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SITE PLAN NOTES �
. �, 1. THIS DETAIL IS SHOWN FOR INFORMATION PURPOSES I
A�T1FREELE LOOP SUMMARY �� ONLY AND ITS PRESENCE ON THIS PLAN DOES NOT �
TOTAL VOLUME IN PIPE: 37.36 GAL � ' CONSTITUTE ANY INCLUSION OF UNDERGROUND PIPING
� INSTALLATION. THIS CONTRACT TO BEGIN FROM A �
2� ANTIFREEZE: PROPYLENE GLYCOL (P.G.) � FLANGE PROVIDED INSIDE BUILDING. THE CONTRACTOR ;
�XPECTED LOW TEMP.: -Z6F � �� RESPONSIBLE FOR THE UNDERGROUND WORK IS TO I
PROPERLY INSTALL� TE5T� AND FLIISH THE PIPING PER
� % ANTIFREEZE SOL.: 50� P.G. � ���2 NFPA 24 AND PER THE LOCAL AUTHORITIES BEFORE �
} i ANY CONNECTION OF FlRE PROTECTION SYSTEM �
; TOTAL ANTIFREEZE: 18.7 GAL , ���'
2. �ONNECTION IS TO A CIRCULATING MUNICIPAL WATER (
;_ ' FIRE DEPT. CONNECT. SUPPLY Sl(STEM.
1 . 2" BUTTERBALL VALVE ' � 1 �/2" SINGLE INLET � , �. ,
2. 2" T-TAP FLOW SWITCH � �/2" SWING CHECK � ' � �
3. 1" TEST/DRAIN VALVE ' �� HYDRAULIC SYSTEM ��
N 4. SUPPL'Y GAUGE C Z NEW 7' CU FIRELINE
, 5. AI R GAP D RAI N
I LOCATION � KITCHEN � � t 100 LF �
� �� � BALL DRIP CALCULATION N0. 1 PROJECT DATA ZJ ' 24-
� O G. 1 SWING CHECK VALVE �2 , , N0. OF SPRINKLERS 4 BUILDING AREA: 61081 S.F. ,
1 1 �• 1" GLOBE VALVE � �� � , �
O $. 2" FEBCO 860 REDUCED �; BASIS �F DESIGN CONST. TYPE: IY�E V-NR
E BACKFLOW PREV. DENSITY , 0.1 �P�/� BUILDING HEIGHT: i 30'0"
PRESSUR AREA 0� DISCHARGE 900 �
m��� 9. SYSTEM GAUGE � cP _
` IN51DE HOSE ALLOWANC� 0�-I �
10. EXPANSION CHAMBER � qUTSIDE HOSE ALLOWANCE o �R�
SEE CALCULATIONS ` SYSTEM DEMAND h
� ` 11 . SPARE HEAD BOX i GPM DISCHARGE ' 92•�8 �P�
� � Z Z�� WILKINS 600 PRV RESIDUAL PRESSURE AT 84.19 �� -I 1�/2" SINGLE INLET
� � BASE OF RISER � IRE DEPT. CONNECT.
� O SET TO ') OO PSI INSTALL O 1'8"AFG�
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' 2 1 I� SYSTEM DEMAND AT STREET , � H O R N/ S T R O�E FIXT.
, � O � �� G P M R E Q U I R E D 2.0 �� INSTALL O 9'd"AFG.
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2�� �� PSI REQUIRED 87•�� �� ,
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� 2'� 2 PSI AVAILABLE 1110 �� ,
N T'_� -�- '
SAFETY FACTOR 12•93 �� 12•9�) '
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W OD SCREW � �w � �
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PIPE CLAMP , � q$$'Y � 1 � i�O
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PIPE STRAP WOOD SCREW tD 7-3 20 3-1 � ,r-.I$ 0-0 �� 3-0 21 � ���2 2 16'2 12-8
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COPPER TUBE HANGER SPACING OVER 100 PSI �P � `i � `i
� ^ CRAWL SPACE � 0 1I //
PIPE SIZE BETWEEN HANGERS TO END OF LINE ARM-OVER LENGTH,MAX �3,_ , M V
9�-6�� 0 SPRINKLER COVERAGE 1 �
3/4" 8'-0" (SSP)0'-6" (SSU)3'-0" (SSP)0'-6" (SSU)1'-0"
1" 8'-0" (SSP)0'-6" (SSU)3'-0" (SSP)0'-6" (SSU) 1'-0" - ��/2 �
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1�/a" 10'-0" (SSP)0'-6" (SSU)4'-0" (SSP)0'-6" (SSU) 1'-0" r � ,)2-,�,� ^"� �-6 .�cp / I ,-
1Yz" 10'-0" (SSP)0'-6" (SSU)5'-0" (SSP)0'-6" (SSU)1'-0" � �� � +►��O , �
2n 12�_p�� (SSP)0'-6" (SSU)5'-0" (SSP)0'-6" (SSU) 1'-0" � � � '�� �
