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Land Destgns BY E�� �SOn ��e IRRIGATION PLAN - WEST END °ete: 1,����---___----_- ----_—_—__ - sneet No.
♦ V I L L A G E C E N T E R Revisions� _ ? � � o � __.____ __ __ _ _____.
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Poat OfFlce eox t25s LOT C & K, BLOCK 5E , VAIL VILLAGE 1ST FILING
Avon. Colorado 81820 _ ___ _ _ -- - - - _ - -- - — -- --- - � ■
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970.949.1700ph e�o.s+s.szearx WILLOW BRIDGE ROAD - - -
(nfoOLDbyE.�orn VAIL , COLORADO 81657
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°� '/+" Rainbird drip valve assembly � . • /
G Quick coupler • /
� 12" Rainbird pop-up sprinkler with maxi-jet nozzles, 4' — 8' spacing . . . . . � . . . . .
� 4" Rainbird pop-up sprinkler with Rainbird turf nozzles, 8' — 15spacing � � .
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I Land Designs By Ellison ��o V I L L A G E C E N T E R IRRIGATION PLAN - EAST END °ate: �� ��2�03 --_ - -____._____._._ ____.___. _ sneet No.
Revisions � !'!L° '� _ __ _
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Poet Office Box tsss LOT C & K, BLOCK 5E , VAIL VILLAGE 1ST FILING
-- --- -- -- — -
Avon, Colorado 81820
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970.949.1700ph 970.949.3288ix WILLOW BRIDGE ROAD - --- -- - -- ------------ - North
infoOl.DbyE.com VAIL, COLORADO 81657
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REPI.ACE CONC. PAVING I �
� WITH LONG. PAVER5 TO N OTE 5
EKPANSION JOINT
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1 � _ - -_ _ 1. ALL 7EIZRACEB TO 6E PITCHED AT 2 % AWAY FROM 6UIL� � NG.
� ' ' - Exr� coNC. 2, ALL TERIZACES TO BE 1 " rHICK QUARTZITE, ON 4" GONG SLAB
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ADDSTONE PIER REMUVE W�IL A59HOWN. � I I I � � � � L11 � � �� L 4, 5EE ARCHITECT'S C7RADING PLAN FOR 51'Ot ELEVATION9,
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EXf'ANSION ANGHOR � 32" O.G. HARDIPLANK 5'-4"
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,
P.802 A802 A802 //% '
SGALE: 3/4 " = I '-O" SGALF: I I /2 " = I '-O " SGALE: I/2 " = I '-O " � / i///
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i� i � =
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,�� , exisrir�
GOPPER GAP FLASHING ,, / � ���� �
i
-i; ;,! / ; W J
TREATED 2 X b NAILER -� �/���� �
GONTINUOUS �, , /!f/� HLD BEYOND � �
/ ,� �� ,!� w n
/ . /�j � � SEALANT C� � �n
% TRIM TO MATGH ����/ ` S O � t0
STANDIt�i SEAM GOPPER �% EXISTING, TYP. '� �, �� ; � � J p� � ry
ROOFING /, , 5 W �
� /�/� "; � / GOPPER 51LL ON � U 0 O
I/2" GEMENTIGITIOUS PANEL ,/' " " " TREATED I X BLOGK � � p � �k
SHEATHING - PAINT BAGK PAINTED /. j j ; � p�
METAL ANGLE �" ' . m O �
SIDE ! �� �j/ � W � J �
4' X 6" X I/4" GALV. STEEL REPAINT EXIST. % ��/f/�/�/��� i V Y � o a
AN6LE FRAME � 2'-O" O.G. �
ELASTOME7ERIG , j�� , � j j SEALANT � � � >
/ f //�
� / ��i
3/4" 6AP TO FILL i . i��%�j/ �j' �
� b ' HARDITRIM Y�
� /�
: �� j�// /�//� HLD � dS
" i /��j' ��/' i U
i��/�/� ��� �� �
NEW WINDOW � // / �� �� , 9 �" HARDIPLANK � O
GOPPER FLASHING i /// // �/ ,/ �
• j/��/% �fj /,� VERTIGAL
GONTINUOUS 4' X 6" X I/4" SLOPE ` �j/�j/f j�/� 4" HARDITRIM
GALV. STEEL - BOLT TO EXIS7. /
Mft50NRY GHIMNEY NV 3/8" m ; � / �/`, �
/ i� ' /� / i BftiTTEN BEYOND
EXPANSION ANGHORS � �'-O" O.G. GAPANDSTONE i� /: �/� �� j� ��
� � /� � ' � � EXIST. ELASTOMERIG
WATER TIGHT � '- :� �j '�/ �/ 51DING
� PTD. METAL ' %' ��i�j�'j,-;/�
FLASHIN6 EXIST. GMU j � �/� /� �
. %
CAPPER FLASHING � : / / //
i i �' - '/ �' ��� ' NOTE:
- � �� AT STUGGO APPLIGATIONS -
NEW STONE VENEER %� ��� � � DI5RE6AURD HARDIPLANK VERT.
/i �ji ' AND HARDITRIM BATfEN
� - ' . : .
EXISTING MASONRY GHIMNEY �� �/�'
N'f�� • 2 TY'PIG,41.. WiN�70W SILL- BL176. B �
,,/;
��; .
�iY,/" a -
r�:;J>v�r ' �
�1802 �
NP� �i�. �� ��� ��� � SGALE : 3 " = I '-O" / �
8 TYPIG�l.. P��5G1 � D�T� IL � 51LL • STON�- SLa6. B ��" � ;' �
P�802 qgp2 STONE VENEER, TO MATGH
SGAL�: 3/4" = I '-O " SGALE : I I/2 " = I '-O " EXIST., � NEW WALL EXTEND
12" BELOW 6KNDE, TYP.
6W�UT SOLID BEIiIND
} VENEER FRITZLEN
LL EXIST. 6RADE
-. _ f �-' �j %i ' i/ - .
'� / , 4 PLY BUILT-UP ROOF � / P I E R C E
/ �f/%" ;r:',5 EXIST. WALL GONSTRUGTION � j �j `,�%\�\•/�� \\�\\ �\ �
ij� ,�i � �/ :�j/�� �///��jY/\
\ \ �\
��,�i, ij% %; W `' `% �<!�;�� \�a� \/� �j �j�
- /�i��- 4" RIGID INSULATION
�/,/ii/ji/�v`�' 9 I/4" HARDIPLANK � f � � • - \i� /\ /\ /��/i\/�\/i
� ,. r,. ..�\ ' \ \ \,
J/ / i1 l \ ♦ � �� � �1��
/,; %'i/, veRric,aL _ ,. � -�
' � � � �� EXIST. METAL DEGKIN6 ry � ��'��j�j��j��%/�%��;��i J . --t EXIST. TIMBER WALL,
, �� .�� %�j i � i `. , /
� �' :: � — �i \i:� i� •��/���/�� • .� --`. STONE TO EXTEND 12"
i���/ \ � �� �`"• � � �� .ri GUT BAGK TO ALLOW
��`' i�j � TREATED NAILER ��, ��/\ �� �\! \i.��� �� � �=
� '�'�'� ��'�/�: � /�.� /,�:/i��\/i��/i�::\/ s � `_ BELOW GRADE
� ' �' �` b" HARIDTRIM
/��/�f�// � � HLD GOPPER 6RAVEL STOP
'��iiv/:f�j' —_ -
:-�/,� i/;�,: ' _ '.
, ;'r;;; �,�,,,� . , GOPPER GUTTER ! �
' /: ' ' � p, ' ° . _=,` b" X b" X 9/S" PTD.
EXIST. MA50NRY FIRESTOP; � j � ; • _;�- STEEL AN6LE GONT. -
/ � ATTAGH TO GONG. WALL
�i _ SEALANT VIELD VERIFY GONDITION I ' � ° � � ^ " A R C H I T E C T S
;,�; , W/ 3/8 O.G. EXPAPISION
'i;: ; . ` ANGHORS � 2'_3" O.G.
'�% � 2 X S GEDAR FASGIA `-�
;�. = HARDIPANEL - ATTAGH ' `-� 12" GONG. RETAININ6 WALL 1650 E. vail val Dr. Pall ' C4
; � ro exisr. .varie nor�s: o '�_ �' `�
!i%� =" 2 X 12 GEDAR FASGIA I. REMUVE EXIST. ROOF TO � a ` . �'' V'V �5 BARS � b" O.G. EftGH yy�, ppg�by7 y�,�
���; ; SEALANT EXIST. METAL DEGI: -� NWY - 2" MIN. GOVER farz197p) 476-490/ (97� 476b342
--�
EXISTING WINDOW HRRl71PLANK FASGIA 2 . REMOVE ALL EXIST FASGIA "� KEY WAL-L INTO FOOTING
EXIST. STEEL JOIST GONSTRUGTION TO STEEL JOIST GOMPAGTED 5UB 6RADE DET!"f I LS
NOTE: SILL BELOW EXIST_ FURRIPI6 3. REMOVE EXIST S�OFFIT 70 EXIST. t4'-4"
AT STUGGO APPLIGATION, FURRIN6
DI5RE6UARD HARDIPLANK
VERTIGAL HARDIPLANK SOFFIT ��INIIW / V�1i�i�.
q TYPIG�I.. WIN�70W .laMB • BL�6. B �'�-ANT 6 'I'YPIG�I. �`�5G1,4 aLT�IL 3 • �XI5TIN6 TIMBCR YV�4LL � � � �
a,so� a.SO2 aao2
SGALE : I I /2 " = I '-O " SGALE : 3/4 " = I '-O " SGALE : I /2 " = I '-D "
ISSUE REODRD
ADDENDUM NO. 3
FIT ON EXISTING WALL . SLATE ON NEW � IS NOV 02
EQ. EQ.
2"X2" PAINTED STEEL (TYP) GONGRETE TOPPIN6 DRB SUBMITTAL
I '-O" ON 3/4" GORUFORM
6 "Xb"X2" PAINTED STEEL GAP (TYP) 2'1 JAN 03
I/8" lW TAPERED
" "� �i•' `,'" i `` �/ - `�i � : � �:' � ��./ � \ / ✓ �
EDGE ON EXIS. GLULAM `'' : 1 i •�. : � ' � ''� � 1 � \�\ � ` �\ I ' �\ i I
4"X4" PAINTED STEEL (TYP} ' � ' ` ___.J !\ � ' � \__J � ` `� ' l BUILDING PERMIT SET
! � GONGRETE PAVERS�-_ __ i \L----� � � � 26 MAR 03
I "XI " PAINTED STEEL PIGKETS EXISTING WOOD DEGKIN6 J � `� � � XPANSION JOINT � � � � `` `-J I � � , �
PER GODE(TYP) AND 6LUELAMS - SGRAPE, PRIME J' E \_ � ' ,\ . � % �� �\ �\� �� = � � /�!
pND PAINT �= � ' � i i i_� � ' � I� `, / ; �\ ��li/�\ /
��_--_
� I "X2" PAINTED STEEL �TYP) ' ��" ' � �ll '-2" TYP. , \� i � /� l I l l
� � _ � 1 � � ��---' ��--� �
m s�� 5AND5TONE GAP , � ��: � � v ! � --.,�� ��` , ) _ I ��--�� J � -\`
� STONE VENEER YVALL BOLT GORBEL TO EXIST ~ � � � y J l �� �� o \ u� /1 \'��� J� \\•� �� l (
O� O� O� .. . ` . . .- . _ . �.� �� �� . /� � ,i �
OR STUGGO, PER ELEV. 6LUELAM AND GMU YVALL � � \` � a ��� i � �
� a � , 9 0 .-, � � � < } <� �
'��'t��-'r��`A- tr� e � e � =i � .�`- ' \�--. F � _�\ —���
I(--
_!��!�, „ � F �, _ �Q, � - � � � "a3 N051N6 ROD,�I
HARDIPANELSOFFIT � �`r�� i 1^ '� U � o - -- � � \ � i CGONT., TYP. �
��'r T� �,, i • , -� .,. ; i /-� , � • . �
�� ' � m ^ � � ` �/ 'EXPANSION JOINT
p � �k'i - ii€��r-, -� V _ _ � . p � . `, J/ � � � �_, �
lv` I� � �� `�� i�rrii� � ..� � � ., QV . '� .GONGRETE PA\V�E
I�' ��.Tk1yY , v \\ �\/ I \y,/
4 ��_3 V � � o
P.803 ��'� _`„_ t �` . a . � -` , _ a V - '`n
4" GOMPAGTEDr'' '1'� _ - -
SGALE : I/2 " = I '-O " GRAN. FILL '" -��i°`� . ' °. ,.`.
r��' :�� a.
�
SNOWMELT =� ' � �x-.�' '
r 'i ° - �,,.,j , c ��i I,',� �
GOMPAGTED � �� �' ° � � � �
SUBGRADE � ° � � !�'
I -�i � � . ''� � - —``� -�i�- Z
#4 BARS � 12 " D.G. 'j �; '�'k �
BOTtf WAYS �*r. � �E �
GONG. 5TEP5, MEDIUM '�i `� " ' `r
�y;'_, . - p : `
SANDBLAST FINISH �: '
�=�; .� �, �.
MOTE: 5EE SITE PLAN �r � � �-
r
FOR NUMBER OF STEP 31;�, . � ' GLR.
RI5ER5 AT EAGH LOGATION �' _tyrE- . J v ,�_ �1�
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�1 11 ; � _
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10"
� fll:G�C GORBl:L � S�GTION • GONG. ST�IRS W �
A803 11 = 1 1' A803 1' ' ' � �
SG,4LE : I /2 I -O SGALE : I = I -O �
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PIPE RAIL, PER GODE � �
STL. RAIL �''-� i!ii;'r�„%,;,;:: \ �
TO MATGH '- ! % /
%j ::
� - . • �
�_- �� �. , ; I I
• • ' /f/ � ��..- �� � 1 1
�/ a ` '�•� ,, -� ` �, � �: � i i ATTAGH P05T WITH 3"
� �- \ ���/i> �- `\� `� � . . - .,_ }� i �I � � � � - .
/ /;i �:�/ � i . '�� � � ' , J.j� i �.:-� NEW GMU Y�IALL i i METAL AN6LE5 AND
� � �. � \ ,� �� � ; � i � , _,: F � � .if �r /j GROUT GELLS FULL � � SLEEVE BOLTS TO EXIST.
