Plans (42) FPS2019 -00041
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GENERAL NOTES fin 3
TABLE 1 - TABLE 2 THE INSTALLATION AND MAINTENANCE OF SPRINKLER
TUALATIN VALLEY WATER DISTRICT Test #: 1275 MAXIMUM SUPPORT SPACING DISTANCE MAXIMUM SUPPORT SPACING DISTANCE SYSTEMS SHALL BE IN ACCORDANCE WITH IFC 2012 Go CD
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END LINE SPRINKLER HEAD DROP ELBOW INLINE SPRINKLER HEAD DROP TEE w/AMENDMENTS, NFPA 13 (2013 EDITION), NFPA 25 AND C =
<100 p
Hydrant ID 1S1W36D17FH50 PIPE SIZE SYSTEM PRESSURE PIPE SIZE SYSTEM PRESSURE r (p m
FIRE HYDRANT FLOW TEST REPORT H
y THE LOCAL FIRE DEPARTMENT. to 3
Inches <too P.1 >100 Oa Incus d >100 pN
aa• s3• 8• 3!a• a' 3' ALL SPRINKLER PIPING TO BE PER NFPA 13 AND LOCAL 3ECEIVED
1" 1Y 9" 1" s 4'
FI
Location: SW CLINTON ST & SW 68TH AVE Date: 312/2017 1-Ila" 18" 1r 1-Il40 6' s RE DEPT
Test made by: HERB & JAMES 24" 1
THREADED PIPE: SCH 40, BLACK WITH THREADED , JAN 7 2020
1-1/7'3" 2• 1-1/7'3" T T GROOVED AND WELDED FITTINGS.
CITY OF TIGARD
Witness: Time: 11:35 GROOVED PIPE: SCH 10, BLACK WITH WELDED AND UILDING DIVISION
BLAZEMASTER 2000 PIPE CURE TIMES WITH ONE STEP SOLVENT CEMENT
GROOVED FITTINGS
Protect name: CPVC PIPE: BLAZEMASTER OR EQUAL WITH SLIP,
SDR 13.5(ASTM F442) 200 psi(MAXIMUM)TEST PRESSURE (�
HANGER SPACINGSLIPXTHREADAND/ORSLIPxGROOVEFITTINGS Z
PIPE SIZE - Ambient Temperature During Cure Period
NOMINAL SIZE MAX SPACING Inches 60°F to 120°F 40°F to 59°F 0•F to 39°F W aro
Discharge coefficient: .54816 Inches (mm) feet (m) Sees" as min. 1.5 hr. 24 h° ALL THREADED FITTINGS TO BE CAST OR DUCTILE IRON w z
314" (20.0) 5.6 (1.7) 1• 45 min. 1.5 hr. 24 hr. o - O Y o
Inside dia. of outlet = 4.5 inches 1• (25.0) 6.0' (1.8) 1-1la" 1.s hr. 16 hr. 120 hr. ALL HANGERS, MATERIALS, DEVICES AND 0 > w _JLU
1-1/4" (32.0) as (2.0) 1-112" 1.5 hr. 16 hr. 120 hr. INSTALLATION TO BE IN ACCORDANCE WITH NFPA 13 < � o o
Pitot reading = 35 psi Pitot 2 = 0 psi 1-1/2" (40.0) 7.0' (2.1) Y 6 hr. 36 hr. See Nae 1 AND LOCAL AHJ. rn I-_ c v 0
Y (50.0) 8.0' (2.4) 2-1/2"- 6 hr. 72 hr. See Note 1 > U W W -
Q - F � F
Observed flow rate = 1958.3 gpm 2-112" (65.0) 9.a (z.>) L 3° a hr. 72 hr. see Nae 1 ALL AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE � z ir LU \
3" (80.0) 1o.0 (3.0) HYDRAULICALLY CALCULATED PER NFPA 13 AND a.
