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Plans (82) F PS2O 17 - 00089 RECEIVED e , JUN 13 Z017 . EXISTING+/-63,720 SQ. FT. BUILDING EXISTING+/- 19,635 SQ- FT-SPACE TO BE PROTECTED BY NEW �� ` PROTECTED BY EXISTING AUTOMATIC FIRE SPRINKLER RISER ADDED TO FEED EXISTING SYSTEM FIRE SPRINKLER SYSTEM SEPARATED BY TENANT WALL ---_ 8U1 D1N�DiV1SIQN �--l- 0 4 o e a o o v c o tib' ! PROTECTED BY I PROTECTED BY I `-! z EXISTING AUTOMATIC I EXISTING AUTOMATIC IZt -- FIRE SPRINKLER I FIRE SPRINKLER �' ;SYSTORK Fire Systems W I THIS AREA ! THIS AREA e a o ° o 0 0 0 0 d o i C? ? O 600 SE Maritime Ave , Suite RTETEDBY EXISTING AUTOMATIC ® 0 a _ ° 0 0 0 o Vancouver, VITA. 98661 I FIRE SPRINKLER I EXISTING TENANT EXISTING AUTOMATIC 289-2208 1 SYSTEM,NO WORK SEPARATION WALL FIRE SPRINKLER SYSTEM (360) 693-9906 Fax I THIS AREA o,l / TO REMAIN THIS AREA , o 0 a 4 0 a a a WA CONTR LIC: FIRE-SWI-140-B1 OR CONTR LIC: 49732 I \ co i NEW ADDED RISER , __ I O EXISTING FEED, SEE RISER 1 1 'aD J 1 aa0 00 oa o a a VAULT 01! I DETAILS FOR i j 1 6 6 6 6 6 16 6 6 6\ 6 6 'b 6W/BACKFLOW ,, i I � �I �DiFi,ATIONS ' � 5'-11 10'-6 1p'� 10`-6 10'-6 I' 101-6 10'-6 ! 10'-6 10'-6 \ ip'-6 10'-6� 10'-6 ®� 6R( BF1 F2 EXISTING 6" FIRE SPRINKLER SERVICE MAIN (UG/ 1!-/j6 �TR/ 6 1 I 0 bI CO \_J 11 .F. 10'-6 in F� 1 ,,.. K) 1 1 � a 6 � � 1 i 1c.T.I= 10'-6 1 o'-6 , ��� I �. ��' o a o o a 0 0 4 I EXISTING RISER EXISTING MAINS AND y�� T-=--- � �' '' SPRINKLER LEGEND I LOCATION,SEE RISER` SYSTEM TO REMAIN, {(�M� ` I M1 DETAILS S FOR NOT SHOWN FOR SYMBOL TYPE MFG MODEL SIZE TEMP. FINISH CANOPY TOTAL CLARITY `� I REMOVE EXISTING o__----_ _.__.....o a o a 0 Q--. a EXISTING HEADS/LINES TO DEMO. 90 HYDRAULIC REFERENCE ONLY. OR MODIFICATIONS ~\ FEED MAIN SUPPLYING DEMO MAIN,6 OUTLET / 52'-8 ALL UNDERGROUND SHOWN F \ T.1. SPACE FROM FOR.NEW — FIRE __._._._.. __ _ \ _ _.� __-._ EXISTING HEADS/LINES TO REMAIN,OUTSIDE SCOPE OF WORK. 110 SYSTEMS WEST INC-ASSUMES NO FLANGE TEE AND CAP J GflNNECI ION / / %- 7 / :\//:: 0O RESPONSIBILITY FOR DIAGRAMMATIC " � ` /' OFF-TIE IN NEW 6 ✓` '.-.7-://77.7 TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT90 ACCURACY REPRESENTED. FEED MAIN TO �` '`' -_- ;- -EXISTING6" I; / f' , � ;/` , / ,' {l%/ � •. SUPPLYING T.I.SPACE / ' j/ /`/// ,// % SYMBOL LEGEND gr �►=--- -- -- -- - --7---,46-1-7"-----,-- -__ __ _ _$>- -y -$ � I - - - - TING SPRINKLER PIPE TO BE DEMO'ED -- _-- _ --____-- ago NEW SPRINKLER PIPE, SIZE/CUT LENGTH F _ 7 I / I E // APPROX. LOCATION OF NEW HANGER, SEE DETAIL %A t� APPROX. LOCATION OF SWAY BRACE, SEE DETAIL / < '/A/////1/ ,i' r STORAGE AREA EXTENDING 15'PAST ABBREVIATION DENOTES : : . / 6 _-' --/////7 -I-- l_, --- --B-..