Plans (72) FPS2021 -00106
RECEIVED t11 western States
Fire Protection Co.
SCOPE OF WORK SEP 71021 FINi `"gd&e4u"d O
L►TY OF TIGARDPoweeeo ar API CMUP
C• --- -��"--�-�': DESIGN AND INSTALL NEW ANTIFREEZE FIRE SPRINKLER SYSTEM TO PROVIDE COVERAGE FOR TWO NEW CANOPIES 17500 SW 65th Avenue
4 4.3 5 1110" 6 7 i LOCATED AT FRED SHEARER&SONS OFFICE IN TIGARD,OR.ANTIFREEZE SYSTEM IS TO CONNECT FROM THE EXISTING BUILDING DIVISION Lake Oswego, OR 97035
I WET-PIPE SPRINKLER SYSTEM,WITH ANTIFREEZE COMPONENTS LOCATED IN THE EX. RISER ROOM AS INDICATED. Tel. 503.657.5155
- aca y;t` I SYSTEM DESIGN SHALL BE INACCORDANCE WITH NFPA13 2016 EDITION AND LOCAL AUTHORITY.
I OR License# 104570
CEILING r _!- "�_ WALicense# WESTESF136QF
AUTHORITY HAVING JURISDICTION:
r-91A AFF L CITY OF TIGARD
AVOIDGLB.CONC INTERFACE <� c 13125 SW HALL BLVD.
NTS
-' aP�`X ' ^` e _ `•; 503718-2439 223 ALL DRAWINGS,,SPECIFICATIONSA OF DOTE WORK
_ TIGARD,OR 97
.TFL PRODUCTOF THE SERVICER FOR
PROJECT ONLY
^—_J - 1 ry(a r-0 ► "9 ;._ INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY
------- -- -- -- -- --- . --" --- -`---' AND SHALL REMAIN THE PROPERTY OF THE ENGINEER
_
------- _______--
-- -T--------f— --(----T------ ------- - * �._____ FREDS SHEARER
SONS WHETHER THE PRaecrls COMPLETED OR NOT,
-_K r.-- FRED SHEARER&SONS REUSE OF ANY OF TH E INSTRUMENTS OF SE IVKJE OF
r'1 ------ - - '--- --`- -"-- '_75 B 6015 SW HUNZIKER RD. THEENGINEER.BYTHEOWNEROREXTENSIONSOF
STAIR a2 _ ') ' I TIGARD,OR 97223 THE ENGNEERSHALLBEATTHEGWN RSRISRANDTHEON OF HE
NOUNIGHTFPCAVERAGE REO'a 503-520-9991 OWNER-
X,64BUSTIBLE CONCEALED CORE THRU CONC.WALL \ HARMLESS THE ENG NEEER FROM ALL CIA MB,HOLD
sP Ewm+sruw�earnar - I I CITY OF TIGARD,
REVIEWED FOR CODE COMPLIANCE DAMAGES,AINSTRU ENSIOPSE ICESYTNEYS'
FEES ARISING OUT OF UNAUTHORIZED REUSE OF THE
ENGINEERS INSTRUMENTS OF 6ERVICf BV THE
' OWNER OR aY OTHERS ACTING THROUGH THE OWNER
(E)DE Ap^Fp-/r'Roved:� ]
x
GENERAL NOTES Qlli� INLOCATIONS SUBIECTTO FREEZING CONDITIONS,IT
t ISTHE OWNERS RESPONSPRINLER PROVIDEA EAT
(E) , ] THROUGHOU71NETPIPE URE$FOR SPRINKLER NDOTHEREA3
b ,` {�c'�/� 11 /�/•� OF IN VALVES CONTROLLING
DRY WATER S PPLIES OTYPES
� � 0'd ! , PcrmIt#: E&SQ-CC-Jp(IrC In � 0 OF VALVES CONTROLLING WATERSUPPLIESTD
v E{LINO
zor EAFF 1, SYSTEM DESIGN, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH NEPA 13(2016 EDITION)AND LOCAL SPRINKLER sysTEMs.
_ �+ (E)CONFERENCE I FIREAUTHORITY Address: RD-jS HLzrl ry
i r
- FPCOVERAGE REOD.
GGMBUST-BLE CONCEALED , 2. ALL MATERIAL AND DEVICES TO BE U.L. LISTED AND/OR FM APPROVED FOR FIRE SPRINKLER USE.ANTIFREEZE Suite#' di8086!