------- -STEEL-BEAM-ABOVE �- s
- ---- v�L _�� ------- ------ ------
2Yz" 12'-0" (SSP)0'-6" (SSU)5'-0" (SSP)0'-6" (SSU)1'-0" -- --------- -- -
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3" 12'-0" (SSP)0'-6" (SSU)5'-0" (SSP)0'-6" (SSU) 1'-0" '� r- � �
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� 8x10 BEAM �o co I , T � 1. 1. THIS SYSTEM IS SIGNED TO COMPLY WITH
� � � I 5-6 � � �
i ' � � I i o I NFPA 13R, MODIFlE , BY VNL FlRE DEPARTMENT,
_ , ' I , „ '� 2, JURI OTM� PRU 0 0 MENCEMENT OFO BE
ROVED BY THE L CAL AUTHORITIES HAVING
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v - O , „ � ' Fl EU En P P E F ITHE TYPE AND SIZE NOTED,
'� � � , �� 3, 2. THIS CONTRACT IS TO BEQIN FR01� A L�IEL
2 -9 � F A M I L Y � ^ � � I 1'-4" � ; 4, i N S r a.�� a�r o n�E R S. �
R O O M � °O � � �- , 3. ALL OUTSIDE UNDERGROUND WORK AND
_ � I g�s 6�� I 8x10 BEAM i 5• COU�SH�IN1�ORF�,PIPING IS TO B Y B Y O T H E R
� ' i ip ' 4. ALL'MATERIALS� DEVICES AND HANGERS USED ON
.U.�tNCER I I � 1 I I C� � � I� '-O" I 8. PI R�RO�IEFnRTt�i EEIN Fl E�SIDSTE MDS OR FM
HANGER CODE/�1 I, � � � 5. SEE ATTACH�D 'EQuIPMENT DATA SUB�IITTAL' FOR
2�_g���- � I �° � I 5-6 ca I 3-9�/2 0 , ' ALL ApPLICABLE MATERIALS AND EQUIPMENT USED
� .. � i � EXERCISE �.
1 �1 I � � ° ROOM � � �-6 8. 'ALL PIPING�IS TYPE M COPPER. EACH PIPE
1 ATR 1 � � I � 1 ' I � �' d- 8.
6 4 L ;� 2 , 9'-6," � � TYPE TO USE LISTED COPPER FlTTINGS.
SWIVEL RING ' � � � 2-2 I I j� cv I
� � � I CLOSET BEDROOM � 9, 7. UNLESS NOTED OTHERWISE ON PLAN, ALL PIPE
NIL 0 I I r CUT DIMENSIONS ARE CENTER TO CENTER.
i � » � ►, 10.
0 � i I N o I � � � I 9. P� HANG RSPSHALL COMPLY WITHRNFPA 1�3N
4 NIL 0 i I I -2 �9 -0 1 ^ � ��, OF PIPING TO BE BY OTHERS.
N I L � � ^ i � N ETTE � �' '� . , sravonROS. �
� � � 8x10 BEAM� cc � KITCHE � � I �O 12• 10. SPRINKLERS TO BE INSTALI.ED IN ACCORDANCE
1� � i 8x10 �BEAM I I 9 _6 � � � ' ���+�0 13. L�N�J• 13R� THIEIR LIS11NGS AND PER THE
„ � f t 19 I 1 � N 112 ���� � 1�/2 �� 0/6 1�/2 � 11. THE OWNER SHALL MAINTAIN A CLEAR 18"
2� [66.7mm] D/A. � ; � 0 1-7/2
� � HOLE /N CE/LING r BETWEEN THE CEIUNG AND THE TO OF ANY
I I, �� ��-� �� 8_3��2 STORAGE OR OTHER OBSTRUCT10NS.
� �� I 9 $ 14. 12 ANY AND ALL ACCESS PANELS FOR VALVE AND
I DEVICE ACCESSIBIUIY IS TO BE BY OTHERS.
� 13. VAIL VALLEII FlRE SPRINKLER SHALL NOT BE
? HEL4 RESPONSIBLE SHOULD THE NOTED FLOW
, 6,�� 7'-6�,
2�� �50.8mm] MAX. � a TEST VALUES NOT BE SUPPUED AT THE POINT
FACE OF FlT17NG I OF CONNECTION NOW OR IN THE FUTURE'DUE
TO THE POSSIBILJTY OF DE`�ERIORATING WATER
� � � � � �� TO FACE OF CEILING � BATHROOM� �°
� 14SUF FlELD CONDITIONS RESULT IN A CHANGE TO
` ` ` `` `�' D/MENS/ON 9'-0" I � CRAWL SPACE
\ \ \ \ \ \ , ' THE SHOP ORAWING INSTALLATION IN ANY WAY,
c\_�i , , , , , , , ' NO SPRINKLER COVERAGE I CONTACT THE PROJECT ENGINEER TO VERIFY
- ; � �� � � � �
CEILING i � � � � � � � � ����'s��' � ��=�-.�`.. �'�'' 4='"°^ �,_'�'��-�. �•.{*�'f�- PROPOSED CHANGES ARE COMPUANT WITH
s� �����a 13 REQUIREMENTS AND PER HYDRAULIC DESIGN.
