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RISER - -
PIPING UP' TO $#PPER FLOC
B Ia T H
REMOTE AREA
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MA N FLUOR FIRE PROTECTION PINING FLAN UPPER FLOOR FIRE P = " TECTION PIPI '� G, rILH �
— - HARDENED HEX HEAD SELF THREADING SCRE'A
HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER
SCALE 1 /4 S C A L= `}
= 1 'B IS FURNISHED WITH THE HANGER
c
HEX HEAD SELF
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AS NEEDED\ CPYC DOUBLE FASTENER irRAP CPUC PIPE E3
A-74TOLCIG. •24
CPYC PIPE STRAP HEX HEAD SELF
TOLCO FIG. •23 �► TAPPING SCREW
HANGER_#24
NO SCALE
GENERAL NOTES: HANGER #23
1 ) SYSTEM C, 'IGN PER NFPA-130. NO SCALE '--
2) MPXIMUM HEAD SPACING 16x16.
3) MAXIMUM DISTANCE FROM ANY WALL IS 8 FEET,
4) MINIMUM DISTANCE BETWEEN SPRINKLERS IS S FEET.
S) ALL PIPING IS CPVC U.N.O.
6) MAXIMUM HANGER SPACING:
3/4" PIPE - 5'-6" ON CENTER ! 1' CPYC
0
1" PIPE - 6'-0" ON CENTER I aRESSVRE I v.
1 1/4" PIPE - 6' -6" CN CENTER GUAGE\
1 112" PIPE - 7'-0" On CENTER FEMALE ADAPTER
-
2" PIPE - 8'-0" ON CENTER DRAN AND TEST SUPXNPT
PIPING THROUGH FLOOR JOISTS REQUIRE NO HANGERS. LINE TERMINATES
PROVIDE TEFLOr+ TAPE ONLY On SPRInF.LER HEAD THREADS.
AT HOSE BI O
NO PIPE DOPE ALLOWED. I r r1E
SPRINKLERS ARE NOT PROVIDED IN BATHROOMS SS SQUARE
FEET OR LESS. GENERAL CONTRACTOR TO PP,OUIDE 15
MINUTE MINIMUM THERMAL BARRIER BEHIND ALL BATHROOM GALv NIPPLE ® wArER FLOW
FIXTURES. 1996 EDITION NFPA 134 SECTION 2-6. DETECTOR
SPRINKLERS ARE NOT PROVIDED IN CLOTHES CLOSETS OR 90 la+
LInEn CLOSETS WHERE THE LEAST DIMENSION I5 3 FEET OR 'RON MNT 00 CD1.F(I+ON C AOA 4 e p el �j4 L c� '5�� FSS"
LESS AND THE TOTAL SQUARE FOOTAGE DOES NOT EXCEED of ro•reLt e,r(A aaecs +"r<;r�"era � T 51 J EF9LY 1.4'MDU to F!.'NIM�
24 SOUARE FEET. NFPA 13D 1994 EDITION SECTION 4 6. 1
coots fwtN I 1' BLACK SCH 40 PIPE
Ir Ote(Rs LOU FLOU 1• WATTS BACKFLOW
O PRE'.ENTER
STRiL[
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e; MAIN CONTROL DO'tESTIC WATER
VALVE 1 " SLIP BALL (ALVE CONTROL VALVE i " SLIP SHL. VALUE
LAlt 10 7 RISER DETAIL
NO SCALE
ccn�•-- Int �/�
INSULATION DETAILk.
CITY OF TIC/%H[)
( TOP FLOORS ONLY ) Approved "0/,
COn(fid cn illy Ap1`''n•.'J _
- For only the wcrk 3s ;II L
PERMIT NC) ew'49• QDwe
SCC I rv..,n•. r _ . --
Job 1 1 1
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III al I ,I 1'I �1I Grinnell Fire Protection Systems Company RESIDENTIAL HOME - 1 1�4"•1' D"
: SYSTEM INFO
a
EXECUTIVE OFFICES - EXETER, NEU HAMPSHIRE, USA p fyC01NNIMAIIOMAL LtO. CO. , .,•
_ — - I415S SII 120TH PLAC_
IMPORTANT 2870 N.W. 29TH AVENUE PORTLAND, OR 97210 (SO3) 223-1525 TIGARD, OR 97015 J.S.
CONTRACT RESPONSIBILITIES SYMBOLS _ _ SPRINKLERS ABBREVIATIONS APPROVALS Four D cDNSTauctioH
1n localities wbJect to freseing conditions, It Is Ins owners
i ro%ponslbllily !o provide heat throughout w! Ire Sprinkler t 1FM PF;"� Calling Nl. Above Ref. I'll MODEL 'rL t•
B P I pr �__,_ -0o- Gate Ualvaf►aa nolo) .L�,. Elactrlc Bell NF K OF'll i'E ILM, RE�cNIiPI`:f. F Ii11:;H -----•—
- - .- L CUICN!-U'I nlJlE'i YhNUI Ulr, 101 Bottom Deem FOU;
_. - ❑1R: - El systems areas on In enclosures for dry pipe deluge and other CITY CONNECTION - t13 Crl of Pipe Below IOD f�J Fara Nusa A►sambl .,; •, ,,r.
y 1�, Voter Molar gong (VMO) GEM E97a RESIbENT 1r1rJ 1,2 1�2 155 QUICK BRASS WHITE IOD Iettem er DeckRESIDENTIAL 13D SYSTEM
type• of wolves controlling water suPPlle's to spr•Inkler systems. UNDERGROUND - -- -'-`-- c- Cil of Pipe About Rer I�. Flow Switch EFS) 4. Fire Dept.Conn.EStandordl -- -'-- •- ----- _.______..-..._...-�.__- ____-. ---._ -_ CONCEALED SPRK ME4DS 30 10► it III PIPs
'} CUT IN r. II rN
"-`- b M draulic Rnf. Palm! „�_, f
IDC fire Dept. Connecllen Ll E U T S t O N S
This dretimg and the information end design o 1 efal• Fire Depl.Conn.(Flushl } NV Fire Dept• 1C 1 j
to'antolmed Is the Property g Protection
s Irereim EXCAVATIONS ONS y ® Buttery y Voll b" _r.._..� _ _ HYDRAULIC DESIGN DATA PORTLAND
p p ty et Grinnell Firs, P'relecllen 5 stems - Lina Desl Halton - ,L., �,�; •. ne+n -: �+'..,
g �_ Butterfly Valva Fire Depl.Conn,(Sldewalk) �_1�.� -, Net Nipple end Cep - -- -----•-- -- c
Company, Ina. o.+d/or Its subsidiaries and Is loaned upon a. ra•4 -�- Post Indleelor Volvo (P(U) I I � Nat Nel In Ceneroct , ,_„_ ,- I I � � I I 1 • I
col
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B y P Ke Oala Sectional Volta - i-- - c':,r.• pr'.
In form lanlheralnecenla lnedrshol lebellreoledwasnsecret,gtondll PAINTING- Unie��eslgnollon -ON Unfair Check!Volvo ulth Roadway Box r.,-I .-__�- 1__ NT4 Nol le !cele
WIRING
Cortidenllal7 no raproducllon of this drawing or any part - "` -- - DIJ Open lar Jals! .00074.-A9
thereof •hall be Anda ullhout written consent of GFPS. '� grooved Coupling IOC) {V- Suing Check Valve 'P Fire Mydr ant 13 Uoy) _ L._. ►Ru Pressure Red. Value _
-- --- --� screusl Cap ® System Riser -}, Thrust Block i1 - Id
(,acted bid by the Grinnell Dellgm System •Ali rights renewed'. - '-' -'"� Grooved Cap -i Inspectors Teel e-e+ 214 Uoy Earthquoie Bracing .___J
Copyright - �_� - -- y ember 1999
— - - - - -�__� - - r0 Topor
11P.. 1. 5ep)t 6 2,
s r 1 ee ---�-- --
Copyrlghl by Grinnell Corporation 1990. -4 Itreued Plug Globe Value - - -----
• s t r -- - --- 4-- Flen ed Cemrectlon •-t Angle Value 1 1 N NIEIWol ion Changs In PIPs _ .. - TOP top of pipe ---. �.Ee ; ev;, INr peMn•ION• ;Tn•Ic eeE;sueF r•,. Rl S:L;r., pal;y l►k. •51 LI fN tlPN rlDldl n, L,s'IIWI!-ru rU.
I 1 B (mat thru floor) . . --- ------- --`-----. _ - - - - - -- Toll top or Steel - --- •- ----- -
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CITY OF-TIGARD BUILDING INSPECTION DIVISION sT
24-Hour Inspection Line: 639-4175 Business Line: 639-4171
BUP
Date Requested �' � � —AM _PM BLD
Location �/r�- Suite MEC
Contact Person _ V/� Ph -2O ` ;L/ PLM
Contractor_ Ph _ SWR
_ILQIND Tenant/Owner V_ ELC
Retaining Wall ELR
Footing Access: /
Foundation 1C l FPS
Ftg Drain I SGN
Crawl Drai-) Inspection Notes:
Slab _ SIT
Post& Beam
Ext Shea+h/Shear
Int Sheath/Shear
Framing �� �✓
Insulation
Drywall Nailing � ��_c /STT-AC IjAGCc z="c�., Ca-,f�Z- -
F;-ewall
Fire Sprinkler
Fire Alarm
Susp'd Ceiling
Roof
Misc: -- —.�
PASS ART FAIL -
ME NG
Post&Beam _
Under Slab _
Top Out -
Water Service
Sanit..ry Sewer
Rain Drains
Final
PASS fART FAIL
M115CIIANICAtY
Post& Beam --- - --- - --- - -- -----
Rough In
C:,s Line
Smoke Dampers
PASS PART FAIL.
ECTRIGAL --- - ---- ------- — - —----- --------- —
Service
Rough In
n UG!Slab -
cr Low Voltage
Fire Alarm
} Final J __ ---------- --- -
�- I PASS PART - FAILSITE
Backfill/Grading
U-1
Sanity„y Sewer
--j Storm Drain [ j Reinspection fee of$ required before next inspection. flay at City Halt, 13125 SW Hall Blvd
Catch Basin [ [Please call for reinspection RE: A Unable to inspect-no access
Fire Supply Line
ADA
Approach/Sidewalk
Other mate Inspector i _Ext _
Final
PASS PART FAIL DO NOT REMOVE this inRpection record from the job site.
