HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5E TRACT B C AUSTRIA HAUS AKA SONNENALP SDD 35 1997 DETAIL MANUAL LEGALBff-023L
VAIL, COLORADO
PROJECT NO. 19017.00
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PIERCE SEGERBERG AND ASSOCIATES
1OOO SOUTH FRONTAGE RD. WEST
VAIL, COLORADO 81650
AUSTRIA HAUS
6Ra
M'NOVEMBER 7, T997
AUSTRIA HAUS
DETAIL BOOK TABLE OF CONTENTS
lu1t97
SERIES GROUP
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
SYSTEMS NOTES
EXTERIOR SKIN DETAILS
HANDRAILS AND TRIM
ROOF DETAILS
DOORDETAILS
WINDOWDETAILS
COLUMN DETAILS
INTERIOR CORE AND SHELL DETAILS
MISCELLANEOUS EXTERIOR DETAILS
Town of Vall -
.0FF-tCECOPY
I
I AUSTRIA IIAUS
I SYSTEMNOTES
lll7l97
I F'LooRs
I Fl 4" REINFoRCEDcoNCRETE sLABoN4" oFGRAVELoNcoMpACTEDI SUBGRADE (SEAL WHERE EXPOSED) SUBGRADE
I F2 THINSET CERAMIC TILE oN FII
I F3 VINYL COMPOSTTION TILE ON Fl
F4 5 l/2" (TOTAL THICKNESS) RETNFORCED CONCRETE FILL ON METAL DECK
I ON STEEL FRAMING (SEAL WHERE EXPOSED)
I F5 CARPETONPADONF4
. F6 THINSET CERAMIC TILE ON F4
I F7 THINSET TRAVERTINE TILE oN F4I
F8 VINYL COMPOSITION TILE ON F4
I F9 THINSET TILE ON TROWELED-ON MEMBRANE WATERPROOFING ON
- SLOPED GROUT FILL (MINIMUM I" SLOPE) ON F4rF10 THTNSET TRAVERTINE TILE (WITH HONED SURTACE) ON TROWELED ON
I MEMBRANE WATERPROOFING ON SLOPED GROUT FILL (MINIMUM I''
t sLoPE)oNF4
I BASE
I Bl 6" NoMINAL eRoFILED HARDwooD BASE (sr)
B2 4'' NOMINAL PROFILED HARDWOOD BASE (ST)
t 83 6" N'MTNAL
'R.FTLED
soFTwooD BASE (p)
I 84 4" NoMTNAL IRoFILED soFTwooD BASE (p)
I
Bs NOMTNAL FLAr BASE (P)
I
I
I
l 86 6" CERAMIC TILE BASE
I B7 6'TRAVERTINE TILE BASE
I B8 4"RUBBERBASE
I Be NoBASE
I wALLs
I wt 3/4" EXTERIOR FINISH AND INSULATION SYSTEM (E.I.F.S.) ON 5/8" TypE "X"
T GYPSUM SHEATHING ON 6' STUDS WITH R-I9 UNFACED BATT INSULATION
AND VAPOR BARRIER
Il W2 I li2" EXTEzuOR FINISH AND INSULATION SYSTEM (EIFS) ON 5/8" TypE "X"
GYPSUM SHEATHING ON 6'' STUDS WITH R-I9I.JNFACED BATT INSULATION
I AND VAPOR BARRIER
I
W3 6" NOMINAL STONE VENEER ON BUILDING PAPER ON 5/8" TYPE UX''
I GYPSUM SHEATHING ON 6" STUDS wITH R-I9 TJNFACED BATT INSULATIoNr AND VAPOR BARRIER
t w4 l" x 6u NOMINAL T&G, V-GROOVE CEDAR SIDING OVER BUILDING pApERr ovER 5/8" TypE "x" EXTERIOR GypsuM sHEATHING oN 6" sruDs wITH R-
I 19 UNFACED BATT INSULATION AND VAPOR BARRIER
I W5 3i4' EXTERIOR FINISH AND INSULATION SYSTEM (E.I.F.S) ON REINFORCED
C.M.U. OR CONCRETE WALL
W6 I I/2' EXTERIOR INSULATION AND FINISH SYSTEM ON REINFORCED C.M.U.
OR CONCRETE WALL
W7 EXTERIOR INSULATION AND FINISH SYSTEM BASE AND FINISH COATS
I oNLy (No TNSULATToN) oN RETNFoRcED c.M.u. oR coNCRETE wALL
w8 8" REINFORCED CONCRETE MASONRY LJNITS (p)
I! w9 8" CAST-IN-pLACE coNCRETE wALL
I wl' 6" N'MINAL sroNE
'ENEER
oN REINF.R.ED c.M.u. *ALL oR ..NCRETE
WALL
t wl l l LA'ER 5/8" TypE "x,,cypsuM B.ARD oN 6', sruDs oN vApoR BARzuER
I
I
t
I
-
I
I wl2 5/8" TypE'X" cypsuM BOARD ON l/2', RESILIENT CHANNELS AT 24" O.C.
