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DRESSING8 I _ OFFICE — ' 107 E�111M �, -- (N) EXAM l09 [log ,� N ;) r. 8 ___-__ � ►� �,. s DRE SIN 10"� A flN I / 10 _ ►--� Ol I \� i IL_-�\\ : /`��3GO WAITING Lm J [ l0� i ,u�:, �.....0 x !TING ISO • � f \ � __ • 8 _ _ •___� Z ter, A 1 50 ITINr 150 • I -.� (N) • 8 � U � �✓ 8 _. _ 1 + I I I \ 8 --� 150 -. r I)J I t- -, w to 0 :c c AC -' DEMO PLAN V �. 2 HVAC/'1C r FL.0�.0� \ PLAN- � �11 TFit Ni.� ff1/4"=1 -0" PROTEMP ASSOCIATES, INC, AND ARF NOT TO RE U!FD OR REPRODUC[D IN AN'r NORTH w'`I NORTH IAANNER, E%CEPT 141TH THE PRIOR IYRITTEk P I t ItIr CAD N0. :3176 PROJECT N0. 111804 SHEET NO. oF Nr ' ,i'v....,-.wR .....+M�.,..Nr�...ww.ww..+-..,w..�,.v.......,....w,.,...r,.,R ..._....._...—..,...-...r ......_..,...._...._-....,..-.-.�-.-�-..+-.......«a .,....,_....._.._.......«......_..._..._,......,...........—..r. -....... � ..- _ orb, J...,.. . ... .. , IT- 1 1 10 111 ! QF K C3 24 k!l $C it z 25X n,. III, f1 a rM1, yi 4 - � 4 , i .. .. .. .. ,.w.k..;...., n........ ....-..::r:-+:'«w.::..:...,-s,� ..._..,._. -. .a. .,..._........_.,..._ .._..........-,.::,,...«......o......,... :_,......r..ra..,.,........ .. ... .. .. _. _.•..::... .r....w.,..,aru,.,_,_...._..n-..«wur,.,.w,l.•=wrs,.,nw.....-...._,.........._..._..... ._........... ............_-.:....._..._... 1• IDGEPORT 11VIAGING DECEIVED AT PACIFIC CORPE CENTERr RD, OREGON CONSTRUCTION DOCUMENT'S ABBREVIA TIONI S YMBOLS PROJECT TEAM PROJECT INFORMATION DRAWING LIST SCOPE DESCRIPTION � AV ��-C-A. cm-w 1a -a• _.,s%a-r+PQMorV � JR-+.: .BOE! %C1 2 6a-p "�sr i►�' ACCL racr-o... ., "Airr'v- , .S �_•� 'G� CJS ._.. =pl �.- AN - - -��ca�. c act•c =_� E�x s•-o �.• I am rcar+�t�L_lxm ► -mac. -sc...c.. ;a�;FC 4E�•' A540G�►'E9 _P +�+�c I1t� .:001 NCaEc's TO TO ��.G::J�" •:'z -.0 56 •• w ra.�e..+.tao. -.. -wF..-T.w.•sir a.r- &&-rw- -.. -+n.e�a 35C 5C 56acu"w, 63M P� -E �"� _ coR-- c OR 9=4 r" c''.�R'TfON .wo. .wrr•r-y... 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OR ARCHITECTURE I PLANNING T W • T 1H 0 U S A N D # S t R � 1�-6 � _..'•'.'n^ IwT...11rMIY . +r+.wrt^•! /+ r+r!.Mr.. 4w.+n.. o . .IMIA .,, -._ ' ...-.-._.. :, ., �.-.._......._.. .. ..._ .. - .....w.r+..w+r-+.:.-._.+..•.-w.n..w..._....n..- ..v+wYr+iM11iR1!C - , ...Ir p,ikn.,NH:l ln.w.ti�DY�l1l, , 3 X4 ..... ..... ,m..,.-..r- ....-.+.._. -.-......._....---+.+-nr.+......-..„.... - :. _ :...•^^.r+^..-'.'^^'--^Mw^"'r'.'. ,...,...........mow...: . 4 j rmay: + .yam5y y i d r , I A i VAN Y 1 J 1 ! I 4 15 1, i d I ------ I 11 —L__ 11 0 _ 1-_ t+_i LIFE 5AFETY LEsM A l ' • i s■n re t �14F "O.R I L4LL5 M _ Et,RIE6 PATH OGGPANTL b ffTT r • =` • I f //�� /� c,F1E C1011R CORFJDORS 1lLUl'IINAIED EXIT SKSeggs EXTRAN2 � \ Lu AOAP �• FIRE Exl INGUISNER CAC9AVE1 25 Vl� E+�TKi ADA L�r� 5,4��TY PL>''M, L� JGI LEVEL GI. I EXISTING CEILING •,.D LIGwT FIXTURES TO REMAIN• DEFER TO CI �U� O ELECTRCCAL FOR REv15ED LGWTNG LAYOUT. PACIFIC CORPORATE CENTER _Ail: �' e 20'-0' C EXIT 56N PER ELECTRICAL BRIDGEPORT IMAGING - / 0 NEW ClZi,AL CURTAIN ANIS TRACK BUILDING all \ 15755 SW SEQUOIA PARKWAY NEW 1X4 5USPENA.ED CEILING 5Y5TEM UITN WEAVY DUTY !VON-FERRfX;S l • GRID AND URE SIPPIORTE MOUNT CEILING AT 10-0' AFF. SUPPORT, CEILc SUITE 100 A5 5NOl1P! ON T"'PICAL C. ING DETAILS, AT. 'IGARD OREGON, 97224 —� - � \ MRI EQUIPMENT BELOW REMOVE EXISTING CONSTRICTION A5 5WOLN DA5►$D CAP ( r I 1 O OFF EXISTING UTILIVE5 WIDE WALLS.PROTECT DOORS FOR --� REUSE IN THIS PROJECT. Li — — J f I a \ ` �, 1 ) MR! EG�UIR'tENT 0 1 L — J I ob 5TACKEG U.�SWER'DRYER CART V COPIER D O I Q ! l REUSE D EXISTING s�TW ADA APPROVED LEVER LOCKSET, W 4-44 CUT DOUN EXISTING WALL TO 48' NIGH AND CAP�u/DRrWALL I ~ - fi ... HALLWAY �-_F° I , l I t3 24' UDE X I$' NKaN 3ENCIa •.• a13 1 1 I I I �� -- - __ '! ' U V NEW INTERIOR WALL: SEE DETAIL u1 ON 51-EET A9.1. I U) Z CABLE i ECUIPMENT COVER z COIL CABINcT J D C� 115A n. C. - _- _ _— — I _ _-- I !!! k-0' ME DOOR tJTN ADA APFlk7AD LEVER LOCKSET, Z — 1 ------- -- - -- REU5E EXISTING w w 0 �� __ 0 1 1�.� `__"-- -..-_ _`'--�_:-„-_ � �-- — ;; ' `It I I' I j I ole 4'-0' UADE MF2i DOOR E _,--- - I _— ,_ I d — b .� 8.1 II i TOPPING ON EXISTING SLAB TO ACCOMODATE RF SNILEDING I (--`- WAYS - O IN MRI ROOM FLOOR SLOPE MAX 5% ^ �� CNILLE J ! I AG �= - I -'j - I �, z U x ro II CIR04ATION M + I 1 10 1 . - - 0 -- IiE �� RECEPTICN O T TOILET CoNTraa , t _ ll -- CIRCULATION i) � ON R GENS IJr PORT ND,ORE N u _ _ 40 _ I Iu41TING • a e 6 I �' O F a Y % - - -I -- -- - - _ - - - IXAM -- - ,---, µ laRE55kVG EXAM im o - -0 — 60, Numbor 0 -- T _-- . EXISTING COWRVION TO REMAIN n�o Vg 2' X 4' ACCUS.ICAL C✓F A_NG I -' DA*4 PANELS A GRID it HIM k411 L CCWTRUIW;TIO( SEE DE I p�L W11/Alf 4-1� 2006 -- I OINOiIf MM.AN r 7 v 4'I�CF5%V D +"� ISrUCTED CEILING PIAN FLUOMOACENT n.'PR191` llC R �1� CIVNG PLAPt '►�`Y`-"` "�" FLC'<R KAN p� �LC� PLN.GZF V4' . T 1►� � �� Q NK1FM0 MIN C. 4 L� SCAL.E' V4' e t'Ar F A 2,r 1 4 t 1.E,1NJ7"Y OT►W u 2 a 5 a I . ` 10 IRR w!p► i '1 w u t a y - ' ,i. , t� tFH` t •et i t 4` A y 7 ix t d a -. _ ---- -' -------- --i - ----- --- -----1--- - --- 3 I 4 1..-_-. --- 5 _�- 6 I —._� _ I _ 8 --� 9 1 10 - L�._�--' 12 MEMBERS WITHIN 88' L*F PERIMETER I U4' DIA- SCREW - CONNECTION DEv;CES TO BE OF .W APPROVED EYE W/ 1 1/4' MIR TYPE AND HAVE. 100•CAPABILITY EMBEDMENT VERTICAL STRUT • 12' 0/C EACH WAY -- NOTES: MTL.WASHER -CCKIdiERSLOPE HANGEReo IF MORE THAN I. VERTICAL NANCaFR USES HANGER UIRES 3 TIGHT In' EMT, TIlG14T 1:6 OUT OF PLUMB I TO BE NOT MOIL THAN 1:6 TIAd�S BR UNG WIRES / TO WASHER 1 4 TK�FJT TURNS,!N)TH `BU\D!'