Plans (45) FPS2021 -00067
OFFICE COPY nFFICE COW
F1SYSTEM DESIGN - Kiddie Academy Tigard GENERAL NOTES n RECEIVED 4 Z
System Design to be per NFPA#13 2016 Edition Y o
1. SYSTEM DESIGNED AND INSTALLED PER NFPA-13,2016 Ed. �Al` ¢ YO�e I a
Ordinary Group II (Shell) 10' x 13' 2. HANGERS SHALL BE PER NFPA-13,UL LISTED AND/OR FM APPROVED 1 , 1 Z
Light Hazard (Classrooms/Offices) 15' x 15' 3. SCHEDULE 40 PIPE TO BE USED FOR THREADED FITTINGS CITY OF TIGARD 9 c
4. SCHEDULE 10 OR FLOW PIPE TO BE USED WITH GROOVED FITTINGS I I I Tn
Utilize K5.6 Pendant/UprightSprinklers 5. ALLWIRING,PAINTINGAND PATCHING BYOTHERS s 1 3 1 BUILDING DIVISION = j
Overhead Sprinkler Head Spacing not to Exceed 130 SgFt 6. INSTALL FLEX-VIC HEADS AT LAY-IN-TILE CEILINGS r F I 1 I w
Classrooms/Offices Head Spacing not to Exceed 225 SgFt
FREEZING
IS THE OWNER'S RESPONSIBILITY TO PROVIDE ADEQUATE HEAT TO PREVENT WET SPRINKLER PIPE FROM 10
gP
8. MAIN DRAINS,AUXILLARY DRAINS AND INSPECTOR'S TESTS ARE TO BE PROVIDED AND INSTALLED IN ,
ACCORDANCE WITH NFPA-13
9. ALL SYSTEM CONTROL VALVES SHALL BE OF THE INDICATING TYPE WITH TAMPER SWITCHES 3 3
(WIRING BY OTHERS)
10. ALL SPRIGS,DROPS AND ARMOVERS ARE I"SCH.40 PIPE U.N.O. r
11. ALL OUTLETS FROM MAINS ARE WELDED U.N.O. `
12. RIGID COUPLINGS SHALL BE INSTALLED ON ALL GROOVED LINES U.N.O. i T
13. SPRINKLER SYSTEMS WILL BE MONITORED BYAN OFFSITE CENTRAL STATION INCLUDING FLOW SWITCHED rnn nnW
AND TAMPER SWITCHES ON CONTROL VALVES(BY OTHERS) Iul eALA ILA
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14. THE EDGE OF ANY JOIST, BRACING,PIPES,E.Q. BRACING,HANGERS,LIGHTS LESS THAN 1 FT.WIDE, ETC.,TO B n r
LOCATED MINIMUM OF V-2"HORIZONTALLY AWAY FROM ESFR SPRINKLER HEADS z
16. BRANCH LINE HANGERS TO BE LESS THAN 6"FROM TOP OF PIPE TO ATTACHMENT POINT U.N.O.
SECTIONALFire m
--- SCALE: N.T.S.
KEYNOTES
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O3 CANOPY-SEE UA8.1 FOR MORE INFO F
_- 8 HANGER DE SAMMY NO.
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O �'e r ^. --�—+ v�� T I Oq RECESS FOR FLAT SCREEN N--
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FIRE PROTECTION, INC. LI
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to PROJECT I SW 741 AVE. 7 SW DURHAM RD. (A � � a C
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a � j STATIC 112 AUTOMATIC
Q ;% 3 PITOT RESIDUAL ', 90 / 1 2.5" PITOT FLOWED FIRE PROTECTIO
o I GPM ; 1767
m SYSTEMS, INC.
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4 1 18,296 calculated per NFPA 291
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GPM AT 20 PSI
CL % DATED '; 03.16.18 9:30 AM
(n I MONITOR
" HYDRANT SW DURHAM RD. @ SW 741' SW 7411, SOUTH SIDE OF
LOCATION
DURHAM RD.
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STATIC 1112
• R DETAIL 111 y
SYSTEMS
DATED j 03.16.18 9:30 AM
SCALE: rv.rs WITNESS �79F PROSEG�`O
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....... WITNESSED BY '.