--,-4" g-. - _ $- --.8 ACTUAL STORAGE BOTH DIRECTIONS / I✓ //0 /` +1-8,930 SQ. FT. FF ABOVE FINISH FLOOR q CENTER LINE - ---\--7- , BOJ BELOW BOTTOM OF JOIST 5F SQUARE FEET •-PROTECTED BY REMOVE 9 EXISTING --/--„ f= --- $ I- __-_ %_'_-__/,_! BOD BELOW B07-0M OF DECK OC ON CENTER EXISTING AUTOMATIC BRANCH LINES FOR /I NEW STORAGE AREA : >- F1 . o / Z.O.I. ZONE OF INFLUENCE TYP TYPICAL RE SPRINKLER ; / / / SYSTEM, NO WORK TO EXTEND 15' PA57 : / f / .- f THIS AREA i ACTUAL STORAGE f ,/ $-/f///// �;' - - ✓ ' / . -` GENERAL NOTES I BOTH ENDS. / z / i s/ % / f'° 1.AUMATERIALANDEQUIPMENT TOBENEWAND UNDERWRITERS APPROVED. M /% .__...t... y. ., f _ r 2.PIPING DIMENSIONS SHOWN ARE CUT LENGTHS. } I I fes., ! / % '� , a, ! 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2013. 71- I / / / / ;/ ` I 4.PIPE HANGERS AND METHOD OF HANGING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA13,2013. C7 PROTECTED BY PROTECTED BY '- s-- -aw=l__ ._ 1 _ ___ - __-s-,z ,g_, ._ y 1 __ 5.PIPING SHALL SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2013. Ur EXISTING AUTOMATIC I " I EXISTING AUTOMATIC -.�-� f / I '' /' ' 6.JOINING OF PIPEAND FITTINGS,THREADEDAND WELDED SHALL BE PROVIDED IN ACCORDANCE WITH Z FIRE SPRINKLER -. 1,s'' / / x?- / NFPA 13,2013. FIRE SPRINKLER / SYSTEM, NO WORK I SYSTEM, NO WORK I I / / i / 7.OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING INAREAS I/ ' / "' PROTECTED BY WET PIPE SPRINKLER SYSTEM. X THIS AREA THIS AREA � _ __ __ __k. r % / ! 8.STRUCTURALADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE W i 1 ` _, __ _.f._' "° --r'�" i RESPONSIBILITY OF THE OWNER/OR HIS STRUCTURAL REPRESENTATIVE. J • . , z i 3 6 Y .........._--_ -----...-'--"---'-__.__'._-_.____._-.__._-.._,.._..,�_...._.__---_......_.I.._._-........................,,...,...-... ._.._,....... _.....____ .._.__,�..�._.... -___.:' _.... __,.._"____......,._,_.._._.,_..........:..........I._.__-._____._.____-'_""_.___._,.....,..-,.____......_.._.._.-.,.....,..,._.__.._._.___...___.._—__.—.____...___._...`., .,__,_,._.._ _"_—_____ _ • , I I , I / r PIPING NOTES • 3 i // . / � 1.ALL NEW PIPE 2-4"TO BE GROOVED BLK.EDDYFLOW OR EQUIVALENT PIPE WANELDED OUTLETS AND I r• GROOVED VICTAULIC FITTINGSAND COUPLINGS. / -D / 2.ALL NEW PIPE 6"TO BE GROOVED BLK.SCHEDULE 10 PIPE WIWELDED OUTLETS AND GROOVED EMO'AIIAINr3 OUTLET'.ET EI "- — - `� '" - /` ��""-- VICTAULIC FITTINGS AND COUPLINGS. CONNECTION.? a — - -- - -_1 E,. ._...;.._._..