�G STh�,G1URE A SLACK URE$ ATTACHED TO FIXTURE, -- 2' ALL MIRECUT OF S 6WALL BE MN ENDS OF WIRE T'PICAL. / 12 GA VERT EYE LOCATED AT TWO OPPOSING CORNERS 6' FRE" ALL UNBRACED -- - / HAN,,ER WIRE - TS. •12 VERTICAL SUSPENSION PI P`� ANC DUCTS. TABLE A� �--COMPRE55IGN STRUT � 00 WTHIN 3' Cf EA R VERT. COMPRE56ION ISTRUT (RIGID ELEC.CONDUIT / AND WIRE BRACING IG�J WIRE CORNE EA.FIXTURE '�� TO BE PROVIDED WTHIN L/2, 1 4' _ / AT 12 FEET G.G. EAc:N � f" b' OF CEILING EDGES / 3/4' 1 WAY 1 WTNhU b' OF ON V X 12'MAX.CENTERS �- 6 WALLS\ TWRjA 40UT CEILING.SIZE - 1 as, _ DRILL LO HOLE FOR R a � / PER TABLE 'A' AITAGH I-I/2'1 _� � '� BOLI 1 LOCK NUT AFTER 'HhAx SECURELY TO MAIN RUNNER -- _ �S' SECURE ALL o" e 4 BUILDING STRUCTURE Ax3OA 1 CEILING IS LEVELED W-0,oic i5 G'o,ci HANGERS 10 12 GA. SPLAY URE --------_ -- BUILDING •11 9P'LAY BRACE WIRES BR/ull IF'ING AT EACH V MAX_ W-D'ole EA r - - _ STRUCTURE, AT IVOC.EACH WAY Ce 'FfS81C7N STRUT -- TRAPEZE MAIN 3 TURN5 MIN TYP - SUF'�°ORT HER 2 W1RF/• O/C - - ANDTOUT�R \ VERTICAL SU51FENSION 3 WIRE AT 4'-0*O.C. SUSPENDED T-BAR OR W/ W WIRE • 5' 0'C LARGE OB- 45- WIN A' OF EDGE Cr- GLG CEILING RUNN[RS 51A51LIZER BAR BETWEEN ALL 5TRUGTION5 MAX ALONG EA MAIN RLRNER MEMU3E" • PERIMETER H LWIING FIXTURE(DOTTED) -�1�'q}- 3/4' EMT.N01GH CROSS R 44ER MAIN RUNNER -Z OVER MAIN RUNNER LATERAL BRACING • I2' O/C E.'mGH WAT. MAIN RUNNER TO STRUCTURE -SCREW OR CLIP �A �� r BBEGIN BRA , 6' O��IMETER GRID 'FR�CJ1't C" MEMBER FIX111K TO T-BAR DED RI ��- ��D� �D D GRID H�1 5U�PEI, DED R D LICNT FIXTURE DETAIL. LATERAL BRACING DETAIL OP'1PRE5SION STRUT DETAIL LAT�:RAL BRACINf� DE?'AIL SCALE NT.S. �� SCALE NTS &$__ ALE rl T 5 � PACIFIC CORPORATE CENTER E)e!51,NG ROOF EXISTIWj 1r15ULAT;ON - EXISTING ROOF BRIDGEPORT IMAGING EXISTING 2X4 FRAMING A'll BvuDlnrc E1 _ — 15755 SVS'SEQUOIA PARKWAY C - - - - -- - svITE 1UC TIGARD OREGON, 97224 _ 0TW4 OTC EXISTING IN5UL-ATICN iL —---- -- — --2 71- U41 GM! i' C)EFLECTION TRACK - .---- --------_.___. _.- -, - EXIOTWs GLU LAM �----- - _�- U EXISTING GLU -AM ~- NOTCH WALL AROUND >- toi C' EXISTING GLU LAM 16d + 12' OC. W 2X CONTIMIOWS ~ --- - - - RIM JOIST _4 uU ..�� SECTION DETAIL -� 2X BLOCKING O V) z SCALE: ; In' • 1' 0' -- 10d •16 O.C. V) 1X8 + 24OC - RF 5HIELDW-j ON 3/4'� -- -- -< r PL 1 WOOD _ �• 5/8'GYF2StI'1 BOARD z a• q 5/8'GYPSUM BOARD w 2)(6 WOOD OWS 0 _ , O -- •I•AI NT W4l.l� :D(TYP) F- E SUSPENDED ACCOUSTICAL - - U CEILING _ �+ in ' PL1'WOOD � o --�-- -_ ___- SHEATHINr3 W/Pct + 6' 1X4 +14' O.C. O.C. • PLYWOOD EDGES z U 9 In' GAP - --� 4 12' OC IN FIELD. ♦ O RF SHIELpi% ON In' \ 2x4 PT. SILL PLATE W/ PLYW00D In DIA,HILTi• KBII \ EXPANSIM ANCHORS • 5/8'GYPSUM F30ARU-- � 24' OC W% 1 In' EMBED o!► EDGE NAIL, TOP 4 / BOTTOM,8d +6' O.C. RF SWIELDING RESILIENT IILL AE �/ I I7 DA.HKTIW/ FLC?ORING ON i/2 r IDC UNDERLAYMENT EXPANSION ANCHORS • 24' OC.W/ 1 in' EMBED EXISTING CONCRETE BLAH SECTION DETAIL coN R.J GENS f'� F9 `� SCALE. 11n' 1`-0' ' P0PT1 NU UN! )N (2)14 GA.ILfRES • 8'-0' C� ,j- O.C.MAX. • W LEG. �9 �� EXTEND TO STRUCTURE i -EXISTING STOREFRONT SYSTEM ABOVE �F► _r OF 0 . s SUSPENDED ACOUSTICAL - PREFINISHED 'Z' BLACK CEILING PANELS "IETAL CASING EWE, Rltrlalonas — -- _-- G TO MATCH EXISTING ',!' BEAD- -NEOPRENE FOAM i AF'E R CONTNUCX)S BCTWEEIN ( 1 BLOCKS FASTEN F94NER TO -- -' - ATTS 1 E0 O.TI-NQI,I • � - � --- 3 In'FIEtERrsLAS B NEC'PRENE BLOCKS - - -- Y --- 5/8L,YFvAP EV)AFLI EAG'; SIDE � 3 i/1' METAL STUDS 416' C.G. JRJ,'A Proj*cf Number. NEW(UMDC7W SILL BELOW) SEE WAU L M ; ��► BASE AtdD _.____._. _..._ CONTMJOU0 ACOUSTIC TY1^ES ON ,%*FT A2! too�o5nT SEALANT + $LAS,SET Drawing Number. FLOOR!NG A,1k �_ BOTTOM TRAGIC N MASTIC \ --CLEAR AAK.DIZED ALUMINUM C CWAM41EL SCI#DULED ORFLAT BREAK METAL POA0t901 Awg N \ -AC"tICAL SEALANT T T 0 E4 51Cp ITKsi4T 4-1920013 •�.. i Hn' FIF-*RG'.,A5A eAT75 GLTAILS -NTERICR PARTITION ' T�'pIC:AL BALL aEf;TION PLAN DETAIL eE;< Itt4LL T��Ee , CH a.� �' . �' ., ___..... U r A9,r 12 , ' .. .« �x�t+'M+11M�+1111.MMMT.,rr�'MMe .MT4MM;+MMmtNzs,+nvf.,.F'AKM. Opel, www= td�'�MS.,�IRC��. E-'i Cfi1MIT . ,.._. ' *r m. 5 A S t? Ci (t;. H T H l6 f!i1 V� 91 25X • Wl. I1. AXN ,N Gft t l x J k P, h ' .... :. , - .: __, _:. 1. Y "l.. -..- .mac-.::' :. ". ..'. ..-.-.,, -. ...- -- .. __. _ - ...r... ._r.xa...w...nu.r..rx.i,U•bx.,.r -- 'VY+,ALiYu1w/r : fel I I i J 3 w ,j 4 5 tb 1 1 • I 9 1 ID 1 If I C1 GENERAL STRUCTURAL NOTES TOP OF WALL 25'—U" STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE tTJ --- - USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE: DRAWINGS INTO THEIR SHOP � — `-- (N) CAST--IN—PLA :E DRAWINGS AND WORK. CONC. WALL TO AIA�CH FACE OF INTERIOR 3 DEMOLISHED PANF L.CODE - . " WALL, VERIFY w -- - PROVIDE #5 O 12 C.C. / S1.0 EA. WAY __ . _ . . ARCHITECT � CONFORM TO THE 2004 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2003 INTERNATIONAL BUILDING CODE (.BC). � E CONE. W ^� , • ----' �- ----� _ '' ( ) T E SLAB TEMPORARY CONDITIONS_ DRILL do EPDXY SLAB ON ( ) t THE STRUCTURE IS DESIGNED TO FUNCTION AS '.JNIT JPON COMPLETION. THE CONTRACTOR IS GRADE I EDGE RESPONSIBLE FOR FURNISHING ALL TEMPORARY ► 4CING AND/OR SUPPORT THAT MAY BE REQUIRED #5 x 2'-0" DOWELS ku I* AS THE RESULT OF THE CONTRACTOR'S CONSTRU(, ON METHODS AND/OR SEQUENCES. TO MATCH AND 5=0" 5'-0" / LAP VERTICAL _ - — ---- REINF. EPDXY w/ 4 HILT[ HY--150 _4' 5" SO.1 waft ALL. EXISTING CONDITIONS, DIMENSIONS AND ELEVA?10 IS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL. NOTIFY THE ARCHITECT OF ANY SIGNIFICAIjT DI ;CREPANCiES FROM CONDITIONS SHOWN ON THE DRAWINGS. EXISTING PRECAST I ---- — (E) CONE. PANEL. TO BE CUT LOCATION OF - N - 5 T fll_T PANEL FLUSH w/ .OP OF jON CRRERiII• THREADED INSERT S0.1 INDICATES r DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2004 OSSC. IN ADDITION SLAB FOR MRI E TURNDOWN EDGE �'� L INSTALLATION. DO ( ) I I �.