ON 3 5/8' STUDS WITH 3' SOLIND ATTENUATION BATTS (SEAL ENTIRE
I PERIMETER WITH ACOUSTICAL CAULKING)
I
WI3 SAME AS WI2 WITH STAGGERED 3 5/8" STUDS IN 6'' TRACK
T WI4 2 LAYERS OF 5/8" TYPE "X' GYPSUM BOARD ON 3 5/8' STUDS WITH 3"
SOUND ATTENUATION BATTS (SEAL ENTIRE PERIMETER WITH
I ACoUSTICAL CAULKING)I
- wls oNE LAYER OF 5/8" TypE "X" GypSUM BOARD ON STAGGERED 3 5/8" STUDS
I IN 6'TRACK wITH 3" souND ATTENUATIoN BATTS (sEAL ENTIRE., PERIMETER WITH ACOUSTICAL CAULK).
I wl6 I LAYER OF 5/8" TYPE "Xu GYPSUM BOARD ON 2 l/2" C-H STUDS WITH l"
GYPSUM LTNER PANEL (I HOUR RATING)
I| WI7 2 LAYERS OF 5/8'' TYPE ''XU GYPSUM BOARD ON 2 I/2'' C-H STUDS WITH I''
GYPSUM LINER PANEL (2 HOUR RATING)a
I WI8 I LAYER OF 5/8'' TYPE''X'' GYPSUM BOARD ON 7/8'' FURRING CHANNELS
I wl9 l LAyERoF 5/8" TypE "x" cypsuM BoARD oN l 5/8" srEEL sruDsI
r w20 I LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON 2 l/2', STEEL STUDS
W2I I LAYER 5/8'' TYPE'X'' GYPSUM BOARD ON 3 5/8" STUDS
t w22 I LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON 6" STEEL STUDS
I W23 2 LAYERS OF 5/8" TYPE "X',GYPSUM BOARD ON 6" STEEL STUDS WITH 3''
I SOL]ND ATTENUATION BATTS
I w24 sAME AS w22 wITH 3" soLrND ATTENUATIoN BATTS (sEAL ENTIREI PERIMETER WITH ACOUSTICAL CAULKING)
I wzs l x 6 NoMTNAL T&c, v-cRoovE cEDAR sIDINc ovER l x 4 BLocKING oN! BUILDINc pApER oN REINFoRCED c.M.u. oR coNcRETE
I w26 pRorEcrroN BoARD ovER sELF-ADHERTNG wATERpRooFTNG oN 5/8'cDX
PLYWOOD ON STEEL STUDS AT 16" O.C. WITH R.I9 BATT INSULATION AND
I VAPOR BARRIER
I
II
I
I
I
I CEILING
I CI 5/8" TYPE "X" GYPSUM BOARD ON SUSPENSION SYSTEM
I C2 5/8" TYPE'X'' GYPSUM BOARD ON SUSPENSION SYSTEM WITH R-38 BATT
I INSULATION AND VAPORBARRIER
I
C3 2 LAYERS OF I/2" TYPE "X" GYPSUM BOARD ON STEEL STUD JOISTS WITH
I R-38 BATT INSULATIoN AND VAPOR BARRIERI
C4 2'X 4'ACOUSTICAL TILE CEILING ON SUSPENSION SYSTEM
I C5 5/8. TYPE'.X'. GYPSUM SOFFIT BOARD ON SUSPENSION SYSTEM GAINT)
T C6 SAME AS C5 WITH R-30 KRAFT FACED BATT INSULATION
I C7 l" X 6u NOMINAL T&G, V-GROOVE CEDAR BOARDS ON 5/8" TYPE uX"
I GYPSUM SOFFITBOARD ON STEEL FRAMING
I C8 SAME AS C7 WITH R-30 KRAFT FACED BATT INSULATION
I
C9 5/8'' TYPE UX" GYPSUM SOFFIT BOARD ON 2" Z CHANNELS AT 24" O.C. WITH
I I l/2" poLyISocyANURATE INSULATIoNI
ClO 2 LAYERS OF 5/8'TYPE X GYPSUM BOARD ON2%" C-H STUDS WITH I"
I GYPSUM LINER PANEL (I HoUR HoRIZoNTAL RATING)
- cll NoFINISHEDCETLTNG-OPENTOSTRUCTUREABOVE
I
I ROOF
I RI CONCRETE TILES ON I X 4 HORIZONTAL BATTENS ON I X 4 VERTICAL
I BATTENS ON SELF.ADHERING WATERPROOF MEMBRANE ON Ii2" CDX FIRE
t RETARDANT pI-ywooD oN 3 li2" poLyISocyANURATE INSULATIoN oN
5/8'' TYPE ''X'' GYPSUM SHEATHING ON METAL DECK ON STEEL FRAMING
I (scREw plywooD AND ALL coNSTRUcrroN BELow rHIS rNTo METAL
- DECK)
I R2 coppER RooFING oN sELF ADHERTNG wATERpRooF MEMBRANE oN 5/8.
