Plans (3) FPS2O 18 - 00001
753 5 912Ti-‘ Cte-a*,-
c\ositd atg1t8
p .
N
ct T ` k W
y\ l_h _- SI -- AREA OF WORK RECEIVEDV>~ x o 1/40
t/ t1 r...__ i1
j '_ fly ' V 11.3 at�r TIGARD 119.1,11 v41 47,
,::------ :(0,, (_1— .. ' _ Cpl kh z r-
risty44,
SCOPE OF WORK r .
;;/,' /
41 UTILIZE EXISTING WET SYSTEM TO ACCOMMODATE CLEAN ROOM DROP CEILING.RUN NEW BRANCHLINEABOVE DROP CEILING /' f ' r ' ---;' r-r
•ms ii
AND CONNECT TO GRID WITH BRACKETS AND FLEXIBLE HOSE CONNECTIONS.SYSTEM DESIGN SHALL BE IN ACCORDANCE '"� f r ".
WITH NFPA 132013 EDITION AND LOCAL AUTHORITY �� ' ;
\ tvf
,, ,,v )
OA,� GENERAL NOTES , y,,
i/
III 1. SYSTEM DESIGN,INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH NFPA 13(2013 EDITION)AND LOCAL FIRE .4111C
•PROVIDE 4-WAY EQ BRACE "r I +Q �/ r'
' AUTHORITY BFLEX COUPLINGS f mob /� Cl
4.11111300
I . 2_ ALL MATERIAL AND DEVICES TO BE U.L.LISTEDAND/OR F.M.APPROVED FOR FIRE SPRINKLER USE. ' 0 {sn J . ' f`
I ° 441113/411.1110
EXISTING 4•' FLOATER MAIN I ,�9*®
3. FLEXIBLE HOSE CONNECTIONS TO BE USED.HYDRAULIC LOSS ASSOSCIATED WITH THESE CONNECTIONS HAVE BEEN : -���
1 ' FACTORED IN TO HYDRAULIC CALCULATION. 00 t, m ty a
/. f 4. ALL SYSTEM PIPING 1N1 AND LARGER SHALL BE SCHEDULE 10 BLACK PIPE WITH GROOVED FITTINGS 8 GROOVED RIGID PIPE DOWN TO CLEAN ROOM CEILING 7/>"Ai B e
{ T --- �}
COUPUNGS CEILING Ant"A.F.F. 4 :, ^J oY .r `�
WOMEN -._--
to
PJ tT} I > Fo
I I I ,> In I , Iii I 5.PIPE SHALL BE MANUFACTURED TO MEET ASTM A135 STANDARDS.CRR VALUE=1.00R GREATER 'A �/ /� /,%"
Ii I d�d- K ® q °.nit 6. ALL HANGERS SHALL BE DESIGNED,SPACED AND INSTALLED AS PER NFPA-13,2013 EDITION,CHAPTER'S.MAX LENGTH OF ./J a / r
-- "--.1 R i III UNSUPPORTED ARMOVERS SHALL BE 24'(PRESSURE LESS THAN 100 PSI)110, 10 . 8 - /
,t� .. � i� ) 7. SPRINKLER LOCATIONS AND SPACING PER NFPA 13.2013 EDITION AND MANUFACTURERS LISTING. i,
/�c 1EN r. I;le it F /h/ /� .7 E { jai al
_� lit-din _F-f J ii SYSTEM DESIGN NOTES '`
�� rO
1 THIS AUTOMATIC SPRINKLER SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS IN ACCORDANCE WITH THE + 4
REQUIREMENTS OF NFPA 132013 EDITION DENSITY AREA METHOD. FIRE SPRINKLER SYSTEM IN AREA OF WORK IS DESIGNED :r:r - / '
j TO ORDINARY HAZARD OCCUPANCIES.PERMISSIBLE DECREASES AND REQUIRED INCREASES FROM NFPA 13 SHALL BE APPLIED ' '�. _. / -
TO INITIAL DESIGN AREA // / ,
/ •` /
E' I // - /; Ej
11++1
r} ORDINARY HAZARD GROUP 2 WET SPRINKLER SYSTEM DESIGN CRITERIA:SERVICE BAY ✓� " �:i// .2-,
ISI r
tl 1� A 020 GPM/SOFT DESIGN DENSITY /r /
GI 8. 250 GPM HOSE STREAM DEMAND � i /j �1
C. 130 SOFT/SPRINKLER MAXIMUM COVERAGE. -D „4
E. ALL SPRINKLERS SHALL BE QUICK RESPONSE J7?, m
F MAXIMUM GPM/SPRINKLER 26 GPM, MINIMUM GPM/SPRINKLER 21.2GPM. •
• rr; /'� t /
I i WATER SUPPLY DATA: ... . ....... ,. + �
II STATIC PRESSURE: 104 PSI 1"DRAIN CAP FOR AUX.DRAIN
.../....
1 — ---r '—i -- ''L RESIDUAL PRESSURE 98 PSI -
.
