Plans (47) FPS2018 -00144
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UNDERGROUND PIPING NOTE' GENERAL NOTES
/ / RECEIVED FIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN
ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE
ALL UNDERGROUND IS BY OTHERS / / OCT 17 2018 AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2013
OF TIGARD/ Q FIRE SPRINKLER SYSTEM TO BE MONITORED AND SUPERVISED
FIRESTOP POINT OF CONNECTION * T-01± INSIDE OF BUILDING / ING DIVISION BY THE BUILDINGS HIRE ALARM SYSTEM. BY OTHERS ALL
SYSTEM AND
SITEPLAN IS SHOWN FOR HYDRAULIC PURPOSES ONLY THE FIELDS APARTMENTS RT M E NTS / / / / / COMPONENTIS TO BEI NG PERFORMED BOF FIRE YOOTHERN
YDTRADE DIVISIONS.
ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED
BUILDING 3 ®COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS.
ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED
COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS.
TO BE HUNG AS PER NA 13.
TO BE FULLY SPRINKLED / / / / s ALRINKLER NGL WELDING UTO BE DONE BY A CERTIFIED WELDER IN A
/ FABRICATION SHOP PER NFPA STANDARDS.
AS PER NFPA 13 2013 AND ALL / - - / / o QQ SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per
> > / _ NFPA 13 STANDARDS AND LOCAL REQUIREMENTS.
STATE AND LOCAL CODES AND ORDINANCES / / / / \ T UNDERGROUND AND ABOVEGROUND PIPING BE HYDRO-
/ / / / / o �\ Q STATICALLY TESTED AT 200 PSI FOR 2 HOURS.
( ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE
® T e / / oQ� / ♦ REQUIREMENTS OF NFPA 13 TABLE 6.4.1.
10 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1
STANDARDS AND LOCAL REQUIREMENTS.
11 SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13.
/
OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME
DOMESTIC MATERIAL NOT REQUIRED. 10-0
e ° eee� ®meeee
® 7a SPRINKLER HEADS ARE NOT CENTER UNE OF CEILING TILE.
a / / o®® 8 -f. ® ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY
VARY DUE TO CONSTRUCTION CONDITIONS.
j - - / m / / o ° 15 ELEVATION OF PIPE SHOWN AS [+0-0] IS FROM ABOVE FINISHED FLOOR
FLOOR AND ELEVATIONS SHOWN AS [*0-0] ARE FROM BOTTOM OF
TOP OF STRUCTURE DOWN.
s PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135
BLDG / / /'O i II / / / V I O AND OR ASTM A795.
S I \ / / - ' A , / �® �� a� f ALL LINE PIPING, ARMOVERS, DROPS AND SPRIGS:
BLDG 1 _ CLU - - _ _ CPVC - CEMENT ENDS WITH THREADED OR CEMENT OUTLETS.
/ i ®o i ° 17 IN ROOMS NOT EXCEEDING 800 SO FT AND OF UNOBSTRUCTED
I g L p G B H O U S E / / o i �/ °
CONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED
47, 838 SF 2 g 3 342 I ' o 0 0 0 0 0 o m e �� // I NOT MORE THAN 9' FROM ANY SINGLE WALL. IN LIGHT HAZARD ONLY.
4 0,222 S F S F\ I // - AS PER NFPA 13 8.6.3.2.4.
`� I _ I _ 1 II ° 1B SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR
2 I v,�} _<,y �I II ° LANDINGS
OF AS PRNNONCOMBUSTIBLE CONSTRUCTION
80N ANDNOTUSED FOR
1 I F o
1g SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE SPACES.
BLDG NFPA 13 8.15.1.2.1 & 2. ALL CONCEALED SPACES ENCLOSED
° WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION
I 4 I� SHALL BE PROTECTED BY SPRINKLERS.
� 8 ° 20 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS
48, 990 S F g L p G 6 II 0 100 P.S.L, BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT
POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER
THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE
I 0 UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END
_
563608 SF ° SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN
r-AKEY -NOTES : m o 0 0 0 o m o m m o o o m o e o _ _ ± _ _�_ o e o o o m_ o= o e II ° 12° NFPA 13 9.2.3.4.4.1 & 9.2.3.5.2 1, AND BRANCH ONES SUPPORTING
.. ° PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED
I o 0 92-0+ ___ I o o e o OVERS EXCEED 12". AS PER NF .5.2. .