__-rr I RI DESIGN NOTES 0 --o...._ tom- - F, o -a o 0 I - 1.DESIGN PROVIDED IN ACCORDANCE WITH NFPA 13,2013 AND CONTRACT DOCUMENTS. • EXISTING TENANT II EXISTING AUTOMATIC WATER FLOW IN . ± SEPARATION WALL II FIRE SPRINKLER SYSTEM ADDRESS:1 670 SW HALILOBLVD.06/08/17 11 TO REMAIN THIS AREA CITY OF TIGARD PUBLIC WORKS o-- . o -- qi o— -o 0 . o. . .._..__.._..__o__ _. a STATIC:100 PSI s l e RESIDUAL:98PSI FLOW:1,512 GAL.,11,083 20 PSI / 1 NEW FIRE SPRINKLER MAIN ROUTING/T.I. DEMO PLAN lrSCALE:1/16'=1'-0' OUT TO WATERT CrrY of TIGARD . MOTOR ALARM FOLrAg COMPLIANCE REMOVE AND Approved: ©T ] cic� 53 )1C-- REPLACE WI NEW HORN AND ■ Pc 1 l7 C qr STROBE ® Address: ) � Y�'. �. uite th TO BE WI R D BY FIRE BY: !��►� n L� � SPRINKLER mut- ' MAIN TO II 111 REMAIN -OFFICE COPY LOWER FIRE ® fi" GxG P SPRINKLER • C.I.F. PLEASE PROVIDE �� x. y'� x,51 N,E sem, MAI TO II APPROX. FIRE SPRINKLER RISER LEGEND COMPLETED NFPA 13 749 P p NEVI! 6 MATERIAL AND TESTfr RE AIN �,,�„ 1.(2)6'GROOVED TYCO BUTTERFLY VALVE W/FAMPER.TO BE WIRED BY OTHERS. r,� �A !-1 1 Y G G 2.(2)6'GROOVED TYCO RISER MANIFOLD WIALARM VALVE,WATER GAUGE,TEST AND DRAIN. C RT FICA1 E AT i V L7 3.4'GROOVED TYCO CHECK VALVE FOR EXISTING F D.C. ' O G CUT AND 4.(2)6"GROOVED VIC.TEE. FINAL INSPECTION 5.6k4-GROOVE REDUCING VIC. 4 C' �o'>: 13 IP M• 0. GROOVE - — — — — — 6.4'TO EXISTING F.D.C. y�/ 0 1 7. r TO EXISTING DRAIN. S L.O. r Ci — — — —- =DASHED PIPE INDICATES PIPE TO REMAIN.RISER PLAN ONLY. I EXPIRES: 1 Z -31-1.7 11 STRUCTURAL STRUCTURAL SEE SHEET DETAILS FOR DASHED LINE INDICATIONS. SUPPORTING 2 SUPPORTING 40 r MEMBER MEMBER 0 x:.€ 112"x 512" 1/2''x 5 1/2" 0 I WOOD LAG SCREW WOOD LAG SCREW410 III i■ OUT TO DRAIN I REVISIONS a , ; liett :4 o 011 TIE INTO NEW 1 I OUT TO F.D.C. BR ' � RISER -� — . : r — �.. � �� 0■ TIE INTO NEW MODlFICAT ON DEMO --.�-- -- ,,„ : 4/AFCON UNIVERSAL STRUCT. RISER 1 NEW \ ADAPTER#076/077tl)fraAFCOADAPITER#076/077 VERSAL RUCT. START MODIFICATION 0 1'-'„ C.T 00 j 6 BRACE PIPE 45-55 DEG. ' 45-59 DEG.BRACE E 4 —iiii■ + AFCON SWAY BRACE ummuOAmil AFCON SWAY BRACE #001/020 1 ~~ cLAMP#a10 III NO. DESCRIPTION DATE SWAY BRACE SWAY SWAY BRACE LAT./LONG. SWAY i LONGITUDINAL WOOD TYP. WOOD BEAM TYP' 1111 CONTRACT NAME: CANTEEN STORAGE UPGRADE NOT LESS THAN 2”NOMINAL q 111 12670 SW HALL BLVD., BLDG. #3 WIDTH(1 12)UP TO 3"PIPE I ® TIGARD, OR 97223 SAMMY VERTICAL PIPE SIZE @ MAX. HANGER _ f r• ii WOOD STRUCT. r SPACING(SWG20):3" �(-1-- [/fv MIN.2"NOM.WIDTH CONTRACT WITH: , �� �� MIN.3"NOM. DEPTH MIN-2 12"FROM B.O.B. FOR BRANCHLINES CANTEEN VENDING ` GST 25 380 3!8 x 2 i2"' MIN 3"FROM B.O.B. EPA' A �t .� FOR MAIN LINES. 7. 