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11565 SW PACIFIC HIGHWAY-8 0- :m i 6"WA TER PER, AS BUILT _ 12"DI PER Ac_BIJILT- U GAS RISER & l y 2 BOLLARDS I I ' TE N I-� N I P A CE \ R PER SITE VISIT I \ 6"WATER PER AS BUILT A5,BUILTFR I f��•; M \ / 1� f 3 & PAINT LOi ATE '- - -..._. � B E I \ E I��� V E �� \\ _ . W „yy .____�w____- -_w W -W.--- -____ _W ----�---- W - 1N - 18( i�- -- W -- W - - yyrSK 1 ) 07 /1 S � F , \ -------------------------------------------------------------- - ----------------------------------- . W. P R U � - S T E E T NPAL IV r-mm xr OEM W W W W W W W --- W - -- W -- W ----- _ --�----- W SPIGOT B -• - -_ .._ _ �q <w i_ .4 ,�-;• -------------------------------------•------ -- ---------------------- = i ! • :,.' •'!•'�—� "-----\ -- cowl To Dw r&"m L!g I i� �� .:f r; (7` `�S YO r• / tall r / V 4V ►Li 11NIiT L� '' caoiw►rc Tiow WIN TWAL OA .___-__-_.. ----•-� — - -- -� I' \ - 8"DI P7-'R AS-BUILT 324.9' GA _ - 4 3- 0--1 •�', �••�, � - .36"CCP PER AS-BUILT 2 Iu 12"DI PER AS-BUILT — _ ----- ---- ------- I _ (FRED MEYER HOME IMPROVEMENT CENTER) - — EXISTING (1) STORY I _ I R IL 6U DI G ' I C AR -33,796 F. . I ' N7W RIS R LOC TION I i , �,,,,�„ NEW NORTHADDfTION I oR EXISTING TENANTS /�•� � FINISHED FLOOR I / Et-=280.41' / LiJ 1249 2' LL r` / /1749(W1111',77 4. i C ^� --�'r� I I I I OPEA,R 9ALUS I aasrrM vrt J T FINISHED FLOOR / //7/' / -i ARF-A=8,734 .�.F LK VALL __j L� EL=273-75' BUILDING <� i 1 • � OVERHANG (TYPICAL) ' 1 ! ..-------------------------------------------------------- \ 1 ' I C C C C C C C C C C C C C C W - W r ' Lij f 1 I I , BUILDING OVERHANG \ (TYPICAL) \ \\ 1 FRE R Is-BUILT WATERLINE RISER D ETAIL I PER PAINT LOCATE \• �' CONNECTION _ CONFIGURATION IS ' \W !! _ ! 1 GES ED OR UNCERTAIN AT TEE I \ � ATION (MAIN FRED MEYER STORE) �1 \ 10 _ \ \ O cv EXISTIPJG (1) STORY 10" FIRE - \ RETAIL BUILDING TO MAIN 1 AREA-100,942 S.F. STORE RISER I I ROOM I \ L� 1 INCLUDING MAIN FLOOR, i"floc W~vm� RISER DETAIL ' 1 BASEMENT AND ALL � "'"'"""1°0L 1 RECESSED TENANT SPACES) 8" FIRE PER AS-BUILT / (US BANK) IOADING LOCATION DOCK �.-� � J � 10 \ • i 10 _ �..� ' w�° —7SPIGOT A L u 101, NWAI EXISTING 8" TO BE ABANDONED ' 4 '—0 BUILDING CaaT To casco r roc van Inc. / G!' - — o- 1 UM OVERHANG L oa�Tw L r THUcATc VALVE lu x rLc I G --- ' — -- -� __ -- / (TYPICAL) a n iL rLmZ AT LK OF � - .- -- �••� / U I V 59.4 I NEW DRY SYSTEM ° -• — -- .10, NEW ' ' M � - ,•-,• RISER LOCATION i 9 .7 ,� I' LTJ -------•- Q � TO TENANT � 0O ` ' NEW SO TO -'�� -- - I G _._._.—. own I RISER ROOM m 2.7' -s►Imr A o - - --- -'-J 01-01\ , •, pi PROXIMO E c' M I 6 _ r1►•ruowrbt L `ATI ON) 1' 1w DIM r TO K wvrao - - - - W - W-- - --- W pa�rnuolllw�l . �'. loom 1 + ao - 0.7 - / _ ranw 1 �/ v �� �.�. L� R END W TE R l_ I N E _ ', e - Op 710 0 v '-' Apfty d.........c NANT SFA 8" FIRE PER AS-BUILT \ '� y' : ,..,t,,. •f I-a- O E REMOVED �, -END OF WATER LINE / \� r'a'I T°�* I Fo► ti th ' e'""0........... ................ f UNWAV ANY rlo.11lQ.w+•.. .077 S,F °D l _ \ 1.n""� No woral► "D IT. ��No. bnd t :............... � I TI„fo:I:aMoMc. ...11 . .. -- ---o «- c - rCY.� WNW _ - � �,,,�„ �— SPIGOT 'A' _- `'`'' - _----- �°�"'�' : ...... ...... ....: .. . = t / G SCALE: NTS. ' Tp1 \ mfu(b r a \ / ' t Icv a u rut w r, P 1 _ '---4- - vnN AF.F. p'_p• i'<w1R[T 1 11AbT Rlir �- :_ . ►• ,- __.___—_— I _—_.. — — -- ,/ \ 1/tM11Q•M ,�,,,� �\• .• � ' ��- -- �, � I INSTALL FIRE HYDRANT �' 6' G,V, & THRUST BLOCK mmus WE SUM= 90001 a — --- _---- WATCBUVrA= MOUS � � I I NEW 8' D.I. F I I 1 ' / �, , � -- 1, � I�wauaw •' 1•l••7nallwr•r leawewrart or SAM DWAYNE LA(30RE, SET SPIGOT 'B' 0 �ICE'r 88052, LEVEL IV , - "WATER --'" - _ �.'JTil. OMATIC SPRINERSYSTEM "T�' 6 OUTLET & THRUST BLOCK a _ T -MAP) - _ c / / O®iERAL NOTES STANDARD SYMO M . OM STANDARD SYMBOLS . us eYML TYPE M'GAAODEL TRW. am Few OAWOPY PMH STY. REV. N0, REVISION DESCRIPTION DATE APPROVALS DESIaI CRITERIA 1 ALL WATMOAL UM calwOIna n WAI MO I NOWfAM"APPIROM A1M1 VALW I_D�Am Cup""To(e"mIWWT�r10W"My � Fa!'ICgA1O1 — — a e+lrs•owAl�roTorNo 1, CITY OF TIGARD OCCUPANCY: ORDINARY GRQ�p�_ T -Imam nsa mn 2. OWNER / ARCHITECT _ DENSITY: FRED MEYER LL I uRnauwa V0�MO.4ALL Ile FI0MV 0 A000WW lx V"NSA i} -Ptmswnm -C -ftW W VXr WPMMVR 3. REMOTE AREA: FAw w"No is cIFIPFI4MOMAM#A"lIWOifWlrr��NACP01rM1�YNff,MRA � wwTwwlolloora, __�o _ 4. _.__— INSIDE HOSE: 0 11565 SW PACIFIC HWY. DE_ Pum-lk"wo is 4i aaomo ema —1�o I*R oEvr ooNrrcnc»I — /F1FM10.1MLLKMKOOIIDM101' TMIIF/gFMlMSTIIDq + __ } NMI MM N 5. OUTSIDE HOSE __250 TIGAR©, OREGON FIRE , DESION BASED ON: WATER SUPPLY INC . .W. /JONq CIF Ft!NO F►TTf/M•TNIl110>tI AND WllOa OIAII•[N A00010VICE � —♦'-- -OYld(VM.Vf _ —„ --- - _- _. S WITH NTA p0ap" T No 11 r0Dim catru N ii r m - Toprmvo �aawwNr►t�F1mRrw+.IMFwc/wonw�a � -- STATIC: 5 N nA1IwF11oTwsnowAl•crl�rsMwNarwr+� '"NN"1OE .� � _ - N.F.P.A. (13 1994 RESIDUAL: �4 TITLE BETE UTILRIE8 U , a.1le�aorw� rTK rw�wN - - DATE 0048 1 SCALE U.PA SRIEET Fpt of t3 FIRE PROTEI:TION CONTRACTORS FLOW: '�1Q 14»� s.w. 7tN. %mAl1o� aR f7tts (fes dLp- Oto 11 sw BIIpw4m wrolwaclwwl�Faort OONIT. 000517 DRRCN. U.PARTH SYSTEM WET Mrswnmm@Lmwwm11111�1g IMQl�r1 - �AIMI�IIN ---- -- LOCATION: -_ 10845 S,N 71ST. lot 13 ►. �{ - _......... ... ,.. +tx-a"asw.•wa•...e...."a,.r w•..w.• ... ..:,»'.• ..,. ..••+..� .w,,.. RH•'7�..rn�x;'..6M"�,. •M?k'4r'.. s _ . IiN nlU[. ..aia ....- .qr. .. _ .___ __ . .. -. _ 14 10 16 2fl[4'fiaM:!JbW:A.1 _ _ w ... ,?• :- { y ' +. v.YU ... r .• :-.. .. • , ^^ .... .y .yr+y, . •. �` �� �. , I1��I�I�IiiB(I Il l iii llll>� 1 i l l l i I i l l 11 lil l!I III I IIIA t�l tl I I I i I I ;;,�I :, : ► I I .� , . � I i it II �� (iillll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIII��II���I�i ��IIIIrIIIIIIII IIIIIIIIIIIII�i IIIIIIIIIIIIIII IIIIIIIIII ' I I idl ' ,IIIIM r III 11 ,.A � . •�®®'. ��11 �! � l 1Tjlq Iiy�luall��N+111 11tdi1filnn66/ImIIIilfhiM111I11nIdill��nnliRs�Inlhl�illadl�ilnnhInnlIllnli�nuh�llnlbll�lllflolh}�Iiulhl�Imlln�Ilwll�I�i Alai 11b. ry ' . ...a, .a..•.n-.an.:-n,...••••+R.wrw.velMisi.«.__.._. .m,.r..d. ...........-....•.....••w-........+.......,a.•.,•..ww.....+•n. «w.-....w..•..•-w,.n+......r....z-,. +......o.•..nw+..•w•.• .........,-. ..r..r-. .....«...•.-.-w-••.r►.••....r-•..w.... ....-r..-v++.r.-.www..w...gra. rr..r.-r.r.+.w " .r.w.>..,. ,.-.. ...-'..,..._•••wr....w•..w....• w•+..:,..•..-, :..-.. , ,:.1..•...G..a.,. - ,vr +.. .. _. t. -... .. ., •z'.S J 2 4 6 8 _ -- _ __ _ -- NOTES : 1• ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, R) Hager No. 5 _ 2. PIPING DIMENSIONS ARE CENTER TO CENTER, Top Beam C—Clamp HongeF No. 11 Detail No. 28 ��•- -)f bx= PIPE TRAPEZE BAR Standard EQ Brace Detail 3• EARTHQUAKE BRACING SHALL BE PROVIDED rW ] �. I. SCH 40 POPE l IN ACCORDANCE WITH N,F•P.A• 13• • Z �� PIPE CLAMP ---4. PIPE HANGERS AND METHOD OF HANGING .w.. TO BE IN ACCORDANCE WITH N•F•P•A• 13; o wawwag M ",N 3/e 5. PIPING SHALL BE SCH. 40, SCH• 10 OR PIPE SIZE E0 EARS—� U ...