ul
Flow method: HOSE MONSTER Note 1 For these sizes,the solvent cement can be applied at temperatures LOCAL FIRE DEPT. Elf
below 32°F,however,the sprinkler system temperature must be raised to Y.x 3 Machine(Hex)Bot t1
a temperature of 32°F or above and allowed to cure per the above
Static pressure: 85 psi Residual pressure: 71 psi recommendations prior to pressure testing. (a030/030)swavBrace(Mode11Q ALL NEW PIPING SHALL BE HYDROSTATICALLY TESTED
(007)LocklnyAttachment End(SF) AT NOT LESS THAN 200 PSI FOR 2 HOURS (OR AT 50 PSI
Flow at 20psi residual pressure (calculated): 4487 gpm IN EXCESS OF THE MAXIMUM PRESSURE WHERE THE INSTALLER MAY USE
MAXIMUM PRESSURE EXCEEDS 150 PSI) SPRINKLERS OF
Location map: To be attached to test report and to show which hydrants were Pip.3chetluleGO DIFFERENT
used to monitor residual pressure and flow. Brace Identification Number LAT ALL SYSTEMS SHALL BE MONITORED 24 HOURS A DAY MANUFACTURER
Gage information: - (to be Shown on plan) BYA CENTRAL STATION. THAN IN LEGEND
Hanger No.07C PROVIDED ALL
Static and residual pressure gape: 3602536332 Pitot page: 2-A5F6U-20-1 HILTI Kwik Boll ALL ELECTRICAL DEVICES REQUIRING POWER SHALL CRITERIA ARE
Hydrant information: RATED ASSEMBLY DETAILS DO NOT = - 5 BE WIRED BY OTHERS. IDENTICAL.
INDICATE TJI SPACE TO BE FILLED WITH \ / (en10)SwryBalLockamp Is
S '1 (MD76)Universal Locklnp Attachment EM
� o�'ien ar:cnor �� . '7 (
Hydrant ID Year Make Notes INSULATION OR HAVE 1/2"GYP BOARD TO L� ' ` ' ` `� / ' A SPARE STOCK OF SPRINKLERS SHALL BE MAINTAINED
Flow hydrant: 1S1W36D17FH50 2005 CLOW see map for location COMPARTMENTALIZE TO 160 CUBIC FOOT. H R•dco„w"a� NOM Locking Attachment End ON THE PREMISES WITH THE APPROPRIATE HEAD
PER NFPA 13,THE MINIMUM DESIGN AREA (� q All ThIread CcnOveleve WRENCHES.
HAS BEEN INCREASED TO 3000 SQ FT TO P N M L K H.5 H. I a Ra F wpe,s ned"eno in
Read hydrant: 1 S1 W36D18FH50 1983 MUELLER see ma for location ACCOUNT FOR THIS SITUATION FOR
y p STANDARD SPRAY SPRINKLERS AND 8 A 2 NeeranMm Raises a Pipe wt.dnPan
FIELD LOCATE ALL LOW POINT DRAINS. 'm
SPRINKLERS FOR RESIDENTIAL
SPRINKLERS. + Brace Identification Number: LNG
Remarks: GJ (to be shown on plan) O
TOP-OF PARAPET GZ i ( nw.°n H.oa n.no..a'n w..m•
The mapping, flow or pressure information contained herein reflects conditions on the date and 43� I I >
time of the test. Tualatin Valley Water District makes no representation as to the system's TOP OF PLATE = Z O
ability to meet specific fire flow requirements. Future system capability may differ from the a0'-Y - - MAXIMUM DISTANCE BETWEEN HANGERS
ATT SPA E FILLED WITH INSULATION H Q
flows reported herein because of subsequent modifications to the district's system and/or CORRIDOR a
because flow and pressure may vary by time of day and season. Test gage callibration KING D ] KIN IL (�
STUDIO STU IO NOMINAL PIPE U Y
information available upon request. o° I B TH B TH 1" 1-114" 1-12" 2" 2-1rz" 3" a" rp cc
F3 F2 SIZE (in.) c N
FOURTH FLOOR I I STEEL PIPE EXCEPT
31'•10 12-0 12-0 15-0 15-0 15-0 15-0 10
THREADED LIGHTWALL �
- C I SOTTO W
o KING \D 01 KIN THREADED LIGHTWALL Q CNI
a
STUDIO STU 10 STEEL PIPE 12-0 12-0 12-0 12-0 WA WA WA O
I I
BATH F3 TH Z a a a a a
THIRD FLOOR _ _
21'-10 EQ4 For Loads Parallel or Perpendicular to TJI® Joists DRAWN BY:TLM
INSUL"N If r BOTT II net x 6'x 11'filler DATE: 3/12/18
Q KING D Dl KIN block each side of TJ18web
STUDIO STU IO under top flange PLOT DATE: 12/26/19
B TH F3 B TH I F2 J \
SECOND FLOOR I I \
11'•10'
adds
CONCRETE SLAB '- \
o \ � Swivel Sway brace fitting
S4'diameter ball
Allowable Horizontal
Seismic Loads (lbs)
Fl / Angle toVerOsal(0)
OBEY FLOOR [PLI PATI / Washer
30° 40° 60°
0'.0'1
290 9) No 6 x 2'long g 450 620 690
_ (minimum)drywall
-� - - - __ I ' screws(6 each scat Loads are based on the controlling
� POOLDECK -- - - -- _. L, cannediontothe,alst.