TYPE ''XU GYPSUM SHEATHING ON METAL DECK ON STEEL FRAMING
I R3 SAME AS Rl EXCEPT WITHOUT THE l/2" pr,yWOOD AND 3 l/2"
POLYISOCYANURATE INSULATION
I
I
I
I
I R4 ADHERRED EPDM ROOFING ON SLOPED CONCRETE FILL (MINIMUM 6"
TOTAL THICKNESS WITH SNOWMELTING PIPING) ON METAL DECK ON
I STEEL FRAMINGt
R5 LOOSE LAID BALLASTED EPDM ROOFING ON TAPERED INSULATION ON
I 5/8" TypE "x" cypsuM BoARD oN METAL DECK oN srEEL FRAMINGt
- R6 COPPPER ROOFING ON SELF ADHERING WATERPROOF MEMBRANE ON 5/8"
I CDX PLYwOOD ON STEEL STUD JoIST FRAMING
I R7 SOIL OVER %" DRAINAGE/PROTECTION BOARD ON wATERPRooF
I MEMBRANE ON SLOPED, CONCRETE FILLED METAL DECK ON
STRUCTURAL STEEL
I R8 PRE-FINISHED METAL ON SELF-ADHERING WATERPROOF MEMBRANE ON
%" CDX FIRE RETARDENT PLYWOOD ON 3 %" POLYISOCYANURATE
I INSULATIoN oN 5/8" TypE "x" GypsuM SHEATHING oN METAL DECK oNI srEEL FRAMING. (scREw plywooD AND ALL coNSTRUCTToN BELow
THIS INTO METAL DECK).
I
I PAVING
I PI CONCRETE PAVERS ON I'' SAND BED ON 3" REINFORCED CONCRETE SLAB
I (WITH SNOWMELT PIPING) ON DRAINAGE LAYER ON SELF.ADHERING
I MEMBRANE wATERPRooFINGoN coNCRETE STRUCTURAL SLAB
I P2 CONCRETE PAVERS ON I l/2' SAND BED (WrTH SNOWMELT pIpING) ON
I COMPACTEDSUBGRADE
I p3 TNTERLocKING coNCRETE pAvERS oN l" sAND BED oN 4" RETNFoRCEDI CoNCRETE SLAB (wrTH SNOwMELT PIPING) oN CoMPACTED SUBGRADE
I p4 4" REINFoRCED coLoRED coNCRETE sLAB (wITH sNowMELT plprNc) oNB COMPACTEDSUBGRADE
I P5 THICKSET RANDOM PATTERN STONE PAVING ON 4" REINFORCED_ CONCRETE SLAB (WITH SNOWMELT PIPING) ON COMPACTED SUBGRADE
I P6 4" + SLOPED, REINFORCED COLORED CONCRETE SLAB (WITH SNOWMELT
PIPING) ON DRAINAGE LAYER ON MEMBRANE WATERPROOFING ON
I CONCRETESTRUCTURALSLAB
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P8
SAME AS P6 EXCEPT WITH PATTERNED. COLORED CONCRETE TOPPING
SLAB
2 X 6 REDWOOD DECKING SCREWED TO SLOPED 2 X SLEEPERS @ 16'O.C.
ON PROTECTION BOARD ON SELF ADHERING WATERPROOF MEMBRANE
ON STEEL PLATE STRUCTURE
MISCELLANEOUS
Ml ROUGHSAWNIX2TRIM
M2 ROUGH SAWN I X4TRIM
M3 ROUGHSAWN2X2TRIM
M4 ROUGHSAWN2X4TRIM
M5 ROUGHSAWN2X6TRIM
M6 ROUGHSAWN2X8TRIM
M7 ROUGH SAWN 2 X IO TRIM
M8 ROUGH SAWN 2X 12 TRIM
M9 PREFINISHED METAL FLASHING (SHAPE AS DETAILED)
MIO COPPER FLASHING (SHAPE AS DETAILED)
MII CLEFT SANDSTONE CAP
MI2 FLOWER BOX
MI3 HEAVY TIMBER TRIM (SIZE AND SHAPE AS SHOWN)
SERIES 1.O
EXTERIOR
SKIN DETAILS
L.0
AUgTRIA {-]AUg
VAIL,COLORADO
Revision.Job No: lVllOO Detail No:
1.4
Dravm By:
Pierce, Segerberg & Associates Architects
161? fazee Street Suite C-2 Far:3b3-623-2262
Deuver Colorado 8O202 Tel: 303-6?3-3355
Date: ll/07/97
Scale: I !/2r=lt-Q'
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Pierce, Segerbeig & Associates Architects
161? trazee Street Sultc C-? Fa::3O3-O23-2262
Dcnver Colorado '80202 Tel: 303-623-3355
Revision:Job No: lVllOO Detail No:
L.6
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Date: IVOT|91
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Revision:Job No: .l%)l1OO Detail No:
t.7Dravm By:
Pierce, Segerbeiig & Associates Architects
101? trazee Street Sulte C-? Faz:3O3-823-2262
Dcnver Colorado 802O2 Tel: 303-623-3355
Date: ll/O7/97
Scale: I l/2'-lt-Qt
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YAIL, COLORAP6
Revision:Job No: l9@l1OO Detail No:
1.1,1
Drarrn By:
Pierce, Segerberg & Associates Architects
181? trazcc Street Sulte C-2 Far:303-6?3-2?6?
