HomeMy WebLinkAboutVAIL GOLF COURSE DRIVING RANGE .� o
V m ^
226•_6• � _ �
OUT TO OUT OF GRADE BFAM J Z
C�AL N07E� � a
DRAINAGE
225' —O" CHANNE D ALUM. OTHERS
FROM/TO INSIDE EDGE OF CHANNEL
t sra��cn��: � 4
60' -O" 52'-6" � 12'- 8" ALL WORK SHALL CONFORM TO THE APPLICABLE CODES, LOCAL REOULATIONS AND � (j
� AUTHORITIES HAVING JURISDICTION. �
\
THE ENGINEER SHALL BE GNEN 4B HOURS MINIMUM NOTICE BY THE CONTRACTOR FOR .}./ Q
O'-2' ALL REQUIRED INSPECTIONS OF FOUNOATION, REINFORCING STEEL, STRUCTUR4L STEEL AND �
� SLOT DRAIN FRAMING. U <
A53 TMP THIS SET OF DRAWI4GS REPLACES ALL PREVIOUS DRAWINGS. ' ZO
45'-O' TYP 45'-O" TYP O' -8" L �
� ALL SITE DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. NO
� C CORNER� CHANGES SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE ENGINEER. }� _
A52 3 ALL SURFACES OF STRUCTURES DIRECTLY EXPOSED TO THE INTERIOR OF THE AIR � J /�
AS3 STRUCTURE SHALL BE DESIONED TO WITHSTAND A MINIMUM OF 30 PSF. OF AIR W �
PRESSURE. 7
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - � -9 FABRIC STRE55 RELIEF CABLES ABOVE OPENINGS IN THE PRIMARY MEMBR4NE SHALL BE �
- - - - - - - - - - - - - - - - - -
DESIGNED AS CATENARY SPANS OF STEEL CABLE. SELECTED AND SUPPLIED BY YEADON \
I i � D � �y� D _ W _ p _ Q _ I I FABRIC STRUCTURES IN ACCORDANCE WITH THE FABRIC STRESS CALCULATIONS PROVIDED � � MI
� r BY THE ENGINEER FOR THE PROJECT. � �
,n c�ciX? cxx�c� I
��� "P"' I - I THIS MR STRUCTURE HAS BEEN DESIQNED USING CSA DOCUMENT 'CAN3-S387-M61 AIR � Q
I � f� . . I I SUPPORTED STRUCTURES` AS A GUIDE, AND ASSUMES A DESIGN WIND SPEED OF BO MPH. �{ �
I � � O / I W
I � � N I^ i � � � T'PICAL CORNER 8c DRAINAGE DETAIL I ' �
� � � � .. j � �� / I SCALE 1 /2° � 1 ' —O" �i Q
� � o = - , .� �� � � 2 EXCAVATION pJ�D BACKRLL� a
i > g \ � i i C �
� I � � � O '� � � \ � � / I I SOIL CONDITIONS SIiALL BE REPORTED TO THE ENGINEER AT THE TIME OF IXCAVATION O �F �
� i � � i .� X !� D ' I � � � � AND AT HIS DISCRETION THE ENCINEER MAY REOUIRE FURTMER SOILS INVEST7GATION OR N
� � � � � � I MODIFICATIONS TO THE ORADE BEAM DESIGN. � ]
I i � v � � � so' —o° rrP p �
I I � `� � , � ' f� . � � - � REMOVE ALL TOP SOIL AND DELETERIOUS MATERIAL FROM BENEATH ALL STRUCTURE /� Z "q!
� � ,' Z � . �� :��//� i I COMPONENTS. W � �',' �
� I ; '� �� / �,'� � I USE ONLY ENGINEER APPROVED COMPACTED FILL TO RAISE GRADES WHERE REGUIRED � �
� �. � BENEATH STRUCTURES. � W
� _ I �---~' I Y
�\ COMPACT ALL CRANULf�R FILL TO 887G SPDD. COMPACTON TESTING SHALL BE CARRIED
I I ' 1 � � I � OUT BY A OUAIJFIEU GEOTECHNICAL CONSULTANT PRIOR TO INSTALLATION OF ANY
� � ', li I I STRUCTURES SUPPORTED ON FILL
� I ' �� � -� I I 3 SLOPE ALL GRADES AWAY FROM THE MR STRUCTURE AND IT'S COMPONEN75.
� I
i i 5 ' jr-" �/ � �� 5 -` i I�� A53 PROTECT EXCAVATIOIJS AND GRADE BELOW SLABS FROM FROST PENETRATION BY PROPER
� �' �`, ' USE OF STRAW, THFRMAL BL4NKET5 AND TARPS.
1 20'-O"
121 • -B" � I : I, I - I � � SIRUCIURES L1D.
FROM/TO
O� GRADE BUEAM OF ICHANNEL I I� . ` .__. I 1 l � � � I � 3. ��� OF�SERVIChEµD SWLLL RE►IAW
� I - � I � �. I �r ul nues rne rnoPemr ov
� ! 3�_0- � I R�aicn�or+ ����
� I ���� '� I ALL CONCRETE AND REBAR SHALL CONFORM TO ACI COOE 316-BC. YATIItNL COMNNm HER�N, OR
� TMP � � urr vurr n�oF. x rHOriiertEu
I � � � � CONCRETE STRENCTN SHALL BE 3000 p81� 6% +/— 17i AIR aW7. IN ALL CASE3, UNLES9 WfflqUf 7NE WRRTQI CONSQR OF
I �� ' � I OTWERWIBE SPECIFlt.D. YEI�DOf7 FABI'�nC0 Sff7UC7URE$ L[J„
I I � � � ` I UsC ONLY OMD6 e0 (00,000 rsl) pGIORMCD RCOAI�. ���°�� �E"' �Y'
I � - � APPROPRIATE MEASURES SHALL BE TAKEN TO PROTECT CONCRETE FROM EXCESSNE ��'S �� � � � O
� � � . i' ��� �, , ' v �� , � L ' EVAPORATIVE WATER LOSS AND ENSURE PROPER CURING.
I I � � ' �� � Y i � I ALL CONCREfE SHALL BE TESTED BY AN ACI CERTIFIEO CONCRETE TESTING LABORATORY.
I tt � � � �' I I USE HICH FREOUENCY VIBRATON TO PL4CE ALL CONCREfE. '
� � � .� i' �'. . . , � � � . � � 60' —O" TYP
� O H �
DRAINAGE pppROPRIATE MEASl1RES SHALL BE TAKEN TO PROTECT CONCRETE FROM EXPOSURE TO
i � � > � .� w W � � � � O7HERS FREEZING TEMPERATURES FOR AT LEAST (7) DAYS FOLLOWING CONCREfE PLACEMENT.
W � I T1'P. UNLE55 OTHERWISE SPECIFlED. ALL CONCRETE SURFACES SHALL BE GNEN A 'SAC—RUB'
� � �.
V /- �' � � � B FINISH.
i � � � . ' - � `�� W .
I . Q . . . _ - ASZ ENSURE 2" MINIMUAA COVER FOR ALL REBAR IN FORMED CONCRETE, 3' MINIMUM COVER
I . . W , I � � � � FOR CONCREfE POURED AGAINST SOIL.
J
� � � r7 , 0 O _ - � I i RE-BAR LAP/SPLICE L[NGTHS
I i . � W � . . . _ . i I �14 � 1 B'
� . � � � � {�5 24'
I I �l D D D D I I 7YpICAL SIDE DRAINAGE DETAIL fY8 � 32'
IL - - - - - - - - - - - - - - - - - - -- - - - - J I SCALE 1 /2" = 1 ' —O" �
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - � - - - - - - - - - - - - - -�= - - - - - -
/�/� p� � �� 4 I _ _ 2 I
A52 AS2 p �Tp1�+ A ' �y-� p,
. _ — . _-_- _ -_-. _ -_ . -- . 4. a.GVlfIIVI�L. I`iV1��C.'.�7 _.
FLWR f L/'U\ -- ', ANODIZED LIGHTING RECEPTACLE KEY:
� . - .. � . .. -- - --- I ALUMINUM IYP. _»
� ' CHANNEL g \, EXITS: '
SCALE 1 /18•• m 1 ' -O,• I, �I CONCRETE • qqq =e
�. GRADE BEAM AS2 RECEPTACLE FOR ( 'I ) DOUBLE BALLAST . . . y� THE CONTRACTOR SHALL PROVIDE C1 ) 110V/iSA DEDICATED CIRCUff FOR EMERGENCY
I- U LIGHTING ONLY AND ALL EMERCENCY LIGHTS SHALL BE POWERED BY THIS CIRCUIT. �
� � RECEPTACLE FOR (2) DOUBLE BALLAST . . . � � POWER SUPPLY FOR EMERGENCY EXITS SHALL BE BROUGHT WfTHIN 12' OF EACH EXR =„
7 II
AS2 I /n\ DOOR OPENING AS '_OCATED IN THE CONSTRUCTION DRAWINGS. —
LJ
38' -O" 74'- 6' 42'- 8" I� 70' -O" WHERE THE POWER SUPPLY IS RUN IN CONDUR CAS7 INTO THE FOUNDATION GRADE —
II AV D CONTACTAW�ITH ANC ORBBOLT'S.VIDED BELOW FINISHF_D CONCRETE SURFACE TO
i �I LIGHTING:
POWER SUPPLY FOP. LIGHT FlMURES SHALL BE BROUG'1T TO THE LJGNT STANDARDS AND
OR RECEPTACLES A:i LOCATED IN THE CONSTRUCTION 7RAWINGS.
� VOLTAGE, AMPERACE AND BALLAST LOCATIONS SHALL F�E CONFIRMED BY THE CONTRACTOR
VEHICLE AIR LOCK TO YE4DON FABRIC STRUCTURES, IN WRITING, PRIOR l0 COMMENCEMENT OF ELECTRICAL
3 LEAF REV. DOOR H.CAPPED EXIT (20'LONG) WORK.
ff IS RECOMMENDEC THAT LIGHTING CONTACTORS BE USED WITH REMOTE LOCATON �p, pEg�gp� p�7E
SWITCHING AT A C��NTROL POINT, LOCATED BY THE OWNER / DEVELOPER.
