10350 SW GREENBURG ROAD-3 tJUJ A04EA IS 1/Z UI
NOTE TAsuc�►7ED rOTAI ,�u>fE.A _ :,. � •> -�.� ,.
TOS INC.
IS NOT 'l0 CONNECT �'� OR DRAW c � 1. rHl[3 SYS IFM i8 UE>i113NE:U TO i:Ul11!'I'f Vlliiil NEPA 19 $IANI)A11t)b,
_ �i�ER�GROUND NOTES -, '•w} AND Eik RVt%ED[)1iFD 11Y 1T If:CITY T)lJ11Ll�INCi ULPI ,FII DEFT ANuroll
FROM
THE UNDERGROUND PIPING UNTIL
f °r - I P.4. .r.YRASTcu�Irlr+ couNTy F-1RE PREYENrtt;)N PFIt(1n 1(1 T:oi,AENZI�Nr c•i wvRK.
No rlo �NGwpv.l,rTlRg utBOliAroFnP
A CERTIFICATE pl= FLUSHING HAS BEEN 1 A4L UNDERGROUND PIPING SHALL BE: � __
UUCTIIE IRON T(7 BE 4' CLASS 52 WITH TYTI�N JOINT /� �-+��a yuelT BeBt u=ar, w,t,ti 4 k �I��D[)EglpNp� t uA (,,.�' , Ff!'��,�!•�?Ll WITIi A
►�1u.�A ttk.COU.LLJ>f11FOATThC+iAt[tJIS
4' CLS 52 WITH
50 WITH TYTON JOINT ,/; Nl.rtiP00D OVER r10 Pro�lYYW1u. ATT&Q OA FIC, •-� DEN$Irl'of -I A 16rj *ffi TI tI�AX. I t9m iftelmo OF
PROVIDED. THE CERTIFICATE MUST BE y _ .. mcg �� } gI64TpJ►IO1ITFTTTI,�O +Po.,AN►ra1A+r� 13a.Vit. AT Tool AND-�Z' $a. 1"T. ElElovu cE1LtNo.
s} �< f 91 OF 110LT5
BY THE APPROPRIATE INSPECTING 2. ALL UNDERGROUND FITTINGS SHALL BE DUCTILE IRON CLASS 250 , .nl r"1'1wMsT°�w lues t$C7 KITc �y
1 T'EE F'T,11Gi,E,p CROSS 1178 1'L.I+c. Ut( CAF' 1�� I'YPy11RL T10Nl1 �LW�� 3. WA 11-11$I.IPt'1Y DATA:
AGENCY WITH MECHANICAL JOINT, WITH RETAINING GLANDS _ ,,� IT
E CrNAt'li Ar1ACHEq tU CALCULA1tt�Ns
- I IIS.�F,►�1�
3. VALISES TO BE MECHANICAL JOINT.(UNO) 1.01OWTUD11 IIRMX 1. PIPWG FROM 10.10 SIMLL FW.. tXAHEDIILF 10
:eAF�M11M16i r1101Pr1 MAI CON I INU0418 A ) BLACK 81�LL PIPE COM OtVAIN(i 10 NF PA 19
/ - 1 1ia11 ;O►7KNIAL r r"W)
4. INDICATOP POST TO BE ADJUSTIBLE. L iIJ,w" e ' , lAlllF ? 1 tY1R! E[)ITIC)N.
_ C - �11ow►t Ft>,T PI NG T NC)M R 1 1 11 SNALI Bit ;11 OULE 10
P1 I D p � T3L k
TA 5. ALL UNDERGROUND TO BE A MIN. 36' BURY AND TO BE RODDED � '� CONIINu<w13 W€l$ BL11CK WTI PIPs. COMFt.NiMwa TO N1 PA IS ,
WATER MAY PA-_�. AND'OR THRUST BLOCKED PER NFPA 24 SEE DETAIL THIS SHEET. A IAIiIE 2 3 1 lout EDITION
- - -
�c,,Ip IL PS1 l I d• GAURD POST TO BE INSTALLED AROUND RISER AND AROUND PIV•S OR � WA r �ov>s: ro A� AL�Fta
i C ONIMUM AFOU 110 `' GiiU1JYE t) P►PINi�1 t1.f14E1 Ul3F AF'I�IiUi1rU (3tIftAVEU
A j N+C1�J00T8UE-TWHT111401LA ''�'"TA" CT11NOS AND COI1111-104 S
WM FLO OTHER DEVICES SUBJECT TO DAMAGE.(POST BY OTHERS; 81::NU PL UGGET) CROS'", ;L.UGGED TEE NIIf1A1tf10il1YIRi RPAINA V%FLT LtAf PC)�1" `�
-- - ,-- T HREADE 1) PIPING TsNA1.1 LIST'CLASS 125 CAS 1 IRON F 1 T 11NOti
DATE�2`MI•A!7 INFCIf�MATTON FROM 7. ALL UNDERGROUND PIPING TO BE HYDROSTATICALLY TESTED AT 200 PSI 1 CONCRETE T`HRU'ST BLOCKING TO BE POURED AGAINST UNDI TRUBEI! EARTH 1h�-PU�IIO�uD'111�T�CGf#0N.CA l*Qft A9 CONFOFWIta/i 10 ANSI B 161 SPI CIFICAT"S.
--- FOR 2 HOURS.
2 KEEP CONCRETE. CLEAR OE JO►Vi MIO K CE550R1E5
8. ALL UNDERGROUND SHALL BE FLUSHED. J. IF NOT $MOM ON Furls REED 0E03W ARMs AT FTtTING SFiA" 9E AS INDN:AIrM BELOW. AOJUS-TrD IF 5. PIPE= FAtilul:Al ltN( SHALL( F�#AI'I Y IN1114 hI T'A t T.lO1NINO OF 1'1PE
NECESSARY. TO CONFORM TT) THE TEV PRESSUKS AND ALLOWAKE SON. KARINC STRESSES STATED IN THE AND Ft Fl IN(28
SVFCIM SPECFY'A t NS
O WELDED I'll IINI:i:i 1C)C(MAP1 Y Will'. T,(L AW';I) 1U D,I EVt I ARi-B
4 BEARW AREAS MIC+ SPECIAL BLUOUW DETAIS %1UWN ON RAMS TAKE PRECE'DENCf OVER BEAMW AREAS SIANOA114).
AND SLOCK)NG OETAII.S SHOW ON THIS STAIIWWO DETAIL
~^ 5 POSITION VALVES. 1 AR ENOU(;H FROM F7r?1NGS TO BE CLEAR OF THRU51 ULO(:K CCNCRE TE 7. FID PROl IAL BHAU_E. NEW ANU U ► ANU/c)n F.IA I.iSTEp FAt1
FIRE PR[?IEClIt1N USE.
,
1 b ALL CONCRETE SFV►LL Of 3000 PSI IN 14 DAYS
I1. ALL P1P1N(>}11ifAI 1 8E NYDT10l3T/!TK:AI.LY IEtiIED AT 200 PSI FOA
2!IOt=PER Ni VA 13-A COPY OF T US T CEtI I IFICAI ES 10 5U
- -�-- KARIW, AREA OF THRUST BLOCKS IN SOME FEF+ - ^-
PROVIDED A! C±11M1/CEYLON OF JOB
i TEE. WYE, err BENo T1iF
�T
J FTTTI NG PLUG Ow, PL-j - PLUGGED I I 0. At L PIPF HAN(k118 ANO SWAY DHACING SHAT l_(AMPLY'Will I NFI'A
SIZE r-AF CROSS ON RUN 4S BEND 22-1/7 REND 1 + t/4''BEND
BTANUAtiUB. 8E t 1'i AN FOR UE"TA11.8 AND 1 OCA I LUN
�+ � ---- ------� - -_-._ Al A2 _ - __...._
10. ALL ELFC I f11CA1_WIRING 19 6Y v I HERS.(I1NU',
11. ALL CLEANING AND PAIN
4-
7
OF PIPING BY t)IIIERS.(IJNO)
)6 5 I r :9 1 S 0 ) ( Al KE R 10 ITE A ITACHEI TO FNS
_--.
12 HIVE MUI.I .C .0 BTI(: " ) I:n.
A"C BLAR04G AREAS MSFD ON TE5T PRLMURF OF 150 9.5., ASCO AN A LOWA&E SOIL (TEARING STRE55 Of
r./ 2000 POUNDS PER SQUARE FOOT TO COMPVTE BEAT' W Af?W FOR DOTERENT TEST Pm. SLOWS AND SOK 13 SPHINKI Er,,IIEN)CABINET WITH SPARE SPTUN!(LERS AND 8PPINKLEII
N� r' /� aE&ANG STRESSES. USE THE sOU00W EQUATION: SEARING AREA - (T1:S P*E5SURE/150) x 0000/SOIL HEAD WRENCIi IO BF I'MOVIUEU.
� KARINc STRESS) X (TAAL VALUE)
r7�I G� GO►'1 M .21 UA L_ GENERAL NOTES
{pPE q/W C4 N 6TWX,.-r I P E
�--:/ EM DESIGN PER N.F.P.A. f.31
'3 1 7'9 *& T 2 ALL IMA1TRlALS NKLER rSHAL1 E NF* AND U.L LISTED OR F.M. APPROVED
I IE\(i/ 4 Hol- t^P , �f F DFT/�IL_ THRUST BLOCKING DETAILS
,�. E�ATF1 �/�V� �� _IL � �'• N � NpT l0 SCAL�� 3 FIRE SPRINKLER SYSTEM {0 HC INSTALLED, BRACED AND TESTED IN ACCORDANCE WITh N.F.F.A. X13
Mlf�'rFK � T. / D•2 ++ 4 IN LOCAU TIES SU&ECT -0 i'�REZlNG CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROFADE HEAT
L r N2 G � THROl1r.,HOt1" THE r1Ei PIFr`_ SPRINKLER SYSTEM AREAS AND lNL�ICLOSURES F� DRY PI°�. , DELUGE AN
OTHER FYFE'S O'I VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SY5TLMS
17 W/ MF(�'A [,UFA
5 FIRE PROTECT10N CONMA,., ;k SHALL NOT BE RESPONSIBLE FCR THE AEIUTY OF THE STRUCTURE TO
ADEQL;ATEt.Y SUPPORT Tr{E FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF
6 ALA.. ELECTRICAL, PAINTING CF PIPE FURRING, CUTTING OR PATCHING TO BE BY OTHIERS
,IPS -f *-Aa-' ,� ) `\ 12 >�,�f Q_ U}r�l CT 6*rp, 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT F COLING TILE
�,. ''','` � U,�c ( 1 T� 8 PIPE SIZING PER N.F.,P.A. i13 PARA 3--5 LIGHT HAZARD PARA 36 ORDINARYHAZARDPARA 3-7 EXTRA HAZARD
I]D1�2 U II.J`'K"� � ) � \ II D�'C� ,�A '•� I 9 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .10 G.P M (LT.HAZ) do .15 G.P.M.(ORD.02)
A U. U r,{ bt C� � i
�it d,�rt1Imo. C�I�TT�_I!'."f ytG FOR THE MOST REMOTE 1500 S.F.
--^ "" �Et' LATA I L.• 10 LIGHT HAZARD OCCUPANCY - 225 S.F./SPRINKLER ORDINARY HAZARD OCCUPANCY -130 S.F./SPRIWL_rR
11 12 - 2' PIPING TC) BE DYNA THREAD 2--1/20 AN•� ABOVE TO BE DYNA FLOW
i
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ELEVATION
� ,� �� - n .S}� �} I. PF.IJGS SiWl FIF itlSTALt.EL N TT•,",5T C'JG1CS
I �„ �p� F 2. AS9OtWY MAY ALSO K I JLRfYM ABOVE' (XKAJW IN tiN
G7 -__.._ Z f y�'fi t�f rItJ I •� j litkILAIM PROTF-.erME rl+ru.MOF OR BUILO c
TI/C�TrCr� r L 1.� ^ 1. 04WX VAULT MIA" MO T F N[M3ARY
WItAp �. 4 VI L ('ISI � ,A�Ep 4. SCI L1ATIDlI AND MO LnM A.33a M.Y SHALL CS7otI LY WITH
,- ,. >; prMA �,0 ATR) o+I1P :�--.1-M
P'RhVDC 2 PK SCC 40 DrMtl on AM wwmaTG _.
M r• - •. W -TIZ 1 M P/1k;r-A�i1� FUW U" DdcNARaE TO oAYLraPr
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�T ALY ��/��� ! A o� VWJ 13 PIgMMiD
(,,�V P Greenbury Rd. 10350
N _ BUP98-00035
® X �l N.CM P ------�--�__ _ -- T of
--HAW Cc*jt4'lE-11p• ..R>r► trip-lln► ; x-3+1 CITY OF TIGARO 1J f?I~ ~ {�-Cv�ID 1►. ; 'tl
'J 1 Irl F'F. P� .t.)h'� r► I 11a►-rrl i ' 4 Approved....................•......................... .[ �:
4 � / I ... ..... ... .
��A�� �p ___.� - 7[p �.- H �+ f ; Conditionally Approved........ [ ]: 1rV1l�1TT FIRE PROTECTIONINC. �
.I � ) ""'� "` 8 `"Ml 81 - � For only the work as describe
d in: ,
K ��� 'T3flA 4 Q� �0 - NSTALLATION AND MAIN NANCE
G,L r� z- > t r.t'Y T* jd19f j W'gW pmrrg -' -`0rA0W�: Seo MIT N0. '
,, • � sols 5 W 13URNNAI,A
Letter t0: Follow. ••[ 1� � � TIGARD. (�RECsON 97233
--n D rA _ ' �____ -
Job Address: �O 35� �-+''� � C, TOTAL SPRINKLERS DATt'
Date: i lti►
t ��T� By: _� THIS SHEET a jAk, '9�
-� CONTRACT - SCAIE
REVISIONS-LOCATE BY GRID COORDINATES HANGER LEGEND DEVICES STANDARD SYMBOLS STANDARD SYMB ALS SPRINKLER HEAD SYMBOLS REVISIONS- LOCATE BY GRID COORDINATES APPRMA13 A INACTION MIOPI! CONTRACT WITH - _
-- -- L• NOOKS LENGTH AS DESIGNATED SPRINKLERS TYPE DEGREE 111Y. f POST INDICATOR VA1VE 3 - A.ARM CNKK VALVE �:> UPRIGHT ON I i 2^ UUTIET l '�J I G A�1 G .9Y 1 1 p -
�
FIG, Alf) CEILING FIG, ROD 1< RING, � i ^ --------------•--��-. _� _------ ----- SHEET
- -
PENDENT ON 1/2 CUTLET
Ri;fR �,viAIAJIM VALVt F-� --- - ----- -- - -----_ -_-__
# S - TIG. 133 CEILING FlG, ROD N; RING ---- -- --- -_ -------- ? KEY VA1VE 0 --
_._ Tl
- _ -- -- - -- --- - - " - _ - --- ado ' cin
IF _ COACP. SCREW, ROD N. RING flRE HYDRANT 0 a ;TR w/DRY VALVE UPRIGHT ON 1 5TUS6•U, _ a --� - A• h.IT (I �,,� E
- - ------- ---- . .. - -- --- --- - - --------- --_- # I - CONC. INSERT, 100 6 RING, PENDENT ON I" DROP - - ---- -FI -- - - - .-- - - - - --
---. .._. _ . .,.: `r - EIRE DEPT. CONNk'CTICM4 JiJ RISER w/ELK. FLOW SIMTCH E!F __. - - --- -- -
-_ l
1 A( PNON! -
__-- -- -..------ - --- - --. - - - �N I) - EXPANSION CASE, ROD rl, RING FLUSH SPR ON 1" DROP /At AS4 .,fin !� � `L /1 L i 1 I T
- -- O.S. N1 Y BATE VALVE R, w VE -_-. -_ /YC po F --=-L- �7 __ (J , i Wr f A M
-- ISIR /DELUGE VALVE W E��N��- �L, �r �TIq
WATL L -- - - - _ - - - - Al ILL -- ---- -
-- - - !t a0 - EYE ROD 6 RING a TOR bFt.
- - SWING CFI MO SI 6 ADEN O DROP _ ___ __-- ,..,
' _.- _ -___ � 11 "C' CLMA►. ROD 6 RING -- _.� fll SIDEWAiI ON 1 2"IOUtIFT I.
i { �-y j.��(���)„i �`'•,I �
� ECIC VALVE vE fllltil AOOR� I �� (,✓ �1tu �.•
------ - --- ---- -- - -- CITY
# 12 - 'J" ROD ANGLE CLIP, ROD L RING - - 1 - NEW UNDERGROUND .ii•. EIEC-TRIC BRI UP _
w N UP b ON AT SAME ICK:JITION - - -- - - -- ----- �7►� �� _ - Er . G, �L� F��-� a
- # I! - AWGIE IR JN CLIP R00 JI, RING a pa - EXIST UNOERGROUNO ii - FL'bH F IRf D!T CONN. 'T'f'
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IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I � I L I 6 _I I g I I -
No,3t! e°
IT IS DUE TO THE QUALITY OF THE _
ORIGINAL DOCUMENT £ Z 8L LZ 97, Z 6Z £y Z TI; £ 8T 8t LT 9t 9t fit £T ZT Tt T II 8 �8���L �T9 4 T' £ L T81LIN e'
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All BRANCH LINES SHALL E3E PITCHED
6 q /
A MIN. OF- 1/r PER 10'- 0' j \ I, X - +--
BRANCH LINES SHALL DRAIN BACK TO �� � �`D I ll'Ll
`.�1�,, + �.
MAIN OR APPI•IOVED DRAIN I O,CATIONC. ► I 11 � �� - _-_- -..n... �� t-LA r I!'' #+' ,�� T` -1 .._ _. �` `
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ALL MAINS LINES SHALL. BE PITCHED 14"
A MIN. OF 1H• PER 10'�-- 0" I t I t _ ( -
MAINS SHALL DRAIN BACK TO RISER OR _._ ,r __ ( 04-
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19 APPROVED DRAIN LOCATIONS. ) ( *�
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�K I - ► +NoTALLATION AND ✓VfA1NT[NA�t(
�, • 9096 S W BIJANHA�+ o
' ffCARp OREGON 97233
TOTAL SPRINKLERS
T to AT
Q D E
110
41� THIS .SHEET
CONTRACT -- -- SCALE --
REv!SIONS- LOCATE BY GRID COORDINATES HnNGE1? IEGEIID DEVICES - STANDARD SYMBOLS STANDARD SYMSW SPRINKLER HEAD SYMBO!-S RFVISIONS LOCATE 9Y GRID COORDINATES APPROVALS � INSP T10N //10011 CONTRACT WITH ��
HOOKS LENGTH AS DESIGNATED SPRINKLERS TYPE DEt3REE QTY. _ TC►R VALVE u
`— - - - -- - ---- --- ---- --- - - POST INDICA - A,-ARM CHECK VA1VE 4 -- UPRIGHT ON 1/2" OUTIFT 1 GI 145F�"t"� CR _
- 4_ --
- _— --- - - ---..--__—_.V.-- -- -------- � 3 - FIG Ifa CEILING fIG. ROD i RING � i�l,.� I�.r� • .�__ Q - ----- - -- -- -___----... �___—.._
j1�5 v� _
� A - FIG 153 CEILING FIG, ROD L RING --- _ "-"' ,S� .1- -. - - " FT _.._..-- - - _ _ __ Z��/� �L—_.._ ._._ ADOM — ENGINEER SHEET
9 Y Kfl' VALVE RISER w/AL/1tiM VALVE $ PENDENT ON I/? UUTI
-- tt __ C➢• F1RE HYDRANT RISf11 w DRY VALVE UFPIGHT ON 1 5TU6B-l'P - - ? --_- — CITY L -9
S - -- -- 1 _ COACH SCREW. ROD RlNt; C '. _ j_ -_ ___- __ -. _ -_ -- -- --_ . _ -_ F?N—rA I I`1
• # / -- PENDENT ON 1 DROP 4
- CIJNC INSERT, ROD � RING SWITCH " '
- � `t' FIRE DEPT CONNECTION +iU RISER w r•11C FLOW SWI C'1" PHONE
` — - - * 0 - EXPANSION CA'1, 000 K RING � VANE VE - SH SPR ON 1" DROF WATER DIO?. ARCHI T-�
I r
10 EYE RUO ` RING t_. _ - t - O.S L Y CW,TE - I SER UGE t/A1 _ - - .-_._.. ('IIA - 1f
W
--�- �] 1 w/D6. FLUSH
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