� AND TYPE r SCR / IN ACCORDANCE WITH N•F•P,A• 13• . � 3/L ° ° 6. JOINING OF PIPE AND FITTINGS, ----- — THREADED AND WELDED SHALL BE IN — --- ' — — " � �� ACCORDANCE WITH N•F•P.A. 13. Not* _ ' �� •A•o�.wI 7. STRUCTURAL ADEQUACY OF THE BUILDING / r}, _q� 1 _ I ° ° TO SUPPORT THE SPRINKLER PIPING A1101111111111 NONE \/ IS THE RESPONSIBILITY OF THE OWNER Y ° ° -- -- --L -- _ AND/OR HIS STRUCTURAL REPRESENTATIVE, t�i—1 f, 'P, i _ _ _ 8/ EXISTING SPRINKLER PROTEc PION TO REMAIN. �1 — — .,1 — .1. If ` — '� fb �• EXISTING PIPING SHOWN AS DASHED LINE, R. 2 ET ic. AS __C' i1c. -Z ic imc, ile kr.. icl % - R - --- p • , _. __ .a /-- lag bolt • 1 1• 1 I 1 1 1 :.r :.r it - r.. :. :.° '�y "'lM1b �- -� HANGER ATTACHEDR TO WOOD BEAM � NEV TENANT ,0 • 0I 0 1, 41 � = — — — — I ,, FIRE SPRINKLE [3'•-p F 1 T -- -- - -- --=� — v.--�_ _— RISER I - - EXIS7W 1204 EX18'TM tette N �• . r, . N N N — N� /— N — •� �� r� N N N —•.� . N • N N — 1 I E11l1r TW0 201e / rrJ016T I + I _ 71J015T� - H H G R DETAIL Nor N �`4 S. � m t,. + alp++ 0 T7 fi A ❑ , NTE3/-(1'ArF] t � `� °D ff 1'-8'AF] 4*T5'-0 4 - - 1 DRY SYSTEM 15-� 0-6 XN1 I I J i t--� CIS CIL, 11 -0 -to 01 CL D -120 - �- --- --- C C-0 NEW RISER LOCATION �— -- — — — — — TENANT BUILDING. t/ J 1 +° 0 1• ._ Ex�4T1No,2114 $ ExlsTerc�tette .1 � T � /1 TI QST n � 1 �, ,O — .. ..{t.. _ — . . . . — N — — N N N — — — . — — . 1• — — N — — ..o • • - - - --- E108TW 20113 T 1'_110 M . 2 = , I ALL EXISTING SPEINKLER PROTECTION LD � TO REMAIN z o + 1prun vilW ry •� 1 � -0 f – -o Design Amo No. 6 - OH I _ I 1110m Alt �wrr Density .20 Am 1950 I I mm Know Flow 730.99 qpm 0 56.801 psi ,9 Includes 250 gpm Hose dloaonce , + IS'-0 O C' 4-0 .ti . � ,IJ - - � , •. z I t � - wN , p ' •-� N9YiE _ 1N I ` My P/f EX9M 1244 DORM 16xte N .../ Nsw1e 16 •1 EXIST0102003 16 �. r s , TO' BEAM CLAMPj. rI WITH RETAINNSTRAP TAL DCK _ �1 ' 'T! -L-T' IL m►i�ii --- - --__--_ - ---�--- I�-I/ -.. LIMOD. ri Z J L- u a 'R • ® "j■� lean 1111 — %k'1XT8H' !EX CAP SCREWPER DRA �' N41T a VASHER DRY SYSTEM RISER ION Nc V4XIIXk U-BOTTPAPEZE BAR(SEE PLAN FOR SIZE) U HiT48r 7N NEW TENANT 0 0, U- KEY PLAN TRAPEZE DElAIL r_ RISER DETAIL MTs. MTs. OW I�MVND 11TAM3AlID SYMSCL>1t ON _STANDARD __AAN(x@ . t/0 •YM. TYK mrGAAam Taw, em POW CAWWY FNW OTY. REV. ND• REVISION DESCRIPTION DATE APPROVALS D69M OlrT�11A i ,Au wnT*sa MONLxo fm Gua TOLMMNo ITrirNeerAWOWN a •MANWIVAwV � •rol NWATM Q SSU LIABLE MOD. G SOUTH EXPANSI 212 112 BRASS - - 52 1 SOUTH ADDITION DRY SYSTEM 2-21-01 t. _QITY 4F TIGARI� OCCUPANCY: ORDINARY GR 2 - t rw�o Al< ro eNatrrl N1. „uRr . FRED MEYER a nnw►n�ANEwioroe+� O owrrwwi►vE r ,N>,awNwnnlwa4rE SSP RELIABLE MOD. Fl 155 1/2 CHROME RECESSED CHROME I�Is K '« "' TMM+A 4•• •wOWVIM o►l Pow-u-A" ��� SSP RELIABLE F1 EXISTING PENDENT 155 1/2 CHROME RECESSED CHROME _ 2• -4AI�ER / ARCHITECT DENSITY: _� .20 3, ANDERSEN CONST, REMOTE AREA: 1921L ��SFi� SW PACIFIC HWY. 1/NFWNfNIMD6EToAp of lWlbrrorow MA40011DNiLErrtTM wTA n"�'1DTOROON° orPT.CONIIJ`TION --- _ __ 4. INSIDE HOSE: 0 DE • O AMPNLFT�„ — -- TIGARD, OREGON snrwo E coouo+wavrrTMwrFArMwarT aEcnocNF1 .clounEclotv,avEA�INLr - — -- - - 5 OUTSIDE HOSE: 250 ul Lu •MMM or r�E AND MWM. MO WODW&VU t M A000wl,MM �-+ owm vALVE --�- ORIM vuvp - -_— -- -- —— — WATER SUPPLY FIRE ,, o wry mmftrr"mwto Niwo�oaouruno -- - -- - --- -- DEAIaN IBABED ON:�� •NEwu umouo TITLE FIRE SPRINKLER PLAN(SECTOR A) oN��w�waoAOEar��Mur�ow� rrw,�Nrwsiwoerwr�Ni STATIC: _ 70INC. N.F P.A. 13 1994 RESIDUAL: - 54 — DATE 2 26971 SCALE 1/e' 1'-0' *MFT FIt2 dF 19 L- M I/NIA/l7bgeCT�Ill A IART reit ElItEe�ws� 4 MNtItllrNtelMOE -- FLOW: �_ L Com. 9797.0617 DRWK U.PARTH SYSTIM WE;T e.DRY 14tlfs S.W. 7211!. ►ptlWlp, ON 97224 (� do-�4oao , s -etNnwowx�alNo _ AIMIRIA&I OF _ FIRE PROTECTION CONTRACTORG ' ����� � » �� — LOCATION: _ 10845 SW 71ST. 1111111111 tlwPNeNlo Hwl, �1�IIY�Ma11�AlORNIMM11�101YIMlIr1�IfA711R � 'M101WAN;1�R:f�/r — — — lop Or 10 rro • , .` .,:..:. Ow+atl•1 ^.- . � .y1R•1 mewAe - .we rA"" !� �! 111 11II1Iflfl) III III11I111I1i VIII 111111 W111111111111 .�1 II • � �; (1111 1111111 1111111 : , 1111lUI1111111 tllllll�lllllll IIIIIIIIillllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIillllll IIIIIIIIIIIIIII IIIIIIIIII rnl�+i M 111 11A N 11,111 t u11 1 u111A lnNt M11u � • � 1 1 dl�ll+nlh 1 ne t uuli� ndo ndt�i mdN�li1M11�nn11a� NMhn narlhrillnnlu�Innb�nn111S 'a•IY.,w.•F -..y . w,.l.:s„Y ,•.wv,.,.swT•.. . ---.a,._ «.ar,.ti.e.. !Vr'.►il• - - w,v.yy ;� .,Hh... .,. .... M1y - . i .. •� '! .., ,` �: . .. _ - —.. - .- w«..,na,IGwN. 1. , : t :w-. AMY► - u ..M.Wnplyr•.M.1.aMIlIW1.1.Y•r...,-..,. . r. ..♦ .., h ...,,, ,j.r,r..Y�y..Ir. 1,,-. ' .. yam...,..•« ,.s• w..w... .. .. .-ywwr•w..r...y. ' 10 12 D4 14 15 105 17 18 Hanger Ni. 8 U--Hook Wood jobt or seam 1w saqw cr) loam of 0" b C4Rtw Lbe of fto"b PIP& muradba 0 Hoke an Nm; Hw4W kww6w aml'A'Dimenalm Detail No. 28 Standard EQ Brace Detail (9 NO I' SCH 40 PIPE PIPE CLAMP lite EO EARSL/7 rinIti -- _ __ _ _ I I I *Aa ` I� _4+ EXISTING ME H. fACK W/2x 016*0 J. li7 all J L_ 66 _ e ER Qi� % F--- lug SIM. Typ" All W_'arl DETA 7 4� 01 N ",S81. r-sfIl - 4 Ug x k p 40 '* Ak EXISTING 4ME n� HANG ILS wo,;!Bi 7-31' 1W C 0 10 one moe Qi-� L EXISTING SPRINKLER PROTECTION REMAIN ALL EXISTING SPRINKLER PROTECTIb$ TO REMAIN NOTES : — — — — — — — — L 1. ALL MATERIAL AND EQUIP -iENT TO BE k.I NEW AND UNDERWRITERS �PPROVED, r lK71 2. PIPING DIMENSIONS ARE CENTER TO CENTER, 0 pun , 3. EARTHQUAKE BRACING SHALL BE PROVIDED - L_ 08 IN ACCORDANCE WITH N.F,P.A, 13, 4. PIPE HANGERS AND METHOD OF HANGING Qi� TO BE IN ACCORDANCE WITH N,F.P.A, 13. LI I 5. PIPING SHALL BE SCH, 40, SCH. 10 OR IN ACCORDANCE WITH N,F.P.A, 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. moo 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IMM 2WI Mnft IVA IS THE RESPONSIBILITY OF THE OWNER 01111M 111111MTE All AND/OR HIS STRUCTURAL REPRESENTATIVE, I� I I I V 8. EXISTING SPRINKLER PROTECTION TO REMAIN.i 9. EXISTING PIPING SHOWN AS DASHED LINE, Qi-0 11;21 � ir-o13 1-0 ,/ 13 IF _j 01 O U. KEY PLAN =RAL NOTES STANDARD SYMBOLS . OH STANDARD GYMStIlLs U41 *YM. TYPE Taw. SIZE r"m CANOPY QTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS I AU WAINIM MW MVr*aW 70 0 WWAM 1001111rNIOT111111111 NVII110M W4LAMFL DESIGN CRITERIA I ppm mamma me amow TOOK="Me"' 0 040"TKWY -ftAI%IVAtW SSU RELIABLE MOD, G 71-2 —1/2 BRASS CL OW FM VALW SSP �RELIADLE MOD. 1. -CITY OF jjAARa__ OCCUpANCy: ORDINARY GP LlT 155 1/2 CHROME RECESSED CHROME 2. _QAff_R__/ ARCHITECT - DENSITY: .20 --iE—CESSED 741i5M­E _ MAINT00WO WV4X4 MALL N PMYVW 90 A0001`001011 MW N"A SSP RELIABLE F1 EXISTING1-5-5 D MEYER PAMPKET NO 13 FM WYDRAM 4 P"#V#$M=AMjUTNW OF V.,,~NTON 01AM00111000MV"WFA 3. -AUURSEIN. CONST. REMOTE AREA: Jt.'