130133
Fahr:w
❑EXISTING
PNWS-AWWA BACKFLOW ASSEMBLY TESTREPORT [I REMOVED
❑REPLACEMENT
PROPERTY ,
OWNER: �\ �.-.�s�.`y� '� r. - PliONE:��
MAILING
ADDRESS: 41
CITY / STATE ZIP
ASSEMBLY
ADDRESS: �y!7 �/ `!,,i 7 � !� ��� ' ^�• _sem._—._._
6'l'REE1
❑R.P.B.A. t9 D.C.V.A. ❑ R.P.D.A. ❑D.C.H .A. ❑P.V.B.A. ❑S.V.B.A. ❑A.V.B. ❑AIR GAP
SIZE: LLI•L�JSJ MAKE: L 5 MODEL:
WATER SERIAL O Z V
PURVEYOR:. n �� NUMBFR: V
ASSEMBLY
LOCATION: l
- / S.V.B.A_ INITIAL TEST
f, CHECK PASSED
FAILED
INITI/ PRESS DROP DATE:
TEST
RESULT (� rslr,
i
FAILED SYSTEM
� ❑ PSf_
t
(k, COMMEM , 'f
f- REPAIRS
` AND/OR
PARTS
REDUCfUc'R:SSSUREASSEMBLY P.v.N.A/S.V.B.A. AVI I REPAIRS
MI CHECK 1,E:
PRESS DROP (A) CHECK #1
TEST RELIEF I OPE�.eO AT PRESS DROP
AFTER OPENED (a) TIGHT 0 PSID
REPAIRS BUFFER wo"IrM, CHECK M2 _ PASSED ❑
A"B' 2 ,.— TIOHT ❑ _FS ID PSID PSID
IN COMPLETING AND SUBMITTING THIS TEST REPORT,THE TESTER CERTIFIES THAT TIE
ASSEMBLY HAS BEEN TESTED AND MAINTAINED IN ACCORDANCE WITH ALL At PLICABLE I
RULES AND REGULATIONS OF THE WATER SYSTEM. AND STATE REGULATIONS.
t
GAUGE C.41,113 SN D,4TF —DETECTOR METER READING
CUT '
CL 3109A
' t'y
CC
�_l
N PHONE I
TESTER 4WDRE$S
F-- I
COMPANY NAME crT-�,
[ SFRI'ICE RESTORED
REPORT RECEIVED BY (0.EPREBENTATIVfi OF OWNER)
WHITE•Welef system Copy PINK•Cusww Copy YELLOW-Tesler Copy
Lo
UJ
J
130733
(NEW
❑EXISTING
PNWS-AWWA BACKFLOW ASSEMBLY TESTREPOF:T ❑REMOVED
❑REPLACEMENT
PROPER'L'Y I1
OWNER: � _��. m , b '1 rte—PHONE:
MAILING _
ADDRESS:
CITY "f STATE _ ZIP —
ASSEMBLY
IP —ASSEMBLY e.
ADDRESS:
STREET _
❑R.P•B.A. H D.C.V.A. ❑ R.P.D.A. ❑D.0 A. ❑P.V.B.A ❑S.V.B.A. ❑A.V.H. []AIR GAP
SIZE: ulli-LZIJ MAKE: _ c1 I Lf 5 W40DEL:6?a 7/1_1•ZQ T
WATER SERIAL. O•2 rn�
PURVEYOR: / n ;� i� NUMHI;R: _ .J V --
ASSEMBLY
LOCAT.ON: i •� �!r i f t
REDUCED PRESSURE ASSEMBLY P.V.B.A. / S.V.B.A INITIAL TEST
DOUBLE CH CK AIR CHECK PASSED
MI CHECK (A) '— INLET FAILED I
' PRESS DROP I CHECK #1
INITIAL RELIEF VALVE `J OPENED AT. PRESS DROP OPENED AT (B)ITIGIIT M 11_ DATE: i
TEST �T'N 22 Psl LEAKEU❑ Psu' � I
C; RESULTS BUFFET PSID PSID I
A•B- CHECK+,,!�#2
MIN l PSI TIGHT
10�Z DID NO'I FAILED SYSTEM )
RELIEF VALVE I p9D 011EN ❑ ❑ PSI
PASS ❑ FAIL ❑ LFAKED❑ J
E
I I
COMMENTS
RFPAIRS
AND/OR
PARI
<
KEDUCCL PRESSURE ASSLNIBLY P.V.B.A./S.V.B.A. Al'IER RFPAIRS
NI CI(ECK �C.V. I I AT�E-
PRESS DROP (A) CHECK #1
TEST RELIEF ,�� OPRNED AT PRESS DROP
I 1
�
AFTER OPENED (B) TIGHT [3 PSID
REPAIRS BUFFER t�t� I ECK #2 PASSED [3A•8- TIGHT ElPSID PSID PSL
IN COMPLETINO AND SUBMITTING THIS TEST REPORT,THE TESTER CERTIFIES TiIAT THE
ASSEMBLY HAS BEEN TESTED AND MAINTAINED IN Af CORDANCE WITH ALL APPLICABLE 1
RULES AND REGULATIONS OF THR WATER SYSTEM. AND SPATE REGULATIONS.
t
GAUGE f 01.*RT�N D#?E - DL'TECTOR METER READING
CERT'..j
TEgnk S AW
y
TESTERS tiN MATE
E PRIND 1 j J ,:.•t c•- i/r r
f PHON II
rn 1ESIE0.�ADDRE4S � �---�
h COMPANY NAME ,
SERVICE RESTORED
REPORT RECEIVED BY (REPRESENTATIVE OF OWNER)
L
' WHITE•Wen System Copy PINK-Ctutomet COPY YELLOW•Tmtet Copy
Lu k
J
CITY OF TIGARD BUILDING INSPECTION DIVISION
24-Hour inspection Line: 539-4175 Business Line.- 639-4171
BUP _
_Date Requested AM_ PM BLD _
Location �T 1C� _ Suite MEC
Contact Person Ph Phi _ y S FLM
Contractor Ph SWR _
BUILDING Tenant/Owner ELC
Retaining Wall ELR _—
Footino Access:
Foundation FPS -
Fig Drain SGN
Crawl Drain Inspection Notes:
Slab _ _ SIT
Post& Beam
ext Sheath/Shear
Int Sheath/Shear
Framing
Insulation
Drywall Nailing
Firewall
Fire Sprinkler -_-
Fire Alarm
Sjsp'd Ceiling _
Roof
----------------- ._.-
Final — -----_--
PASS PART FAIL - - - -----
PLUMBING
Post F. Beam ------ ------- — ---- --------------------
Under Slab
Top Out ----- - ---- --�..
Water Service
Sanitary Sewer --
Rain Drains
Final - - .--
PASS PART FAIL. -
MECHANICAL
Post& Beam --- - ------ - --- -- - _ _
Rough In
Gas Line - - - - -
Smoke Dampers
Final
PASS PART FAIL
TRICK., - ------
Se
Rough In
UG/Slab
N Low Voltage
r
Fire At M)
�-
J PASS ART FAIL —_.____ ---
n
Backfill/Grading
Sanitary Sewer
Storm Drain ( J Reinspection fee of$^ required before next inspection Pny at City Hall, 13125 SW Hall Blvd
Catch Basin Please call for reins
Fire Supply Line I I FAction RE )Unable to inspect no arr.ess
F.DA
Approach/Sidewalk g_10
Other Date —_per___ Inspector_ _-�__.— Ext
Final
PASS PART FAIL 00 NOT REMOVE this inspection record from the job site.
CITY OF TIGARD BUILDING INSPECTION DIVISION MST
24-Hour Inspection Line: 639-4175 Business Line: 639-4171
BLIP
Cate Requested ZOO AM-- PM BLD
Location ��I �� Cd GSuite MEC
Contac'. Person t�Gl� � _ Ph c ��S _ PLM
Contractor Ph SWR _
BUILDING enant/Owner ELC
Retaining Wall ELR
Footing Access:
Foundation K FPS _—
Ftg Drain SGN
Crawl Drain Inspection (Votes:
Slab - SIT
Post&Beam ` -`-
Ext Sheath/Shear
Int Sheath/Shear
Framing __—
Insulation
Drywall Nailing
Firewall
Fire Sp-inkler
Fire Alarm
Susp'd Ceiling
Roof
Misc: -------
Final
PAS_PART FAIL -- ------- --
LUMBING - '-
Post&Beam
Under Slab --- --- -------- _�—. -- --- -- - -
Top Out
Water Service _
Sanitary Sewer
5ain brains
Fir*"
PART FAIL
WHANICAL
Post& Beam
Rough In
Gas Line --- —__-- -- _--
Smoke Dampers
Final - --- -- - — -�
PASS PART y FAIL
ELECTRICAL -- - -- - --- -- - - ---._-- ---------
Service
Rough In
UG/Slab
Low Voltage
Fire Alarm
Final
PASS PAF
J SITE
Backfill/Grading —"`- — --
Sanitary Sewer
car Storm Drain ( ]Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
J Catch Basin
Fire Supply Line ( 1 Please call for reinspection RE: _ [ ]Unable to inspect-no access
ADA
Approach/Sidewalk I 7 �
Other Date _t -T j 0 Inspector v' / _-- Ext �L
Final
PASS PART FAIL D NOT REMOVE this inspection record from the job site.
CITY OF TIGARD BUILDING INSPECTION DIVISION MST
24-Hour inspection Line: 539-4175 . Business Line: 639-4171 �
�B�P�l317 l
Date Requested AMO �PNi BLD
Location `� L < < Suite MEC
Contact Person Ph PLM i
Contractor Ph SWR _
LDS, Tenant/Owner ELC
Retaining Wall ELR
Footing Access:
Foundation FPS
Ftg Drain SGN
Crawl Drain Inspection Notes:
Slab _ - SIT
POG.& Beam
Ext Sheath/Shear
Int Sheath/Shear
Framing �- - -- — --- ---
Insulation
Drywall Nailing
FireWall
_ire
Fire AI -_�
I -- - ----- ------- .---- --- - ---------
Susp'd Ceiling -._.._.-- --------.-----_--_-- _ _
Roof
Disc: _ �_—_---__ __- --- ----------- -
----- -------
ASS PART FAIL - - - --- --- -- - --- - _ -- -- - --
R UMBING
Pct8. Beam --- - - - ------ ------- -- —._ _-_____ ----------- ------_-—__
Under Slab
TopOut ------------------------..._--------- ----
W�,ter Service
Sanitary Sewer --
Ra n Orains
Final
PASS PART FAIL
MECHANICAL _--___--
Post& Beam -- - - --
Rough In
Gas Line - - -- -
Smoke Dampers
Final - -- ------
PASS PART FAIL
ELECTRICAL - - - - - -- - -�Y
Service ----- .. -
Rough In
UG/Slab
f Low Vultage
Fire Alarm
> Final
PASS PART FAIL
r.
SITE
Backfill/Grading -�- - —' -- -
Sanitary Sewer
Storm Drain [ j Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch Basin
Fire Supply tine ( j Please call for reinspection RE _ _ _ ( j Unable to inspect no access
ADA
Approach/Side-Nalk
Date vQ.�_. Inspector_ -- -- - Ext
Other "— ---- - - - -
Final
PASS PART FAIL DO NOT REMOVE this inspection record from the job site.
CERTIFICATE OF OCCUPANCY_
CITYOF T I GA R D PERMIT* MST1999-00162
DEVELOP NP.ENT SER\rIICES PATE ISSUED: 06/28/1999
13125 SW Halt Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S110BB-05900
ZONING: R-4.5
JURISDICTION: TIG
SITE ADDRESS: 14199 SW 120TH PL FILE
�SUBDIVISION: REDWOOD VISTA
BLOCK: LOT:001
CLASS OF WORK: NEW
j'YPF OF USE: SF
TYPE OF GONSTR: 5N
OCCUPANCY GRP: R3
TENANT NAME:
REMARKS: PATH I: New single family dwelling w/attached garage &deck.