12670 SW HALL BLVD., BLDG. #3 Q m = 3/8"ATR r TIGARD, OR 97223 Il mi Y .,,,"„,,"„"i,,I„,m'pSIDE SAMMY#SWG20 \ EXISTING FIRE SPRINKLER RISER DEMO PLAN EXISTING FIRE SPRINKLER RISER MODIFICATION PLAN I•= BAND HANGER SCALE:112'=V-0" SCALE:1/2'=1'-0” CUSTOMER CONTACT: MATT ELLERBROOK �� PIPE a / � ” �IIID. Phone: 503-972-4723 E BAND HANGER PIPE DRAWING TITLE: al F FIRE SPRINKLER 0, SAMMY VERTICAL HANGER SAMMY SIDEWINDER HANGER' r FOR WOOD TYP. WOOD BEAM TYP. DESIGNER I DATE I JOB NO. SHEET �_ B. CULLINANE 6/12/17 I 1-11-1509 1 OF 2 -fir/ , irc 600 SE Maritime Ave. , Suite 300 ' V 9 441 z,1% 1-, .:. 41 .4,S Vancouver, WA. 98661 (360) 693-9906 Fax: (503) 289-2208 a a WA CONTR LIC: FIRE-SWI-140-B1 OR CONTR LIC: 49732 I B 31B B B B B r a _ _ . ______ ___-_-_____�____________ _ ____ 4ao____________ ______ - ___ .o B B B B B B B • B 3 a o. _49.-_____--_- a SPRINKLER LEGEND 03 I 11 SYMBOL TYPE MFG MODEL SIZE TEMP. FINISH CANOPY TOTAL IB 1 PIPING AND HEADS TO REMAIN THIS AREA, • ELO 231B TYCO TY5151 -5-.S%1 - 286 BRASS N/A 90 1 OUTSIDE SCOPE OF WORK O EXISTING HEADS TO REMAIN,OUTSIDE SCOPE OF WORK. 110 a n TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 90 B B SYMBOL LEGEND a — — — —• EXISTING SPRINKLER PIPE TO REMAIN B --- -- -- ,....._.__.._.._.__....- - -- - ..-. -. ._ ......_.._. ._ . ......_....... _. ..... ...._._......_...._ ........ __ _. ._. -- NEW SPRINKLER PIPE, SIZE/CUT LENGTH a 9-10 \ APPROX. LOCATION OF NEW HANGER, SEE DETAIL B • B APPROX. LOCATION OF SWAY BRACE, SEE DETAIL B B pi 11 ABBREVIATION DENOTES 1 II B FF ABOVE FINISH FLOOR q CENTER LINE B SEE SHEET#1 FOR CONTINUATION „, u BOJ BELOW BOTTOM OF JOIST SF SQUARE FEET m i-..0 B BOD BELOW BOTTOM OF DECK OC ON CENTER , B 0___ ©_ __-p.�0___- -____.E -0 -e -a- 0 Z.O.I. ZONE OF INFLUENCE TYP TYPICAL €1 a a GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERSAPPROVED. 2.PIPING DIMENSIONS SHOWN ARE CUT LENGTHS. B 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2013. o B 4.PIPE HANGERS AND METHOD OF HANGING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2013. ,- B 5.PIPING SHALL SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2013. B 6.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE PROVIDED IN ACCORDANCE WITH \ 0- 0- (4 - -C. ®- -6-.. .ee®e.O -e .© t7 -0 NFPA13,2013. •b ~ C-� ' ” 6Y tt 7.OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS rp+ co} j PROTECTED BY WET PIPE SPRINKLER SYSTEM. EZECICl li LS ENzwintTi , ,,ciI� me ,,,m ; ..z,W,,,aDz� ,:�.�*. . :, 6 z •m�'*;nz , w L� :L' «• -z-. 4 6,STECTEDALADEQUACYOFTHE INKLERLDINGTOSUPPORT THE SPRINKLER PIPING ISTHE _.� vt as Yiai.t msL & �wr°1rc r'i 3v4 t».amw.m; 6arvy.b.v...arw.wr,ax wi«.uu ws-......