Dcaver Colore lo 8O?OZ Tel: 303-0?3-3355
Date: l1^/O7/97
Scale: I l/z'-lt-O'
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AUgTRIA TAUS
VAIL, COLORADO
Revision:Job No: lVllOO Detail No:
l.L2Dravn By:
Pierce, Segerberg & Associates Architects
1817 trazee Street Sulte C-? Fa:: 303-023-?262
Deuver ColoraC c 80202 Tel: 303-623-3355
Date: ll/O7/97
Scale: 1 !/lr=t'-Or
AUSTRIA I{AU3
VAIL, COLORADO
Revision:Job No: lVllOO Detail No:
1,.13
Dravn By:
Pierce, Segerbeig & Associates Architects
161? fazei Stre;t Sufte C-2 Fa::303-6?3-??62
DcDyer Colorado 8O2OZ Tel: 303-623-3355
Date: ll/O7/97
Scale: I t/ta=l'-Qt
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AUSTRIA I..{AU3
VAIL, COLORADO
Revision:Job No: l9l1OO Detail No:
L.l4Drawn By:
Pierce, Segerberg & Associates Architects
161? f,azee Stre€t Suite C-2 Far:303-623-2262
Denver Colorado 8O202 Tel: 3O3-623-3355
Date: Ll/O7/97
Scale: I t/2'=lt-Qt
AUSTRIA I]AU3
VAIL. COLORADO
Revision:Job No: l9l1OO Detail No:
1.15
Drawn By:
Date: l1-/O7/97Pierce, Segerberg & Associates Architects
161? Vazee Stre€t Suite C-Z Far:303-623-226?
Deaver Colorado 6O2O2 Tel: 303-623-3355 Scale: I l/2,=I-Or
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AUSTRIA I--{AU3
VAIL. COLORAPO
Revision:Job No: lVllOO Detail No:
l.16
Drawn By:
Date: ll/O7/97Pierce, Segerberg & Associates Architects
161? trazee Street Sulte C-2 Fa::3o3-623-2?62
Dcnver Colorado 8020? Tel: 303 -623-3355 Scale: I l/Zr=lt-Qt
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VAIL.COLORAPO
Revision:Job No: lVllOO Detail No:
l.L7Drawn By:
Pierce, Segerberg & Associates Architects
161? f,azee Street Sulte C-2 Far:303-623-?262
Denver Colorado 6020? Tel; 303-623-3355
Date: ll/O7/97
Scale: 1 l/2'=l'-O'
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AUSTRIA l-.{AUg
VAIL. COLORADO
Revision:Job No: l%l1OO Detail No:
1.18
Drawn By:
Pierce, Segerberg & Associates Architects
161? f,azee Street Sulte C-2 Fa:: 303-623-2262
DeDver Colorado 80202 Tel: 303-623-3355
Date: l'-/O7/97
Scale: 1 l/2r-lt-Or
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AUSTRIA I--IAU3
VAIL,COLORAPO
Revision:Job llo: lfull0o Detail No:
1.19
Dra'nn By:
Pierce, Segerberg & Associates Architects
161? f,azee Street Suite C-2 Fa.r: 303-623-2262
Denver Colo:'ido 80202 Tel: 303-623-3355
Date: t1./O7/97
Scale: 1L/2'=lt-Or
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AUSTRIA I--1AU3
VAIL, COLORADO
Revision:Job No: l%l1OO Detail No:
1.23
Dravm By:
Pierce, Segerberg & Associates Architects
161? trazee Street Suitc C-2 Fa:: 303-623-??6?
Denver Colorado 80202 Tel: 303-623-3355
Date: 1l/O7/97
Scale: l/2'=l'-O'
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YAIL. COLORAP6
Revision:Job No: lVllOO Detail No:
1.24
Dravm By:
Date: L1/O7/97Pierce, Segerberg & Associates Architects
161? f,azee Str€et Suitc C-2 Far:303-623-2262
Denver Colorado 8O2OZ Tel: 303-623-3355 Scale: 3r=1-o'
\-
February 4, 1998
Art Hougland
Hougland & Associates
5616 County Road 100
Carbondale. CO 81623
RE: Austria Haus
Architectural Plan
Item 3
Item 4
Prer(e. SeSerbert & Associares
Archirecrs, PC.. A.t.A.
Main Oflice
1000 S fron(agc Road W
Vail. CO I1657
fox:9to 476 4608
phon" 910 476 4433
Denver Office
l6l7 Wrzee Srfeer
Sulrc C2
Denver: CO 80202
fox: 301 613 2767
Dtoner 301 621 ll55
Dear Art:
This letter is our written response to your plan review comments and follows, in general, our
discussion of those comments by your comment numbers. I'm sorry it has taken me so long to
pull this together.
Item I Stamped Civil drawings were submitted with the "foundation plan" submittal. I
was ieminded that these civil drawings were approved by the Town of Vail
Building Department at that time, however, if you need additional stamped sets of
these drawings let me know.