- - --- _ V _ - - _ __ � ora•a
° ARM RS THAT EXC PA 13 9 2 3 1
4" 0900 28-0± � � m m o 276-0+ == == o _ 8 m12345�0, 8
4" C900 44-0± � �o °0000�meoe -20 - _ = = _ , °
4" 0900 17-0± om ®� o e® o0 oe e o e 0-0± n� sc.4LE IN FEET
L
4 4" C900 46-0±
FLOW TEST INFORMATION W4;N E VICINITY M A P
5 4" C900 106-0± SITE STATIC: 104 PSI
RESIDUAL: 25 PSI YG a--Ef-�1�1C � T ,4 I L e NTS
4" 0900 46-0± A Flow: 2500 GPM PROJECT
SCALE - 1" = 50'-0" CITY WATER 3 LOCATION
ALARM BELL OR HORN/STROBE 50 D 25 50 100 WYATT TE PROTECTION RPE PARALLEL TO JOIST
DATE TEST TAKEN: 5/4/18 DOUBLE FASTENER SIRUP lax HEAD FASTENER Ra "- " ,
FIRE DEPARTMENT CONNECTION IUNDERGROUND: 8" CIRCULATING
ORIFICE: 4" 8.15.1.2 Concealed Spaces Not Requiring Sprinkler Protection.
MOCD TRIRS, M11p1 muss. ' *=
6" FIRE HYDRANT ASSEMBLY PER TIGARD G A R D STD DWG 542 require
sprinkler
Concealed spaces filled with noncombustible insulation shall not .
9 requue sprinkler protection. 2'x�,y��
8.15.1.2.7.1 A maximum 2 in.air gap at the top of the space shall be permitted.
PE PERPsNDICULAR TO JOIST PARALLEL TO JOIST
a
3.4 3.3 3.2 3.1 DOUBLE FASTENER STRAP-
TRAP HEX WA FASTENER PPE (PERPENDICULAR SPUR 70 BELOMT
Loop Offset Change of Direction WALE FASTM�+"�SIDE YOUNT HEK HEAD FASTMER 3
1/4 L Long of Pipe WOOD TRUSS
O
w:
3.1 3.2 3.3 3.4 y5 L L 2•:_LILOIX9IG '
Lq
1/2 L ' - BETWEEN JOISTS e
WMin+ 6'r Min 1 e SWA.Iu
-` DOUBLE STRAP PIPE HANGER
TO ROOF BUILDING 3 r R
1/5 L 1/4 L �1e-e1z• - - - - - - - NTS
KEY:
EXPANSION LOOP AND OFFSET CONFIGURATION Hanger or Guide TABLE M TABLE N 7
o n%rcx As wucn,<D.vreR+;wwxre swot gsm¢r u*au
Not to Scale I Restraint HANGER s I��I�D DETr�E OPRA��E E HANGER
ran.sxrucsxuroir�rr.xiuuaia,sxrm,errtasuapu,00c. ►Expansion
_ {
I < 3
t TO LOW PLATE ING 3 NU N NWOOD
� n -D° - JOISTS
1
6. 9.
