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G 1 w ' a , ...: N 00 `-1 w 1 1 ErkAD 6x 1 V2 NI I w :. I I M ECH ® & RECONNECT TO I TEE co w1 EXISTING DRAIN 1 i ,1 F { N. "4----• 11— I1 i :IS w I 1. w mot' ,__, EXISTING - EAST = �EVA7_T \ LA ,0-0-- EAST ELEVATIO \ t_i- '''s- 1 r. I 0 LO `I L ry ►■ 511 w 1 1 t N In IS in CY) RISER DETAIL -1 . SCALE 3” = 1'— 0" �, CO >----® . 1 w J �- '/� w �H `U w w ,,. w 4 • \-----w st w 00 •4 1 1 w 0 RECONNECT o, 00 TO EXISTING 'il 5k 1 DRAIN EXISTI \ G - AST NEA - ELEVATIO \ - E ELEVATION EAST , S. S,� .'ALE 4/4» — 1,—0" SW 72\ D 1,_ 3" 1 f 1 ,.... nal .,. ---- (--- Ili • I I I I I I 6x1V2 J RISER DETAIL - A RISER DETAIL - C I I MECH LEGEND RISER DETAIL B co TEE (.- 7-- • - BALL VALVE i: 0 1 ' Q �" . ORIFICE UNION 1 s ;IE) w w . . �. , • QL J �' - SIGHT GLASS 1 IN-`0 ,� FS - FLOV\ SWITCH W w I ../1 5 -� w o •' (.0 . I - 1 1 w P - PRESSURE GAUGE T 1 Q, co _..-__.._ k RECONNECT al ® ,,,,�. TO EXISTING 0 w I 91 DRAIN M - 3- VAY VALVE -GI w I I --- (OC ) r. i>II() { T---%\i - FLANGED O, S. Y. w 8x 6 REDUCER � co !� 8x 6 RED', . •'• tip w ., : 1-r- �y w 1 1 -l,;N N-�_t I..., - BUTTERFLY VALVE 1 -i"'F------ - I - - -- 8 _ DRY PIPE VALVE $lIIIPJPriiiiIIiiII EX I SI I \ G EAST ELEVATI0 \ 2 - 5 , ../ '`'..-- / ,, .,I_NORTH 0 O R TH ( C--'.C--'' 1 \ EV! SOUTH ELEVA ION - - .L VALVE 07 PRiNTEP . P T^^[1' '� 9.4•'�y�].'F���'. Ye EAFttw�•�� Yn l' �:be .'... ■ G / ����4'i�,rA����'�;�FQ.��fiae�w:M•.41+n�na.a 4gafika4�4.d.su nAe•....eea•eASaanrt�l �� I . ..w�, ... ...Mya�y+a.eaaese..eeae.e.A6.6..`. DELTA FIRE, INC. SCALE �4» _ 1,_ Cr . ,,,�� � ..� 472ktit7:4 GENERAL NOTES STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG SYM. TYPE MFG./MODEL TEMP. SIZE FINISH CANOPY FINISH QTY. REV. [ti 0. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA I 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED ALARM VALVE - POST INDICATOR 1. OCCUPANCY: 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY DRY PIPE VALVE ! (1-6) WHICH ARE END TO END T INII MU"- NON-RISING S' GATE 2. DENSITY: ,, i /err' . . 