289.9) � _ J Loads include a 133 and 1.60 duration
EXISTING/ - -- -- _-- factor adjustment.
GRADE
REFERENCE BUILDING SECTION
0-1/8"= 1 Foot
MAX 4"PIPE MAX 2"PIPE
Hanger No.07W HANGER NO. 14W
-- ---
.J.1. Bottom Clamp 4,AMY SCREW
--e"" e++_ tee-• s-r 8 e"r rr $-r• e' • I B' DIP ND ROD
y OFFICE COPY
- - $- - - - - - - - w A VALID' n^ *''W
IPUB x sx•,�
r� SW 69TH AVENUE - ", - ss ass - - f L=,s R&MA +roc
ur °m i
h + + + + + + I seem clamp _� YB'TnwaOad sammr avow �' \ , , i. K. )i
IZI
° - :.® .I. ® I • _ w... •_ s ` are•amsed w�' / R•atlt• odHw (t:' I.N� Tensed!
ic R•agadw 6'PVC )'_ npL•25' '• _ Pais
�swhww N.uMMRen
u1 ;� t•T' .K4,��, '.�. 799
. SL•1.OS p
-
6'DIP S-9
�.` (PRVT FIRE) SEE ENLARGEMENT RIM-294.42
• (PRVT ON THIS SHEET IE 6'OUT(E)•287.54 _ aloweePlart
-. Heepn N,anaar,rtl'A•,lal•nalprl N,tw N M:l+anaar Nlnlas aa'A' session
6'DIP
(PRVT FIRE) RESTRAINT ROD DIAMETER SHALL COMPLY WITH TABLE BELOW: a
N L•123' 6"DIP 0"'29"RESTRAINT LENGTH=3/8"ATR
I 30"-40"RESTRAINT LENGTH= 112"ATR CI of Tigard
-- - - - -------- I 41"-51'•RESTRAINT LENGTH= 5/8"ATR City
(PUB FIRE)
. - 52"-62"RESTRAINT LENGTH=3/4"ATR
_ '+ _ . _ - r• b a I� 63".73"RESTRAINT LENGTH=718"ATR App roved Plans
- i 74"-156"RESTRAINT LENGTH=USE CABLING OR 1"PIPING
I
• ti' H
-, � I z 1 BY _ Date ifs -2�
LrJ
FLEXIBLE COUPLINGS TO BE INSTALLED AT THE FOLLOWING LOCATIONS: L1J
6'DIP (1)°Within 24 in. (610 mm) of the top and bottom of all risers,
(PRVT FIRE) Table 9.3.6.4(al Maxinuten Spacing 1ft) of Steel Branch Line
L-1s I unless the following provisions are met: PLEASE PROVIDE _• LLJ
- 6 PVC Restraints lftl M
• , , � . � (a)In risers less than 3 ft (0.9 m) in length, flexible couplings are permitted to be omitted. COMPLETED NFPA 13 � � N
(b) In risers 3 It to 7 ft (0.9 m to 2.1 m) in length, one flexible coupling is adequate.