FLOW: 1567 GPM
s";we coF4 .I SOURCE TIGARD,OR to
, „° I Lal#-.l Z
O_
.,. ! I ctrr _ OEM{ 1 I HYDRAULIC CALCULATION REFERENCE POINT: O
I krx ./ LU
P I ,: 1 5
I I I +ul
MAIN LEVEL - FIRE SPRINKLER PLAN re
i ,, 1 ' Rg r SCALE: 1/8"=1,-01
irr I }
(EX) FIRE SPRINKLER RISERII .wit i1
- I^ 7.--� ;Il ME 1110 °��FENI
ii
\�N $r T) / 'I„ 1-..._.,.:::i" I; I°° °' OFFICE /
EAST SYSTEM PIPING LEGEND CEILING LEGEND
IJ
�> _ 1. I I Ij
0
_ ...... , n :::: �'� V J ' Lf>W_1 OFFICEOFF J • I
o I 1 I F-
GIXifCNCNCY NOM.PIPE SIZE EXISTING PIPING l RECESSED LIGHT 'c 0
f( i� • `� CmJ I __ co fa
rn
1 i r% v
V
o
—4'—T— ' C i--- j
NOM.PIPESIZE NEW PIPING HIGH-FLOW HVAC UNIT o
CUT LENGTH ., Q
d CMCM
m
3
a a a a a a
/\ MAIN LEVEL - AREA OF WORK
H 6T4
Hydraulic Information
OCCUPANCY CLASSIFICATION Ordinary Group II
DENSITY 0.200gpm/ft'for 630ft(Actual 6301t') g
TOTAL HOSE STREAMS 250.00
TOTAL HEADS FLOWING 8
K-FACTOR 8 en
O gel z
TOTAL WATER REQUIRED 416.46 N
TOTAL PRESSURE REQUIRED 60.057 p4 w
BASE of RISER(gpm) 166.46 II\
, g
BASE of RISER(psi) 57.826 ^
SAFETY MARGIN(psi) +43.426(42.0%) r, ww 0
1_4 v O Lu
w
Sprinkler Legend C Z A g
Symbol Manufactured SIN Model Quantity K-Factor Type Size Response Orifice Finish Temperature Note I Ce)
+g
U Generic R3612 FIFR LO 6 8Pendent °/4 Quick 17/32-Chrome 200°F NEW GR SSP Ol '
W 4t
i vi
Lu
oEn. w
Pm v�
PIPING AND HANGING DETAILS EARTHQUAKE BRACE DETAILS p
d ire
linN
SAMMY X-PRESS 20 INVERTED BEAM CLAMP MAIN PIPING SUPPORT DETAIL DROP TO SPRINKLER LONGITUDINAL BRACE DETAIL LATERAL BRACE DETAIL
WACO' Ailtar IE MIEFE.......IN, WENENWEENNICEEME V.mn....a..FINVOL ..o....vw ....va...,a................I....O.o......>...............nw........ CONTRACT NUMBER:
1 SPRINKLER STEEL BEAM/JOIST STEEL BEAM/JOIST LG1666
PIPE
1_ — METAL DECK I-BEAM 0 UNISTRU7 TOLCO FIG 828 - TOLCO FIG 828 - -
i CLAMP 1"ELBOW —° ����� r,– DRAWN BY: JOSH MILLER_
3
SAMMY XP20 I ,N.........,W.....C...................................s r........ ......... ....................u..�......... ............:
ESE 1"SPRIGI DATE: 12/29/2017
�--TOP BEAM CLAMPYAWS 497...7%115 r I co PROFF TOLCO FIG 980 4� TOLCO FIG 980 M� 2 0 4 8
All ALL THREAD ROD lot - NEW BRANCHLINE ,+CLAMP �g� �ptGINEF9 `r/D Digi•tally signed BRACE ANGLE .� BRACE ANGLE _ I. -1 I 1
impo
-+---ALL THREAD ROD '' DOUBLE UNISTRUT—r- = 1"X 3/4' RC 80785PE r' 45°-60° t 45°-60°
L ! "' 2� 9 by Jared Hill 1"SCH.40 PIPE r 1"SCH.40 PIPE SCALE 1l8"-i'-0"
i TOLCO FIG 4L ; FLOOR/AREA:
SWIVEL RING SWIVEL RING lirDate �� •V ci:
/ M CEILwG _......__ i1 OREGON o CLEANROOM
PIPE PIPE L22017 12.31 ' , SPRINKLER PIPE
Qe. ;� 9i(. 00 TOLCO FIG 1000
;,.. y _ UNISTRUT BOLTED TO SEMI RECESSED v,9 '1AY 08• ��. '11 (I,'7r3q,_�81�OF , 'FAS7CLAMP" , SHEET NUMBER
ROOF STRUCTURE CENTER OF TILE SPRINKLER • qFp A N‘ , ; E
RELIABLE F1FR LO SPRINKLER PIPE
FP-1