� � GMU WALLS (TYP)
�i "/ \�j i �' " � n • i '• 4'-O" GLEAR � � ' J ` RND RE-INFORGE i i
/ / � �� �/ ;\ � i ;� . • %,. x �� ��'�: � AS REQ'D.
\ . _. '� - �� -. � �\ �,_ .. � \ - �l . • � � \ i � \:, � J - 1v I I _,.
`� ,/ ;'. i, � •\ / ;� � � iL �?�i1� ~ -�`- i i ATTAGH POST TO NEW
� � � '` F' rl / i ' i i EXISAL PET�T� �LD�DI�O ' `\ F:
EXI5TIN6 6RADE ' � - .. >p � , TONE VENEER
EXTEND STONE . . � Q / i J�' � �� �` EAGH SIDE p� r^� � GORNER WITH GONGRETE TO • � S ' � �?�
; 1 U I MATGH DEGK ELEVATION /� � �Y �
w u � � •!
VENEER 12" $ELOW ° i �� � ; � jx i !- ROUT SOLID p� � % � , ^ �+ j
F.G., TYP. , , .. � ; .r �i ., '- BEHIND STONE � / - �
° % ".- x k '% VENEER Q � '� �
6ROUT 50LID BEhiIND - � • _ r' i; �`
STONE VENEER • • x ": TEP LIGHT �
:; , _ x,
ANGLE SUPPORT � � � 1,j � �? ;; � `}�-O" O.G., MAX ED6E OF EXIST. GONGRETE
/i DEGK
EXISTING GONGRETE � � � � ii:
FOUNDATION WALL ° ' ` ' • % - � i�; NEW BANDING
3 - ;= ; � ;i XI5TIK6 GRADE FRITZLEN
NEW G.I .P. GONGRETE . . � .,; �- ;:
STAIRS AND WALK _ '_ / '; f � �;:; EXTEh1D VENEER IZ"
� � � _ { f ! BELOW GRADE, np. P I E R C E
� r
I�2 ° EXPA�7I ON � _� e : � . - . . . - . . "x � i /j /ii \ / \ �/j\/ - . �� ` '�
JOINT AT SLAB EDGE Y ' ��
W/JOINT FILLER � ` � y� ��: Y� �:' �'r � ,, � "4 .�� kn �; � f�\ ' \ �' � ` :� 2"X2" PAINTED
. . ` � y._ �- � f j,� �--<"�.�.`a = � i. � ',=� . `� ;�` � �. 5TEEL. TYP.
�' �-
�r�� �yt � �-. , •; � �� i• � . . -. .
12" ROADBASE �' . i�r�� �� I ) ;�4`�f ry���� � '
, . ., .. , , . � s � , � . �i . . / �� \ � � � b���.��� PRINTED
, •�. � '�"� . � , , .`-. ; . ��. - p 5TEEL GAP, TYP_
' ;� . .. • .
• • "� �Y TILIZE 12" BLOGK 0 STEEL,pTYP.�
°_. - --- BELOW 6RADE �
� _ _ � FOR STONE LEDGE `r � I I "XI " PAINTED STEEL
a c y�Y ` : -'. m PIGKETS PER GODE
• � ° • � � r�x� ° PAINTED A R C H I T E C T S
- � � sree� (�n-P)
' P ' GOPPER FLASHING, 1650 E. vail Valley Dr. FaNridBe C-1
� ' `�. LL TYP. vail, o0 9�t57 vaia�d�.aom
� , � ` x� � fax(9 701 476-49 01 (970) 17(r6342
< < - Q PAINTED GEDAR
� =� y � � - � O w WOOD BANDIN6
. � �, � � � DET,41L5
. . . � ... d .� .: - J -
5 S�GTION • GONG . 5T�41R5 2 �L=GK R�ILIN6 EL.�Y�TION 4 P05T PL,4N
A803 '1 = ' 1 A803 ' _ ' � � � �
SGALE : 3/4 I -O SGALE : I /2 I -O
�
Y �
6 = m
�
W
° m
�
� � J I
E%ISTIN6 ROOF UNE � • �
� � 6 0
II °
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II � � Z
II °
6 w
2 � 2��
10 3 3 �
I I "��,J I I o ��.
II 0 �� II
I I � o � o �� w
4 � � �
2 ' � f%ISTING ROOF LWE
0
O EXISTING RDOF LWE
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4 2 4 � Z
° II 10 � ,
II � 10
�
II 9 II �
. m . �
o : �
� . . . . . . . . . . . . . . . . �� IX15TING ROOF UNE .
6 � � 6 4
�
N°� BUILDINGA 6 6 � � 6 � �
N �
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I I Q W �
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O W W o
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� 6 5 0 6 = c� > a
II � � II � � P W Q >
>
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�
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s
� LEGEND �
o �
y =
H �
AT OFFSET IN EXISiIN6 VAIIF', ADD�TION Q �
FILL INSULATION W1LL BE REOUIRED. APPRO%. I I �j Yi EATER F W E W � v�
I 2' OF FlLL WILL BE NEEDEO. SEE D2AWING
W SPEQFlCATIONS. '�
O PLUMBING PIPE F � Z
L} I I � EXIIAUSTER � z �
I 0 SKYLIGtiT W , O -
� e
�� I I ROOF 11ATC11 Z � �
� � �j 0 � � CAPPED OPENING a e
4 ■ PITCH PAN � �
I I • CONDUIT y 3
�
- �
T,NERE� iNS� TiON �R1�KET 3 �
7 0 0 8
rnetre�o i uunon cwcur
TI G DECK TRANSITIONS � GENERAL NOTES
I I — —I I O I I I . ALL DIMENSIONS , AND EXIST DETAILS SHALL BE
FIELD-VERIFIED BY CONTRACTOR PRIOR TO BIDDING
I AND ACQUISITION OR INSTALLATION OF MATERIALS .
8 CONTRACTOR SIIALL NOTIFI' TI1E ENGINEER OF ANY DATE
EXIST CONDITION FOUND TO BE DIFFERENT TI1AN 3/03
TI1AT INDICATED IN TI1E CONTRACT DOCUMENTS . DRAWN
ENGINEER SIIALL REVIEW TI1E SITUATION AND INFORM BY uEG
I O CONTRACTOR OF NECESSARY CIIANGES , IF ANY. CHECKED
' ; s ' ;
6 BY �
I I = � u � ��,����.
,� �, , t SCALE � �g• . � ' -o
i� ; PROJ .
NUMBER 2pp3.0153
� � � , BUILDINGC � ` 003 ;
b, ��.
r
_ �� � � � � � _�� � �{�� �� R 1
0
Y �
S m
U
w
Q m
NEW STAINLE55 STEEL �
DRAW BAND
NEW FLOOD COAT # GRAVEL NEW SEALANT EXIST SKYLIGHT UNIT
NEW INSUTATION SYSTEM LIFT AND RESET
NEW ROOFING MEMBRANE, PROVtDE FELT ENVEIOPE �
�
AT LOW EDGE TI1AT WRAPS OVER TOP EDGE OF FASCIA. �
SECURE TO FASCIA W/ CAPPED NAILS 8` O.C. w
g$ ° $go REATTACH SKYLIGtiT UNIT TO CURB W/ SCREWS 18" O.C. �
o �o NEW MODIFIED BITUMEN STR�P-IN FLA5t11NG NEW 24 GA. GALVANIZED MEfAL SET SKYLIGtiT UNIT IN CONTINUOUS SEAIANT BEAD. z
�$O�$go NEW WOOD BLOCKING TO MATCFi INSULATION EXISTING FIEATER FLUE ROOF FLASt11NG � STORM COLLAR �
$$ t1EIGIIT. SECURF W/ DECK SCREWS MINIMUM �
OF I 2" O.C. TO DECK. NEW FLOOD COAT 4 GRAVEL W
NEW MODIFIED BITUMEN FLASFiING NEW M❑DIFIED BITUMEN FLASHING. SECURE �
NEU! 24 GA. PREFINI5t1ED MEfAL CAP, WI ANGt10R BAR 4 APPROPRIATE FASTENERS
SECURE TO WOOD W/ SCREWS W/ NEOPRENE
FASTENERS I 2' O.C. NEW IN ULATION SYSTEM
NEW ROOFING MEMBRANE EXISTING WOOD FRAMING, SECURE AS NEEDED
°3'8o°S8o°SB ggO� d�°'t' o°d'o o° oa, o EXIST W�[]D CURB TO DECK 4 CURB.
EXISTING METAUfECTUM DECK
w
NEW FLOOD COAT E GRAVEL Q
NEW 24 GA. GALVANIZED CONTINUOUS o°�'8 0°&0°0°� �
CLtP. NAIL 6" O.C. 0°3'� o°SSo°3'$
EXISTING METAIJ�ECTUM DECK NEW ROOFING MEMBRANE �
w �
� z
NEW WO D BLOCKING TO MATCFI INSUTATION
NEW INSULATION SYSTEM
IIEIGIIT. SECURE W/ DECK SCREWS MINIMUM
EXISTING/NEW WOOD FASCIA (BY OTt1ER5), OF I 2" O.C. TO DECK.
2 HEATER F � UE / C ❑ NDUIT FLASHING DETAIL `
EXISTING METAL/fECfUM DECK �
SCALE 3'=1'-0 =
NOTE: VERTICAL t1EIGHT OF ROOF JAGK MUST BE MINIMUM I 6", � �
MANUFACTURED TO BE INSTALLED AT SLOPE OF ROOF. E X H A U S T E R � D U C T D E T A I L �
AT VARIOUS LOCATIONS ROOF JACK MAY NEED TO SOLDERED IN PLACE 3 SCALE 3'=1 '-0 `
PROVIDE SPLIT JACKS � SOLDER ALL SEAMS AT TIIESE LOCATIONS.
NOTE : CONTRACTOR SFIALL INSTALL BASE FLASIIINGS IN F �
MODIFIED BITUMEN ADFIESIVE. W Q
SECTI ❑ N THRU EAVE � � � � I
� 1 1 I I � NEW 2 I /2 LB. LEAD FIASt1ING _ N �
v ` H
SCALE 3'=1'-0 � � z
SET FLANGE IN BED OF � � �
NOTE: BUILDINGS B � C f1AVE I BY FASCIA INSTEAD OF 2BY. t1EIGIIT OF NAILER WILL ON ROOFING CEMENT. y V
BUILDiNG C. DUE TO DIFFERENCE IN FIEIGIITS, TRIMING OF F�CISTING FASCIA MAY BE y�j � o
EXISTING PIPE VENTS.
REQUIRED. NEW FLOOD COAT 4 GRAVEL DIAMETERS VARY NEW PLOOD COAT � GRAVEL � ; a
NEW INSULA710N SYSTEM
NEW INSUTATION SYSTEM NEW ROOFING MEMBRANE, PROVIDE FELT ENVELOPE W -�
AT LOW EDGE THAT WRAPS OVER TOP EDGE OF FASCIA. j
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NEW ROOFING MEMBRANE �' o g
NEW WOOD BLOCKING TO MATCFi INSUTATION t1EIGIIT $°8$ o n° o°<Po° o°8c�i o g'o 8
0 8$g$o SECURE MINIMUM I 2° O.C. W/ I OD NAILS. og gg o8g o �o NEW MODIFIED BITUMEN STRIP-IN FLASHING
0 8$ $$ NEW MODIFIED BITUMEN STRIP-IN FLASFIING �Oaggo = NEW WOOD BLOCKING TO MATCFi INSULATION V �
NEW FLOOD COAT � GRAVEL �o S$ $O $o ALL ROOF FELTS WILL BE IXTENDED AT LEAST =o HEIGtiT. SECURE W/ DECK SCREWS MINIMUM �
o° ' 6` OVER RIDGE. SECURE EACti FELT W/ A CAPPED • �
og$ ° ° ggo NAIL AT BACK EDGE OF FELT. OP I 2 O.C. TO DECK. W o
NEW INSUTATION SYSTEM o Sgo � $g a NEW 24 GA. PREFINISHED METAL CAP, Q p
8� �$ SECURE TO WOOD W/ S C R E W S W/ N E O P R E N E � �
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EXISTING METAL DECK NOTE : IF VERTICAL t1EIG11T OF PIPE EXCEEDS I 2", LEAD FLASIIING W � O
CAN BE SEALED AGAINST PIPE W/ CLAMP RING � SEALANT, Z � �
FLASIiING MUST BE MANUFACTURED FOR SLOPE OF ROOF. NEW 24 GA. PREFINIStiED METAL GUTTER, FPSTEN W/ � y
4 RIDGE FLASHING DETAIL 20GA. STRAP516• o.c. y 3
S C A L E 3'=1'-0 E X I S T I N G/N E W W O O D F A S C I A (B Y O T H E R S), y °°
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og$ SECURE MINIMUM I 2" O.C. W/ I OD NAILS. ON TECTUM DECK 51DE TO
oS�� �� ° NEW MODIFIED BITUMEN STRIP-IN FIASHING WOOD BLOCKIN6. NOTE: BUILDINGS B E C tiAVE I BY FASCIA INSTEAD OF 2BY. t1EIGtiT OF NAILER WILL
NEW FLOOD COAT # GRAVEL o°S$ � �g$O ALL ROOF FELTS WILL BE IXfENDED AT IFAST o 0 o BUILDING C. DUE TO DIFFERENCE IN IIEIGFiTS, TRIMING OF EXISTING FASCIA MAY BE
08$ ° �`b°o �b°o�'°O�a o $`b o$Ya �008 0 �`b°o�`b°o�8°o�`b°o o�i`Fa°o�8°0
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NEWROOFINGMEMBRANE p � ° ��a S E C T I O N T H R U EAV E W / GUTTER
6 SCALE 3'=1'-0 DATE
3/03
EXISTING TECTUM DECK DRAWN
BY MEG
CHECKED
BY �
EXISTING TECTUM DEC NEW WOOD BLOCKING, I /2" LESS Tt1AN INSUTATION t1EIGtiT EXISTING METAL DECK SCALE 3• � � ��
EXISTING METAL DECK ALLOWS FOR I /2" WOOD FIBER INSUTATION TO BE
CARRIED CONTINUOUS OVERJOINT. PROJ .
NUMBER 2pp3.o�53
RID E FLASHING DETAIL AT DECK TRANSITI ❑ N DECKING TRANSITI ❑ N FLASHING DETAIL
7 SCALE 3'=1'-0 8 SCALE 3'=1'-0
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W/ SCREWS I 8" O.C. Q
EXISTING STUCCO �
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SET IN ELAST❑MERIC R�OF CEMENT SECURE W/ ANCtiOR BAR. PRE-DRILL � �
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NEW 3/ 4' RIGID INSULATI❑N OF BASE FLASHING AND ANCFIOR BAR.