VEHICLE AIRLOCK: REVISIONS :
CONTRACTOR TO SUPPLY POWER AS REQUIRED FOi OVERHEAD DOOR OPERATORS.
CHECK WITH YEAOOPI FABRIC STRUCTURES FOR POWER SPECIFlCAT70N.
SEAL:
3s. _o.. 5. tuC-CHANCAL E:OUPA�fT�
POWER SUPPLY FOR. MECHANICAL EQUIPMENT SW1LL BE BROUGHT TO LOCATIONS AS
INDICATED ON THE t:ONSTRUCTION DRAWINGS. /NOTE: EOUIPMENT IS SUPPLJED WITH
I 1 MAIN DISCONNECT).
O I I YEADON FABRIC�STFrU TURES �IN WRITING,SPFf ORBTOCCOMMEN EMENT~OFCEI.EN C�T'RICAL TO
GRADE WORK.
- - — - - - - - 4. _0.. THE CONTR4CTOR SHALL SUPPLY AND INS7'�iLL DEDICATED CONDUR AS REOUIRED FOR
�______________—______—______—_____—____________—_—_____________________—___—______-___—_�� THE REMOTE CONTF.OL STATION. (NOTE: EOUIPMENT IS SUPPLIED WITH REMOTE pROJECT:
CONTROL CONNECT70N5 FOR PRESSURE CONTROL, BURNER ON/OFF, SELECTED SWITCHES
SOUTH ELEVAl10N
AND A MAGNAHELIC SENSOR.) TOWN OF VAIL
SCnLE 1 /� B" � 1 '—O " THE CONTRACTOF SHALL SUPPIY AND I� STALL CONDUR FOR 3 8' O.D. PLASTIC TUBING
Z� � TO RUN FROM THE MAGNAHELIC AND T �iMINATE INSIDE THE a srRUCruRE. HOCKEY
� � O ARENA
VEHICLE AIR LOCK '��� /
(20' LO NG) I� I
STANDARD EXIT 3 LEAF REV. DOOR ` , � VAIL, CO .
�. � a , 000�o
FACE OF BUILDING � � f � � ��� DRAWINO :
MECH. PU1NT � PLAN/ELEVATIONS
FACE OF BUILDING BEYOND � � � SCALE :
� � ,I 1 / 16 " = 1 � —O ..
36. _�.. �� '��
FENCE, I� n � � � DATE:
BY OTHERS I��
� / v 16/OCT/2000
� ��
� nO � DRAWN BY:
� J . G . I .
GRADE �
_ - - - ' APPROVED BY:
4, _0, - - - - - �— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --�- - - — � � � G . D .
WE3T ELEVATION �` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
SCALE 1 / 16" = 1 '-O" � PROJECT NO. :
/ 0027
� ORWG .
NO .
AS-1
� o
I
;� a
GRADE BEAM 7yp�CqL FABRIC ATfACHMENT DETAIL GRAOE BEAM J
FABRIC MEMBRANE Z
ANODISED ALUMINUM ANODISED ALUMINUM
CHANNEL CHANNEL SHELTER RITE 8028 M
W
DOOR FRAME ANGLE BRACE ROPE FABRIC CURTAIN DOOR FRAME ANGLE BRACE FABRIC CURTAIN �
EDGE p(IT SIGN WITH EMERGENCY �
STRE55 RELIEF CABLE STRESS RELIEF CABLE LIGHTS AND BACK UP BATTERY �
1 /2' x1 1 /2"
CLAMP CNANNEL
3'- 10 1 /2° S/1B' BOLTS
•9� O.C. 4�-4 � �Z STEEL DOOR FRAME ASSEMBLY O
3/16' STEEL PLT. ALUM. DOOR PANEL � �
SURROUND C/W PANIC RELEASE HARDWARE '
L °
3 / 3 \ � W
AS2 \ DRAINAGE DESIGN A52 \ DRAINAGE DESIGN 7
IiJTERIOR E3Y OTHERS INTERIOR BY OTHERS ' ` O
SURFACE / \ SURFACE / \
/ i I . / I I I I � I \ •� �
L *
; , I � � i � ,
8'—O' ANGLE BRACES FIXED TO SI,AB � C
0 o i � o 0 0 0 ( � o o lWCHORS EA. BRACE�SION � R
� ' ' ` I � Y
� . . ' r . �rl � � � � � � � �
cw�oE `- 'J � - - - - ; - � �' GRADE �� i i _ _ i i i ; r �' d
: _ ! ; . . - -
1 � __ __ ,_ T __ __ __ I— _. . _ _l �4 BARS O �
! � ; t ! I I , I I � CqBLE ANCHOR SEE P�,AN DETAIL
CABLE ANCHOR I I I I I
I I : � � PLATES AS SUPP PLATES AS SUPP Q
— E _ — _ + - - _I_ — _ .'_ - - _ ; — � _ _ _ _1 _ _ __ �.. _ _ . .�. __ — __ � _ - _ .1- EXP.WSIDON ANCHORS
BY YEADON (2 � /2' ]
4'—O' � I QO � ! [XPANSfON AN�HORS 4'—O" I I I O I I I
y—g' I i C . I �CH SIDE C EACH SIDE �(
�1 ; 2�-6� � ! � "I � � � REINFORCED CONC. SLAB W Z
TMP — i ; . - -�- - - - - - - - i — REINFORCEQ CON0. SU1B TMP �. . I I I I I �
. .. .... ... . . . .. _. ... . _._ __ . _. _ .
� ; � I �4 BARS 07 2' O.0 � � � � � BOTH WAYS �NTERIOR �
; - i BOTH WAYS ' 1I4 BARS 012' O.0 SURFACE
. _ ORADE � y�
; i I I I I I x
� 3' COVER MIN. � • O'-8�
— � - -- � _. . .;- - - - - `- - - - � — 3' COVER MIN. { . . _. . _ .... � ..... _ . I -- --- - i - -- I_. _.. . ; • � _'k
� O'-6'
.�--- S'-6' �
. � 3'—O' � 4'—O� � •—�•
OOPTIIIOIIn
1 NP. �� ExiT �� 2 �P. �"'�.Ci/��E� �R � 3 NP. �R s�+�N YEAOON FillIUC SIRUCIIIRES UD.
ns2 scn� i /z' - i •- o� wsz scuE i /2' - � . _ o^ ns2 scuE �/2" - � ' - a" aF gxMCe �uo s�w�. �wN
n+�s wm� s
AT N1 IYER 7XE PROPFRIY OF
YFIIDON FA�iIC SIRIICIURES UD..
NFPNODUCIION OR RFAISE OF 1FIE
W1F1tlI1L CON�AItfD MIFAEN. OR
STRESS RELIEF CABI.E -I I FABRIC MEMDR/WE ANY FARf 71fJIEAF 6 PRO!lllm
ANODISEO AI.UMINUM SWEL'YEIt RITE l028 � �� � �
CHANNE6 I ' FASRIC MEMSRANE
ORADE BEAM DRAINAGE DESIGN SHELTER—RITE 8020 O'-0' /�'�T p�N � �� � M �Y
HEICHT OF CHANNEL � �� � � �, �
050'—O' O.C. MAX,
I BY OTHERS FABRIC CURTAIN 0�-3 TYP EACH SIDE OF EXITS
INTERIOR MIN COVER SEE AS- 1
SURFACE
� � � � � � 3 LEAF REV DOOR TROWEL ROUNO
- AS MFG BY INTERIOR
I ! � � ! � _ KIRK de BLUM SURFACE O'—O 7 /2'
SEE MFG. DWG. a��E
0 0 0 0 ' I ! . I I o 0 0 0
I ; I i ! I I
GRADE ^ .� -� ; I � i . I I I �; ' "hi; O'-3` MIN — 4) 3 BARS CONT. HORR.
��, .i;._ , , ,
! �•` j I I ' � I ' I �.�1 IMPORTANT: COVER
� .
_ _ - - _ — _ _ _ - - - - _ _ _ _ __ - - - _ __ _ __ _ - - _ — G.
i I � ! � � SEE SEPARATE INSTALLATION � EN RE
TO MAINTAIN MIN 2' COVER.
� ( � I , � _ i INSTRUCTIONS SUPPLIED WITH
, � � ALUM. CHANNEL. USE DETAIL 'B'
I I I I I /4 BARS FORMED.
_ '. _ _ � _ — r _ __ �. - - _ — _ - .� __ — � - - - `_ _. _ .t _ SEE DEfNL 9/AS2 FA. SIDE
I I I I I ' ! C�� �CHOR 024' O.C-
: � PLATES AS SUPP LlNE OF FABRIC
� ! ! ( I � 1 gy yEApON (4) 7 /2'
_ _ � ' _ _ _I __ EXPANSION ANCHORS . ATTACHMENT 3'—O' POURED CONC
. _ _I ___ __ .. . . ._ — _. - I. _ _. . ._ _ _ .. L ___ _. I _ . . - _.. i EACH SIDE GRA�E BEAM
j 7._0. I I I I I IMPORTANT: 3000 PSI
' � j i I i i I I 67L +/— 1 ![ AIR ENT.
7 _O� '_ _ ! � _ ; _ _ I I i REINFORCED CONCRETE R CUIRESTHATLFULI CONCUPLIFf
. � __ . . . _ _ _ — . _ . . I_ _ . _; _� _ . ._ __ r. . __ - - ; __ SLAB 6'- 1 O 7 /8� ' STRENCTH BE ACHIEVED BEFORE
' � � � � TO ENSURE VOIDS
j , i i I I I CHANNEL IS SUBJECTED TO VIBRATE CONCREfE
LOADING. OWNER / CONTRACTOR
SHALL TAKE ALL NECESSARY ARE FlLLED ANO
_ ;_ __ _. � � - -_ � — — - . J. — MEASURES TO ENSURE THAT N
. _ __ _ - � —. __ .. _ Q- — — — _ . 1.. _ . _ ACHIEVEO BE7WEEN
GOOD 1
� ; � i ; CONCRtTE IS PROPERLY PLACED � O'-9' � • O'-9' �
' I ' ' ' AND SUFFICIENTLY CURED. IF CONC. AND ALUM.
