HomeMy WebLinkAboutF12-0053 plan approved FIRE SPRINKLER SYMBOL LEGEND SCOPE OF WORK � ���
0 0 • TENANT IMPROVEMENT FIRE PROTECTION SHALL BE ROUGH-IN ONLY (NO �
SYM DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION SPRINKLERS TO BE INSTALLED). PLUG SPRINKLER OUTLETS AT THIS TIME. ��r����r���4�e��r� ������}�
� SYSTEM RISER oa AUXILARY DRAIN �xx� HEAD ELEVATION Hydraulically Calculated System
• STAIRS AND STANDPIPES NOT IN SCOPE OF WORK. 10864 WEST COCO PLACE
o PIPE RISE � CONTROL VALVE � EARTHQUAKE BRACING
This system as shown on ASSURANCE FIRE LITTLETON, CO 80127
� PIPE DROP T� INSP. TEST CONN. � FIRE DEPT CONNECTION company print no FPl dated SEPTEMBER 08, 2012 • CONTROL VALVE AND RISER MANIFOLD TO BE INSTALLED WHEN SUPPLY
a PIPE CAP / PIPE HANGER HORN STROBE PIPING IS INSTALLED AT A LATER DATE. Ph: 303.550.1912
� for MILLCREEK COURT BUILDING UNIT 403
Fx: 720.922.7698
� PIPE COUPLING XX•-X° PIPE ELEVATION � SHEET NOTE at MILLCREEK contract no . NFPA OCCUPANCY: 'RESIDENTIAL' UNLESS OTHERWISE NOTED.
is designed to discharge at a rate of 0.01 gpm
FIRESPRINKLER SYMBOL LEGEND persqftoffloorareaoveramaximumareaof
� � � � � � 4 HEADS sq ft when supplied
SYM CNT POSITION FINISH TEMP K NPT RESPONSE MFG. MODEL SIN � � � � � � with water at the rate of 103 gpm
�i 12 SEMI-RECESSED PEDENT WHITE 155 4.9 1/2" QUICK VIKING FREEDOM VK468 � � , � \ \ , at c4.7 psi atthe base ofthe riser
� � � � � � �� � � � � O Hose stream allowance of 50 gpm
� � � � � � � � � � � � GENERALNOTES
is included in the above.
HANGER SPACING LEGEND PER NFPA 13 ` ` ` � � � � � � � ` ` `
( ) � � � � � � Occupancy classification R 1. THIS CONTRACT INCLUDES THE MODIFICATION OF THE EXISTING
NOMINAL PIPE 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" Commodity classification N/A HYDRAULICALLY CALCULATED FIRE SPRINKLER SYSTEM TO ACCOMODATE
SIZE (IN.) Maximum storage height N/A NEW TENANT FINISH OF THE AREAS INDENTIFIED ON THE PLAN. THE
COPPER 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 Installed by EXISTING SYSTEM WAS DESIGNED AND INSTALLED BY OTHERS.
� HEAD DETAIL 2 HANGER DETAILS
FP1 SCALE: NTS FP1 SCALE: NTS o 0 2. THE FIRE PROTECTION CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR
ANY LEAKS IN AREAS OUTSIDE OF THIS CONTRACT SPACE NOTICED WHILE
CONDUCTING HYDROSTATIC TESTING.
3. ALL MATERIALS, DEVICES, AND HANGERS USED ON THIS PROJECT SHALL BE
UL LISTED AND/OR FM GLOBAL APPROVED.
4. PIPE HANGERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 13.
5. THE OWNER SHALL MAINTAIN A CLEARANCE OF 18" BETWEEN THE DECK AND
THE TOP OF ANY STORAGE OR ANY OTHER OBSTRUCTION.