POOL 4'_4 x FINISHED CEILING LINE 2-0
9'-2' STORAGE MECH STORAGE P OL EQUIP I ��FRAME CONSTRUCTION O.C. NOT LESS THAN
_1n7 _ _ Calculation results for Design Area 1 - COMMONS POOL DECK COMMUNTY Y NMOAL MUM
This system as shown on FlRESTOP COMPANY company print no tla[ed 8175/16 I�
I \�I ' � i 6 „i for THE FIELDS BUILDING 3 at 7790 SW HUNZIKER RD CPVC HANGER SPACING NOTES: � p� BLAZEMASTER PIPING SPECIFICATIONS,
3•A - I i - contract no 2016-TF-003 is tlesgned to discharge at a rate of 0.1 gpMit°(L/miNmT)of floor area over FROM TEE FROM EIEOW
a maximum area of 1379 ft° when supplied with water at a rate of 223.9 opm at 97.7 , at the base of the riser. HANGER SPACING HEAD DROP HEAD DROP WHEN THE PIPING JS SUPPORTED BY WOOD JOIST'S
PP more )loves <IDOPS )ooPs 7RUCTURE PROVIDES THE S
\ �iYHose stream allowance of is included in the above. R ( a/t Qtr ESPECIALLOR TRUSSES TTI. STH. JOIST ARE CLOSE TOG 2 Vr FROM THE LOWER rDrA
--- DLEVEL
N -1 Occupancy classification: LIGHT HAZARD Number of heads flowing:5 D. O. .. iv? ams av W Tr TOF
07 THE ONLY YREQUIREMENT WITH THIS TYPE OF R swar meu " tN¢
o v Commodity classification: System Type: Wet t 70 70 7V ZO 10 UC TO PROVIDE VERTICAL RES LAND NOT ESS THANS' MERE
el--2 -T
Maximum storage height Maximum velocity: 26.66 ttls �I ? /P TO' TO 4'0' TO' SIPPORTNG NIN UES
s
n r o17 70 7V rr To,
OF THE SPRIMCI.ER AND ADDITIONAL LANCERS RON I
z 9 : 9- 1 8-D z 3-9 z 1-2 Storage arrangement: suMN'fav
- --I - - _- ___ -- _- - - - A BUILDING SEC110N 7 107 7V To' rr to TRE LINE MAY NOT BE REQUIRED WHEN TRUSSES OR � ev ROD SAW SCREW AS PER USING
Flow from In-Rack sprinklers: 0 gPm Pressure Required at Source: 97.7 psi FPt . e eUPPONT DISITANCE ETNEEN HANGEM JOIST ARE SPACED 2'-0" O.C. OR LESS. AT.HDD UP TO NU NCiWMIC 4"
_ _ - ^I Flow from Overhead sprinklers: 223.9 gpm Pressure Available at Source: 103.9 psi 1/8 1' -0
w n � %? ; m Inside Hoses: 0 gpm Surplus Pressure at Source: 6.2 psi
_, Flow from Outside Hoses: 0 gpm
- 32- 1h4 1 1'z 8-9 Other fixed flows: Oopm HANKER RING
NNxON RING
- _ -
_ _ Total flow in system piping: 223.9 gpm USED NFHEALL PRA78l6rALL®NAIGt4LLWTA!®ATpeABOiEpF
15 J NI , . RESTR RESTROOM Additional flow at/beyond source: 1000om RCLLOO AMRSP 093LY1110114AMD TO AfWMUF
IVAFE e1Kl61Ne41CD4A PrftN3 NODa axLanitNKtNA Irea>f
3._.t]S - Total of all flows: 323. gpm WOWWOOD VHaIDAL POW l.W ROD U=WORM NTLL M W W RKC
DAtvame l -- - - - - s 1z - - _ NOTE! AMILAWN ENF� M �OPE� VALIDITY OF PERMIT aM1z� ) r ya .• N���p N.
p DA Area: 1379 I e-0 aeTm r w' r-zm' elGm r w• Tr
DESIGN AREA REDUCTION / -
• � 2� `EI nsuRrRvzlxa.r * / THE ISSUANCE OFAPERMIT
mnrosruswwewnsrsttw BLOWN N INSULATION B! OTHERSBASED SAMMY SCREW WOOD HANGER ASSEMBLY
5'- 1 C MUMT ¢ 1 7 �.1ror MRacu-, I �
DOCUMENTS AND ROTHI RN N T S
_1_2 urmaamR,urwaremsmn �� BATT INSULATION BY OTHERS)
C; w-,_, DATA SHALL NOT PREVENT
.W) It weem,wr fY31-' \ UNHEATED AREA" SPRINKLER BRANCH LINE
-- - - _ - -- - - - - o.�--- - - -- i snrw news wweemunar \ - }}?b}}
n a< :: ',: ec••..< THE CODE OFFICIAL FROM
o
e.r!«M
1 1
.a•t..te;•y�°tet?={rt3;a•ty;....:•.