� I � I I I /4 BARS CONSTRUCTED DURING COLD OR CFIANNEL
2 _6� _ � _ _ _ I _ _ _ L _ _ � _ _ _ _ _ _ _ . � _ _ � _ _ _ �_ __ _ I _ SEE PLAN MFASURES CNCLUD NG � INSULA IT ON
T•P I . � I ( I i �4 BARS • 12' O.C. D�p�L NOTE:
� I I BOTH WAYS. MiN 3' COVER AND HEAT SUPPLY MAY BE
i � SEE TYP. SECTION NECESSARY. GRADE BEAM IS FORMED
.
� � � �
- INTERIOR - 7 '—O' • • SINO E�POURHTO TCH�E TOP A
_ - - � — ___ — r — __ + - - - - - - � _. — � - - - � - - _ r — SURFACE
SURFAC WH
3—LEAF REVOLVING DOOR O'—B G�DE O•—g• BETNOTFISEDL NTADVANCE
CERTIFYING ENGINEER SHALL
AS MFG BY KIRK dc BLUM � • � TO PROVIDE DETAILING OF
• A SUITABLE ALTERNATVE.
7•_g. • � • � ._Q..
9'—O' 3'—O'
� '—O'
5 7•—p'
�2 (4) �4 BARS CONT. HORIZ. �'
a 3-LEAP REV. DOOR 5 3-LEAP REV. DOOIa SECTION 6 IYP. C�iRA�E BEAM 8ECTION RCVISIONS:
�2 SCALE 7 /2" _ '1 ' — O' A'a2 SCALE 1 /2' � t ' — O� '�2 SCALE 3' � 1 '—O'
SEALx
INTERIOR SHELTER RITE 8028
IJNE OF FABRIC FABRIC MEM
SURFACE ATTACHMENT
LINE OF VAL O'-3 7 /2' —�
FRqME INTERIOR SURFACE EXTERIOR SURFACE
GRADE �'s' � OF GRADE BEAM OF ORADE BEAM
LINE OF STRESS
LOCATION OF GRADE BEAM RELIEF CABLE
2' SLOT DRAIN INSIDE FABRIC qNODIZED ALUMINUM CHANNEL. �•— � � �2
BOTH SIDES ,� 4'—O° ALUM. CFiANNEL CURTAIN SUSPENDED OVER OPEN TRENCH rROJ6CTi
DURING POUR.
DR/UNAGE DESIGN VIBRATE CONCREfE TO ENSURE TOWN OF VAIL
PREFABRICATED BY OTHERS
STEEL FRAME/ VOIDS ARE FILLED AND GOOD
SECONDARY CABLE FABRIC COVERED BOND IS ACHIEYED BEfWEEN HOCKEY
ANCHOR PlATES VEHICLE AIRLOCK / CONC. AND ALUM. CHANNEL.
ARENA
AS SUPP. BY YEADON
(4) 5/8" EXPANSfON SEE MANUFAC.
ANCHORS, EACH SIDE
SPEC. � g�-6� O -3 9 1 B
20•—O`
SAW CUT CONTROL / \ WOOD RBLOCK�,LEN 3��BD LENGT S
VAIL, CO.
�
MIN 1 /4 DEPTH OF SLAB OOO/ O
j
CLUBHOUSE BUILDINC Typ, g' SLAB ON GRADE EDGE OF SU1B DRAWINOt
BY OTHERS 2B OZ. VINYL POLYESTER WELDED FABRIC O,—' '/8w
! MEMBRANE, WITH 5/B� DL4METER DETAILS
3000 PSI CONC. R/W POLYPROPYLENE ROPE, WRAPPED AND
' ! �4 BARS O 12' O.C. 13'—O' O H DOOR
/ WELDED INTO FABRIC EDGE. SCALCs
� BOTH WAYS. ON O'-2 23/32'
'1 O'—O'
� 6" COMPACTED GRANULAR BASE I 10'—O' I AS SI'lOWr1
i DATE:
I I I BLOT DRAIN DETAIL M10DISED ALUM CHANNEL � G�OCT�ZOOO
I TOP OF 2" REMOVED
I GRADE
. BEAM DRAWN OY=
j INTERIOR SIDE J .G. I.
' ' 74'—O"
OF GRADE BEAM
APrROVEC BY:
— �
_ i __,f
_ � G . D.
15'—O' i 2Y
SLOT ORAIN O 30' O.C. MAX. TYP PROJECT NO. s
! EXTERIOR SIDE OF dc AT EACH SIDE OF EXITS. SEE A51
ORAOE BEAM FOR LOCATION DETAILS. OOZ7
8 �
� TYP. VEHICLE AIRLOCK PLAN ,�2 I s VEHICLE AIRLOCK EL.�V'N. s TYP. CHANNEL SECTION auw O N T.RADE e� No o.
L. A
A52 SCALE 1 /4° � 1 ' — O' A52 SCALE 1 /4' � 7 ' — O' A52 SCALE 1 ' — O'-2' /'1�-2
� O
_
�' Q
J =
Z
� �
C� MECH. PLANT � O
INTERIOR
SURFACE
�
' � 0
`,,,� � I
GRADE �'y; Q I Q �) '/�
� � VJ W
LOCATION OF � I ( V �
2` SLOT DRAIN .— n
BOTH SIDES 3'—p' � �
I I ( B'—S' FABRIC ATTACHMENT �
K
� I FABRIC CONNECTION {� �
1 .00 MILLION BtuH OUTPUT o I O
NATURAL GAS FlRED � Y
�
HEATER/INFI.ATION UNIT, I � 3'- 1 O' � �
SUPPLY AIR VOLUME 10,000 CFM., O
W / INTEGRATED STANDBY FANSET. z MECH. PLANT
NATURAL GAS CONNECTION � �3
7'- 14° W.C. INLET PRESSURE. � - 19'—O'
SEE MFG. SPECIflCATIONS. I I I FENCELINE BY OTHERS — — — — — — � O
POWER � Z
STUB—UP
I LOCATION ` l f � A\ �
T'P. B' THICK SU1B ON GRADE o � O • W
3000 PSI CONC. BR t/—� 7L AIR ENT I I ` '1 ` ' I I I � Y
�4 BARS O t 2' O.C. BOTH WAYS
ON 6" COMPACTED GRANULAR BASE • • '
I I I
\ <
FENCELINE WRH MAN GATE ( � � I - F/A I I • 5� �FA9�: gIRUC1��F8 �70.
� OTMERS � I I I I TM� W,� � � �
— — o L . — - — - — - — _o— • . . ov Am�LMCE NID sEwl xow�
I EDGE OF EXISTING CONC. PAD I I R�A YFADON FABIUC SIRUCIUiF3 L7D..
AT 70*5 7HE Wi0PkR11' OF
REPROClM7110N GR RF113E OF 7FIE
WiflML OONfAl1ED HERE'IN. qt
ORADE N!Y PMf 7if71EOF�6 PIIOId�
o•_�• �• , a•_o• - - - - --- --- - - - - - -- - - �
, 9•-0- � ort�wNOS s�w�. wcr ee sr�u�o
CONC SLAB � _ _ _ _ _= _
NOTE•
LOCATE GAS
MEfER ON SITE
ACCORDING TO -
LOCAL CODES
AND REGULATONS
i MECHANICAL PLANT PLAN OONFIC� z MFC�iAN�C/�►L.- P�-ANT FABFtlC CONNECTION
A53 SCALE 7 /4' — 1 '—O' AS3 SG1LE 7 /4' � 1 ' —O' .
ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL �2�—��
RECEPTACLES FOR BALLASTS, AT GRADE BEAM. SONOTUBE
FINAL LOCATION OF RECEPTACLES TO BE SUPPLIED TO
YFADON TO ENSURE TMAT ADEQUATE WIRE LENGTHS
ARE INSTALLED IN DOME. e � BASE
EACH DOUBLE BALLAST SERVES (2) LIGHTS.
TYPICALLY BAW�STS ARE SUPPLJED WITH (2) e e
RECEPTACLES FOR PLUG ENDS FROM LIGHTS.
OPTIONAILY BqLLASTS MqY BE INSTALLED
IN REMOTE LOCATON AND HARDWIRED -
BY ELECTRICAL CONTRACTOR. FOUNDATON PLAN �
FOR 208V SITE VOLTAGE: 4'
. 20H/1 /60 INPUT TO BALLAST �"��N (2) �4 BARS
FLA. 17 .4A FOR EACH DOUBLE BALLAST. EACM WAY �r
FOR 460V SITE VOLTAGE: 2'—B� 5'-8�
277/1 /60 INPUT TO BALLAST NTS NTS
FLA. 7.BA FOR EACH DOUBLE BALLAST. —�- N0. OQCpIAIpI UAIE
460/7 /60 VOLTAGE OUT TO LIGHTS O REVISION3i
FOR EACH OF THE ABOVE. pi_pN m
3_i.��'
LOCATIONS
aen.�:
sFCTION O R — ea P�-AN �
3"z3' H55 4 uMP
I .n(�aTInNQ
(GALV.) - -- -
FABRIC MEMBRANE
SHELTER—RITE 8028
REMOVABLE PINS ALIOW STAND TO
FOLD DOWN AS REQUIRED FOR
INSTALLATON OR SERVICING
STEEL (GALV.) LIGHT STAND BASE
AS SUPPLIED BY YEADON
BASE PLATE c/w 02 1 /2 NOM., 2.875 O.D. x 73" .