NEW CANT
NEW CANT �
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NEW MODIFIED BITUMEN FLASFIING, SECURE 2
NEW FLOOD COAT 4 GRAVEL 6" O.C. W/ CAPPED MASONRY NAILS. °
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NEW FLOOD COAT E GRAVEL FASTENERS I 2° O.C. F y ,rj
NEW SEAIANT y j p
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N E W 2 X W O O D S F 1 1 M, 4' P I E C E E V E R Y 2' O.C. , ANCFIOR TO W/ SCREWS. W a �'-
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NEW INSULATION SYSTEM aZ � �
NEW MODIFIED BITUMEN FLASFIING. SFCURE W/ e
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EXISTING WOOD BLOCKING , REATTACti W/ SCREWS o o � o o � o 0
SECURE MINIMUM 24' O.G. W/ DECK SCREW'5.
NEW INSULATION SYSTEM
F�CISTING/NEW WOOD FASCiA (BY OTf1ER5),
EXISTING METAL/fECTUM DECK
DATE
3/03
DRAWN
BY MEG
12 SECTI � N THRU SIDEWALL AT EYEBR ❑ WS CHECKED
SCALE 3'=1' -0 BY �
NOTE : AT SOME LOCATIONS , DUE TO NARROWNESS OF SIDING PIECES, SCALE 3- � � ��
IT MAY EASIER TO REPLACE SIDfNG . CONTRACTOR MAY REPLACE SfDfNG
SECTI ❑ N THRU RAKE EDGE TO FACILITATE WORK. SIDING MUST MATCIi EXISTING . PROJ .
11 NUMBER Zpp3p��
SCALE 3' =1' -0
NOTE: BUILDINGS B � C HAVE I BY FASCIA INSTEAD OF 2BY. HEIGIiT OF NAILER WILL ON
BUILDING C. DUE TO DIFFERENCE IN HEIGFiTS, TRIMING OF EXISTING FASCIA MAY BE
REQUIRED.
�
GENERAL SPECIFICATIONS :
1 . DO NOT SCALE DRANANGS. VERIFY DIMENSIONS IN FlELD PRIOR TO M E C H A N I CA L LE G E N D Noh: a.� snaeas srowrr ar� �coro
24. PROVIDE A BASE BID WHICH SHALL INCLUDE ONLY SPECIFIED 43. COPPER PIPE VALVES AND SPECtALTIES ME NOT NECESSARILY USED.
CAMIIENCEMENT OF WORK. REFER TO ARCHITECTURAL DRAWINGS FOR ALL EQUIPMENT OR EWIPMENT LJSTED AS EQUIVALENT. NO SUBSTITUTIONS � �eo� FlwsHm rioat
DIMENSIONS. FOR THE LJSiED EQUIPMENT SHALL BE ALLOWED IN THE BASE BID. A. GATE VALVES: BRONZE, CLASS 125, 200 LB. W.O.G. �c ABOVE FlNISHm GRADE �war PUNP k EW�PIAENT CONNECTOR
8. BALL VALVES: BRONZE, CLASS 125, 600 LB. W.O.G. aFC eFtow FlwsHeo at� ��F- P�FE UNION
2. IT SHALL BE ASSUAIED lHAT ALL SUBCONTRACTORS ARE EXPERIENCED C. CHECK VALVES: BRONZE, CLASS 125, 200 LB. W.O.G. eoP BOTTpA OF PIPE FRpI FINISHm FLOOR ��J�p.o- �� �ECK BAqCFLOW PREVEN7ER
A. THE MANUFACTURER OF EQUIPMENT OR MATERIALS FIRST NAMED ON CFl/ CUBIC FEEf PER NINUlE STEAM 7RAP
AND 7HOROUGHLY KNOWLEDGEABLE IN THEIR RESPECl1VE AREAS OF THE 1}iE DRANANGS IS THE BASIS OF DESIGN. O1HER MANUFACTURERS LISlED D. BALANCING VALVES: 125 PSI W.P. FOR 250 DEGREE FARENHEIGHT �
CONSiRUCTION INDUSTRY AND SHALL PERFORM IN A RESPONSIBLE IAANNER SERNCE 11GHT SHUTOFF, TOUR AND ANDERSON STA, ARMSIRONG CBV, ac c�uNC Fr-v�o�r s n��wosr�nc
IN ESTABUSHED CONSTRUCTION SEWENCE, RECOGNIZING 1NE PRIORITY OF ARE CONSIDERED GENERAL EQUIVALENTS ONLY. GERAND, OR F�OWSET, BELL AND GOSSETT CIRCUIT SETfER. �+N CONNECT m-ni�oorriµic
COTG CIEAN W7 TO GRADE IB-INVERIED BUpCET
iHE CONSTRUCTION DOCUMENTS, DRAWING. AND DETAILS, AND SHALL B. COORD�NATION OF GENERAL EQUIVALENTS AND SUBSl1TUTI0NS: E. DIRECT UNIONS: FURNISH AND tNSTALL A DIELECTRIC UNION AT pN ppyM * p� ,����
INFORM THE PRIME CONTRACTOR OF POTENTIAL PROBIEMS WHEN DRAMANGS WHERE CONTRACT DOCUMENTS PERMIT SELECTION FROM SEVERAL GENERAL ALL CONNECTIONS WHERE NONFERROUS MATERIALS IS IN CONTACT WITH (E) oasnNC � ppE E�ANSION ,qWT
ARE UNCLEAR OR INCONSISTENT. E�UIVALENTS, OR WFIERE SUBSTITUTIONS ARE AUTHORiZED, COORDINATE FERROUS MATERIALS. �i ENIERWG NR IEMPERA7URE
EM1 EJ6iAUST � Fl.E70BLE CONNECTOR
CLEARANCE AND OTHER INIERFACE REOUIREMENTS NATH MECHANICAL AND S
3. SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY THE PRIME OTHER WORK. 44. PROVIDE EXPANSION JOINTS OR LOOPS ON ALL CHILLED, SNOWMELT EWf EN7ERINC WA7FR IEMPERAIURE � s�n r�u� vwvE
CONTRACTOR OF DISCREPANCIES OR CONFLICTS ON THESE CONSTRUCiION AND HEATING WATER PIPING RUNS IN EXCESS OF 50 FEET AND IN �° ��+is�E° aY °wt��t � NR YENT B EAUDIN
DOCUMENTS FOUND DURING BIDDING AND OR CONSTRUCTION PRIOR TO ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ur LEAVINC AIR IEYPERANRE � ppE55URE - IEYP. TM
� 1 . PROVIDE NECESSARY ADDITIONAL IiEMS SO THAT SELECTED OR �wr LEAVING WAIER lEMPERAIURE
PERFORMING THE WORK. SUCH DISCREPANCIES SHALL BE RECEIVED SUBST1TUiED ITEM OPERATES EQUIVALENT TO THE BASIS OF DESIGN AND r+ic NOT IN CON7RACT �-� PRESSURE GAUGE W/ PIG TNL & COq( G ANZE
EXPEDIilOUSLY AND NOTIFlCATION GIVEN TO THE SUBCONTRACTOR EITHER PROPERLY FITS IN iHE AVAILABLE SPACE ALLOCATED FOR THE BASIS Of 45. FILL HEATING WATER SYSTEM WITH 30% PROPYLENE GLYCOL/WATER OBD OPPOSED &.ADE VOLUME DM1PQ2 C�-I---� 7HERMOAIETER
VERBALLY OR IN WRITING AS APPLICABLE TO iHE CONDITION. DESIGN. SOLUTION AND FILL SNOWMELT SYSTEM WITH 50� PROPYLENE GLYCOL/WATER o�G �+ �+�R � niERwosinr
SOLUTION. �` 01TyDE ^'R � VAWUY BREAICER CONSULTING
4. EXAMINAiION OF BIDDING DOCUMENIS. 2 PROVIDE ALL FEATURES WHICH ARE STANDARD ON THE BASIS OF �� �� � MOFiIZONTAL qEANWT SNGINK(SRS,II�1C.
46. GRADE AND VALVE ALL HEATING, CHILLED AND SNOWMELT WATER uNO uraFSS No�o on+eRr�se -�I
DESIGN PLUS ANY SPECIFlED OPTIONS. - sMS - snowuE�r suaa�v -� v�rsncw ae�wouT
A EACH BIDDER SHALL EXAMINE iNE BIDDING DOCUAIENTS CAREFULLY, PIPING WITH 3 4' HOSE END VALVES TO PERMIT COMPLETE DRAINAGE OF � n� �N P.O. Box 39
- SMR - SNOWMELT RETURN
AND NOT LATER THAN SEVEN DAYS PRIOR TO lHE DATE OF RECEIPT OF 3. BE RESPONSIBLE FOR ASSURING THAT PIPING, CONDUIT, DUCT, THE SYSiEIA. VENT ALL HIGH POINTS IN EQUIPMENT ROOMS AS NECESSARY - tiws - H�wnHC w�mi suPa�r
BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR FLUE, AND OTHER SERVICE LOCATIONS FOR GENERAL EQUIVALENTS OR MA71i AUTOMATIC AIR VENTS PIPED TO CONVENIENT DRAIN. ALL HIGH - NwFC - H�wnNC w�� �TUar � n� gNK Voil, CO 81658
INTERPRETATION OR CORRECiION OF ANY DISCREPANCIES, AMBIGUITIES, SUBSTITUTIONS DO NOT CAUSE ACCESS, SERVICE. OR OPERATIONAL POINTS IN SYSTEM OUTSIDE OF EQUIPMENT ROOMS WITH COMBINATION - cHS - auuEO w�mt surr�v -�� ROOF DRAIN �970 949-6108
INCONSISTENCIES, OR ERRORS THEREIN WHICH HE MAY DISCOVER, iHE AUTOMATIC MANUAL AIR VENTS AS RE�UIRED TO RELIEVE AIR IN 1}iE - �R - a+iu-eo w��n enuqN �F� FlRE/SNOKE DANPQt Fax: 970 949-6159
DIFFICULTIES ANY GREATER THAT WOULD BE ENCOUNTERED NATH THE BASE � - RNS - RADIANT MANIFOID SUPPLY
ARCHITECT WILL BE ISSUE ANY INiERPRETATION OR CORRECTION AS AN DESIGN. S��M• � FlRE DANPQ2
- RNR - RADIANT MANIFOID REIURN 14142 Denver West Pkw
ADOENDUM. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY i� E%MAUS7 FAN ON ROOF W/ DUCT THRU ROOF. Y•
ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON 47. PROVIDE PLASTIC GROMMETS ON ALL HEATING WATER PIPING PASSING - � ���� ���Y
25. ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND - pt - corvo�ras�a a�nrm � PpNT OF DISCONNECiION Suite 195
INIERPRETATIONS OR CORRECiIONS GIVEN BY ANY OTHER METHOD. IF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND THROUGH WOOD JOISTS AND STUDS. - c - r+�TUaw c�s e PqNT OF NEW CONNECTON i>olden, CO SU401
DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS ARE NOT RECOMMENDATIONS. - Mc - M�auM P�s� N�nr� c�s `�`� FlRE AIARY HORN/S7ROBE (303 278-3820
COVERED BY ADDENDU�A OR WRITTEN DIRECTIVE, CONTRACTOR SHALL 48. MATERIALS; NYDRONIC PIPING - o - oauN PiaE � SmNNw w� e�ow-orF �kv� Fax: 303)278-3b43
INCLUDE IN HIS BID, LABOR MATERIALS AND METHODS OF CONSTRUCTION p6. SUBMIT ENTIRE HVAC AND PLUMBING AND FIRE PROTECTION SHOP - xrs - Huri �swRE s� surrir
RESULTING IN HIGHER COST. AFlER AWARD OF CONTRACT, NO ALLOWANCE DRANANG SUBMITfAL DATA AT ONE TIME. SUBMITfAL TO BE BOUND IN A. ABOVE GRADE, UP lHROUGH 2-1 /2': SCHEDULE 40 STEEL PIPE WIlH - HPR - Hia� a�swRE s�w �ruRN
- LPS - LOW PRESSURE STEA1/ SUPPLY
OR EXiRA COAAPENSATION NALL BE MADE ON BEHALF OF THE CONTRACTOR THREE-RING BINDERS, INDEXED IN A NEAT AND ORDERLY MANNER. MALI.EABLE IRON THREADED FITTINGS, OR TYPE �L� COPPER iUBE MATH s�+oac �esor�eQt
DUE TO HIS FAILURE TO MAKE iHE WRITTEN REQUESTS AS DESCRIBED WROUGHT COPPER FITTINGS AND 95-5 NO LEAD SOLDER. - �R - �ow arsESSURE s� RErur�rv „�„
PARiIAL SUBMITTALS WILL NOT 8E ACCEPiED. SUBMITTALS SHALL - Pc - ruMreo car�oeNS�� HOSE BIBB / WALL HIDRANT .��,�iu r,�,��
ABOVE. INC�UDE, BUT NOT BE LJMITED T0: EQUIPMENT, FIXTURES, INSULATION, - FOV - FUEL qL VENT "`��� ��%�, ,
DIFFUSERS, PUMPS, FANS, PIPING, VALVES, BOILERS, FURNACES, B. ABOVE GRADE, 3" AND LARGER: SCHEDULE 40 STEEL PIPE WITH - FoF - Fu� a� Flu � ;°°`
8. FNLURE TO REQUEST CIARIFICATION DURING iHE BID PERIOD OF CONTROLS, AND FIRE PROTECTION. CAST IRON OR STEEL WELDING FITTINGS. - � - p-� �o now srnrcai ��� -
ANY INADEQUACY, OMISSION, OR CONFUCT WILL NOT RELIEVE THE - Rs - REFxic�u+r sucna+ ;
CONTRACTOR OF THEIR RESPONSIBIl171E5. 7HE SIGNING OF i}iE Z7, FAILURE TO ORDER, OR RELEASE ORDER FOR MATERIALS AND/OR C. BELOW GRADE, UP THROUGH 1 -1 /4�: T1PE �K" SOFT ANNEALED - R� - R�tic�tN+r uano n _ , . .