• I MATERIAL AND TEST _
Seismic Coefficient tC 1 N
L•ea' n (2)Within 12 in. (305 mm) above and within 24 in. (610 mm) below the floor in multistory buildings. C�
Si 0% CERTIFICATE AT
i I s-B When the flexible coupling below the floor is above the tie-in main to the main supplying that floor, a
• RIM-27.50 41.5 < C <- flexible coupling shall be provided in accordance with one of the following: FINAL INSPECTION
IE 6'OUT(w).271.08 P P 9 P 9 p� a
S-6 - s PVD Pipe t in.) Cp <_ 0.50 0.71 CA > 0.71 (a)•On the horizontal portion within 24 in. (610 mm) of the tie-in where the tie-in is horizontal
a IE a-IN
(bi the vertical portion of the tie-in where the tie-in incorporates a riser SYMBOLS z
E a-OUT(S)-27719 IN(w)-27.39 1 .111 36 26 (3) On both sides of concrete or masonry walls within 1 ft 305 mm of the wall surface, unless 0 r Q
L'P
IE
SL-z oz
RIM-vs.7 R 1 !'1 46 39 27 clearance is provided in accordance with 9.3.4 c W
{ ; .I ECIN(N)_27112 g expansion joints NEW STEEL PIPE 2'/"AND LARGER Z O
Pvc N40 1 L"° 49 41 29 (4)'Within 24 in. (610 mm) of buildin ex
IE 6 W7(3)-2795 I ��
t j IE 6"IN (S) (5)Within 24 in. (610 mm) of the top of drops exceeding 15 ft (4.6 my in length to pgrtions of systems
j. '_ I . i• .1 I �`s=3o`o' _ 5 .,;' „ 53 45 3t NEW CPVC PIPE 2'AND SMALLER w
• .(I supplying more than one sprinkler, regardless of pipe size Q
�- 1 - - (6)Within 24 in. (610 mm)above and 24 in. (610 mm) below any intermediate points of support for a '•••••••••••. NEW STEEL PIPE 2"AND SMALLER
-------------- ------ z -
• + .s. .rs . s+ .r= . +s
Faaanen, riser or other vertical pipe , Z
• e i --- ♦ ♦ I I Fasteners
♦ PVC I les regmred7 lee reQulred) 1 Q -
PIPE DIAMETER
• A r -1UJI
°x - PIPE LENGTH U Y
s-r J
Hanger mC Q swrva 1 .r• l\ '--'
,•,,-n IL R` aaaWrrwnb L Z
C PIPE HANGER (-
. . ._. • -.. • e • ��i 1 """'e„a�clnwrlit �Hangsa and ' '�' V)
. .
Rantrainl < d
od Ur 700
- - - NODE TAG It
S-10 -� .- . .. .. „ hand Restraint_,
PIM 280.57 )M-280D6 - - w SEISMIC CODE BLOCK
IL-27755 IE4 OUTrEl=p77•- .__ __ , I M r:
-t tel' �
3_W 70TH AYEZLUE g - - - - -8- -` - - - ^ _ ` d° PIPE ELEV. BELOW ROOF DECK r
Band SEISMIC DESIGN CATEGORY( D ) OFFICE C4 CONTRACT NUMBER
LU ♦ hang Band- r--�{-6 a.n52mm1maximum LOCATION OF PROFESSIONALLY SEALED dAPIPE ELEV. ABOVE FINISHED FLOOR 18-071
REFERENCE SITE PLAN(NO SCALE) hangar ANCHORAGE ANCHORAGE
R Pe• ROOFS,ETO TC. SWAY BRACING AND SWAY BRACING DETAILS COMMENTS �20 DRAWING FILE NAME
FIGURE A9.3.6.I1511h1 Han er+.xith Threaded Rod Ea,ended to Pi Used in Cambinarima(nee Reetraim of Rraneh Liner.
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DOCUMENTS
SUBSEQUENT SUBMITTAL LONGITUDINAL BRACE TIGARD LOBBY FIRE.cad
Zy ) NOT PROVIDED NOT I PROVIDED DRAWING NO a6 SCALE
PROVIDED. PROVIDED'. _ SPEC.SECTION_ NGS PERMRePtANa LATERAL BRACE AS NOTED
- YES - YE3� -- YES - &•OAB71Cp•0.5/
�( BRANCH LINE RESTRAINT (FIELD LOCATE) SHEET NUMBER
�1 FIRE SPRINKLER LAYOUT-GARAGE THIS DRAWING IS AN INSTRUMENT OFSERVICE R REMAINS
1 MFF OESIGN,LLC.R MAY NOT BE r
P
0-118"=1 FOOL P DESIGN, LLC (0) 480-505-9271 THE PROPERTY OF REPRODUCED,ALTERED,OR COME D IN WHOLE OR PART
MFP 3356 E VALLEJO CT (F) 866-430-6107 IT MAYBEUEDONLYFORTHEEXPRESS ERIGINA33I°"°FM`P°E5'G" "°
D E S I G N G I L B E RT, AZ 85298 I T MAY BE USED ONLY FOR THE IXtIGINAL PURPOSE
email: tmack mf desi n.com A«gRESE�Eo°^�'"°�°TE°"�"E MFP°ESIG"' LD
NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
NOTE: ADDITIONAL SPRINKLER HEADS OVER ANDABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANY AND ALL ADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE ANDACOMPLETE, CODE COMPLIANT SYSTEM.
