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STRIX.TIJRAL DE516N5
S��G I � I G�T(01�15: Po $ox 800-r
�4YON, GO 81620
PH. q"f0-331-6'740
DESIGN LOADS F�X. I-888-362-4685
GODE EDITION: 200a IBG INFO�bPSE NET
WWW bPSE.NET
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� MATERIAL,HEREIN,ARE
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L�4TERAL LOADS• OR ANY I1�ORMATION GONTAINED
WITHIN,ON A PRD.�GT OTF�R THAN
• SASIG WIND SP�ED: W,4 MPH INDIGATED IN TI�TITLE SLOGK,IS
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REFER AN1'QUC�TIONS OR
DISGREPANGIES TO bPSE PRIOR
STRUGTUR�4L WOOD FR?�MING SPEGIFIG�TIONS• ro o►z vuriit�c,oKS�rRUCrioN
�4. �WOOD FRAMIN6 SHALL GONFORM TO THE REQUIREMENTS OUTLINED �IN THE NDS EXSTN6 BEARIN6 WAL V�RIFY/ PROYIDE
SPEGIFIG/�TIONS O� STRE55 GRADE LUMBER AND ITS FASTENINGS, L,�TEST EDITION, �; PL�4N NOTES BLOGKING
AND GONSTRUGTION MA'TERIAL SHALL GONFORM TO THE GURRENT ISG.
B. FR�MIH6 AND TRU55 LUMB�R SH.4LL BE DRY DOUGL,45 FIR-LARGH (DF), �GGORDING TO
THE FOLLOWING REGOMMENDATIONS. ?�LL 2" NOMINAL LUMBER, EXGEPT STUDS SH?�LL
BE DF #2 OR BETTER, AND SOLID TIMBER BEAMS AND POST 3" NOMINhL /�ND WIDER, EXSTNG FLOOR
SHALL BE DF #2 OR SETTER. SHE�4THING �
G A�LL STUDS SHALL BE STUD GRADE DOUGLAS FIR-LARGH OR HEM-FIR(HF).
D. TOP AND BOTTOM PL?�TES SHALL BE DOUGL,45 FIR-LARGH OR HEM-FIR #2, OR BETTER
PL�4TE5 IN DIREGT GONTAGT WITH GONGR�TE OR MASONRY SHALL BE PRESSURE �
TRE,4TED HEM-F I R #I
E DIMENSION LUMBER (2"+ WIDE X 4"-12" DEEP) HAS BEEN D�SIGNED ASGUMING THE
FOLLOWIN6 STRE55 PROPERTIES. FLEXUR?�L STRE55, QOO P51, HORIZGNT�L SHEAR, Ia0
P51; MODULUS OF ELASTIGITY, 1,600,000 PSI, TENSION PARALLEL TO GRP�IN, 450 P51, �
GOMPRESSION PARALLEL TO GR,41N, 850 P51; GOMPRESSION PERPENDIGULAR TO GRI�IN, I �
625 P51. �
F. ?�NGHOR 80LT5 IN WOOD 51LL PLAT�S SH�41.L BE SPAGED AT ?� M?.XIMUM OF 36" ON
GENTER, UNLESS NOTED OTHERWISE ON PL?�N, WITH ONE ,4NGHOR AT 12' FROM EAGH END �
OR GORNER ?�ND A MINIMUM OP TWO �N.GHORS PER MEMBER.
G. BOLTS USED FOR WOOD �RAMING GONNEGTIONS SHALL BE INSTALLED WITH STANDARD � � �
W�45HER5 AND NUTS. EXSTN6 PLOOR JOISTS
H. TYPIGAL MINUMUM N,4ILING SHALL BE PROVIDED, WITH GOMMON N/�ILS,AGGORDING TO M �„(� �
THE 2003 18G FASTENING SGHEDULE (TABLE 2304.a.1). ��» # -
I. FOR �4LL SOL I D OR SU I LT-UP GOLUMNS BEARI NG THROUC�H �LOOR .1015T SPAGES; WOOD HEADER RE• � �
PROVIDE BLOGKING IN �OIST SP?�GE, WITH GR055 SEGTIONAL ARE?� TO MA�TGH THE PLAN � �- �
GOLUMN ABOYE.