- RD - REFRIGERANT DISCHARGE � SMq(E DETECTIX2 - � 5O
CONTRACT NALL BE CONSIDERED AS IMPLICIlLY DENOTING THAT THE EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE COPPER TUBE, SINGLE LENGTH TO AVOID F�TTINGS, (WROUGHT COPPER _ _ _ � � �;
CONTRACTOR HAS A THOROUGH COMPREHENSION OF 1HE FULL INTENT AND FITfINGS WHERE UNAVOIDABLE AND 1100 DEGREE FARENHEIGHT SOLDER DqAE5i1C COID WATER
ALTERNATE MATERIALS, EWIPMENT, OR INSTALLATION METHODS. ) - ao - a�rsse osuos�s w�� � 90�,. ' � H o3 .
SCOPE OF THE WORKING DRANANGS AND SPECIFICATIONS. INSULATE WITH 1 ' THICK CLOSED CELL ELASTOMERIC INSULATION. ALL - - - - oa�ernc r+or w�m+ ��`N� �TR� ;� �c •,. �
28. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVAl10N, SUPPORTS, BURIED PIPE SHALL BE SURROUNDED WITH 4" OF CLEAN SAND. - -��' - oowesnc Hot w�ms ( �ua. sHOrn ) 'o,,��S�C;�r,�`'�'�",�o���`
5. INASAIUCH AS DESIGN FOR REMODEL AND/OR REHABILITATION SAWCUTi1NG AND PATCHING, CONCRETE/PAVING, ETC., AS REQUIRED. - - - -- Nor w��rt ciawunNC � ACCESS PANEL n",�„�i�������„`a�
REQUIRES 1HAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING BACKFlLL TRENCHES IN 6� LAYERS AND TO 90X COMPACTION AND PATCH TO 0. BELOW GRADE, 1 -1 /2" AND LARGER: JACKETED, PRE-INSULATED - F - FlRE uNE � SUppLY WCT OOVM
- PW - PRESSURIZED WAS7E
CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS CANNOT BE MATCH EXISTING GRADE. PIPING, WITH FLUID CARRIER PIPE EQUAL TO ABOVE SPECIFICATION. - v - pwNeiNC vENr PiPE � RETIRN/E%HAUST OUCT DONN
VERIFIED WIiHOUT DESTROYING OIHERNASE ADEQUATE OR SERVICEABLE ROVANCO, RICWELL/PERMA-PIPE OR EQUIVALENT. - �y - q�EWicw yv�r pipE TURNING VANES SHOMM IN 80� ELBOW,
PORiIONS OF THE BUILDING, THE ENGINEER CANNOT ASSURE iHE OWNER OR 2g. REPAIR ALL ACCIDENTAL OR INTEN110NAL DAMAGE TO MATCH - w - w�s� Pi� $
THE CONiRACTOR iHAT THE PROFESSIONAL CONSULTING SERVICES HEREIN EXISTING CONSTRUCTION 1MTH NO NOTICEABLE DIFFERENCE IN E. SNOWMELT/RADIANT FLOOR SERPENIINE TUBING: - �v - a+�sE w�s� rir� siNC�.e euoE o�wao+ ( sau. ). MoianzEo
ENCOMPASS ALL CONTINGENCIES. FlELD COORDINATION DURING CONTINUITY, APPEARANCE OR FUNCTION. - cw - cr+euicw w�s� �� ' ' ' DAMPER a'P06ED BLADE DAYPER ( 0.&D. ) �
CONSTRUCTION IS I�APERATIVE. MAKE REASONABLE ALLOWANCES FOR 1 . ALL TUBING TO BE CROSS -LINKED POLYETHYLENE WITH AN OXYGEN - s - s�wir,ver sEr� aiaE Q
UNSEEN CONDIiIONS. 30. IEMPORARY HEAT NALL BE FURNISHED BY THE GENERAL CONTRACTOR. DIFFUSION BARRIER. TUBING TO BE RATED FOR CONTINUOUS OPERATION - si - Siatw OrtuN qPE o
USE OF iHE PERMANENT HEAi1NG SYSTEM NALL NOT BE ALLOMIED. OF 100 PSIG AND A TEMPERATURE SUITABLE FOR THE SPECIFIC - sr(oF) - sratw oRNN ov�ow PwE � urt exrnncrae
6. iHE EXISi1NG BUILDING NALL 8E OCCUPIED BY THE OWNER DURING APPLICATION. FACTORY AAANIFOLDS SHALL BE EQUIPPED WITH ZONE - v�c - v�cuuw r�Pe WC7 SIZES ARE W1510E SHEET IIETAL
CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL NOT BE VALVES AS REQUIRED. SYSTEMS SHALL BE CAPABLE OF WITHSTANDING ��- �P��� NR PIPE x� 2 DINENSIONS 15T N0. IS SIZE OF SURFACE
31 . COORDINAlE ALL PENETRATIONS OF THE FLOOR SLAB PRIOR TO - M� - Mewc,w urt r�re sNO�. zrvo rvo. is oucr oerrri. m
HINDERED BY THIS WORK. ACCOUNT FOR ALL ADDITIONAL COSTS WHICH COMMENCING WORK. UTILIZE X-RAY AND VISUAL INVESTIGATION OF TEMPERATURES 180 DEGREE F TO 230 DEGREE F FOR LIM�TED PERIODS OF - o - oxrcEn PivE ���0 SUPPLY REqS7FR
MAY BE INCURRED DUE TO THE DIFFICULTY OF WORKING OVER ANO AROUND EXISTING CONDITIONS AS REQUIRED PRIOR TO DRILLING OR CUTTING. TIME. INSTALL PIPING AND MANIFOLD IN ACCORDANCE MAiH THE - N - ramocEN aiPE �
EMPLOYEES. FURNINRE, EQUIPMENT, ETC.; AND DUE TO THE HOURS OF COORDINATE ALL NEW PENETRATIONS WITH OTHER DIVISIONS OF iHE WORK. MANUFACTURER'S RECOMMENDATIONS. -N2.1o� -� NITRWS 0%IDE PIPE
THE DAY IN WHICH AN AREA MAY BE ACCESSIBLE MMEN COIAPILJNG HIS ALL CONTRACTORS ARE INDIVIDUAIIY RESPONSIBLE FOR ALL PENEIRATIONS --i� VENNRI/fLOW INDICAiER ��+� RElURN AIR OR E%MAUST NR REp57ER.
BID. REQUIRED BY THEiR DIVISIONS. 2. SNOWMELT PIPING SHALL BE PLACED ON 6 INCH CENTERS AND SHALL -� TF- aurrFn�r vuvE �},,,,, _ �pp�Y qFFl1SER; ARROWS INUICATE
BE CAPABLE OF PRODUCING 150 BTUH/SQ.FT. WITH 100 DEGREE F EWT, 25 --0� snur w� v��ve (e�u, c�re, eurmt��� ��) on�cnox oF n�ROw.
7. BE RESPONSIBLE TO FlELD VERIFY EXISTING EQUIPMENT REMAINING 32. PROVIDE 4� HIGH CONCRETE EWIPMENT PADS BENEATH FLOOR DEGREE F WTD. TUBE DIAMETER, NOMINAL 5/8'. �_ a� ywy�
TO BE CONNECiED TO NEW OR EXISi1NG SYSTEMS. PROVIDE DUCTWORK, MOUNTED MECHANICAL EpUIPMENT, IN ADDIiION TO ANY BASE ASSEAIBUES WIRSBO PEPEX OR STADLER, EHT EQUIVALENT. ENTRAN ����tiQ 000R cRiu.E
-�}- CFIECK VALVE
PIPING, CONiROLS, DIFFl1SERS, ETC., AS REQUIRED TO RESTORE REWIRED 8Y MANUFACTURER. AND POLYBUMENE PIPING NOT PERMITTED. � SECTION THRU SUPPLY NR DUCT. �
CONIINUITY OF SYSTEM S , OR TO AIAKE NEW WORK MEET EXISTING �.� �ow caama v��ve
� � SECTION 1HRU W790E AIR INTAKE, tn
CONDITIONS, WHEi}IER INDICATED OR NOT. 33. FlRE STOPPING REQUIREMENT. PENETRATIONS THROUGH RATED WALLS 49. INSULATE ALL NEW HEAl1NG WATER AN� SNOWMELTING PIPING WITH �-r e� ��� � RENRN AIR OR E1(HAUST DUCT. W
AND FLOORS SHALL BE SEALED NATH A MATERIAL CAPABLE OF PREVENIING U.L. APPROVED, WFiITE, ALL SERVICE, GLASS FIBER, SNAP-ON, PIPE -�- PLUG IX2 BALANqNG VALVE A (p) SEC110N WT LETTER. �
8. SUBCONiRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE INSULATION. INSULATE FITTINGS WITH GIASS FIBER BLANKET -� CARCUI7 SETIQt VALVE �� (B) SHEE7 9fOWN ON.
UTILITY SERVICES AND COORDINATE AS REWIRED BY EITHER RESPECi1VE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM-E- INSULATION AND PREMOIDED P.V.C. COVERS. ALL MATERIALS SHALL HAVE �a PIUG VALVE IN RISER
AREA OF i}IE CONSTRUCTION INDUSTRY. NOTIFYING THE PRIME 814. ACCEPTABLE MATERIALS INCLU�E: DOW CORNING RN FIRE STOP A SMOKE DEVELOPED RATING OF 50 OR LESS AND A FLAME SPREAD RATING -{,- GAIE OR CLOBE VALVE IN RISER e PLUMBING PoSER
CONTRACTOR OF VARIATIONS OR CONFUCTS FOAM FOR BARE PIPE, METAL CONDUIT, AND ELECTRICAL CABLE; 3M FlRE OF 25 OR LESS. INSULAl10N SHALI PASS UNINTERRUPiED THROUGH �- DRNN VALVE W/ HOSE END Q HEATING WAlER RIgR
DAM 150 CAULK FOR BARE PIPE, METAL CONDUIT, AND BUILDING HANGERS. VAPOR BARRIERS SHALL BE CONTINUOUS, AND SEALED WI7H ---p�- 7ENPERANRE CONiROL VAL�E � CN�LLED WAIER RISER
9. IF NOT SPECIFICALI.Y DEFINED IN THESE CONSTRUCTION DOCUMENTS, CONSTRUCTION GAPS; 3A1 CP-25 CAULK AND FS-195 INTUMESCENT STRIPS 'NON-BREATHING' MASl1C ON COLD PIPING. ALL RAW EDGES OF ---�-- PRES9/RE REIX1qNC VALVE � Fl� t�sErt
MATERIALS ANO/OR EWIPMENT SHALL BE IDENTIFIED BY THE FOR INSULATED PIPES, PUSTIC PIPE OR CONDUIT, AND ELECTRICAL INSULATION SHALL BE NEATLY TRIMMED AND SEALED WITH MASTIC. - �� Sq,ENpp ykyE MVAC PoSER
SUBCONIRACTOR NATHIN A REASONABLE T1ME TO ALLOW SELECTION, CABLE. SUBMIT UL LISTED APPLICATION DATA FOR EACH TYPE OF �
PURCHASE, AND DELJVERY SO AS TO PREVENT DELAY ON iHE JOB PENETRATION ENCOUNTERED. A. INSULATION THICKNESS: Z
SCHEOULE.
34. DUCTS, PIPING, AND CONDUITS PENETRAl1NG THROUGH ROOF SHALL 1 . HEAl1NG AND SNOWMELT WATER: ALL SIZES - t "
10. PROVIDE MECHANICAL DEMOUTION REQUIRED. REFER TO HAVE ROOF FLASHING COMPATIBLE WITH THE ROOFING SYSTEM. SEE
ARCHIiECNRAL DEAIOLIiION DRAWINGS FOR LOCAiION AND EXTENT OF ARCHITECTURAL DRAWINGS. IN 1FiE ABSENCE OF ANY OTHER 50. EQUIPMENT LABELS: LABEL ALL NEW PIPING AND EQUIPMEN7. ^ o �
DEMOU110N REWIRED. VISIT SITE PRIOR TO BID TO DEiERMINE EXlENT REQUIREMENiS, PROVIDE SHEET LEAD 1YPE FLASHING FOR PLUMBING VENTS PROVIDE FULL BAND OR STRIP TYPE MARKERS AND FLOW ARROWS ON ` � � N
OF WORK INVOLVED. EXISi1NG FlXiURES, MECHANICAL EOUIPIAENT, ETC., IN BUILT-UP ROOFS, TALL CONE NATH EPDM BOOT FOR PIPE AND CONDUIT PIPING. PROVIDE ENGRAVED PLASTIC VALVE TAGS WITH VALVE NUMBER • • �ri o � -J, a Q
BEING REI�IOVED SHALL BE REiURNED TO THE OWNER. DISPOSE OF ALL IN SINGLE PLY MEMBRANE ROOFS, AND CURBED ROOF PENETRATIONS IN ALL AND ATTACH NATH STANDARD CHAIN OR S-HOOKS. PROVIDE ENGRAVED � v�i . , \ o, W c �
REAAOVED PIPING, DUCTWORK, ETC. UNLESS N07ED OTHERNASE. PIPES, TYPES OF ROOF. INSTALLATION SHALL BE WATERTIGHT. PLASTIC SIGN ON OR NEAR SPECIFIED EQUIPMENT. � "� °1 N 'm o
DUCiWORK, EQUIPMENT, ETC. TO BE REMOVED, ARE SHOWN HATCHED, D RAW I N G S C H E D U LE o � � �
UNLESS OTHERWISE NOTED. 35. ALL FLOOR DRAINS CONNECiED TO THE SEWER SYSTEM SHALL BE
EQUIPPED NATH TRAP PRIMERS. PROVIDE TRAP PRIMERS NATH BACKFLOW
11 . VEF21fY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND PREVENTERS AND CONNECT TO THE NEAREST COLD WATER PIPING ADJACENT
UTILIiIES, PIPING, AND RACEWAY SYSTEMS PRIOR TO THE TRENCHING. TO A FLUSHING FlXTURE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S M0. 1 MECHANICAL LEGENDS , SPECIFICATIONS, AND SEQUENCE OF CONTROL
CONIRACTOR SHALL OBTAIN AND VERIFY EXACT UTILJTY COMPANY DRAWINGS RECOMMENDATIONS.