PIPE WELDED TO UNDERSIDE FOR INSERTYON 10'—O'
INTO PVC PIPE (BY OTHERS) CAST INTO NTS
CONC. FOUNDATION AS SHOWN.
�NSTALL AFTER (7) DAY CONC. STRENGTH. PROJECTs
r,,� ,w�� LOCK TOWN OF VAIL
PLUG ENDS, SUPPIJED
AND INSTALLED AS PER
SIGNED ooMw�T. HOCK
en�u�sr INSTALLED ARENA
AT GRADE BEAM �
•
��
INTERIOR � '—O 7/4'
SURFACE
GRADE . . „ , . . .
• •
� : ;�� , � �<�\ :\��\� : \ VAIL. co.
DOUBLE /SINGLE RECEPTACLE BOX � •_6� 00070
CAST IN GRADE BEAM
FLUSH TO TOP SURFACE a 4'—O'
C/W WEATHERPROOF COVER. - SONOTUBE DRAWINOs
SEE A51 FOR LOCATIONS m3' NOM (3.5'O.D.)
scH. 40 ■is' DETAILS
PVC PIPE SLEEVE CAST
BEND RE—BAR TO INTO FOUNDATON. SCALEi
MAINTAIN MIN. 2' COVER - �- � - CAP BOTfOM TO
PREVENT CONC.
3'—O• BACK FLOW' 148 $f10Wr1
NOM DIM TO � - PROVIDE REMOVABLE TOP
DAT6s
FLEVATIOni INSIDE EDGE , CAP FOR SUMMER SEASON
LJGHT STAND AS OF CHANNEL a
16/OCT/2000
SUPPLIED BY YEADON
POURED DRAWN SYs
CONC
m2'-o" 3000PSI J .G.I .
APrROVED YY:
G. D.
rROJECT NO. :
0027
a TYP. LK�1FiT 8TANDARD8. a NOT USED
A53 SCALE � /2' � 1 •—O" A53 SCALE NROWO.
AS-3
� �
x
�1�+ °
Town of Vail
OUT TO OUT OF GR/1DE BEAM �L �� J �
DRAINAGE O��'�� i _O�� � Z
�/
225 -O' CHANNE D ALUM. OTHERS t � �
FROM/70 INSIDE EOGE OF CFUINNEL
6�•-�- g2•-B- , , 2•-6- � L
(�� Y ALL WORK SHALL CONFORM TO THE APP4CABLE CODES, LOGAL REGULA710NS /�ND
T AIRHORITIES FiAVIN(3 JURISWCTON.
THE ENGINEER SHALL BE QNEN 46 HOURS MINIMUM NOTCE BY THE CONiR/yCTOR FOR �� 0
-�� O'-2' ALL REQUIREO INSPEC710NS OF FOUNW►TON, REINFORCINC STEEL. STRUCTUftAL sr�� wwo � �
7
g-�,�' � SLOT ORNN FWIMING. �
qg3 � � TMP TNIS SET OF DRAWINOS REPLACES ALI. PREVIOUS DRAWIN65.
45'-O' 7YP 45'-O' TYP O'-B'
' C C RNER � CHANOES SHALL BECMADE WITHOIJT WRITTERN APPROYAL 9�Y��7HE RENG NEERTEIY. NO i./ I
m � f
3 AI.L SURFACES OF STRUCTURES DIREC.`TLY EXPOSED TO THE INTERIOR OF 7FIE NR
'�2 P�SCTUEE SHALL BE DESIONED TO WITHSTAND A MINIMUM OF 30 PSF. OF NR � j
AS3
- - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - �•-9w FABRIC SiRESS REL�EF CABLES ABOVE OPENINCiS IN 71iE PRIW�RY MEMBRANE SFIALL BE O
- - - - - - -' - - - -- - - - - - - -
� DESIONED AS CATEN/�RY SPANS OF STEEL CAB SELEC7ED AND SUPPUEO BY YEADON �
I -r - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - '- - - - - - - - - - - - - - - - - - - - - - - � I FABRIC S7RUC7LRES IN ACCORDANCE WI'TH THE�ABRIC STRESS CALCULATONS PROVIDED �� rl
I i \. � p � _ Q _ p � p _ Q _ i I BY 7HE ENOINEER FOR THE PRQJECT. � '�
CJm(J OmD
I 1- THIS NR SiRUCTURE W15 BEEN DESIONED USINC CSA DOCUMENT 'CAN3-5367-M61 AIR �
� � -. _ . . _ _ � ._.. _- ___ .._...... _ __....__.__- ______-. - - � I SUPPORTED STRUCTLRES" AS A GUIDE, AND ASSUMES A DESIGN WIND SPEED OF 80 MPH. d'.
___ __ .-- ---- -..
__
----- . ._...._---
I ' � / _ . - � - �------ ---_......_--------- ---_. \ / � � Y
I � � I �, � � 'fYPICAI. CORNER dc DR/UNACE DEfAIL �
I � , � i ,,"_� �_�� m ��—� �,\ / � I scn�E i /z' — i '—o' �
� � � � i j � \ ° ' \. `�% i � 2 D(CAVA'�ON /!�D BACKF71� °'
I � �� x ` � / \ � � I O �
I SOIL CONDITIONS SF1ALL 9E REPORTED TO THE EN6INEER AT THE TME OF EXGVA710N
� ; �� � � � -� '�I � I � � � AND AT HIS DISCRETION THE ENOINEER MAY REQUIRE FVRTHER SOILS INVESTQATON OR
( , '. t i � � I � Bp•_�- MODIFlCATIONS TO T!iE -ORADE BEAM DESIGN. � ]
i � �I � � ; � / / 5 \ / - `' i � TMP �M�� TOP SOIL AND DELETERIOUS MA7ERUIL FROM BENFJ►71i ALI_ SiRUC7URE /�{ - Z
I �YYI
, \ � � i � s ///�����`
� � � . � / / Ii �� � �� ; � I USE ONLY ENGINEER APPROVED C0IAPACTED FlLL TO RAISE OIZApES WHERE REQUIRED �J � `
I � � ` - -- `- -' . I I BENEATH STRUCTUR'S. � y� T
� �. � i � COMPACT ALL GRANULAR FlLL TO o67L SPDD. COMPACTION 7ESTNG SFW1. BE GARRIED y a
I I I � OIJT BY A OUALIFlEG GE07ECHNIC.AL CONSULTMfi PRIOR TO INSGLLATON OF ANY
� � � � I ' STRUCTUR6 SU�PORTED ON FlLL
� � � i� `��-,� I � I '� SLOPE ALL ORADES AWAY FROM TNE AIR 57RUCTURE AND IYS COMPON6NT8. ; O
� i � F ��� �� �`\ %� � g i � �3 PROTECT EXCAVATONS AND GRADE BEIAW SLABS FROM FROST PENE7TtATON BY PROPER w �
I USE OF STRAW, 7HERMAL BUWKET'S AND TARPS. O
I S I \ % /W+
OUT TO OUT FROM/TO i I�� �' ! � ��' ' I � I � � �' i V ..
OF GRADE BEAM �NSIDE EDGE �`� (J ;\ 1 . ,� ( I � � � I � I � � �p�� �� FO ��
OF CHANNEL I ; I I J a g��,E �
� � i �---- - �. \ !, \ � � � . � � � SIN1CIUiFS UD- �
� i� 3'-O' 1 � RFP�RDOUCIION qt FEUSE OF 1FE
i � � ` -F� � �� \ �- I NP I i ALL CONCRETE AND HEBAR SFULL1. CONFORM TO ACI CODE 316-09. �� �
� I � ; �I - - •Q` I I I i3Ti�i ��NWI�E BpLCl1�1[D.$FN4L Bff 3000 PSI. OX i-I- 7 % NR 6Nf. IN N.1 CA8[$. UNLfi$S OOIqi1ROF
� I j � j X � I � „
' � / - - -- --`_ 3 Ut[ ONLY ORAD[ OO (OO.o00 P!1) DCPORM[D RRW�. Y
� ' � � j �'� �N� ~�'\ I � � APPROPRIATE MEASURES SHALL BE TAKEN TO PROTECT CONCREfE FROM IXCESSNE � �� � � ��
EVMORATIVE WATER :ASS AND ENSURE PROPER CURING.
� i � � / / v \ � I
� � I � V ! \ U \� . � I � ALL CONCREIE SHALL BE TESTED BY AN ACI CERTIFlED CONCRE7E TESTINO UBORATORY.
� I �\ / > X I I, / I ( � \ � I i 60TMA0' USE H16H FREQUENCY VIBRATON TO PLACE ALL CONCREI'E.
I � '�.� � W W ; i i- � � %� � I DRPJNp`GE APpROPRIATE MEASURES SWLLL BE TAKEN TO PR07ECT CONCRE7E FROM IXPOSURE TO �
I � �� � � O I \ � X � f I � � FREQINO TEMPERA7L�RES FOR AT LEAS� (� DJ►YS FOLLOWINO CONCRETE PLACEMENT.
IQ� W � � W �, �� � TMP• OTHERS
� I ` \ W aQ[j � \ / � \� p .�; � I 3 6 FlN�LSEHSS O7HERWISE S^PECIFlED. ALL CONCRETE SURFACES SW1LL BE ONEN A 'SAC-RUB'
� � �� �'f = \� �___�" / � \j`�`� / � � I I �2 OR �2 ENSURE 2' MINIMUM COVER FOR KL REBAR IN FORMW CONCREIE. 3' MINIMUM COVER
� � �`-. � { . � � FOR CONCRETE POURED AQNNST SOIL
� I . - ..__,-'p \ �` �� � � m
' ___ O �. I RE-BAR 4AP/SPLJCE LENOT}15
� � _. .--- �-- ----. . __.--- ---_.. _ -_ . __- .__---- - ------._... . - - --._.._ -- - ._..._---- �--_.._ ..._- - --- - -- - _ ...._.. ---------- --� '-�. �
� � � W � � � 4 � 16"
� � - / D D D D \� � 6 � 24'
� � � � � � � � I IYPICAL SIDE DRAINAGE DEfA1L 6 � 32'
�'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ - - _ _ _ _
^ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SCALE 1 /2' � 1 '-O' y
� _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1
- - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - -
4 1
AS2 m - AS2 Q �-1 ��q7�
[ ___._ _ __ - __.._.. ____.______._ ___- __._ _—__—.-__ 3 � �iV , f'RrI4. �n.J , W
_. _-- _. — _- __—__ �.