Final Building Inspection and Certificate of Occupancy Approved
2/18/00 l:y Ken Schriendl, Building Inspector
Owner:
FOUR D CONSTRUCTION
PO BOX 1577
BEAVERTON, OR 97075
Phone:
Contractor: _
FOUR D CONSTRUCTION
PO BOX 1577
BEAVERTON, OR 97075
Phune: 590-0805
Reg#: LIC 000710
a
F-
r
f--
This Certificate grants occupancy of the above referenced building or portion thereof and
confirms that the building has been inspected for compliance with the State of Oregon
Specialty Codes for the group, occunancy, and use ujnr hich t referenced permit was
issued. -
BUILD114G INSPECTOR BUILDIN(tqPFICIAL
POST IN CONSPICUOUS PLACE
CITY OF T I G A R D MASTER PERMIT
PERMIT#: MST1999-JO162
DEVELOPMENT SERVICES DATE ISSUER: 6/28/99
13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-417ORIGINAL SITE ADDRESS: 14199 SW 120TH PL CEL: 2S110BB-RED01
SUBDIVISION: REDWOOD VISTA ZONING: R-4.5
BLOCK: LOT: 001 JURISDICTION: TIG
REMARKS: PATH I: New single family dwelling w/attached garage &deck.
BUILDING
REISSUE: STORIES: 2 FLOOR AREAS _ REQUIRED SETBACKS REQUIRED
CLASS OF WORK: NEW HEIGHT: 27 FIRST: 1,604 sf BASEMENT: 147.00 at LEFT: 5 SMOKE DETECTORS: Y
TYPE OF USE: SF FLOOR LOAD: 40 SECOND: 826 at GARAGE: 680 of FRONT: 36 PARKING SPACES: 2
TYPE of CONST: SN DWELLING UNITS: 1 FINBSMENT: of RIGHT: 5
VALUE: E 262,490.28
OCCUPANCY GRP: R3 BDRM: 6 BATH: 4 TOTAL: of REAR: 57
PLUMBING _
SINKS: 1 WATER CLOSETS: 4 WASHING MACH: 1 LAUNDRY TRA"S: 1 RAIN DRAIN: 100 TRAPS:
LAVATORIES: 5 DISHWASHERS: 1 FLC 'RAINS: SEWER LINES: 100 SF RAIN DRAINS: 1 CATCH BASINS:
TUBISHOWERS: 4 GARBAGE DISP: 1 WATER,.EATERS: t WATER LINES: 100 BCKFLW PREVNT'R: 1 GREASE TRAPS:
OTHER FIXTURES:
MECHANICAL
FUEL TYPES FURN<10OK: BOIL/CMP<7HP: VENT FANS: 6 CLOTHES DRYER: 1
GA; FURN>=100K: 1 UNIT HEATERS: HOODS: 1 OTHER UNITS: 1
MAX INP: btu FLOOR FURNANCES: VENTS: WOODSTOVES: GAS OUTLE'rs: 1
ELECTRICAL
RESIDENTIAL UNIT SERVICE FEEDER TEMP SRVCIFEEDERS - BRANCH CIRCUI rs MISCELLANEOUS ADD'L INSPECTIO14S
7000 SF OR LESS: 1 0 200 amp: 0 200 amp: WISVC OR FDR: 1 PUMPIIRRIGATION: PER INSPECTION:
EA ADO'L Soosr: 6 201 - 400 amp: 201 400 amp: let WIO SVC/FDR: 00 SIGN/OUT'LIN LT: PER HOUR:
t IMITED ENERGY: 401 - 600 amp: 401 -600 amp: EA ADDL BR CIR: SIGNAL/Pl.NEL: IN PLANT:
MANU HMISVCIFDR: 601 - 1000 amp: 601-amps-100ov: MINOR LABEL:
1000•amu/volt
PLAN REVIEW SECTION
Reconnect only
>-4 RES UNITS: SVClFCR>=225 A.: >800 V NOMINAL: CLS AREA/SPC OCC:
ELECTRICAL-RESTRICTED ENERGY
A.SF RESIDENTIAL B.COMMERCIAL
` AUDIO 6 STEREO: VAL UUR'SYSTEM: AUDIO A STEREO: FIRE ALARM: INTERCOM/PAGING: OUTDOOR LNDSC LT:
HURGLAR ALARM: 07 BOILER: HVAC: LANDSCAPE/IRRIG: PROTECTIVE SIGNL:
.,ARAGE OPENER: CLOCK: INSTRUMENTATION: MEDICAL: OTHR:
HVAC: DATA/TELE COMM: NURSE CALLS: TOTAL N SYSTEMS:
Owner: Contractor: TOTAL FEES: $ 5 557.16
This permit is subject to the regulations contained in the
FOUR D CONSTRUCTION FOUR D CONSTRUCTION Tigard Municipal Code, State of OR Specialty Codes and
PO BOX 1577 PO BOX 1577 all other applicable laws „ii work will be done,n
BEAVL RTON,OR 97075 BEAVERTON,OR 97075 accordance with apprlved plans. This permit will expire if
work is not started wi hin 180 days of issuance,or:f the
r:ork is suspended fcr more than 180 clays ATTENTION:
I,hone: 5900800 Phone: Oregon law requires you to follow rules adopted by the
o Oregon Utility Notification Center. Those rules are set
G Rep N: LIC 000710 forth in OAR 952-001-0010 through 952.-001-0080 You
N may obtain copies of these rules or direct questions to
} OUNC by calling(503)246-1,987.
t— REQUIRED INSPECTIONS
Erosion 844-8444 Post/Beam Mechanics Plumb Top Out Gas Line Insp Electrical Final
Grading Inspection Underfloor insulation Electrical Service Insulation Insp Me_hanical Final
W Focting Insp Crawl Drain/Backwater Electrical Rough In Rain drain Insp Plumb Final
J Foundation Insp PLM/Underfloor Framing Insp Water Service Insp Final inspection
Post/Beam Structural Mechanical Insp Shear Wall Insp Appr/Sdwlk Insp Buiiding Final
Issued B �- Permittee Signature .
Y -
Call (5031"639-4175 by 7:00 p.m. for an inspection needs the next hijaness day
CITYOF TIGARD SEWER CONNECTION PERMIT
-� DEVELOPMENT SERVICES PERMIT#: S8/99 -00086
13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 6/22 8/99
PARCEL: 2S110BB-RED01
SITE ADDRESS; 14199 SW 120TH PL
SUBDIVISION: REDWOOD VISTA ZONING: R-4.5
BLOCK: LOT: 001 JURISDICTION: TIG
TENANT NAME: FOUR D CONSTRUCTION
USA NO: FIXTURE UNITS:
CLASS OF WORK: NEW DWELLING UNITS: 1
TYPE OF USE: SF NO. OF BUILDINGS: 1
INSTALL TYPE: LTPSWR IMPERV SURFACE:
Remarks: Sewer connection for a new single family dwelling.
Owner: FEES
FOUR ^ CONSTRUCTION Type By Date Amount Receipt
PO BOX 1577 —
BEAVERTON, OR 97075 PRMT GEO 6/28/99 $2,300.00 99-316446
INSP GEO 6/28199 $35.00 99-316446
Phone: Total $2,335.00
Contractor:
Phone:
Reg M
Requirea Inspections
Sewer Inspection
OROML
G.
r-
Vl
T
�- This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires
180 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not
guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given,the installer
ED shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a"Tap and
-' Side Sewer" Permit and the Agency will install a lateral. ATTENTION Oregon law requires you to follow rules adopted
by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080.
You may obtain copies of these rules or direct questions to OUNC by calling (503) 2.46-1987.
���
i,
Issued by: L Permittee Signature: T
Call (503) 63 175 by 7:00 P.M. for an Inspection needed t next b Hess da
'ITY OF TIGARD Residential Building Permit Application Plan Check# 'r/-
13125 SW HALL BLVD. Additions or Alterations Recd By
Date Recd
TIGARD, OR 97223 Single Family Detached or Attached (Duplex) Date to P E.
V 503-639-4171 Date to DST 7'3
F 503-684-7297 Permit#
Forint or Type Called
Incomplete or illegible applications will not be accepted � —
___ 5w�c/f�r9-000�G
Name of Project Name
Job - G,Q�t l /f>✓lSc�
Address Site Address Architect Mailing Address T�
c L -1-��- G"I d7 yt��
City/ Zip Phone
to q ,/
Name 1Lt (� <' els% �7 .2l
Na
Owner Mailing Address �•—��✓ {��
�,6 �. til
Engineer Mailiny address
Cit / late Zi� Phone g � -' � /6,:2�'AlJ ems, U.Z� S lam` �ti� —
/State Zip I Phone
General Name `,� I - '92214 c7w.�292
Contractor c-(� ��• Qom_ Describe work New Addition Alteration O Repair O
fv)aili g Address to be done:
Prior to permit p /j--7 r/ Additional Description of Work:
issuance,a copy Ci tate / Zip Phone_ _
of all licenses
are required if Oregon Corst.Cont. Exp.Date PROJECT L y(1
expired in COT Lic.# VALUATION -
database / •-� b
Mechanical Name NEW CONSTRUCTION ONLY:
Sub- Sq. Ft. House: Sq. Ft. Garage
/A!
Contractor Maili g Address
Prior to permit �. �? S J ,57; Indicate the restricted energy installation by the electrical
issuance,a copy City/State Zip Phone subcontractor in the following areas
of all licenses fi ��p/c f 717_3 `,f()�67y'_7, Restricted Audio/Stereo
are requited it Oregon Const. Cont.Board Exp. Date Energy System Alarms
expired in COT Lic.# / Sj b xl I 1 Installations Vacuum Irrigation
database (� rJT ''�I System System
Plumbing Name (check all that Other:
Sub- C Lc� ��! appy _ _
Contractor Mailing Address Corner Lot YES N Flag Lot YES NO
(check one) (check one)
Has the Subdivision Plat recorded? N/A YDS NO
Prior to permit City/State ZIP Phone
issuance,a copy CL�J Alla D•( �' 1.? (•S��–�_.S�/
of all licenses are Oregon Const Cont. Board Exp Date
required if Lic.# 1 hearb acknowledge that I have read this application,that the
expired in G07 J t>Z_ Y 9 PP
database Plumbing Lic.# Exp Date information given is correct,that I am the owner or authorized agent
of the owner, and that plans submitted are in compliance with
Z/
Z/y iU Oregon Stale laws.
a Name Signature of Owner/Agent Date
Electrical , ;- ,�1a� <c' �-%�/
Sub- Melling Address Cgntact��soq Name PYo�ne#
`.� Contractor -S7 V-5 % S,�_I L�d'�',f'U�
City/State Zip Phone
L Prior to permit 0 _
c issuance,a copy D l r�_�'�'� �� `//] 1�i�/- ,z�� FOR OFFICE USE ONLY: _
of all licenses are Oregon Const Cont Board Exp Dale Plat#: Map/TL#:
required if Lic Z 5��C
expired in COT f � _
database Electrical Lic.# Exp Date backs: Zo Sola
Elec ncal Supervisor Lic # Exp Dote Egin eying Approval: Planning Approval: TIF.