-.ee-:a,1- 24'27 24-7 44-4 RESPONSIBILITY OF THE OWNER/OR HIS STRUCTURAL REPRESENTATIVE. ii il r [ PIPING NOTES cs,+r • Lio 1.ALL NEW PIPE 2"-e TO BE GROOVED BLK.EDDYFLOW OR EQUIVALENT PIPE WNVELDED OUTLETS AND • 4eb r:1 GROOVED VICTAULIC FITTINGS AND COUPLINGS. Q --0" e-- 0' "'"°____---"""'G'"",1"` "Q" 'e 2.ALL NEW PIPE 6"TO BE GROOVED BLK.SCHEDULE 10 PIPE WANELDED OUTLETS AND GROOVED 4 "s' 4 ,1 VICTAULIC FITTINGS AND COUPLINGS. if 1V-9 } 12'-6 21'-0 �, N �� TIE INTO EXISTING 4"MAIN. , 3'-4 , ._,...._,.,___......... .__...r.. ---.....,....._...___ .,._._.........._._.,._... . .._._...._..................._._.., ....-.w._..-..__._...-_.-._..-._.._.._.__..__._..._.. _.. ._.. www-. .,_. ._.. _-.. ......__............._..-._. .,.. _-...,_....-..-.,_-., _..,................-.__._K. ._._..._., ._- --w.....w- _...-,-. __r.._.._..,_,.._..,_..........._...-..,-_. .............. .._ __................d ._.-.-,.,.,_.._,.... _ .w...,.,...... _....._..w .- w_..-.,. ----___-e__,- ', .. _. .w,.......�_ ,.r. ., ..._.__.w_.._. J1J1) o ;\� (< .,,, o 2lJ\ DESIGN NOTES 2 "�� • tO O 1.DESIGN PROVIDED IN ACCORDANCE WITH NFPA 13,2013 AND CONTRACT DOCUMENTS. 2 \ £ • kV 2 ' s •—., 2 • • 2 • i V 2 2 WATER FLOW INFORMATION: • 0-6 7'-2 1'-O 1'-3 10'-0 5-0 5'-0 10'-0 5-0 5-0 10'-0 5'-0 5-0 10'-0 5'-0 5' 0 0'-5 0' 4 �� ADDRESS:12670 SW HALL BLVD.06/08/17 o Cp CITY OF TIGARD PUBLIC WORKS 9 O o STATIC:100 PSI o RESIDUAL:98PSI Fa*Rd ON lant—Y.� Nei �VW WA it,eS.21r a.titp aiit �s.��{UR � �MGIASSIV,20'RACKSTORAGE AREA PERIMETER �� �.2.rEit�Rt,MN MYwr�--w �4111" V Mk IN*-wartS MHO SO MAeFLOW:1,512 GAL.,11,083@20 PSI 1H ��� N,of/, H . �r•� �, p a\• i ! g ,No" €,OD PROA-4. 9 ,� s- � t N��` S o q 9 ,`? G . O ro +t. 799•t•E; A"' /0 o �k.` o Q62/G OR:r,l' / E0nj )____./ S '0 +• \ \ns\• A� '40r» $ • \ • . • \ • -4 !• • \ .f?7 .,G S, D�v 2 1/2"X 1"MECH TEE INTO EXISTING OVERHEAD DOOR !EXPIRES: 12,51,(7 0 o PROTECTION LINE n o �t o o o /F1} \\ 2/F's .--f O" ,,‹< �f 2 \ 0,' ' 2 c• \ t'.• A • 4 • •. • 2 , • • 2__ ` • •, '1 STORAGE UPGRADE AREA, CLASS IV 20' 0'-6 T-2 1'-0 1'-3 10'-0 5'-0 5'-0 10'-0 5'-0 5'-0 10'-0 5'-0 5-0 10'-0 5'-0 5'-0 0'-5 0'-4 0 0 0 um to co REMOTE AREA s ........ ........... .............. ..._ ......___._ _................._. _._...__._......._. ,_� __ _ LOCATION: STORAGE W � E q � o21E3• o4� s • NUMBER OF \ el, �! SPRINKLERS: 21 +•- .. \im a\• A '• + • • v. • \ • ;, DESIGN DENSITY: 0.495 G.P.M. I _� c'w b AREA OF DISCHARGE: 2,000 SQ. FT 4 0 D SIS, / /9• ,, / �20 // 21 ;/ D REQUIRED FLOW: 1080.8 G.P.M. ,\ rl,+�� �i ;\ ,/ I PRESSURE REQUIRED: 90.70 P.S.I. +• \ `• + •-•� • �+ • 'r—• TOTAL FLOW @SOURCE o 0 � • 4 INCLUDING HOSE / / ALLOWANCE- 1580.8 G,P.M. • / REMOTE AREA + IC d \'` !