J. �X DIMENSION LUMBER FLOOR FRAMING, REQUIRES �X "GRO55 BRIDG-ING" BLOGKING � j Ol `
SPAGED AT INTERVA�LS NOT GREA�T�R THAN 8 O , /�T ALL SUPPORTS AND G,4NTILEVER �-- V
ENDS. •� �
K A�NY HOLES REQUIRED IN THE WOOD FR�MING, SH,4LL BE DRILLED THRU THE GENTERLINE I � l.(� �
OF TH� 5TUD5 AND/ OR J015T5 AND SHaLL NOT EXGEED A I/�" DIAMETER. (�( $k �
L. UNLE55 NOTFD OTH�RWISE, STEEL GONNEGTORS SUGH ?�S THOSE M?�NU�AGTURED BY THE `v�
SIMPSON GOMP?�NY SHP�LL BE US�D TO .101N RAPTERS/ JOISTS OR B�AMS TO OTHER �I .I ����� _ � �-Q �� V IU �
BEAMS AT FLUSH-FR�MED GONDITIONS. USE NAILS SP�GIFIED BY THE MANUFAGTURER � ,� Z �
AND PROVIDE THE MAXIMUM NAILS SUGGESTED. GONT�4�T THE STRUGTURAL ENGINEER �
FOR �DDITIONAL GONNEGTIONS �4ND DETAILS, AS REQUIRED. Q �
� �
STRUGIURAL WOOD FR�MIN6 �455�MBLIES � m Z rj
A. ALL EXTERIOR YVP�LLS/ SURFAGES SHALL B� SHEATH�D WITH PLYWOOD OR OSB, � ��� �
TYPIGAL, UNO. (ANY PA�NEL IN GONTAGT WITH THE EXTERIOR SHALL BE EXT. GR,4DE). o �
B. PANELS SHA�LL BE IDENTIFIED WITH THE GR,4DE-TRADEMaRK OF THE �iMERIG�4N
PLYWOOD �SSOGIATION P�ND SH?�LL MEET THE REQUIREM�NTS OF U.S. °RODUGT O �--
STANDARD P51, LA�TEST EDITION FOR PLYWOOD ,TYPIGAL ALL ,455�BMLIES. �
G. TYPIGAL WOOD FR/�MING A55�MBLIES:
• LOAD BEARING WALLS LI�
i. aLL EXTERIOR WA�LLS SHALL BE ASSEMBL�D WITH 2X6 STUDS AT I6" O.G. TO ,4 �"'
Mf�XIMUM HEIGHT OF 12'-6", 2X6 STUDS AT 12" O G TO A MAXIMUM HEIGHT OF 14'-6", �
?�ND (2)-2X6 STUDS �4T I6" O G TO A M�4XIMUM H�16HT OF I6"-O",TYPIGAL, UNO �
(STUDS LON6�R THP�N 16'-O" SHALL BE R�PL�4GED WITH I 3/4" X 5 I/2" LVL STUDS).
2. ALL INTERIOR B��RING WI�LLS SHALL BE ASSEMBLED WITH 2X6 STUDS ,4T I6" O G
W/ 5/8" 6YPSOARD - STAGGER END .101NT5, ?�ND �ASTEN W/ #8 X I I/4" DRYWALL
SGREWS �.T 4" O G. ?�LONG ALL PANEL �DG�S �ND AT a" O.G. �LONG ALL
INTERMEDI/�TE SUPPORTS, SUPPORT HORIZONTAL JOINTS W/ WOOG BLOGKING -
TYPIGAL, U.N O.
3 GAP WALLS WITH A DOUBLE TOP PL�4TE INST,4LLED TO PROVIDE DVERL�4PPIN6/
INTERLOGKING GONNEGTION ?�T GORN�RS AND ?�T INTERS�GTIONS WITH OTHER
P,4RTITION W,4LL5 IF OVERLAP IS NOT POSSIBLE, STR?�P TOP PL?�TES TOGETHER
WITH METAL STRAP TIES (SIMPSON ST2Q� OR EQUIVALENT).
4 ?.T BE?�M BE�4RING LOGATIONS IN STUD WALLS, PROYIDE MULTIPL�-STUD PAGK
EQUAL TO WIDTH OP B�ARIN6 MEMBER, UNLE55 NOTED OTHERWIS�.