�I d' -S 1 d jN�
y_e � isldslslformsWaddalt doc 11120,198
Bill FOUR D CONSTRUCTION COb
billPOST OFFICE BOX 1577 ■ BEAVERTON,OREGON 97075 ■ PHONE(503)590.0805 ■ FAX(503)590-1751
(o /
7Jy/1,��/ 0� PAIZScq�►Q,
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i,� 11199 S,ll� 1?0a�-
�7 Sy, os
CITY OF T!C+A R D ___ BUILDING PERMIT
PERMIT#: BUP191,0-00397
�^ DEVELOPMENT SERVICES DATE ISSUED: 09/10/11 J9
13125 SW Hall Blvd.,i iciard„ OR 97223 (503) 639-4i71 PARCEL: 2S110BB-RED01
SITE ADDRESS: 14199 SW 120TH PL
SUBDIVISION: REDWOOD VISTA ZONING: R-4.5
BLOCK: LOT: 001 .IURISDICTION: TIG
REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION
CLASS OF WORK: FPS FIRST: sf N: S: E: W:
TYPE OF USE: SF SECOND: sf PROJECT OPENINGS?
TYPE OF CONST: 5N sf N: S: E: W:
OCCUPANCY GRP: R3 TOTAL AREA: sf ROOF CONST: FIRE RET?
Q:C'Llr,ANCY LOAD: BASEMENT: sf AREA SEP. RATED:
STOR: HT: ft GARAGE: sf OCCU SEP. RATED:
BSMT?: MEZZ?: REQD SETBACKS _ REQ;JIRED
FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET:
DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC:
BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING:
VALUE: $ 2,400.00
Remarks: Installation of a sprinkler system.
Owner: Contractor:
FOUR D CONSTRUCTION GRINNELL FIRE PROTECTION
PO BOX 1577 GRINNELL CORP
BEAVERTON, OR 97075 59p211 N MARINE DR
Phone: P Ph�o a NZp890A807203
Reg#: LIG 000632
FEES REQUIRED INSPECTIONS
Type By Date Amount Receipt Sprinkler Rough-In
PIRMT GEO 09/08/199 $59.25 99-318063 Sprinkler Final
5VICT GEO 09/08/199 $4.15 99-318063
FIRE GEO 09/08/1995 $38.51 99-318063
Total $101.91
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR.
Specialty Codes and all other applicable law. All work will be done in accordance with approved plans.
Cr This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more
V) than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility
>_ Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987. You
may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987.
LQ Permitee
J
Signature:
ORIGINAL
Issues �a11 - — - ---- -- - -- — ----
Call 639-4175 by 7 p.m. for an inspection the next business day
05/30/97 11:06 12503 684 7297 CITY OF TIGARD Z 002/002
Fire Protection Permit Application �,�,�„�cx,, J—l �
T" OF TIGARCI Cammercial or Residential Recd ra� �
125 ;LW BALL BLVD.
—7773
AFOOR 97223 Print or Type Dace to P E.
3) 639-4171 Ext 304 Incomplete or illegible applications will not be accepted Date to DST q--IID
r} f99 ppl5 ` Permits u�/9q o0 00
Called 171
Name of pxwex*rnenuPn31w
Type of System (Comple e A or J as applicable)
PVf Viistac.E LT 7 .
Job . O
AddreSS 'gyros 41 s7 c c,W* Zo*,, PL. A.)Sprinkler wet g Dry
Name f Starwpipes
uK. tali Ta.utN4
Owner e�Maill Address Additional IS P
Hazard croup
Gityr�,tate Pnone Information Density ..7
M la sq 7 OR
625-
Narrilk Desgn Area n
Vtic)CC l.CQ G•
Occupant Ma,lmg A4dresa K.Factor
_ 4 Z.
C 1stAte Zip- Phone Sprinkler Protect Valuation $ Z co
CCT B,utnsas Tax or Metro r exp. Date B.) Fire Alarm
Orltf�C20f ane Subrtnital Shall Inoude aacwy Calculations YES (]
lSoetnnrer ;7 k.. Inatwdual Comportrrnt YES ra
�-«n�nyl Mata Addross Cut Streets
W. ��la� 54,.
'0O"'^ tylstate Zia Pnone Fire Alarm Project Valuation S
mor ur v
r 1r Const.
CC - 0 Project Valuation Subtotal (A or 9) $ �l �Oq
State Const.Cant Beare 1_;s,s Exp.Data
rw+mm+b
GOT"t*'�4 mr ^ Exp. Dam fa p - Permit fee based on valuation� $ �e
COT Busrrresa Tax tx Metro mt
(arae chart on tseck)
- —- I Name ON Surcharge $ , j
Architect L MarlO19 Address FLS Plan Review of Permit
C4tv/St2te zip- Pwrke _ TOTAL
s�be work A.,New O Atydihon O Alteration O R PIANS MUST aE SUSAKM ELI.apvvree aria a oem+t ssuw ow to Mutat�tati
eparr G Three deo at yarn ansa sm Dion(@M woi+dy mmol nwu'r-i we ow stwm iocs or
be carte: rMa>MU Nvm"-
B.) Aa.soffwt O NooaNent t7 Spray 0ooth O I here"asic+orroge drat i a " Vs erx aoa.caoon vac ma ntamamn green n
Complete O Plamal O Exatvay O CORriR TY I mm aye owner or alltnonzea apenr d vtr a wner,dna met yens woneeo
NM,n=(TVrent7e'Oto CM*ort Sate yaws
lqthonal,±scrtptmn of Wt..x!
to dAgent pats � aJ � 4
T, �a
A. in ntact P me Phnne
E:�Sor.� audding _ New awginq
Building Jas
Data 13.t Offirtwmal Z] �Zesiuentral _ FCR OFFICE USE ONLY:
_ r # Map[FL#:
No.cf swri":
Sq F• A-1 r Notes
000vPancy ;Lass Type f Commuaton \
A-
CONCEALED
N ID NTI PENDENT SPRINKLERS, RESIDENTIAL
AL
MODEL F978 DESIGNER, BULB TYPE, 4.2 K-FACTOR, 155-F
ERAL DESCRIPTION Dim. Inch" MM
The 4.2 K-factor, Mod,it F978 Design- A- 3-5/16 114,1
4.8
er Residential Concealed Pendent e• 3/1s
C- 2-5/8 68,A6's
I"w I/Z"
Sprinklers (Rot. Figure A) are auto-
D.Min. 1.15/16 49,2 REDUCER
matic sprinklers of the frangible bulb D-Nom. 2-3/16 sss ( NSTiALLATIGNI
type.They are to be used in; D-Max. 2.7116 61,9
• wet pipe residential sprinkler sys-
tems for one- and two-family dwell- c(01A)
ings and mobile homes per NFPA ADJUSTMENT
1/2"NPT
130,
• wet pipe residential sprinkler sys-
tems for residential occupancies up
to four stories in height per NFPA
13R, and
0
SPRINKLER/
• wet pipe sprinkler systems for the — MOUNTING CUP
residential portions of any occu- — ASSEMBLY
pansy per NFPA 13. - —
/The small Cover Plate is flat, to blend -
in with the ceiling for an aesthetically
pleasing and relatively unnoticeable
l appearance. Standard finishes for the B coven al.Arr °„EMev — I 3/32"GAP
Cover Plate are painted white and �� ° ” a� (2,4mm)
satin chrome plated. Other factory ap-
plied painted finishes for the Cover FIGURE A
Plate are available on special order. 4.2 K-FACTOR MODEL F978 DESIGNER RESIDENTIAL
The separable two-piece design of the CONCEALED PENDENT SPRINKLERS
Cover Plate and Mounting Cup As-
semblies allows installation of the
sprinklers and pressure testing of the moved and the Cover Plate Assembly
fire protection system prior to installa- installed. APPROVALS AND STANi
tion of a suspended ceiling or applica-
tion of the finish coating to a fixed The F978 Sprinklers have been de- The 4 2 K-factor, Model F978 Design-
ceiling. They also permit removal of signed to operate with a particular tem- er Residential Concealed Pendent
suspended ceiling panels for access to perature rating and heat responsive Sprinklers are listed by Underwriters
building service equipment, without thermal characteristic, as well as to Laboratories Inc. and Underwriters'
having to first shut down the fire pro- discharge water in a specific pattern Laboratories of Canada. The listing
tection system and remove sprinklers. and quantity per square foot relation- only applies to the service conditions
ship. The combination of the perfor- indicated in the General Technical
Also, the separable two-piece design mance characteristics which are asso• Data and Residential Design Criteria
of the the F978 Sprinkler provides for ciated with the F978 Sprinklers have sections.
112 inch (12,7 mm) of vertical adjust- been proven to help in the control of
o ment, to reduce the accuracy to which residential type fires and, therefore, to Any questions concerning an interpre-
the length of fixed pipe drops to the improve the chance for occupants to tation of NFPA 13, 130, or 13R sprink-
Sprinklers must be cut. escape or be evacuated. ler system design/installation stan-
dards, as well as requests for system
The F978 Sprinkler is shipped with a Fire sprinkler systems are not a substi- design/installation standards not pres-
Disposable Protective Cap as shown lute for intelligent fire safety aware- ently covered by NFPA 13, 130, or
in Figure B.The Protective Cap is tem- ness or construction materials and 13R, should be addressed!o the:
pocarify removed to install thri F978, practices required by building codes.
and !hen replaced to protect the F978 Secretary, Standards Council
W while the ceiling is being installed and National Fire Protection Association
-I finished.The tip of the Cap can also be Batterymarch Park
j used to mark the center of the ceiling Pijincy, MA 02269
hole into plaster board, ceiling tiles,
etc. by pushing the ceiling product WARNINGS
against the Cap. When the ceiling in- The ,Nndel F978 Designer Resi-
stallation is complete, the Cap is re. dential Concealed Pendent
Printed in U.S A. 1-98 TD584M
DISCHARGE IN U.S.GALLONS PER MINUTE IGPMI
SOS 10 IS 20 25
7SPARTIAL CURVE ONLY --- 7.0
MAX.PRESSURE t 75 PSI —
I' ' SPRINKLER/MCUNT'NG = 40
U
CUP ASSEMBLY W — — 2.5
It�.l Lid; < 75 -
O •�' m
m • ;
- R 70 r" „ 2.0
W
' —
DISPOSABLE
i PROTECTIVE -- -
-'-- CAP W
s is 1.0
W
PARTIAL CURV::ONLY
MAX.PRESSURE 1".07 BARS 11.5
SO 75 f __ '00
DISCHARGE IN LITERS PER MINUTE
FIGURE B FIGURE C
DISPOSABLE PROTECTIVE CAP FOR F978 SPRINKLER NOMINAL DISCHARGE CURVE
Sprinklers described herein must GENERAL phosphor bronze per CDA Alloy 510,
be installed and maintained in ' and theYoke is high strength brass.
compliance with this document,
as well as with the applicable The 4.2 K-factor, Model F978 Design- The Frame is secured to the Mounting
standards of the National Fire er Residential Conceaied Pendent Cup and Mounting Plate with a plated
Protection Association, in addi- Sprinklers are available in a steel Retaining Ring. The Mounting
tion to the standards of any other 155'F/68'C temperature rating, and Cup, which is chrome plated 0.021
authorities having jurisdiction. they are rated for use at a maximum inch(0.53 mm)thick,low carbon sheet
Failure to do so may impair the service pressure of 175 psi (12,1 bar). steel, is staked to a stainless steel
integrity of these devices. The nominal installation dimensions Mounting Plate, and the Mounting
are given in Figure A. Standard fin- Plate provides for rigid engagement of
Because of the above cited shes for the Cover Plate are painted the Sprinkler Wrench (Ref. Figure J)
stipulations and the varied nn• white acd sa in chrome; however, with the Frame.