� i3 15 16; a (17)/� 18 - ©G2/C� FILE NAME: REMOTE AREA STRUCTURAL STRUCTURAL -,\ i° }0 �'� "' ;O SUPPORTING SUPPORTING 2 n1, 2 2 �i / 2 2 2 / MEMBER MEMBER 0'. 7'2 1'y a 1'-3 10'-0 5'-0 5'-0 10'-0 5'-0 /" ' 5';•• 10'-0 5'-0 5'-0;'' 10 0 5-0 5'-0 0'-5 0'-4 /1 1/2"x 5 1/2" 1/2"x 5 1/2" ' / 'J REMOTE AREA.495/2,000 SQ.FT. WOOD LAG SCREW WOOD LAG SCREW 9 / CLASS IV COMMODITY IN RACKS o 9 / i O STORED20 CV <` REVISIONS 0 0 , Oli 011 � 4�F ^��6 %// 8) 9, 10 11 % 2/8 Ifee i • TEE INTO EXISTING LOWER. • /� OFFICE SYSTEM FEED. / 1% AFCON UNIVERSAL STRUCT cv its iA / / / / % �' / / 'n ADAPTER#076/077 „ AFCON UNIVERSAL STRUCT . � CLASS IV,20'RACK STORAGE AREA PERIMETER / / ,-1 woi, _.__..... _ -............ - .... --- _...........__..... __......... __.-_.._ ...,.-,. �..� .W�........� ..410,101 E=� �._v SM P.M..t .... ..� -...Mt MM.ADAPTER ...- -•..� .... � ��� � �. �..� ...�� ---... .-.-......,...;..���..�..........�.+. .._ .® e BRACE PIPE 411PI \ / 0 ,'' `o #•1 45-59 DEG. ss. BRACE PIPE . Ap o F p' 1 t 2 , ,,' o / 6 cv ,p 2/A' 45 59 DEG. ip �4 % ` ` / 1- in � �� *el. ! / `� 1 5�� AFCON #001/020 WAY BRACE % (2./- %, / AFCON SWAY BRACE �^°ai — CLAMP#410 1 b`` �, `F ; NO. DESCRIPTION DATE " ti� 3 3 V o l % s 0 SWAY BRACE swAY SWAY BRACE LAT/LONG. swAY j TIE INTO EXISTING 3"MAIN." 3 ACT NAME: LONGITUDINAL WOOD TYP. WOOD BEAM TYP. • CONTRACT II _-__--_-- ____----- B *-_ ..-- ____ __ �.� 0- �; �-- _o-- -�.-�� _ -� � �- -.-�_ -� .�, CANTEEN STORAGE UPGRADE 4 PIPING AND HEADS TO REMAIN THIS AREA, 12670 SW HALL BLVD., BLDG. #3 NOT LESS THAN 2"NOMINAL OUTSIDE SCOPE OF WORK I TIGARD OR 97223 WIDTH(1 12)UP TO 3 PIPE ..� .�. �, ..�-.....,��� ...��..�.._...� �,. I • SAMMY VERTICAL PIPE SIZE @ MAX. HANGER I I : WOOD STRUCT. SPACING(SWG20):3" o• a c ; Q- _ _..__ ;---__. , -e -6- -a__ ______ _-fl MIN.2"NOM.WIDTH ;' CONTRACT WITH: MIN.3"NOM, DEPTH MIN.2 1/2"FROM B.O.B. 3 6 FOR BRANCHLINES I MIN 3" B.O.B. , CANTEEN VENDING I a 12670 SW HALL BLVD., BLDG. #3 I cu A GST 25-380 3/8 x 2-1/2" I o .■ FOR MAIN LINES. L'3 i �,; 3/8"ATR I M Lu UR j IBTIGARD, OR 97223 ;: u� ����������'. SIDE SAMMY#SWG20 j BAND HANGER y PIPE o. G. �,' o ___________� _a p o �, o CUSTOMER CONTACT: MATT ELLERBROOK 1-- / / �• 11111 I 1 ; — i � Phone: 503-972-4723 e BAND HANGER • jj PIPE --- �.—_. — - _ _ ' --........._-._.. _..-_._.._._-._......... _.. .- - _._..............-_ _ .. --- -- _J _____ D RAW I N G TITLE CI (I �� "-- ,ii E SPRINKLER 1,.._ FIRE 0, SAMMY VERTICAL HANGER SAMMY SIDEWINDER HANGER 1""N NEW FIRE SPRINKLER STORAGE UPGRADE T.I. PLAN SCALE:118'=1'-0" FOR WOOD TYP. WOOD BEAMai TYP- �` DESIGNER DATE JOB NO. SHEET li B. CULLINANE 6/12/17 1-11-1509 2 OF 2