Plans (66) FPS2020-00119
FIRE PROTECTION GENERAL NOTES
co
j SCOPE OF WORK MATERIALS AND INSTALLATION NOTES
Supply Flow Test Data Building Construction All materials/installation methods will comply with N FPA#13, 2016 u r
TeetcONauctedBy Tualatin Valley VkWDI.t�Ot Edition, be UL Listed or FM Approved and manufactured for 175-PSI � V M O
rrtMntRn..a Herbs D.yia • Existing C-1 Commercial of Type III.B construction 0 a--'
�' working pressure. z to (O
Date a Teet 0&18/2014 -q 36 � • Approximate building area (overall): 124,485 sq ft 18"minimum clearance shall be maintained between the sprinkler '_^ 7 00
nme of T.et ss to -p - • Approximate building area(in scope): 1,290 sq ft O)
Location Hell Blvd.(Behind Target) e 9 8 7 3� 5 4 3 2 I o a 07 0 deflector and the top of any obstruction or storage. O
• Seismic Design Category: D rc (n
Hydrant Numbers ,s,yl28G37FH80 ra • All system gauges and valves must be accessible for inspection and a 34 C V Q
FStauc Preasure T,.oOo Sprinkler System maintenance. m 0
• Three(3)exsiting wet fire sprinkler systems in primarily Ordinary • Stock of extra sprinklers to be provided in accordance with NFPA 13. a >
Residual PfNaun: 87.000
� 10 ' Hazard Group II building • All control valves to be supervised in accordance with NFPA 13 and w — Q
• Scope of work limited to renovation of Light Hazard entry area and local codes and requirements. Type and location of all supervisory u, •(a _ E
bathrooms devices to be coordinated between necessary trades. All electrical and z0 0
• All existing piping and sprinklers to remain as-is except as noted on fire alarm connections to be made by others.
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Fire
nkler system to be
Design periNFPA#132016 Edition cal and fire alarm wiring nd CO � Z U
L „ -- . _ --- t • allcran od snanserrvQ services to be by monitored
electrical accordanceO
th NFPA 13
E�n " --- 4 - ____��_• `i • Maximum sprinkler spacing in offices, conference rooms, and similar g d
__-. - "`" 3 - °. --- - __ ; ,`. -_ -- - ( _ _ 1 _J -<i A permanently attached sign stating the required des gin criteria for and «,
>a 33j "- " _.._ __-__ .° -- ; --- - l _) - areas per light hazard requirements(225 sq ft). d will bprovided. O
iiS69� -s • Maximum sprinkler spacing in all other areas per ordinary hazard eachhydraulically is y e g system i W O
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requirements (130 s ft) _
h dr all designed ne s st a
NO WORK IN THIS AREA i' All sprinkler heads shall located to meet all requirements of NFPA#13 O
r c EXISTING TO REMAIN for obstructions Pipe- 1"and smaller: Schedule 40 black steel with threaded fittings a
All piping to be supported from the structure per the requirements ofitt - #1 cast o
:, 1; •i i. ,,. ., . .. ,,, _; - ,€ ; : • NFPA#113 Hangers Fing Top beam clamps iand band hangers(see details on plans) m
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.i'.; % CRITERIA If COMPONENTS Sprinkler Heads - Rated for#175-psi working pressure (see head legend for details) 4
4 OCCUPANCY/ DESIGN CR Control valves - All existing to remain O
..................................................... . . .... .. ................. " i 4 t �: �/
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•� ,,, 7 �ypy ,, 3z ' ', 3 Off IC2S/Entry/Bathrooms Riser Valve- All existing to remain d
/'/„,i'`” '' '- %�'` "' ' - "� / '• '/ - - 1, • Prima occupancy is Light Hazard Alarm Devices - All existing to remain
%i% a, 7, Primary P Y 9 9 V
EXISTING 1'/."aRANGHLINE(TYP)
• Design Criteria: 025 gpm/sq reduc i over the hydraulically most remote Backflow Preventer-Existing to remain �
/ - .-- - - -- ---- - - - - - - - I ;� 1125 sq ft(including 25°,G reduction for OR sprinklers)with 100 gpm FDC - Existing to remain �
dao lfl ® ® ® ® ® �� i°) outside hose allowance
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.--..- ..._... _ __._ _-. .__ ._.. �i _. - _ __. H2 • Sprinkler heads to be used: Z
(ze IIS 155°F 5.6K quick response brass upright in all area withoutcell O
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X18 �� _ -H •155°F 5.6K quick response chrome semi-recessed pendentinaling 3
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•� �/,; ;_ � ® ® ! areas with ceilings on return bends p 0