Lure of residential type architec- other painted finishes for the Cover
ture, there will be some compart- Plate are available on special order. A polyethelene Disposable Protective
ment designs which cannot be Cap(Ref. Figure B)is provided as part
fully .sprinklered in accordance The nominal discharge curve for the of the Sprinkler/Mounting Cup Assem-
with the recommendations of F978 is plotted in Figure C and it rep- bly.
NFPA 13, 13D, or 13R. In the event resents the flow "O" in GPM (LPM) as
of this condition, consult the au- determined by the formula: The Cover Plate Assembly, which
thorities having jurisdiction for screws onto the Sprinkler/Mounting
guidance and approval. _ Kip p Cup Assembly, consists of a Cover
where the nominal discharge coeffi- Plate which Is soldered to an Enclo-
It is the responsibility of an in- cient "K" = 4.2 (60,5); and "p" equals sure at three equidistant locations
stalling contractor to provide a the residual flowing pressure in psi around its periphery. Solder having a
copy ofthis document to the owner (bar), temperature rating of 135'F/57'C is
or his representative and, in turn, usL d with Cover Plate Assembly. The
it is the obligation of the owner to The F978 Sprinkler consists of two as- Cover Plate and Enclosure are brass
provide a copy of this document to semblies, as shown in Figure 0 the per ASTM B36(C26000 or C26800). A
a succeedink owner. Sprinkler/Mounting Cup Assembly and Type 302 stainless steel compression
the Cover Plate Assembly. Spring is located between the flange of
The owner is responsible for the Enclosure and the Cover Plate, to
maintaining their fire prntertion The Sprinkler/Mounting Cup Assembly ensure separation of the two pieces
CS. system and devices in proper op. utilizes a 155'F/68'C. 3mm Bulb and when the solder melts.
CIf erating condition. The installing has a bronze Frame per ASTM 8176
l'– contractor or sprinkler manufac. (C87800)and a brass Orifice Insert per When the Cover Plate Assembly is ex-
`n turershouldhecontacted relative ASTM B140 (C32000). The Buttor, posed to a temperature sufficient to
> to any questions. (bulb retainer) is phosphor bronze per fuse the solder,the Cover Plate will fall
ASTM 8103 (C51000, C52000, or away from the Enclosure which 311OWS
C54400), the Ejection Sp ing is stain- the Deflector to drop and to expose the
less steel, and the Compression Sprinkler for operation.
�+ Screw is a plated bronze per ASTM
W B140 (C31400). The Gasketed Spring N01 ES
–� Plate consists of an Inconel(per ASTM Absence of the Cover Plate Assem-
8168) disc spring that is sealed on bly may delay the time to sprink-
both its inside and outside edges with ler operation in a fire situation. I.
a Teflont gasket. The Deflector is `•�
brass per ASTM B36 (C22000), and The F978 Mounting Cup and
the Deflector Cone is brass per ASTM Cover Plate Assembly .shown in
B16(C36000).The Deflector Arms are Figure D cannot be used to hold
—2— t DuPont Registered Trademark
Thermal Responsive Criteria. All
'ZnRINKLER/MOUNTING CUP ASSEMBLY residential sprink!ers within a compart-
MOUNTING PLATE `ORIFICE NSERT ment (as defined by the NFPA) must
have the same heat responsive ther-
-RETAINING RING
MOUNTING CUP real characteristic, and their tempera-
GASYETED tune ratings must be within 10'F of
SPRING
EJECTION ..•/ PLATE each other.
SPRING BUTTON
NOTE
DEFLECTOR ARM I Do Not use sprinklers with a tem-
- FRAMEperature rating higher than nee-
YOKE - — BULB assary to cover a particular area.
DEFLECTCR CONE Hydraulic Design Criteria. The mini-
COMPRESSION SCREW mum required single and multiple
DEFLECTOR sprinkler flow rates are given In Table
A for the maximum allowable coverage
areas. The single sprinkler flow rate is
the minimum required discharge from
the most hydraulically demanding sin-
gle sprinkler and,the multiple sprinkler
ENCLosuRE o flow rate is the minimum required dis-
SPRING charge from each of the total number
COVER PLATIEL., of "design sprinklers" (as specified in
NFPA 13, 13D, or 13R).
NOTE
COVER PLATE ASSEMBLY
The number of sprinklers within
each compartment (as defined by
NFPA 13, 13D, or 13R), must be
FIGURE D kept as few as possible. Do NOT
MODEL F978 CONCEALED PENDENT SPRINKLER ASSEMBLY use more sprinklers than neces-
sary to cover a particular space.
the F978 in position. The F978 3. Questions concerning .sprink-
t must be secured in position by ler installation and usage cri- Spray Coverage Criteria. Figures E
i firmly fastening the sprinkler sys- teria, which are not covered by and F provide spacing rules that must
tem piping to the dwelling struc- the following instructions, be followed to assure that the F978
ture. If the F978 is not properly should be mailed to the atten- Sprinklers will provide their design dis-
secured in position, reaction tion of the Technical Data De- tribution of water spray. Nominal wet-
forces resulting from sprinkler partment. Include sketches ting patterns for the F978 Sprinklers at
operation could alter its orienta- and technical details, as ap- minimum required flow conditions
tion and water distribution. propriate. (Ref. Table A), are illustrated In Figure
G, for selected coverage areas.
4. In some instances, the require-
ments of this document may
RESIDENTIAL DESIGN CRITERIA concern specifications which Operational Sensitivity Criteria. For
are more stringent and which proper operational sensitivity, the
The 4.2 K-factor, Model F978 Design- take precedence over those F978 Sprinklers must be Installed be-
er Residential Concealed Pendent specified in NFPA 13, NFPA neath solid ceilings having a smooth
Sprinklers must only be installed and 13D, NFPA 13R, or by the au- flat or textured surface and In accor.
utilized in accordance with the follow- thority hauingjurisdiction. dance with Figure A.
Ing described criteria which are pro-
vided by the manufacturer. 5. The spray from the F978 is dis- The F978 Sprinklers must NOT be
tributed radially outward and used above or below open-gadded
NOTES downward from the sprinkler type suspended ceilings; beneath sof-
t. Residential Fire Sprinkler Sys- deflector. Consequently, the fits or beams having a death of more
CL tems .should only be designed sprinklers must he located than 4 inches (101,6 mm), and, with
cc and installed by those compo- such that there will not be any beams,joists, or ducts having a height
i- tent and completely fa►niliar blind spaces shielded from of more than 3 Inches (76.2 mm) lo-
L/I automatic .sprinkler sy.s- spray by partitions, room di- cated within the sprinkler coverage
r tern design, installation pro- vider.s, overhangs or other areas.
cedures,and techniques. parts of the dwelling structure.
_i NOTE
r 2. Several criteria may apply to General Service Conditions. The Beams having a height of more
c7 the installation and usage of F978 Sprinklers must only be utilized than 3 inches (76,2 mm) may be
w each sprinkler. Consequently, in wet pipe sprinkler systems with all located with their centerlines
J
it is recommended that the interconnecting system piping as well along the boundaries separating
sprinkler system designer re- as the sprinklers maintained at a mini- adjacent sprinkler coverage
vietu and develop a working un- mum temperature of 40'F/4'C, and areas.
derstanding of the complete with water supplies which are substan-
list of criteria, prior to initiat- tially free of contaminants and It Is recommended !hat as part of the
ing the design of the sprinkler particles of a size greater than 1/8 inch sprinkler system design, the designer
system. X3,2 mm), review the dwelling plans and, where
—3—
MINIMUM FLOW 1ot
5/.( 2 MAX 5,2 MAXI S/2 MAX.
MAXIMUM AND 41NCHES 14 INCHES a INCHES
MIN MIN. MIN
COVERAGE RESIDUAL PRESSURE --�— --
(at
AREA —4aIN (III
H 6 ¢IN Mlk
FT.x FT. ONE MULTIPLE MI" Mw_
(m x m) SPRINKLER SPRINKLERS ♦ ��
FLOWING FLOW;NG 90 "" H
'ITVP 1 MIN.
12 x 12 16 GOM 12 GPM
(3,7 x 3,7) (14.5 PSI) (8.2 PSI) Figure E-1 (Plan View) Figure E-2(Plan View)
14 x 14 16 GPM 12 GPM 312 MAX.j S/2 MAX OS/2 MAX S_MAX ;S/2 MAX ;
(4,3 x 4,3) (14.5 PSi) (8.2 PSI) 41NCHES[4 INCHES, 41S 8 FEET MIN. 4INCHES I
MIN. MIN, NCH9MIN MIN.
16 x 16 16 GPM 12 GPM 110166
4 INCHES
4 I H.
(4,9 x 4,9) (14.5 PSI) (8.2 PSI) IN MIN.
18 x 18 24 GPM 17 GPM
(5,5 x 5,5) (32.7 PSI) (16.4 PSI)
20 x 20 25 GPM 18 GPM
(6,1 x 6,1) (35.4 PSI) (18.4 PSI) r ♦ -- —�—
dl H S dl H
MIN MIN
(a) For coverage area dimensions less —�-
than or between those indicated,it is
necessary to use the minimum Figure E-3(Plan View) Figure E-0(Plan View)
required flow for the next highest
coverage area for which hydraulic S/2 MAR. X512 MAX �—S/2 MAX —}
design Criteria are stated. ¢IINCHES 41NCHES
MIN. MIN.
(b) Requirement is based on minimum flow —�—
In GPM from each sprinkler.The
CH
associated residual pressures are ��� \ 4 1 MIN. S 2 MAX
calculated using the nominal K-factor. S/2 MAxyg fie`\
Refer to Hydraulic Design Criteria d INCHES �� d INCHES T
.
Section for details. MIN048 FEET d I H MIN
' MIN MIN. 41NCHE5 MIN
TABLE A SMAX
HYDRAULIC DESIGN CRITERIA MIN
s z MAX
4I INCHES
MIN Figure E-6(Plan View)
512 MAX I S MAX. 4 S/2 MAX.
141NCHESI 8 FEET MINIMUM 41NCHES
MIN MIN. 4 INCHES MIN.
Figure E-5(Plan View)
HW
S/2 = ONE-HALF THE LENGTH OF THE d I MINN
COVERAGE AREA BEING
HYDRAULICALLY CALCULATED -SMAX _
(REF TABLE A).
S THE LENGTH OF THE COVERAGE -4 INCHES MIN
AREA BEING HYDRAULICALLY 41 H S/2 MAX
C1 MIN 4 INCHES
CALCULATED(REF TABLE A).CLf MIN
Figure E-7(Plan View)
N.