..;::r;s:•r e:t:t••s::r<---------..°.,°t•.. t;t e1;��={{e°=`,�?}S°:e se°>.°ate
ivy::a�t�;artt:,..>,, a..°e. ..
03- - * -- -066 - m ewv,ee,crron yr ••••18�•••°r;••
•1 t°°°• °°• °• REQUIRING THE CORRECTION
- -, ,,, - , - - , *•.• � ® RISER KEYED NOTES •,• °°°•
1LA 14 OF ERRORS. OSSC 105.4
J - cuwex-rr uw,n,w
® RISER KEYED NOTES
I M1* ao�s o 1 '
I 4 G9a0 ITIDERGROI�ID SUF�
' Y
1 2"SCH 10 FROM SYSTEM RISER TENTNIPE G OPER SPMMOIR PPE BY OTHERS
A d = a«vRA rmvae x.m ro = N 2 TF1fdJST BLOCK PER NFPA 13 GHAF TER 10 2 2 GRtD FDG CHECK VALVE
iee9� w%a mao N M 3 IPE
4 FLAt�'iED RETAIt�R CsL4NID n, JOIST OR m1155 PEN POW, SRMNKLER
II
4 2" CLEAR SPACE AROUND PIPE O 3 IR BALL DRIP ASSEMBLY "HEATED AREA'
N . ('1'PSUM BOARD COf1NG
OO 5 4 X 2"GRID CONCENTRIC REDUCER 4 2-IR SINGLE FDC CONNECTION
t( , No )mMa 0 czi I 5 ELECTRIC ALAIRM BELL OR HORUSTROBE
3.0 - - - - BY OTHERS
-..- - ,ekelxw ruR
y;y rrr 2 DOUBLE CHECK DETECTOR � � * ALL ELECTRICAL WRING
I BUTTERBALL VALVES AND TAMPER SIUTCFES N TENT N S U E A T O N DETAIL
... ENANEE �-. - - - _ - -
=I 31oa n O ELECTRICALLY SUPERVISED NOF41ALLY OPEN SIGNS AS REQUIRED PLEASE PROVIDE
/
ON _ , i O QPDDNf-P! 9CALE)NES /](
❑O I I i c° TYCO i BSER COMPLETED NFPA 3
o BFP FORWARD FLOW 'A PRESSURE RELIEF ASSEMBLY l®MFHfNl PPPA6NSTN1iDNMEA4YANTA!®ATQ9ABOIEOF
- - Qz MATERIAL AND TEST
7 THRU 1-1/4" MAN DRAIN Na f°N°AE�Aspga°E -YN91AT®rowxra 4°F
d $----2-P-z- t- CAPABLE OF FLOWINCs 6BFP � ITS ® � NF � s OF WW CERTIFICATE AT _
FL FINAL INSPECTION
CPVC TO STEEL --- - _ "O O B 1-1/4 � DRAIN =
�� l 224 GPM a PIT07 OF 24 PSI .R., _
TRANSITION FROM -�- - 1/4^PSI GAUGE j Ov
-- - FDC DETAIL `°`°"`�
FOR HSW UNDER -J I FIRE SPRINKLER PLAN FIRESTOP START POINT RC DRAIN TO EXTERIOR snxicnNE „° AMODAILL ON PfEEMD �
OH DOOR - - BY OTHERS 3 FF 9 HYDRAULIC PLACARD INFORMATION 3/8" 0"
3.DO8 GRVD FLEXIBLE COUPLING AT TOP 4 BOTTOM OF RISER _
® - 3, 2 SO° FT. 1�8 - O 1 4-WAY WAY BRACE a TOP OF RISER I
2 SCH 10 TO FDC PIPING
- - - ® OFFICE COM(
o-ei: 7 s: 3-0 o 2'TO FDC - SEE DETAIL AeNr �
- � 0 NOTE: U.G. TO BE FLUSHED AND sMSEaerArMErArosrAywsaa¢TamIA�
PARCEL o� `"' I SPRINKLER HEAD CABINET W/MM 12 SPARE DADS ��A�,* f CITY OF TIGARD
IFICE6� � tt HYDROSTATICALLY TESTED AS PER eonDMraDRraeAsr�P
s'�fls NOTE. : NFPA 13 AND LOCAL CODES PRIOR TO * ALL ELECTRICAL IURNG BY OTHERS �G 1 oG FOR CODE COMPLIANCE
CONNECTION TO SPRINKLER SYSTEM + SIGNS M IEQUIRED
- ap m - 31 - - - - PIPE OR TUBE LISTED FOR LIGHT HAZARD OCCUPANCIES o TE f� T �1 S U E A T 0 N D E TA E 77506 PE
3.E APPro
a SHALL BE F ERMITTED TO BE INSTALLED IN ORDINARY 10-11-2018 OTC: I j
HAZARD ROOMS OF OTHERWISE LIGHT HAZARD OCCUPANCIES �1oAs sruexa OREGON
WHERE THE ROOM DOES NOT EXCEED 400 SQ FT. NFPA 13 63b2. RISER DETAIL q p� Pcr'Wt 0 �n� � - rn y y
-o CPVC PIPE IS LISTED FOR LIGHT HAZARD O . '::' `.