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E%18rINO,Ya"BRANCfLBE QYPJ f
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'(25 . .___.._._._ _.. -------.: _ -� .��f. ..__.. _....__ ` /,/ / _��--�� ! UPRIGHT R� EN Z uj 0 III
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p / __ SPRINKLER HEAD ` NOv 4 2071 O Z � J li 9
Z EXISTING PIPING SHOWN IN THIS AREA FOR /
HYDRAULIC REFERENCE ONLY. '7� / - ��l OF �l1 S O� y w
/ NO WORK IN THIS AREA 27 NO WORK IN THIS AREA. EXISTING TO REMAIN 0. --- /� / / �/ O 0-2 NIPPLE O U Do U O a
- EXISTING TO REMAIN u _ _ i ,:-1, U O U Q Z)
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u _ - t li - 72 /�'�j / BRANCHLINE LENGTH AS NECESSARY Z O O Z O
MAINTAIN DEFLECTOR AT 3 O O O O Ur
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EXISTING 1`/."BRANCIiINE TVP , / ^�c �/ U
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�� OFFICE COPY
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� AIN SUSPENDED BRANCHLINE
wc, / � � � �� � I, CEILING SPRINKLER
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i/ / '�. EXiSTING,Y.••BRAdC11LilE(rVP) , - TYPICAL RETURN BEND DETAIL SPRIG UP DETAIL o
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SEE DETAILS FOR THIS AREA Pa Z
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ON THIS SHEET O
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xataaa NiL}3, ■:c,4` .c2 , .cr,a LIMITS OF WORK Z
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Hydraulic Site Plan va
0-1/32"= 1 Foot ' of - - 7 6w O
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PLAN 0 32 64 � , .. •a • ,� 0, : N 7 - T � .. . \ , -----. .�,��
O'.d `- « 0 7 w �' €j'3• O ' b - b o 3 b 3 ' 3 o ,'�, '-b Q\C� .- b - 1'/4-saw H- W o
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NORTH r 6'-11 2 Y, / 13'4 u ,'_„ ��' 10'-10 ,4•-0- -----13�-3------ ----9_T---H ..6-4y, ' - -4 -9•-6 3'-Ty, « `G. � a r N
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GRAPHIC SCALE w Z U LLWX
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to 2'-2'h •l DIY Y .Ir tel•- I _ t I�
MILAN
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� O 10 \i21 j—;{�lOW� 79 i� I� A I iI � 4 011 � _N 491 s 1 i iia' 1 w `G. i �G W - iM
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3.40 -m. - I' i 6Q 15 // y U' m -3 t�'c�
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w�. 0•'',� '•s ----- 'ia ! - _._ }_-`_-__- -- _- -t'Y7 Irl -' (� ✓9 0 Z 00 > ya9
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Sprinkler Legend -6/2 1_% ! G o — ° a W W�w
■ - ___. ._-'� n 500
4z _._ -.-. . ---.______.-- - __ Nl 2'-4 L --_.__. _-��. W a a LCL U w
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S mbol Manufacturer SIN Model Quante K-Factor Type Size Response Finish Temperature _ _ __— L_ z LLU
Existingis
to Remain 25 5.6 Pendent /2 Quick Chrome 155*F 00
, _ _ er• -tet- t� -1� t� t� t� --F._. ! I i I -• hT--- , a . C}--— -- !
ME Tyco TY323 TY-FRB 9 5.6 Pendent % Quick Chrome 155*F 7T 2'-0'/ O T, s, O ! ! O O O O O --- --- 0-49 �`� 4'-0 3'-0
Tyco TY313 TY-FRB 10 5.6 Upright /2 Quick Brass 155 F ' 1
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• Total=44 4, - - z Q
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ALARM VALVE r __
41II'LV�
LEGEND OCCUPANCY CLN
CONTROL VALVE CH• Z'• o'
Hydraulic Information
CLASSIFICATION LightHazard
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DENSITY(gpmlft2) 0.10 for 1125ff2(Actual 1205ft2) « p
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..........t. EXISTING PIPE
TOTAL HOSE STREAMS 100.00 u W,
r * TOTAL HEADS FLOWING 16 Wmpmmq a
FIRELINE RUN-INK-FACTOR 5.6
NEW PIPE TOTAL WATER REQUIRED 419.55 a w
TOTAL PRESSURE REQUIRED 61.321
Existing Riser Detail -For Reference Only % - z o x
BASE of RISER(gpm) 319.55 t,
1/4"= 1' FOOT BASE of RISER(psi) 46.214 / w N r v uT W co
0 1 2 3 4 5 ! 4. SAFETY MARGIN (psi) +9.585(13.5%) 3. 5 1 2.5
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SCALE: A9 NOTED
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DRAWN BYM.DA%As
Area of Renovation o
:
F JOB NO.:
GRAPHIC SCALE
Foot -
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PLAN 0 2 4 6 810 20 SHEET
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NORTH FP-1
GRAPHIC SCALE