S,2 MAX
r
8 FEET MIN
SES'n .y 5,2 MAXGRAPHA I GRAPH A
�
(' 4 INCHES
LJ MIN I
—J I"—OBSTRUCTION
Figure E•8(Plan View)
L Figura E-9(Elevation View)
FIGURE E
SPACING RULES UNDER LEVEL CEILINGS
—4--
MAX MUM
M
� a00
T
3 FEET MAX
/H r r d'�FFrgx1Mri
— sp.M/j�Mgk
�T L8 FEET MINIMUM
FOR,A %60
' j
Figure F-1 (Elevation View) Figure F-2(Elevation View)
--S/2 MAX.— �—Si2 MAX.—�
SEE GRAPH 6
2Mgk qq'0
�Y tiC
FEET
FOR MrNr,Ml�,u I FORS gINIMI,M
7
Figure F-3(Elevation View) Figure F-4(Elevation View)
MAXIMUM ��i. '�`. \ppFr�I/
y%S� pOP --rso M
14,
y �� _
4 FOR FE a MINIMUM A
9
`a 60 _SEE SEE
GRAPH D GRAPH D
Figure F-5(Elevation View) Figure F-6(Elevation View)
3FEET MAX 3 FEET
1 -
FOOT MIN MAXIMUM
0 /
yti v5� �Mq
k
��(ON!lb 9/2 MAX.-�
`� F��r ORAPHE� �_A —eFORIA SSoN ATS
Figure F-7(Elevation View) Figure F-8(Elevation View)
r X00 k �qj FF
FEET MAX M '
lr"Mq*
Mqy GO LP
AFFFrM/y
/ oasraucncN
S,7 MAX.
4 INCHES MIN
Figure F-9(Elevation View) Figure F-10(Elevation View)
cc --
v~i S/2 = ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED(REF TABLE A).
r S = THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED(REF TABLE A).
NOTES: 1 Figures F-1 thrr-;igh F-9 only apply when
(a) the ceiling ridge is horizontal;
(b) the compartment ope sings to adjoining spaces have minimum lintel depths of 8 inches(203,2 mm)below the lowest sprinkler;
�7 (c) any adjacent sprinklers in thR direction of the ceiling ridge are to be in a row which runs parallel to the r dge,
and the sprinklers are to be spaced a minimum of 8 feet apart;
—� (d) the sprinklers are installed with Deflector Arms perpendicular to the ceiling ridge;and,
(e) the sprinklers shown in Figures F-1 through F-C are located in a plane which is perpendicular to the ceiling ridge,
and the telling angles are within the specified range.
2.Contact the Technical Data Department for questions concerning installations outside the scope of Figures F-1 through F-10.
FIGURE F, SPACING RULES UNDER PITCHED CEILINGS ANWOR OVERHANGS
--5-
a z . 01
0' JZ4 S' V 0' 1 1 - 8' 6. 4' ... e
2'. 2 0'
6' g' 2' 4• g' g' g' 4
4 ' ��.
g,
'
9• g'
12'X 12'Coverage Area X
16 GPM
12 GPM--------- 16'X 16'Coverage Area 20' X 20' Coverage Area
16 GPM _ _ 25 GPM ---
12 GPM--------- 18 GPM----- - ---
FIGURE G
NOMINAL WETTING PATTERNS
AT MINIMUM REQUIRED FLOW CONDITIONS
FOR SELECTED COVERAGE AREAS
27
24
21LLJ
c�
a Q
w z 19
2LU t5 `olf^
LU
2Q 120
zl-
\\ (MAX.)
8 -- -- -
I
3
H
- - - -- - ` - - _— _ -
--i_ 0
�v 0 y1 `2 .3 _ ' 4 5 8 _.7.. ` 8 9 10 PLUS
(MAX)
DISTANCE TO OBSTRUCTION
'H'OR'Z',FEET
NOTES:
1. CEILING OBSTRUCTIONS MUST BE SPACED ON THE BASIS OF USING THE MAXIMUM RESIDUAL PRESSURE WHICH WOULD BE
PRESENT FOR A SINGLE SPRINKLER OPERATION.
2 BEAMS AND/OR OTHER CONTINUOUS OBSTRUCTIONS ARE NOT TO EXCEED A VERTICAL DEPTH'V'OF MORE THAN 3 INCHES
(76,2 mm)WITHIN THE SPRINKLER COVERAGE AREA.
i
GRAPH A
MAXIMUM PERMITTED VERTICAL DISTANCE BETWEEN THE SPRINKLER MOUNTING SURFACE ANC
THE BOTTOM OF CEILING MOUNTED OBSTRUCTIONS SUCH AS BEAMS, OVERHANGS, AND LIGHT FIXTURES
WITHOUT UNDULY OBSTRUCTING THE WATER SPRAY DISTRIBUTION
ku
.N/../////N•..N...wN./w..r••r/ w•.Ir//N/NN.
•r LLJ �NN�N/ N.//•..ww.p...•./N/��//wN/N�r..�.wN•AN/.w///
.•... N..Mq
• •z 2
� ACCEP Lu
/////Y..N//N/•/ ��NN..NMr//p
./q..N/..Yw■ .M...q//.N�.M��,.NN.N/.N///.wN
1 ME 1 UNACCEPTABLE
.•//.MN..NN.w/.NN. ./N.���..•.//qN/ww/
./N.�M...p....p.w..��.�/...•../N.
' .N�r w.N.Nw.N//.N...Wr.////./M/■ /�
• 1 .M..�.....wp.Np......Nw■ M M/ .Nw.N/. w...
• 5 10 is 1 25 30 35 40 45 50 55 .1
• CEILING ANGLEW,DEGREES
r)4�-
NOTE:SPRINKLERS MUST BE INSTALLED WITH D • • THE CEILING RIDGE.
REQUIREDGRAPH B
MINIMUM HORIZONTAL DISTANCE BETWEEN
LOCATEDA SPRINKLER ON
WITHOUTAND IN INTERSECTING PITCHED CEILING
UNDULY OBSTRUCTINGTHE •
COVERAGEWHEN THERE ARE
NO SPRINKLERS C%
THE LEVEL CEILING (a) 1 1
CLU
N� �.. . N.ww�� .w/w..•�:: rr/.Ni/•.•
Luu
•r 3
wwi.wN. w w w.w ••.•..N.�. w./.N•.�
• r/w ..wl,:M.NNwN.Nwq Nip•N�N///w ■•//N NM•
.w/./////I/I..•NrM�.NA./�•� Mme/ /N/r■ ////r////
..�.../w/.�r�r��ww�ww�/1rw� ..... r r////N_w w • i Ng..•.///./•/•/•.
N/��•�N//•.//N.N�/N/`M w�i..rN/.q.w Mr N.N
1
1 5 10 15 20 25 30 35 40 45 50 55 60
NOTE: CEILING ANGLEW,DEGREES
•' ARMS PERPENDICULARTO THE CEILING RIDGE.
REQUIREDGRAPH C
MINIMUM
LOCATEDA LEVEL CEILING AND A SPRINKLER
WITHOUTOBSTRUCTING THE WA i ER DISTRIBUTION
10 rr 4" TO 6"
(SEE NOTE
9 -- UNACCEPTABLE _ - MOUNTING SURFACE
h-
w
Lu
LL
oZ 8
ulW
¢Qw 7
a�0 N (MAX.) N (M, X.)
Z
W (SEE NOTE 1) (SEE NOTE 1)
Mac 8 NOTES:
�0
5 1, UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF
THE COVERAGE AREA BEING HYDRAULICALLY
v ACCEPTABLE CACULATED.
= 4 2. THE MOUNTOG SURFACE MUST BE LOCATED
Li WITHIN 4 TO 6 INCHES(101,6 to 152,4 mm)OF THE
PEAK,IF IT IS NOT CONTINUOUS OVER THE FULL
3 LENGTH OF THE CEILING RIDGE.
10 15 20 25 30 35 40 45 50 55 80
CEILING ANGLE'A',DEGREES 3. SPRINKLERS MUST BE INSTALLED WITH DEFLECTOR
ARMS PERPENDICULAR TO THE CEILING RIDGE.
GRAPH D
MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER IS LOCATED AT A PEAK
10
/ tit
LLo f2l
0-- 9uj
_
w_ UNACCEPTABLE
2z^ - - -
¢aujl� 8
a�L)Z
200
_j Lu 7 J (MAX.)
-F�? (SEE NOTE 1)
x z _ ACCEPTABLE I
<0 8 NOTES:
2 - 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE
O COVERAGE AREA BEING HYDRAULLICALLY
5 CALCULATED.
0 5 10 15 20 25 30 35 40 a5 2. 3 FEET(914 mm)IS THE MAXIMUM PERMITTED AND
CEILING ANGLE,DEGREES 1 FOO I (305 mm)IS THE MINIMUM REQUIRED.
(USE THE GREATER OF ANGLE A'OR ANGLE'B')
3. SPRINKLERS MUST BE INSTALLED WITH DEFLECTOR
ARMS PERPENDICULAR TO THE CEILING P'DGE.
GRAPH E
MAXIMUM WATER SPRAY DISTRIBUTION
WHEN A SPRINKLER IS LOCATED ON A PITCHED CEILING
OPPOSITE FROM AN INTERSECTING PITCHED CEILING
5 COVERAGE AREAS: '
0 w (a) 20'x 20' \
LL
x 4 (b) 18'x 18'
pv (8) (c) 16'x 16' -
cc Q 3 (d) 14'x 14'
D� (b) (c) (d) (e) 12'x 12' —� AA
2 S/2 MAXIMUM
Qlel'" (SEE NOTE I)
NOTES:
110 15 20 25 30 35 40 45 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE
CEILING ANGLE'A', DEGREES AREA BEING HYDRAULICALLY CACULATED.
2 SPRINKLERS MUST BE INSTALLED WITH DEFLECTOR ARMS
PERPENDICULAR TO THE CEILING RIDGE.
GRAPH F
MINIMUM REQUIRED SLANT DISTANCE BETWEEN A RIDGE AND A SPRINKLER
WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION
—8—
- T
To prevent the possible release of an F978 Sprinklers heat responsive
element (bulb), due to oxposuru to heat sources other than abnormal
fire, the 155'F/68•C F978 Sprinklers are only to be installed where the
maximum (non-fire) temperature of all the sprinklers within a compart-
ment will not exceed 100'F/38'C.
The sprinkler system piping must NOT be run through heating ducts,or 2'R,(T.P) I ,ITrPI
connected to the domestic hot water system.
The following areas are examples of locations where the ambient FRONTEDOES
temperatures may exceed 100•F/38'C. The F978 Sprinklers must NOT OF FIREPUCE BOF
be located in these areas unless the system designer can document
that the ambient temperature of the sprinklers will not exceed
100'F/38'C with the heat source in use at maximum output. 17177777 77777T
1.Where they will be exposed to the rays of the sun passing through glass Recessed Hearth Fireplace
or plastic skylights.
2. In unventilated compartments containing a fumace or water heater.
3. In unventilated attics or in an unventilated-concealed compartment ,
under an uninsulated roof.