The majority of the roofing is concrete tiles on battens with some areas of EPDM
sheet and some copper roofing. All of those meet or exceed Class B requirements.
I believe the detail book spec and roof systems notes on the plans support this.
We will achieve overflow for the "flat" roof arcas in two ways. The high flat roof
with the mechanical units will have overflow roof drains as will the roof at Grids F-
and 9.5. The other two low "flat" roofs on Grids F and H will receive overflow
scuppers.
Glazing is required to be tempered when required by code on the note on the
attached revised window schedule and also in Sections 8225,8312,8470, 8611, and
8800 of the Project Manual. We will be checking during shop drawing submittal
and in the field to confirm that this is executed.
As I explained during our discussion, the limited "attic" spaces we have are all
warm spaces with a fully insulated roof / ceiling assembly (with vapor barrier) at
the top of the space. Therefore, we believe it is not required nor is it a good idea to
ventilate these spaces. Art, I believe you didn't disagree with this reasoning but
wanted to leave the frnal determination up to the Town of Vail Building
Department staff.
Item 2
Item 5
February 4,1998
Art Hougland
Page2
Item 6
Item 7
Item 8
Item 9
Item l0
Item ll
Item 12
13, & 14
Item 15
Item l6
Items 17
18, & 19
Item 20
Item 21
Attic access is now shown on Sheet 412.4 at 3 locations. However, in addition we
will add access hatches to the small attic spaces outside of Units 400 and 403 so
that there is access to all portions of the attic.
Windows have been chosen to allow egress from all bedrooms per this code
section, and Sheet A8.l notes that all of these windows be provided with egress
hardware. In addition, we will be checking shop drawings with this in mind.
Complete smoke and fire detection plans were reviewed with Mike McGee today.
Mike had many helpful comments, all of which we will be complying with, and
seemed satisfied with our direction. I'd ask you to contract him on this issue.
We will be providing panic hardware on all required exit doors from the A'3
occupancy areas. This would be on doors 102 & 103, the single door QQ (near grid
7 .5 & C.3), one pair of UU doors out of the Lounge and one pair of UU doors out
of the Library
Occupant load will be posted as required by code.
System notes noted on the wall sections and plans show that exterior walls are
typically steel studs with type "X" gypsum board interior and exterior sheathing
and E.I.F.S. finish which meets U.L. Design U-472, attached.
System notes and the fire protection notes on Sheet A0.0 show that the roof /
ceiling and floor / ceiling assemblies meet one and two hour rating requirements
through the various U.L. assemblies listed. These notes and specification section
07255 specifu spray fireproofing of structural steel and decks. Columns are
protected with concrete or gypsum board wrapping per UBC table 43C (see fire
protection notes and details 6.1 and 6.2).
See comments in response to Item 1 I above.
See comments in response to Item 12 above.
Please see corrected plan attached. Exit doors directly to the exterior are now
provided with swing in direction of travel and a number of those will be equipped
with panic devices as noted above.
I believe this note refers to doors 102 and 103. The swing direction on these doors
has been corrected and panic hardware will be provided.
Please see the system notes. All corridor walls are type Wl3 on one side and Wl5
on the other which meets one-hour requirements.
February 4,1998
Art Hougland
Page 3
Item22
Item 23
Item24
Item 25
Item26
Item27
Item 28
All corridor walls and all demising walls extend up to the floor / ceiling assembly
or roof / ceiling assembly above thus providing a one hour ceiling. This is noted in
the fire protection notes on Sheet A0.0.
Railings in stairs will definitely be provided per code. AII rails at open sides of
landings are 42" high but per section l7l2 (a) Exception 3 (under "guard rail
height") of the l99l UBC rails on open sides of stair runs are set at 2' -10" .
Stair #2 has been modified so that door 104 swings into the stair. See attached
plan.
As noted in Section 3306 (n), the pitch of our roof is over 4:12 so we have not
provided a stair to the roof. Mike McGee did not insist on a hatch to the roof out of
the stair. However, I believe it is a good idea and will allow safer access to the
roof. Therefore, we will be providing a4' x4' roof hatch and a fixed steel ladder at
the top of stair #1.
The men's and women's restrooms on level One will meet all applicable handicap
accessibility requirements. We believe the plumbing count currently meets the
1994 U.P.C. as this facility is a multi-family project and all guests have access to
toilet facilities in their living unit. All common facilities are for the use of the
guests only not the general public and there is no restaurant facility.
Per discussions with the Town of Vail Building Department we have designed this
project to meet the 1994 U.B.C. in respect to Evacuation Assistance areas. That is
because we are a fully sprinklered building, we are not providing Evacuation
Assistance areas.
Vertical firestopping will be provided as per section 1704 of the U.B.C.. Please
refer to Section 07270 Firestopping, in our specification.
Art, I hope this resolves your concerns. I've sent a copy of this letter and attachments to the
Town of Vail Building Department. Please feel free to call me with any questions you have.
Sincerely,
PIERCE, SEGERBERG & ASSOCIATES, ARCHITECTS,P,C., A.I.A.A .hn'/ n 'b{/ bl/4tu ry r'Zufutrh
B.J.6avis. A.LA.