(2)2'/"HOSE VALVE AT STAIR 1 ROOF-�
*T W 01 N
Ito
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Of) 3 co
1 (EX)CIRCULATING 8"CITY MAIN ~ Q
Y U) t7
C> = M
mom m mm m mom m m ETE m mom m 0 mom 0
4"POST INDICATOR VALVE(NORMALLY CLOSED) m m mom ENE no no NONE m m Eno '
1"DRAIN VALVE AND PLUG-"
O
6-Pipe, DI Class 52
Z
1 0_
W
F W �
4"GLOBE UMC ASSEMBLY ' Y uJJ W V #
' ' Q W Z J W
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2"FLOOR SYSTEM DRAIN LIN 6-Valve,F-F Backflow,(IN VAULT) ? > _U w W I'L•
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4 � (N) HYDRANT � LL
In / / / In / In / In
- - Pipe,I Class2— SP INKLER1 4 x 214-X14 a 2%-#8C,Free Standing,Three-Way - - _ - --
RM ; ; INSTALLER MAY USE
2'G"GLOBE UMC ASSEMBLY- ' 054 _____ 1 - -. . 1 _1 �- DIFFERENT
S OF
-_..-
2-Three ad 450 Elbow,D � 'I M TI G
MEETING e•-e" B'-6" �
MANUFACTURER
- - — - -
' — 3'-1 th _ __. — '41v: _ _ THAN IN LEGEND
1'/."FLOOR SYSTEM DRAIN LINE POOL A FIT ES 01 14 PROVIDED ALL
OPEN t ' MSG. RM. ' ' CRITERIAARE M CH
ErIP. CENTE S OR. - to - IDENTICAL.
1051 020
_ 16Q
' 4 14••6 b • OPE1 5
4
7 -N]
aXN a
'
4"STANDPIP OR
; D ' �,-10th '.II ok
4'
40 40
4"FLEX COUPLING' ' 3 3 t 0) m ~
2'/:"GLOBE UMC ASSEMBLI'� 3 ' or ' t� X ''0 O
❑ � � >
:9 cy11/."FLOOR SYSTEM DRAIN LING -0 b- --- -_- 14-F-7to C Z V
2'G"HOSE VALV • 2% I 2y. 2•h ' K 2K 2K 2K 4 + • r
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rV
1*4
PATIIO -
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1 1 1
a' 1- a�y� /.
OP N OPE r W Fo
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4 t VESA TAIR STUDIO ' b STUDIO m - oB
00 180 b 4 Va105 -G Butte y 107 ' I O F a a a a
d x T � Y
v T 4 L1 1 I0.
2"DRAIN RISER b ' S•$t/x S$t/a 6$/ Y� DOUBLE DOUBLE DOUBLE DRAWN BY:TLM
4
QEN
V41 • NG KI QUEEN R QUEEN ' 4 ' 9 DATE: 3/12/18
KING I
• '
4"COMBO STANDPIPE&2"DRAIN RISER m PLOT DATE: 12/26/19
_- _—_ CD io-
� 109 111 113 115 17 119 D UBLE
STAIR 1 STANDPIPE SECTION ,
RR 052 Q 121N
B 0'/:•= 1 Foot 382
Or l -
6-Pipe,DI Class 52 -- -
Tv.re•wa Mx[ss ,
I 1 (2)21/"HOSE VALVES AT ROOF
MIN
11
10 F
C. ,
1
TDP OF V1Er ,
a '
FI G1 ,
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IJ \ \ \ 1
(F3 \/� n 1s FOURTH BOOR 1
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u
1
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ES ,
stwtn I utE dt } {
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r-J FLEX COUPLING(TYP)
\ �
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\ THFD Fl00R
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� 6-Fire Hydrant,Two Outlet
LLjn
v v X10 —. LU
\ > N a
/
4"GRV'D CHECK VALVE � � � d
TAn"
u O
\ r-J \ r J
\ r_J s.r 4"GLOBE UMC -7 `— - W
1. /
r J } L
\ ` � � O c W
E115 SECOND FI2__di��
irf 2"MAIN DRAIN
^ 6"x4"GRV'D REDUCE 4"TO FDC
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O
eI) I g 2%"HOSE VALVE @ 42"AB VE INTERMEDIATE LANDING
W
Z
0.