�'T ., ISOCENTER TO THE DEAD LOADS, THE FOLLOWING LOADS AND AL LOWABLES WERE USED FOR DESIGN, WITIT LIVE NOT Cllr INTO PILASTER AND GRADE BEAM �j _ OF MRI LOADS REDUCED PER 2004 OSSC: N R ET E PANEL,E L AT (E) •tIN " oCOC ANEL, T - --O D I---C FLOORS: (N) 24 THICK CONE. 2 I OFFICES 50 PSF L.L. 1"_1'_�j•' MAT w! #6 12" c.c. 50.1 �� EA. WAY AT BOTTOM DESIGN AND DE-TAILING WAS BASED ON CRITERIA FOR SEISMIC DESIGN CATEGORY D, WIND DESIGN WAS SAW CUT AND REMOVE ;n 4 BASED ON THE FOLLOWING: (E) SLAB ON GRADE BASIC WIND SPEED- 90 MPH (3 SECOND GUST), Iw=1.0, WIND EXPOSURE B, Cw-t0.18 - - - T 1 I PACIFICCORFORA'ECENTER f _ o I ARCH. PRECAST C2: { WALL PANEL --- I CONC, - I I PANEL TO BE I BRILGEPORT#MAC,ING (E) CONC. SLAB to 4 I REMOVED BETWEEN SPECIAL INSPECTION WILL BE PROVIDED RY THE OWNER BASED ON THE REQUIREMENTS OF THE ON GRADE �S0.1 5 INSTALLATION PILASTERS FOR L ____` � 50.1 � � � I INSTALLATION BUILDING i�1 2004 OREGON STRUCTURAL. SPECIALTY CODE (0�: C) AS SUMMARIZED IN THE TABLE BELOW. � . i CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO f, I OF MRI 15755 10 SEQUOln PARKWAY ,--- SUITE 900 HELICAL ANCHORS CAPABLE OF I I TIGARD OREGON, 7224 PERFORM THESE INSPECTIONS. DRILL & EPDXY •-- I �; "` �'% #5 x 2'-0" DOWELS SUPPORTING 25K/ANCHOR 4 SPECIAL INSPECTION PROGRAM To MATCH AND C.STABLISHED PER 2004 OSSC SECTION 109 & CHAPTER 17 LAP HORIZ. WALL CONTRACTOR SHALL INSTALL (E) CONE. `i REINF. EPDXY w/ _ __.._ VERTICAL HELICAL ANCHORS TO A I 5' " TILT PANEL HILTI HY-150 DEPTH OF AT LEAST 20 FT. J�---- -- ; BELOW THE BEARING SURFACE_ OF - - THE MAT FOOTING, B _ _ H I ,A ENS N R __.x CE4'rEGHM Ir; CONTRACTOR SHALL CONFIRM AN I (E) FOUNDATION ---- ALLOWABLE DOWNWARD CAPACITY +, PLACEMENT -- — — OF AT LEAST 25 KIPS PER U N HELICAL ANCHCR USIN,3 EITHER I t LOAD TESTING OR APPROVEDz PARA11 N SPECIMENS X RECORD SLUTAP, AIR CONTENT CORRELATIONS WITH THE MAXIMUM' _ -AND TLigPERATURE - _- N INFILL WALL �` R — E0. ( ) TORQUE DURING INSTALLATION. vi I _— —"- — _ REF. 2/Sl 0 FOR t----- FACE OF INTERIOR w L —_ r - PANEL REIN:. ` WALL VERIFY w/ - ENTIRE HELICAL ANCHOR ARCHITECT � ASSEMBLY INCLUDING THE LEAD FOOTNOTES" (N) CONCRETE SECTION, EXTENSION AND THE __-8'-2" THREADED BAR SECTI�tv, SHALL U 1 . THI: ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH OSSC CHAPI"ER 17 BY PANEL TO CONCRETE PIER BE GALVANIZED TCS JJROTECT 0 A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY FOR MATERIAL SAMPLING _ __. —�.�.._. AGAINST CORROSION v) L AND TESTING REQUIREMENTS, REFER TO THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL �_� 1"=1'-0" _ __ _ -11 ___-. ___ -__�. -_______-_-___ cn NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL. STRUCTURAL TESTING AND N OHC. INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND PROVIDE X" --, �_-- (N) C � Z BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEE=T THE PROJECT SPECIFICATIONS SHA'_l. EXPANSION / MAT. Z IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE. ARCHITECT. SPECIAL INSPECTION TESTING JOINT MATERIAI. DEPRESS SLAB V) � REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. REF. PLAN � t W � (E) CONC. PARTIAL FOUNDATION PLAN Y 2. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL. INSPECTOR IS ON THE SITE AT ALL SLAB ON TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (OSSC SECTION 1-102). PERIODIC GRADE J 114"=1'-0" r ' E SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. SLiBUMAl S• r [�' — ,HO. Dr?AWINC,S SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION0 - 0 1 J REGAP.UiNG ALL STRUCTURAL ;i EMS. INCLUDING THE FOLLOWING: , 00 . 0 C° . I CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT. - "° ' o :r ar>i cV IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE 'UL-SIGN OF THE STRUCTURAL DRAWINGS, THEY SHALT. SEAR THE SEAL AND SIGNATURE OF A STRUcrL1RAL ENGINEER REGISTERED IN THE STATE OF ' OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL 13E SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER, — FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR 'THAT DIFFER FROM OR ADD TO THE � 5TRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER U REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO HELICAL PIER CONSTRUCTION. SYSTEM BY CONCREOTHERS - �r CONCRETE• WORK SHALL CONFORM TO C;HAPTEFc 19 OF THE 2004 OSSC. CONCRETE STRENGTHS �Ep PROi SHALT_ BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE As CONCRETE MAT � s FOLLOWS: SLAB AND HELICAL ANCHOR ��`'� �' "F f�� t — ,.. i -lei bQLL191�Ef�ITBAfNEO �If3t691tU. E 1"=1'-0" / L OREGON t 4,000 .SO .45 ALL USES, UNLESS OTHERWISE NOTED MAGNET -- ��.------ CI_ ANCHOR � ` FOOT �� / � 1L�- �/ERIFY WATER/CEMENT RA110 WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH \ 1410 l p MOISTURE SENSITIVE FLOOR COVERINGS. MAGNET FOOT _ ' ALUMINUM SPACER ExriHEs 11— X07 MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: BLOCK 13Y N44"O STAINLESS STEEL_ MRI MFR. NUREAND DW ODHERy/ R�rlslau�: MINIMUM CEMENT F-LB-��1C MRQ I -------'--- ---- 4,000 550 LBS. , a �-EMBEDMENT PER DRC. -- NON-SHRINK IN ANCHOR MF'R. ' THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA COk4PLIANT WITH GROUT + / SPEC. 2004 OSSC SECTION 1905, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER --� - — i, s MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE - UON`;RETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. -- - _ -- CONDIJCiIVE BEIME��arn�c: sttFt • FIBEROUS - _..____ WASHER REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BARS. REINFORCING I STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. ►3AP,S IN SLABS SHALL_ BE SUPpORr`_D ON WELL--CURED CONCRETE BLOCKS OR APPROVED METAL JRJIA Project Mum or: CHAIRS, A5 SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1, REINFORCING STEEL I M�`1 ;. SHALL BE DETAILED IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTIC'� FOR UETAII.ING DrtMring Number: REINFORCED CONCRETE. STRUCTURES," ACI 315. LAE") ALL REINFORCING BARS 36 IhICHES. I I 1>>n •,�, I nage: T _ I . STAINLESS STEEL 1-111_.1 HDI --_ , ��u� REl3AR FREE. ZONE. Consulting Fn ineers PAIMALFOVA10A ON PLAN DROP IN ANCHOR FOR 9 9 QEYERAL d'�i'UCTb 'Al MotEE ENSURE NO REi3AR OCCURS A87WUVJ 1116 R 8 �i"• TNREADEq ROD. IN THIS 3" x 3" ZONE (SS HDI—�) REF. PLAN FOR CENTERED ON 4NCHCR LOCATION 111 SW5th t2500enue y __ _____ _M R 1 _AT MAT SLAB __ _ -_ _ _______ P 7 4 soll 5 Portland Ore 9 20 ��' "? :751 x MOW" STOW s , (p IS S? ;,•r i 1:7 i A ! ( � I ' (Irl ZC! r ..•... ,,. •.._, ., ...., :rex.,. ,.,,,, s,.ra..nra we.<. , w P i i .l f i t i t„t v S -4� AAM Y If k RECEIVED 2006 .A - GENERAL NOTES PURPOSE Of RADIO FREQUENCY INTERFERENCE (RFI) SHIELDING SECTION B THE PURPOSE OF THIS ENCLOSURE SYSTEM IS TO SHIELD THE MR1.2 EQUIPMENT WITHIN FROM OUTSIDE ELECTRICAL INTERFEREN"E THAT SCAN COULD CAUSE THE EQUIPMENT TO MALFUNCTION OR PRODUCE ERRONEOUS REST".TS. ROOM MATERIAL SELECTION _ tl -_�_• CONTROL TO PRESERVE THE HOMOGENEITY OF THE MAGNETIC FIELD ALL MATERIALS ,,p ROOM �j SELECTED FOR THE FABRICATION OF THE ENCLOSURE SYSTEM WHERE Fy FEASIBLE WILL 6C NON-FERROUS CIE. COPPER, BR:•SS, STAINLESS STEED ^ O WHERE NOT FEASIBLE, HEAVY FERROUS MATERIALS .ARE NOT TO EXCEED - 3 LBS PER SQUARE FOOT. MRI.3 RF INT, WINDOW � CHIELD PERFORMANCE REQLIREMENT � I ^Q � y ch SHIELD SYSTEM IS TO BE ISOLATED FROM GROUND BY AT LEAST 1000 OHMS THE REQUIRED ATTENUATION LEVELS ARE 100 Db ATTENUATION (IDMHZ - 100 MHZ) PLANEWAVE. ~ G. E. 1r5T ISOCENTE a - � F� fD l0 SIGNA MRI o (1! w 04 RADIO FREQUENCY TESTING ,y O O U v RF TESTING TO FOLLOW MIL. STD. 285 TESTING PROCEDURES FOR RF ENCLOSURES. CRYOG N 3 RF DOOR U 6 (D — 13.76' MRL3 / _� .= M FLOOR CONSTRUCTION DETAILu� THE RFI SHIELDED FLOOR CONSISTS OF 3 OZ, COPPER PLANE LAMINATED (V TO MDF. ADDITIONAL MDF IS LAYED OVER RF SHIELD TO WHICH THE FINISH N 0) FLOOR MAY DE APPLIED UNLESS OTHERWISE NOTEJ. Go CEILING AND WALL CONSTRUCTION D TAI S 1' VIBRAMAT PAD RECESS 3 OZ. COPPER PLANE WILL BE ATTACHED TO INTEGRATED WALL AND IN SLA$ BY G. C. SEE NOTE CEILING FRAMING WITH PLYWOOD AND ALL SEAMS ARE OVERLAPPED 1, MINIMUM 2 ALL ROUGH FRAMED OPENNINGS FOR DOOR, WINDOW, PENETRATION PANEL TO _ BE WOOD FRAMED 4X4 AND MECHANICAL DUCTS AND OTHERS TO BE 2X4 -_-_ -- --_—_-- _ WOOD FRAMED OR AS NOTED ON DETAILS, DOOR CONSTRUCTION DETAILS L_ THE MRI SHIELDED DOOR UNIT IS A FACTORY ASSEMBLY CONSISTING OF THE DOOR FRAME, DOOR LEAF, DOOR SILL, HARDWARE AND PNEUMATIC BLADDER AROUND 'HE ENTIRE PERIMETER TO FORM THE RF SEAL. EQUIPMENT SEE SHEET 3 DOOR DETAIL. PENETRATION (COMPUTER) SECTION A VIEWING WINDOW CONSTRUCTION DETAILS FILTER PANEL ROOM MR1.2 THE RFI VIEWING WINDOW ASEEMBLY CONSISTS OF AN ANGLE FRAME AND TWO COPPER-MESH SCREEN SHIELD, SEE SHEE' 3 FOR DETAIL. HVAC PENETRATIONS HONEYCOMB WAVEGRILLES ARE SUPPLIED AT ALL HVAC PENETRATION. SEE LL. SHEET 3. DUCTING (Bv OTHERS), AT INTERIOR OF EXAM ROOM, CAN BE ATTACHED TO A FLANGE AND, AT EXTERIOR OF EXAM ROOM CAN BE ATTACHED TO AN ABS COLLAR TO MAINTAIN THE SINGLE-POINT GROUNDING Z REQUIREMENT. (J NOTE IT IS i.`+F RESPONSIBILITY OF THE G.C./ARCHITECT TO PROVIDE MRI WITH SIZE, LOCATION, ROUGH WOOD FRAMED OPENNING OF HVAC DUCTING. O 8 a ItO d REMOVABLE PANEL FEATURE w d ONE WALL PANEL/ROOF HATCH MAY BE REMOVED TO ALLOW THE EQUIPMENT Q 1 TO ENTER AND/OR EXIT THE ENCLOSURE, THE CLEAR OPENING AT THE car LOCATION SHOULD BE PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS \ / \ / 0 � UNLESS NOTED OTHERWISE. PLAN V I E W M ELECTRI AL/DATA/PHONE/SMJKE FILTERS W ALL ELECTRICAL POWER, DATA, SMOKE, PHONE SIGNAL WIRES ENTERING THIS ROOM MUST BE FILTERED. -.;,. ELECTRIC, PHONE, DATA, SMOKE DETECTION FILTERS PROVIDED BY MRI CORP, FIIOIR VIEW EWE VIEW STRUCTURAL NOTE NOTE 1: THESL PURPOSERONLYGS ARE PREPARED FOR R.F. SHIELDING INSTALLATION ROUGH V I B R A M A T PAD RECESS IN SLAB MUST BE II" CONSTRUCTION OF THE ROOM IS SOLE RESPONSIBLE FOR ARCHITECT, ITSV X ENGINEER AND GENERAL CONTRACTOR. REFER TO ARCHITECTURAL 77"W X 77'L 1' D. KWE PLATE it yr DRAWINGS FOR ALL DIMENSIONS AND CONSTRUCTION MATERIAL OTHER I• TwwAKa PIPE THAN R.F. SHIELDING ASSEMBLY AND FRAMES. ALL WORK AND MATERIAL SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, TITLE 24. A. H I41 � � NOIE �� r COVE4 11rSim A KIETIMTd J- yl ID 1 VERIFY DIMENSIONS AND LOCATIONS OF EQUIPMENT, WINDOW, sIGEE wo Eonw /� - DOOR WITH FINAL ARCHITECTURAL DRAWINGS. Ot��1 aid D N, LG DE SING y 2 REFER TO MAGNET SUPPLIER DRAWINGS AND ARCHITECTURAL DRAWINGS ,�4�(7� n(�9 �a(�g ECKED RR FOR MORE DETAILS SUCH AS BASE PLATES ; OR SYSTEM AND EQUIPMENT 1 A P LAYOUT. sorroMvrw Ci A`P��nV9rp� DATES MAY, 2006 M 67R `/ , �b . `7Ur SCALE, NONE 3. ARCTETT AND STRUCTURAL ENGINEER OF RL0 SHALL BE RESPONSIBLE $ Y UI FOR 4,L STRUCTURAL DESIGN AND INF:1MMAilON. THIS DRAWING IS ONLY SEE Silt PL" rnw Sxanc 5 COVERS RF DESIGN DETAILS, RF SHI-'LD CONTRACTOR DOES NOT TAKE ANY LWA7 N w1 TUU'W K"C J L LIBILITY FOR STRUCTURAL INTEGRITY. 15J F1. MRI . 1 TYR ELECTRICAL F- ILTLER _ I,Mlrlur. nllr „ I,. 0 • 1h 79 V 25XA T r _ n I & 72 t y�7p r+ i? M1 i x Y { -J I 3/4" PLY NEW STRUCTURAL CEILING PER ARCHITECTURAL DRAWINGS. r: I 2' X 3' FURRING 3 OZ. COPPER EX1 . BLDG I— --- 1/2' PLYWOOD TYP. INSTALLED AT SHIELD LY MRIC. WALL — PERIM: AN1I MAINS cvARICs> USING #8 X 2 1/2' — 3 OZ, COPPER SHIELD z SCREWS 24' O.0 BY MRIC. INSTAL. OF HANGING < WIRES SHALL_ NOT PUNCTLIRE OR EXT. OF -- 5/8" DRYWALL B O. 0 PENETRATE SHIEL_I), BUILDING u! co N 25 GA. 2 1/2' STEEL u FRAMING BY MRI CORP. a" co I — U' � � � CLASS A DROP Q� CEILING B, 0. E U_ NE-W PARENT WALL ��^- - -- .� c) i PER ARCHITECTURAL DRAWINGS, -- � � > 3/a• FROM R,❑ T❑ EXT, WINDOW -----��L� _—J _ oo N (B.O.) MULLION INSIDE EDGE OF MULLION cc N PLY ON FRAMING, a --�-' — 3/16' TEMPERED GLASS 1 - - -- SCAN ROOM � SIDE –moi --- - R.F. COPPER SCREEN SIMPSON A21 ANCHOR TO EVERY I]THER STUD 16' O.C. _ BY MRIC: P.G. WOOD FRAME 4X4 WOOD FRAMED R. 0, _ B 0. ALIGN TO - -- -- 3 OZ, COPPER SHIELD -- 3/4' AWAY FROM INSIDE BY MRIC. EDGE OF INTENDED 5/8" DRYWALL ❑R ! � MULLION/WINDOW FRAME FINISHED/PAINTED 1/2" SPACE BETWEEN SHIELD PRIOR '10 WINDOW - AND NEW INT, WAI__'_ BY MRIC INSTALL. INT, ROOM FRAMING------ Y 2 1/2" X _5 Ga, METAL STUD BY OTHERS DIM, ,, -- ! WILL VARY FRAMING @ 16 D.C. BY MRIC, F-- z " v p ..- 5/8' DRYWALL � Lij cr_ Q {. ® o ` 3 OZ. COPPER SHIELD < 1!4' EPDXY BY MRIC, co r1 DRAWN: LG DESIGN 1/2' MDF BOARD ON 4 CHECKED RR: MIL PLASTIC VAPOR DATE MAY 2006 BARRIER SCALE NONE x i MRS . 2 SECTION A TYPICAL- 3 N COPPER SHIELD INTk- RIOR WALL SECTION SECTION B EXTERiOP WINDOW SEC TI [IN 114 - a ,'.i'Lt',!�.dsr,.:r[ ,fir..,. .. ,•.w...w.,..w,..n,.. .....�.,. tS I + 5TT crr � ru p r r',*r ,a2 4A yy ♦`.. { y ., K 215 V e2 5 . l lvI iz fl I f . f ,., .!.; ✓';- a d it ,, ,.:. _ ,.. ._. i r` } :,, Lr,'�s r . �a t S. y t. WOOD FRAMED R ❑ ROUGHX89 CONCI/SLAB. - / ( 3 OZ CO-`PER SHIELD. 3 OZ COPPER SHIELD. i I ` 1/2' PLYWOOD ----- i 1/2' PLYWOOD \ — 5/8' DRYWALL r- -- — -- -- -- -- i 1/2' SPACE ---- \ 5/8' DRYWALL 4 X 4 ROUGH HEADER BETWEEN SHIELD --\ AND NEW INT. WALL. — PNEUMATIC D" -- #12 X 2' S, S. STAINLES STEEL GASKET AIR HOSE _ PHILLIPS LAT / r HEAD SCREWS 8' 0 L' 5/8' DRYWALL DOOR ANCHORAGE �• �. I -- -- IINT ROOM FRAMING s- BY OTHERS DIM S S. BRAID PNEUMATIC WILL VARY GASKET TYP. \ PNEUMATIC CONTROL AND I I SCAN CONTRO./EXT. EXT BLDG DOOR HANDLE -"— 0 1/2' PLYWOOD TYP I P.00M o OF ROOM SCAN i = CONTROLIEXT. WALL. ROO �I ROOM A OF RCOOM v ARIES) __ �- 3 OZ COPPER SHIELD SIDESIDE 3, / CUSTOM FORMED � C3 I \ 5/91 DRYWALL BO DDDR FRAME - II / m EXT. OF -- :SCAN cn R. F. SHIELDED DOOR j BUILDING 25 GAG B/2' S EEL CORP ROOMN-1 FRi I SI© k F SHIELDED DOOR I R F SHIELDED DOOR 't O_ I P G WOOD FRAME I In EXT WINDOW w�T I _� 3/4' FROM R.O. TO (B 0) MULLION ` ' I INSIDE EDGE OF MULLION 3 OZ. _-- � 1/4• EPDXY IESHIED — — -. 3/16' TEMPERED GLASS r••r _ - -- RF "OPPER SCREEN R F SHIELD - ' \. INSTALL 4X4 AND TRACK 0 _ J --- FLUSH WITH SIDE OF I � r DOOR _ I 2 1/2' X 25 Go. / (BLOCKING BY OTHERS) LCA 1/2' MDt" SUHFLOl7R 4 MIL TYP MOISTURE METAL C RAMING ` / TOBEDRYWALL OR Eu HX40 WOODFRAMEDR 'G N ANCHORED USING HILTI PRE FINISHED/PAINTED 3/4' AWAY FROM INSIDE N HPS1 1/4• X 2 SEAMS AT BARRIER BY MRIC \ PRIOR TO WINDOW EDGE OF INTENDED 4 MIL PLASTIC LN 600 C AT FIELDi INSTALL MULLION/WINDUV FRAME W04 1/2 EDF TYP MOISTURE BY MRIC \ f SUBFLOOR BY MRIC BARRIER CE Q U - � v C:D R. F. SHIELDED DOOR SCAN ROOM VIEW 3_1 TYP, HEADER & THRESHOLD 3,2 R. F. DEOR TEP SECTION VIEW 3.3 R. F EXTER.ER SHIELDED WINDOW 13 co CN L(7 co R , F , D FiFl, D E -� AI � S 3Cy) . I -- -- ---- - — - --- 3 GZ, COPPER SNiELDIle. _26= EXT. OF ROOM 1/2' PLYWOOD \ \ \ \ ATTACH FLANGED SLEEVE 1 •�• 4X4 WOOD TO WOOD AVOID CONTACT1/2' SPACE 4 / 2 1/2' X 25 Go ' ' FLAMED R.O. BETWEEN SHIELD —1 \ I WITH HONEYCOMB SCREWS METAL STUD --- 1 24N BY N`/AC CONTRACTOR X 6T 'I/2- AND NEW INT. WALL. \ I ' 5/8' DRYWALL / SCAN I I I \ / ; !I � 1/2' GROUND F=OQM I .I ROD VIEW 5/S' DRYWALL ---r 2� CEILING JOIST / CONTROL/EXT. 3.2619047' 4 FURRING (DIM VARIES) / t -- REB. Trp. B. p. ROOM I — � 4X4 ROUGH FRAMED �— OF ROOM —'--I OPENING 24" X 67 1/Z" I CEILING OR WALL PLY B. 0. SIDE 69 1/2' 1 : : 1* I pUCT R.O. TO BE DET. BY HVAC If CONT AND/OR PLANS COR SUBJECT TO MRIC CONT.) / 4 x 4 ROUGH HEADER PENETRATION FILTFfrr I I #8 X 1 3/4' SELF I1 PANEL FRAME BY 1, 3/16' HOLE —_ -- TAPPING WOOD SCREW'S � MRIC I WITH WASHER 3' G C GE PENETRATION I 1/2' FROM EDGE TYP. �.' TYP. r FILTER I ! 1 + \ P G WOOD FRAME POANEL INSTALLED B I � .I 5/16' HOLE TYP. IR. F. SHIELD ' ',"•"11', .r /// I II' I �_LLN HONEYCOMB VAVEGUIDE 3/16' TEMPERED EMPLR — D GLASS R F COPPER SCREEN 0Br MRIC Lij SCAN COMPUTER 6 1/2 A F F – - 1/2• SCiiEV T❑ HONEYCOMB USING SCAN 1'+ F N ,TRENCH U I 1/2' IF THERE X1 1 x VAC CONATRACTORVS Ri00a_ - M 1 1 0 - -_-- 1/2 — IS A TRENCH w ROOM (EQUIPMENT) SIDE � SIDE ROOM SIDE �1 NOTE PEN PANEL TESTBLANK 19 5/8"X 63 5/8" "CONTRACTOR TO SHIM OUTSIDE OF R O 4X4 FRAME --• ~ FOR THEIR 0 W IF SITE WALL FRAMING IS DIFF �/ C10 Of PENETRATION FILTER PANEL_ FRAME 2.2 HVAC PFNETRATION-SLEEVED FLANGE R. F INTERIOR SHIELDED WINDOW 1.2 OPEN FRAMING -- BELOW -_ 48' R. ❑ 4x4 WOOD FRAMED B 0--01 I BUILDING DRY SYSTEM B. 0 fl —l/2' OR 3/4' PLY EXT. OF ROOM / EXT. OF TYP. ON WALL. (WALL OR CEILING) _ COPPER FLANGE I ` (SUBJECT TO _ _ CONTRACT OR B. U) WA'_L DIM ! I j DIELECTRIC COUPLING SCAN ROOM W'LL VARY ! i B. 0. - S. S. PLATE ! I I \ NOTHING MAY TOUCH PIPE FRAMED/BACKED COPPER PIPE PAST DIELECTRIC FITTING 2X4 OPENING B 0. EXt LORENZ CLAMP 36' R 0 4x4 ! R. F SCREEN BEHIND GLASS / PROVIDED BY MRIC WOOD FRAMEDr INSTALLED BY G C ! CBOTH SIDES AS NEEDED) I 1/2' OR 3/4' )$ALL OR - — -- -- — B ❑ -- ---- -- -- - -----� �- — 17CEILING PLY SUBJECT ! TO CONTRACT OR B C I I I ! I I - -- VAVEGUIDE BY MRIC ! I ! e' ! i DRAWN LG DESIGN 7 CHECKED: R R --- `---- --' MAINTAIN GROUND ISOLATION DATE MAY, 2006 r R ❑ 38 4 F F CONTROL SS WAID Trp ROOM SIDE • � SCALE NONE R F SWEt_D FRAME CRYOGEN WAVEGUIDE OPENING AT LEAST 3' SCAN / GW-ATE:R THAN PIPE DIAMETFR ?' 3/4' SPACE FOR DRYWALL ROOM 16 OZ COPPER SCAN R F SHIELD / OR 13'X13' MAX B 0 SIDE ROOM G.E. PENETRATION FIL.:TER PANEL_ SECTION 2.1 - -- COPF"ER iAPFD JOINT SIDE � __ 4'-0" X 3'-0' R. F• SHIELDED WINDOW 1.1 SING( '. OLIN? ;,IF EN'Rv ROOM SHALL HAVE A SINGLE PENS#RATION TO SUPPLY ALL DROPS INS0E — T - _ T - R . F . WINDOW '� DETAILS 1 � 1E . F� ENE_ ATt ❑ FILTER rE �[ AILS TYF'ILAL_ G•E. CEILING OR WALL CRYOGEN PIPE VAVEGUIDE f i R I w.w.�.w...+.w...,..-.,•...M.....................,-.-...•..,......,... . _-,........w.rsar .. .,. ... .._. .... .�..... ^+. . ..,:, ... -� 1 T.'k SW*t,.4�W 4 I.. UBMR�'�YW. SIU FwT•n...l.....,....... ...,._.1.....,.,�.,... „w,..w,n*.nwMww."*►.MrgOr'w,oweRlNM.�Mtewam+nlllw►•"..^`^"""' ..n...., .•....-,..,.........-..-..._,.. .�....r«..+rw• r _.._ J....�....,... - MM M I -1w, IMP r ... �.• *� �•� yP 0 a it 'i;r1f • Ery , + a .:. -.:. ...:. °r. v .."Y!"'.n`•"R 'M074'.WK1�N }�^"•^""rp..r�IM •.. r.:,4.K, l y :n r M ,: a.�i+cw�S 'i ...... _,».., . ..-..,.... .,_,_:,..,_, J..:-.,:... ,. i�MwUtae:a'er..t►.,yvn..rw.d,roh,.,_...nw.rare..+e,..o.».L.t»:Nu.�.,,.:y...s:� _ -'yw.;r.,.w..ruwu.,r.Yae,cr...Y'a...,...r�.+.iillw,iYWrs..pr,.A'lYe4w.rcn.f5leilu+.s�, 'wec:W..HWw°- •wy„I.Xrtkulsvawtt:.mR.xrorwei n. •"iaw,'..rw4• -4ru.rYrwwwW�, cl i x u Y i I t r � I� 4RF.4 OF WOlrtK ° SAMMY SCREW md ROU I i R ! WOOD S7ak:[lir R ” I I I%"OIRLE TRW VTOM ♦i' --// A/1 I i Sr41QIlI S(X�If � I EIEC AlitiN ( � S'-I � --- r♦ I � y ALL. 160 ,i/ SHOP 11t ROD f _ Iopp i PPlR P1PL'PG A1rD JV[JfY-fERR(Jl ms thJrfu tovm - I ~ SIDESaALAIYSCREIP and ROD ' IAEAK17 tis _ __1 ' r d'►D"MIN I M'Oou 1TRUCT[!RR _ I 1 � 3Lp!14ALMr s+--RLN i� I UrR►Gf`fT - -- C III I I 196r f sfl!("H-TI � � t 159 11 A , _ f THRI_tD •I . .--,-•.". .,".•• --.,—..,.- - -- I t p} �,�, , ---- ---'-10 `y. ' — y sw"L �W i I I ' R6 EP IOH - - • A& i AM ti V ,n 1im Lt 09 Ilk - I - E.'tZ9TLVIG:+i"9PRLWLE'R:1L4Lr MON I I �D5 GF'VER AL NOTES !. THf3f PL4.V DL�r4VL1 ADDIMG'�LO(,ITl.VC;RECESSED PE.VDE,VT SPRLVIiL"R HE.ID& I 10Q 2. THIS X,0RK VWL['DES.4DDVVG I" DROPS.4R.SfOVERS FROf/E- I UNG L" O[.'TLLTS C.O.N. st , ' _10+ - 1110 J. /1YK.7,�LL COPPER PIP/1YG.4ROI2.:;a1 ROOM fllTf/.VO1Y-tERitO['S SPRLVYLERS. J. ALL WELDED PIPE SHALL RE IT LIS TED.+VD OR F.NAPPROI-ED SCHEDIILE LO ROLL GROOl-ED. A ALL THREADED PIPE SHALL RF LCL. L,Y.4TED.II7D OR hM.4PPR0S"h.DPCL/EDl'LE 4A, --+-- a,0 S. ALL AUTERIAL SHALL RLP IT LJNTFV A.V:J OR tW APPROVEDL ® j 07 09 to xCL 1 77 — _ — wl�Mr1i111 cx C ; ,r Cc .. w e o Y C I Il�oa'tt�w►Mn r � J Q BRil')GEMR T I11l4GING T.L FIRESPRINKI_F. PLAN PIPING PLArc Aaw a w4A&b An a S� y cc pper�.. + Y ` I Q i Ql 8 Q A c� .. a � U r iwIlk .. 1. 2 1/7071 n'MAP CITY TICA" SCALA:AM TO SC 4UZL G _ C>txt!dilil�ify/1�xo+�...... .. .•( � `� 1Rtie l P ller roc^olkrw,., Addrm COPY � I Z - - ---_ ----- - - OFFICE , - Stephoru .'i, Al"c% CET op" NICE 81346, Lev ,r11 A ul0f"dffr.Sp **ier Sy s Layon t 400010FP-1 FP-1 , Ronlewed o I 'I yl 'I „ I 10ft 04 for,sf Ir30X +'1� I a k: S d�d yy, y ...., ,:"• ele- -•_-`�.a.:e.:wul` +Yr.rx..:riu' _ _-MalWilirdwWW1'MMdntiwYYi�rt` — J.NI6 aw1w.ww.lriwirea.wlnnfar.rr.s....w.r.wm.w...1.w.wrr.,rcnrw.....,.:r..u....a.:.y.r..r .,r:Vr 7d::Yawa Kmtaauwkl~i ... ,. il14i1Sr-� Ift � GENERAL NOTES SYSTEM DESCRIPTION / SCOPE- OF WORK _ 51 MBO RECEIV,EE, "_ * F PRUIIOE 48 ►+OUR NOTICE TO TIE (�1ER MO TEST94G AGEI Y FOR ALL OCCUPAWY TYPE: 8 BUSINESS GROUP a 1. ►HE A ALARM OOkTWTOR •i MST" REQUMU THE ffhORITY HWAIG �1yCTHo11 9iA11 BE NOTWTED OF THE GTE AND TIE OF THE hf FNAI. FRE ALARM TESTING AND %vh L AS95T/NiMSS SUCH TESTM 910 ABLE __-- - — 2. THE FIRE ALARM CONTRACTOR SHAALL PROW A COMPLETED D SIGNED l"ORO OF 0%VLEZ10N' TO THE 06PMOR Or RECORD AFTER OOM kVCh OF OPERATIONAL ACWgANCE TESTS. MOEIFY E)ZTVC FRE ALARM SV'S M PROVES NEW WACESr RELOCATE AND W10 00STMG DESCR�FTI(�1 YO4t_ — BAiKBCX �' NOTES 3. A STAVED SET OF APPROVED FIRE ALARM DRAMOGS 9041 BE AT THE JOB 7TE AID SILL 8E 1150 FOR OSS AS 51ARMII ON OR#�4G5. r-- - INSTA"I'lok !N�EXPA/ISION PAID 5415 +12-!/4b a t6i+ ■ 3b T F TO THE FRE ALARM POWER SUPPLIES SHA.L BE ON A DEDICATED 120Y, NA � � �BATTERY fi"lAn 2081-9272 4 THIS POWER CIRCUIT o THE „LL NEW rllls,c ro BE CLASS a _ XA WAW-14 C]RCU1T BREAIWR AND Sr*L H AAk A RM dNWWG, LOCI(-OIL PF AS% AND SHA- BE COITM AS TK kAWt CIRCUIT OXTW4-* THE: !.00ATIf'w la`` THE CIAWT DWONECT MEWS (CRWT BREMER) 94ALL 'IE DgSTNG FRE ALARM SYS-TELL SFMLL NOT BE LISC0111ECTED OR TAKEN OUT OF 4ERMGf24MLrN-FR a' : . 1-1 11b .►, BE PETarAENTIY OENTIF D AT THE FRE ALARM CONTROL LOT. WIINOUI WRARTDI PbUSS04 1`1 0M THE DIMER IT IS THE CowTRACTOR'S RESPONSAxJTY TO �,. ►NORNr / MLLTI-CAI�EIA STR08E AS- Q 5 F%TE W AS-lk&T DRANIG SET DALY W/TN JOB SSS RETURN THE AS-BULT ORAMNf SET TO COMMA WITH THE 000 THE Tl" OF ANY EXISTNG FRE ALARM SYSTEM DEI )LUTON WOW SIIlPLEXGVW L NO LATER THAN 7 DAYS APER FI6k TEST. IF AN DfvjW FOC ALARM SYSTEM EXISTS, R 9ALL NOT BE DISCOMFCTED OR TAKEN OL° OF SERWE WMIOUT MIATI-LANKA SMIUSE. RE_� RSS-2 -FR � r -�!2' ! NMN r-k PE>116SNON WADY TIE 0093L IT 6 THE CONTWHCTOR'S REWOWSGL Y 10 COORDNATE rI�+ THE r — � 1. FIRE 4JT40WTY A10 C:f34'RAL19 OIL//;R THE Yl" OF TWE EOSTl1G FA SY5?EM DEMOLITION fOfdL E LOCAL W-MTORNG STAYION 96WIi BE NO1tFTfDD 46 HOURS N ADHMAM OF (jQS K FA SYSTEM 9+u?DO^ 7 •1 HE OOI(TRACTOR WILL MAMTAN ALL AREAS OF THE auIDNG N A NEAT AND 4NOMIMAN L7(E W)IER LZ 00 NOT APPLY Polo D(CEFT N THE PRESENCE X A F9701rY TRAW 9MPLD(GRINICi TEC►4+4ICA_ Bch": REPRESENTATIVE ` 9 ANY SMOKE OETECI OR HEAD NSUL LM BEFORE THE BAD" IS CLEANED AND ACCU"I D S ALS BE D TO ` C) PROTECT FWW OUST ANY FALSE ALARMS M TO W CONTAA"TED HEADS SHALL BE THE RE�:,P 49W'TY OF 0 I THE FRE ALARM INSTALLER -ft w 3 tj LN 1o. THE FIRE hY.W INSTALLER Illi WCAl1 THE FRE RESISTANCE NTEGAM OF ALL WALL MM. AND ROOF N 3 r' ASSEMBICa ANY THIS THAT NOOK 6 NOT ACT1NELr &WPERFOFAM � �_" Irl j BE IN ACCORWOM NW lUFACTfRER'S NSTRICTA4S POWER -WED AID _ -- - �Y �w k 11. NSnuATION OF DEVICES SHALL TH' +uN-POKER LAgM F1EU WMNG MUST BE INSTALLED WTHAI THE FACP ENCLOSURE IM ACCOR000- tTTHI MANUFACTlUfwS MSTRUCTMIS ANO NEC FIRE A A R It11 APPLICABLE CODES , C STANDARDS 12 ALL w" SHALL % NSTALLm ACCOM" TO NFPA. 70 (NEC). 11 FIRE ALARM CAaxTS 9*1 BE Ooffe N ACCa"4a IM NEC SECTION 7W-'o WAR ALL FK A,AAM c U i WES M ACCORCAkCE NEC SECTION 760-319 AND 760-42 — - - - 14. FRE ALARM CABLE NS°.ALLED N DUCTS, PLEIM ANO 0110 SPACES :'SED FOR D69 OIiEWAL 00 SrVII_ E TYPE FRP • OREGON FIRE CODE. 2004 EDITION. RISER D LAG Rf1,'1� IS FRE ALARM CABLE INSTALLED N THE 'vER'TICAL RUINS AND PEWRIATE MORE THAM ONE FLOOR OR CABLES WALLED M VERTICAL RIMS IN SIF'T'S 9041 BE rfK FPIR (NII�M4DED IIITERNAT1akAi FIRE CODE 21103 EDITION) -_ tE ERE ALARM CABLE INSTALLED N LAOERCii0 M CCOWT OR OTHER MET LOCATIONS 9401L1 BE LE LISTED FOR NET --- LOCATIONS • OREGON ELECTRICAL SPECIALTY CODE. 2005 EDff)0N4 17. FTRF ALARM C!RCJPS WEV" 9000 ONE WIRING AND PUN OU7D00R SHALL BE NSTAUEO IN ACCOPrANCE (AMENDED NATIONAL ELECTRIC CODE_ 2005 ED(THON. NFPA 70) WITH NPA 70 ARTICLES 764-7, 770. 725 AND 800 rr„M APP►r-4%L 18• ALL AGING. NCLuom 9ELDS MLkT BE DRY A✓ FTSE OF 94WM .MO VW4M Z 19 ALL 9ELDED W MUE1 ST HAVE 9D OW11AITY AT FUL LENGN OF THE URE • NATHO'NA- FIRE ALARM CODE. 2002 EDMON (NEPA 72) C 1 20. ONLY SYSTEH WWC CAN BE RLN M TLE SAIF CONOW. I 21 20WC 6 NOT PERI/TTED N THE SAIF CON" IM LORA VON_TAGE MROC of I a 22 WAWA& 40 PERCENT CaLMO FLL 6%710 AS PER NEC REp11FEMEhTS t 0 N 1 I WIRE SCHEDULE ABBREVIATIONS LEGEND F _ c: - .F F --- (AC)Cl 1E A Cl - 8OuN GCC - GRAPHIC COMWAND CENTER („ ABOVE WDWN FSD - FRE SMOKE OAMIP R S• 52 =-- - F - F --- EOR o - E aVM KT - "OW (N 04VAC - HEATING, VE7+T11AT10N. t Ail CONDITION110 � V � 4.7K R (� ` � F ARE' ALARM WIRE LIS► {POWER LIMITED RCt - DSTM TO REMOVE AND c� MAX - M'�"" EM \ / — f RCS - EXIS M DENIALS TO BE RELOCATED r( - MRHIi1 A _—_--. -- -- NAG =X Al. CNCIIT - 1 CONDUCTOR 14 AMC SOLID (RL) - REIOCATO DE'Va N/A - NOT APPUCABLE S 5495 r tNO//-�L9" FATED FR,R p1Lr: TINT RENNIN RATM FpLP 'RR REMOVE DWW ALA REPIXE r/WW NAC - NOTFICAITION APPLWNCE CRCU►T •Wo SO.SGIAIM10-03 1 14 AVC iF DXMk ) �O 08 SO (NP) - WEATH1El�l 11 HDU - NETI O AL Elf LAYCTRL UgtT SO � `EJHAOw AFF - A80VE F1N�D FlAOR NEC - NATIONAL Elf C7ia(J►1. CODE ��E '"•" REfER TO SIIiIAL Cl" OSiANCE "•••'•"•" Ahl PAITHORM RVAC �iO1CT10N NFPA - NAT04h. FRE PROTECTION ASSOCIAT1lk1 L ZONE CHICLY, - 2 C"-ICTOR 18 ALC SOLD &IM . MARY NIC - 40T IN CONTRACT NON-PLE)"i RATED. FPLF CON" TMONLY: TPLO" RAT@ FRP NPU PROCESSOR- NETIOM PROCESSOR L04TT 1AND(TER SCIamlo— 3 (2) 018 AMMILOW1/BLuE) 44MSGIWMI-03 ANI - AMEMNCNTOR 0117 9D. NCH AREA- OM6 SO. NCN (EACH) ANEMO.0197 SQ NC1I COC = BLJVF IIA LAGWT SEEM DATC - STA TO SCALE I COC •• CAY.FnRIIiA BULONG COOS SCC - STATUS COMIAAnO ANTER CT - (DC 15CD) CAMMA SLC - SICM&W., LAE CIRCUIT `� 0 6C 50 INC>' CSFU - CN:1gORNIA STATE P-W MARSHALL Sir( - Sl10KE 3/2 i T 50 INCH 1 /4' • 1,4 8.21 SO MICH • t--;/2' 0.82 SQ � DET • DETECTOR Sa,N SLPER�tSORY � 11' 0.34 SO RIICH • 2' i N 34 SO NCH • OW - DATA GATNERIK PANEL TAC - WALOU ADDRESSABLE CONTROLLER ! N. EOL - ESO OF LINE TWJB 1. UEIACES SHOWN ARE TYPICAL SEE FLOOR PPLANFOR C1UANIT?Y AND LOCAITON. CONTACT YOUR LOCAL. SIMPLEXGRINNELL OFFICE EP - EXPLO ON PROOF - FOR EPO - DHIERG04CY POWER OFF LION - im-M OTHIERWASE NOTA 2 A:L WRR114( SMALL COMPLY 1MTHH 14FPA 70, ARTICLE 760. PC"1ER LfMM1'.L) SYS'EMS. OR ANY CABLE SUBSTITU _ — FRCP - FRE ALARM CONTROL PAWL VCC - VOICE COMMAIC C£XTER FATC - FRE ALARM TE:RSAL CABMET VT - vIALVE TAAF`ER 3 E>GSrihr, XACES SlHOM4 SHADED FOR REFERENCE C4vt.+' I ( FCC - FRE COMM CENTER * • EX 1/"W WATT 4 RELOCATE E)aSTWG NOTIFICATION CT FROM FRCP TO 4EW► NAC PANEL. REPLACE: END OF LINE RESISTOR WITN 4.'K RESISTOR.! X/ - WITHI S. RE-USE. E1OSTING FRCP S1(1LAL C1RCN.IT TO TRHtxER NEw NAC PAAEl. DEVICE ADDRESSING LEGEND SEQUENCE OF OPFATION .� TRAI4SMCAW (F APP'L1CABILE) rIOC (ZONE) pESK�►T1ON � z I r400E OESK�NTCR---'� I DEVICE OESNGNATOR I — (REQUIRED ON ►ETA PRROJECTS) I I ` N 1:T 1 :23-1 ALARM -N�ouelt=. T'AAN`,PONOER (IF APPLICABLE) CARD PC OR N�ORf'SSIN9lE ( 11APIET) NODE. DESIDW, ►wIR OR DEACE AEss USE ',? ',? �'��'` REMARKS ( ON NETMORX PROJECTS) I r �U N 1:T 1 :M 2—1 SANOKE OETEC TOR _ • hAAh PULLAT10" • • • • • f � _ T SKP''LA,L SaLFNCit r_ a -moi- AC Fal7wER FANLIKErz _— • • • f — F:RE ,A.6" WIRING. l' SIGIiA„NG Lot Cw-JUIT (SLC) - CLASS B/'STVU 4: SINGLE OPEN • • • - S1N:rLE GROUND • • • _ ^✓ >+ SHORT r• RI TRMSNDER (IF APPLICABLE) WTATRNG TOOEVICE CIRCUIT-1QCC) Ckm — B • • • --- --- Q :s. r r Y I F4" WY, PAEl (F APPVCABLE) SINGLE C*EN - • • -r Z =� STN G E GROUND • • • w F-HIOTIFIUT10f� APPLHAPICE CIFtCU(T • • • • • t ti 1 WRRE-T1,-_SHORT s D' REOLNRFU ON ��PaATORS> f r �� DESIGIL MR NOt1FYUTHON APRAANCE CRV-V WILT--CWS ( N 1 :T2:NAC 1 :S2—1 WIRE-TO-VARE SHORT Ll SINiG�E SI GROUND - - Z -- - — --� in .• 4 DNA WN 1Y, ATL- r 7/6/O„ -- DESIGNED err OArlk FF crapy T,�CARD q7/7Lin #4 won& ULd� ~r Cee L.wH w rr,.p,4 A.. NN ►A-%)L 1.4'*G copy EMCEE HNI . 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N2-3 F I F N2-4 T�--- �o�9•F� �, -----� �----', I °" C) E- z z 1 ,.1�11TIN(p , C;RE56M's EX4H I (S.J In N2-6. EOIR Q F w / - -- --- ---- ,�I 0-4 O v� 7 z x E- 9 �. U7 � a a a FLOOR PLAN FIRE ALARM ' � Q n DRAWN 8 Y: DATA BAB 7/6/06 Of 910NED AY: DATE: 7/6/06 APPROVED By: DATE: 7/7/06 PROJECT NUA#� 1 =20213901 sNt[T min: A-101.DWG smmr MuM w 3� FA -- 101 s ()F { .Y fo 30X 4 i 4 Sa • �`� t�� M�'�4 S e a p d. � i5^f� A�;., 1�.. t '• '�f'} f I ,,I� �.t I ;:iF ,.J. �. �" �aa{{{{��'yy11,�6 ^ .E.. tx:i4.°., `„p ^� yi• � Si.r:r � p •ypr / 9r ,t � . 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' 0.225 _ J.02 2022 0 ! y+ N2- 0.086 0.1 0.03 1 201�9 � — -6 i RSS-24MCW-FR 11 — 0053 1 0.053 — — 0.01 c I --1 (WHITE) NEUTRAL — IN -- + - + G (GREEN) GROUND r 12V 122 H (BLACK) 1120 VAC I PROVIDE 6.2 AMP HOUR BATTERIES 5ATTERIES ARE LOCATED IN T4 4E BOTTOM OU T1 0 OF T44I5 ENCLOSURE. DO NOT ENTER THE OU T2 0 BOTTOM OF THE CAN WITH ANY CONDUIT. OU T3 0 OU T4 0 AUX 0 GRD 0 .�. BATT 0 z AC PWR ED ' 1 TERMINAL BLOCK 2 d AUX OUT4 OUT3 GUT2 OUT1 TRBLE INPUT 2 INPUT 1 U O + — + — + — + — + + — + + — + 1 12 3 4 5 (o 7 S e 10, 11 12 13 14 15 fro i� �3 1 19 — I-- �,,,r - :T.4 TO F,4CF z L_ a -D n o 41K EOLR x W 4."K E00t 4UJn i —. (( — ----- -- j In a.1 SLR 1, �� 01� Q %Q ORA WW B": DATS: BAB 7/6/06 c- 49 � NAC PANEL LAYOJT - DESIONlL'AY: BATS: 7/6/06 APPROVED BY: DATE: 9 4 �- PROJECT NUMBER: c 5t' 3NEET T►TLE: P-A-501.DWG smear Nummext Mfi. FA ( 501 _�• 3 ____--- 1 t I - ,.. .. ,.x. .,.n..... . M,.MNI+ .iK �,yr.yw,.ww s-We'4eMM�F•,,...wAIfMMifIP • .,. a a fid. �• *'u . :�� a,+ ,..� � � �- ` • . L/MIM 17y IV d 4 M to >r 14 d �!H d'x �' p* IF wr 30X IL J 2� IK VOL 1� J :' at g� DEVICE MOUNTING HEIGHTS — WHEELOCK AtJl)IO/VISiJAL � MODEL AS - 24MCW— FR & AS-24MCW—FW A/C SUPPLY SPECIF1CATIONS INFORMATION—DIFFUSER REGULATED T UNIVERSAL MOUNTING SURFWHEEACE SHBB Q INPUT — 4" S0. X 1-11.2" SERFAGE BACKBOX �_ MODEL VOLTAGE STROBE HOUSING DEEP BACKB(�1)x( PLATE (SUPPLIED) NUMBER VO`TAGE I UNIVERSAL MOUNTING VDC RANGE CANDELA COLOR �E LUNG MOUNTED ,� NOTE': MEASUREMENTS -- vDc/FwR PLATE (SUPPLIED) /� � 1 } SFI JWN ARE TO T1iE AS-24MCW-FR RED \ - `� L r-0 O C u) SMOKE/NEAT —� _ 3' (�I(��) ---.►� 24 1e.o-33.0 1s, 3o_Ts. 1,0 — oo"' CLOSEST OF THE As��24Mcw-Fw 'N"'� X16-20 X 1-3/4 �) �fi 20 X 1-3/4" I� U � V p� t-- DETECTOR DETECTOR. `-SCREW (SUPPLIED) �' �" C-% SCREW (SUPPLIED) LL O 0 1919�' CEILING / \\� i — AVERAGE CURRENT ) \ G � �� ILII ---- � `/� �p c`�'i o 0 f`\ I U Ln Lr,Ln / — AVERAGE CURRENT RATINGS (AMPS) \ I OLu AS-24MCW MATH HI WL 91dElATTMN; 24" MIN ACCESSIBLE ACCEPTED HERE - 4" I VOLTAGE 30rd 75cd - 1,OC4 ` v t8.0^vor. OAE .125 200 267 h� cn O W BEDROOM STROBE �" C N1 A X : 1&0 VDC 066 - 1,9 - 182 249 \ M Q Q AUDIO/VISUAL NEVER _ _—� 24.0 VDC I oeo_ :102 1 .150 .194_ — --- -- — \ \\� \ �� CX VISUAL—ONLY AVERAGE CURRENT RAYING$ (AMPS) / V;J Hyl HERE AS-24MCW WITH LK[41/4 58d8A SETTING dt7A RATINGS FOR SERIE.; AS-24MCW \ #8 -32 X 1/2" L—#8-32 X 1/2" DEVICES VOLTAGE 15ca ( 3ocd 75cd POcd - - - - \� 1RUSS HEAD SCREWS TRUSS HEAD SCREWS i a 16.0 VTX 074 —1110 190 .253 REVF_R9ERANT dBA ANECHOIC dBA u (_ DESCRIPTION VOLUME PER Lit. 4e4 • 10fN_ • 10 n (SUPPLIED) (SUPPLIED) l _C!JD 18.0 VDC .070 os .176 233 - - 14.0 VDC .060 i__�6• .132 .173 — HIGH 2.9wc 24 SIJRFAC,L MOUNTING WALL MOUNTED AVERAGE CURRENT RATINGS (AMPS) CONTINUOUS MED — 95 - FLUSH MOUNTING AS-24MCW WITH LOW 83d18A SETTING MORN SMOKE/HEAT VQJAGE 1x0 30rd -75cd 110rd -- -Low — e3 vo 5 I — ' ----� DETECTOR I 16.c ,� o6a _los 162 z4s c� � HIO+ e7 99 1S.O VDC 064 .199 ,6E 225 �N WED e4 tis SYNCHRONIZE MORE THAN :4.o voc o52 -cue 121 158 -- `°'" �—l79 0 TWO APPLIANCES IN ANY a FIELD OF VIEW. DOOR tj WIDTH LESS 3" -- ® ® ° o SIDE WALL I ,`� � a - 13 � I c r I r� J 8o MIN 6 i O p 96" MAX MANUAL J ,� I PULL STATIO14MAGNETIC FIRE DOOR = PHO14E �_� HOLDER • FINISHED I Hil MED 1 MED ° JACK �+ o WALL I I ® LO III O ®Co1O �_ I I I COOE3 — - 48" MAX (ADA) I — " MIN/54 ' MAX (NFPA) TO ADDITIONAL NAC DEVICES UR RETURN 42 fRObl FRCP 14Vpr, NUnF1CAna+ TO FIRE ALARM CONTROL PANEL FOR STYLE 2 N,PPUAN ClR :T OR + __ —� "- -- -- - APPLICATION. i I NCTIFICATION APPLIANCE CIRCUIT _ L-- — -- -- — — ROIL FA ..4 C NON-CODED —a + IF LAST DEVICE ON CIRCUIT IN A STYLE Y FINISHED DT sIME LOCK SE OR RESISTOR, PLACE A 10K 1/2W END-OF-UNE MODULE I FLUOR OR PRECEDING DEVICE �.� � � _ -- — - I I. WHEELOCK MULTI—CANDELA STRODE SPECIFICATIONS INFORMATION RSS -24MCW—FW & RSS -24MCW—FR REGULATED 4" SO. X 1-1/2" DEEP BACKBOX MODEL INP1/T VOLTAGE STROBE HOUSING. WHEELOCK SHBB BACKBOX NUMBER LTA RANGE CANDELA COLOR STROBE MOUNTING STROBE MOUNTING _ AX/F"'R --_ _ PLATE (SMP) r (SMP) RSS 24MCw-cR REO - -Z4 16.0-33.0 !S, 30, 75, 110 RSS-24MCW-F W WHITE � �'\ #8-32 X 3/4" I _ #8-32 X 3/4" ` SCREWS \� <-j� 1r I SCREWS � AVERAGE CURRENT p p _ e AVERAGE CURRENT RATINGS (AMPS) � p p VollAGE 1xcd 7,x110ed 16 V 0 0 65 I 220 0 / / _ CD ,e.o voc 053 _ oJz .147 24.0 VDC 041 - 001 .109 1 140 I BEAUTY PLATE (SUPPLIED) BEAUTY PLATE (SUPPLIED) FLUSH MOUNTING SURFACE MOUNTING U -- I ---o c� — Ll U o Zz)_ >.4 oLjw - 9 , OR WARN 4Q I wALe«►la R hry"art"m w rw wra W � -- r w w 6" a�rftxx mmL 0w worlm" I w�ora rw�+s�r wn C)w ' Lu l i i I L I I �. E 4 II II II II DRAWN BY: DATEt aFP 7/6/06 II II II II I I TO ADDITIONAL NAC D01(lS OR P.ETUPN DEsioNEn BY! DATE, FROM FACP 24V`yDC NOTIFICATION I I I TO FIRE ALARM CONTROL PANEL FOR STYLE Z FRom, CP IR OR I+OUtV-cpp�D + - --- - .__ _- _- - _-- -r + APPLICATION. 7/6//06 NopnCAT10TV APT'LIANCE CIRCUIT J IF LAST DENCE ON CIRCUIT IN A STYLI Y --- "'MN SV04EEELOCCK SM pO�R -- - -- - - _- - -_. -7 APPLICAPON PLACE A 100 1/2W END--OF-LINE APPROVED BY: DATE: oR PaEc7vIHC OENCE - +•- - -- - - .-.. -- -- - - •--- - - - - --- - - --- --- RESISTOR 7/7/it- I PROJECT NVAIBEM 420213801 !iFfEET TITLE. —� 5 A- 6O1 .DWG -- SHEET NYS .r St FA --- 6 01 I 4 OF 4 '_r�AwiA cru+r;rwr.s+ter �� r ., ..-.„.. ,.._.. .....,.....,.,...�,..,,..,,...,,....,. . nw�7�'wM*.+,.».e�.++,..+.......,,,+w........«,.....,r...rr�+w.w.�+"r+w+w«u,.+.r;�++w...«,..z.w»..r-w..........,+...................�,,.+................. _ .. AAAA AAAA.... ... .. ..,.._....«+-w-"+....rn.".,........,..e..w+M.e..+...�,«+,r+."."..w..�.w•r..,......., ....,.�........,....._ -......+r. 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