AND MAY BE INSTALLED IN ACCORDANCE W/ 63b2. 3/8" = 1' - 0" Fp Y I O ti NSP Address: d
R L o Suite#t - -
L. LL - t-2 EXPIRATION DATE:12/31/18 $y; Date: 7h
EASIN B-1
t� EXTENDED COVARGE SPRINKLER SPACING
IMPORTANT NOTICE: ISSUES & REVISIONS DRAWING TITLE: DRAWN BY: B KNIGHT
e TR F BF q FF. o a FIRE SPRINKLER PLAN & MISC. DETAILS B GREEN
NOTE : GLOBE GLIII2 PLAN SYMBOL = CHECKED BY:
IN LOCALITIES SUBJECT TO FREEZING CONDITIONS,IT IS THE OWNERS NO DATE DESCRIPTION
EXTENDED COVERAGE SPRINKLERS CALCED FOR RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SPRINKLER SCHEDULE & LEGEND APPROVAL TIGARD FIRE MARSHAL
�7 20' x 20'- 400 SQ.FT. SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL ESCUTCH. I R E STO P C O .
ALARM BELL OR HORN/STROBE , TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 8/2018 FOR PERMIT / INSTALL .(1T PROJECT NAME: SCALE: AS NOTED
2-t/2"SINGLE FDC MAX SPACING 20 lU/ 10 MAX OFF OBS. � 14 PEND WHITE 155 5.60 1/2" GL5601 GLOBE GL RECESSED
4"UG-SEE SITE PLAN j NATIONAL INSTITUTE FOR CERTIFICATION 6 PEND WHITE 155 11.20 3/4• GLi112 GLOBE GL1112 RECESSED THE FIELDS APARTMENTS PROJECT NO: 2018-TF-003
F7
MINIMUM SPACING BETWEEN HIEADS IS 6r IN ENGINEERING TECHNOLOGIESBUILDING 3
Tye rem*of this aLeDWUon An th l �L p _ 8 0123456-75 16 D 1 SIDE BRASS 200 5.60 1/2' GL5626 GLOBE GL N/A SPKR ON SHEET: 32
Robert L. Knight Jr. �I-J^s 3 PEND WHITE POLY 155 5.60 1/2" GL5601 GLOBE GL RECESSED AUTOMATIC FIRE PROTECTION
IN DaUDed in the twth l&,*I) PROJECT ADDRESS: SPKR ON JOB: 32
Wit--a-a SyAs-layod Te�mn O.+i intm xa caUBmffio(e)Mem mra ► 6 SIDE DRY WHITE 200 5.60 ," cL564, GLOBE OL 40, 3203 NE 65TH ST., SPACE 2- VANCOUVER, WA. 98663 7790 SW HUNZIKER RD
00301 / LEVEL III 100164 04 / 01 / 2021 5C:ALEE IN FEET HEAD CABINET WITH MIN. 6 SPARE HEADS TOTAL COUNT PROJECT 32 TOTAL COUNT THIS SHEET = 32 (P)360-718-8604 LICENSE OREGON/183279 - WA/FIRESCL9220H (F)888-362-5850 TIGARD, OR 97223 DRAWING NO: FP 1 OF 1
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