rAp. / 4"TO FDC 0'1'2' S' 10' rn
WL / / J'J M A MAIN CONTROL ASSEMBLY 'T cr
r- 0'/.'to 1 Foot LL
r_J
r_J CONTRACT NUMBER
4 I r—J s LLJ 18-071
_JDRAWING FILE NAME
LOBBY FLOOR _
TIGARD LOBBY FIRE.cad
C STAIR 1 COMBINATION STANDPIPE SECTION SCALE
0'/:•=1 Foot AS NOTED
SHEET NUMBER
FIRE SPRINKLER LAYOUT-LEVEL 01 PARTIAL THIS DRAWING'SAN INSTRUMENTOF SERVICE.IT REMAINS
1 THE PROPERTY OF MFP DESIGN,LLC.IT MAY NOT BE
=1 Foot MFP DESIGN, LLC (0) 480-50 — REPRODUCED,ALTERED,R COPIED IN WHOLE OR PART
MFP3356 E VALLEJO CT (F) 866-430-6107 IT MAYBE USED ONLYF RTH ORIGINALP PURPOSE FP DESIGN LLC
D E S I G N GILBERT, AZ 85298 email: tmack@mfpdesign.com ALL RIDHTSRE RESERRIGHT VED INDICATEDABOVE,MFP DESIGN,LLC
ALL RIGHTS RESERVED.
NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS, FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALLADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE ANDACOMPLETE, CODE COMPLIANT SYSTEM.
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FIGURE L63.1.2(a) Posifiwling of tiprinklenu Arohl
V Ohsfrut III 61 Disrhorgc(SSUlSSP1.
0
QTABL86.6.5.11 Pnsifinningof.VprinklertmArvwd Z—Q,
c Obmlu firms In D(v ent II SUiSSPrd.Sprap UprighU W
i .Aandnn7.Sprat Pendent LCSU!.S.SP/I to
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Maxi mum:Illo.ohlr llisf 'anrr _ — >- C -"X
Ui•mnrrfmat.Sprinkim nfDrflr<9nrahurc Bottom J Z
- — WORK AREA fn Vide of OAnnlninn�:\i nJ(lhslrvrtinn lBllin.) ¢ W WOO
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MA AGER ( 'Al ES rr.,m n I n o z ¢
-- - ---
1 , -ME N �-S1�I 1 it 1, Ice:than I it 6 in. ♦- 1- = U
4 I (t 6 m I Ir:a Ihm 2(I i W U U IL
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_ 6� _ - _ 3 ft In Ir..than 1 11 fi is N: ~ OC U `f
r- Q q nA 3nfiin. ffim J0 I, a
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612 - ' ' 113 4(I 6 in.to Ic..than S(t 16'G LL
-- 814 __
1
t Srl to lr..than5flfiin. IB
Fi - _.637 70 0- S 0 6 in to lc,,thm 6(t 20
1 ip 6 111 to kss than 6 N 6 in. 24
• 623 824 6 ft b in.to kss than 7 it MI
_ - �'/a — 61 7 0 to 1c."than 7 ft 6 In. 35
INSTALLER MAY USE
66 633 622 4 610 \' F.Stvnm.lin -25imm.ln=n..MWI SPRINKLERS OF
to 636 0 TE
836 + V ULE ♦♦ Nmr:PnAandB. ermmPigaex.6.S.L21a DIFFERENT
SH P r 638 001 A
t� r L4 --c 4 71 — 0 r o 2 662 - 660 to �' 112 ♦♦ MANUFACTURER
THAN IN LEGEND
e'0' 109 IDOR
110 gal 02 108 663 sBal 0 -- - _ too - 863 8 103 . x a� 1��I CRITERIAARE
� s- ' 116 � � • .. PROVIDED ALL
COR .a7A w 4�' tis IDENTICAL.