AND REQUIREMENiS. MO. Z MECHANICAL SCHEDULES
36. SEE ARCHITECiURAL REFLECTED CEILJNG PLAN FOR ALL CEILING S E Q U E N C E O F C 0 N T R 0 L �
12. ALL DUCiM/ORK, DIFFUSERS, PIPING, FIXTURES, AND EOUIPMENT PENETRATIONS AND AIR DEVICE LOCATIONS. ' M � . O SNOWMELT ZONE PLAN
SHONM IN L1GHT L1NE WEIGHT IS EXISTING, NEW INDICATED 8Y HEAVIER
L1NE WEIGHT, EXCEPT WIIERE NOTED. PIPES, DUCTWORK, EQUIPMENT, 37. COORDINATE ARCHITECTURAL., STRUCTURAL, MECHANICAL, FIRE M � . � SNOWMELT PIPING PLAN & DIAGRAMS
ETC. TO BE REMOVED, ARE SHOWN HATCHED. PROTECTION, ELECTRICAL. LANDSCAPING. AND INTERIOR DESIGN DRANANGS I. PJ1 PJ2 HX�A HXJB AND HX=C SNOWMELTING PUMPS AND
PRIOR TO INSTALLATION. HEAT EXCHANGERS (SNOWMELT SYSTEM). M2 . O BUILDING A - SNOWMELT
13. OFFSET PIPING, DUCTWORK, ETC. AS NECESSARY TO ACCOMMODATE
STRUCTURE, BEAbIS, COLUMNS, AND EXISi1NG EQUIPMENT. 38. CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE A. SNOWMELT MOISTURE/TEMPERATURE SENSOR SHALL BE LOCATED M3. 0 BUILDING C - FIRST AND SECOND FLOORS SNOWMELT
AVAILABLE. IN THE SNOWMELT ZONE. REFER TO THE MECHANICAL SITE PLAN
14. ALL EXISTING SUPPORT RODS AND STRAPS NOW SUPPORTING DUCTS, FOR LOCAl10NS. WHEN lHE SENSOR SENSES THE OUTSIDE M3. 1 BUILDING C - THIRD AND FOURTH FLOORS SNOWMELT
PIPES, AIR TUBING. ELECTRICAL CONDUIT, ETC. THAT ARE REMOVED TO 3g, SUBMIT A WRITTEN BALANCE REPORT BY A NEBB OR AABC CERTIFIED TEMPERAUTRE BELOW 37 'F (ADJ.) AND MOISTURE, THE
ALLOW ROOM FOR INSTALLAl10N OF NEW EQUIPMENT SHALL BE RELOCATED BALANCING CONTRACTOR. BALANqNG PROCEDURES SHALL BE IN SNOWMELIING SYSTEM SHALL OPERATE AS FOLLOWS. M3. Z BUILDING C - FIFTH AND LOFT FLOORS SNOWMELT N V�
AND RFJNSTALLED, OR REPLACED IF DAMAGED. ACCORDANCE WITH NEBB OR AABC GUIDELINES FOR PROPORTIONAL BALANCE.
SUBMIT REPORT ON STANDARD NEBB FORMS OR SUBMIT FORMS FOR REVIEW 1 . THE SNOWMELTING CIRCULATION PUMP, P=,1 Z
15. ALL �CAPPED� SANITARY AND VENT LINES SHALL BE RECONNECTED OR PRIOR TO BAIANCING. MEASUREMENTS SHALL INCLUDE ALL MOTOR SHALL ACTIVATE, AND EACH BUILDING'S � � Q
RE-ROUTED AS NECESSARY TO PREVENT 'DEAD-ENDS' IN THE PIPING. ALL AMPERAGE AND VOLTAGE READINGS; MOTOR AND FAN RPMS; STATIC SNOWMELTING LIMITING AQUASTAT, AQ_A• �yJ W �
PIPING SHALL DRAIN TO AC71VE SANITARY WASTE IJNES AND ALL PRESSURE AT INLET AND WTLET OF ALL PACKAGED EQUIPMENT, FANS, A�@, AND ��, SHALL BE ENERGIZED. � � � I-
BRANCHES NATH TRAPS SHALL BE ADEQUATELY VENTED. COILS, AND FILTERS; PITOT TUBE MEASUREMENT OF SUPPLY, EXHAUST, N � a
RETURN, AND OUTSIDE AIR MAIN DUCTS, AT MINIMUM OUTSIDE AIR, AND 2• 71-�E SNOWMEL7 LIMITING AQUASTATS AQ_A• Z � U �
i6. MIORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE 100X (ECONOMIZER) OUTSIDE AIR; VELOCITY DISTRIBUTION ACROSS THE A4-@ AND �� SHALL ACTIVATE lNE �yJ � _
SATISFACl10N OF THE HOIAEOWNER ASSOCIATION. FACE OF FlLTERS; AIR INLET AND OUTLETS; WATER FLOW AT ALL FLOW 3-WAY VALVE TO THE RESPECTIVE HEAT U N O �
MEASUREMENT STAl10NS; INLET AND OUTLET PRESSURE AT PUMPS NATH EXCHANGER HX�A HX�B AND HX=C TO
17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER FLOW CALCULATED FROM THE PUMP CURVE; WATER FLOW, TEMPERATURE SUPPLY HEATING WATER, (HWS). IF THE � U J
WORK IN CONFORMANCE WITH ALL APPlJCABLE CODES, ORDINANCES AND DROP, AND PRESSURE DROP AT ALL COILS. RESPECTIVE BUILDING'S HEATING WATER W F- � �J O
UFE SAFETY FEATURES AS REQUIRED BY IOCAL, STATE, OR NAl10NAL RETURN (HWR) TEMERATURE FALLS BELOW ,,.J O � �
AUiHORITIES. THE CONTRACTOR SHALL VERIFY NATH THE ARCHIiECT IF A. PROVIDE BELTS AND SHEAVES AS REQUIRED FOR DRIVE CHANGES TO 150F (ADJ.) THE 3-WAY VALVE SHALL C� w O N I-
MODIFICAiION OF HIS/HER WORK IS REQUIRED FOR COMPUANCE. ADJUST FAN SPEED. CLOSE. Q � () Z
18. ALL WORK OF ALL iRADES MUST BE IN STRICT COMPLIANCE, OR B. ADJUST FLOWS TO WITHIN 10� OF REQUIRED OUANTiTY. WHERE ROOM J � 0
EXCEED THE MINIMUM MAlERIAL AND METHOD REWIREMENTS OF THE 1997 AIR PRESSURE RELATIONSHIP ARE REQUIRED TO BE MAINTAINED AS SHOWN � � �O N U
BUILDING, MECHANICAI, PLUMBING, FIRE AND 1999 NATIONAL ELECTRICAL BY A DIFFERENiIAL OF SUPPLY AND EXHAUST/REiURN OR BY NOTE, ADJUST > Q 9 0
CODES, NFPA, AND ALL LOCAL ORDINANCES AND AMENDMENTS AND SUPPLY TO WITHIN 10% AND THEN ADJUST EXHAUST/RETURN TO PROVIDE Z �y
MANUFACTURER'S INSTALLAl10N RECOMMENDATIONS. IF A CONFLICT Z
THE INDICAlED ROOM PRESSURE. IF ACTUAL QUANTITY IS LESS THAN
BETWEEN iHOSE PUBIJCATIONS EXIST, iHE MOST STRINGENT REpUIREMENT 90X, INVESTIGATE CAUSE, ATfEMPT TO RECTIFY AND NOTIFY ENGINEER. � W O ,
SFIALL APPLY. SUBMITTAL OF BALANCE REPORT WITH LESS THAN REDUIRED FLOWS WITHOUT �
19. PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS. EXPLANATION IS CAUSE FOR REJECTION OF REPORT. W �yJ
PRIOR TO FlNAL PAYMENT, TURN OVER TO ARCHIiECT ALL CERiIFlCATES C. SUBMIT THREE (3) COPIES OF ALL SUBMITTALS IN ADDITION TO ANY J U
OF COMPLElION. REQUIRED BY 1HE CONTRACTOR AND HIS SUPPUERS. THESE COPIES SHALL J Z �
BE RETAINED BY THE OWNER, ARCHIiECT, AND ENGINEER W
20. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND Q �
LABOR WHICH NAY OCCUR UNDER NORMAL USAGE. THE GUARANTY SHALL BE 4p, SUPPORT PIPE WITH ROD AND CLEVIS, RING HANGERS, TRAPEZE, OR U
FOR A PERIOD OF ONE YEAR AFlER OWNER'S ACCEPTANCE. DEFECTS SHALL CLAMPS. NO PIPE TAPE ALLOWED. ALL HANGERS SHALL BE SIZED FOR OD - �
BE PROMPTLY REMEDIED NATHOUT COST TO THE OWNER. OF INSULATION, IF ANY. PROTECT INSULATED LINES WITH 20 GA SHEET ^�' '��� pl� VaII Z W
METAL SHIELDS FOR PIPING 1 -1 /2" AND LESS. PROVIDE CALCIUM � �. �� '� ; , J Q (�'�
21 . PROVIDE RECORD DRAMANGS TO HOMEOWNER ASSOCIAl10N. DRANANGS � .. �n ��
SILJCATE INSULATION INSERTS FOR ALL INSULATED PIPING 2� AND �
SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, LARGER. MAINTAIN VAPOR BARRIER ON ALL COLD LINES. ISOLATE BARE � �.� � _
REROUTINGS, ETC. COPPER LJNES FROM HANGERS NAiH VIBRASORB OR EQUIVALENT, COPPER U �
COATED HANGERS ARE NOT SUFFICIENT, WRAPPING PIPE NATH TAPE NOT w W Z
22. SYSiEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR ACCEPTABLE. _ � Q
CONi1NUWS OPERATION PRIOR TO ACCEPTANCE BY THE OWNER.
N
41 . NEW HOT AND COLD WATER BRANCHES TO BE ROUTED FROM NEAREST
23. SYSlEMS SHALL BE iESTED FOR PROPER OPERATION. PERFORM AT A HOT WAiER AND COLD WATER OF LJNE SIZE EQUAL TO OR GREATER THAN
MINIMUM ALL CODE REWIRED iESTS OR SYSlEMS. IF lESTS OF WORK ARE NEW BRANCH-TYPICAL.
ADDIiIONAL COSTrnT0T0��RALL MAKE CORRECTIONS NECESSARY AT NO 42. PIPING INSIDE BUILDING-BURIED L1NE5. TYPE �K' SOFT ANNEALED � �� � � �
� ;•
COPPER WATER TUBE, SINGLE LENGTH TO AVOID FlTf1NG5, (NROUGHT � O • �
COPPER FITIINGS WHERE UNAVOIDABLE) AND 1100?F SOLDER. NON-BURIED ;. Y G 7 [ UO3
LINES, TYPE 'L' COPPER WATER TUBE, WROUGHT COPPER FITTINGS AND NO
LEAD 95-5 SOLDER. i
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SNOWMELT MANIFOLD SCHEDULE HEAT EXCHANGER SCHEDULE
ZONE MANIFOLD DESCRIPTION (SQ. FT.) GPM EOFM 0 S� HEAD (FT OF H20) REMARKS MARK SERVICE TYPE SIDE FLOW RATE FLUID ENTERING LEAVING MAX. PRESSURE FOULING HEAT MANUFACTURER & * REMARKS
(GPM) TEMP. ('F) TEMP. ('F) DROP (FT) FACTOR TRANSFER (BTUH) MODEL NO.
BRAZED HOT 74 307L 160 740 9.5 DATA BASED ON 2 UNIiS
1 1 DRIVEWAY WEST 7030 13.80 10 6.96 - HX-A SNOWMELT 0.0001 700,000 (2) TACO FP10x20-40M
P�� COLD 54 SOX 91 120 4.8 IN PARALLEL
BRAZED HOT 74 30X 160 140 9.5 DATA BASED ON 2 UNITS
2 2 DRIVEWAY EAST 1030 t3.80 10 6.96 - HX-A SNOWMELT 0.0001 700.000 (2) TACO FP10x20-40AA B EAUDIN
P�� COLD 54 50% 91 120 4.8 IN PARALLEL
BRAZED HOT 74 30X 160 140 9.5 DATA BASED ON 2 UNITS 1 � �ZE
3 3 NORTH WALKWAY - WEST 1062 14.23 10 7.58 - HX-A SNOWMELT 0.0001 700.000 (2) TACO FP10x20-40M
P�� COLD 54 SOX 91 120 4.8 IN PARALLEL �.�
' TACO, B dc G, PATERSON-KELLY, OR ACE BUEHLER EQUIVALENT IXINSOLTING
3a 3a BLDG C - WEST STAIR 100 1 .34 1 6.41 - BNGQ�ISBRS,INC.
EXPANSION TANK SCHEDULE P.O. Box 39
4 4 BLDG D - DRIVEWAY STAIR 760 214 2 3.44 - Voil, CO 81658
MARK SERVICE TYPE FLUID SYSTEM TANK ACCEPTANCE DIAMENSIONS MANUFACTURERt REMARKS (970 949-6108
VOL. (GAL) VOL. (GAL) VOL. (GAL) (0 x H°) MODEL NUMBER Fox 970)949-6159
5 5 NOR7H WALKWAY - CEN7RAL 680 9.11 7 5.91 -
XE P_A SNOWMELT REPLACEABLE 50% GLY 300 22 12 16x40 TACO TOTAL SYSTEM VOWME $ult 2195 �r West Pkwy.
6 6 NOR7H W/LLKWAY - EAST 720 9.65 7 6.94 _ SYSTEM - BLDG A DIAPHRAGM - CBX-84 IS 900 GALLONS
Golden, CO 80401
SNOWAAELT �p�p�qg� TACO TOTAL SYSTEM VOLUME
(303 278-3820
EXP-B 50X GLY 300 22 12 16x40 Fax: 303)278-3843
SYSTEM - BLDG B DIAPHRAGM CBX-84 IS 900 GALLONS
60 6a BLDG A - WEST STAIR 90 7.21 1 4.78 - -
SNOWMELT REPLACEABLE TACO TOTAL SYSTEM VOLUME `\` ����.i.����
EXP-C SYSTEM - BLAG C DIAPHRAGM ``�X GLY 300 22 12 16x40 CBX-84 IS 900 G/LLLONS ...�` " ��io�
7 7 BLDG D - EAST STAIR 70 0.94 1 237 - "
• TACO, B dt G. SPARCO. dt AMTROL :��c ` :��u • �S� ',. _�;
; ���=
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AIR ELIMINATION SCHEDULE = � • ��=
8 8 CEN7RAL WALKWAY - NOR7H 230 3.08 3 3.06 - - �
, :�; 3• 8 .0�1 '=`:;a
p�,� . .
