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-I 5 PIPING SHALL BE IN ACCORDANCE W111-1 NFPA PAMPHLET NO 13 11111110P 00 TIGARD, OREGON
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WATER SUPPLY ,. 54,t, ,°;,4 ft
0-1 - DRAiN VALVE --110-- - CHECK VALVE - DESIGN BASED ON:
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.... - NEW UNDERGROUND -
rm N.F.P.A #13 1996
cc 7 OWNER TO PROMDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING RESIDUAL: 74
-.< DATE 1 1-1 8-99 SCALE 1/8" = 1'-0" SHEET FP3 OF 4 FIRE PROTECTION. CONTRACTORS
co IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM -e-r - EARTHQUAKE BRACE z•---- =---•-• = - EXIST UNDERGROUND
,--, FLOW: 1 154 CONT. 99-981 3 DRWN. M.A. SYSTEM WET 14795 S.W. 72nd. PORTLAND, OR 97224 (503) 620-4020
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--- 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS 0 - HYDRAUUC REFERENCE POINT - - - - PUBUC WATER LINE LOCATION: SW 69th & SW FRANKLIN
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GENERAL NOTES STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG SYM. TYPE MFG./MODEL TEMP. SIZE FINISH CANOPY FINISH QTY. REV. NDi REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA
3 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 0 ALARM VALVE POST INDICATOR SSP REL MOD F-1 -E,C (K-8) 155 3/4' WHITE F-1 WHITE 87 1 T RENIASSANCE HOLDING 11/99 `' CITY OF TIGARD LIGHT HAZARD
cENTER
�„ - 1. OCCUPANCY: �kr.,.
c 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY SSP RELIABLE F-1 155 1/2" WHITE F-1 WHITE ,r �� �,y �fri .«.fi ,N.� y
4T-6} WHICH ARE END TO END Q - DRY PIPE VALVE - NON-RISING STEM GATE
T IlEall' 2, OWNER/ ARCHITECT DENSITY: .10 ° -. x
y 500 BUILDING B f 3
v 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA Q-- - FLOW SWITCH 1::::� j.PAMPHLET NO i3 -i�- - FIRE HYDRANT wfPUMPER HSW RELIABLE F-1 E.C, HSW 155 3/4" WHITE F-1 WHITE 3. REMOTE AREA: f. 4 ,L q�y u A O y� J.i. 3 C5 _Ar 4a' _ 4. INSIDE HOSE: f.� ,- WATER MOTOR GONG 1 ). .. ,,,,,,..� f .k,,e, ,,f 5.i s: "-. 3�
m 4 PIPE HANGERS AND METHOD of HANGING TO BE IN ACCORDANCE WITH NFPA -- FIRE DEPT. CONNECTION
12259 S ' 6 9th AVE
PAMPHLET NO 13 - _ _- OT 5 OUTSIDE HOSE: 1 QQ „.: .:s.,m. .:: ., w
Y :
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5 PIPING SHALL BE IN ACCORDANCE WSTH NFPA PAMPHLET NO 13 o ELECTRIC BELL - DOUBLE CHECK VALVE ASSEMBLY
.� 4� - BRAIN VALVE - T WATER SUPPLY ,, z.-., tt <<. ,
v 6 JOINING OF PIPE AND FlT"ITNGS, THREADED AND WELDED SHALL BE IN ACCORDANCE --�►- CHECK VALVE DESIGN BASED ON • 0 0 ' � „'' ,F¢
o WITH NEPA PAMPHLET NO 13 — GROOVED COUPLING
— NEW UNDERGROUND
2 N.F.P.A. 13 1996 STATIC: 95
TITLE REFLECTED CEILING PLAN L2
,q 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING L� _ EARTHQUAKE BRACE - _ RESIDUAL: 74 DATE - - " = ��
L IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM - - - EXIST UNDERGROUND 11 1 99 SCALE 1�� - 1 --Q SHEET FP4 OF 4 FIRE PROTECTION CONTRACTORS
,-, FLOW: 1 154
8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS O - HYDRAUUC REFERENCE POINT - - CONT. 99-981 3 DR11�N. S.M. SYSTEM WET (503) 20-4020
- PUBLIC WATER UNE 14'7$5 S.W.S.IAt. 72nd. PORTLAND, OR 97224 )
Tu THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: SW 69th & SW FRANKLIN
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