868 668 " — -- --_ . . 882
g• - 888 1_ g89 233 1� Igo 1 891 162 18aAb 41 669 r 4 670
tau •' r 'm •r, ( 216 N ' 1 a 1 221 2 a 1 �-- 170 1�_ I 693 � Hydraulic Information
219 22 226 r! 228 231 ( ' 234 236 239 241 Remote Area LEVEL 01to m
OB 1'-1 OCCUPANCY CLASSIFICATION Light Hazard Z
9'-0- DENSITY(gpmlfta) 0.07 for 300011'(Actual 304711x) O
'i 2S7 1 70, OOs
TOTAL HOSE STREAMS 100.00 O)
9, i TOTAL HEADS FLOWING 36 W
K-FACTOR 5.6 Z U_
OPEN 721I . TOTAL WATER REQUIRED 556.00 O k
297 n Q TOTAL PRESSURE REQUIRED 51.6 IL Q
DOUBLE DOUBLE DOUBLE # Z ci BASE of RISER(gpm) 456.00
N _ BASE of RISER(psi) 29.4 w a
QUEEN 1 m a Qm Q m EN QUEEN 334 -0- 740 SAFETY MARGIN(psi) •23.0(30.9%)to
o
119 D UBLE DOUBLE 125 127 749
Q N A �
QUEEN ❑ 1 v
F �
121 123 4'3'G ♦♦♦ c C4
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Sprinkler Legend
S mbol Manufacturer SIN Model Quantic K-Factor Type Size Response Finish Temperature Note
Globe GL4910 GL RES PEND 167 4.9 Pendent % Fast White 175'F RECESSED
• Globe GL5601 GL6601 46 5.6 Pendent K Quick White 2000F RECESSED
Globe GL5615 GL5615 19 5.6 Upright K Quick Braga 2000F
Globe GL5601 GL5601 1 5.6 Pendent K Quick Brass 200'F IN CHUTE
O Globe GL5608 Ic 177 5.6 Upright K Quick Brass 200'F
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CONTRACT NUMBER
LV 18-071
DRAWING FILE NAME
Z TIGARD L4 FIRE.cad
SCALE
AS NOTED
SHEET NUMBER
FIRE SPRINKLER LAYOUT-LEVELoa PARTIAL MFP DESIGN LLC O 480-505-9271 THE THIS DRAWINGISANFPDESIMENTOrsMAYNOnEEMAINS FP 1 •4. 1
( ) REPRODUCED, LT RED,OR
COPIED IT MAY NOT R
�J 1 REPRODUCED,ALTERED, RI COPIED IN WHOLE OR PART
FP 3356 E VALLEJO CT (F) 866-430-6107 IT MAY BE USED ONNLYF RTITEORIGINALISSION OF RPOSE FP DESIGN LLC
D E S I G N GILBERT, AZ 85298 email: tmack@mfpdesign.com ALLaGHTRESERVEDYRIGHT��INDCATEOABOVE,MFP DESIGN,LLC
NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS, FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYAND ALL ADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANTSYSTEM-
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S mbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note
Globe GL4910 GLRESPEND 167 4.9 Pendent % Fast White 175•F RECESSED
Lu • Globe GL5601 GL6601 46 5.6 Pendent '/, Quick White 2000F RECESSED
Z Globe GL6615 G11-5615 19 5.6 Upright X Quick Brass 200•F
J Globe GL5601 GL5601 1 5.6 Pendent % Quick Brass 200'F IN CHUTE
O Globe GL5608 IC 177 5.6 Upright 1/2 Quick Brass 200°F
Q Total=410 Z
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2'6'/a I 2-0X I r 6% ( 2' 6'/a I SPACE WITH INSULATION, GLOBE IC (GL5608) THAN IN LEGEND
r43
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rl 4'-6 I I 4••6 V-3% i I W-3% 4••6
IDENTICAL.CRITERIRE
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11/4
__'1'-N'/9 4,?4 Remote Area PENTHOUSE to
�\ OCCUPANCY CLASSIFICATION Ordinary Group 1 2 r 4 >
1 • x + : a o q tr 150 W
DENSITY(gpmlft) 0.15 for 1950ft (Actual 2041ft) W
aP aP ai !9 1 I % 0 NG � ie ~ 114. 1 -0 GA TOTAL HOSE STREAMS 250.00 ^ � O
i v v e ST e, DRY CAPACITY 72ga1 511 875 E