�c'ri•, ::..�:
ea B CEN1R/U. WNJCWAY - STAIR ao � .o� i s.aa - SYSTEM PIPE SIZE DIAMENSIONS MANUFACTURER* %�,,, ° �.:; ....-'��v;
MARK SERVICE TYPE FLUID FLOW (gpm) P•D.(FT.) ��N) (0" x H") MODEL NUMBER REMARKS '���.,;,;�� r.� ��:� ���,.
9 9 CENTRAL WALKWAY - SOUTH 850 11.39 8 7.59 - �A SYSTEM �BLDG A TANK 50X GLY 54 0.7 21Ri 76x20 C25 M�TH STRAINER
10 10 SOUTH WAIJCWAY - WEST 740 9.92 7 7.49 - AS-B 5�����"� 8�� B TANK 50X GLY 54 0.7 2Y4 76n20 AC25 �TM SiRA1NER
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11 11 SOU7H WALKWAY - CENTRAL 820 1Q99 S 6.87 - �� SYS MO� BLDG C TANK 50% GLY 54 0.7 2Yc 16x20 AC25 MATH STRAINER �
• TACO, B & G, SPARCO, & AMTROL m
72 12 SOU7H WNJCWAY - EAST 740 9.92 7 7.49 -
�3 � s SOUTFi WM.ICWAY - EAST �so � o.os S 5.36 - P U M P S C H E D U L E
e�DG A - MARK SERVICE NPE GPM ��� FLUID HP M pM VOLT/P MANUFACTURER " SUCT DISC REMARKS
t4 14 1ST FLOOR BALCONY �� 2•4� Z 4•�8 - MODEL NUMBER Z
0
P-1 SNOWMELT IN-LJNE 160 90 SOX GLY 7.5 3450 208/3 GRUNDFOS 3.0 LP 5/4.9 3" 3' - '�
15 15 �G A - 180 2.41 2 4.78 - S
2ND FLOOR BALCONY W
' BdcG, TACO, OR AURORA EWIVALENT �
,6 ,6 B`°� " - '� Z.4, 2 4.'8 - MECHANICAL EQUIPMENT SCHEDULE
3RD FLOOR BALCONY
�� � � � A - �80 2.4� 2 4 �8 _ ELEC MANUFACTURER &
an� F�ooR ea�coNY MARK SERVICE 7YPE CAPACITY
HP VOLT PH MODEL NUMBER ACCESS. REMARKS
0
18 18 B� C 600 8.04 6 6.41 - SNOWMELT (�AR ADVANTAGE CONTROLS 50 GAL LOW PRESSURE Z
1ST FLOOR BALCONY �-� SYSTEM PUMP 3.3 GPM • 100 PSI 2.3 115 1 p�_� C-LP TANK OPERATION
19 19 �G C - 300 4.02 3 6.41 - BTU I�AETER FLOW/ ONICON REMOTE ELECTRON F-1100 FLOW i. o �
2ND FLOat BALCONY B�-� SYSTEM 7EMPERA7URE 2-��2 �NTALL KIT - - - MODEL 200 MECHANICAL REGISiER MEiER .. ,� o -a � � a
20 20 3�D FLOOR BALCONY � 4.02 3 6.41 - o � o `` u W o �
0
21 21 BLDG C - 300 4.02 3 6.41 -
47H FLOOR BALCONY
22 22 B� C - 300 4.02 3 6.41 -
5TH FLOOR BALCONY
CALWLATIONS BASED ON 5 8 DIA. PEX iUBING O 6 O.C.,
25F TEMPERAIURE DIFFER TI/1L, AVERAGE TEMP OF 110F,
SOR GLYCOL/WATER SOWTION, 3/4' MANIFOLD CONNECTION, U.N.O.
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(303 278-3820
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TO RADIANT CONNECiION AT EXPANSION TANK �--r1 HWS/HWR FOR �.�pMENT DESIGNATIONS CORRESPOND WITH THE
IYI/WIFOID �- qg�g�Y IN BUIIDING A, SEE BUILDING HEATING. THE BUILDING DESIGNATIONS, I.E. HX�# = HX_A
BUILDING DIAGRAM �, THIS SHEET. � � EXISTING 801LER PLANT FOR BUILDING A.
PRESSURE SWITCH � � A��A7 2. REFER TO EQUIPMENT SCHEDULES ON SHEET
�--, M0.1 FOR NEW EWIPMENT DETAILS.
CONCREiE/ASPHALT {'` A � F=1 � y ?- 2
OR PAVERS PRESSURE GAUGE � (l l� t �; TO GLYCOL
`U� t�� ' �1�' FEEDER. REFER TO SNOWMELT
FULL SIZE DISCHARGE � '--�--r- � ._. TO DIAGRAM � , DISTRIBUTION SYSTEM.
� PIPE FROM SYSfD+I , e ��__, «� TM�S �„�T. B EAUDIN
� RELIEF VALVE. 4i
.h eLAN VIEW � ]g'
SAND BED � �r, i��,��,�� ,���� ����, � � ;�rw� _ RAILING STORAGE DRUM TO SNOWMELi1NG � A �
�%.-�4 �' �.� WfTH UD. � SLAB SENSOR. SMR '-j � �ZE
3U�P�IC -erz a�4�3�Y �� p�+e� ��� `' �� -- :E3 2 ''��� u y = ' 74 �M
r`-✓af,'- Nt... x ess..: ,y �-`� ....Y.s?. z / � 1.
_ a-� ° f lt ' t �.a e . •r . ..•a -_ - . J � � a�� � 22
- •• . s ". r . . - � NR LOYV WATER r74 GP A SMS-'� CON$UL�G
::= ;:?r'r_ : _ -= =�- . . ,.� ,c_ � � ��. � SWITCH� r �T' B BTU MEiER � N.C. BYPAS BNGII��II�IG
� _ ..s__�= . , � ii i i � ii ii i ii ii i i ii i• � i i � � i ii i PUMP
,r_ . �_
- ° � ii , � i , � i � , i „ , � „ i � ii
' ' ' � GF_1 � � 4 P.O. Box 39
_ �. �:_... ._ =: =� 1/2' A — tix�R --i--J— __�--- _- VailOCO 81658
- -,
_.. .,r �� ---- r;.,� _ I I � (97 949-6108
l : / � � � � ii � � Fax: �970)949-6159
4i'SNOWMELT MIN. R-14 SPRAY I ��R BUILDING � I I
s, g p� p Z�p E 7 U B I N G O 6' O.C. I N P L A C E F O A M S N O W M E L T I N G ; — 1 4 1 4 2 D e nver W e s t P kwy.
DR/UN VALVE W/ LIMI7ING III
R-7 INSUtAT10N ��nq,� y�y HOSE CONNECTiON 4' CONC. PAD AWA(AT AQ�J- �-_% � �-? ( I Suite 195
Golden, CO 80401
��F ��' . Ji�L—# xP— 303 278-3820
BALCONY SNOWMELT PANEL GLYCOL FEEDER I � �a� ���2�s-3ea3
SNOWMELT PANEL DIAGRAM DIAGRAM DIAGRAM
No sc�� Q No sc,�►� O NO SCALE O SNOWMELT HEAT EXCHANGER DIAGRAM O P� r � _
, ,,,.,,,,,,,��,�,,,,,,,,,„:
NO SCALE �`��° ��'
� : ;
a C> ;� S
SNOWM0.TING DISiRIBU710N = n ;�; '=
_ ;� .
SYSTEN PIPING, REFER TO - ' '
6' O.C. lYF'. FOR //-- SNOWMELT TUBING. INSTALL PLAN BELOW FOR CONT. • _ • .o' '- - -
CROSS SECTION AREA OF WELL n n
ALL LANDINGS dc / PER MIWUFpCTURER'S SHALL BE LESS THAN 1 8 OF � � ;�0�, 3'�8•�3 :�� �
WALI(S. 1 RECOMMENaUlONS. I • -
/ THE CROSS SECTIONAL AREA �A REFER TO DIAGRAM �. 1y� :�`�,. .��``:�
LOCATE MANIFOLD IN OF PIPE. THIS SHEET. � � � SMR -2 '�i���SS+�o-....•-'��\"`���
UWDSCAPING BOX (IXTERIOR) � w w rn 'OjunwN�An�no"`
(INfERIOR). ALONG WALL �R 3� SMS ��1
��� �_
g' N.C.
SMS �
p p° . FLOW �"�R SNOWMELTING a Y� e�
= _-_ - ° ° � � A �' PUMP STAqNG�� A �' �
e _ _._.........__�-_____.__.....__ SMS —�� SAAS AWASTAT REFER N.O. < o
�R � 21� TO DIAGRAM Q, ° \
5L8' POLYETHYLENE ON iHIS SHEET BUILDING A SNOWMELT
0 HEAT PIPE. RISER. REFER TO } �
' ° o ev � '� M AOWING �. SHEET m w
° 0 5/8' POLYEfHYLENE AT STAIRS
o dc L/WDINGS. I : �j ; I
� o UFACTURER'S MANIFOLD WIfH - � �
° BAIANCE/ISOLATION VALVES. W
" ° REVERSE RETURN PIPING. � � � �. �
° o V��S V-1 AND V-2 ARE Z a
EMERGQ�ICY BYPASS VALVES. o a
v � �
W �
SNOWMELT MANIFOLD PIPING AQUASTAT TEMPERATURE � F
SNOWMELT �
SNOWMELTED STAIR & LANDING DIAGRAM DIAGRAM WELL DETAIL P U M P I N G D I A G R A M '`
NO SCALE O NO SCALE O NO SCALE O NQ SCALE O �
0
z
� o a
•- �ci o
S. N
o � � a
c �
MANIFOLD �4 0 � o N u W °
1Y§' SMS � � o �
7Y4` SAAR
3� �IS 1Yt' SMR
-----
MANIFOLD MANIFOLD /2 ---� MANIFOLD �"i 3' SMR 4' SMS �
----- W 1Nt" PIPE W/1Yt' PIPE `_-�_�'��. W/1Y4� PIPE 3� SMS
���•`----
i � oo � i4i /�-- i � ������-� 3' SMR
� ;,°' 3� SMS / � ��
� 1Y4 /SMS o°� 3' SMR � / ��^Sy==�`� �`�``
MANIFOLD /fi
---- -- - - � PIPE
--- J ' � L `
/m 4ymi / �fy �� I—�� '��```�` `` w �K2
-- - ' � `. _m� ��'-' ��`��`�` � MANIFOLD /7
- --- - -- � � � - � �
.
• _--- ---- --� . i �� ��� � �
� - k� i ��� � ���� �- ��� �
---- � � � ' � o
/ r -- �r� --F---- � -�--- � - -� - `� � �_- j/ � 2Vi'SI�IR/SMS � � � '�-- �
� - _ _ � 1
--�--_ - �—=�r==_ - _= s__ _— � �' ! - - _ 1 -��- -_' _ 1
Wr��P� - �' � --�I ' �S -� I � 2Vi' SMR/SM 1 -� � -u---=-'_= _ �
��[� �—��r=
SNOMELT dAINIFOLD #17 �IV N LIVING DINI /KITCHEN LIVING
�N w�. ,���- B EAUDIN
F�,R'" �°°R GANZE
KITC N KITC N
- CONSOLl'Il�iG
J SNGIl�S,Il'1C.
� � I P.O. Box 39
BEDROOM BEDROdM BEDROOM Vol, CO 81658
(970 949-6t08
cLOS BqrH w/� K�T Fmc �970)949-6159
Mµ�F� t16 1 A BarH BATH � g 2A
BATH gATH 14142 Denver Nh�st Pkry.
�
THIRD FLOOR ( ite 195
Golden, CO 80401
F�3�303)2 8?3843
SNOWMELT EQUIPMENT
RACKED ALONG WALL
� � BEDROOM yAN VAN VAN
REFER TO OIAGRAMS � VAN
iHRWGH �. ON SHEET "\\`�o�:uumm�ur��i
rc vi M1 .1 FOR PIPING.
SMS MR RISER REFER `\�.�r .. � ;_./ ''..
� �S TO DRAWING /5 ON THIS .,
SHEET, TYPICAL ` � '1 .' S . F9�;
ENTRY N: O:
IAANIFOLD /�15 BEDRqOM NANIFOLD /14 NATH BEDROOM 250 =
/15 ABOVE. �'• 3 •18 �0; `��
� SE�ND ROOR - —�� -- �— %��F':,; ���':
�4 ��.
',',����/pq����inwa�°°"".
REFQ2 TO DIAGRAMS � , � �
ON SHEET M7.1 FOR MANIF�D 6
I I SNOW►IELT VEST � SNOWMEIT
PIPING CONTINUATION. ' I ZONE /14 ZONE /15
�� g�g _� BEDROOM gq7}{ a M HAN AL BEDROOM BA7H gpT BEDROOM
1K SMR ---2 _ A �
— - o
� �AANIFOID /14
>-
RAIL
RAIL
FlRST FLOOR
REFER TO DRAWING /1 az
ON SHEET M1 .1 FOR �
PIPING CONTINUATION. 5
w
�
1 FIRST FLOOR SNOWMELT PLAN � SECOND FLOOR SNOWMELT PLAN
SCALE: 1 /8' = 1 '-0" SCALE: 1/8" = 1 '-0"
A BUILDING A SMS/SMR RISER DIAGRAM
5 No sc,►� z
n o a
.. ,ri o � -�i aa
c �
� M o N q W O
p O O1
0
NOTES :
1. REF�R TO DIAGRAM � ON SHEET M1.1
FOR SNOWMELT 61ANIFOLD PIPlNG.
2 REFER TO DIAGRAM �, ON SHEET M1,1 LIV LIVWG LN UVWG
FOR BALCONY RADIAN7 PANEL PIPING.
KITC N KITC N KITC N KITC N
BEDROOM BEDROOM N
BEDROOM CLOS BATH � �
BEDROOM �
3A BATH BATH 3 g 4R BATH 4 g f- � t�p
w �
� °0
UN o
CLOS �
BEDROOM VAN VAN BEDROOM W J O
QW U
J � �.