�p RSTAINED 1xa __ SPACE WITH STUDS,>W AP SOLUTION MUST BE LISTED IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. 4 $ Date: a- a IN L-
CEDAR SOFFIT q � G F (7 a 46 I 3. ALL 1"SYSTEM PIPING SHALL BE SCHEDULE 40 BLACK PIPE WITH THREADED CI FITTINGS.ANY EXPOSED PIPING IS TO(E)WD BEAM t e r - P BE PAINTED BLACK FROM WSFP. 1 PE
?oa 0 23 , e° ♦ I Digitally signed by Brandon Koonz
as ap 4. ALL SYSTEM PIPING 11/."AND LARGER SHALL BE SCHEDULE 40 BLACK PIPE WITH GROOVED FITTINGS 8 GROOVED
__ (E)OFFICE RIGID COUPLINGS.ANY EXPOSED PIPING IS TO BE PAINTED BLACK FROM WSFP. OREGON
SOUTH CANOPY - _ — - -- -- -- — {„ , �i
I -�` 1{
SLOPE UP �{ * * I 5. PIPESHALL BE MANUFACTUREDTO MEET ASTM Al 35 STANDARDS CRR VALUE-1.00R GREATER VALIDITY OF PERMIT
PENDERTB'.UNOBSTRUCTED-SMOOTH CEILING 22 'E + S ` b tZ I 1 2 ,
coNsrRucnoN ; I ,R`e � RQ ABL E)CORRIDOR QA .5 I , THE ISSUANCE OFA PERMIT
LIGHT HAZARD-COMBUSTIBLE UNOBSTRUCTED - �t7 �1X J115 a$ayh 1Y t% 1u rx b I Tr 1v a 4 1v 6. FOR CLARITY, HANGERS ARE NOT SHOWN ON DRAWINGS BUT SHALL BE DESIGNED AND INSTALLED PER NFPA-13. BASED ON CONSTRUCTION C'
WITH NOM MAX.CO ERAGEMBE.1 I m I - i , DOCUMENTS AND OTHER
nsFr Ax.covERAGE.+s-o Mar SPACING- - - - - Tau rc r-0 r-0 r-0 r-D ro -0 7. ALL PIPING SHALL BE HYDROSTATICALLY TESTED @ 200 PSI FOR (2) HOURS, EXPIRES: 6/30/2023
21 --- —"- —� -_-- - I � , DATA SHALL NOT PREVENT
uPRlcHrs.OBSTRUCTED-STEEL wRNN I g �� p ( 8. ALL ALARM SYSTEM WIRING AND INSTALLATION IS BY OTHERS.24 HOUR SUPERVISION TO BE PROVIDED BY OTHERS. THE CODE OFFICIAL FROM REVISIONS
CONSTRUCTION lBNra TED-STEE LYwoo° -coRETHR6CONC WALL
I , REQUIRING THE CORRECTION
SHEATHING ABOVE,CEDAR CEILING BELOW. I 'm INBrALLAIBOVE BAFFLES 70 10.OTHER CONTRACTORS TO PROVIDE ANY ELECTRICAL WIRING, FIRE EXTINGUISHERS, HYDRANTS,THRUST -
LIGHTHAZARD-COMBUSTIBLE OBSTRUCTED " ! ` ' BLOCKING,CITY WATER CONNECTION,EXCAVATION,BACKFI LLI NG AND SYSTEM MONITORING. OF ERRORS. OSSC 105.4 NO. DATE DESCRIPTION
WITH MEMBERS<3 FT ON CENTER'. FPt 0
iso m it COVERAGE,u•-o MAX SPACING- 11. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE STOPPED. FIRE STOPPING MATERIAL SHALL 06/25/21 FOR APPROVAL
q Rd ( ¢ (E) I BE INSTALLED PER MANUFACTURERS INSTRUCTION BY OTHERS.
_�-. ' !2R (E)OFFICE 1
- s (E)OFFICE , 12. HYDRAULIC PLACARD SHALL BE POSTED ON RISER. ---
203
/2\
FP COVERAGE REO•o- '�, I 13.WSFP WILL NOT BE RESPONSIBLE SHOULD THE MINIMUM WATER FLOW VALUES NOT BE SUPPLIED AT THE POINT OF
COMBUSTIBLE CONCEALED. (E)ENTRY D I CONNECTION OF THE HYDRAULIC SOURCE NODE PLEASE PROVIDE 3
SPACE WITH STUDS>6-APART a I --.