4.Within 2 feet (610 mm, of an outside edge of a ceilin^ mounted,
downward discharging diffuser. 111
5.Within 2 feet (610 mm) of the left or nght edges of a horizontal ��
discharging heat diffuser or within 3 feet (914 mm) of the front of a ' V IT'rl
horizontal discharging heat diffuser. 2'R ITrPI
6.Within the following distances of exposed light fixtures:
SIDE$
Wattage Minimum OF STOVE
Range Distance
Less than.150 6 inches(152 mm) s �`
250.499 1 foot(305 mm)
500-999 2 feet (610 mm)
1000 and more 3 feet(914 mm)
Coal or Wood Burning Stove
7.Within 18 inches(457 mm) of the side of an uninsulated heating duct. - — —"
8.Within 1 foot(305 mm) of an uninsulated hot water pipe.
9. Within the shaded areas shown in in the adjacent Illustrations. '" L_ _�, �r ITTPI
� 1 --1
2.R ITYPI
It Tr, I1Tr1
T
I'-q'R IT IPI
Open Hearth Fireplace
IT.r TO PLUM
ITnI 11r- .
ITTrI --
'ITrPI
L$I'ITrPI
s' I6u_ 4ROU1101
r
U , m
W
J i
Range or Wall Oven Furnace cr Water Heater
FIGLVAE H
HEAT SOl;ACE CRITERIA
—9—
appropriate, advise the owner or his WRENCH TQA. representative as to the following. �— / MOU
SLOT
I. Lintels of at least 3 inches(76,2 mm)
in height and preferably 8 inches
(20,1,2 mm)should be used over all
pa%sageways from one space to an-
otlier,in order to reduce the possibil- "
ity of sprinkler operations outside of —
the fire area. _--�
ll. Eleams of at least 3 inches (76,2
rim) in height should be used to WRENCH
tlorder each of 5 or more adjoining
,Ireas of F978 Sprinkler coverage
(within the same compartment), in
order to decrease the time to first ` I-I FIs"(2sprinkler operation as well as to re-
duce the possibility of multiplev2^ RACHETDI
sprinkler operations. INDICATING 90SSES ARE IN LINE 'NIrH DEFLECTOR ARMS
Cold Soldering Criteria. Figures E FIGURE J
and F provide the minimum spacing MODELS F874 SPRINKLER WRENCH
requirements necessary for prevent-
ing the wetting (i.e., cold soldering) of
the heat responsive element (Bulb) of u icient adjustment in the
i non operated Sprinkler, which aSprinkler Assembly by under- or
s adjacent to onea which has operated. INSTALLATION
over-tightening the Sprink-
Heat Source Criteria. Figure H out- NOTES Ler/Mounting Cup Assembly. Re-
lines the requirements relating to pre- Residential Fire .Sprinkler Sys- adjust the position of the sprink-
venting the possible release of an tems should only be designed and ler fitting to suit.
F978 heat responsive element (Bulb), installed by those competent and
due to exposure to heat sources other completely familiar with au- A leak tight 112 inch NPT sp►ink-
than abnurmal fire. tomatic sprinkler system design, ler joint should be obtained with
installation procedures, and a torque of 7 to 14 R. lbs. (9,5 to
techniques. 19,0 Nm). More than 21 ff. lbs.
(28,5 Nm) of torque may distort
The Technical Data Department the sprinkler orifice seat with
should be contacted relative to consequent leakage.
any questions.
Proceed with the installation as fol-
The F978 Sprinkler is inoperative lows:
with the Disposable Protective
Cap in place. 1. The pipe connected to the sprinkler
fitting should be cut so that the bot-
Do not install any bulb type tom face of the fitting is between
sprinkler if the bulb is cracked or 2-1/16 and 2-5/16 inch (52,4 and
there is a loss of liquid from the. 59,0 mm) above the ceiling line. By
bulb. With the sprinkler held hor•• using a 1/4 inch (6,4 mm) range for
izontal, a small air bubble with the "D" dimension shown in Figure
an approximate diameter of 1116 A, the remaining 1/4 inch (6,4 mm)
inch (1,6 mm) .should be be pres- of adjustment can be used to com-
ent. pensate for the possible manufac-
turing variations in the make-in of the
All sprinklers installed within sprinklers and the take-out of fittings
compartments having a pitched (as permitted by ANSI B 1.20.1).
ceiling with one or two parallel
horizontal ceiling ridges must be 2. Apply pipe thread sealant sparingly
CL installed with the Deflector Arms to the sprinkler threads only. Use of
perpendicular to the ceiling a Teflont based pipe joint sealant is
N ridges. Failure to properly orien- recommended,
tate the Deflector Arms may result
> in impaired fire protection due to 3. Remove the Protective Cap and
cold soldering and/or inadequate then using the Model F874 Wrench,
—� spray coverage. positioned as shown in Figure J, in-
stall and tighten the F978 Sprink-
Only use the Model F874 Sprink- ler/Mounting Cup Assembly into the
w ler Wrench for installation of the fitting.The F874 will except a 1-1/16
'u F978 Sprinkler. Do not wrench an inch (27 mm) hex socket or a 1/2
the Sprinkler/Mounting Cup As- inch rachet drive.
sembly other than as shoran in
Figure J. After installing the Sprinkler/Mount-
Ing Cup Assembly, the Protective
Do not attempt to make-up for in- Cap is to be reinstalled until the ceil-
—10— t DuPont Registered Trademark
ing installation and finishing is com- fore and after installation. Sprinklers and larvae by gently brushing
plete. The Cap is intended to help damaged by dropping, striking, with a feather duster or gently
prevent damage to the F978 Sprink- wrench twist/slippage,or the like,must vacuuming with a soft~bristle(ie.,
ler during ceiling installation and/or be replaced. Also, replace any sprink- dusting) brush attachment.
during application of the finish coat- ler that has a cracked bulb or that has
ing of the ceiling.Also,the tip of the lost liquid from its bulb (Ref. Instal- The minimum vertical clearance
en the a ops of free standing
Cap can be used to mark the center lation Section). betwe
of the ceiling hole into plaster board, partitions, room dividers, cab-
ceiling tiles,etc.by pushing the ceil- NOTES inets, storage racks, stock piles,
ing product against the Cap. Absence of an Escutcheon Plate etc.,and the spy ink ler deflector is
may delay the time to sprinkler NOT to be less than 'he clearance
5. After the ceiling has been completed operation in a fire situation. given below.
with the 2-5/8 inch(66,8 mm)diam-
eter clearance hole and in prepara- Before closing a fire protection Horizontal Distance Vertical
tion for installing the Cover Plate system main control valve for from Sprinkler Clearance
Assembly, remove and discard the maintenance work on the fire pro- to Item, ft. (m) In. (mm)
Protective Cap, and verity that the tection system which it controls,
Deflector falls freely. permission to shut down the af- More than 6 24 (610)
fected fire protection systems (1,8) . . . . . . . . .
If the F978 Sprinkler has been dam- must be obtained from the proper From 3 to 6 19 (483)
aged and the Deflector does not fall authorities and all personnel who (0,9 to 1,8) . . . . .
freely, replace the entire F978 may be affected by this action Between 2 and 3 16(406)
Sprinkler assembly. must be notified. (0,6 to 0,9) . . . . .
From I to 2
6. Screw-on the Cover Plate Assembly It is recommended that automatic (0,3 to 0,6) . . . . . 13 (330)
until its flange comes in contact with sprinkler systems be inspected Less than I 10(2.54)
the ceilinq. and maintained in accordance (0,3) . . . . . . . . .
with the advice and suggestions
Do not screw-on the Cover Plate given in NFPA 13, 3A, 13D, and
Assembly such that it will lift a ceiling 13X as applicable. Exercise suitable safety p o
panel out of its normal r»sition. tions in the use and storage of
It is recommended that automatic highly flammable and potentially
If the Cover Plate Assembly can- sprinkler systems be inspected quar- explosive materials. The rapid
not be engaged with the Mount- terly by a qualified Inspection Service. rate of fire development and
ing Cup or the Cover Plate As- spread which can be caused by
sembly cannot be engaged The F978 Sprinklers must only be re- such materials can reduce the
sufficiently to contact the ceil- placed with pendent sprinklers which ability of the sprinkler system to
ing, the Sprinker has been posi- are listed for residential fire protection aid in the control of a fire in
tioned incorrectly and must be service and which have the same nom- which they are involved.
repositioned according to Step inal K-factor,the same coverage area,
No,1, the same or lower flow ratings(as indi-
cated under "Hydraulic Design Cri-
teria").
All residential sprinklers installed
within a compartment (as defined by
the NFPA) must have the same heat
responsive thermal characteristic, and
their temperature ratings are to be
within 10'F of each other.
CARE AND MAINTENANCE
REMODELING
NOTES
The F978 Sprinklers must never be Wet pipe sprinkler systems must When remodeling, such as by adding
shipped, stored, or used where their be maintained at a minimum tem- false beams or light fixtures or chang-
temperature will exceed 100'F/38'C perature of 40'F/4'C. Exposure to ing the location of compartment walls,
and they must never be painted, freezing temperatures can result first verify that the new construction
plated, coated, or otherwise altered in bursting of the pipe and/or will not violate the installation require-
after leaving the factory. Modified sprinkler, ments stated under WARNINGS. Alter
sprinklers must be replaced. Sprink- the new construction and/or the sprink-
lers that have been exposed to corro- Do NOT enclose sprinklers within ler system to suit the requirements of
sive products of combustion, but have drapes, curtains, or valances. this document.
not operated, should be completely
.I cleaned by wiping the sprinkler with a Do NOT hang anything from the
cloth or by brushing it with a soft bristle sprinklers.
'- brush.
Automatic sprinklers are NOT to
NOTE be tested with a heat source. Op-
Particular care to prevent over- eration of the heat responsive ele-
heating must be exercised when meet (Bulb) can result.
A storing.sprinklers in cars, trucks,
J trains, or other vehicles on warm, Do NOT cleanse the sprinklers
bright sunny days. with snap and water, detergents,
ammonia, cleaning fluids, or
Care must be exercised to avoid dam- other chemicals. Remove dust,
age to the F978 Sprinklers - both be- lint, cobwebs, cocoons, insects,
—11—
ORDERING PROCEDURE
LIMITED WARRANTY
Orders for the Model F978 Designer The manufacturer warrants for 3 period of one ,year from the date of sale
Residential Concealed Pendent (warranty period)that the product(s)sold hereunder are free from defects
Sprinklers must include the descrip- in material and workmanship.Cur obligation under this warranty is limited
tion and Product Symbol Number to repair or replacement, or, at our option, we will repay the price paid for
(PSN) where applicable. the product(s), plus any transportation charge paid by the purchaser. In
the case of replacement, we will pay the transportation charges to the
Contact your local distributor for avail- location of the defective product. We must be given the opportunity to
ability. inspect any product you believe to be defective. To make a claim under
this limited warranty, you should contact our Sales Services Manager at
Sprinkler Assemblies: (401) 886-3105. ^i J
Specify: 4.2 K-factor, 155'F/68'C,
Model F978 Residential Concealed THERE ARE NO OTHER WRITTEN OR ORAL WARRANTIES. ALL
Pendent Sprinkler with (specify type IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR
finish) Covor Plate, PSN (specify). A PARTICULAR PURPOSE ARE LIMITED IN DURATION TO THE
DURATION OF THE LIMITED WARRANTY SET FORTH ABOVE. ,yx
Painted While
Cover Plate PSN 51-978-0.155 The manufacturer does not assume any other obligation in connectf
Chrome Plated
Cover Plate PSN 51-978.9•t55 with the sale of the product(s) by purchaser.