� J
M/BATH C� S BEDROOM > O j W
�
� �
�
M/WIFOLD /17 �O��T SNOWAIELT (n
ZONE #16 ZONE �17
BEDROOM BATH BAT BEDROOM M/BEDROOM CLOS BATH BEDR�?OM a
A
— �
• Z
W �
RAIL J �
RAIL ~
�- J
� �W
2 W
N
3 THIRD FLOOR SNOWMELT PLAN FOURTH FLOOR SNOWMELT PLAN M 2 . Q
5�: , ,8- _ , �-o- 4 �A�: , ,a- - , �_o-
B EAUDIN
GANZE
REFER TO SHEET M0.1 ���
SMS/SMR PIPING REFER SNOWMELT ZON EACROSS
REFER TO DRAWING #1 � BRIDGE. P��� � gj658
ON SHEET M1 .1 FOR
PIPING CON7INUATION. Yoil,
^ (970 49-6108
Fa�c 970)949-6159
14142 Denver West Pkwy.
SNOWMELT
REFER TO DIAGRAM �, Suite 195
PIPING RUN UNDER ON SHEET M1 .1 FOR ZONE #3 � �d� � ��
NEW BRIDGE. PIPING. / ( � � (303 278-3820
SNOWMELT SMS SMR RISER IN CHASE. Faz �303)278-3843
ZONE /3a REFER TO DRAWING /2 ON � �
g,�R SHEET M3.2 FOR PIPING. �
�S SNOWIAELT EWIPIAENT � �
2� �— RAq(ED ALONG WAI I ���� —�-- --- —
```````\\``,��amunr,�u�r��� , .
� SNOWMELT � S � :�9p=
= -o: , �_
BEDROOM ZONE /19 � 50 � -
SNOWMELT BED OM BEDROOM 1 MANIFOLD 20 %v�, 3 • Ig. 03 ,1�c
- -- � ZONE /18 MANIFOLD #19 NN���� � � :
MANIFOLD #18 — — — --- — — M� IN CEILING TYPICAL. '��'''�%;,,"�OiJAtEN�``a��•
ELEV � IN WALL E� � viu �4ryuumnnma��
� aarN �
L� L_
BEDROOM BEDROOM
BATH a
0
V/D W/➢ }
m
BATH CL W�D BATH BATH
BEDROOM
vin
KITCHEN iD
CL vin
�\ CL
Z
BEDROOM BATH BATH KITCHEN S
�
w
¢
KtTCHEN
KITCHEN
ING "� o
z
LIVING �, y,
� o .n
1K •• � � u � � <
O o N � W �
� M o N � 3
LIVING °o � � m °
0 0
�IVWG
�
� �
WW �
I— � co
�
W � °� 0
w
U � � �
1 FIRST FLOOR SNOWMELT PLAN SECOND FLOOR SNOWMELT PLAN W � -`° w
SV/�LLi � /ii• � � •�0• � JV/�LLi � /�• � � •��p � L� � � f�
�
J � o ZJ
� O > Q �
Z
N N J
� W
NOTES : � �
1 . REFER TO DIAGRAM � ON SHEET M7.1 �
FOR SNOWMELT MANIFOLD PIPING. U O
2 REFER TO DIAGRAM �, ON SHEET M1 .1 Z
FOR BALCONY RADIANT PANEL PIPING. � N
Z
� � �
~ JO
~ � J
w
x m L�
N
M 3 . 0
B EAUDIN
GANZE
CON�.'fIl�IG
�•
P.O. Box 39
Vail, CO 81658
(970 49-6106
Fax: 970)949-6159
14142 Denver West Pkwy.
Suite 195
MANIFdL.D #21 Golden. CO 80401
3R3 278-3820
IN CEILING, (TYP.). ❑ � MANIFOLD �22 ❑ � °x 303�2�8-3843
EEDROOM ..\"�aannu i_rnu��i�i
`o`,.F ', . _ - / q.
�_.M _M _M_MM�__�M._ � ` . £. `t .. S, N9o?
. r� ; __
� -e: :ctz'
sNOMI►�E�T ' I `�i?�, 3 '18 • a ; _�`�a
ZONE /2U ' ZONE #21 � BATH '�•,,�.'i,' f�� ��o
� SNOVNAELT ',, t"r-., 'V��:
' BEDROOM �i����r�uuninW��������"
�� �� J '
� �� ����J
BATH
E� � uin E� ( M f BATH
L' L---- — —
CLOS c
0
BATH m
V/➢ W/D
BATH
W/D
Win BEDROOM
/D /D
Z
DINING �
KITCHEN 5
w
¢
BEDROOM
N/D — —
KITCHEN
0
z
- - - - - - - - - - - - - -
N S.
� o a
•• � O J S. 41
u "� aQ
LIVING = „�j m N rn W ; �
� •� .- a1 p
p o o �
0
LIVING
�`
� L
W W �
� � tD
ZN � _
W � �
V N O �
w ~ � �
1 THIRD FLOOR SNOWMELT PLAN � FOURTH FLOOR SNOWMELT PLAN J � o
scn�: �/a' - � '-o' scA�: � /s� = � •-Q� J � � � Z
� p >° Q �
Z � �
N � J
— W
NOTES : _ �
� �
1 . REFER TO DIAGRAM � ON SHEET 6A1 .1
FOR SNOWMELT MANIFpD PIPING. U O
2 REFER TO DIAl�2AM �, DN SHEET M7.1 Z
FOR BALCONY RADIANT PANEL PIPING. � N
J Q �
H O
� J
r � �W
S m I.L
N
M3 . 1
B EAUDIN
GANZE
�cn��,n c.
P.O. Box 39
Vo�, CO 81658
(970 949-6108
Fax 970)949-6159
14142 Denver West Pkwy.
Suite 195
Golden, CO 80401
(303 278-3820
❑ � /� MANIFOLD �22 Fax 303)278-3843
/ FIFiH FLOOR
BEDROOM — --f--------......._. _.—
`paunntur,unni.,�
`.��°��e.Q�JO R � ,,
M�M���� .` �; S � ;c9;
= •p:
� �: 50 =
. � :,-_
SNOWAAELT ; �f'•, 3 � �H-03 .```'`�
BEDROOM Z�E � ' I � �•� �
'.,, � ,;;•.. �..�,,`�.`:
�%binl:rm�i uumoa`.
YM� MANIFOLD /21
� i vin � FOURTH FLOOR
c� BATH B Q
0
� � �
BATH m
SH
BATH MANIFOLD �20
Win BEDROOM � "
BEDRQOM �D THIRD FLOOR
z
KITCHEN N
S
w
aF' `� K
11/D � �
W/D KITCHEN N N
MANIFOLD /E19
� ' o
SECOND FLOOR z
5 H EFER TO DRANANG /1
ON SHEET M3.0 FOR
�j PIPING CONTINUATION. �' x' � � a � �
lI I r oo �°v cw ' �
I�— SIY1$ � M u a\V •� o
L� SMR f— ° ° � °
� �
K
MANIFOLD #18
LIVI
FlRS7 ROOR
�
� �
C BUILDING C SMS/SMR RISER DIAGRAM � � �
2 NO SCALE W �— �
U � o =
1FIFTH FLOOR SNOWMELT PLAN � J � X
5���: , ,$- _ , .-o- J � � �' z
J � o ZJ
NOTES : > Z ? a �
1. REF�R TO DIAGRAM � ON SHEET M7.1
fOR SNOWMELT MANIFOLD PIPING. � = J
2. REFER TO DIAGRAM �, ON SHEET M1.1 Li W
FOR BALCONY RADIANT PANEL PIPING. � �
�
U O
Z
C� tn
Z
� � �
~ JO
~ � J
= m L.�
N
M 3 . 2
MECHANICAL SPECIFICATIONS : MECHANICAL LEGEND NOTE: ALLSYlA80L5SHOWNONLEGQID -n -^ +
ARE NOT NECESSARILY USED.
AFF ABOYE FlNISHm FLOOR pUYP k ECUtPNEHT CONNECTOR
1 . DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIEID PRIOR TO 16. ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE, OR �c ABOYE FlNISHm CRADE -�� pIPE UNION
8FG BELOW FlNISHED CRADE �I~ pq�BLE CHEdC BAq(FLOW PREVEN7ER
COMMENCEMENT OF WORK. EXCEED THE MINIMUM MATERIAL AND METHOD REQUIREMENTS OF THE 1997 8pP BpTfOy pF PIPE FROA1 FlNISHm FLOOft ��no-
BUILDING, MECHANICAL, PLUMBING, FIRE AND 1999 NATIONAL ELECTRICAL cFU ae�c rgr a�rt MiNU� � s� m�v
2. IT SHAL1 BE ASSUMED THA7 ALL SUBCONTRACTORS ARE EXPERIENCED CODES, NFPA, AND ALL LOCAL ORDINANCES AND AMENDMENTS AND ac cour+c Fr-�o�r e niEaMOSUnc
AND THOROUGHLY KNOWLEDGEABLE IN THEIR RESPECIIVE AREAS OF THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS. IF A CONFLICT ca+N CUNNECT m-ni�a►�aorru►xc
CONSTRUCTION INDUSTRY AND SHALL PERFORM IN A RESPONSIBLE MANNER coTC a� ar ro cxti,oe IB-INVER7ED BUp(ET
IN ESTABLISHED CONSTRUCTION SEQUENCE, RECOGNIZING THE PRIORITY OF 6ETWEEN THOSE PUBLICATIONS EXIST, THE MOST STRINGENT REQUIREMENT a+ oovM � pPE ,W��
SHALL APPLY. (e) exisnNC � pIPE E%PANSION JOINT
THE CONSTRUCTION DOCUMENTS, DRAWING, AND DETAILS, AND SHALL �r EN7ERING AIR TENPFRANRE B EAUDIN
INFORM THE PRIME CONTRACTOR OF POTENTIAL PROBLEMS WHEN DRAWINGS 17. PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS. t-IXw�r N7ERING WA7ER IEYPERANRE �r s�Tr ffN v�
ARE UNCLEAR OR INCONSISTENT. PRIOR TO FINAL PAYMENT, TURN OVER TO ARCHITECT ALL CERTIFICATES Feo FURNISHED BY OWNER � NR v�r�r
LAT LEANNG AIR TE]APERANRE GANZE
3. SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY THE PRIME OF COMPLETION. � PRESSURE - lEMP. TM
LWT LEANNC WATER IElIPQ2ANRE
CONTRACTOR OF DISCREPANCIES OR CONFLICTS ON THESE CONSTRUCTION r+ic NOT W CON7RACT �� PRESSURE GAUGE W/ PIG TAIL d COCIC
16. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND OBD OPPOSED BUDE VOLUME DAMPQi �-� niawoN�t CONStJLTING
DOCUMENTS FOUND DURING BIDDING AND/OR CONSTRUCTION PRIOR TO LABOR WHICH MAY OCCUR UNDER NORMAL USAGE. THE GUARANTY SHALL BE °•� °N �N7Q2 � m ni�xwosr�r &NGUiSBRS,INC.
PERFORMING T}iE WORK. SUCH DISCREPANCIES SHALL BE RECEIVED FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL � WTSIDE aR � VpWUM OREAKEIt
EXPEDITlOUSLY AND NOTIFICATION GIVEN TO THE SUBCONTRACTOR EITHER T''�'� T�''�"�
VERBALLY OR IN WRITING AS APPLICABLE TO THE CONDITION. BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. uNO uN�ESS Nono onirxx�xse -�� HORIZONTAL p.EANWT P.O. Box �9
- SNS - SNOWMELT SUPPLV � vFRncu c�wouT Vail, CO 8165$
19. PROVIDE RECORD DRAWINGS TO OWNER. DRAWINGS SHALL INCLUDE - suR - S"°'mnaT REnR" � �ooa oauN (970 949-6108
4. EXAMINATION OF BIDDING DOCUMENTS. ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC. - MWS - HEATNC WATER SUPPLY � �pq7 gNK
- HWFi - HEATNG WATER RElURN Fax: 970)949-6159
- q-IS - CHILLED WA7ER SUPPLY �ol R� DRNN
A. EACH 81DDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY, z0. SYSTEMS SHALL 8E COMPLETE, OPERABLE, AND READY FOR - �+R - cxiu�n wn�R r�nusr+ ��5 FlRE/SMOKE DANPER 14142 Denver West Pkwy.
AND NOT LAiER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF CONTINUOUS OPERATION PRIOR TO ACCEPTANCE BY THE OWNER. - �us - R^°i'vaT u'wiF°�° su�a�r � FlRE DAIAPQt Suite 195
BIDS, SHALL MAKE WRITTEN REOUEST TO THE ARCHITECT FOR - auR - R^°i'�aT M^NiF°�° a�uR" �a exn�usr Fu� ori Haav w/ oucr niRU aoaF. Golden, CO b0401
- CS - CANDENSFR SUPPLY
INTERPRETATION OR CORREC110N OF ANY DISCREPANCIES, AMBIGUIIIES, 2� , SYSTEMS SHALL BE TESTED FOR PROPER OPERATION . PERFORM AT A - cR - coNO�sea a�uRN � PqNT OF DISCONNEC710N �303 278-3820
INCONSISTENCIES, OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE MINIMUM ALL CODE REQUIRED TESTS OR SYSTEMS. IF TESTS OF WORK ARE - c - NnTUR,u cas e POINi OF NEW CONNECl10N ax: 303�278-3843
ARCHITECT WILL BE ISSUE ANY INTERPRETATION OR CORRECTION AS AN DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO - �c - wmwu ar�ssuRe o-uTUwLL c,�s ' "� FlRE ALAR4 HORN/STROBE
ADDENDUM. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY - o - orw" P'PE � STRAINER W/ BLOW-OFF VALVE
ADDITIONAL COST TO OWNER. - Has - wc� aR�ssur� s�&u+ surr�r
ADDENOUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON - Hwt - Hic� PRES�RE sr�a,i REnRN
INTERPRETAl10NS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF 22. PROVIDE A BASE BID WHICH SHALL INCLUDE ONLY SPECIFIED - � - �ow PRESSURe s�u surP�r �Q �� ��
DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS ARE NOT EQUIPMENT OR EQUIPMENT LISTED AS E�UIVALENT. NO SUBSIITUTIONS = �= P�u����� RENRN „�„ " ",,,,,
COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL FOR THE LISTED EQUIPMENT SHALL BE ALLOWED IN THE BASE BID. - vov - Fua a� vo+T HOSE BIBB / WALL HYDRANT ���
INCLUDE IN HIS BIO, LABOR MATERIALS AND METHODS OF CONSTRUC110N - Fov - Fue� a� Flu '�- �'�'
RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE A. THE MANUFACTURER OF EQUIPMENT OR MATERIALS FIRST NAMED ON - � - aY� �D �r�ow sxra� ° �' _
OR EXTRA COMPENSATION WILL BE MADE ON BEHALF OF THE CONTRACTOR - Rs - Ro--�ticerUNr sucnon 50 _
DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED THE DRAWINGS IS THE BASIS OF DESIGN. OTHER MANUFACTURERS LISTED - r� - aEraiceanNr uQUio = � �- _
ARE CONSIDERED GENERA� EQUIVALENTS ONLY. - � - a�T+��+^�+T o��� � seiace oE�croR '- S' �$ 03 .�4;;
ABOVE. - - - D04ESl1C COID WAIER � � �\��
B. COORDINATION OF GENERAL EpUIVALENTS AND SUBSTITUTIONS: - R� - op�,�ESC�owA��R � �uP�nRE co"mou�R ; �„�\�a,�'o°�`
8. FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF WHERE CONTRACT DOCUMENTS PERMIT SE�ECTION FROM SEVERAL GENERAL - --�+o' - oouESnc Hor w�im ( ro�r. sHOwri ) �� �
m
ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE EQUIVALENTS, OR WHERE SUBSTITUTIONS ARE AUTHORIZED, COORDINATE - - - - - Hor w�� aRwunNC � ACCE55 PANEL
CONTRACTOR OF THEIR RESPONSIBILI11E5. THE SIGNING OF THE - F - Flr� uNE SUPPLY WCT DONM
CLEARANCE AND OTHER INTERFACE REQUIREMENTS WITH MECHANICAL AND - Pw- w�ssueizm wtis� �
CONTRACT WILL BE CONSIDERED AS IMPLICITLY DENOTING THAT THE OTHER WORK. - � - PLUMBINC VENT RPE � �N�/�AUST DUCT DOYM
CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND - cv - cns Rec. vaT rwe NRNING VANES 910NN IN 9W EL80W.
SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. 1 . PROVIDE NECESSARY ADDITIONAL ITEMS SO THAT SELECTED OR - w - wns� aiPe � �
SUBSTITUTED ITEM OPERATES EQUIVALENT TO THE BASIS OF DESIGN AND - CW - GREASE WAS7E PIPE SINGLE BUDE DAIIPER ( S.B.D. ), YOTORIZED a
5. INASMUCH AS DESIGN FOR REMODEL AND OR REHABILITATION - cw - cHeMicn� was� r�ae ' ' � DAMPER, OPPOSED BUDE DANPER ( O.B.D. ) °
� PROPERLY FITS IN THE AVAILABLE SPACE ALLOCATED FOR THE BASIS OF - s - snnirnRrs�aPiPE
REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING - ST - sroau oeaN aiPe
DESIGN.
CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS CANNOT BE - sr(oF) - sroRU oRaN ovEwiow aiae ,_ NR exm�cTOR }
VERIFIED WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE - v�c - vncuuM PiPe WCT SIZES ME W751DE SHEET METAL m
PORTIONS OF THE BUILDING, THE ENGINEER CANNOT ASSURE THE OWNER OR 2• PROVIDE ALL FEATURES WHICH ARE STANDARD ON THE BASIS OF �A- WAIPRESSED AIR PIPE � DIMENSIONS. iST NO. IS SIZE OF SURFACE
DESIGN PLUS ANY SPECIFIED OPTIONS. - M� - MEOic� aR PiPE � sHOVm. 2NU No. is oucT oerm.
THE CONTRACTOR THAT THE PROFESSIONAL CONSULTING SERVICES HEREIN - o - oxrc.�N rire a� SUppLY REqSTER
ENCOMPASS ALL CONTINGENCIES. FIELD COORDINATION DURING 3. BE RESPONSIBLE FOR ASSURING THAT PIPING, CONDUIT, DUCT, - N - NITROGEN PIPE �
CONSTRUCTION IS IMPERATIVE. MAKE REASONABLE ALLOWANCES FOR -NZO- NITRWS 0%IOE PIPE py '�
FLUE, AND OTHER SERVICE LOCATIONS FOR GENERAL EQUIVALENTS OR -{� VENNRI/FLOW INDICAIER y�ti/ �n� NR IXi DWAUST NR REpSiER.
UNSEEN CONDITIONS. SUBSIITUTIONS DO NOT CAUSE ACCESS, SERVICE, OR OPERATIONAL -� T � aurrErtFtr vwvE
DIFFICULTIES ANY GREAiER THAT WOULD BE ENCOUNTERED WITH THE BASE �;;r sHUr or� v,uue (ew. c��, eur�r+r2� SUPPLY qFFUSER; ARROWS INDICATE
6. THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING DESIGN. �0 aRecnora aF n�aow. o
-i�.r GLOBE VALVE
CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL NOT BE _^� �E� ��� _ n� 000a crauF �
HINDERED BY THIS WORK. ACCOUNT FOR ALL ADDITIONAL COSTS WHICH 23. ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND � SECTION TW2U SUPPLV NR DUCT. S
MAY BE INCURRED DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND �� ��w ��a ��� secnon rnau oulsoe uR iNTUCe, �
EMPLOYEES, FURNITURE, EQUIPMENT, ETC.; AND DUE TO THE HOURS OF INSTALIED AS PER MANUFACTURER'S SPECIFICATIONS AND �� e�u vwve
RECOMMENDATIONS. -� PLUG OR BAI.ANpNG VALVE � RE7URN NR Oft OWAUS7 WC7.
THE DAY IN WHICH AN AREA MAY BE ACCESSIBLE WHEN COMPILING HIS � aRaiT sermt vw� ��,�,['�p U) gcnon cur �rr�x.
BID. 24. FAILURE TO ORDER, OR RELEASE ORDER FOR MATERIALS AND/OR � PLUG VAI.VE IN RISER � �n/ (e) sH�r sHOra a+.
EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE � c�� oR c�aee vw� iN rasEa + PLUY8ING RISER
7. BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. --$- DRAIN VALVE W/ HOSE END Q HEA7ING WA7ER PoSER
DUCTWORK REMAINING TO BE CONNECTED TO NEW OR EXISTING SYSTEMS. -04� lEYPERANRE CONTROL VAL�E c,�s RisEa
PROVIDE DUCTWORK, PIPING, CONTROLS, DIFFUSERS, ETC., AS REQUIRED R
TO RESTORE CONTINUITY OF SYSTEM S , OR TO MAKE NEW WORK MEET 25. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVAl10N , SUPPORTS, �- PRESSURE REDUqNG VALVE Flrs� �sEa
� � SAWCUTTING AND PATCHING, CONCRETE/PAVING, ETC. , AS REQUIRED. � �aa� ���� � HVAC RISER z°
EXISTING CONDITIONS, WHETHER INDICATED OR NOT. BACKFILL TRENCHES IN 6" LAYERS AND TO 90% COMPACTION AND PATCH TO
8. SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL MATCH EXISTING GRADE.
UTILITY SERVICES AND COORDINATE AS REQUIRED BY EITHER RESPECTIVE 26. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH 'O � �
AREA OF THE CONSTRUCTION INDUSTRY. NOTIFYING THE PRIME EXISTING CONSTRUC110N WITH NO NOTICEABLE DIFFERENCE IN • � o � � � �
CONTRACTOR OF VARIATIONS OR CONFLICTS. CONTINUITY, APPEARANCE OR FUNCTION. � � � ` 41 � ``'
M a; n °' �
9. IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS, 27, FIRE STOPPING REQUIREMENT. PENETRATIONS THROUGH RATED WALLS � ° � ° °
MATERIALS AND/OR EQUIPMENT SHALL BE IDENTIfIED BY THE AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING
SUBCONTRACTOR WITHIN A REASONABLE TIME TO ALLOW SELEC110N, THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE D RAW I N G S C H E D U LE
PURCHASE, AND DELIVERY SO AS TO PREVENT DELAY ON THE J08 REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM- E-
SCHEDULE. 814. ACCEPTABLE MATERIALS INCLUDE: DOW CORNING RN FIRE STOP
10. PROVIDE MECHANICAL DEMOLITION REQUIRED. REFER TO MECHANICAL FOAM FOR BARE PIPE, METAL CONDUIT, AND ELECTRICAL CABLE; 3M FIRE MO. � MECHANICAL LEGENDS, SPECIFICATIONS , AND GENERAL NOTES
DEMOLITION DRAWINGS FOR LOCATION AND EXTENT OF DEMOLITION DAM 150 CAULK FOR BARE PIPE, METAL CONDUIT, AND BUILDING
REQUIRED. VISIT SITE PRIOR TO BID TO DETERMINE EXTENT OF WORK CONSTRUCTION GAPS; 3M CP- 25 CAULK AND FS- 195 INTUMESCENT STRIPS M1 . 0 MECHANICAL SITE PIPING PLAN
INVOLVED. EXISTING MECHANICAL EQUIPMENT BEING REMOVED SHALL BE FOR INSULATED PIPES, PLASTIC PIPE OR CONDUIT, AND ELECTRICAL M2 . O BUILDING A - FIRST FLOOR AND BOILER ROOM
RETURNED TO THE OWNER. DISPOSE OF ALL REMOVED PIPING, DUCTWORK, CABLE. SUBMIT UL LISTED APPLICATION DATA FOR EACH TYPE OF
ETC. UNLESS NOiED OTHERWISE. PIPES, DUCTWORK, EQUIPMENT, ETC. TO PENETRAl10N ENCOUNTERED. M3. O BUILDING B - FIRST AND SECOND FLOORS
8E REMOVED, ARE SHOWN HATCHED, UNLESS OTHERWISE NOTED. 2g. COORDINATE ARCHITECTURAL, MECHANICAL, AND FIRE PROTECTION M3. 1 BUILDING B - THIRD AND FOURTH FLOORS
11 . VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND DESIGN DRAWINGS PRIOR TO INSTALLATION.
UTILJTIES, PIPING, AND RACEWAY SYSTEMS PRIOR TO THE TRENCHING. M3 . 2 BUILDING B - FIFTH AND SIXTH FLOORS
CONTRACTOR SHALL OBTAIN AND VERIFY EXACT U1ILITY COMPANY DRAWINGS 29• SUPPORT PIPE WITH ROD AND CLEVIS, RING HANGERS, TRAPEZE, OR �
CLAMPS. NO PIPE TAPE ALLOWED. M3 . 3 BUILDING B - SEVENTH FLOOR (n
AND REQUIREMENTS. Z
30. GAS PIPING- SCHEDULE 40 BLACK STEEL PIPE, 150 L8. MALLEABLE M4. 0 BUILDING C - FIRST AND SECOND FLOORS � Z
12. ALL PIPING AND EQUIPMENT SHOWN IN LIGHT LINE WEIGHT IS IRON SCREWED FITTINGS ON ABOVE GROUND PIPE, WELDED FITTINGS WITH �,1J Q � �
EXISIING, NEW INDICATED BY HEAVIER LINE WEIGHT, EXCEPT WHERE ALL PIPING COATED AND WRAPPED ON BURIED PIPE. POLYETHYLENE (PE) M4. 1 BUILDING C - THIRD AND FOURTH FLOORS � _ � �.
NOTED. PIPES, EQUIPMENT, ETC. TO BE REMOVED, ARE SHOWN HATCHED. PIP�NG MAY ALSO BE USED. IF USED, THE PIPING SPECIFICATION SHALL M4. 2 BUILDING C - FIFTH AND LOFT FLOORS ~ � a
COMPLY WITH THE 7997 UNIFORM PLUMBING CODE INSTALLATION STANDARD Z � Op U
13. OFFSET PIPING AS NECESSARY TO ACCOMMODATE STRUCTURE, BEAMS, FOR POLYETHYLENE (PE) FOR GAS YARD PIPING (IAPMO IS 12- 93). M5. 0 GAS PIPING DIAGRAMS W m -
COLUMNS, AND EXISTING EQUIPMENT. U - O �
31 . GAS VALVES-NON- LUBRICATED BALLSTYLE VALVE WITH RESILIENT � '� ()
14. ALL EXISTING SUPPORT RODS AND STRAPS NOW SUPPORTING DUCTS, SEATS, AND ADJUSTABLE GLAND PACKING NUT, AGA AND UL LISTED FOR � � w
PIPES, AIR TUBING, ELECTRICAL CONDUIT, ETC. THAT ARE REMOVED TO NATURAL GAS SERVICE. � (n O �
ALLOW ROOM FOR INSTALLATION OF NEW EQUIPMENT SHALL BE RELOCATED
AND REINSTALLED, OR REPLACED IF DAMAGED. Q Q �j V�
15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER J -
WORK IN CONFORMANCE WITH ALL APPLICABLE CODES, ORDINANCES AND � (n �p N
LIFE SAFETY FEATURES AS REQUIRED BY LOCAL, STATE, OR NATIONAL � a > � �
AUTHORITIES. THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT IF Ur Z N
MODIFICATION OF HIS/HER WORK IS REQUIRED FOR COMPLIANCE. w W
CONDO DESIGN GAS LOAD SCHEDULE : W �
J �
1 KITCHEN RANGE 65, 000 BTU /H Z �
1 CLOTHES DRYER 35 , 000 BTU /H Q J
1 GRILL / BBQ 50 , 000 BTU /H U �
1 FIRE PLACE / GAS LOGS 30 , 000 BTU /H r��wn of `Vail Z w
�! ��� �� GaPY � = W
TOTAL DESIGN LOADS: 180, 000 BTU /H ~ V �
w W
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RE���V�D
MAR � 7 2003
TOV-��,pry,pEV. ; M O . 1
2Y4� MG (BLDG C UNIT LOADS
2" MG (BLDG C HWSE IOADS;
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2Vz' MG (BIDG C UNIT LOADS) 2' MG (BIDG 8 HOUSE LOADS)
2� MG (BLG C HWSE LpADS) 2Y4' MG (BLDG B UNIT LOADS) EAUDIN
a'i MG (SPA � POOL LOADS) � �zE
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StiGII�B3„1NC.
a P.O. Box 39
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ax 970)949-6159
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Golden, CO 80401
(303 278-3820
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970 949-6108
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UNI OADS
STOR
14142 Denver West Pkwy.
Suite 195
Gold�, CA 8(1401
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Fax 303)278-3843
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� � 14142 Denver West Picwy.
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Gdden. CO 80401
303 278-3820
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