J ,� ,+•sA�`` COMPLETED NFPA 13
MATERIAL AND TES DRAWN BY
Ell
M T
T I CERTIFICATE AT Kevin Olson
- — -— --
A --- - q_r —_ - - - J— __ - — — _ — o-- T__,a< F _ __ —_ -- - A SYSTEM DESIGN NOTES - evin.Oson@wsfp.Os
f J r FINAL INSPECTION kevin.olson@wsfp.us
- '
_ , _ -
♦ $ OPEN '"- '"� OPEN _� __—_. I -- L �Q I OPEN _ m' 4
ROu IGRT FP covEancE REaD: d _. — - — �--'. i' ` ' OPEN 1 I �_-1 I�. �-' THIS AUTOMATIC SPRINKLER SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS IN ACCORDANCE WITH THE WSFP PROJECT NUMBER
MBusn BLE CONceALEo j =' -.._1 ;�_ — — — — t (.,, — —, REQUIREMENTS OF NEPA 132016 EDITION DENSITY AREA METHOD. FIRE SPRINKLER SYSTEM IN AREA OF WORK IS
SP CE WITH STUDS N6-APART _ _ —'�S`1'�x4— —H&S"r, -1 LG5726
DESIGNED TO LIGHT HAZARD HAZARD OCCUPANCIES. PERMISSIBLE REDUCTIONS AND REQUIRED INCREASES FROM
CI I I Lose\ r - (OPEN r NFPA 13 SHALL BE APPLIED TO INITIAL DESIGN AREA.
I,I I � o � ' 1�� (i I E
1� ( \I_ �i I �I I LIGHT HAZARD WET SPRINKLER SYSTEM DESIGN CRITERIA: E a a
II h l - - I p o
I, I^ SLOPE 11
- - A 010 GPM/SQFT DESIGN DENSITY
B MINIMUM 1500 SQFT DESIGN AREA,WITH REDUCTIONS&INCREASES PER NFPA 13 v) w v
OPEN i OPEN I� iI II I N ��'' ' I , C 100 GPM HOSE STREAM DEMAND N o 0
D. 225 SOFT/SPRINKLER MAXIMUM COVERAGE, UNLESS NOTED OTHERWISE C L L
I n +u n LL U O
j {VI II I I a w-�- —Q` I , E. ALL SPRINKLERS SHALL BE QUICK RESPONSE
{ � II i Q j) II B-0 M1.B 611h tOK 3S, 2d -0 ab
t + 0'6 CE Y Y
WATER SUPPLY DATA: N
tci ioz �1a3 15:., los. /
I +04 STATIC PRESSURE: 102 PSI
RESIDUAL PRESSURE: 96 PSI d
I l I II —.— — — I , FLOW: 2350 GPM N
cam_, OPEN�� __- — -� — — — — — OPEN
( _ / SOURCE.WSFP
_ DATE:8!12/2021
- - 0a�
OPEN '�.� OPEN
CIL
ANTIFREEZE BRANDITYPE: VIKING/LUBRIZOL FREEZEMASTER H a
a
ANTIFREEZE SYSTEM VOLUME: APPROX. 18 GALLONS
O
\ TOTAL SYSTEM PROTECTION AREA: 767 FTR TOTAL FOR BOTH CANOPIES. U m
l6 10 N
A.-. -BUILDING CODE CLASSIFICATION tT Y
� -OCCUPANCY: B,8-2 N
STAINED 2.CEDAR FRMG , -CONSTRUCTION TYPE:V-B
EAST CANOPY 1e'OO,TYP
4 4.3 5 6 OBSTRUCTED CONSTRUCTION WOOD JOIST
CONSTRUCTION Q I'J OC. , - ` d
LIGHT HAZARD-COMSUST15LE ENDa3TRBGTED HYDRAULIC - SYSTEM HYDRAULIC - SYSTEMCL
WITH MEMBERSMAXOERG CENTER DRAWING LEGEND: 0'^
130 FT• AX.COVERAGE.15-0 MAX SPACING. , VJ 41 K W
This building is protected 1 This building is protected oLE. LL
* 10'-6FF(L CENTERLINE OF PIPING ABOVE FINISH FLOOR(EX.) by a Hydraulically Designed by a Hydraulically Designed 2 LL U_
* D'-BTS(Z CENTERLINEOFPIPINGBELOW TOP OFSTRUCT/CEILING(EX.) Automatic Sprinkler System. Automatic Sprinkler System. y N
Z v v
5S, HYDRAULIC REFERENCE POINT Location SOUTH CANOPY Location EAST CANOPY Q
DENOTES 2-WAY LONG.OR LATERAL EQ BRACE No.of Sprinklers 4(PENDENTS) No.of Sprinklers 6 K
Basis of Design Basis of Design 0)
DENOTES 4-WAY EARTHQUAKE BRACE 7 O v
1 censor .10 GPM/SQ.FT ceswTv 10 GPM/SQ.FT.