Co '
Contact your local distributor for This +warranty shall not apply to any product(s)which have been installed
availabilty. in violation of written instructions furnished by the manufacturer,repaired
or altered, misused or damaged, or not properly maintained.
product Symbol Numbers are not
r;pecified when ordering F978 Sprink- The manufacturer is not liable for indirect, incidental or consequential
lers with a special painted finish for the damages In connection with the use of the product(s).
Cover Plate. It is suggested that a
color chip be provided when ordering Some states do not allow limitations on how long an implied warranty
special painted finishes. Otherwise, lasts, or exclusion or limitation of incidental or consequential damages,
responsibility for duplication of the de- so the above limitations or exclusion may not apply to you.
sired finish cannot be accepted.
THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS, AND YOU
Separately Ordered Parts: MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO
Specify: Model F874 Sprinkler STATE.
Wrench, PSN 56-976-1-001. �\
Order for NFPA publications should be
addressed to the:
Publication Sales Department
NFPA
Balterymarch Par'•,
Quincy,MA 02269
The following patent is applicable to
Replacement Parts: the Model F978 Residential Con-
Specify: (description) for use with cealed PEndent Sprinkler:
F978 Sprinklers, PSN (specify).
U.S.A. 5,i 52,344
Spnnkler,rMounting Cup Assemblies
are not available as replacement parts.
Painted White
135'F/57•C
Cover Plate The nominal weight of the Model F978
Assembly PSN 58.978-0-155 Residential Concealed Pendent
Chrome Plated Sprinkler is 7.2 oz. (204 g).
135'F/57'C
Cover Plate
Assembly PSN 58-978.9.155
rl
CL
Product Symbol Numbers are not
specified for replacement Cover Plate
F Assemblies with special pair,ted fin-
ishes. Records are not maintained of
-� previously ordered special painted fin-
ishes. Therefore, it is suggested that a
color chip be provided when ordering
w replacement parts with special painted
—' finishes. Otherwise, responsibility for
duplication of the desired finish cannot !
be accepted.
QU Reg trademark of GRINNELL CORPORATION,3 TYCO PARK,EXETER.NH 03833 A 1tgC0 INTERNATIONAL LTO. COMPANY
Sheet of
Grinnell Fire Protection, Portland, OR
Date 09/02/99
Job: RES2ONE
PROJECT INFORMATION
Joh_ RESIDENTIAL LOT #2 ONE HEAD SPRINLER CALCULATION
14155 SW 120TH PL
-------------------------------------------------------------------------
Occupancy_ _ _ _ _ _ _ _ _ _ _ _ Light Hazard
Density_ _ _ _ _ _ _ _ _ ._ _ _ _ 0.063 gpm/sq.f t.
Area of Operation_ _ _ _ _ _ _ _ 256 square feet
Area per Sprinkler _ _ _ _ 256 Square Feet Maximum
Authority having Jurisdiction_ _ NFPA-13
Hose _ _ _ _ _ 10.0 gpm DI)KRS-ac- SASE
System type_ _ Wet
Water Supply _ 69.00 psi Static, 50 .00 psi Residual @ 0.0 gpm
Sprinklers _ _ 1/2 inch orifice
------------------------------------------------------------------------
CALCULA'PION SUMMARY
Demand_ _ _ _ _ 31 .57 psi @ 16. 0 gpm @ B.O.R.
44.07 psi @ 26 .0 qpm @ Supply
69.00 psi. available @ 26.0 gpm
Demand is below curve by 24 .93 psi
------------------------------------------------------------------------
Notes:
CL
PROGRAM: 'HydroCalc' by Micro Space Systems
P.O. Box 5069, Glacier, WA 98244-5069
( 800) 334-6263
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RESIDENTIAL LOT #2 ONE HEAD SPRINLER CALCULATION
14155 SW 120TH PL
*: Static = 69.00 psi Residual = 50.00 psi at a flow of 0.0 gpm
F: Demand at BOR = 31.57 psi with. 16.0 gpm flowing.
D: System demand = 44.07 psi with 26.0 gpm flowing.
*: Pressure available = 69.00 psi when 26.0 gpm is flowing.
Demand is below curve by 24.93 psi. (36.1%) for Remote Area 1
PSI Multiply pressure scale by 10 N1.85 Graph
10++--+---+----•-+------+---------+---------+----------+-----------+-------------+
9+ +
8+ +
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E+ +
5* +
D
4+ +
F
3+ +
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GPM
Multiply flow scale by 50
Sheet
Grinnell Fire Protection, Portland, OR
Description of Fitting abbreviations
Code Description
------------------------------------------------------------------
T Tee
E Ninety degree elbow
PT Plastic Tee
PE Plastic 90 degree Elbow
BKF Backflow preventor
MTR Meter Loss
GV Gate valve
Description of Other abbreviations
Code Description
-----------------------------------------------------------------
BL Branch Line
CM Cross Main
PT Total pressure
PE Pressure loss due to elevation changes
PF Pressure loss due to friction
^ .5 Raised to the power. of . 5 (Square Root)
A Actual pipe length
F Fitting equivalent pipe length
T Total pipe length
RES20NE 09/02/99 4:26pm Sheet
Grinnell Fire Protection, Portland, OR
Sprinkler Systems Hydraulic Flow Calculations
RESIDENTIAL LOT .#2 ONE HEAD SPRINLER CALCULATION
14155 SW 120TH PL
Raw data previous to any calculations
No. Code Diam Length Kfacl Kfac2 Press Elev Hose 1IW Vel Fittings
1 EL1 1. 109 10.4 4.2 14.50 0.00 0.0 150 32 1PT
3 CM1 1.109 17.0 BL1 0.00 0.00 0.0 150 32 1PT
4 BU 1.109 15.0 CM1 0.00 10.00 0.0 150 32 3PE
5 RI 1.109 8.0 BU -6 0.00 6.00 0.0 150 32 2PE,IBKF
6 UG 1.109 45.0 RI LO.00 0.00 10.0 150 32 1T,1E
7 UG 1.109 0.0 -6 0.00 0.00 0.0 150 32 1MTR,IGV
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RES2ONE 09/02/99 4:26pm Sheet
Grinnell Fire Protectioh, Portland, OR
Sprinkler Systems Hydraulic Icw Calculations
RESIDENTIAL LOT #2 ONE HEAD SPRINLER CALCULATION
14155 SW 120TH PL
i Pipe Flow pia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 1 C = 150
A 10.4 PT 14.50 1 End head
16.0=4.20(14.50)^ .5 F 5.0 PE 0.00
1 16.0 1.11 1PT T 15.4 0.04343 PF 0.67 5.31
PT 15.17 3 Cross main Jct
K-factor for branchline no. 1 = 16.0/(15.17) ^ .5 = 4.11
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RES2ONE 09/02/99 4: 26pm Sheet
Grinnell Fire Protection, Portland, OR
Sprinkler Systems Hydraulic Flow Calculations
RESIDENTIAL LOT #2 ONE HEAD SPRINLER CALCULATION
14155 SW 120TH PL
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Cross main 1 C = 150
A 17.0 PT 15.17 3 BL1
16.0=4.11(15.17) ^ .5 F 5.0 PE 0.00
3 16.0 1 . 11 1PT T 22.0 0.04347 PF 0.96 5.31
PT 16.13 4 r11k Jct
K-factor for Cross main 1 = 16.0/(16.13) ^ .5 = 3.98
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RES20NE 09/02/99 4:26pm Sheet
Grinnell Fire Protection, Portland, OR
Sprinkler Systems Hydraulic Flow Calculations
RESIDENTIAL LOT #2 ONE HEAD SPRINLER CALCULATION
14155 SW 120TH PL
Pip(-, Flow Dia Fitting Length. Fr Loss Press Hyd Vel
No (g1m) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Bull: C = 150
A 15.0 PT 16.13 4 CM 1
16.0=3 .98(16.13)^ .5 F 21.0 PE 4. 33 (EL= 10.00 ft)
4 16.0 1.11 3PE T 36.0 0.04347 PF 1.56 5. 31
PT 22 .02 5 Top of Riser
K-factor for Bulk = 16.0/( 22.02) ^ .5 = 3 .41
Riser C = 150
__--• A 8.0 PT 22.02 5 Top of Riser
F 14.0 PE 2.60 (EL= 6.00 ft)
5 16.0 1 .11 2PE 1BKF T 22 .0 0.04347 PF 6.96 5. 31 1BKF = 6.00#
PT 31.57 6 B.O.R.
Under ground. C = 150
A 45.0 PT 31. 57 6 B.O.R.
10.0 gpm = Hose F 13 .9 PE 0.00
6 26.0 1 . 11 1T lE T 58.9 0.10672 PF 6.28 8.64
A 0.0 PT 37.86 7
F 2.0 PE 0.00
7 26 .0 1 . 11 1MTR 1GV T 2.0 0. 10672 PF 6. 21 8.64 1MTR = 6.00#
PT 44 .07 8 Supply Jct
Supply pressure available with 26 .0 qpm flowing is 69.00 psi,
thus system requirement is 24 .93 psi below supply curve. ( 36. 1%)
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RES2ONE 09/02/99 4,-28pm Sheet
Grinnell Fire Protectio_i, Portland, OR
Sprinkler Systems Hydraulic Flow Calculations
RESIDENTIAL LOT #2 ONE HEAD SPRINLER CALCULATION
14155 SW 120TH PL
Node Detail
Discharge Pressure Outlet Elevation
Node (gpm) (psi) K-Value Source (ft) Comments
1 16.0 14.50 Orif= 4.20 16.00
3 - 15.17 16.00
4 - 16.13 16.00
5 - 22.02 6.00
6 10.0 31.57 Hose RI 0.00
7 - 37.86 0.00
8 - 44.07 Supply 0.00
RES2ONE 09/02/99 4:28pm Sheet
Grinnell Fire Protection, Portland, OR
Sprinkler Systems Hydraulic Flow Calculations
RESIDENTIAL LOT #2 ONE HEAD SPRINLER CALCULATION
14155 SW 120TH PL
Pipe Detail
Actual Total Elev Fric Fric Press Press
Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End
No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi)
- -------------------------------------
1 1.11 10.4 15.4 0.00 16.0 0.0434 0.67 5. 3 1 3 14.50 15.17
Fit= 5.0 1PT
3 1.11 17.0 22.0 0.00 16.0 0.0435 0.96 5.3 3 4 15.17 16 .1+
Fit= 5.0 1PT
4 1. 11 15.0 36.0 10.00 16.0 0.0435 1.56 5. 3 4 5 16. 13 22.02
Fit= 21.0 3PE
5 1.11 8.0 22.0 6.00 16.0 0.0435 6.96 5. 3 5 6 22.02 31.57
Fit= 14.0 2PE 1BKF
6 1.11 45.0 58.9 0.00 26.0 0.1067 6. 28 8.6 6 7 31. 57 37.86
Fit= 13 .9 1T lE
7 1. 11 0.0 2.0 0.00 26.0 0. 1067 6.21 8.6 7 8 37.86 44.07
Fit= 2 .0 1MTR 1GV
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