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W�OD SAMMY ��
SIDEUUINDER = / MIN. 2'h" FROM B�TTOM FOR LINES
= MIN. 3" FROM BOTTOM FOR MAINS
THIS DOES NOT APPLY TO 2" NAILER
HYDRAU LIC I N FOR NIATION ALL THREAD R� = STRIPS RESTING ON TOP �F BEAMS
�CCUPANCY CLASSIFICATION Li ht Hazard - WOOD
DENSITY 0.100 m/ftz for 406.42ftZ Actual 406.42f�}
TOTAL HOSE STREAMS 0.00 - ADJUSTABLE BAND
TOTAL HEADS FLOWING 3 HANGER RING
K-FACTOR 4.3 FOR TJI'S, CONSULT TRUSS
TOTAL WATER REQUIRED 82.27 MANUFACTURER FOR RECOMMENDED
TOTAL PRESSURE REQUIRED 72.364 INSTALLATION POINTS
BASE of RISER { m} 82.27
BASEofRISER ( S�} 72.364 X W�4D SAMMY SIDEWINDER
SAFETY MARGIN { si} +70.667 {49.4°�} FP-1 SCALE:NOT TO SCALE
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�; 4� • _ � � GENERAL N�TES
THIS REMODELED UNIT IS PROVIDED WITHANEW WET PIPE FIRE SPRINKLER SYSTEM DESIGNED,
� cc g i. INSTALLED AND TESTED PER NFPA 13R 2010 AND THE REQUIREMENTS OF THE LOCALAUTHORITY
� � HAVING JURISDICTION.
� 101 6-10
aArH- �1 ALL CEILINGS ARE FLAT/SMOOTH.
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� s"9 , PIPE SIZES BASED ON UNIT#204.
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-� THIS CONTRACT IS FOR THE INTERIOR SPACE OF UNIT R6. STUB OUTAND CAP MAIN PIPING FOR
FUTURE TIE-IN WHEN THE BUILDING IS RETRO-FITTED.
O0 � � 4
~ � � ALL MATERIALS, DEVICES AND HANGERS USED ON THIS PROJECT SHALL BE UL USTED AND/OR FM
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103 APPROVED FOR USE IN FIRE PROTECTION SYSTEMS.
� a DROP DOWN
°p 1Y.� _:� 1 �TO GAUGE TO TEST SEE ATTACHED 'EQUIPMENT DATA SUBMITTAL' FOR ALL APPLICABLE MATERIALS AND EQUIPMENT
�' ��2-1U �f 4-10 USED IN THIS PROJECT.
,;� o POSSIBLE FUTURE
�� ; � ��,, CONTROLVALVE&FLOWSWT FREEZE PR�TECTION IS THE RESP�NSIBILITY OF THE OWNER INAREAS NOT PROTECTED BYAN
� �'��� � � POSSIBLE FUTURE PIPE
J r� �i. CONFIGURATION ANTI-FREEZE OR DRY SYSTEM. MAINTAIN MINIMUM 40"F.
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SPRINKLERS:
2 L�CAT I � N P LAN � 2 �a°STANDPIPE PENDENT SPRINKLERS SHALL BE CONCEALED RESIDENTIAL TYPE.
1'/�CAP FOR FUTURE �� 150 PSI IN BASEMENT
TIE IN WHEN BUILDING �+ 1 5 011 4 011 0 0 GPM AVAILABLE
N FP� IS RETRO-FITTED 1 PIPE AND FITTINGS:
N� SCALE ALL NEW PIPING TO BE TYPE "M" COPPER AND SHALL USE COPPER FITTINGS.
PIPE DIMENSIaNSARE CENTER-TO-CENTER.
� FIRE � PRINKLER PLAN HANGERS:
PIPE HANGERS TO BE INSTALLED INACCORDANCE WITH NFPA 13.
N FP� �/4'I � I �I' CALCULATE UP TO 4 HEADS IN A SINGLE C�MPARTMENT. 3 HEAD CALCULATED @ 0.10 GPM/SF.
1 3 5 7 9
2 4 6 8 10
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�/�/�/ FIRE PROTECTION DESIGN, INC_
13147 BIRCH WAY,THORNTON,CO 80241 (303)920-0941
PAUL D.HUBBARD� NICET III�#108221
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SYMBOL LEGEND COPPER TUBE HANGER SPACING OVER 100 PSI SPRINKLER LEGEND PROJECT:
���� ������ 385 GORE CREEK DR. UNIT R6
S.R.R. =SMALL ROOM RULE O =HYDRAULIC NODETAG = SIZE BETWEEN HANGERS TO END OF LINE ARM-OVER LENGTH MAX. SY�OL Relahle A062 45Y 4.3 PendeEt R�ESP SjZE FVN�ISH T65nF CONCEALED NOTE 385 GORE CREEK DRIVE
TYPE M COPPER PIPE ���� ���������
O.T.S. =OPEN TO STRUCTURE =THREADED PIPE 3/4" 8'-0" (SSP)0'-6" (SSU)1'-0" (SSP)0'-6" (SSU)1'-0" Tatal=5 VAI L� Cr0 $�sr'J7
Up =PIPE DIRECTION UP � � -WELDED PIPE 1" 8'-0° (SSP)0'-6" (SSU)1'-6" (SSP)0'-6" (SSU)1'-0" GORPORATION
=PIPE HANGER ��/;' 10'-0" (SSP)0'-6" (SSU)2'-0" (SSP)0'-6" (SSU)1'-0" �
Dn =PIPE DIRECTION DOWN BL1 =BRANCH LINE#1
�F�- M1 =MAIN#1 ��rz� ,o�-o° �ssP�o�-6° �ssu�z�-6° �ssP�o�-6° �ssu�,�-o° ;`�� FIRE SPRINKLER PLAN
Rn =PIPE RISER NIPPLE � =CENTER LINE PIPE ELEVATION DN1 =DRAIN#1 2" 12'-0° (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU)1'-0" , DRAWN BY: SCALE: A.H.J.
*�', PAUL D. HUBBARD AS NOTED VAIL FIRE DEPT
OH1 =ORDINARY GROUP 1 HAZAR� ABOVE FINISHE�FLOOR A =GROOVE�PIPE SEGMENT Z��Z� 1z�-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU)1'-0" 57 HEREFORD LANE EDWARDS GOLORADO S 1632 PROJECT#: DATE: DRAWING NUMBER:
3" 12'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU)1'-0" 131002 11I08113 FP1