ANODIZED
i � _ — -- _ _— . ALUMINUM AS2
LIGHTNG RECEPTACLE KEY-
��F{ �N j ? I CHANNEL ��_
SCALE 7 /16' � 7 '-O' ' � CONCRETE UR TYP_
; i GRADE BEAM 6 RECEPTACLE FOR (1 ) DOUBLE BALLAST . . . � THE CONTRACTOR SHALL PROVIDE (7 ) 11W/ tEA DEDIG►7ED CIRCUIT FOR EMEROENCY
7 -I LIQHTINti ONLY AND ALL. EMERGENCY LKi�SHALL 8E POWERED BY 7HI3 CIRCUR.
�2 RECEPTACLE FOR (2) DOUBLE BALLAST _ . . � Ppp�pR OPEN NO A.�S l.CA7ED�N�T►+E�co srRS�UCiION DRAWINpS��N 12' OF EACH DCIT
m AS2
34'—O' 78'-6' 42'-6' 70'—O" WHERE THE POWEFi SUPPLY IS RUN IN CONDUIT CASi INTO 1HE FOUNDA710N GRADE
� BEAM, 70' CLFARANCE MUST BE PROVIDED BELOW FlNtSHED CONCRETE SURFACE TO-
� i AVOID CONTitCT WIiH ANCHOR BOLTS.
i ; LIOHTINO:
POWER SUPPLY FOF tJOHT FlXTURES SHALL BE BROUOFR TO 7HE LJCiHT STANOARDS AND
OR RECEPTACLES AS LOCATED IN THE CONSTRUGT'ION DRAWINGS.
VOLTAGE, AMPERAGE AND BAIIAST LOCATONS SHALL BE CONFlRMED BY TiE CONiRACTOR � 1{p�►7ryE �p��yy
3 LEAF REV. DOOR H.CAPPED EXIT VEHICLE AIR LOCK WOO�N FABRIC S�RUCTURES, IN WRTNO, PRIOR TO COMMENCEMENT OF ELECTRICAL. �►y,
/ H.CAPPED EXIT Q (20'LONG)
R IS RECOMMENDED �MAT LJOHi1NG CONTACfORS BE USED WITH REMOTE LOCATON Np, p�p� py�h
SWITCHINO AT A COFfTROL POINT, LOCATEO BY THE OWNER / DEVELOPER.
VEHICLE NRLOCK: REVISION3s
CCNTRACTOR TO SUP�-i Y POWp� �AS_REOUIRED .F'GR OVERFlEAD pOOR OPERATORS.
CHECK WITH YEApOh �71B�IC 5YRUCTURES FOR - POWER SPECIFlCATON.
SE Ls
. �
.o Qp '�S'`�>�
38'-O' .�. ��.. c��a��� 1 • '����p•• •� /l b
�U � .����
: �
POWER SUPPLY FOR MECFIANICAL EOUIPMENT SHALL BE BROUGHT TO LOCATONS AS ° ` � � � �
INDICATED ON THE C[`NSTRUCTION DRAWINGS. (NOTE: EOUIPMENT IS SUPPUED WfiH �4 ��
' MAIN DISCONNEC7�. % �S� �� � B�4���
I I G R A D E Y�E�N FABRIC�STREJ�C7URE.S�IN WRrt�1NG.5P�MORBTO COMMENCEMENT OF Q��RIC.ALR TO �'4iw, nQ. i��t��`;�i
•'•� m srt».
- - - - - ,�._�� TiE CON7RACTOR SH•1LL SUPPLY AND INSrALL DWICATED CONWR AS REQUIRED iOR
�'- - - - - - - - - - - - - - - - - - -' - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - _ - - - - - - - -' - - -- - - - - - - - _-� THE REIAOTE CONTR.Ui_ 5TAT10N. (NOTE: ECUIPMENT IS SUPPUED WIl'FI REIAOI'E PROJECTs
SOUTH ELEVAI�ON CONTROL CONNECTIONS FOR PRESSURE CONTROL. BURNER ON/OFF, SEIECTED SWfTCNES
AND A MAGNAFIELIC s�soR.> TOWN OF VAIL
SCALE 1 /1 B' � 1 '-O` �ERCUONM�RO TOTRFiE�MALLGNAHUEPLPIC�DD �TERM NATE �INSIDE 'ME �HSTRUCTUR� TLBING NOCKEY
ARENA
VEHICLE AIR LOCK �� - D Zq 3
I (20'LONG)
13 LEAF REV. DOOR / �� � 0��� NAIL. CO.
STANDARD EXIT m H.CAPPED COMBO. ,
F j�$ � wg� ���7�
FACE OF BUILDING - Y°t� lS �1 DRAWINOs
a
�: �
MECH. PLANT j' ^�`�►��� ' �_� PLAN/ELEVAT{ONS
FACE OF BUILDING BEYOND � -- ` ( =Vg��) OC 7 A 1 LYYU
SCALE:
' �eparUlM1� � » � ._0»
•`-�i . uilC.. . � `�_ " '-r £� InspeCU� _ � 1 1 6 �
--� - -- --- -- ... - -------- I��/�' r,��r � •
38'—O' � OTIERS ( IVI►.it OF Yl1lL. i, SBry�� TOV'{�OM�� �i YLI 1� DATEz
�i�.qa, unvorm swir.:�„ caaa t•�c:_:y �: : .—�z r.:� ;asaw� 16/OCT/2000
I « Oi � pemut o[ approval of pler.s, e:c=i:'c'r -s : �d nmpulq{pr
�1� eanstnKd n 6e a permit for, or c� c�-nvd cL :r7 r:olazio� pt DRAWN BYx
' ( �f���ovidoa+ of�hs oode or af eny W�cr c.�::��m ��f the jmsdiellpR
G�E �umioj w p.e aoua�iry m v�otare or cm,cd ctie ;.�;� �,� RECEIVED J.G.I .
w1�QE0�r adio�oaa orwe;misaiceon sluu �« ne ����'.i.
- - - - - 7yyO� d � pawy paud oo pWq, Neaficuion. u�d othn daq th�H APPROVED BYz
,a,•_pA - - - - ppw�6piWio` oBcial fiom t6eaeatter requving tlu com-ctian d
�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � � �nM P� �ficarioos �ndathadata. or (mmpce.snringbuildiq r . G.p.
' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
WEST ELEVATION wwun� �a «� m�ma� .n� � �� or � � a ar
,� .. .
SCALE � /ie� _ � •—o- `�'�"'�`� � �dVYeinperdlCOnstdlBntRhc.
rROJECT NO.t
profgstipryi E�neerg 0027
NO��
As-1
` RBC� IVEDOCt 2 7 �
� _
0
GRADE BEAM 7YpICAL FABRIC ATfACHMENT DtTA1L SHEL1TER R 8028 � I
ANODISEp ALUMINUM FABRIC MEMBRANE �
CHANNEL SHELTER RITE 8026 Z
p•-g� SLOT DRAtN TO FULL
HEIGHT OF CHANNEL /y� �
DOOR FRAME ANGLE BRACE ROPE m30'-O' O.C. MqX, W
EDGE FABRIC CURTAIN FABRIC CURTAIN O'-3' 'IYP F.�qCH SIDE OF IXITS Y�
STRESS RELIEF CABLE
� � �2 x� � �Z� EXIT SIGN WITH EMERGENCY �N SEE AS-7
� �
CLAMP CHANNEL LIGHTS AND BACK UP BA7TERY INTERIOR TROWEL ROUND
¢•_¢ � �2� S/76' BOLTS SURFACE
09' O.C_ O'-O 7 /2' GRADE }� �
STEEL DOOR FRAME ASSEMBLY v
3/16' STEEL PLT. ALUM. DOOR PANEL �
SURROUND C/W PANIC RELFJLSE HARDWARE IMPORTANT:
SEE SEPARATE INSTALLATION O'-3' MIN - 4) b BARS CONT. HORIZ. �
INSTRUCTIONS SUPPLIED WITH COVER � ��N� REBAR O SLOT DROJN L
/ 2 \ ALUM_ CHANNEL USE DETAIL 'B' TO MAINTAIN MIN 2' COVER. �I I
A52 \ DRIUNAGE DESIGN SEE DETAIL 9/AS3 � W
IIYTERIOR BY OTHERS /4 BARS VERT•
SURFACE / \ 024' O-C. �
FJ�. SIDE / \ . O
/ f � 'MAX. DESIGN LOADS FOR UPIJFT GRADE BEAM C •� *
� ANGLE BRACES flXED TO SUB A �
� 8'-O� REQUIRE TNAT FULL CONC. 3000 P51 � �
0 0 � • : , o 0
_ . � � WITH (2) 1 /2' IXPANSION STRENGTH BE ACHIEVEO BEFORE 4�-�+ 67G +/- 17G AIR ENT. ji
`�' -�- I I I : ! o . ANCHORS EA. BRACE LpqpINGL I OWNERE� CO TNTRACTOR
- � a: ' �_ n SHALL TAKE ALL N�CESSARY VIBRATE CONCREfE � Y
C`,�` � i I I ! I ' �� MEASURES TO ENSURE THAT TO ENSURE VOIDS
GRADE - - - -- - r - - -- �- - - l-�) CONCRETE IS PROPERLY PIACED ARE flLLED AND �
; � T -. ... . € � d
� ' � � I *~ �S EEZ G CED DURINGRCOLD � OR CO C�EAND �MEN
� � � : CABLE ANCNOR
' ' ' � PLATES AS SUPP SEE PLAN DETAIL IN ONDITIONS, SP CIAL �
� MEASURES INCLUDING INSULATION - CHANNEL � O
t- - - -- -I - -- - �- - - - -Y .. - - � . . . - -+- BY YEADON C2) 7 2' AND HEAT SUPPLY MAY BE 30' 30'
4�-�' ' I � O � ; I EXPANSION ANCH�RS NECESSARY. � � NOTE:
� : EACH SIDE �
: I ' I 1
Z�-6� , -I : GRADE BEAM IS TRENCHED J O
T,P � � , i _ _ i REINFORCED CONC. SLAB FORMED fTH f� Z
. __ _� - _ _ _ � _ _ __. . . . ..