6. THIS IS NOT A CENTER OF TILE PROJECT. �
� 7. THE OWNER/TENANT IS RESPONSIBLE TO MAINTAIN A 40F TEMPERATURE � �-
� WHERE WET FIRE SPRINKLER PIPING IS SHOWN. � �
r �
� � O-
� J � Q
� �
Q
� � M
� / �
� O O
O
� �/ �d" �
Q � �
3 DROP DETAIL _ O
FP1 SCALE: NTS
Z
06 LEGEND:
- U
� �
' � 05 �
� 04 �
�
OW � 01 1%2" EXISTING STANDPIPE W J
! � �
-
i ' 03 02 VIKING VK456 SPRINKLER HEAD W
� �
� � �
� 02 03 3/4" TYPE M COPPER DROP >
� Uz
i 04 1%4" TYPE M COPPER � w
�
��
'; 01 05 RISER MANIFOLD �
�
i
i 06 BUTTERBALL VALVE TAMPERED
�
�
�
�
�
�
;
�
�
�
�
�
�
�
i
R2
O
5 SYSTEM COMPONENTS SECTION VIEW R1
FP1 SCALE: 1/4"= 1'-0"
4 FP RISER ISOMETRIC
FP1 SCALE: NTS
I '
�N
�
A3 �
� �N� � � � � � � � � � � � � � � �
C� ±:
�.��` 16 i 4 1 "'' '
,ti � � �
� I`�� 7-9�2 M '
� 2 9,Z� �315 • Remote Area 1 Flowing Heads 4 Start Head PSI 7.00
' �� � ' Wet / Dry WET Density 0.100 Start Head GPM 13.0
KITCHEN LIVING ' Hazard RES Area 0.000 SQFT per Head 129 V � �
� ROOM .f��� '� �� � '
� xxXx xXxx Code NFPA13 Len/Wid Ratio 1.20 Elev-Hd to Riser (") 287 ,; , .�•• . ,
� � ' Construction Max Velocity 22.0 PSI -Hd to Riser 10.3 � �
� s-�o ' � �:
' ; Source Name or Location City Supply �$,� . �
�'> > ' PSI Avail at Source 96.6 GPM Req'd at Source 153 Inside Hose 50.0 .
AREA OF WORK ' I� 2-g�z� 13-5 � PSI Req'd at Source 74.7 Duration of Source 0.000 Outside Hose 50.0 �i•. �� ;�4``�'
o � Safety PSI 21.9 Req'd Source Volume 0.000 F'�`� .��. .••�' G�`�
� � � �,�. :
BEDROOM #i �' � � Pressure Available Pressure of 96.6 psi Exceeds Required Pressure of 74.7 psi
�� � � � Summary This is a safety margin of 21.9 psi or 23 % of Supply
' � a-5�z
� � : N � Advanced Max Density Available 0.114 PSI loss - TOR to Source 18.1
C�� E I � ��R M A TI �� �� Y �TH E R�� � 9-�'� � Summary GPM at Max Available Density 174 Rack Demand 0.000 DATE: SEPTEMBER 08, 2012
' � DRAWN BY: RJD
A�� � EW C�� �TR �JCTI �� T� COMP �� ��ITH � � � >>o �03 I Hydraulic Information � System Volume 8.30 CHECKEDBY: RJD
A2 1-3�z � � ' Static Pressure 97.2 Flow Test Date
2��� I I"1 t e r I"1 G t I O I"1 G I R e S I C� �I"1 t I G I C O C� ° � � BaT� #� � i � 9-�'� Residual Pressure 90.0 Flow Test Location
' xXxx �04 � Residual Flow 583 Tested by
2��g I I"1 t 2 I"I"1 � t I O I"1 G I � I U I�Y1 �J I I"1 � C O C� � � � BE�ROOM #3 Test Elevation (Relative to Source Elevation) 0.000
200J International Mechanical Code I BE°R°°"' #� ° � �
Tank Pressure 0.000 Available Well Flow 0.000
� X � Tank Volume 0.000
200J In �ernational �uel Gas Code ,°, � � � ,°�
2 0 0 9 I n t e r n a t i o n a I �i r e C o d e � • ' ' • � Tank Elevation o�-o��
8-6 A� 10--'i�s
Pump Rated Pressure 0.000 Pump Manufacturer
2��� I I"1 t 2 I"I"1 C� t I O I"1 G I E I"1 2 I"C� �/ C O I"1 S e r V CI � I O I"1 C O C� 2 � � Pu m p R ated FI ow 0.000 Pu m p M odel
2008 National Electrical Code � � Pump E�e�at�on o�-o��
2003 ICC�ANSI A11 7. 1 ( Accessibility Standards) � _ _ _ _ _ _ _ _ _ _ _ _ _ _ � constru�t�on v-B o��upan�y R
o ,� O 0� Authorities Having Jurisdiction City of Vail
200J Amendments IocGted in Ordinance No� 189 Se� � ie�
TYPE 0� CONSTRUCTIONa V 1 HOUR UNIT 403
3 STORIES ON EAST SIDE, 4 STORIES ON WE� � 6 FIRE SPRINKLER PIPING PLAN F P �
"oR'" FP1 SCALE: 1/8"= 1'-0"
�CCUPA�ICY C�AS�I �ICnTIONa R 2 WATERPRESSUREREPORT
• STATIC PRESSURE: 108 PSI
• RESIDUAL PRESSURE: 100 PSI
• FLOW: 583 GPM
10 PERCENT REDUCTION FP SHOP DRAWING
• STATIC PRESSURE: 97.2 PSI
• RESIDUAL PRESSURE: 90.0 PSI
• FLOW: 583 GPM 1 OF �