To�°VVj'� • NON-B�ARING P�RTITION WALLS
R��� �'��°�a'� I INTERIOR NON-BE?�RING P�RTITION WALLS SHALL BE 2X4 OR 2X6 STUDS ?.T 24"
C� ��p�� O G. WITH 5/8" GYPSOARD, TYPIGAL, UNO
� �� '� � ��� 2. Gr4P W,4LL5 WITH DOUBLE TOP PLATE INST?�LLED TO PROVIDE OVERL?�PPING/ �
� �t�� ��� ���� PAR�TI�T�N 'WALLS�N� OVERLAP S NOTRP0551BLE,ISTRAP TOP PLATES�OGE HER �
'y ��3�/�'O WITH METAL STRAP TIES (SIMPSON ST2a� OR EQUIVALENT).
c�Cy��� 3 PROVIDE (2) OR (3)-�X8 HEADERS 01/ER ALL OPENINGS IN NON-�EARING P?�RTION O
WP�LLS, WITH (I)-2X4 OR (I)-2X6 TRIMMER ?�ND (I)-�X4 OR (I)-�X6 <ING STUD EAGH
��O � END, TYPIG,4L, UNO. � W
4 AT BE,4M SEARING LOGATIONS IN STUD WALLS; PROVIDE MULTIPL�-STUD POSTS � � �
EQUaL TO WIDTH O� BE,4RING MEMSER, UNLESS NOT�D OTHERWIS� � � �
� �� CENERAL SPEGIFIGATIONS: � _ � \
� IF GONSTRUGTION �4DJDINS ,4N �XISTING STRUGTURE, THE GONTRAGTOR SHALL SE � � � j
RESPONSIBLE FOR YERIFYING THE DIMENSIONS, ELEYATIONS, FR,4MING, FOUNDATION AND O O �t1
ANYTHING ELSE TH,4T MAY A�FEGT TH� WORK SHOWN ON THE STRUGTU�L PLANS u- u- N
(UNDER PINNING, SHORING AND BRAGING OF THE �XISTING STRUGTURE SHALL BE THE � w w
50LE RESPON5IBILITY OF THE GONTRAGTO� > >
B. GOORDINATE REQUIR�MENTS FOR MEGH/�NIGAL/ ELEGTRIG?�L/ PLUMBII� PENETR/�TIONS � N N
THROUGH STRUGTURAL EL�MENTS WITH THE STRUGTURAL ENGINEER. PRIOR TO - -
I N S T A L L,4 T I O N O F S U G H E Q U I P M E N T O R O T H�R I T�M S T O B E A T T�4 G H E D T O T H E _ `
STRUGTURE, THE GONTRAGTOR SHALL ALSO OBTAIN APPRO�(AL FOR GONNEGTIONS AND V O
' S U P P OR T G O N T R P�G T O R S H�L L F U R N I S H R E Q U I R E D H?�N G E R S, G O N N E G T I O N S, E T G. p
REQUIRED FOR INST�hLLATION OF SUGH ITEMS, UNLESS SPEGIFIGALLY hOTED ON PL,4N5 � N � Q
G. NON-STRUGTUR�4L EL�M�NTS �4LL EL�M�NTS NOT SPEGIPIGALLY STRUGTURAL, SUGFf AS � Q _
NON-BEARING P�4RTITIONS ATTAGHED TO AND/OR SUPPORTED BY THE STRUGTURE SH�4LL
T?�K E I N T O A G G O U N T A�N Y D E�L E G T I O N S ?�N D O T H E R S T R U G T U R A L M O V E M E N T. - n
D. FIRE PROTEGTION STRUGTUR�4L AND NON-STRUGTURAL EL�MENTS SHA_L BE PROVIDED
THE ADEQUATE �IR� PROTEGTION, PER GODE, �OR THE NPE OF GONSTRUGTION ��°`' � O z�
SPEGIFIED BY THE ARGHITEGTUR?�L DRAWINGS
E THE STRUGTURAL DRAWINGS ILLUSTR?.TE THE GOMPLETED STRUGTURE ,�IITH �4LL �
ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BR?�GED THE GONTRAGTOR, IN � � ST�tMP
THE PROPER SEQU�NGE, SH?�LL PROVIDE SHORING AND BR�GING, AND NEG�55ARY �� k
PREGAUTIONS, AS MAY BE REQUIRED DURING GONSTRUGTION TO AGHIEVE THE FIN?�L �' �;.� �p00 UC�c
GOMPLETED STRUGTUR�. GONTAGT ENC�INEER FOR GONSULTATION (NOT IN GONTRAGT) � y� �p.�.•''��~jra''•�
AS REQUIRED. � ��-�
F. THE STRUGTURAL �NGINEER SHALL BE GONTAGTED DURING THE GONS'RUGTION PHASE TO � ��� � �
MAKE THE JOB SITE OBSERVATIONS NEGE55�4RY TO GONFIRM TH?�T TH� GONSTRUGTION 4V�94 •
IS PROGEEDING �1GGORDING TO THE PLaNS �4ND SPEGIFIGATIONS. JOS-SITE � � 1� 03' �0 Q
OBSERVATIONS SHALL NOT B� GONSIDER�D GONSTRUGTION APPROV?L5 (STRUGTURAL � �p / / �,r'�,�'
SUB IGONSULTANTS. G��ER,4L GONRAGTOR IS ?�RLSAO RESPONSIBLE FOR �E T�� � �s`r/4Np�-E�G`� o
SUB-GONSULTANTS WORK). '`
G. ALL OMISSIONS OR DISGREPANGIES BETWEEN V?�RIOUS ELEMENTS OP TH� WORKIN6 OR o
EXISTING DR4WING5 AND/OR SP�GI�IGATIONS, A5 THEY M�Y OGGUR, SH?�LL BE BROUGHT PROJEGT 108'7
TO THE �4TTENTION OF THE STRUGTUR?�L �NGINEER PRIOR TO OR DURITG THE
GONSTRUGTION WORK INVOLVED. RELE?�SE OF THESE DR,4WING5 ANTIGIPATES STRT DT: �t/2010
GOOPERATION ?�ND GONTINUED GOMMUNIGATION BETWEEN THE GONTR,�GTOR, �.RGHITEGT
AND EN6INEER TO PROYID� THE BEST POSSIBLE STRUGTURE THESE L'RP�WINGS H�4VE �/7 DRWN BY: PUP
BEEN PREPARED FOR THE USE OF ?. LIGENSED GONTRAGTOR, EXPERIETIGED WITH THE � � � � V �
GONSTRUGTION TEGHNIQUES ,4ND SYST�MS DEPIGTED. D SH�ET
NOV 0 4 2010 �
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TOWN OF VAIL
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5TRUGTUR�4L DE516N5
PO BOX 800'1
AYON, GO 816�0
PH. q�0-331-6'140
P,4X I-888-362-4685
� � INFO�bPSE.NET
WWW bPSE NET
�PLANS AND WRITTEN
MATERIAL,I�REIN,ARE '
S INSTRUN�NTS OF SERVIGE AND
nr�rr��RTM oF t�,t.ic.
fbPS� f�oF rNis v�wir�
OR ANY INFORMATION GONTAITyED '
WITHIN,ON A PRG.�GT OT�iER THAN
INDIGATED IN TF�TITL.E BLOGK IS
PROHIBITED WIT}�011f WWTfEN
PERMI5510N FROM bPSE bPSE 15
WOT RE5PONSIBLE FOR ERROR�
DUE TO SGALED DRAWIN65
REF�R ANY QUE5TION5 OR
���� � � I � ���� aisc�,4trcies ro��tiax
I\i TO OR DURIN6 GONSTRUGTION
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NOT�S: ? t ��:� �
�c �• TOP OF BEAM ELEV,4TION, TYP. _ � FIELD GOORDINATE �. ,� — Q
• ❑ INDIG�TES GOWMN DOWN OR THRU FR,4MING; � � -.