� INTERIOR EXCEP'i'ION OF TOP 6' AND W
� � � � BOTHB WAYS 7 2' O.0 SURFACE G�pE NOTE: M NO�POUR�� � A � C
AR /
. . ; , ; W � � � S THE TOP
� � 3" COVER MIN. � - SOIL ENOINEER SHALL CONFIRM SURFACE. WHERE THIS IS W
;_ __ .__ _y _.. __ - �_. _ _ . _ . ...; . _.. __. .__ __ __ .r • O'-6' 30' ANGLE OF INTERNAL FRICTION NOT POSSIBLE THE Y
� • � —�k- FOR SOIL RESISTANCE AND - CER7YFYING ENCINEER SHALL
� � . 0._6. SUBMIT ONE COPY OF REPORT TO � I BE NOTIFlED IN ADVANCE
s,_g„ STRUCTURAL ENGINEER BEFORE
CONSTRUCTION. TYP. O ALL FON. � •_a� _�� TO PROVIDE DETNLING OF
f A SUITABLE ALTERNATIVE.
4•-p^ 1 '-O' m POSSBLE BFJ1M DETAILED
0 m � TYP. TAENCHED QRADE BEAM 8ECilON e�
i IYP. H.CAPPED EXIT DOOR ,�2 Scw� 3. - � •-o. �s nN�iuT�ainrE USED re��� smuaunES ua
z l'YP. DOOR BECIION
ns2 SCALE i /2� - i �- o° nsz scn� � /s� - � • - o~ n�s w�nw. s rw �
ov aERUice u�o mwi �u�w
�r eu nES nE rnovrx�r aF
STRESS RELIEF CABLE —�i I ��, F�' � `�
�OpRA9EDOR REIIlE OF�
ANODISED ALUMINUM FABRIC MEMBRANE FABRIC MEkA9RANH O
OFiA1VN6L I BHELTEIi-RITE 8026 �WW�TER Ifli'� �G26
ORADE BEAM DRAINAGE DESIGN FA�RIO OURTNN
INTERIOR I I BY OTHERS EXIT SIGN WITH EMERGENCY O• O• OS�OT OµO.0�MNC�
SURFACE m El.0 S DE OF EXN(TS
O'-3� T'P ORAINAS 9WL NOf BE 9GlED
LIGHTS AND BACK UP BATTERY MIN COVER
SEE AS-7
. � I I . I I I I I I I STEEL DOOR FRAME ASSEMBLY
� I I � ! : I I I INTERIOR TROWEL ROUND
. . . ALUM_ DOOR PANEL SURFACE
0 0 0 0 ! I I ! I o 0 0 o C/W PANIC RELEASE HAROWARE �•-� � �2• GRADE
I . I 1 nn
GRnDE �f}`, :• ; ; I i � . . I ! � : I �
�. _ _>.�- ! I ': I i i I (�J — —
`-�:• - - - - � - - - - - - - : O' 3' MIN 4 �f5 BARS CONT. HORIZ.
- - -- - - - - - - - - - - IMPORTANT: S�NS REBAR O SLOT DRNN
- _ - - _ _ - _ _ - -. _ - - - - - - - - _ _
, � � � , , I j � � 3 LEAF REV DOOR •
AS MFG BY
� � � � � � � m � KIRK dc BLUM NSTRUCTIO S SUPPU D WITH TO M/UNTAIN MIN 2' COVER.
2'-6° i ! I I ; � ': ; I . I I ' SEE MFG. DWC. ALUM. CHANNEL USE DtTA1L 'B'
-ryp _ _ - - - - i - - - _ - � � � /4 BARS FORMED.
� - - � - - _ � _ - -I_ — _ 1_ _ _ y - - _ I_ - - rt — _ —� — _ - _
I I . i I I I I CABLE ANCHOR SEE DEfAIL 9/AS2 024' O.C.
, � � � : , � � . � ' PLATES AS SU P � UNE OF FABRIC EA. SIDE
P
' � BY YEADON (4) 1 /2 POURED CONC
- _ - _. � - _ � � _ _ L - . ! - _... _..- 1 - -- -I- - - ..- EXPANSION ANbHORS ATTACHMENT GRADE BEAM
_._ _- -_ _. - --
-- - . __ __. _ __. - -
_ 7 _0. I � : I ; � i � ' EACH SIDE -0
. i . i I I I I I IMPORTANT: 3000 PSI
7,_�e : _ _ _ _ _ I . _ _ _ _ _ _ _ _ _ � _ I I I I I µ REINFORCED CONCRETE MAX. DESIQN LOADS FOR UPLIFf % +/- 1 % AIR EM.
6
REQUIRE THAT FULL CONC.
. ! . T -- . - - - � - rt -I : SLAB m 8'-O STRENGTH BE ACHIEVED BEFORE
i . - I I I I I CHANNEL IS SUBJECTED TO VIBRATE CONCREfE
� j I . . . I I I I I I LOADING. OWNER / CONTRACTOR TO ENSURE VOIDS
_ � - - - - a- - - � Q. _ - � - - __ - - _!- _ ' _ _ � - _ - � - _ � _ _ _i- - - J _ SHALL TAKE ALl NECESSARY ARE flLLED AND
MEASURES TO ENSURE THAT OOOD BOND IS
I � C _ � I I I I i CONCREfE IS PROPERLY PLACED ACHIEVED BE7WEEN
; � I � � � I i I I I AND SUFFlCIENTLY CURED_ IF O'-a' � • ��-9' CONC. AND ALUM.
� I . 1 I ' I � �4 B'°'RS CONSTRUCTED DURING COLD OR � � CHANNEL
; + - - � - - _ _ - - �- - - - - - -'- _ - - - _ - - ._ - _ - - - - - _'- - - � _
- - -- - - SEE PLAN FREEZING CONDITIONS, SPECUIL
� I ' � - � � - � � � �4 BARS O 7Y O.C. DETNL MEASURES INCLUDING INSULATION NOTE:
. � I � . I I � I I I BOTH WAYS. MIN 3� COVER AND HEAT SUPPLY MAY BE
i � SEE TYP. SECTION NECESSARY. GRADE BEAM IS FORMED
' ! ' ` i I I I
INTERIOR ANO MONOLITHIC. CAS'T AS A
� ' � - - 7 '-O' - � • • SINGLE POUR TO THE TOP
_ '. _ ._ ._, - - - fi. - - � - - - � - - T - - -'- - _ + - � - - - r _ - � - _ - I- - _ _ SURFACE
SURFACE. WHERE THIS IS
3-LEAF REVOLVING DOOR . GRADE �•_B� NOT POSSIBLE THE
AS MFG BY KIRK dc BLUM O'-6' CERTIFYING ENGINEER SHALL
• BE NOTIFlED IN ADVANCE
7'-9` 4'-4 1 /2' • � TO PROVIDE DETAILING OF
• A SUfTABLE ALTERNATIVE.
13'-O' � 7 '-O�
m •
3'-O' � � M
YFAy,
� ._�..
5
m �Z m . 7'-O� (4) /E4 BARS CONT. HORIZ. �' � ��
a 3-LEAF REV. DOOR / H.CAPPED COMBO �s1 3-LEAF REV. DOOR / H.CAPPE� COMBO. 8EC710N �s1 TYP. FORME� QRA�E BEAM 8EC170N ixevisionis:
nsz sca� i /2� - � . _ o.. AS2 sca.E � /z� _ i • - o' nsz scw� a� - i •-o�
sE L: `� ��mun uii�
r
� .•• '�•. i�:'y
.•�
INTERIOR LINE OF FABRIC FABRIC MEMBRANE O\:�0� q •°.���
SURFACE A1TACHMENT SHELTER RRE 8028 U� �Oz
� e �
�
LINE OF VAL � � : �'�
O'-3 7 /2' %� +tr
GRADE '��" l� OF GRADE BEAM � OF GRADE BEAM � ��' • `~�
� FRAME INTERIOR SURFACE EXTERIOR SURFACE � : /,/ LL ����
LOCATION OF RELIEF CABLE S ��i'����HiG'��S ,t`~•
2' SLOT DRAIN � GRADE BEAM
BOTH SIDES 4'-O' INSIDE FABRIC qNpDIZED ALUMINUM CHANNEL. �
O'-1 7 2'
ALUM. CHANNEL CURTAIN SUSPENDED OVER OPEN TRENCH
DURING POUR. PROJECTt
DRAINAGE DESIGN
PREFABRICATED BY OTHERS VIBRATE CONCREfE TO ENSURE TOWN OF VAIL
VOIDS ARE flLLED AND GOOD
SiEEL FRAME/ BOND IS ACHIEVED BEfWEEN HOCKEY
SECONDARY CABLE FABRIC COVERED -
ANCHOR PLATES VEHICLE AIRLOCK / CONC. AND ALUM. CHANNEL.
ARENA
AS SUPP. BY YEADON
(4) 5/B" EXPANSION SEE MANUFAC.