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19435 SW 129th AVENUE Parts Legend TITLE i TUALATIN. OR 97062
(503)692-9284
Y.iar
Key Note Size Description Quantity ORGANIZATION CITY OF TIGARD PUBLIC WORKS FAX: (503)692-1186
Supply Flow Test Data 1 4 From The City 1 OR CCB#0067534
Static Pressure 112.000 2 4 Flexible Coupling 1 SIGNATURE
Residual Pressure: fo.000 WA CCB#AFPSYI.091 BZ
Flow 1767.00PLEASE PROVIDE
3 4 Globe UM 1 PERFORMED BY JACK GARDNER __ _
Outcide Hose Flow 1250.00
' :,`
''@ 4 2 Main Drain 1 COMPLETED NFPA 13
= � 5 4 To System 1 c• DRAWN BY: M. $trOf1
6 Spare Sprinkler Box 1 MATERIAL AND TEST 9
7 Bell (Wiring by Others) 1 CERTIFICATE AT DATE: 2021 May 4
FINAL INSP>ECTIO"I
- - — AHJ: City of Tigard
SITE MAP FLOW TEST EHEIAAD
THER
INKLER SHEET:
SCALE : 1/32" = I' INCH
INGSP- 1 of 2
10-01
AFP. PROJECT#: 21072
(3) 2x8 GLB 51/2 x9 GLB 5 1/2 x9 TYP(2) GL8 5 1/2 x6 GLB 5 1/2 x6 GLB 5 1/2 x6 ^ (3) 2x8 GLB 5 1/2 x9 (3) 2x8 _ (3) 2x8 Hydraulic Information
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I ( I i Remote Area 1 Shell CO
OCCUPANCY CLASSIFICATION Ordinary Group 1111A
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C 0 2T-0 21 ,'-0 ^�+2 ' 685 2o'-T/� 21'-0 DENSITY(gpm/ft2) 0.20 for 1500ft2 (Actual 1514ft7) >
0' 1 -111%1 -11 1 '4 6'-11 -0 1 3'-0 91,-0 �2'-0 11'-7'/z 7'-91/2 2'-7 z 12'-0 6'-0 5'• Yz 12"0 3'-4'G 1 '-1 W
N I TOTAL HOSE STREAMS 250.00
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ii TOTAL HEADS FLOWING 14
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11/s 1K 1'� �! I 1'/s I 11/: ^ 1 1X 1y. ! K-FACTOR 5.6
10.10 21'-0 21' r-0 2 ' 20'-71/: 21.0 21'-0 TOTAL WATER REQUIRED 637.02
a•1 1/: s'.1,v2 v-112 4-11/2 61-11 5'-0 13 11-.7% 14-" 7'-91/2 2'-71/2- I 12'-0s'-0 s K ' ' TOTAL PRESSURE REQUIRED 62.333 W
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BASE of RISER m 637.02
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M yam° I BASE of RISER (psi) 62.333 z
1 I K IT K 11/2 1a , 1K SAFETY MARGIN (psi) +46.335 42.6% 5 2 0
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' ! 1144581/2 11 --
1Q �¢61I� — - Remote Area 2 Classrooms N
! 779 1177
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I OCCUPANCY CLASSIFICATION Light Hazard W 4 8 8 i
11/2 11/2 1'/o 1;k
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s'-10 2V-0 21 .0 ' 21' 21' 2r-0 21'-0 DENSITY (gpm/ft2) 0.10 for 1500ft2 (Actual 926ft2)
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QUICK RESPONSE REDUCTION 10 -0 Ceiling (40.0/o) 900ft _O i= a
TOTAL HEADS FLOWING 13 a
? + 1156 1157 II 1158 i 11 I 04 E a a ' z
w I� I 6 I ( K-FACTOR 5.6 U Z E E
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Ordinary II.O. ' I I (n LL z r
m y{3roup 20gpmlft2 for 1514ft O v v a
I 1 TOTAL WATER REQUIRED 492.18 w
} 1K 11/2 11/i 4I 11/2 1'/a ! ( 11/240
0'-1 s 11/2 2'-1t 2 1r /2�K s'aX s'-0 21' 0 s-0 , s-0 21' 2' 1r-rr2 21 -01/2 ra 2 12'-0 s' a1/2 s- 1/2 211:-0 s��i� s 7i 2r-0 TOTAL PRESSURE REQUIRED 89.973 x , , o ~
LL x 2 1r-101/2 -0 BASE of RISER (gpm) 492.18 m
ILL 1170 1171 to 1173 529 ` { BASE of RISER (psi) 89.973 N
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g �° SAFETY MARGIN (psi) +19.960 (18.2 k)
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a 1184 1185 1188 118 858
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r b - DATE: 2021 MAY 4
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620
CLI ISSR.00 rLL7 J �a E.�a - oW as .e,.e a�,.me,a SHEET:
SCALE : V8«= I' FP-2 of 2
063
AFP. PROJECT#: 21