�L if SSP RELIABLE MOD. G3 IN COOLERS 165 CHROME G3 CHROME 17 pqA"y.too 13 a oNNecru SSP RELIABLE MOD. FZ—E—ps _2 1_2 4. INSIDE HOSE: 11565 SW PACIFIC HWY. J?P. - CHROME r3 CHROME 7 I PPM VOLL W DO ACOWW"IM WM""PAW'Lp"o LW-f •00ML,A*M VALVI MWOLY ell DE SSuEXISTING UPRIGHT SPRINKLERS 5. --- 212 112 BRASS OUTSIDE HOSE: TIGARD, OREGON OM VkW WATER WJPPLY LjwrrH DIRSICIIIN BASED ON: fr ?u1mmyo "pompmm It 'Ca -W"NOW402 @R#4M STATIC: -79 FIRE , INC . if) a===m0m0w0m1w Cr WFYA,_111_1994 TITLE FIRE SPRINKLER PLAN(SECTOR 8) u MM RESIDUAL: 4 DATE 2-26-01 SCALE 1/0"-1'-0SHEET F13 FLOW: 1 610 FIRE PROTECTION CONTRACTORS WET 14M S.W. 7bwL PoRnAND. OR WW4 (903 47W-401 LOCATION: 108,15 $A-71 ST. CONT. 000617 DRWN. U.PARTH—SYSTEM 116 0 P4 --mill 01w % 0 10 12 4 j 6 - � li�lil��ll��11. 111111f�lUlltf illll .�IIII�II 1I11IIlillll I I . � .� U tlllllllllll IIIIIII�Lfi�i�lil��l�� ��i������� I If pill I lul;:i14l4llAA A i �b ! 8 ( 19 19. 1 19 . 2 2 0 21 2 2 - -- Hanger No. 5 TOP BEAN CLAY �TAL �� Top Beam C-Clamp WITH RETAIMUNG STRAP 2--- _ • \ 212 SSU. j� �i1 1•�I+rr rlr � kI'Xr Su.a Msaw wCREWPER DRAW ASHER - + —— Mob an hx�1LII�IQi1fIC •� DYmnrirf xllxll U-IULT TRAPEZE Be 48G7N (SEE PLAN FOR SIZE) -`--' --� TRAPEZE DETAIL Detail No. 28 Standard EQ Brace Detail S — - -- PIPE CLAMP 1' SCH. 40 PIPE Hanger No. 11 Hanger No. 11 - PIPE TRAPEZE BAR PIPE TRAPEZE BAR EQ EARS- -�f R .- b.NK 3/8 PIPE 512E PIPE SIZE AND /8 r SCH, >o AND TYPE Y Sm 10 f� HANGER N . 1 DETAILS 0-6. .. 41 I I� I EI o• Q7-9�^rr - L l�' °- t 0 -•b J 1 ' , . .b, . �• it410 o . 1 �'- 1- 1-AY � avQ _ I N I� + 0-6 63 T 1 1 ' 1-6 1 'I- l ' t 1 ' "Xl ' 1-0 l `'Tt I 1-6r-o' - i °- Design keo No. NORTH-AW.OH II Density .20 Area 15000 ' ` ] 1' + Flow 621.02 0 57. 1 - - u 1�'• Ir' r. 1�' 111 >w 1>k' - (6, k 1 gPg 42l asp I I Includes 250 gpm Hose allowance t4 I 1 ' 1 i ' 1 1 I ' -6 1 '!- 1 • 1 • .•�+t , t 1 �, to r� Bu A ' l 1 1-i -1 - - - - � _r, - � - - 1' 04 1 I I I I I fro I /�- I M v-9 10I� 1�' 1I' 1�' n ��' " * 118' i L 1tF 3-; 1 ' 1 ' 1-6 -6 '1- 1- 1 ' 1 ' I I 1 l ' 1-0 1 TION 1t. 4 -11 --�. N T� D E S ' ?" ' �' ' y `� `�� 1r' l 'X ' • ' ' I�' 1 �`+ 1. ALL MATERIAL AND EQUIPMENT TO BE 9-0 1�, NEW AND UNDERWRITERS APPROVED, a,f �, , 111 1 • I . ! • 1 • 1 1 • o t ' ,, 1 1 ' i • 1 1 1- •6 9-4 � t • r '"I1 • 1 ! ! ' I 1 1-01 1 �o i ' r b 2. PIPING DIMENSIONS ARE CENTER TO CENTER. 411 I - I 3. EARTHQUAKE BRACING SHALL .BE PROVIDED 3-+f' - - `•- - , z ' 1 111• t ' 1 • ,�• I , . , , �! + L IN ACCORDANCE WITH N.F.P.A. 13. �, ' ` o `- _ ` ° '- 1 • - -' 1- 1 ' ! tl�' ►� 1 t ' "�1 ' �' 1 t 1 1 • ` t 4. PIPE HANGERS AND METHOD OF HANGING - -'� TO BE IN ACCORDANCE WITH N,F,P,A. 13. G 5. PIPING SHALL BE SCH. 40, SCH, 10 OR IN ACCORDANCE WITH N,F.P,A, 13• r -A �p + 6. JOINING OF PIPE AND FITTINGS, _ _0 9 _ _ THREADED AND WELDED SHALL BE IN `A ° �-' 1 ' 16 1 1 ' 1- 1 ' t 1 ' "at ' i - 1 ; 1 I ' 1-0 1 - - - b - - ACCORDANCE WITH N.F•P.A, 13, 7, STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER I + AND/OR HIS STRUCTURAL REPRESENTATIVE. �1 Q!!� 14' i�' � tlk' ...'� 1�' I :.•� l�' 1.' !�' I �• `+` IlE' ' X 4-0 94�j 4- 54- V-b t ' o I • o- ` 1 ` ' - -5 ' 6 �- 1- 1 8. EXISTING SPRINKLER PROTECTION TO REMAIN, 2-0 r -TIJW Gr-W °'''° Ti T 9. EXISTING PIPING SHOWN AS DASHED LINE. r -- - - J. 1 ( _ ,+ I� 11' 2-o I -d - - - - - - f- 3 - _ _ - tr AG10 I 1D- �` .. _ _ 4• �• paaTntooF + If lit Ilit1 �" 1 l ' 1-0 R� VV IV- _ — - - - , ,P - . � - - - - - - - - � Q N m =e1d1 WC10A ra'ICR [V U) {O� KEY PLAN u R GIMRAL NOTES STANDARD SYMBOLS . OH v STANDARD S,MSOLS UG SYM. TYP1. MfG./MODEL Tamp, SIZE F"SH CANOPY PBMSH QTY. REV, NO, REVISION DESLRIPTION DATE APPROVALS DESIGN CRITERIA AU+Niswi neo waui�sr►rn�Ms►s�Mo u►aerr wrrsn�rrw'ovao p .Auw v►�ve o rof►Krc^nw Q SSU RELIABLE MOD. G 212 1/2 BRASS 161 .Ir.uoeswrdwAWaw�re�rooR.xa�rTs�■wsar.nk ,r,■w MW vvf a SSP - RELIABLE MOD. F1 155 I/2 CHROME RECESSED CHROME 165 1 NORTH ADDITION 2-25-01 1. ITf QF TIGARD OCCUPANCY: R I A Y GR. 2 r,�w+�,.A�s�orowMo O � T woM+wnor,.r�nATE ~- 2. OWN R L_ARCHITECT DENSITY: __ 20`__ FRED MEYER m 1r, aw" 0 L ^1°1100 N k rTM °^ rlow�wrrtr PW WMRAW Wfta a ;i SSP RELIABLE Fl EXISTING PENDENT 155 1/2 CHROME RECESSED CHROME 3• ANDERSEN CONST. _ REMOTE AREA: i S00 I u �/ _ 4. _ INSIDE HOSE: 0 ����� SW �A�r�IC HWY. . SSP RELIABLE MOD. G3 IN COOLERS 165 1 CHROME G3 CHROME 6 1TWIELL M'iE IIA1l0�✓1 ANO IE1/10O O►W/1410 TO M'VJOdmM7IZ WTI NiPA -NUfllr 1bf01r 00*R7 �° .1i'l1E Dt9T.CONIi.CTHW '�- — _ .AA.,,«.„olrREL SSh RELIABLE MOD, G3 IN FREEZERS 21?_ 1 CHROME G3 CHRpHE — 5. _ OUTSIDE HOSE — �- -_ TI�7ARD, OREGON DE OMMVALVEAs1�Y SSU ExISTING UPRIGHT SPRINKLERS P12 1/2 BRASS ' n r�o wvul 0e M AR ca1loAMr�WRM wor+l�>r �M0�� t- -t .DouaE - _ ♦-- "v"r� WATER IWPPLY ��oMra of�ANo�.1►wrrneo Arm wanco IIMML�Mr Acodrpwcg t-, -ORNM vAwe ----- ---- ----- _- a_- --- ------- DE A I CRN 0 A18 E[) O N: OF MRA�...�„ -- _-_ - FIRE , INC. �w�ww�iWWOTAire WEW Ma�iw�wveier�~r�wwrow�aea Wwwaw — ----- — --- STATIC: _ 70 �_ ---- -- --- N.F.F A - TITLE FIRE SPRINKLER PWV(SECTOR C) s ""� -elasrurtlarollol„m - --- 13 1994 RESIDUAL: 54— _ - DATE 226 01 SCALE Ills" 1'4r SHEET FPS OF 13- I � •Ii11NICf111WA0N01MOY Of 1lweli0i101�e1IT0R11M�JwIRMN --- "�Iw�°M�"nay"`°"'�"'""°"""'"w^'""i"''wslrATMs J NY"VAMPENNOMPM, -P+�cWAMLW ---- - -- — FEow: l f�1 p _ FIRE PROTECTION CONTRACTORS o -- -- CONT. 00-0817 DRWN. U.PARTH SYSTEM WET Tom S.W. ?bW. t•011TWb, aR 47224 (803) 020-4020 LOCATION: 4 . SW 71ST. ''see ew P.CInC NWr SU►2001-ow" no 13 MENEM - ....._....v,.«.r.r..a .. !fir MY.'E ..-. a wr-.._•. -... 2 4 6 10 i? 4 16 . II�� � . J,I f i����1��1111i1 Illlfll�llllili Ilflll„�Ilitlll lUflll�llllI11 I ' � � •� ,. . , . � il�lllllll IIIIIII�II��� .'l, 1lll1111111[ill I III llill111111Ml IIIIIII�IIIIIII Illlll ililllll IIIIIII�IIIIIII IIIIIII�IIIIIII IIIIIII�IIIIIiI IIIIIII�II rnnk I1 IIIA IIIIII NIIIIIIIIIIIIK. III + � • �1Ir�� I�lh�llla �I fil �II�I,l1dI � 11 I ��I+ I �I' >•I �I��t �f ,� • �'`' ,R ;� yl!. ”- '� ..:.. w„ -.-...- I�III I unh I nnb I NRI�InIIl11� Ildu a Indil�.i Iwh n1I1iN unll I null n Intim 1 111111 �In'h1�Innl�nnh t • S� -- 4 r �.. .- .. - r ... . a o e,N, Yrew...w:wf.-... r. .....ru r.u...a. ._. a...- .--__. _.—.._ .-. ...- ..—.. .. .,a .xgna+r u..•.v.,v.wn. .,. .+n r.Mw...... •.. n. e lh bt• ra4u,gOw u .,,., � " , R•` y .1...;-- 1, A *w..il•..rll+....w-r _.,l. .w-. +i.�..;1.. .. -�r.s. ..-.. ,.r-T �.I •wr• ar.. -va.ua.r.-.... r >•.v-3.si • .+lP+rw • -..W, •+M.^-...w,• .' . e.�i" r ,':. ... .. .+-I o.+...P'•. sMs.r. evc,Ar.... ..rita ..-...M.. ._yYo -a.i :_ _ .. ►r . ... ..- ..,yAn,n••WYn•.-wwrr'All�wiwa.. '_.. •.w ......MY-' •.i ;tet• 4� ;.4 `R <t i ----�1-��.-- - -- e __ NOTES : / 1 Hanger No. 33 I. ALL MATERIAL AND EQUIPMENT TO BE �-0 Sammy Super S rows "SWG" NEW AND UNDERWRITERS APPROVED. Detail No. 28 2aa -- — — Standard ED Brace Detail 2. PIPING DIMENSIONS ARE CENTER TO CENTER, C ?b I• SCH. 40 PIPE 3. EARTHQUAKE BRACING SHALL BE PROVIDED PIPE ciAMPPow XL 16411"m IN ACCORDANCE WITH N.F.P.A. 13. o z�,♦ ,�Mo. 4. PIPE HANGERS AND METHOD OF HANGING / TO BE IN ACCORDANCE WITH N.F.P.A. 13. 21'-0 �`. � +K c� ar'' L , —EO EARS— 5. PIPING SHALL BE SCH. 40, SCH, 10 OR �i NOW M PIM M•W ..md.A. IN ACCORDANCE WITH N.F.;'.A. 13. _ 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. _ 8 N Hanger o. � 7. STRUCTURAL ADEQUACY OF THE BUILDING U—Hook TO SUPPORT THE SPRINKLER PIPING \ IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. / 8. EXISTING SPRINKLER PROTECTION TO REMAIN. 77 "/ / / / / / "�' 9. EXISTING PIPING SHOWN AS DASHED LINE. oldbmudw of"Amof IND eowuurr go I II Moo or Plot KNOW winww .M'A'Wfnww*m ALL EXISTING SPRINKLER PROTECTION I I -- -- — — ---TO REMAIN I I �asnNc z�a4 I IHANGER II �� °�T'_gar _ .♦ . _ .€ .:�_ _ .... _ _ �l E LDETAIS a >6 I IA ADl D- 1 -- 4m I— -j I r o o AC.,2 . � EIOSTM00f � I � I I 00 6 I I I f MIG161I�'5 �.. �.. � � .� .� - - - - - .� - - �. - - - - EXISTM�0Zro SNAP-LET c , I /-(TrP) ; E 020i� �I I � I Z LJ B I—4-A. 1 2 4 6 8 a a Iv 0 a KEY PLAN WNERAL NOTES — STANDARD Symms . OH STANDARD SYMBOLS Ua GYM. TY�_` . MPO./MODEL TEMP. SIZE FINISH CANOPY Pow arY. RLV, NO, REVISION DESCRIPTION DATE APPROVALS D59 M CWTERIA �MAT11141L Mm�c�l�r'Fon Mew wo e�als�wlrn��re�w� -�anar vxv� -- - - _. — n f •Parrraca�nll Q SSU ELIABLE MUD. G SOUTH E%PANSI 212 1/2 BRASS err�pa, "" , `,,„ "'°,�n�,e,�Te.a..aM.r�►rMa►ll.�� '01A""'K"� T. CITY OF TiGARD OCCUPANCY: I A Y 1140 OWN An oTog o 'T• �,,rM„�,a,r • SSP PELIABLE MUD. EI TO ADD 155 2/2 CHROME RECESSED CNROME 9 - . FRED MEYER 'ewnMauxtAWPwrT mo 1 >Mr+ll rnownrD Aocr0ovlar vOnM M+A yy��� �owwwroN SSP RELIABLE F1 EXISTING PENDENT 255 1/2 CF+ROME RECESSED CHROME 2' �� - -ARCHLT .CL_ DENSITY: .20 M[NN100p Nd MtT110D OF IWI0.1!1D M AOOOaM10r MRIII Mr}* .LL •Volon 11O1OR ADIIID .PrK ON►.cN }OpN -- ---— -- 3. REMOTE AREA: 11565 3W PACIFIC HWY. Q 'wMLET ND 13 -- �_� -- —.'__ -- ._ tion;eEu } } 4 ;� aPIM11 *sAuW'mAc"mm"wl'flll/MNM "D1� —I�-' •oal�o:ocvM.v��►iewt.v — DEI------ —_ INSIDE HOSE: � 5. � OUTSIDE HOSE' 250 TIGARD, OREGON tel„. .10r.Mi Df PPE NO R+TT>t1r�,TMIEAORI MID NidDd:MMI.a M ADf1010M10E � vAtYE --.�.— -ONlCR VKVF .- — ----- -- - - j IM1111lPA PMP16.Ei KO 13 -�- _gM%NlD p01RUNp �—_ - _ - �ow�ror�wvaDAo�ar►�M%ATiow�rw�rw►�wwrwwlornrmo �'°�'� .�", ,+p .— --__ — .._ DEIt ATrN BASED ON: WATER SUPPLY �, M +.rsvrrtteD rr A wrr Prt nwrar!�rrrrr rprrla►M�r _ — STATIC: 70 _ FIRE , I .� .MrUNDMORaM A. 1994 TITLE FlRE SPRI (SECTOR D) _ RESIDUAL: -54 --_ �m1JC11r1M.A9pM01l a MfllrfrA�o�Iw�oRrnsrlMraltnplr■ Mro Q�worPaMr — _ — DATE 2-2e-01 SCALE 1/8•.11.0' SMT FPS OF 13 — FIRE PROTECTION CONTRACTORS � ff1'�11rON�/IMOr>t11rflIf1011rMLI�RMM •P11rUCNM►1w111! FLOW: 1610 cow. 00-0517 DAMN. U.PARTH •YSTEM WET 147" f.M. 7bM. roRTLMO. OR (7224 (/01) fi�10t0 a MINION LOCATION: 10845 SW 71ST. +tN� ���, NINE > i. 1011 set q ,erg Elm �V. - .-+4i:k.r•rer'Mie..rr,,..o,,.:.._.,,. ...._.._.. _.._..__ _.__.... ... _. _..,,.,ta.'+".,i. , •A - � 'A�, ' "+ .�w'i`' � . iT"Wi S.rM{', ` �.�.�h+—•••, .� .�_...._ � .__, .. �...... -�"'•—'T—i � / ,,.u�irgr:.,r�,.,.�I .«+m�wi...ww, - - 1 - - . � iti.. 'i�9:LYy'�t" i' � y � � —�.y.a..Jar� �"`..�,_ ..... �� • 1 4 16 r n II t , i � ` Ili II IIIIfJl�lllllil IIlIIIlt►111111 II!II �Lllilll LUIIIilllll) . ;, ` �' `� �� �� k f ' . . .� .• ,�, �) 1l�IIIIIIIIIII II►IIIIIIIIIcI'� IIIITIl�Ilillll IIIIIIIIIIIIIII IIII I _� ,• L' �..�I�- �, j� IIIIIIIIIII IIIIIIIIIIIl1il IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIiIlIII IIIIIIIIIIIIIII IIIIIIIIII i IulAtl ran rdlTrtlmll I mLifilllulnihll ul � ltlf11t112hIbIpI1 , - :• r< ` • _,.w 1�16InollndA+WLtlN�il'nuliY�11n111i�i�ml�illndl�Ilol�llnllnfi�nhh�llahn Ilrllil�ilnnhl�illndlllNmdB♦ili � ..- 1.... r r'w.M...••..n�w..wPM.M:�C...+..ay..Yrur..•.n.a'.w•�....,,ti1tr.r.�m+.M1e•.'Yl�.b+......+.,.r wn-n_. .. ...w.r .v+++.t.S...+IMM.1.w.MvW+..w.-•�w.fuywsw.- w+e.f.A..YtI...•V.oe.+'+......M'+.n. .w..w fl to Jr' GS I hf FT Hanger No. 33 ganger No. 8 Sarnrny Super Screws "SWG" U--Hook If r Le %AMEX-- '17 "1 war" ow N.W • K-71 40 PI 114 to eaw4v LbwIII f s P" In rAw-ad to PI Now"ba Lbe ad PIIIII 41W 16"M 0I —+ b I—ww"Aw of fta NOW 40 PI *ATAW and"A'DbhW*M Note an III Hmgw Nwnbw wW 0hpnenaw r -i Detail No. 28 C3 F,01 EXOMO MIS Standard EQ Brace Detail I R_Fr� . . . . . . . r EXISTING 21)x12 PIPE CLAMP I" SCM. 40 PIPE EXNrnW 3kil ALL EXIStING SPRINKLER PROTECTION ALL I G SPRINKLER PROTECTIO� EQ EARS TO REM M TO EMAI "d F1 • FOR 16ffi- E F-A [_�`l A 3WI 5 t DII - H E R TING 3M L DETAILS F-171 I 4 T, LN LA k, ow 011101 42 1 ' 6. !7 LL A V -4 EW-'04 ORD OE-i 91-1 V�I co-Do C9D COSTA" 91-0 II 1> _J 7 + mum IN 111XI TE& III HE EXISTM r I DOI 1404 1 T 10-C As 0110 Z4JQ INS e N NEW 6' RISEN ODD (+ 2 rN If= rON NONI ADDITION TES : NO A- L + 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPILOG DIMENSIONS ARE CENTER TO CENTER. 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH N,F.P,A, 13, 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH N,F.P,A, 13. 5. PIPING SHALL BE SCH. 40, SCH. 10 OR IN ACCORDANCE WITH N,F,P,A, 13, LL 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH N,F.P,A, 13, 8 14 15 17 18 7, STRUCTURAL ADEQUACY OF THE BUILDING 10 BASEMENT PLAN 12 N 2' 2' 1:6 TO SUPPORT THE SPRINKLER PIPING Nq WORK + IS THE RESPONSIBILITY OF THE OWNER 07 AND/OR HIS S-IRUCTURAL REPRESENTATIVE, I T -2 0-2 �u 8. EXISTING SPRINKLER PROTECTION TO REMAIN, 9. EXISTING PIPING SHOWN AS DASHED LINE, NEV PI zo 6-0 VIC COW. MIS 71, FROM EXISTINI 1 -9 wr MANIFOLD j-31 D C3 NEW 114 XT SNIIIwalt; WAD NEW NORTH ADDIT,'ON RISER Ln LOCATED IN EXISTING RISER ROOM L= KEY PLAN cu WARAL NOTES STANDARD SYMI ON STANDARD SYMBOLS UQGYM. TYPrt WO./MODEL Taw. SIZE MGM CAMPY MGH -1"STY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DEEM COMM en i&L vAnvwLMv PauvooffTOWNWAMUNNOW04MINAPPIPINNIM -MAMVALVE f -ftWNMCAMP 0 SSU RELIABLE MOD, G P.12 112 BRASS A jprM�MgWffrRT0C@M T SSP --TELIABLE MOD. FI 155 112 CHROME RECESSED CHROME 1. -CITY_OF TIQARD OCCUPANCY: ORDINARY GR, 2- 9 t#jffMQjjW WWM @I W PRIN11110 IN ACDOWWM*M NPft MOW WMI SSP _iELIABLE I EXISTING PENDENT 155 112 CHROME RECESSED CHROME 2. _QW_NEff_/__AR_r,�T DENSITY: .20 FRED MEYER r, PAMPI W)11 ow WMMM vom Wv --- 4"W*MM AM WI Of 04AIIIIIII00 TO ft N A00OPMAIIIIIIN VMW WPA 1AI MI 00MG PM mPT oawmI SSP RELIABLE MOD. G3 IN COOLERS 165 1 CHROME G3 CHROME 2 3. ANDERSEN CONST. REMOTE AREA: 1500 11565 SW PACIFIC HWY. SSP LIABLE MOD. G3 IN FREEZERS 4 INSIDE HOSE: 0 — — PA&VIIIIII"0 11 < 212 1 CHROME CHROME 2 DE 4t _WC1 PI 5. OUTSIDE HOSE- 250 $P~W#AL1 W IN ACCOPMAI yffl"INWA PAWI NO 13 P* -OMW 0WW VALVE AMWWY SSI) EXISTING UPRIGHT SPRINKLERS 212 1/ •INVA VALVE 11� BRASS z TIGARD, OREGON @.lawn cr rve AND THRIIIII Am WRDW*WL W IN A000RDAI -0*MVAI SSP RELIABLE MOD, G WITH HEAD GUARE 165 112 6 VMW WPA PA&I 401 BRASS DES143N BASED ON: WATER SUPPLY 7 avamm "MAIMIGA11"W"EVOOMMINMEORM"Man — N.. PA 41� 1 STATIC: 70 T11TIJ1 F IRE SPRINKLER PLAN(SECTOR E) FIRE , INC. -MMUOMMINNI — 994 —I LO RESIDUAL: 54 DATE 2.2"1 GOALIE 1/r a 1'-0* 111MIT FM Of 13 0 AII NI 9V A WU PM SPMNM OVWM a pmzraft ANDAM cr TM&WISINS ou"I TW WI proem FIRE PROTECTION CONTRACTORS 0 -MMNAI LM FLOW: ___. 