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T• _ --- -------- TOTAL HEADS FLOWING 18 1
DO BLE DOU#LE DOUBYLE 4-1 -0% s 1'-0 K-FACTOR 5.6 'Ile 2 'gel 1 4U1 K
4 �F9 Q Q p % - 154
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U N 1 1/ Q TOTAL WATER REQUIRED 558.38 13'-0 ° ap O r0
4 g 426' I� I 1 1 • `? r 1 TOTAL PRESSURE REQUIRED 69.1 trsl ra 789
r T r r r
4� -0 I -11' BASE of RISER(gpm) 308.36 T-6 - 3 - -
1 D LE DOU i Q A ` 7.3,/�-� BASE of RISER(psi) 38.8 tt 4 3 1T-0 W
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12/18
PROVIDE ON DRY PIPE VEN v 1, 1144 1 .-Cl I!_ II PLOTDATE:DATE3/12/26!19
VALVE: 493 0 1i $ o -- I KING DRY MAINS TO N H 58 >r 58
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RISER MOUNTED AIR is = x r '-11'/f 4�8 PER 10'
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AIR MAINTENANCE DEVICE LINEN CHUTE x 1 1% v DRY LINES TO
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PRESSURE TYPE FLOW A -0 PER 10' _
SWITCH N 39 59
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h I 69 Hydraulic Information 7 O
0-1-2- 5' 10' !�r- -�� 1 --- Remote Area LEVEL 04 1
__- 8'-0" 1 ___7 - - {� OCCUPANCY CLASSIFICATION Light Hazard
DENSITY(gpm/fN) 0.10 for 8ft2(Actual 597ft2) Z O
b 1 93 b I TOTAL HOSE STREAMS 100.00 „
1941 I
Hydraulic Information TOTAL HEADS FLOWING 8 O z
Q
LL J j 1 702 I K-FACTOR 4.9 Ln - w
2' 19 I Remote Area L4 ATTIC i- - W
TOTAL WATER REQUIRED 232.91 ( � J
1 OCCUPANCY CLASSIFICATION Light Hazard
194 707 d 704 TOTAL PRESSURE REQUIRED 73.4 (\ -- Z_
:r 4� an I DENSITY(gpm/fta) 0.10 for 1000ft2(Actual 1095fta)
Z tY4 �IY4 1Ya 1% I TOTAL HOSE STREAMS 200.00 BASE of RISER(gpm) 132.910.
445 BASE of RISER(psi) 49.3 --« U)
8'i% •8% 3'�6'h 6'-9/a I TOTAL HEADS FLOWING 10 Q ~ �
r 3 10 i 35 i - KINE 448 I K-FACTOR 5.6 SAFETY MARGIN (psi) +2.4(3.1%) �
f " I S !1 I TOTAL WATER REQUIRED 434.62 LL
95 37 ,� 153 138 1% I I TOTAL PRESSURE REQUIRED 71.1
TIC _ 414 1 1 ,-0 U I BASE of RISER(gpm) 234.62 CONTRACT NUMBER
4-411 ( BASE of RISER(ps1) 44.0 18-071
9 � � 1% • 137 19 1 SAFETY MARGIN (psi) +4.0(5.3%)
Y a T-8" - - -a DRAWING FILE NAME
91 V2195 UA-
1'S 86 711
TI I .ca
SCALE
AS NOTED
SHEET NCMBER
1 FIRE SPRINKLER LAYOUT•LEVEL 04 PARTIAL MFP DESIGN LLC O 480-505-9271 THIS DRAWING IS AN MFPINSTRUMENT OF SERVICE.IBE T REMAINS F P 1 •4. L
0-1/8"=1 Foot THE PROPERTY LT MFP,OR COPIED
IT MAY NOT R
1 REPRODUCED,ALTERED,OR COPIED IN WHOLE OR PART
3356 E VALLEJO CT (F) 866-430-6107 ,INT MAYO UT BE USED NY FORTHE EXPRESS RTHEEN PERMISSION OF ORIGINAL PURPOSE FP DESIGN,LLC
D E S I G N GILBERT, AZ 85298 email: tmack@mfpdesign.com ALL RIIGGHTSRESERVEDNTENDED COPYRIGHTDATE IND CATEDABOVE,MFP DESIGN,LLC
NOTE: USE OF THESE PLANS BY THE INSTALLING CONTRACTOR SHALL INDICATE ACCEPTANCE OF ALL THE INFORMATION PROVIDED ON THESE PLANS AND SHALL TRANSFER FINAL RESPONSIBILITY OF THE CORRECTNESS OF THE SYSTEM TO THE INSTALLING CONTRACTOR. ANY DESIGN ERRORS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, HVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYANDALL ADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE ANDA COMPLETE, CODE COMPLIANT SYSTEM.