Principal
Gary Goodell - Town of Vail
Clark Atkinson - Shaw Construction
Frank Frever
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t.25Drarrn By:
Pierce, Segerberg & Associates Architects
161? trazee Street Suite C-2 Fa:: 303-623-2?62
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Revision:Job No: lWllOO Detail No:
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Pierce, Segerberg & Associates Architects
161? trazee Street Suite c-2 Far:303-623-?262
Denver Colorado A02OZ Tel: 303-623-3355
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Revision:Job No: l9l10@ Detail No:
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Date: lt/O7/97Pierce, Segerbeig & Associates Architects
101? f,azee Street Suite C-2 For:3Q3-823-2262
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Revision:Job No: l9llO@ Detail No:
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Date: lL/O1/97Pierce, Segerberg & Associates Architects
161? fazec Street Suite C-2 Far:3O3-623-??B?
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Revision:Job No: l9Ol1O@ Detail No:
2.L
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Pierce, Segerberg & Associates Architects
161? f,aree Street Suite C-2 Far:3O3-623-?262
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Revision:Job No: t@l1OO Detail No:
2.2
Drawn By:
Pierce, Segerbeig & Associates Architects
161? trazee Street Sultc C-2 Far; 303-623-2262
Deuver Colorado 80203 Tel: 303-6?3-3355
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Revision:Job No: lVllOO Detail No:
2.3
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Pierce, Segerbeig & Associates Architects
161? f,azcc Street Suite C-2 Fa-r:303-623-?26?
Dcnver Colorado 8O?O2 Tel: 303-623-3355
Date: LL/O7/97
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Revision:Job No: lWllOO Detaii No:
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Date: Ll/O7/97Pierce, Segerbeig & Associates Architects
161? trazee Street Sulte C_2 Far:303-6?3-2?62
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Revision:Job No: l%l1ao Detail No:
2.L3
Drawn By:
Date: |VOT/97Pierce, Segerberg & Associates Architects
161? fazee Street Suite C-2 Far:303-623-?262
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Revision:Job No: lvllOO Detail No:
2.16
Drarn By:
Pierce, Segerbefg & Associates Architects
161? fazce Strect Sulte C-Z Fax: 3O3-623-??6?
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Revision:Job No: l9ll OO Detail No:
3.1.
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Pierce, Segerberg & Associates Architects
161? f,azee Street Suite C-? Fa::3O3-623-226?
Dcnver Colorado 8020? Tel: 3O3-623-3355
Date: ll/O7/97
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Revision:Job No: l9oll OO Detail No:
3.2
Drawn By:
Date: ll/O7/97Pierce, Segerberg & Associates Architeets
1817 fazee Street Suite C-? Far:3O3-623-2262
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Revision:Job No: l9l1OO Detail No:
3.3
Drarrn By:
Date: ll/O7/97Pierce, Segerberg & Associates Architects
161? f,azee Street Suite C-2 Fsr:3O3-623-?262
Denver Colorado 8O2O2 Tel: 303-623-3355 Scale: 1 I/2'=l'-O'
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VAIL, COLORADO
Revision:Job No: lVllOO Detail No:
3.4
Drawn By:
Pierce, Segerberg & Associates Architects
161? trazee Street Suite C_2 Fa:: 303-623-2?62
Denver Colorado 80202 Tel; 303-623-3355
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Revision:Job Detail No:
3.5
Dravrn By:
Pierce, Segerberg & Associates Architects
161? traze' Street Sulte C-? Far:303-623-2?6?
Denver Colorado 8O?OZ Tel: 303-623-3355
Date: ll/O7/97
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Revision:Job No: l%l1OO Detail No:
3.6
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Pierce, Segerberg & Associates Architects
101? f,azee Stre€t Sulte C-2 Fot:3o3-823-?282
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Date: Ll/O7/97
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YAIL,COLORADO
Pierce, Segerberg & AssociaLes Architecls
16l? trazee Street Suite C-2 Fa-r: 303-623-2262
Denver Colorado 8O2OZ Tel: 303-623-3355
Date: lL/O7/97
Scale: 1 l/2'=lt-Or
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DOOR DETAILS
4.0
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5/4 W00D JAMB wrTH
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(w22 AT Sim COND)
REFER TO
DOOR SCHEDULE
(w22 AT Sim C0ND)
Jannb Detalfi (Head Snnn)
AUS TRI+ HAAS
lAil. (0|0RAD0
Revision:Job No: 190 t7.00 Detail No:
4"n
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-Z Fax: 303-623-2262
Denver Colorado 80202 Tel: 303-823-3355
Date:
Scale:
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REFER T0: D00R SCHIDULE
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AUS TRI4 HAAs