ANCHORS. EACH SIDE
SPEC. 19'-6' O'-3 9/76'
20'-O�
SAW CUT CONTROL / \ REMOVABLE STANDARD 2� x 4'
• - - - - - - - - - - - - - - - - - - - - - JOINT AT MID-SPAN
WOOD BLOCK , IN 3' - B' LENCTHS O.
iMIN � /4 DEPTH OF SL.AB OW/ O
I
CLUBHOUSE BUILDING I DRAWINOi
BY OTHERS TYP• 6" SLAB ON GRADE EDGE OF SLAB 28 OZ. VINYL POLYESTER WELDED FABRIC
' 3000 PSI CONC. R/W MEMBRANE, WITH S/B� DU1MEfER �,_� 7�8� p���
. j /4 BARS O 72' O.C. � 3'-O� O/H DOOR POLYPROPYLENE ROPE, WRAPPED AND
i WELDED INTO FABRIC EDGE.
; i BOTH WAYS, ON SCALCs
: � 6� COMPACTED GRANULAR BASE I 10'-O� I O'-2 23/32'
1 O'-O'
i As Shown
I
DATE:
i I I TOP OF . �L�T DRNN DETAL-
ANODISED ALUM CNANNEL 1 B�OCT�ZOOO
GRADE 2` REMOVEO
BEAM DRAWN BY:
� 14._Q,. INTERIOR SIDE J .G.I.
OF CRADE BEAM
� � ___--------- -_-. .--
APPROVED 6Ys
� 5._0_ � G. D.
z"
SLOT DR/UN • SO' O.C. MAX. 7YP PROJECT NO.s
I EXTERIOR SIDE OF de AT EACH SIDE OF EXITS. SEE AS7
8 I GRADE BEAM FOR LOCATON DETAILS. OOZ7
� M. VEHICLE AIRLOCK PLAN ,�2 , �1 VEFOCLE AWLOCK ELEV'N. a TYP- CHANNEL 8ECT10N
PLAN OF CRADE BEAM DRWO.
A52 SCALE 1 /4' - 1 ' - O" AS2 SCALE 7/4� � 1 • - O' A52 SCALE 7 ' - O'-2" N.T.S. NO. w �-2
i�y
� o
x
� o
�
i
W
L
C� MECH. PLANT � \
INTERIOR � �
SURFACE
L °
' � � g
GRADE �'r��.. Y I �
LOCATON OF I ,
2' SLOT DRAIN � U �
BOTH SIDES 3'-O� I I •� 19
*
II I 8�-g� FABRIC ATfACHMENT �f �
II FABRIC CONNECTION � �
� � .00 MILLION BtuH OUTPUT � I � � Y
NATURAL GAS FIRED J� �
HEATER/INFLATION UNIT, I "� 3•- � � _ �
SUPPLY AIR VOLUME 10,000 CFM., � 2
• W / INTEGRATED STANDBY FANSEf. MECH_ PIANT �
v � NATURAL GAS CpNNECTION I �3 O �
7°- 14° W.C. INLET PRESSURE. ' . 1 �'-O- � O
-� . SEE MFG. SPECIFlCATIONS. I I I FENCEUNE BY OTHERS � Z
POWER
STUB-UP
` I LOCATION 1 � � f � � � -I � �
` 7YP. 6" THICK SLAB ON GRADE o I � I I I � Y
3000 PSI CONC. 6X +/- 77L A�R ENT I
�4 BARS O 72" O.C. BOTH WAYS I . . -
ON 6' COMPACTED GRANULAR BASE � -
, I I I
� . I 4 � I . FIA I I • S� YEMWI FA91K. SIRUCII�IFS UD.
FENCELINE WITH MAN GATE I I I I � W��' � µ �
. BY OTHERS .
— — o L - — - — • — - — •�— � � - - � �r Ni nES t� poorfnrc av
oF so�cE �wo auLL x�wN
EDGE OF EXISTING CONC. PAD I I R/A REPIq0UC110N CR REUSE � 7iE
YFAD011 FA�UC SIRUCIUIRS L7D»
> " ' I GitADE WTFAYIL OOtl�Nm 1FIi1F71. OR
MIY PNR TEREOF. B PROXBIIED
YFJ�iDON ►Ad11C l�fR11C11�IFS L76
p•-p' ,�---- t0'-O' — — — — — — — — — — — — — — ALL MOp1�11DN lFIOWN NMLi!
� I TO M 0la0NAlm NID�� OtLY.
19'-O' OWIIMNOS SFNLL Iqf � 9G1E9
CONC SL.AB — —
NOTE:
LOCATE GAS
METER ON SITE
ACCORDING TO
LOCAL CODES
AND REGULATIONS
.�
i MECHANICAL PLANT PLAN CONFIQ 2 MECHANICAL PLANT FABF�IIC CONNECl70N a
AS3 SCALE 1 /4' � 1 '-O" . AS3 SC.4LE 7/4� � 7 '-O' ,.
ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL ~2�-�
RECEPTACIES FOR BALLASTS. AT GRADE BEAM. SONOTUBE
FINAL LOCATION OF RECEPTACLES TO BE SUPPLIED TO
YFADON TO ENSURE THAT ADEQUATE WIRE LENGTHS
ARE INSTALLED IN DOME. • ° gpgE
EACH DOUBLE BALLAST SERVES (2) LIGHTS.
IYPICALLY BALLASTS ARE SUPPL.IED WITFi (2) e e
RECEPTACLES FOR PLUG ENOS FROM LlGHTS.
OPTIONALLY BALLASTS MAY BE INSTALLED
IN REMOTE LOCATION AND HARDWIRED �
BY ELECTRICAL CONTRACTOR. FOLINDATION PI_AN
FOR 208V SITE VOLTAGE: 4
208/� /60 INPUT TO BALLAST MIN (2) N4 BARS
FLA. 11 .4A FOR EACH DOUBLE BALLAST- EACH WAY —�' `
2'-6' 5'-8' � -qgUE �pGT/!y s
FOR 480V SITE VOLTAGE: NTS NTS
277/7 /60 INPUT TO BALLAST _�
FV+. 7.8A FOR EACH DOUBLE BALLAST- � � �
4B0/1 /80 VOLTAGE OUT TO LIGHTS O � REVISIONSi
FOR EACH OF THE ABOVE. PLAN o
?yuP
LOCATONS
S �.i
� TION O RE-BAR 4 L° -up � /II�j//
Puni o 1 /f '� �
3"z3� HSS LOCATIONS - �
�cn�v.� �OQ�Q'� .••p�`rF�:' _
FABRIC MEMBRANE � ��• =
SHELTER-RYfE 6028
REMOVABLE PINS ALLOW STAND TO � Q• O c
FOLD DOWN AS REQUIRED FOR � • �� •
��� '
:��
INSTALLATION OR SERVICING `.��. � N � ���
STEEL (GALV.) LIGHT STAND BASE `
AS SUPPLIED BY YEADON ' ••• L, ••• � `
BASE PLATE c/w 02 7 /2 NOM., 2.675 O.D. z 75' s ��� �o�� �
�� D.y �. ���````
PIPE WELDED TO UNDERSIDE FOR INSERTION 70'-O' "`l�r.��''�}�� ,`
INTO PVC PIPE (BY OTHERS) CAST INTO N75
CONC. FOUNDATION AS SHOWN.
rROJE t
INSTALL AFfER (7) DAY CONC. STRENGTH_
TOWN OF VAIL
PWGME DS, PPLJED - H iKEY
"ND S�ED ��w� ARENA
BALLAST INSTALLED
AT GRADE BEAM
•
• : INTERIOR 7 '-O 7/4'
, ' SURFACE
GRADE � - . � :
/ ; . . VAIL. .
. \� a �� \/. \�%\��\��:\ l
DOUBLE /SINGLE RECEPTACLE BOX � •_6� OOO/ O
CAST IN GRADE BEAM
FLUSH TO TOP SURFACE a 4�-� DRAWINOi
C/W WFATHERPROOF COVER. - SONOTUBE
SEE A51 FOR LOCATIONS 03' NOM (3.5�0_D.) DETAILS
SCH. 40 x18'
- PVC PIPE SLEEVE CASi
BEND RE-BAR TO INTO FOUNDATION. 8CALEi
MAINTAIN MIN. 2' COVER -� a - CAP BOTTOM TO As Shown
PREVENT CONC.
3'-O� � BACK FLOW.
DATEx
NOM DIM TO PROVIDE REMOVABLE TOP
F-�AT!�N OF �CHAN EL s � C•� FOR SUMMER SEASON
LIGHT srnr�D ns a 1 B�OCT�ZOOO
SUPPLIED BY YEADON DRAWN BYi
POURED
CONC
02'-O' 3000PS1
APrROVED BYs
G.D.
PROJECT NO. :
0027
a TYP. LKWT BTANDARD8. a NOT IJBE� No o'
�3 SCALE 1 /2' � 1 '-O" �3 SCALE AS-3
. �
�
� o °� 4
_
. � �
. � _
(: N RA NOT :
}� z
1 — ALL WIRING TO COMPLY WITH LOCAL BUILDING CODES � r
z
2 — EIECTRICAL CONTRACTOR TO PROVIDE ( 1 ) � 'I O/ 1 /60 O
DEDICATED CIRCUIT FOR EMERGENCY LIGHTING ONLY. � �
ALL EXIT LIGHTS AT LOCATIONS INDICATED ARE TO BE
POWERED BY THIS CIRCUIT. � �
3 — IT IS RECOMMENDED THAT LIGHTING CONTACTORS BE USED
WITH REMOTE LOCATION SWITCHING. I , M /�
LOCATIONS TO BE COORDINATED BETWEEN ELEC . CONTRACTOR AND V � �i�
GENERAL CONTRACTOR OR SITE SUPERVISOR/OWNER .
