi OTHER DECK MAIERIALS ON
O QUPLEX ATtAGHED TO SIEEPERS. '� S Q 11 T H EA S T E L E VAT I+�?N - EX 1�T 1 N G +C CJ N D I T I C}N�
� GAP B�IWEEN BOARDS TO BE i/4"
NEW�"O.D. X 7° lAG SCRE MIN. (tvALKiNG DECK MAY BE MADE __ ____�________ � ____ _ ____ �
IN 2 OR 3 REMOVABLE SECTIONS A�I.2 SCALE: �Itj." - '�'-Q"
�»� �'�' FOR FJTURE ACCESS-
CONTRACTOR TO VERIFY)
EXIST. 2X12 TRIM � �
NEW R�PPED 2X REDWOOD SIEEPERS
M EXiSL SIUCCO
� �,,,.--�'''J��BEYOND (1.5" TO 2.5" +/-) OVER 100SE
I SIRIPS OF PROTECi1VE RUBBER TO
BE SPACED AS JOISTS BEIOW AND
� EXIST. WALKABLE DECK TO Sii DIRECTLY OVER JOISTS
� ON SLEEPERS BELOW WFiERE POSSIBLE.
(REMOV�°) NEW RIPPEQ 2X REDWOOD SLEEPERS
N EXlST. RUBBER � ' � „ >,
WATERPROOFlNG � STRIPSO OF5PR TEC7I�VEERUBBER TO
' BE SPACED AS JOIS7S BE�OW ANQ TO
SIT DIRECIIY OVER JOISTS BELOW 5 NEW PICKET5 T4 BE EXIST{NG TRANSQM WIND4W TO
WHERE POSSIB�E. MASTER �� 2 SPACED T(7 MEET REMAIN
NEW GUTiER AND �; ���
BEDROOM CURRENT I.R.C. CODE-
oowHSPO�s MAX CLEAR QPENING EKISTING DECQRATIVE LINTEL
2 NEW METAL RADIUSED^I--
SHA�L BE LESS THAN 4" 70 BE REPLACEO WITN NEW
QECORATIVE LINTEL. AND NEW
BRACKETS {NSS �'- " (EXIST.)
EXIST. RIPPED 2X8 1.5"X1.5°X0.25") TO SUPPORT EXIST. RIPPED 2X8 JOlSTS WITH EXIST. BEAP,�- 3 9.5" �AP F�ASHCNG
DRAINAGE FROM PAT(Q JQISTS WI1H SLQPED EXIST. BEAM MAQE (3j METAL lUBE AT RAILING AT S�OPEQ TOP pF JOIST TO REMAIN MICROLAM TO REMAIN
ENTERED WAII AT ?OP OE JOIST 9.5° MICROIAM t/3 PQINTS(FiELD VERIFY DIM
W04D iRIM BELOW EXISL 2X10 JOISTS � ANd DESIGN WtTN ARCH) EXIST. �RENCF{ FATIQ DOOR TO
RA�UNG PICKETS AND EXIST. 2X JOISTS EXIST�N SLOPED
��s ���� BLOCKING EXiST. WATERPRQQFING f0 REMAIN BE REPAIRED AND REMAIN
AT WOflD TRIM A64VE —� AND BE EXTENOED AS �2£QUIREd
SHINGL RO�F TO
WINDOW NEW 2X8 CEDAR FACIA
EXIST. 2Xfi STUD WAIL (VERIFY INTEGftITY OF
REMAI
b �/ /� OUTBOARDE F EX S�1NG �
L�R�A 1'l�i-1�T NEW 2X6 STUD WALL WATERPROOFlNG AND ECASHING AT
BLOCKING � UNDEft DdOR AND SIDE�"1ALt)
NEW(3) 2X10 HEADER EXISL PLYW000 DECKING TO REMAIN J 4 J
--� (VERIFY INTEGRITY OF DEGKING}
E X TE R I �J R �Ew �.5. zX� w � : W �
EXiST. STUCG4, PLYWODD, ANU DECORATIVE IINTEL (W/ � v~-y � -:; � A,�.�
SiUDS CQMPROMISED I N 1N E S E NEW GAP FLASHING) TO ! � < ;
AREAS AND MOLO PRESENT MATGN EXIS7ING i Q E� ' °
(TYP AT MOST STUD BAYS E
I �G � 1
UNQER MASTER PATId) i� . _ + ! '"�
, _ , . �. , �. . � , � 3� " A,� 2 NEW PAINTED REDVd00D Oft
_
� �_ ._ , _ ..
` .' t : . ` ' . . CEDAR 2X TO MATCH EXISTING
� � E X TE R I 0� B R E A K�A S T �� � � �` �Ew �.5"x�'° sT��� �ueE
� W CEDAR OR REDWOOD 2X RAILING CAP PAINTED 1'0 MATCH EXISIIP�G
AREA OF WALL TO BE �� EXISTING
TO MATCN EXISTING ����-���
REPLACED NEW ALUM CLAD WOOD QR WQOD ; SLOPED 13'-8"(CLR DIM BETWEEN 2X12 FASCIA-VERIFY) NEW 2X4 PfCKETS
WINDOWS TO MATCH COLOR AND °� SHINGLE ROOF PA1N7E0 7Q MASCH
GENERAI PROPORTION 4F EXESTING TO REMAIN EXISTING RAI�ING
WINDQW
To�A����s¶N� � AREA 2-_ PLAN C3F MASTER BED. PATIf,�
A1.� � SCALE: 3/S" = 1'-0„
�" O.D. A _�..�...��._....
_�a. �4"0 � • . • NEW REDWOQD OR CEaAR 2X
i NEW TREATED �.-----�
Pl.Y4h`OOD SHEATNING
NEW TREAiEO 2X& (2} #4 REBAR HQRIZ TRIM TO MATCH EKISTING
WpOD STUD WALL
5" O.D. �»
NEW GUTTER TO MATCN
EX(ST. SNCCO FINISH N STEEL PL.ATE EXISTlNG {NOT SNOWN HERE)
r�Ew zxlo e�oatiNC� Ex�sr.sTUCCO, W(TH HO�ES � --� NEW REDWOOD OR CEDAR 2X
EXIST. PLYWOOD NEW 6" DEPTH OF ,r') P�YWOOD,STUDS AND o a- DECORATIVE LINTEk. AND CAP
sHE��ENC 2°-�° coee� sroNE INTERIOR FIMBH TO ��R �"Q.D. �� FLASHING TO MATGH EXiSTING
MATGH REMAIN WHERE
EXIST. 2X6 W04D
A�•� UNDAMAGEd �AG SCREWS � �
STUD WAI.! NEW fi" METAL AT BRACKET � � 4
LANDSCAPE EdGfING � �
EXIST. 2X1fl RiM J01ST �� A'� �
� �
_ � . d � EXISTiNG INTEftIOR EXISTING INTERIOR EXISTING EXTERIdR :;- m
i�11�(�{I=111=911=�111--111 . WALL TO REMAIN WALL TO REMAIN WALL TO REMAIN NEW ALUM CLAD 1NOOD OR WOQD
=1 I-1 I{=11I i`=�f I-�1 I !-
;I_TI-I=111�f I-II k-�Il=11f IT 11=111 �. a� �VERIFY CONDIDITION� NEw sTUCCO,PLYWOOD,
�-i��i-ni�i�=iir-��_ �i��-�.T= � EQ. EQ
:111=311=11��11=111=11l�III ���� � sruas,coNCRE�rEarva WINOOWS Wj BRICK M4LD AND SIM
3=111�l1=i�l=I=1TI=lIf= , ;" �!i-,TI--�_ . • , i�TE�iaR Firvisy-ro DEVIDED LIGNT TO MATCN CO�.OR
�����`T���� ��� —II1-=-�T—���,- -Ilt EXIST. 2X10 JOISTS t$ MATCH EXISTING IN AREA co 2'_�," 2'_c�." �'_q." A�D �i�N��A� ��QP�R�Q� Q�
OF REPAIREQ WALL �
��-II�_I�iT=1��� �I'�'1--I�1!!=_„t-III�I]--III---111=1i� � � � i8° O.C. T6 REMAIN �
�I I 1=1 I{-I I! (�=11 f=�I I �I I-I i I-i il=�,��!-.�I 11=B�TI-I lT(- -I
�=iif-11=�-il-T�il-i Exisr. 2x�o aois�s � EXISTING W4NDOW {PREFERED
� 'I�(=T��i�lifil=fif�li(-i1�f=� Ifl�_ 3-WIDE UNIT SNOWN
��� I����_�-�� 16° O.G, �11�=�-�i 1._I I{°-11=1 I(=I 1=�=1 1=1�I,-I I NEW 1REAlED 3J4" PlYW00D
:-1 I I {"�i�fi�T1=1 I I-�1 i-I � i I I I.►,_�-�I!1=i!I-I I 1= -' f-1 I�-I f=��11�I
�)I���7 1=I I°)I(-1€�=I I � � � DECKING SPANING JOIST BAY
1 I NT��I�T�I I.��-I `T( ITi �I I=11�=�1(- I I`I fI-I i I� I��I
'- SIllS, PLYVlOOD F14QR, AND EN€� I I I !11=71�-11�`i (f�'I��(=!I I�I�-i I WF(ERE REQUIRED
������-��i l� d01ST C4MPROMISED IN THESE 11=1 i i-I I(-� (�1=111-1!I-�-{I�!I
��I-`i{f- (-�I����-!�I ' AREAS{1YP iN THIS JOIST SAY �I�I�l I I-`I�� T�)I I�f)I1�!�1 I!�I I{�1 il I I�I I REPL AE EXISTINGO JQIST TO ' "
�(-1��i I--1��IT�E �, BELaW MASiER PAt�O I i -i i i�il-ITI�I i-!I(-11 I-i I-I 1 — 3
�i�-�=�=�-�ii-�ri , � �i-:1i-���-�-iii-i�-�=�i�=�i� �, —_ 7 -0/ (WINDOW R.O.
��ii=111=1 I(=1 I 1=!I 1=I <,. 1�1 I#-fl(=1 I I-I I f�I I°I I l�IT-�-l I-I I NEW 8" CONCRETE WALI �----
�_��1 I�!I I I
f-I I I- I-(I°I�1=( CONG. 5TEM WAIL SEAL GOLD JflINT AND '�����-��'�°���'�(1=)I�(=111=)I I EXTENSION
I I I I�i I�T-I 4�TH UNKNOWN A�a��coNr�NUOUS -�I 1=!I�_ITI=IT=I i I=T-T=I I I�I AREA OF NEW 8" CONCRETE
TI III-III�ITI-1TI-III_#i-IIf NEW ALUM. CI.AD WOOD QR „
�►�=a���T=I=i� wn�R–�ROaF�NC an�P–PRao�NC ov�R =��-j��-�-- —�����-_� AREA OF EXTERIOR WALL TO BE REPLACED �VERIFY I FIE�D} EXISTING GRADE. MAINTAtN 6 wA�� Ex�t�s�o�
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