/Att. clLoRAu
Revision:Job No: 19017.00 Detail No:
4"2
Drawn By:
Pierce, Segerberg & Associates Architects
1612 Waze" Street Suite C-2 Fax: 303-6?3-2282
Denver Colorado 8O202 Tel: 303-623-3355
Date:
Scale:
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4AS TRIA HAAS
uAtL, c0t0RAD0
Revision:Job No:. 190/7.00 Detail No:
4.3
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-Z Fax:303-6?3-2262
Denver Colorado 80202 Tel: 303-623-33b5
Date:
Scale:
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UAII, COLORAD()
Revision:Job No: 19017.00 Detail No:
AA--1f o-1I
Drawn By:
Pierce, Segerberg & Associales Architects
1E17 Wazee Street Suite C-2 Fax; 303-623-2262
Denver Colorado 80202 Tel: 303-6?3-3355
Date:
Scale:
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AUS TRI4 HAAS
UAIL, COLORADO
Revision:Job No: 19017.00 Detail No:
4"6
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-2 Fax; 303-623-2262
Denver Colorado 802O2 Tel: 3O3-823-3355
Date:
Scale:
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AU' TRIA HAUs
yAtL. c0t0RAD0
Revision:Job No: 19017.00 Detail No:
4.V
Drawn By:
Pierce, Segerberg & Associates Architects
1617 Wazee Street Suite C-Z Fax: 303-823-2262
Denver Colorado 80202 Tel: 303-623-3355
Date:
Scale:
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File : 0810005
AUS TRIA HAUS
uAtL, c0L()R4D0
Revision:Job No: 19017.00 Detail No:
4"8
Drawn By:
Date:Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-2 Fax:3011-6?3 2262
Denver Colorado 80202 Tel: 303-623 3355 Scale:
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File : 0810006
AAS TRIA HAAS
uAil, c0t0RAD0
Revision:Job No: /9017.00 Detail No:
4"9
Drawn By:
Pierce, Segerberg & Associates Architects
1617 Wazee Street Suite C-2 Fax: 303-623-2262
Denver Colorado B02OZ Tel: 303-623-3355
Date:
Scale:
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AUS TRIA HAUS
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Revision:Job No /9017.00 Detail No:
4,fl0
Drawn By:
Pierce, Segerberg & Associates Architects
1617 Wazee Street Suite C-2 Fax: 303-623-?26?
Denver Colorado 80202 Tel: 303-623-3355
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Scale:
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Revision:Job Noi 190/7.00 Detail No:
4.nn
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-2 Fax: 303 -623 -2262
Denver Colorado 80202 Tel: 303-623-3355
Date:
Scale:
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File:081001J
AAS rRt4 H4A5
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Revision:Job No: /90/7.00 Detail No:
4"n2
Drawn By:
Pierce, Segerberg & Associates Architects
1617 Wazee Street Suite C-Z Fax: 303- 623- 2262
Denver Colorado 8O2OZ Tel: 303-623-3355
Date:
Scale:
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File:0810012
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AUS TRIA HAUS
U4IL, COLORADO
Revision:Job No /90 t7.00 Detail No:
4"fl3
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-2 Fax: 303-623-228?
Denver Colorado 8020e Tel: 803-623-835b
Date:
Scale:
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Revision:Job No: 190/7.00 Detail No:
AlIA--1f o U--1.r
Drawn By:
Pierce, Segerberg & Associates Architects
1617 Wazee Street Suite C-2 Fax:3O3- 623-2262
Denver Colorado 8O2OZ Tel: 303-623-3355
Date:
Scale:
HM JAMB BEYOND
ALUMINUM THRESHOLD
,
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IF NEEDED
Door Thneshold Detaufl
AAS TR/A HAAS
YAIT, COLOR,ADO
Revision:Job No: 19017.00 Detail No:
4.X5
Drawn By:
Pierce, Segerberg & Associates Architects
161? lYazee Street Suite C-2 Fax: 303-623-2262
Denver Colorado 80202 Tel: 303-623-3355
Date:
Scale:
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Door Jamnb Detarfl
File:0810010
4US TRI4 HAUS
/Att. 10L0RAD0
Revision:Job No: 190/7.00 Detail No:
4,X6
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-Z Fax: 303-623-2262
Denver Colorado 80202 Tel: 303-623-3355
Date:
Scale:
W3
(ARCH)
(s)
W1
W3
(BEYoND)
(s)
Door Head Detanl
File : 0810008
AAS TRIA HAAS
/AtL. C0t0RAD0
Revision:Job No: 19017.00 Detail No:
4"nv
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-2 Fax: 303-623-2262
Denver Colorado 80202 Tel: 303-623-3355
Date:
Scale:
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Door Head Detaril
: 0810011
AUS TRI4 HAUS
/AIL, COLORADTI
Revision:Job No:. 190/7.00 Detail No:
4"X8
Drawn By:
Pierce, Segerberg & Associates Architects
1612 Wazee Street Suite C-Z Fax: 303-623-2262
Denver Colorado 80202 Tel: 303-623-3355
Date:
Scale:
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AUS TRIA H4U5
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Revision:Job No: 190//.00 Detail No:
4"fl9
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-2 Fax: 303-623-226?
Denver Colorado 80202 Tel: 303-623-3355
Date:
Scale:
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Revision:Job No:. /90 /7.00 Detail
4"2@
4.2n
No:
/i
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Date:Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-2 Fax: 303-6?3-2282
Denver Colorado 80202 Tel: 303-6?3-3355 Scale:
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AAS TRIA HAAS
UAIL, COLORADO
Revision:trob No: /9017.00 Detail No:
4.22
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-? Fax: 303-623- 2262
Denver Colorado 80202 Tel: 303-623-3355
Date:
Scale:
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Eflevator Jannb AT GARAGE LEVEL ONLY
File:0810017
AUS TRIA IlAU5
/AL, C0L0RAD0
Revision:Job No: 19017.00 Detail No:
4"2V
Drawn By:
Pierce, Segerberg & Associates Architects
161? Wazee Street Suite C-2 Fax: 303-823- 2262
Denver Colorado 8O2OZ Tel: 303-623-3355
Date:
ScaIe:
SERIES 5.O
WINDOW DETAILS
5.0
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Detail No:
5.1
ob No. l9l1QORevision:
Pierce, SegCrberg & Associates Architects
181? trazcc Strcct Suttc C-2 tr'ar:303-623-2262
Dcavcr Colorado ilO?OZ Tcl: 303-823-3BSi
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AUgTRIA I..IAU3
UAIL, COLORADO
Revision:Job No'. l%l1oo Detail No:
5.5Drarn By:
Pierce, Segerberg & Associates Architects
101? llare€ Strcct Suttc C-2 8ar:303-623-2262
Dcuver Colorado 8020e Tel: 303-623-3355
Date: LL/U/YI
Scale: 3r-1{r
Sill @ Retail
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VAIL, C;OLORAPo
Revision:Job No: lVllOO Detail No:
5.6
Drarn By:
Date: ll./O7/97Pierce, Segerberg & Associates Arcb.itects
1017 trazee Street Suitc C-? Far:3O3-6?3-??lt2
DcDver Colorado 80202 Tel: 303-623-3355 Scale: 3,=1-Or
Jamb/Sill @ Retail ln E.I.F.S.
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SERIES 6.0
COLUMN DETAILS
6.0
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AUSTRIA I-]AU3
I1AIL. COLORADO
Revision:Job No: l9ll OO Detail No:
6.L
Drawn By:
Pierce, Segerberg & Associates Architects
161? f,azee Street Sulte C-2 Far: 303-623-2262
D,errvcr Colorado AO2OZ Tel: 303-623-3355
Date: ll/O7/97
Scale: 3r-1'-Or
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Garage Column Fire Proofing & Protection
AUSTR|A t-1'4U3
VAIL, COLORADO
Revision:Job No: lVl-lOO Detail No.
6.2
Drawn By:
Pierce, Segerberg & Associates Architects
161? fazee Street Suite C-2 Fsr':3O3-623-?262
Denvcr Colorado 8O?OZ Tel: 303-623-3355
Date: lL/O7/97
Scale: 3.=1-0'
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AUSTRIA HAUg
VAIL, COLORAPP
Revision:Job No: l%llOO Detail No:
6.7
Drawn By:
Pieree, Segerberg & Associates Architect-s
161? Vazee Street Suite C-? Far:303-623-2262
Denver Colorado 8O2OZ Tel: 303-6?3-3355
Date: lJ./O7/97
Scale:1 l/2.=lt-e'
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SERIES 7.O
INTERIOR CORE
AND
SHELL DETAILS
7.O
: , AUSTRIA l-iAU3
l.r'AIL. COLORADO
Revision:No: l@11@@Job Detail No:
7.L
Drarn By:
Pierce, Segerberg & Associates Architects
1617 fazee Street Suitc C-? Far:303-623-2262
Denver Colorado 8020e Tel: 303-623-3355
Date: l1./O7/97
Scale: 3.=1t-0'
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AUSTRIA {.]AUg
VAIL. COLORADO
Revision:Job No: lwllOO Detail No:
7.2
Dravm By:
Date: L1-/O7/97
Pierne, Segerberg & Associates Architects
1617 f,azee Street Sulte C-2 Fa:r:303-623:2262
Denver Colorado 8O2OZ Tel; 303-623-3355 Scale: 3r=1'-O'
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AUgTRIA I{AUg
YAIL, COLORADO
Revision:Job No: lVllOO Detail No:
7.3Drarn By: a-n.S.
Pierce, Segerberg & Assoeiates Architects
161? Iazee Street Suitc C-? Far;3O3-6?3-226?
Dcnver Colorado 8,0202 Tel: 303-623-3355
Date: l1,/O7/97
Scale: 3/4'-l'-0r
2ND LAYER
6YP. BD, OhI
CLG. AggEI1BLY
gHAFT FR41
BELOU
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9I{AFT
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LOCATED ON FLAT ROOF
I{ORIZONTAL
€,HAFf(LINED)
SECTICN CF 1LC?ED gHAFT
SERIES 8.0
MISCELLANEOUS
EXTERIOR DETAILS
8.0
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AUSTRIA HAUS
VAIL, COLORADO
Revision:Detail No:
8.2
Drawn By:
Pierce, Segerberg & Associates ArchitecLs
161? fazee Street Sutte C_2 Fax:-3O3-623-226?
Dcnvcr Colorado 80202 Tel: 3O3-623-3355
Date: lL/O7/97
Scale: 3rrl'-Or