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA, �— - FLOW SWITCH - FIRE HYDRANT W/PUMPER 3. REMOTE AREA `R TETRA PLASTIC II PAMPHLET NO 13 � - WATER MOTOR GONG 4. . INSIDE HOSE: w OREGON BUSINESS PARK III 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA —�° FRIE DEPT. CONNECTION 15605 SW 72ND AVENUE PAMPHLET NO 13 - ELECTRIC BELL I � TIGARD, OREGON 97224 5. OUTSIDE HOSE: 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - DOUBLE CHECK VALVE ASSEMBLY ! �_ CONTRACT WITH WATER SUPPLY 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE 0-1 - DRAW VALVE 1 - CHECK VALVE �. NAME FLETCHER WRIGHT WITH NFPA PAMPHLET NO 13 —o— STATIC: TI"I''..E SITE PLOT PLAN & RISER DETAILS O, 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREaINC - GROOVED COUPLING - NEW UNDERGROUND ADDRESS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM —� RESIDUAL: — )ATi'fiE 4—9— 1 996 SCALE AS SHOWN SHEET FP—2 PROTECTION CONTRACTORS �-� - EARTHQUAKE BRACE - EXIST UNDERG€iO;JND CITY FLOW: ,�►jNT67262_ - 1495 S.W. 72nd. PORTLAND, OR 97224 (503) 620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING I5 .. . DRWN, B.L.J.SLJ SYSTEM W�1 THE RESPONSIBILITY OF THE O O - HYDRAULIC REFERENCE POINT •I' PHONE - PUBLIC WATER UNE LOCATION' 1 4111 i< 1 /-- (I .� K._C' 2 0) 46`-4' 46'-4' 461-4' 4 I-4' 46'-10' r I - I { I I -- ---I I _ � _. L_.� � =����� I� ■III 1 #28 �_�_ �_F_ 0 11.711 M�' 01 0 an _L11♦1!�—�- MI I II •�• ■__-�■ M! n - n '�- ��— -t;�-- 370-6 - �.■�!► — ��► _ - Mme= - --. M� ■ II_ • 'M �ii�f1 11 6' " I c n g e r \ o . 6 ry,,,,t III\�I _ � �■ 12111= = I Ii _ . �� �. good Joist C o a c Screw Rod _ � ��:�■ ��__�. _. �— 3 `� . If� II - - -- -, �Fcy Beam�� � � ���_•— - — ! II ■��I� CM _ 4 O _�; % '■i lei ■ '� ii_ �I�1 2 - . . O � —_ I ,;� ��©_0 3 = mp—IMMO ENNU _ !1111 IE�Ni.N__lim l� n_-lllIMI_ M_ 111 n i1M1 — 0- 8 EMIR .�� �i l .1. i I;C ` �_ ©i1 j MI MN�1 - 1 t,, � i_ I I_ -. - � � t: i - #27 / / / / / / / r / -/ / / / / 141 111 .11 IMIll:iIIi : :�I� 'i : l -� � '•__—�l1 . ■ ,!M-.ra z ► v�—' . _ --,1 lipMCMIIIIIIMIMMi=I __ II I ' E Mlnlmum Distance � ■I • � �� I--1... ■��. IE r _ I mem iw : I� �� �I• _ 2 � N 2 26 I -�_�---- �- ® ��I ■ ■ ■ ��'�1 `� I:�n� ! ■-I. �����lEf.�' i ..... Ir 11 IIMMINIIMMIMII u "� IIti® 31-@ `�# �i E! i�Jo_ m�II -- - -,, - Rounded to � ■ ■�■ I. 1! �>/ -ice. I,' #Zfi t. ,! �i I ' i ' _ -����'lla' —�'� Nearest Inch z Rod Button (Extra) �'% "� I�� . _ � ��' ,� 1 II &0 �I �� and Noted < Coach Screw Use in Finished �I�• ■EM MI _— » t∎���i�lilGu����■�� ,_ �, �' -�■- -� �� ���_ on Plan. o Rod Areas mincomemm ��.. ��I' =__ � �E11IIIWl/> 1I I _iI MI �� 1 iii\ I W MII�! MII��IM� z a #25 _ 2 _ _ ® gm ■ _ �►�'� ° ! lo -_ milir%! em-9-.1�_ �-- 1 ,�_ . 