<TMR> INDIGATES TRIMMER STUD, <KN6> INDIGATES KING STUD. � _�� � �
• � INDIGATES EXTfRIOR WALL OR IN'TERIOR BEARING Y�1�LL. - p X y
• 0 INDIGATES INTBZIOR NON-BEARING P�RTITION ►N�LL, RE. ARGH FOR LOGATION. m m w p u..I
• ALL {NEW� WOOD SILL PLATES IN GONT?�GT WITH GONGRETE, PROYIDE "GR�EN" TREATED l� � �'
WOOD 51 LL PLATES ON I NSEGT ,4ND MO I STURE SUB-51 LL SH I ELD I N BETWEEN GONGRETE �4ND � `�
PL�TE, IF REQUIRED. � W � � �
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• TYPIGAL MINIMUM N,41L�N6 SHALL BE PROVIDED, WITH GOMMON N�41L5, AGGORDING TO THE � � ± i-� �
2003 IBG FASTENING SGHEDULE (T�4BLE 2304.a.1). � � M
• \(ERIFY PLP�TE HEIGHT ELEV,4TION5 W/ EXISTING GONDITIONS N j � �
• EXTERIOR HEADERS ?.RE UN-�4LTERED AND M/�INTAIN EXISTIN6 LOAGATIONS � LOAD PATHS. W � � � �
• ALL EXTERIOR WALLS SHALL BE GONSTRUGTED OF 2X6 5TUD5 SPAGED AT I6" O.G., TYPIGAL, � Z O
U N.O. (RE. STRUGTUR�4L 6ENER,4L NOTES) W/ I/2" EXTERIOR PLYWOOD, EXP05URE I, 24/I6 � � ` `
AP�4 R�4TED - ST?�6GER END JOINTS, AND FASTEN W/ Sd NP�ILS aT 6" O.G ALONG ALL � v
PANEL EDGES AND �4T I�" O G. �4LONG ?�LL INTERMEDIATE SUPPORTS; SUPPORT HORIZONTAL �� �
JOINTS W/ WOOD BLOGKING. - ��j( � —1
ALL W?�LLS SHALL Ha1(E GONTINUOUS STUDS FROM FLOOR TO FLOOR/ ROOF. lV` 'd,
• v �
RE. DOOR OR WINDOW M?�NUFAGTURER POR SIZE �4ND LOGATION OF ROU6H OPENIN65 IN � Z }
STUD WALLS _ a _ �
• THE �NGIN�ER HAS NOT BEEN EN6?�6ED FOR GONSTRUGTION SUPERVISION OF ANY KIND, AND ` � (� O '
�-�
.455UME5 NO R�SPON5IBLITY FOR THE GONSTRUGTION ME�1N5, METHODS, TEGHNIQUES, UN-.hLTERED � �
SEQUENGES �4ND PROGEDURES, OR FOR SAFETY PREGAUTIONS ?�ND PROGR?�M5 IN EXSTNG HDR � � Z
GONNEGTION WITH THE GONSTRUGTION WORK. � m �
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Existing Condominium Plan
Weideman Residence Plan View
4590 Vaii Racquct Club Drivc �� Scalc: 1/4" = I '-0"
6uilding 5; Unit 5 � .ca� 10-26-2010
Vail, Colorado ft1G58 ��J
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� , jO Rcmovc wood pancling a�id
I
_ i r _ � I� [cfinish drywall
\ ' 4 > i O Remove brick abovc mantic, edd
- - " - - '� -- � � O O - - �q i sronc hcanh, add tlnt scrocn arca
� 1 �
' \/ \/ . N � O3 Add wood & drywall media ccnicr
I �\ — �` w/ possiblcbcnch/stornge
14 '� '\ ~ O 4O Replacc brokcn window and door as
i shown. Pain� ro match ex. coior
Shift bedroom door to hall a O b O � — _ . _ '
� � �J _ _� � 5 Replucc cntry cap�cl wi�h
- i
� � ��� � ncw tilc
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O -) � - i - - � 9O � 6 Rcplaccallkitchcncabincts, EOliJ
��. � i � sudnce counmrs, ncw applianccs
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07 Rcplacc vamty poniun ofbathroom
�
i I -. � � 1 1 O$ i! � 6 j �� I wrch ncw pantry ama
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� �O �� �'�� �� � Rcplace Lnulwm wi�h new
� �, �� �j /// stonc �ilc Flooring
V = .
��/ LJ'� �/ � � -�- r� = �9 Replace ca�pet with new
� -' - �Y i wood ilooring �hroughout
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- - - -- —- - - ] ( Rcplace all intcrior doors and vim.
�� - � '� �i Rcpaintalldrywallsurfaccs
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� '� r rtt `/'E1,�,�` l� ] � Rcfinish bathroom w/ ncw showcr
I + � �� �;Q� IP`r�'E[1 ,:. �, tilc, sink, vaniry & linen cabinc�
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-- - - - - - at ' ] : Shifl closct to North wali & add
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� �3�� � ncw pockct door �o ba�hroom
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� � � JO Paim [o match csis�ing color
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Proposed Condominium Remodel Plan
Weideman Residence Plan Vicw
4590 Vail Racquet Club Drivo Seale� 1/4" = 1 '-0°
BuildingS; UnilS � ]0-2G-2010
VaiL Colorado H1658