I �
.�, �} SPECIALLY LISTED MATERIA
� ��i � 1. THE FOLLOWING SPECIALLY LISTED MATERIALS AND
�'� ��Z.7mm) MAX. � , � .��� � DEVICES WILL BE USED ON THIS PROJECT:
COVER ADJUSTMENT » ��A 3/16" �, � ' �, -----..�•• ---..----
� � �: � ' �� a) RELIABLE,"RFC-43 RESIDENTIAL" QUICK
4.8mm7
COVER PLATE �84. 1 mm � J � _ _ _ � THE SPRINKLER PIPE ON THIS PROJECT HAS
1 1 �I R ST L�V E L� F I R E .����1: / ���y��G�� ���� RESPONSE� DCTENDED COVERAGE SPRI
ASS�MBLY j � /� �D 0�
1 FP-1 BEEN HYDRAULICALLY 91ZED TO ALLOW THIS
� � SPRI N KLE R L�YO.U� �r*���• --K.�._._.._ SPRINKLER TO COVER A MAXIMUM ARFA OF
' NT � (� � �ADJACENT WALLS 0�7 U�DI MINIMUM OM
4 CONCEALED PENDE . �
1�4*� �,-O, � ���� 2�� $�� � SPACING BETWEEN THESE SPRINKLER9 IS 8'.
„ FP 1 SPRINKLER DETAIL � , �
' � � � � � � � I ��4�, I
4
�t NOT TO 3CALE � , ,
0 1 ' 2' 3' S' 9' 13', i
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� � - �� ISSUE DATE5:
, , �
� DETAIL LEGENb r IT IS THE OWNER'S SYMBOL DESCRIPTION SIN FINISH ORIFlCE 'K-FAG TEMP ESCUTCHEON SPCL NOTE QTY GENERAL CONTRACTOR: ZEEB CllSTOM REMODELING � APPROVAL: VAIL FlRE DEPT. . � 9/7/2006 APPROVAL/INSTALLAl10N
' RESPONSIBILITY TO ,PROVIDE AT � �EUABLE RFC-43 RA0612 WHITE 1/2 4.3 155 CONCEALED 26 P.O. BCSX 1997, AVON� CO 80162 � '
W SYSTEM RISER DRUM DRIP ASS'Y � FIRE HYDRANT ' / HANGER LOCATION LEAST 40'F OF HEAT IN AREAS PR0,IECT N0: �1080 _
� � �'k � , , ; - �
^,_. WHERE WET-PIPE FIRE � ' � i SCALE: AS 1�OTED
;�_�« � EARTHQUAKE BRACE SPRINKLERS SYSTEMS ARE , , ' A State Lic� ��1 � - ""'"`�
DRY PIPE RISER T GLOBE VALVE -�- GROOVED COUPLING `�' �C�, :/� �.�J
-�'�f ���'t� LER INSTALLED. ��
NK ;�,r, �� ?I DRAWN BY: E. SCHUMACHER �OWER LEVEL
.�� 4�-�., FIRE SPRI � I �����✓�� t ,, , CHECKED BY: J. HAIRE UT
r5r�;�° ��� � DELUGE VALVE RISER � INSPECTOR S TEST -� PIPE UP , O� HYDRAULIC NODE REF. SIGNATURE: �w _ ,
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�==��3��',�;`r ♦"" CHECK VALVE POST INDICATOR VLV -8- � PIPE DOWN �X'X"AFF ABOVE FINISHED FLOOR K
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' DETAIL LEGEND , IT IS THE OWNER'S SYMBOL DESCRIPTION SIN FINISH ORIFlCE K-FAC TEMP ESCUTCHEON SPCL NOTE QTY GENERAL CONTRACTOR: ZEEB CUSTOM REMODEUNG APPROVAL: VAIL FlRE DEPT. ISSUE DATES:
RESPONSIBILITY TO PROVIDE AT � RELIABLE RFC-43 RA0612 WHITE 1/2 4.3 155 CONCEALED 45 P.O. BOX 1997� AVON� CO 80162 ' �°"� �`� - 9/7/2006 APPROVAL/INSTALLATION
' WET SYSTEM RISER �c DRUM DRIP ASS'Y e� FIRE HYDRANT / HANGER LOCATION LEAST 40'F OF HEAT IN AREAS PROJECT N0: 61080 � ��
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.F��:� ,:� DELUGE VALVE RISER � INSPECTOR'S TEST -o- PIPE UP � � HYDRAULIC NODE REF. SIGNATURE: �C�"""' ��C� t , � UPPER LEVEL
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� N.I.G T #103325 (S I� LER LAYOUT) OCCUPANCY: RESIDENIIAL FP OF
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