W.0TO NODE t --- DENOTES HANGER 2 cesrWEDAAEA«uscH.RCE 302 SQ.FT. 2.DESICNEDAREAOEGs FARCE 465 SQ.FT In m
(FLow TEST souacE) ` DENOTES HANGER& BRANCHLINE RESTRAINT System Demand (ENTIRE) System Demand (ENTIRE) ¢
_ `
--CITY coNNEcnoN AT STREET _ � � � - • DENOTES NEW PIPING BY WSFP 1.cru MscnARCE 66.60 GPM +.GPM RscHrRCE 95.36 GPM �
IDI UG) 2 RESIWALPNS UREATTHE 2.RESIDUAI-PRESSUREATTHE
- ,-„ -- -y BASEOFTHERISER 62.323 PSI 6ASEOFTHERISER 7x'803 PSI S
_ _ IDI UGI DENOTES EXISTING PIPING TO REMAIN 1 HOSE STREAM ALLOWANCE 100 GPM e.HOSE STREAM ALLO.YAROE 100 GPM E
� a �,\l FLEXIBLE HOSE DROP Occupancy Classification LIGHT HAZARD Occupancy Classification LIGHT HAZARD
I co IP
GROUND LEVEL FIRE SPRINKLER PLAN Commodity Clause Height N/A Canmod ty Classification N/A
Maximum Storage Height N/A Matdmum Storage Height N/A
u^BUTTERBALL Hydraulic data placard information �Hyd aulic data placard informal on y NORTH
VALVE WITAMPER� 1r
RN urRxrrrtFrrAVERACE FrwvERACE REODTHSAREA. EX.WET SYSTEM MAIN 1 /8 — 1 FOOT
READ THIS AREA.CCNCFlLLEo COMCEALEDSPACEWUH I TO BUILDING
SMCf PATH JC8T9�FABWi J063a rAAART Ml
NEW 6'X VA"MECH TEE 2 D 4 a
FOR ANTIFREEZE SYSTEM I I®
TO NEW CANOPIES - -NORTH
•mom- - SCALE 1/8" = V-0"
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AT 6'-S AFF ,A
EX.FIRE DEPT CONNECTION YI
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BACKFLOW DEVICE _. _ _ __ EASTCANOPY N M
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6 41 C4
1 $015 SW HunrrkC �`+
SAMMY SCREW IN -1 r`
WOOD SIDE SIDE BEAM BRACKET STEEL SAMMY SIDEWINDER Rd.TIgl OR 97221 ` O
% 8B(�IE A VES WOOD JOIST C =
AT T-6 AFF \
_ I V SOUTH CANOPY
DRAINourLEr, J WOOD JOIST - . ._-.. ZEE PURLIN--� O fn
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Fill
AND VALVE 2X Joiid
st
Wood Joist \ 1/2"THROUGH BOLT
SIDE BEAM BRACKET - SAMMYSIDEWINDER ,I W
----- 1 ' 3/8"ROD - �3 x
IWCHECKVALVE \
I`
„ WITH 1l3Y HOLE All • ALL THREAD ROD W
IN CLAPPER Thread Sammy LL,
Rod GST 20
—EX. ERGROUND SWIVEL RING- NORTH
J — - RISER ROOM SWIVEL RING
Swivel
— Pipe ' VICINITY MAP
P
0 BUILDING SECTION A SPRINKLER RISER DETAIL
RI� P'� — O 0 PIPE PRINTDATE
L 108/25/21
x I 08/25/21
I
-- - - - _ - - -- N.T.S.
1/8 = 1 FOOT 1/8 = 1 FOOT —
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