1 ��IIC 1 III1��11I� _ - 11 1 _ � � - Q # --�-� -- � II�i all _ III M �I _ _II _ . _ >. ( ) ��r�� _ « - �I ��_'� � - -� - I� ��� � ���` �I�t�������i�� � � #25 \ / 1 1 Bottom of Joist to .ti Mu : ' _awl 131111 %- !' —_' !■�11� 11-�1i. •O 111 -4 , U' Center Line of Pipe. �� _� I ∎��■1L■��w �I . III ■��, 1111M � �����■�� _i >_� II� ' Illlillllllllllllllll� - II � ���y El Swivel Ring - Swivel Ring Pipe IMINIELA■Allii FM MI? - - PR 111 (��� - 1 f NI �� Mill.ii- -- ` i -� a Take-Out U#24 - - - _ - _ - -- I HI _� /�,I f111ara1 !• 11 I 1- #24 .•� l 18, ;%M EMI _ . �L� I� 21 al EN .51 ��■■i■��!!1���1� �1�: i�1 �_ .N ; . g 2 #2 @ ? 2 i #22 � 1���� i+ 1�1 .r �I�i /1111%1 F . I ses, # "vie: 10 14-6 14-6 i� � ''� -- .� �- ► II� IL_I_ Era.�idEM II i ; � 1 �iN 1�.-��ii■r��� rI i Ilia it I -i I 2 el �' 2 - - !�►-�■■u■���um�i■■�•■�■���w� ���--:--' t R z �_ !I���, - 1 !i Ii II�����I�II■ ]i11 1 !. _ ■ _ 31-6 g . _�� a i - �,�I'=_., 1�:I�,t�1I�O��� == u�EL .rNI M 1 __ 11■ 1il=�MI .' " . ` Note on Plan: Hanger Number and A Dimension■*co 1PFAI NI ii��r�E E a - UM I 1�ir��I !I% IIII X11; I1i3111��� II I #23 28-0 N �, I #16 2 2 #15 2 1 ;" I 8-4 15-0 13-4 -8 8-0 i Igin 1 _ _ ��� Iii MIIHIIIMIIMIMINIIIMI_ '/ :=f ' %1 i i ! 'i z 2 ������� 2 ���� 2 I�I� 2 z 2 z '��\ z 2 z �' _ �'� a �6 a a HANGER DETAILS �37!t/�= =�ifE=ii�� 3iLIIIII> �I���■,af71•�ii�k3r'f�� �� ��� ��c3nu�l �r: l■ �al;rlm!s��� � �lr>ra 2 II I■�1 ' -'7 �! 11[11 ��) ; 7� 9e 5 #13•11-i-a E--4-1-----\\ ' N- I •e •-� `" #1 z 2 2 2 iv to c c c c c c e c 0 e a o . liv#1 @ 18-4 [40 14-0 14-0 14 0 7-6 7-s 14® t40 140 9-4 #g � s 6-0 98 5-6 #8 ul 2 2 2 - - - - - - - - - 2 _ a- 2 - 2 28-3 I —r--2 c _•-- —�_j-- -t 1.--- -•-- ---__ —:_1.-- -1:'-- -1 ' — _7 -1_/- -;_7- --{_/-- 1-- -a_i- I --1-•-- -{_f-- -I; -�_•-- --� 31-6 - - --I ---T C ../1 ..- 1 Q in 2 2 2 2$-3 2 2 2 - - 2 2 . C - 4-0_ 4-0 2 2 �o 0 o p C #2 13-0 129-e [3-0 #3 z in 2 28-6 2 3-e i ;rr- I 2 ( 2 2 2 NOTESf 1.-. .. .■-••-•••--4 1•••■ •-••••■••4 1.■---,-■•■• ---•-1 Ir —.-1:1 I � ° a- 1/3 I I . ALL UPRIGHT HEADS BRANCH LINES • 2 2 2 2 28-6 2 2 TO BE 2" OTHERWISE STATED _- 3 C >-- --0- -r -- -I_ -rt_�--- c_ —�_a 2. ALL EXISTING UPRIGHT HEADS I I ( F,'- AND BRANCH LINES STAY THE 2 2 2 28-3 2 2 SAME OTHERWISE RELOCATED.-4 ______4:. 4 , li _ _ -El L m v #7 2 2 2 I C&� 2 2 LEGEND 2 I I I 0 - EXISTING PENDANT HEAD 7-6 I < ,n v 2 2 27-9 2 2 #6 • - NEA PENDANT HEAD 2 2 C C— —�_-r--- —�_�— -r— —�_. —r=te— +_"— . —ca RELOCATED PENDANT HEAD 1 ,.. 