3 �
4 — 1 1 O/ 'I /60 CIRCUITS IN ADDITION TO THOSE REOUIRED L � � �
BY YEADON TO BE COORDINATED BETWEEN ELEC. CONTRACTOR AND
GENERAL CONTRACTOR OR SITE SUPERVISOR/OWNER. FOR PRESSURE SENSING TUBING , ELECTRICAL CONTRACTOR �"�
REMOTE STATION (MAGNAHELIC) WITH: TO PROVIDE AND INSTALL 3/4" CONDUIT FROM N a � W
5 — EXTRA CONTROL WIRING AND CONDUIT WILL BE REQUIRED IF — BURNER ON/OFF SWITCH REMOTE STATION TO STUB UP IN GRADE BEAM IN
WINDSENSOR IS TO BE ADDED AS AN OPTION . - - — INDICATOR LIGHTS FOR BURNER , DOME INTERIOR , AND FROM REMOTE STATION TO / � O �
ATMOSPHERE, TO TERMINATE IN BOX WITH SCREENED VENT, y �jj �
FROM REMOTE STATION MAIN FAN . AND STANDBY '� o F�
TO MAIN CONTROL PANEL i r--------- — MANUAL PRESSURE CONTROL (POTENTIOMETER) YEADON TO PROVIDE 3/ 'I 6 '� ID . 5/ 'I 6" OD . TUBING L Z �
LOCATED IN FURNACE FROM REMOTE STATION TO DOME INTERIOR , A —
.s:; (9 ) # 14 WIRES + ( 1 ) GROUND WIRE I � LOCATION TO BE COORDINATED BETWEEN CUSTOMER. AND 3/ 16" ID. 5/ '16 " OD . TUBING FROM REMOTE i'� � O
^� FOR BURNER SWITCHING AND � ' ELEC. CONTRACTOR , AND GENERAL CONTRACTOR OR STATION TO ATMOSPHERE TO TERMINATE IN BOX . � w
"�, � ' INDICATOR LIGHTS � � � SITE SUPERVISOR . y
� 1 � OV IPOWERED FROM FURNACE. . I � TUBING LENGTH INFORMATION �
� I � i TO BE SUPPLIED TO YEADON .
,t� i
COPYRIGHT:
�a� �"- �rHANICAL UNIT — 1 .O MILLION BTUH OUTPUT I � YEADON FABRIC STRUCTURES LTD.
� 4F60/3/60 POWER SUPPLY � � ELEC . DIST. PANEL AND 7HIS MA7ERIAL IS AN INS7RUMEN7
FLA — 33 . 7 (MAIN UNIT PLUS STAND— BY) � OF SERVICE AND SHALL REMAIN
POWER SOURCE FOR DOME qT ALL TIMES THE PROPER7Y OF
MCA — 38. 8 (MP.IN UNIT PLUS STAND— BY) I I I FROM REMOTE STATION INTERIOR LIGHTING, AND YEADON FABRIC STRUCTURES L7D..
��.,,, 60A DISCONNECT TO MAIN CONTROL PANEL i . TO MAIN CONTROL PANEL EMERGENCY LIGHTING, REPRODUCTION OR REUSE OF THE
� HEAT INPUT (MAX) — 1 . 25 MILLION BTU/HR � � SHIELDED {f 1 6 3 WIRE WITH DRAIN WIRE TO BE SUPPLIED AND MATERL4L CONTAINED HEREIN, OR
ACFM — 10500 I INSTALLED BY ELEC . CONTRACTOR ANY PART THEREOF. IS PROHIBITED
FUEL — NATURAL GAS I � FOR PRESSURE CONTROLLER
FUEL PRESSURE AT MANIFOLD — 7"- 14" W.C . I � � WrtHOUT THE WRITTEN CONSEN7 OF
� � LOCATION TO BE COORDINATED vEADON FABRIC 57RUC7URES L7D..
V.T. CONNECTION AT UNIT — � . 50 " 'I12 ' - 6" BETWEEN ELEC . CONTRACTOR AND nLL iNFORMA7iON SHOWN APPUES
� I � THIS UNIT IS SPLiT GENERAL CONTRACTOR OR TO TNE DESIGNATED PROJEC� ONLY.
SITE SUPERVISOR DRAWINCS SFiALL NOT BE SCALED
n� EMERGENCY � � FOR SHIPPING FIELD
` EXIT LIGHT ' � ASSEMBLY REQUIRED.
60' —O" FIELD SPLICES TO BE
ON 110/ 1 /60 i � � � CONNECTED BY
��,+'�,. EMERGENCY � � U� � ELECTRICAL
' LIGHTING CIRCUIT � I CONTRACTOR
C/L HCAP DOOR � A EACH
� �
; --�
- - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - -
� � I
- - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I I � STUB- UP FOR � MAIN � � � I I
CONTROL
I I 3 - 2 • EMERG. LIGHTING PANEL � �
I I I I
I I 45' - O " 45' - 0� 45' O" '�5' - O" 45. _ 0.. I I
� � I
� � I I
� / I I
I I � I I
I I \ I I
I I � � � � I I
W � � I � � � I I
Z � p � I I
Z ' � �0 � � � I I
Q I I
U I I � / � �
I
� � � / I I N0. DESCRIPTION DATE
O � � I � � � REVISIONS:
1 I I I i
W
I I I I i
� I I I I � I480/ 1 /60 - FROM
. W I I . - - � � � ;� IRECEPTACL S�T1'PTO _ _
W I I I
Q I I1p I I �_ . !
� �O I ELECTRICAL CONTRACTOR TO
Z I i I I I I SUPPLY AND INSTALL ( 18) RECEPTACLES
p � � I I (20AO48 Vo3E PO E4 4WIRE)
\ I I I TO MATCH MALE PLUG LEVITON MODEL # 2431
� I I FROM LIGHT STANDS
� I I � I I ( 1 ) RECEPTACLE SERVES ( 'I ) DOUBLE BALLAST
� I I
� I I I ( � ) DOUBLE BALLAST SERVES (2) LAMPS
I I � \ � �
p � � / I I
� I I . 'I OOOW METAL HALIDE LIGHTS � . I I -
ON STANDS W/ADJUSTABLE BASES � �
N i i � (4) LIGHTS PER STAND TYP. (8) LOC ' NS � .
(2) LIGHTS PER STAND TYP. (2) LOC ' NS I I
I I / STUB - UP FOR \ �
� � ELEC . CONDUIT FOR I I -
- SEAL:
MOTORIZED DOOR \ I I -
� � � STUB - UP FOR OPERATORS I I
I I � EMERG. LIGHTING TYP. (2 ) OPERATORS � I I �
I I I I
� / 45' - O ' 45' -O° 45' O° 45' - O " 45 ' - O" � I LAMPS ARE SUPPLIED PRE -WIRED IN PAIRS ,
ii / � � � � EACH PAIR SUPPLIED BY EXTENSION CABLES
I I � - � •• 3• - 2 •• \ � � PRE- INSTALLED IN POLE WITH APPROX. 4' -O"
� I I OF FREE CABLE MEASURED FROM BASE OF POLE.
I I . � I I TERMINATING WITH PRE-WIRED MALE PLUG .
I - - - - - - - - - - - - - - - - - - - - - - - - - I
ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL RECEPTACLES
` J JI J� TO MATCH MALE PLUG ENDS , PER CONSTRUCTION DRAWINGS .
- - - - - - - - - - - - 1
� -"> _ -� Uj �� � - BALLASTS ARE INSTALLED IN REMOTE LOCATION AND WIRED BY
�� ELECTRICAL CONTRACTOR IN ACCORDANCE WITH PROJECT:
� 460/3/60 SITE SERVICE VOLTAGE, AND LOCAL CODES AND REGULATIONS . ��
EMERGENCY EMERGENCY PROVIDE CONDUIT � TOWN OF VAIL
EXIT LIGHT EXIT LIGHT BETWEEN MOTORIZED � � DOORROPERATOR nn� iBLE BALLO5T5: �
ON '110/ 1 /60 ON '110/ 1 /60 DOOR OPERATORS TO DIST. PANEL I��� I
EMERGENCY EMERGENCY 5A EACH EACH BALLAST SERVES (2) �,�,MPS . HOCKEY
LIGHTING CIRCUIT LIGHTING CIRCUIT � 7 . 8 INPUT AMPS FOR EACH 277V DOUBLE BALLAST.
� A EACH 1 A EACH ARENA
480/ 'I /60 VOLTAGE OUT TO LIGHTS FROM BALLAST. � �
34' -0" 78� - 6" 42 ' - 6" �� � - ��� ALL WIRING TO BE IN ACCORDANCE WITH SITE SERVICE �O�
VOLTAGE, AND LOCAL CODES AND REGULATIONS.
225 ' - O° FROM/TO INSIDE EDGE OF CHANNEL PROJEC7 LOCATION:
VAIL, CO.
Town of Vail
OFFICE COPY DRAWING:
1 ' - O" Typ . 4 1 /2 " FROM EDGE OF GRADE BEAM � � O � � � ELECTRICAL
CONDUIT CAST INTO GRADE BEAM MUST- - � �� � �� i
DOME INTERIOR BE MIN . 10�� BELOW SURFACE TO � � � PLAN
_ PROVIDE CLEARANCE FOR ANCHOR BOLTS
� n�n�OV�I
- - - - - - - - - - - - - � —
— — - - - - - - - - - - - - - - - - - - - - - - - - — ��,,, . 'yDevebpmw
� :,c ::-�n�.
% � „ Departn� SCALE:
� � — — — — — — — I� � � � ��rOr' v� d 6ui�ding Safety & Insped1011 � �� s••_i •-0••
Servioy
- - - - - - II111 �
- - - - - - - - - - �
AT EACH EXIT LOCATION PROVIDE �� �
GRADE ELEC. CONDUIT STUB— UP � � � � 1K�l. Udt«meunalogcoaavauairycrrcr.n:t .: �ssma� DATE
TYP . ( 3) EXIT DOOR LOCATIONS �ptl�Lot� pumitorapprovalo( plana. speciGw�oas :�dconpuudar
B EAM . �IO �ol bs eamtrued to be a pertnit ta. or m app�ovcl ot. c:y rioiarim a� 30/OCT/00
�dlb po�tons o[dtis eode or of my al�er ordinana af Cu jc:isdi�tlo�.
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AN O D I Z E D 7�C iIYmOC of a pamit Dased on plaoa, spxifications ana uner aa:a sndl
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