1610 cowl. 00-1011117 DFkWK U.PART{ SYSTIRM VVET Ism &%v. 72nd. PoRnAND, ON 111 (903) 020-41021) T LOCATION: 10845 SIN 71 ST. 119mewpoefft"I" I of 13 10 16 t ('I Illllilllll lllllll�Il�lil Willi 11.11111 jil u . � i1 I III I IIIIIiIIIIiIIIi Illllil(IIIIIII IIIIiIItIiIIIII Ill;lllllflllli illllllllllllil) lllllllll fi r e I G EMAI I v 1�rl -A si L. .r I 16 Hanger No. 5 Hanger No. 8 Top Beam C-Clamp U-Hook 1 p 11 p 1I, - ,�t• .,?° 1�• �' 1 ' .. i 16' 1 _• �• t y l_• t`O 1- { -!""' -- T-T--•-7--7--J--T or Dom [!1. i Ij♦• '"`� , 2 1 p 1+` 1 • I 1 ' '� • 1 1 ' t- l ' 1 l 'I I wtaix we wY a 5«[w 0- - - _11'­1 1 6 - I - 2-ll p 2-0 j 0-4 I ! i j "d / ! / / 2ftwom It" MW~0110LIlAidil Will 1101111111 F.11 / / / / / / / / F / --- I I - __ -- ----- - v -._ "11-Ilep 1+A M�i M , w + �' • b..r M Cft. � M Q b C40W Lit*M 1 Q► _ 1�• 1�• 1 �� 1�' I - pp .. 1�' tl}t- �`�.^ 1�• A. L�i • ~• l ' ^ 1 ' 1 . 1 , , 1 '-� '0 1 ' 0 _ 1 ' l- 6 1 1 ' "d 1� - -0 l 0- - "'w" PWft 0- - 6- - - _ - - - - - 2-0 .v o i I 0-6 ' V :..w M , I I � 1'-Y Nl� TI,101ST I TLnST TTIJOIS_T_ 20'-61' -- Moio on wan: :a+*.r .ne'A'W nww6w. . I � Moo on won: Nonpr Ilun+bar and 'A• Di,wnoLon i T- r-2 L `� llj IK• r l�' 1� • ii' 1 ' 1 ' �, 14` 1�' 1� d `�. ,�• TI T - L 1 ' b 1 ' 1 1 ' 0 O 1 ' -0 1_' l 1 1 ' 1 •) -6 1 ' 1-6 l ' 0 '0- Y 2 TCW I I �_- -� t 23'x• M �` tli• lll' lIt'.. �- - -2-0 Detail No. 28 t • 1 • 1 t ' 1- 1 • o- r Standard EQ Brace Detail -, 0 - - - - ` - 6 I - F 2-0 _ 14 a-I Y I , 111• lit ,�• �?` 1>♦ �' 1l1' 1 ' � t ' 1 ' t ' 1 ' 1 ' l- l ' 1 l ' 1 1-6 _ 1 1 '0- 1 l �, PIK CLAMP - t" SCM. 40 PIPE 2 10-01 - P - �p - I- - - - - - T / -• -- . b 0-6 0 8-41 z* pp - -6 l - - 1-6 - d I - (1 /I j j -- - ( EO EARS----,/ CTION + -\ I I L li I •ll G + I I I I I l I 1 I I I I + I I 1 ' t ' 1 ' 1 '1- l ' l 1 ' I ' 1 • It' 1-6 '0.. -o - - - , - 1 - �- 1 - - i - -1-0 0-6 ? 0-e ----- --- 71 + [r v "a E HANGER 1 • 1 ' 1 • 1- 1 1 , . d 1 0- l - - 1 - o - 0- p ^b A 1 - 1 _ , . .. 1allb' _ 3-� _ /- -6 -�p •-1 2-1 j+ 116--4--T - -6 t -- - _ -h 1- - © 10-0 '4-6 b .+ ^b n I -- - 1, DETAILS TIJOIST T/JOIST NN 21-4r -�. D. 1 C' W-' pp -Lir t ' 1 Ill 0-10 , ' 1 ' , ' - I 1 14 1 I 1 1-6 1 ' I- 6-8 -- Q ^. I 1 TOP BEAN CLAW _ L `�IIl' I �' WITH RETAINING STRAP TAL DECK 1- _ x 16' In '�' - -"�'2 1j' - •, - jf'S ' �� 0IV 4 11 111 T /REL. MOD. G 1 ' ' 1 ' 1 1 ' 1 ' t ' •� 1-b I ' 1 1 ' 1 ' 1 ' 1 1 ' bl ' 1 - - 10-0 1 -6 ^'� 0- -b -6 - 4 - 1 W RIISS - - - - t - 10 6 �- 1 1' - 111• :. c, \ 1'X8' HEX CAP SCREW Ir. f?- - -- _ - -'E: r �- -- _ Ilk'^ t-a 1 • 1 • 1 t!• r e - +1 0-�_ - - - - -6 r-o• e•� PER BTA 17H I' NUT 6 WASHER I , + ..pp pp ,�• +-4XIIX1 u-KxI TRAPEZE BAR ,�', I Al1 ( ' I 1 I I , , I I I 1 ' ! l l l ' 1-'d I ' "b l 'I 1 - I 'I I (SEE PLAN FUR SIZE) - -V I I I A. I , - - - - - - - - 1 t7 D 1 t 4-U _� 4867N 4-11 - - Al - - in - '�; 1�• d , - - - - - � 6 0- - 4-6 TRAPEZE DETAIL �1 -- Ik• _ _ - = 12-0 6 llk' l ' 1 ' l ' N t ' l ' l ' 1 ' 1 t 1 ' "'�1 ' l l 1 • 0- - - _-1 - - 1 w 1-• 1 I i4 ; /- --[f'-O-D�egg + #�r-- - - - ® 1 B. 1 �. _� , t�' w' � I 1- � � I 1 ,1-01 , , 1 1 • 1 0-6 1 ' -o,,,11,. 1 _01 • 1 I I 1 ' 1 1 f 1 I -= - - - - - - - - - -- TICTLIU�iffA NOTES : -- _. . - -,+� 11r -- - 1, D EQUIPMENT TO BE '17�� Ill -I- -6 - - -a - - -, - - _ ]o_1 I • r,^ NEW AND UNDERWRITERS APPROVED. >e �, 4P�' �' 1-G� t2-o ji -0 •g :- � ,P w �� �'-6' 7 Le C -z 12 1' 1 -6 _ I z• 1 ' I 1 ' 1 p t ' 1 1 ' 7-laz+ 2. PIPING DIMENSIONS ARE CENTER TO CENTER, e-0 -AL _ 1-0 (� 9-0 3-0 3-0 7-0 3-0 '� 1'� � ♦h = ,g-- -SL� �' PER IO' '� - -- _- _ _ ^^-- -- e' �, 3. EARTHQUAKE BRACING SHALL BE PROVIDED - -- 0- 12-0 12-0 111 12-0 I 0 t I I ' IN ACCORDANCE WITH N.F.P.A. 13, G'-e' I I -1j' -'- I I 7-10 -z Iz- I I I STING BUTLDING I I Design Arco No. CANOI4 OH II --- �, Density .20 Areo 1950 - - �- �' 41 OPBEHIN GACCORDANCE WITH ON F PA HANGING13. Flow 643.66 qpm 0 57.954 psi Er-T � SL b• PE ' 1'; Old I Includes 250 gpm Hose allowance ' � a w f � + 'L •� r 1 • u Y ',' �- I I 1 1 ' - 5. PIPING SHALI. BE SCH, 40, SCH. 10 OR 1�'� e-o -6 r4 +-e zACCORDANCE WITH N.F.P.A. 13. o- � 12-0 12-4 I2-o --- - - - -�---- _ --__ 6. JOINING OF PIPE AND FITTINGS, rHREADED AND WELLED SHALL BE IN r - ACCORDANCE WITH N.F.P.A. 13. -- VIEW ADD! 1 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE PIPING 18 19 19 . 1 1 . 2 19 . 3 20 0 0 20. 1 21 22 S THE RESPONSIBILITYKOFRTHE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. _ - --- 8. EXISTING SPRINKLER PROTECTION TO REMAIN, F_ Hanger No. 11 , 9. EXISTING PIPING SHOWN AS DASHED LINE. PIPE TRAPEZE BAR Hanger No. 11 PIPE TRAPEZE BAR 3/8 PIPE SIZE 2' SCH. 10 PIPE SIZE AND TYPE AND TYPE Y TCN. 10 -noLf R� 1 o saw ti N 0 [ C v N O �- N KEY PLAN a U- m _ GENERAL NOTES - _ STANDARD SYMBOLS . OH STANDARD sYMBOLS . UG GYM. TYPE WO./MODEL TEMP. SIZE FMISH CANOPY FMISH GTY. REV, NO, REVISION DESCRIPTION DATE APPROVALS DESIGN CRIT%RIA asP s Au MIATN•ALMO 8MAP fenx1oa�e� PMU OWWON MAPPlfwPo 'Y�WIN ♦ O SSU RELIABLE MOD. G 212 1/2 BRASS - 206 1- CIT lam_TI P,Rp OCCUPANCY: ORDINARY-O,-2 DE I 1A VO ofeMrlaMo Af!lysrtlf+to aertN1 110C!*T nMfMlow NIOfNI null'r T -- - - a I�w1vM APlfwotol� O aRrPwKvA[vE T -wmimmioomma e • SSP RELIABLE MOD, F1 155 1/2 CHROME RECESSED CHROME 183 2. OWNER�AR�iITECT DENSITY: - .20 FRED MEYER f�INfNo«+.uM[PMIOV�PNA0001laMIClYNTfIMPA Lr aowaMA + ;i SSP RELIABLE FI EXISTING PENDENT 155 1/2 CHROME RECESSED CHROME �1JB,�A SW PACIFIC HWY. IJ- _ 3. -ANDERSEN CONST, _ REMOTE AREA: - 1950 n�Nv rt S"F REL. MOD. G3 IN COOLERS/CANOPY 165 1 CHROME G3 CHROME 20 '. I m 4. -_ _ _ INSIDE HOSE: 0 _ wAM �IGARD, OREGON o ww:%*NOMI AMD►fEn+oo aF wL►ano To N N AoodiavKMs WRN NEPA -�° FNP.MF1 coNNem" - - - o SSP RELIABLE MOD, G3 IN FREEZERS 212 1 CHROME_ G3 CHROME 2 5. - OUTSIDE HOSE- -�0 •„�[,�„�, i ►A#IY.ET MC1/f -Rlf9wlf,fHl [Pr'NowuLON"ACCOWu"wm"MPAPAMPK"Nou n �L�NEaN�cfcvA[t•Aeefnmir „ SSU EXISTINC UPRIGHT SPRINKLERS 212 1/2 BRASS - - puwrAtvE 6 FIRE , . Lno j0NMoFWeAND Mon.TMMADWNO* DOINAuf NIAooOPMANCE aecyLvave ® SSP REL. MOD G WITH HEAD GUARD 165 1/2 BRASS - pE®ISN QtABEa pN: M►ATER SUPPLYYP'A wMNNRT ND 1f - - -- -� - - --- - -- --- - i co w Tv wlwa�AOlOM17 NNT 10 PPWMffr[ATN1 NPwsmmFnNallo ( )TITLE FIRE sPRtNN1ER PNN SECTOR F -fewu�aefoNa.a STATIC DATE 2-28-01 - SCALE 1/8"m V-0• _ *GET FP7OF 13- FIRE PROTECTION CONTRACTORS NAIfl/1�Pllo�lflelmfTrAMRSA-cdPfrNlafaMlNA �i -eAPellafMatN1AOE -O[tr � - •F.P.A.�3--1_9�4 _ ----- RESIDIIAL �_- ti •?llwlCjuRft A0I1QUA f OF IM AI�OrIr 10•AI'�S M N1M4t•t P!•q N - --- -- CONT. 00-0817 DRMN. U.PARTH SYSTEM WET A DRY -MYrtll�lfilDllNINIClPON� FLOW: 1610 14706 4.w. 72nd ►ORTMND, OR 47224 (503) 0=0-4020 IINIrPOAll1T/QTINOMII�IMfMalNNr11<11QIIIMLI�FN!•RA/M ►1�1CNMTlIILN! -- --- LOCATION: 1084`5 SW 71ST. - 114rr 5W PN Mc rhry w�wfi� f d 1f suP2oo+.00a , ,!`,;P'+11, NV.,;a:W,•.�} kt h-'�*'"'`�`�t1'+9R.. +:"11 'yjimo,b� •,... � ,�Illb"n....ran:..gAb�[.[I�A .n •i ..wr s-.ei:..v.-,... ..- r .....- .rrl,,l; w.CNr.+, Yew•, .-.+� ,�•--- ,�„- '. - s.n •..-1. • � � - :r_.--`^at----•i�+' ,; «....-;n.;a.�.. �.. . , '.:".w�r'c' -n.u,,,-M^-..�""Y'p'"".d._ir...r.. �-r'+� �♦ .. 14 e VIII111111111 1111 I LL III1111111I 1 �II I IIIIIl���II II li II,IIIIIIIII 1111111 I � �: � , ,; 111111111111111 Illlllllltlllll IIIIII11111 I I I I II I , �,�,� , III IIIII1111 IIII I Ifl llllfll 111111111111111 lilllllllllllll lllllllllllllll IIIIIIIIII kn m fill I oil t"Whil uoAm ndi K hl�i�n Iffi1 I ► � �' l e , I All unh I nldt Idii�nlll ulll Ndl�i.unh Nd� I nu) al IUlhll 1 m1hi�nuhlIudn�llHfi1S e .n• .+..lIW...f.N.Y-'a.Y_Y -'4--'O•.wbi>w..r•f•W/_www.n--.vw..rn-ww:•.rry..yw.... +-•-rNM.Y.rrr- ..Y.nwM`.•a1OR -YM.Y..M•Mi.'_.•...raw.nwM.1 ..wrY11rA..._w.:.u•...MM.i.. '.. y�,���. .- .. ... _� ! '1 • -- _-_ 'Lw .u"Mi4•>Y#MA1-•.tM+.ti w4-tl.Mrv.IM.'. CMwH •Na7011n..a .1r4NIMwM- \ ..n._. r.•..w..._r,..M41MMM.'!.•r••w/lliw.aW rcw+eW♦ 'at. /tlR11F..W.•Y..•.M•+Nr.w .-rr+.•<+F.h• ,c Ylt{L�IKY•1��. .yp 1>"•6 t'.. _ .wn,w-.... .. ,. .,� ....- • r.•••••y,,,rpw •.w ....ww..p..,�l,...s>J-4•.n,yMwwrTwn+n -w.rr+v-.rs..uxrlAMc.uw. ..w. .-�,i1jLYLN•• Y i an-♦'w. r•.wr ♦ K•.'•-•.. - .Mnw.. ...r- .. .++... y,w+•.au•w R •y slf)"NY"MA.ts..• .I.r/M-'-,l .Yy. If•,1k ...... - MYiI.. _ 1•..rr..M rr.wYr.rwwMw:- . 'r .1 1 1 1 . 1 2 4 CD 8 Hanger No. 11 ] PIPE TRAPEZE BAR wail v� m� PIPE SIZE AND TYPE 0 ,IF] 0 o o .l -- -- — --- -- --- —_-- -- PQ i ❑ ❑ ❑ ❑ -II--- ® ❑ ® ❑ ■ ❑ ❑ ❑ - - - - -- L-1 El El Eli- El 1s Lol 1:1 1:1L ❑ ❑ L - - - - - 1 - 1*% TI IA 0�il 11.11 Uc- M - - ❑ El El _ 1:1 El El N � - I M . 2 - - - - ILA IS' NOTES : e 1, ALL MATERIAL AND EQUIPMENT TO BE ! L. J NEW AND UNDERWRITERS APPROVED, b K 1:1 ElrUl _ 2. PIPING DIME�.SIDNS ARE CENTER TO CENTER. 3. EARTHQUAKE BRACING SHALL BE PRDVIDED - -- - -- - - - - - IN ACCORDANCE WITH N.F,P.A. 13. D' ACCEPTABLESPRINKLER 4. PIPE HANGERS AND METHOD OF HANGING LOCATIONS IN 2 X 4 TILE "- TO BE IN ACCORDANCE WITH N.F.P.A. 13. - 5. PIPING SHALL BE SCH, 40, SCH, 10 OR IN ACCORDANCE WITH N,F,P.A, 13. J. 2 6. JOINING OF PIPE AND FITTINGS, _ THREADED AND WELDED SHALL BE IN ACCORDANCE WITH N,F.P.A, 13. I I I I i _ 7. STRUCTURAL ADEQUACY OF THE BUILDING :AKM „� t _ — TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. N 8. EXISTING SPRINKLERS TO BE ALIGNED & I ADJUSTED TO NEW CEILING & FLOOR PLAN, m 0 GENERAL NOTES STANDARD SYMBOLS . OH STANDARD SYMSOInS , us GYM. TYPE MFOJMOOPRL TEMP. SIZE FINISH CANOPY PMS" OTY. REV. NO: REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA i I ALL WATIIIIALAMD «� � -ALmwV'ww O SSU ELIABLE MOD. G SOUTH EXPANSi 212 1/2 BRASS - o 2 nFNDatrew�asAKO��TOCAWNF,aWrn OSHOYM"MY � _ � I FRED MEYER REMODEL 2-21-01 1. CITY OF TIGARD OCCUPANCY: ORDINARY GR• 2 FRED M of (1'"00vaQIMREtMomom Q -MYM%VALVE � SSP RELIABLE MOD. F: 155 1/2 CHROME RECESSED CHkOME a T -ww~nnw�o m - -- 2. OWNER f ARCHITECT DENSITY: 20 m 'P` ,'"'�10 wru of PAIovoED N Ao0011RW10E wrt►�wmA yn� _ ;% SSP RELIABLE F1 EXISTING PENDENT 155 1/2 CHROME RECESSED CHROME 130 — — 3. _ REMOTE AREA: -- 11555 SW PACIFIC HW Y. APE M,VIf19WM0►t:TNOO OF►W~TO W N A000MANCE VMM WPA L.LCr •WATEK wD►OR W�Ki --- _ — PAhwRFT"013 ascnaclEu D caKwECTK»� -- -- 4. INSIDI HOSE — IMK.YOOMLLKNA=vo^p=VM"LAPPAPAIMILEtNOIS ,r►-1 'COUKE CHEM VALVEAIKINLV _ - -- _-- 5. _ OUTStE HOSE- 250 TIGARD, OREGON Nw. *--i -MWVALVF WATER SUPPLY7 1 _ FIRE , INC■ 4 jotwe of PPE AM"r Ntt,THF&A 1D AND WMM(HALL N N A OORD,vK2 � —��--- -oNEOKWIVE WRN NIFA P'AAlRIST NO U ---- -_���� �� � E91aN SASIED O� :I oOW'M��AWMAN MT IUPF&M VMIM04IMPMwn�sa --- - STATIC: S�- — TITLE REFLECTED CEIL NO — NAFAMPlIMIC�/VAVWPIPEWWASOlEWMM •w�NawawuoE � _ r .F•P.A. N13_i. 94 RESIDUAL: -- 54 _ FIRE PROTECTION CONTRACTORS — DATE �-28-01 SLALe 1!B'�1'•0' SF�iT FPB OF 13 U I011E1""LAMNIM&W OF nawNnMrow�onrnEtPlrEaslPww■ ^I � — --- --- t11I IOIPo--- --�I a 11N EIKK!Awaa�III X11rM:lU1ML 1lI�RMIIR V NMEIINt1D 1�IK/7R -FW=WATM U! —-- " FLOW: 1 1 CONT, 00-0817 DRINN U.PARTH SYSTiM WET 8 DRY 1�rn S.W. z•�a. ►ollluwD. dt a2u feo>tl am-roto LOCATION: 1045 SW 71ST. •et 13 r - '� ..........r..�,na•,?Y!ao�'9Y.+'�1g'�'M'' - - '�+��by}MI}gtsi:+:• ;.. .;.i',.:f. •� '>I� .. ,.. - . ;.iFa�`"9� ' r!14eM�h-'+:w.a.wR...r. ._...._. .sem 1F .: r; -,:yv.. -vh1W.ww+viYM•aM.IM iI�illfiYOi•�pl•�Yil� _- i...a +.. -..... ..ww vv. ,r r - ,. ,..... '�'.-,... • ,�. .. �..JL-_i.�:._'.�y� _• .. �.N�1',�. -'-1� ...-«.-w._... a ._-..•r.a -.i+11.tJ4Y•�•ly... +IPrl'•`.lyy+l.•w_. .M�-w�' -`.F__ v � ♦ 'y'►.., 2 6 10 1774 IA v IF Y ilii �I IIl 1111lilNll Illilllllllllil I�I���LIL��►��� 111111111 10111 . 1i 111111i�i►iiiii iiiiii ' eB1I nId n ale! 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' ]ri mKl.� ro I 1 '. PIPING DIMENSIONS ARE CENTER TO CENTER. `'. 3. EARTHQUAKE BRACING SHALL BE PROVIDED • • • • ' 1 ' ;�: ��: ��: ;i: ��: IN ACCORDANCE WITH N.FIPIA, 13. la C - T E N - - - 4 OPBEHIN GERS AND AC ACCORDANCE WIDTH ON F P A HANGING 13G • N • • __ _ 5. PIPING SHALL_ BE SCH. 40, SCH. 10 OR -- • �!'- ��' s: ��' % ��.'� IN ACCORDANCE WITH N,F,P.A. 13. • ( - - 6. JOINING OF PIPE AND FITTINGS, I THREADED AND WELDED SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. • • U • — • • • 7. STRUCTURAL ADEQUACY OF THE BUILDING T❑ SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER • --! - AND/OR HIS STRUCTURAL REPRESENTATIVE• 8, EXISTING SPRINKLERS TO BE ADJU''TED AND ALIGNED AS REQUIRED. -To LL U _� - -' - -- --- - - - -- - -- 1'-0• I'-o• F-0• 1'-0• r • • T +1 ACCEPTABLE SPRINKLER - - - LOCATIONS IN 2 X 4 TILE • • - jo • • • • - • • I - ;:; ;:; • • • • • • X __ I q a Id • • • U � _ I 0 0 KEY PLAN d k $ STANDARD SYMMS . ON STANDARD •YMMS . U41 $YM\ TYPE MPOJMODEL TEMP. M POM CANOPY IHSH QTY. REQ!. NO. REVISION DESCRIPTION DATE APPROVAL$ DEGM'1N CRITERIA GENERAL MOTES +auw�teEKiwoea rroEeaewA7o, sls�rAwr►o+m a�e►rvKvE t _,� Q ssu LIABLE HOD. G SOUTH EXPANS[ 21� vz BRASS - - 1 FRED MEYER REMODEL 2-21-01 1• �LTY OF TIGARD OCCUPANCY: ORDINARY ARY GR, 2 FRED E c a��pp plw,r��n�rpcMt�o►�rrs�r�olMXlawwn�a� .MYPWRwKvf T �q��� ::; SSP EXISTING OR RELOCATED SPRINKLE 155 112 Ciii RECESSED CHROME 222 — 2, OWNER / ARCHITECT DENSITY: 20 a 1►aw�NM.�D,oENo 3. _ PL"MOTE AREA: -- 11565 5W PACIFIC HWY. a a OHLET 1Q Mme,rte. Frac►►ncW,N AooOF�DMMX YMT1►N� NroAANr wrr11r[n SSP RELIABLE MOD. G3 COOLERS 165 1 CHROME G3 CHROME 15 - "' ►�►w�eTNou J �,►� - __ 4. INSIDE HOSE: © — ARD OREGON DE a � SSP RELIABLE MOD. G3 FREEZERS 212 1 CHROME G3 CHROME 7 g OUTSIDE HOSE —���_ TIG -• +�wNootX AND rl�T►►ao of►►MrEl1O m ae�AOooM�NGE�*►►� yy. } tiPAWMAT No►a �{` -a1C'IIDC EELL -+ -DOUM O OM VALVE,VI SWY i — — - r a FutiNo swiu se N ADoo►►ovrrxE vrrn►►RF+�FA+warr No,a N h •DIUVIIVKvk �_ -� —•-- -- WATER >I�UPPLY W a jm"OF P"Me FrrrEaE,,►.IIM.D wo wa1�..rwi K.r raom ooumm a►ccu vkvE _ _--' —! _ _ 7 0 _ _ FIRE , I DESIGN BASED 8N: g mmr mpoevaorais � wwomwe ,ro STATIC: _ —__. _— TITLE REFLECTED CEILING T�m��=M1M�jo�wmm1 f4 �,a,��a,. - — — --- _ _ _ N.F.P.A. 1 19 4 _ RESIDUAL: 54 _ FIRE PROTECTION CONT%10TOR8 b~P11 nVW N A WU PM a90M/1/Mf la► DATE 2-2901 SCALE 1/9' 1'-0" $FLEET FM OF 13 in NrDMuiDllE+waoEFOErt U F r a a n F J"WAT�� _ — — FLOW: 1 10 — CONT. 00-0917 OR�►N. U.PARTH SYSTEM wEr r14rn s w. >'tnr. t�ollTlAllp, oR nz2s heY1 �2p-p2o l,J Lp�,TIO��; 10845 SW 7'.ST.mama t�iid 9Nr ha9e 1+■r ow is .� J:",rI.p' 'ffr. {�'�p, t.C.�.R}IT •.YP'1k;M B.ejfS.^7- t 't`i_••M, �`+'�,k { �N' u., . 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EARTHQUAKE BRACING SHALL BE PROVIDED __ - • _ _ _ _ _,_ M IN ACCORDANCE WITH N.F,P.A. 13. L G E 1 4. PIPE HANGERS AND METHOD OF HANGING - I - • -- e • • • • • - • - - • • • • - TO BE IN ACCORDANCE WITH N,F,P,A, 13, ME OR L • • • 5. PIPING SHALL BE SCH, 40, SCH, 10 OR O • • • —` L, 1 IN ACCORDANCE WITH N,F,P,A, 13, - - - - - - 6. JOINING OF PIPE AND FITTINGS, 7- THREADED AND WELDED SHALL BE IN ACCORDANCE WITH N.F.P,A, 13. • • • • O • • _ 7, STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER -- - - -- - - - - — L AND/OR HIS STRUCTURAL. REPRESENTATIVE. IlL 1 110 • • - 8. EXISTING SPRINKLERS TO BE ADJUSTED -- • • • • • - - • • • • • • d • • AND ALIGNED AS REQUIRED. 9. GRID LINES 19 THRU 22 NEW ADDITION, I T-1• • • • - - - _ ACCEPTABLE SPRINKLER -- - - -- -- — LOCATIONS IN 2 X 4 TILE J - • • • • - • • • • • • • • I • . - - I C7 r� ; O N is -_.,,.�r--.__—_ ``np'I KEY PLAN a _ LLp OENERAL NOTES STANDARD SYMUOLS • ON STANDARD SYMBOLS . US sYM. TYPE MFGJMODEL TEMF. SIZE FUM OANOPY INIM STY, REV. NO, REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA +ALL w AM ma�w�� � "��� K vK� PmwmATM q SSU ELIABLE MOD. G SUU'H EXPANSI 212 v2 BRASS t FRFD MEYER REMODEL 2-2I-0I FRED MEYER a rpm mmmon Am Comm m COMM mr"Dowe"ewara+mar 1. �F TIGAR� _ OCCUPANCY: QR�INARY GR. 2 Q •tMtrPPF vAiVt .% SSP XISTING DR RELOCATED SPRiNKIE 155 1/2 CHROME RECESSED CHROME 38 i p�wwd+AiwwDtosD T -NDNwr w wam _ _ 2. OWNER L ARCHITECT DENSITY: .20 �tARTMA/OORACAM04AU0 VIDODpACCOPOW11VWNWPA R_ �.� � MEM • SSP RELIABLE MOD. Ei NEV ADDITION 155 1/2 r,HR7ME RECESSED CHROME 165 WPLUM 3. REMOTE AREA: 1950 - 1555 3W PACIFIC HWY. i PAMPHLET NO 13 Lr SSP RELIABLE MOD. G3 COOLERS 165 1 CHROME G3 CHROME 8 a .PFEIWIOBNADWET"W OF HAMM"TOK IN ACCORDANCE VOTH NRA .w.�T,��..� —�° .AWP,. • -- - -- -- 4. --- � INSIDE HOSE: ° _-- TIGARD, OREGON PAhVKETND» LL o. SSP REI-TABLE MOD, G3 FREEZERS 212 I CHROME G3 CHROME 7 5 — OUTSIDE HOSE 250 YaY /_►'{y oouu CHEM VALVE AappallLr FIRE , INC .a PIMNO pWtl![M AOOONDANCR vKtH MPIM 1•AIl�ILRNo 1JDESMON BASED ON: MATER SUPPLY`: 0--, •oRAs+vA<vf ----- — — STATIC: — 70 TITLE REFLECTED CEILING a JDu►a OF PPE AIM .1 Aro vinr®aNAu r<N AtAaioAMeF --�— •oHEac vA«� -• _--__-._-- -- ----- --- .F P. 4 ' 8 wRNNAA�r�+:s.NDu awas,aou�x. N A, 1 t 99 RESIDUAL: __—_ 54 — DATE 2-ze o1 SCALE 1/0•-r o• SHEET FP10 of 13 FIRE PROTECTION CONTRA LL W¢ 7 aM1a110P10V�A�.a►A1�NNT7�PIwVwf►NM,/l111P.../IIOIAl1�ND -- A --- ---- -- — rCTIO. aR ,�4 CONTRACTORS N AVA/V POOClw,Al A 11[r M wMMO/r Twa � wed -mm I�wMPXA�p e ' "iaMwAOma�TMiA1�lMMAw J MEIWIl1D�ew�+awr rua�cwATa�uw -- — —. -- FLOW: 1610 — 147fS sw. 7a1n+1. CONT. 040017 DRNN. U.PARTM SYSTEM WET A DRY LOCATION: 10845 SW 71ST. 1 a N'M 1B e Y 1 r . • 113 � (li��! Ill�tll lIIIIII'�tillllf Llllllalllliltl �lJlitt�lllll;l IIIIIIIIIIII Illtltl!lI��r , �; ,•, .f Illlrlllll�llll �tl�llll�llll�� ��I!�Illf�ll�ll I�IIIIII�II�II� Illl�llliltl�ll II��►�Illtlltll ��II�III���I��I �I����II��I�I!� ��II�►�I�� and a nd� 1 rmin , miter 1 dl�nob 1 nnl ��ndl�i�nllh 1 ndn iu 1 uull�llnl�mdl�i�nub nubl �url��m�bl�nnb�nol+l�i�i 3 -- ».. .... .............•.,.....s.,.. -...n« ....+.....,..,.a...y..+.... w f• - ..,.. .,s . .. .w..-, -..,,-.+m..,,s.,•....s.uww»•.. w..+....,........:.<.n....,-....,.......w.•..r....«..rw ..:, ......tee..._... r,.. s. ...v.+r..r . •rio,.«,.w....w......... ,q.r.ra .. .,.• « .. } .. MWM...... ewe'^., -..... ,. --. . ~.»-,.;�..,ar •AIYIMM•.MANI•p'- w,u •.•y—., ,J. ww'•. I"' A ' �l a � 77 or aa-o z4'-o L rill - �_� --v - F t - -- - - - & As _j__ I f ri aw - P sW - - L-7 13 :i aoJ -2 ;s G; til (i ;i' ;:; ;:; I 141, fill • • - I- 41 .:; ;:; ;:; :; % oc IM lit NOTES : 1. ALL MATERIAL AND EQUIPMENT TO PE —� NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER. ----�'-o• -� 3. EARTHQUAKE BRACING SHALL BE PROVIDED ACCEPTABLE SPRINKLER 4 6 8 IN ACCORDANCE WITH N,F,P,A, 13 LOCATIONS IN 2 X 4 TILE �-- 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH N,F,P.A. 1.3, 5. PIPING SHALL BE SCH. 40, SCH: 10 OR IN ACCORDANCE WITH N.F,P,A, 13. 6, JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN � ACCORDANCE WITH N,F,P.A, 13, 7, STRUCTURAL ADEQUACY OF THE BUILDING ru TO SUPPORT THE SPRINKLER PIPING - IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. Ie 8. EXISTING SPRINKLERS TO BE ADJUSTED AS REQUIRED, cu U. r tLrrt _ _ STANDARD SYMdC�.s UO $YM. TYPE MFO/MODEL TEMP. Slu FINISH CANOPY FONH OTY. REV. Nq. REVISION DESCRIPTION DATE APPROVAL$ DESIGN CRITERIA OENERAL NOTE$ STANDARD SYMSOLS . OH ALL WTeIU�Aapia/�aTTONlwLMNO1110m1MMMTl�AlR10M� L\ -MA MVALV[ Q SSU ELIABLE NOD, G SOUTH EXPANSI 212 1/2 BRASS f 1 FRED MEYER REMODEL 2-21-01 1, CIC TY OF TIGARD OCCUPANCY: ORQINARY GR. 2 tnr.aoiaaH�rNlCstfv�Toeanelota�TOAl�MMal»wTT� v O oRr�tvAtvE T • :; SSP XIS TING OR RELOCATED SPRINKLE 155 1/2 CHROME RECESSED CHROME 159 a I++i+w4wNa�aTo�o •����� --' - 2. _ W R ,L ARCHITECT DENSITY: .20 FRED MEYER I goan4oUAM PAMPRIT NO�snA M SK&U N pACWM N ACOWD NIZ VMW MPA o- -nmiVrArro.] • SSP —RELIABLE F1 ADD _ 155 1/2 CHROME RECESSED CHROME 9 _ _ -- C �+ u 3. REMOTE AREA: 11565 SW PACU-IV HWY. wA���ooMc+ --�� 4. INSIDE HOSE: 0 o a AVE wwoeu�wmnoo ar,w�aiwo m W N A000rm�wrrH NI►n � ,�oe�Co�.�c.'*wx+ - --- - PAMNiET NO+a �u u — _ — _. I POM�W sN AoCoK�OSoE m 11�w„P,MPHL",10 19 "CT" DE ` ' •ocxaw.t arc VALVE ns,Esaa r _— - _-- ---- -- �_ —�_ 5. ,—_ _ OUTSIDE HOSE _�`�Q T I G A R Q, OREGON �•— MAN VALVE a A7Mq is�A10 R►n+aA,T►wdaDeD AMD MIHDLRf twLL ui IOo01oANCE —�-- •NM vntvE WATER SUPPLY FIRE ,MT m top,YaIlL/TN[W �. � TITLE REFLECTED CEILING INC . $ •aaert�oouao�o -- — OE91aN RAGED ON: T C+IMlII Tp l�AOOMTi NIMT 10 PNIY�NT MMLTrI N a*Ml110E1 f1�116 -- — �- NNEA nwillC'I��YAMlT1ri w � �� -lN1T+101M1Rom STATIC: 0 . � — — N.F.P•A. 13 >��_— RESIDUAL: ,54 DATE 2-280, SCALE ,/8'-,'0" $MEET FP„oF,3 FIRE PROTECTION CONTRACTORS u •f►IIUOfUMLA�N01r Ot T1'rl/lORTM�l1�1�■ - _� _ MI�M�L11ra/Ma11�1A1�IMf11VQ1UMt:1lI�IU1M N1�IwAIC1�Rt[roN► _ _104AMWATMUM — ^— - - FLOW: i 10 _ CONT• 00-0817 DRwN. U.PARTH SYSTEM WET 8 DRY 14M S-W- 72nd. PORTIJ4 0, OR S M4 LOCATION: 1 45 SW 71ST. 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A'_L MATERIAL AND EQUIPMENT TO BE 41 NEW AND UNDERWRITERS APPROVED, _-- __ • • • • • • • 2, PIPING DIMENSIONS ARE CENTER TO CENTER, .4 • • - © - - If 3. EARTHQUAKE BRACING SHALL BE PROVIDED '�' • 9 _�__ IN ACCORDANCE WITH N.F,P.A. 13, . —A 1+--3) - - _. ® _ 4 OPBEHIN GERS AND AC ACCORDANCE WITH OF HANGING G13G ,!, _ ,!, — • m-u • • 0 • • Sr PIPING SNA 1•/ � ["- IN ACCORDANCE WITH N.F,P.A, 13, 6. JOINING OF PIPE ANQ FITTINGS, THREADED AND WELDED SHALL BE IN 1•' .� — ACCORDANCEWITH ITH N.F,P.A. 13, 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING -- -- - IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE, _ B. EXISTING SPRINKLERS TO BE ADJUSTED O' AND ALIGNED AS REQUIRED, / F__ . 10 12 14 15 17 • • • EXISTBKi BASCIENT IQ WMK ACCEPTABLE SPRINKLER IEV K2ZArnNE SPRINKLERS LOCATIONS IN Z X 4 TILE • _ I 0 m —1—J' • I ----� KEY PLAN - NERAL NOTES STANDARD SYkplOLS . OH STANDARD rlYNI.OI.S . UO GYM. TYPE A @,/Mpf�L TEMP. 9= �SH CANOPY FINISH @TY. REV. N0. REVISION DESCRIPTION DA'E A�IIOVALJ! DESI@N CIMIEIIIA c t ALL IMII�IMI A1D IOI/E�1T 110 S!1lYr IND INlISIMtrAN APS 1® KMMvAtW Porrell", 0 SSU ELIASLE NOD, G SOUTH EXPANSJ 212 1/2 BRASS tP!*bDEMIgIMA1EWrro1100M1w+llltlTOla!l�E7aMw+O1M11M�lV % SSP XISTING OR RELOCATED SPRINKLE 155 1/2 CHROME RECESSED CNRONE 256 1 FRED MEYER REMODEL 2-21-01 1. .�ITY OF TIGARD OCCUPANCY: R I ARY nw� �>o�o O -�Y�WFCH T m�« _ 2. OWNER ARCHITECT DENSITY: _– _20 FRED MEYER a EMmrOIIMra!a+w+ao wu1 ee PraDwtt�D N ACOuaw+cet Man,>Irw' wowwrrtcH SSP RELIABLE FI ADD – m PAMPHLETno+a P)f1[wem4�► • 155 t/2 CHROME RECESSED CHROME _ 3. REMOTE AREA: _ 11565 SW PACIFIC HWY. SSP REL. MOD. G3 COOLERS/CANOPY 16S 1 CHROME G" CHROME 2 4 tNrEwrrfolMAropim""w w w om"'ma"Aam>tmmm1110mc OPPA � -VARTEIIaaDTOQWHOFm � __ 4. INSIDE HOSE: 0 ►Au+n+N.erwD+a yt �m.OWL +�� { ° 0 * SSP RELIABLE NIDD. 63 FREEZERS 212 1 CHROME G3 CHROME 2 5, OUTSIDE HOSE 250 ''i/►–` ® SSP RELIABLE G WITH HEAD GUARD 165 1/2 BRASS z T�IGARD, OREGON - 6 ppwa SHALL!N AODOIm1M10!VMH 1/PA PAM`PNIPT NO 1a -DOUBLE DIEM VALVE 4AMMILv — a jappe a nre Aro l/rT#ate.7MlA=AND VIII& O SHALL W N AOCOPD.VIGE DE �--, -OM/l VM.vE -altar VQ%'T -- - - 6 _------_- _ . — -- WITHWPAPAWNLITW13 -�� —�umm _—�-- WATER SUPPLY TITLE REFLECTED CEILING f R t oaN�roP"okom ooMtamwft ew l wilimrwowrwwn =�`� WWWRIERWOU D _ -- DESIGN BASED ON: LL NN1EA6rlldtlCT�NAaK)PR �M1flA .t i-- INC. NU 19STATIC: 7Q- DATE 2-2"1 SCALE 1/B'm V-w SHEET FP12 OF t3 N,F.F'�A. 4RESIDUAL 54 — — OOINT. oo•OB17 — PROTECTION TiRIRiO',Nfll� .wrwxwATt�ue FLOW: 1S1�._ DRwNI. U.PARTH SYSTEM WET a DRY FIRE.PROT ��QH, at CONTRACTORS ��-- LOCATION: ___10$45 SW 71SI'. f 6r1{1p=Nary wips�st.eo°it H d n i .. . . ..waawoart�y. ap CJI`. i - _e - ... W7W � hfNE04�+PfM!�9•. ".y . • —... - _ µ. 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Ulu v _ I D . 1 • _ • • • • — • • • • • • • — e • 1s - D 1'- • • — — OUa— ° — NOTES : 1. ALL MATERIAL AND EQUIPMENT TO BE • • • • • - - NEW AND UNDERWRITERS APPROVED. - O 2. PIPING DIMENSIONS ARE CENTER TO CENTER. • • b�S 3. EARTH(JUAKE BRACING SHALL BE PROVIDED m © • • • • i IN ACCORDANCE WITH N,F.P.A, 13. — r-- i I�I I 4 TOPBEHIN GERS AND ACCORDANCE WITH H ON F PAA G13G • • i • • _ _ O OIF 0 • ® B . 1 = • S _ _ • 4 • 5. PIPING SHALL BE SCH. 40, SCH. 1�0 OR _ • — • i IN ACCORDANCE WITH N.F.P.A. 13, PIPE AND FITTINGS, o - - THREADED AND WELDED SHALL BE IN ACCORDANCE WITH N.F.P,H, 13. di I�-o • • • • 7. STRUCTURAL ADEQUACY OF THE BUILDING s - - TO SUPPORT THE SPRINKLER PIPING • • _ 1r-o A IS THE RESPONSIBILITY OF THE OWNER -- AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. EXISTING SPRINKLERS TO BE ADJUSTED AND ALIGNED AS REQUIRED. 9. GRID LINES 19 THRU 22 NEW ADDITION, O • _ —__----� — - A. 05 — V AUDI —• — 18 19 19. 1 1 . 2 19 . 3 2.0 0, 0 20. 1 21 22 • • • ------�1-U•--- ACCEPTABLE SPRINKLER LOCATIONS IN Z X 4 TILE a o 0 ti o xciaA [ EtC10A/ o U- hKEYIPLAN OlOMAL NOTES -_ STANDARD SYMBOLS . OH STANDARD SYMBOLS U01 *YM. TYPE MM<GJMODEL TEMP. SIZE fS118H CANOrY (RIN>/H OTY. RE V. NO. REVISION DESCRIPTION DATE APP110VAL8 DESIGN CRITERIA A. KA1EwALAAIa �� � M � » � SSU REL. MOD, G SOUTH EXPANSION 212 1/2 BRASS __ CITY OF TR ARS__..- OCCUPANCY: ORDINARY GR, 2 •; :rwpot rwa�amrtw�locMteexoe•rorwwa�rs�oA+;-. r�r 0 MYFMVALVE �,� - - 1 FRED MEYER REMODEL 2-21-01 _ FRED MEYER MOM+NwosleraAlE SSP XISTING OR RELOCATED SPRINKLE 135 1/2 CHROME RECESSED CHROME 63 Z, WN _/ ARCHITECT DENSITY: 20.-__ n � T i SSP RELIABLE MOD, F1 NEW ADDITION 155 1/2 CHROME RECESSED CHROME 193 -- - _ REMOTE AREA: : AMPHLl,M0[sRArxa««lL P�eAAOAs+N w>«A>K►�+� I..A •PLOW .me I„.r1p1 w,p� ___ __ _ __ __ _ ___ 11566 S W PACIFIC HWY. 3. m MawaFrNo» � 0 SSP REL. MOD. G3 COOLERS/CANOPY 165 1 CHROME G3 CHROME 2D q INSIDE HOSE: 0 s`- A PIPE Mw10E1lE M W"W Cr MAM M 100E N PMORDNO 2 VWM WPA w°'""'A°'°"°°"" -- P.RDEP,cpMEC1A7N ■ SSP RELIABLE MOD, G3 FREEZERS 212 1 CHRUME G3 CHROME — TIGARiJ, OREGON ►AAlI1lgT NO 17 � -x'IRIC _ _ 5 PIPMO OWL ME N ACOOIOWDE WRIT IPPA PAAlI[ET NO 13 -=Okt CROM VALVE ANIMILY -`--- — — ---^_ !_. .—. _ �-, o�vALv� 5. _ OUTSIDE HOSE -_��_____ I JOMa CP PPE Aro II TWW TMUM MW W RM WALL EE h ACCOIOANCE ---�— •OHM VALvE --- - V MIRAPAMMMWD1s �- -ormoMpCouRJllo WATER SUPPLY FIRE , INC . +owlt�roP0061M UEar�ww►r�oPlevertvwiwNPwEwnwrwt�llo 'unelallo�Ao - DE81aN SABED ON: STATIC: 70 N www 1110'1lD1MNAM1E►PEalMIEtMJ•IEMf1EtA 6-� •EM711011wQiEEWOE � .� � _ ------ — RESIDUAL: 11TLE REFLECTED CEILING _ N.F.P.A. 11��3 -�,Q94-_ — 15ATE 2-2"1 SCALE 1/8"m 1'-W SHEET FP73 OF 13 /rrRU UpvLI_AMOr OF 11���N1oNRP011►MrNBEa1PREiEi _. 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