6' a. in \ I C - Cb E 27.6 0 — NEW PENDANT HEAD ON LINE 2 2 I 2 I z _� 2 2 w_ & — m i NEW PENDANT HEAD PLUGGED 27-6 - EXISTING UPRIGHT HEAD 2 2 2 2 _ - 2 - - - 2__l_, . _ , 'i cs\,.....__...,.../1.6...) - O - NEW UPRIGHT HEAD 27-6 1 -ITI _ _ ‘,---.11---- T-2 2 2 2 2 2 :1: 0 NEA UPRIGHT HEAD w/MECHANICAL TEE- � I - 2 _ -- 1L 1� I3-0 _4% ? 10-0 ®^ 40 ` - - 7f _: ��I EXISTING UPRIGHT HEADS PLUGGED a- 21.1 7-__6 J 2 2 <. 2 2 2 - 2 - - - - - C N IC - \ OT IN CONTRACT I I I in a EX. - NOT IN CONTRACT 2 I 2 2 2 2 I . - PIPE ELEVATION A. F. F. GENERAL NOTES STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG SYM. TYPE MFG./MODEL TEMP. SIZE FINISH CANOPY FAH QTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED - ALARM VALVE - POST INDICATOR SSP RELIABLE MODEL F I 155 1/2 CHROME CHROME 109 1. OCCUPANCY: 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY .0 - DRY PIPE 'JADE T - NON-RISING STELA GATE ® SSP RELIABLE MODEL F 1 155 1/2 CHROME CHROME 8 2, DENSITY: 4 I .461, (1-6) WHICH ARE END TO EIID ® SSU RELIABLE MODEL G 212 1/2 BRASS 93 - - I 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA �-- - FLOW SWITCH . - FIRE HYDRANT W,PUMPER 3. REMOTE AREA: TETRA PLASTICS II PAMPHLET NO 13 ® SSU RELIABLE MODEL G 212. 1/2. BRASS 9 .410,4 1'1PE HANGERS AND METHOD OF HANGING TO BE ICI ACCORDANCE NITIi NFPA - WATER MOTOR GONG -< - FR1E DEPT. CONNECTION 4. INSIDE HOSE: OREGON BUSINESS PARK III I PAMPHLET NO 13 5. OUTSIDE HOSE: TIGARD,S OREGON D 97224E 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - ELECTRIC BELL - DOUBLE CHECK `r:ri/E ASSEMBLY - CONTRACT WITH WATER SUPPLY 6 JOINING OF PIPE AND F1TtINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE �-t - DRAIN VALVE r - CHECK VALVE =Ira PA PA'MPt ILET 13 NAME FLErCHER WRIGHT 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT HATER IN PIPES FROM FREEZING - GROOVED COUPLING - NEW UNDERGROUND - STATIC: TITLE RCP & PIPING acom IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM ADDRESS - RESIDUAL: L>ATE 4- 1- 1996 SCALE 1/$"= 1'-@" SHEET FP- 1E PROTECTION CONTRACTORS �� - EARTHQUAKE BRACE - EXIST UNDERGRO• CITY FLOW: 7 14795 S.W. 72nd. PORTLAND, OR 97224 (503) 620-4020 a THEURESPONSIBIEL.IITTYA ADEQUACY THE OWNEBUILDING OR HIS SUPPORT STRUCTURAL RE3RESENTATIYEG IS — - PHONE C ONT. 9fi- . 262 DRWN. B.L.J. SYSTEM O - HYDRAUUC REFERENCE POINT - PUBUC WATER LINE LOCATION: