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10799 SW CASCADE AVENUE-4 >l. PRE-ACTION SPRINKLER VALVE W/ TAMPER WET PIPE SPRINKLER VALVE W/ WA-TERFLOWdo LOW AIR PRESSUkE ALARM TAMPER do WATER E LOW ALARM CONTACTS -- CONTACTS (FIE.LO VERIFY LOCA►ION) (FIELD VERIFl LOCA.TION) ____VESDA - E70-Q . N_QTE5 _._._., zQNL _ 1 1. ZONE 1 FM200 SYSTEM TO BE ACFI�ATED B'r VESDA E70--D DETECTOF? VESDA L70- L' DLTFCT,.)R . ; PRE--AfARM ONE 8 �I I-p01 L t" �------ I 1AMAPEP SWITCHES LOCATED 2 ZONE 1 TO CONSIST OF VESDA E70--D DETECTION IN SWITCH ROOM �� PRE ALARM WET PIPE 'A' r ,,ti VAOL' (BY OTHER; UNDER ~- (SE. SHEET 5 OF 5 FOR AIF? SAMPLING PIPING 1-cc: PARKAC, AREA Nt-XT TO \ �- c t,i : VVI'-.TE F '• I '� 1 -UC,� _AIM I ALERT � BUILD'it.G (FILL[, LOC.ATE) —__ ._ -- — nrl J �, T ► r-1 c ! 3 55 012, ADDRESSABLE INPUT M„ ULFS PROVIDED TO MONITOR PRE ALARM. . _�,U; �AIt.R- IFZOUE'I_E _ _ A,�P jW-Tk I ALARM do TROUBLE CONTACTS ON THE VESDA E70-E) _ �I _ _ —� r Z 4 N� _ __ PR A TION VALV NOTES i 7 ! I T H sHow�rZ -_ -.__.- _-,_- -- -----_-..- _-- _ PRE--ACTION VALVE ! AMPE R Swi 1 C'HL`., 1 FIELD VERIFi' 10CATION OF PRF-ACTION SPRINKLLP VALVE I� I,.E ADDRESSABLE S0I_EN01C; # Y cr � AN _r �1til t I , uF FICLI t i 3 - MODULE RF�F A.K -LL -- 4 PRE- ACTION Sf RINKLER VALVE TO BE ACTIVATED BY TNF INTELLA S�AN II CONTROL PANEL THE 55-007, ADDRESSABLE SOLENOID OUTPUT MODULE I ��: - WATER FLOW T�LIf ;M VIA/ II II TAMPER SWITCH T` - -- -----Za-- yswOiF E FL0hI jP , 1 , 5_ 0+�_. ADDRE�SA3LE INPLT MODU!E� PROVIDED 10 MGNITOR hATEF OA AIR PRESSURES'W: l r ; ! --` Ea ' l_C 1'► F.!F' FaK;..=.S:JRE Ah; TAL�PER Al ARM CON 1=; I C92 _+. ___ WUMEN I-C)55 (x4) n4c-%?Tr AL 1>ETrGTc*eS lei M IIIII N �_ 44 6 A�Ci`�`�B.LC 1311SE lam' G WE1 _PIPE_ VALVE _NOTES:LL .__. �'°• oil- 1. FIE L I VE RIF I L OCATION Of W[ T PIF'(. SF'RINK L E f" VAI VTti, r 'h I 014 N 2 5`) 102. ADDRESSABIJ iNPIJI MODULES PROVIDEL TO MONITOR WATEI Fl_tJti', -�� 1. -- I .............CITY C►F..,ARQ.... ... Approved .�..,,, ,.,• . f - .---- MEN ANL1 TAMPER ALAFrM C��1��aCTa pa �k�4 ... F5 _ Condi!ionaL'y Approve:i .... 1101"a4A SCAN M j` �> I + � � �-•.�- t�Tt w��r F B For only the w •k .:s rles.::ribed In: PERMIT N0. �LX� 1�;__ �1„�� • + FIR( r« SMOVE WIWA_P�wa - _.T A M P S R_. SWITCHES N 0'T ES: i r",wrt:R ODNtRDt - - jee letter to '"o'k .............................................. ( j 1 t-oto I !E i. VERIFY LOCATION OF TAMPER SWITCHES. Aa�4ra.............................. .... ... ........f CONFERENCE 2 55--012, ADDRESSABLE INPUT MODULES PROVIDED TO MONi EOR -TAMPER SWITCHES JobAddr6,3 _�Lz,Z g p-��_S/�.,( 028 (REFER TO ALEXANDER & KIENAST DRAWINGS) VESDA 00-0 ROOM CC�� L GENERAL 1NSTALLATI0N OTES;____ l`1 1. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IM+CCORf)ANCE -�V1�17R�7"1',�S`--` Fit, I --Z N z__ / 1 -03(. TRANSPCP.T/DEkiARK, ROOV I-- �Nl � WEI.1 AS ALL APPUCAB:_F_ LOCAL CODES. 2. DESIGN DRAWINGS ARE BASED ON INFORMATION SUPPLIED TO PIKE BY OTHERS. FINAL DESIGN ___.__ _-_._ __ ________ r -_ ` A '- - --`�-----•- IS SUBJECT TO FIELD VE FciE(CATION BY TIDE FIRE ALARM CONTRACTOR. C, c t 3. SMOKE DEFECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIRSTREAM SUPPLY { r AIR OUTLET. ALL SMOKE DETECTORS SHALL BE INSTALLED IN AN ACCES�:c"sLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE. 1-03, } a 1 -UO8 ; 4 1 -00, P+ LE t 4. ALL WIRING SHALL CONFORM TO NEC, ARTICLE 760. _ g 1 B ' F � —� 5 CON"ROL PANEL CIRCUIT HLL BE BR BREAKER. THROUGH A DEDICATED CONDUIT TO A 15 AMP, 120 VAC N� 4_ E - ZONE ASSIGNMENTS BATTERY ROOM a / B ' � --- --- __- __ -- -- --- ---- - - - f + --- ZONE# ROOM N/,ME PROTECTION 6. HIGH AN") LOW VOLTAGE WIRE SHALL BE RUN IN SEPERATE CONDUIT. t-032 s SWITCH 'BOOM --- -- 7. POWER LIMITED AND NON-POWER LIMITED AIRE SHALL B►_ RAN IN SEPERATE CONDUIT. I ZONE 1 -- FM200 DUCT DETECTOR ZONING --�p� , HVAC ROOM 14 l „' III _— .^- -- --- --- "`-� -- " '� I �nr`� V% N L. !s.,.,LUDINCi TCriiwiii T iviJS Al I . ....� —U .IT ArDD2E,, , f A At { WIF?F 11 FtM.NAIIi�NS At ItK'AINAL 51RIE'S MUST BE T1ti E , TRANSPORT/ -- -- --- -- ---- - --- - THE CONTROL PANEL MODULES AND THE "DDRESSABLE INPUT i.�'DULES. ZONA l -� ZONE 2 DEMARK FM200 1 -061 ------- - Q 3 SWITCH RO M , _ _ �- -- ZONE 9 CPU-1 r EQUIPMENT LIST t pF•1 n r 1 -060 IA3 HC ZONE 3 POWER ROOM FM200 _ _ _ _ - -- ------ _.� --- -------- -- ONE 10 - — - - -- - -- SS p - �:-- _ CPU-2 1 -058 Z 1 10 201 - E4 1 INTELLA SCAM II ENCLOSURE, 4 BU F - BATTERIES PRE-ACTION - 1 0' 1 ' POWER CQNVFR TER CARD �0 11 t,. ZONE 4 B 10 2 1 � -041 1 ---- i I �' --. - 1-057 ZONE-3 3 .__ - ZONE 11 CPU-3 10-1775A 2 fiUSS CARD MODULE —� � rUwtK KVvM 1 � I 1 -p6d O 7r1NF 5 F! t=%TRIC'AI PRF-ArT1nN - - t _n��, _ _ -- \ ----+___.. _. ._._._.. __.__ _. - -- _ - ZONE 12 HP-9 1 -055 -0i s 10-2095 2 OUTPUT CIRCUIT MODULE —1 a COMMON - ___-_ 1 c4z a stitoKE ZONE 6 WET PIPE - --- f 1 BLDG. SPACES 10-2101 1 ANALOG COMMUNICATION MODULE - -__---- _41 c-- - - is 1 - - 10-2111 1 ENHANCED CONTROL MODULE i, i-I L 131 `ERE « S�`E _ _ SALE DEVICE 0 T E S: _ ----- -- -- t> AQQR�S _.�,_ _ -__� 10-17948 4 4E� CIPCUIT MODULE 'x'044 1 -045 tel_ r - I "' t bs81r�� t ADDRFSSABIF DEVICES ARE L_AE3El ED WITH A NUMBER THAT CORRESPONDS To THE SLOT 10-1 796.A - 6 SUPPLEMENTAL_ RELAY MODULE — b - - - - + - - - - - -- ` LOCATION OF THE ANALOG COMMUNICATION MODULE TO WHICH THE DEVICE IS WIRED, AS 10-19858 1 AUXILIARY POWER MODULE t -046 ONE 5L� I ; j - WELL AS THE ASSIGNED ADDRESS OF THE DEVICE. (EXAMPLE: 1-04' REFERS TO DEVICE --- -- -- - ELECT. ROOM �- 45 OF THE ANALOG COMMUNICATION MODULE MOUNTED IN SLOT 1) l� - 10--04?-1 1 10 AMP POWER SUPPLY W/ 8AT1-FRIES B r a ' 63020 - 27 PHOTOELECTRIC ANALOG SENSOR _ A U D 18 I,E D �'I C E N Q . S: __ _ 135, -------- -- �; -_. __ _.._.__ ._______�� T 60-1018 2 THERMAL DETECTOR j -- 1 . 04r `-' ----� M 1-0" c I I 1 A tt6 I� �. ALARM INDICATING I EVICTS ARE LABELED WITH A NUMBER THAT CORRIESPOND`� TO THE - 1 l_ — � -- BE A A I NEt T NE 1 -.==�---�-...-�:-•--•�'"-�- .� -�..-"--_ ------ .._ .....__a_. _._._._____.--___...._._ .••..� rnON 11( AQP _. AL AS 1A If3UILD NG ALARM DEVICE.) B 1 F ^ LONE OF OPERATION. CX LF' A DEVICE LABELED WITH 55-002 2 ADUR`-SSADLE BASE ADE E LAEi WI A IS ASSIGNED O L S ZONES AIM ADDRESSABLE INPUT MODULE 55012------ 39- R NOTES: ASM -55 -007 1 ADDRESSABLE SOLENOID- OUIPLIT MODULE �_� I �s t c*i �� -��jrlE.^�-_ ____� T__ D I_,1�T��___.____..____-- , v _ 3-0_2_3 ,7 SELF DETECTOR, PHOTOELECTRIC- HVAC ROOM 1. SELF--CON PAINED DUCT DETECTORS PROVIDED FOR EACH MODULAR COOLING UNIT �_ 6 _ _ _ t> ;� _ 0:?-3869 — 7 REMOTE TEST STATION (FIELD LOCATE) t• (W] 2. DUCT DFIECTORS ARE TO BE MONITORED BY THE INTELLA-SCAN II VIA ADDRESSABLE --- -- ----- - ---- -- -- -- - - --� STOkAGE INPUT MODULES. 02-3721 7 SAMPLING TUBE,- 1'--2' DUCTS �`-- t 1 3. DUCT DETFCTOF�S ARE TO OE INSTALLED IN ACCORDANCE WITH NEPA 72 & 90A Lw] 111 L�� - 20_007 9 DUAL ACTION MANUAL RELEASE FA 10--1643 6 MANUAL RELEASE/SYSTEM ABORT ?A t� 4. DUCT DETECTOR AND SAMPLING TUBE MOUNTING DETAILS ARE SHOWN ON SHEET 2. - ' Gt'NERATOf\ _ ROOM 1 -054 t-OSj 1 --052 _ 20 -091 22 STROBE T S. EACH SELF. CONTAINED DUCT DETECTOR SHALL BE CONNECTED TO A REMOTE TEST/RESET SWITCH (P/N 02-3869) WHICH IS TO BE FIELD LOCATED IN A VISIBLE AND ACCF_SSABLE 20-��98 18 HORN STRODE. P LOCATION NEAR THE APPROPRIATE AIR HANDLER. COORU,NATE TEST SWITCH LOCATION ------------ - ----'--- ---`-------^'-`---`- --- +-- t> WITH SPRINT FIELD ENGINEER, AS WELL AS GENERAL CONTRACTOR. [� 2U -110 10 BELL, 6 --- W.P. —20-112 - - - 1 OUTDOOR BACK-BOX r_.___� ..__.........._...._.. �._.____ I' PART WJ►+16F1t 1AI TFJIIAL \ _ 5 A �1[�ED Tym& n o+-1 t/ll E1 E^AreA* C� Z00--% �i� �7` Wm of Me Copxa am Rad d rMl� � �w� • • wewm% . K�r�od wxi. A�"O"" ON )— w. r, «.�ue.a� A _ B r M�h of ma 09*Frnt &-,bw Rgr#W Man rlt.4 �-A-L UIS a..+,� I. n.[ psow"- -.___ ,•,.^ b M wad Ar es+ar P"O°M isrr Ri cantsrb rwwld b errpna mor eapW � � a RM dad¢ 1rtObrM wad N oMw pn�rcb MtNoul ra 11+�ccansanl N M to M A _ � as Isar K ar `°°a ' N cusT. � .TA 11n_E IN T FLLA -SCAN II SYSTEM LAYOUT UNLESS OTHERWISE SI 01FIED N S R 24X C D .�.� SWITCH FACILITY FINISH ALL OVER I SPRINT VENTURE / TIGARD,OR TOLER ANaS R !FLOOR PLAN �- INTELLA - SCAN II SYSTEM AM : Ota I E - -- - - --- Q 06370 - 0 1 1 -- SCALE' '�B = 1 -U REV ECfI DAZE BT/IPPR/AP4R 8REA1( Oi7RNERS Ot5 MAx X d5' t5' �!'" F'� REI,SKM OR OtS VAX RADIUS AS NO 08-2001 A �+� 1 °r 4_ WPYRIGHT 0 19— BY FW CORPORA". All. RICH RESOWO �-.._. ....www-.... Cascade Blvd. 10799 BUP 96-0172, BUP 96-0298 (Fire)MFC 96-0087 101`41 If this nolice appears clearer than the document, the document i; of marginal quality. III�I�III l! : ::.� . � �}ijlfit, Id �I�I�I�I�I :�. tI II IIiI1 Nl� IIIIhIII IIIIhIIIIIIIIIIIIIIIInIIIIIIInI�IIn IIIiIIn111111 fill (Ill 1111111111111111111111III1IIInIl�lll�l��llll (III I� I IIIlftnl Itty j: Ih I LII �I� In X11 L11#III MIER CONDUITS IN/OUT FROM MOUNT ADDnESSABLE INPUT MODULE IN 4' SQUARE DEEP ELECTRICAL BOX IN ACCESSABLE AGORESSABIE LOOPS (LOCAlmA ION AIM SIZE SZE 3T EACH MANUAL PUIJ STATION ® U AIM - - �LM TUBE SUPPORT HOLE TRUE CEILING — CONDUIT II rrNfRE APPucAeLF) I WOODEN PLUG - 3" OCTAGONAL BOX JUNCTION/PULL BOX ONLY FOR DUCT MORE 1J2' CONDUIT THAN 3 FEET WIDE PLASTER RING RUN IN WALL�I GUAM G PIKE ALARM MANUAL PULL STATION ElJ M MOUNTED ON SINGLE OANGE ELECTRICAL =— ° FLEXIBLE CONDUIT BOX. IF SURFACE MOUNTING IS REQUIRED, INSERT WOODEN INLET TUBE 0 0 O (LENGTH AS PERMi TTED USE CAST ALUMINUM PACKBOX. DUCT AIR FLOW ° BY LOCAL CODE) r PLUGTHIS END WIDTH ---- DIRECTION I ° '� 48. REr Of INLET TUBE -- EXHAUST TUBE 1 BASE DROP CEILING FF o -=1 INLET TUBE HOLES HEAD G FACE UPSTREAM _ �NGS�� PHOTOELECTRICP!10TOELECTRIC ANALOQ SENSOR OF AIR FLOW E2• �-- CUT TO 1/2 of DUCT =-- CEILING MOUNTING T I MANUAL PULL. STATION MOUNTING DETAIL WIDTH WHEN DUCT ISLY LESS THAN 24` WIDE FOR DUCT WIDTH EXHAUST TUBE. DO NOT 36 IN. TO 95 IN. INSERT WOODEN PLUG. INLET TUBE ORIENTAIJON INLET TUBE INSTALLATION _ DUCT DETECTOR INSTALLATION DETAIL 100, CONDUITS IN/OUT FROM MOUNT TWO ADDRESSABLE INPUT MODULES (ONE PER C ADDRESSABLE LOOPS SWITCH) IN 4- SQUARE DEEP ELECTRICAL BOX IN ACCESSIBLE LOCATION AT EACH MANUAL RELEASE/ABORT TRUE CEILINGyq1' STATION (AIM SIZE r W X 3 1/2` H X I S/e' D). JUNCTION BOX _ AMC 0►Z PULL BOX YT—BAR APPLICABLE) BEND OR OTHER DUCT, SIZE AS II OBSTRUCTION INDICATED ON STRUI,TURAL MEMBER ---- I/2• CONDUIT SIZE AS DUCT DETECTOR / HVAC PLANS (ll FLEXIBLE CONDUIT RUN IN WALL�I DUCT, PLASTER RING — (LENGTHS AS REO'D. FM-200 MANUAL IZE:EASE / ABORT STATION HV INDICATED S � _ HVAC PLANS - RETURN AIR —� BY LOCAL CODE) FLUSH ;rt'JUNTED ON FOUR GANGS ELECTRICAL 4' OCTAGONAL BOX --�" - - O O BOX. IF SURFACE MOUNTING IS REQUIRED, � INLET HEAD . USE CAST ALUMINUM BACKBOX. y BASE I 46' REF CEIIL NG D<_TLCTOR F.F. -6 DUCT--- 6 DUCT—j MOUNTING .r,,LTA►L WIDTHS MIN. WIDTHS MIN. MANUAL RELEASE Z ABORT STATION —MOUNIINQ DETAIL DUCT DETECTOR PLACEMENT DETAIL. .w ITfl1 PMT MAW Qty MATH W � «no c W-u, 11 d dote . S V""�of m 111 .�+. o Is M rsod IMI �•�4i«wa Ilw�an Min iln Qerpsatlw� TUY�ls�Mq w �d �7"m �s w ft semi to►wolbl b wjw*ew Now In dwe w m rW we bollew and In ~;re4vets IAAart our ortimi aw i h Ir to w C ORATION •o h-w nokit w wa Iow" UNLESS OTHERWISE ssEcinED °1NA1 am. N.—STAR rn> INTELLA--SCAN II SYSTEM DETA!LS FINISH ALL OVER .:- SWITCH FACILITY TOLERANCES SPRINT VENTURE / TIGARD,OR PRA CT t t/u PMO *.3' 0w. ..x A RRIFy lJE9CRlPTIOtN CCN DAZE NY/APM/MPR SWM OMNERS .015 MAX X 45, 15* D 06370 I N O 8'•—2 0 0 1 IffEVlaoNs or (X'PYRIa+I p 110— Sy i11cE 00Ri''OIIA110N A11 RIC,ITS RE47tVFD 015 MAX RAWS, An "'NOTED OR—2001 EI 2 4 NNW Cascade Blvd. 0799 BUP 96.0172,f fUP 96-0298 (Fire)MFS 96-0087 2 of 41 If (his notice appears clearer 111,111 Ille document, the document is of warginal qual;ty. I; Irlll�ll' �i � : � �. il�I!►�II.1 r1��l,l�lll�� '�..111�1�� ` ��r��ll� ��I�li��! It T4��- ��, �' II�III) lill��I'Itlj 1. i I�Ilil III111I11 Ilnlltu InIIIIIIIulllllll�llllllln nlllnnllllllllllllllllllll�nllillll�IInIIIII�IIIIIIIIIIIIIIIIIII 1111�1'fl IIlf�ill11�V1 fihltdl 24X C Dl I i i �--- 3' SCH. 40 PIPING, SEE NOTES. JFF ICE — 3' VICTAUUC COUPLING 3 SCH 40 PIPING, I OFFICE BREAK IF SEE NOTES. OPEN OFFICE ROOM • MOUNTING SURFACE -- 3" VICTAULIC COUPLING ?S L8. CYLINDER •� MOUNTING URFACE FILLED W/ 260 LBS. Frw X00 WOMEN `- 70-1310, MOUNTyG STRAP 42 1/2' ~ 200 0.0. SHOWN THUS. 7rF l MEN6b 3/4� APPROX. APPROX. �-- 20' O.D. _ ( r7�0I1�310TMu0UNTING STRAP - —_ P1000 CHANNEL UNISTRUT sEt ISOMETRIC J4 FLO SHOWN THUS. (BY OTHERS) \< �'• r FLOOR P1000 CHANNEL UNISTRUT — SHOWN THUS. (BY OTHERS) L MOU =NTIN DETAIL CONFERENCE - - —0863' CONTAINER ROOM - - Z NE 2i TRANSPORT/DEMARK ROOM 1000 u. CYUNoER - TYPICAL GLINTING DETAIL `UID w/ '23 MAX. CLG. HT. 13'-3" -FOR- _70-083, 850 LB, CON TAI N R ® r �-ioo ABO yE CEILING _ ROOM DESCRIPTION ROOM SC. FT. CU. FT. �° OF LBS. FM-200 LBS. FM-200 / S.�'. CON. R -� SEE ISOMETRIC 0i > -- — — EQUIRED SUPPLIED I SWITCH ROOM X 3,021.58 42,3021 7.0 70 1,446 1,446 HVAC ROOM X --- --- — I 762.72 11 ,059. 4 7.0 70 378 380 — — —_ SONE 4 t ' ' TRANS DENMARK ROOM X BATTERY ROOM — / 604.75 8,013.0 7.0 70 2.75 280 1000 L8. CYLINDER� � �— 3' SOH. !n PIPING, i SEE NOTES. - - — 1 �tM W/ 723 Les. — _ POWER ROOM X 293.00 3,882.3 7.0 70 133 136 �-200 3 VICTAUUC COUPLING 215 LB. CYLINDER � � MOUNTING SURFACE ZFILLED W/ 136 LBS. �---- -7 FM-200___.� 2288 7/8' 70-1310, MOUNTING STRAP PIPING SYSTEM NOTES: � SWITCH ROpMAPPROx. SHOWN THUS. SEE ISOMETRIC ;/3 1. FOR FM200 CYLINDER AND PIPING 1NSTALLAT;;N GUICELINES, DEFER TO NEPA 2001, nS WELL AS MAX. CLG. HT. 1 '-0" I JI FLI F1KE'S FM200 SYSTEMS INSTALLATION MANUAL. r / °1000 CHANNEL UNISTRUT 3/4't t 1/'4' _ 1 SHOWN THUS. BY ^TREKS PIPING MUST�� ( ) US BE BLACK STEEL PIPE PER ASTM A-53 OR A-16 RATING OF AT LEAST 620 ,IG. ALL PIPING TO BE SUPPLIED BY^THE AFIRE ALARM CONTRAN INTERNAL CTOR. c�. SEE iSOmETRIC 15 TYPI_c _ MOUNTING DETAIL3. ALL PIPE AND FITTINGS SHALL BE REAMED, BLOWN CLEAR AND SWAE9ED WITH A CLEANING SOLVENT I I FOR 7 — 7 1 SUCH AS TRICHLORETHANE TO REMOVE DIRT, RUST AND CUTTING OILS. ----� I �; �. cnINpER TAINER ZONE 3 FILLED W/ 380 LBS, ! 4. ALL THREADED PIPE JOINTS MUST BE SEALED WITH TEFLON TAPE OR POPE DOPE. POWER ROOM FM-200 � 5. PIPING MUST BE RIGIDLY SUPPORTED BY A COMBINATION I 0 BINAlION F PIPE IPE HANGERS AND RIGIv SUPPORT CLG. HT 13' -3" t BRACKETS. PIPE HANGERS ARE USED TO SUPPORT THE "DEAD-LOAD' OF THE PIPING SYSTEM. PIPE HANGERS SHALL BE SPACED AT INTERVALS NOT EXCEEDING 15 FEET. RIGID PIPE SUPPORTS t ARE REQUIRED TO SUPPORT THE "LIVE-LOAD" OF THE PIPE SYSTEM DURING DISCHARGE, RIGID BRACING IS REQUIRED AT EACH TEE, ELBOW AND NC27LE. ALL DROPS TO 180' NOZZLES REQUIRE ZONE 5 I SEE iSOMETI#;C �2 I 3 f BACK-BRACING IN THE DIRECTION OPPOSITE THE DISCHARGE. ELECT. ROOM 6. PIPE FITTINGS SHALL COMPLY NTH STRENGTH REQUIREMENTS IN NFPA 2001. ALL PIPE REDUCTIONS TO BE MADE USING CONCENTRIC REDUCERS ONLY. REDUCING BUSHINGS, COUPLINGS, WEL D-O-LETS, 7 1' 2" �• HOLE-CUTS, MECHANICAL TEE'S OR OUTLET COUPLINGS ARE NOT ACCEPTABLE. 7. CUT-GROOVED FITTINGS ARE ACCEPTABLE PROVIDING THEY ARE RATED FOR A MINIMUM OF 620 PSIG WORKING PRESSURE. LUBRICATE GASKET ON ALL CUT-GROOVED FITTINGS USING A NON-PETROLEUM SEE NOTES. 3' SCO. 40 PIPING, WORKING LUBRICANT. -- h 8. SYSTEM FLOW CALCULATIONS ARE BASED ON THE PIPING SYSTEM BEING INSTALLED EXACTLY AS 3' VICTAUUC COUPLING INDICATED ON THE INSTALLATION PLANS. ANY PIPING CHANGE IN THE FIELD MUST 1 RKE PRIOR TO INSTALLATION. BE APPROVED BY • FACE MOUNTING SUR oNE 1 HVAC ROOM EQUIPMENT LIST CLG. HT. 14.'-,,i" 2 70-090-723-1031-04 2 1000 LB. CYLINDER W/723 LBS. OF FM-200 �8470-083-380-1031-04 1 650 LB. CYLINDER W/380 LBS. OF FM-200 6S APPROX. (2e 70-086-280-1031-04 1 375 LB. CYLINDER W ?_ APPROX. _ V / 80 LBS. OF FM 200 �-- 20' O.D. --- - — ; 70-1310, MOUNTING STRAP (13 70-081-136-1031-04 1 215 LB. CYLINCE-4 W 136 LBS. OF FM-200 GENERATOR SHOWN THUS. _ ROOM 80-062 2 NOZZLE, 3/4" - 180' mg -�- 80-_065 2 NOZZLE, 1 1 /2" - 180• FLOOR 80-054 1 NOZZLE, 3/4" - 360' P10G0 CHANNEL UNISTRUT X80-055 7 NOZZLE, 1 " - 360' SHOWN THUS. (BY OTHERS) 80-056 1 NOZZLE, 1'1 /4" - 360' - -==— — _ -- — --r-11`L-- --- - - - - r - i� — 1 NOZZLE,Z Z l_E _ _ --- --- TYPICAL 61 .. ----80--058 ,_2 iso - 4U N Tl G DET- -AI� 80- -�--- r-- FOR 70-083. ,5501 LB. CONTAINER _ 068 10 NOZZLE SCREEN ASSEMBLY, 1 /2 " 02-3644_ 6 SIGN, FM-- 200 MANUAL PULL — 02--3645 6 SIGN, FM-200 DISCHARGE_-----.-----_-.- - ISCHAF�GE NEW 0 R , PLAN __- F M 2 0 0 S Y� T E M - ---- --- - _ _ - - -- .- _ �----_ SCALE. 1 8 1 -0 - 02 -3646 6 SIGN, FM -200 CAUTION ITaI PUTT tumm QTY DESCRI►TIOM MATERIAL IAw A'�1 oen1.M. al � Ca�atl.n a� d r1r,d w ��eft of tm 6 w --nI , �.ww . hnnl nhtlwwy a w 1, a is �, ® «IM•r�1 �wvW Iwrwn M.n rti. CaP.rsMan. n* r..q w nal to M w/ ftr wT so.wp. SII ft Oa f AMw r a,pw mw a+V d,M. • M /� nw b dwr* 'NMa —d 11 .M W*&Wb a11Aa�l ar �osrwL M Y b be CORPO}tATlt�l ' K d y.^ rgrwl @C6 aY -- nTu UNLESS OTHERNSE SPECIFIED `*"AL cu'T N-S TAR Flu 200 SYSTEM LAYOUT FINISH ALL OVER A � SWITCH FACILITY TOLERANCES CEC c FRAC? V/33 AM 23' DSPRINT VENTURE / TIGARD,UR «. ni t.03 5 A ', 7 REV 1= l-J10 A q DMR. N0. `!�� Q aIIPTIDn REw�oNs ECN DATE SY/APPR/APPR BREAK CaRNER, .15 MAX A W tSA D 06370 I N 0 8 — 2 0 0 1 COPYRIGHT OR O i t. sr FOM COIpORA noN. ALL RIGHT] RESERVED 01 a MAA. RADIUS A A S N 0 TE(} 0 8—2 001 C snEEr 3 or 4 Cascade Blvd, 10799 13"P 96.0172 BUP 96-0298 (Fire)MEC 96-0087 3 of 41 I i If this Its. rice appva'-s clearer (11,1111 the document, thc: document is of marginal yua':ty. fill III.11 IIIIIII11111IIIIIiI�Illi► . I�IIIII��; 24X ..i IIli11 t l��a�i r I F.. �t1i�f111 IIIIIIiII NIIIIIH IIIiINIIIIININIiIIIIIIIIII (IIiIIII1111iiIIIIIIIIIiIIIIIIIIIIIIiiIiIllllllilllliiiillllillllllil I+rlfilfl (iU�liil K. pill�rtl i jSOMEIR& 11 NOT TO SCALE 2" .,' 0., I 0 TRIC # _ SWITCH ROOM 3" t 5'--4" N AAI IF NOT TO SCALE 0 2" x O' 6` 1 62 lbs. ` 3 ` I � 2 3" x 12' -4' , 16 �Qzzl4-!Q - 2" x 2'--0' 179 lbs. " 1 `- 179 'bs. \ ' 1/2' nozzie screen (PN 80 --L)(38) 2'-0" - f 2" x 0'-6 NQIzI� t o _3" x 25'-0" 2" x 6' 0" 11 h �® 2' x 2'-0" N_41Z1E jC ( 7 a 62. ts01 . <�- 2" x 0'-6"-�, I ( _42 Ib%, 2" x 15' -0* -- 1" x 1'-6" --2" x 0'-6" 3• x NOZZIe 1© r 7 62 lbs. F� �,,��`k`� _� 19•, 2" x 14'-0' (`J v,r ti. '`.© -1" x 2'-0" x }_ 7 .. 1 li-�� 4`.� 1u .l U dS1ZZ!!_lE ` 2 1/2' x 11'-Q" �-^� ''�` g x 0' 6 X62 Ibs� 2" x 1$' 0" O ®� tea. © �•-1" x 2'-0w 179 lbs. }, '�•'� O \\\ -3 x 4 -2 } , - 11' -Q• / :=< ® X 2'-0" - �- x 1'-6" PIPE NETWORK SCHEDULE 4k -- ` � 1/2 x 15'-Oft \ 3` x 4'-2' » Ns�zzle I@ 1 SECTION PIPE Nozzl• 1 1�?1 �2 / 5 ! » " 1 x 1'-6 -� © {� �2 Ib`�, „ (D 0 START END DIA1r1.ISO SEC TION END t7g ibs. 1 x 21-00 Nozzta 1A / 2" x 6'-0"„�// Ilk" .01 2% x 14'-0" 3" VICTAU �1 0 1 3' UC UNION 179 lbs. / --- 1 1/2" noizle screen (PN 80-068) ®� � � `� '� 1000 Ib. container fill 1 2 3" 3' - 90' ELBOW ed w 2" x 2'-U'- - __� __2 3 3 - 90 ELBOW ' 1" x 1'-6. \ » N 70 9�lbs,1E 11 - }^ with 723 lbs. FM-200 _-_�,- �,� 3 — -1 2 x 0'-6' 1" x T-00 ` - 3 4 3" 2 1/2" X 2" X 3" TEE / 1000 Ib. container filled — I -- » -- / with 723 lbs. FIS-200 < �, @� ! . 4 5 �- 1 1/2p nozzle screen PN 80-068 - - -------- . � �.._. - -' ___ 2 Y - 90' ELBOW 5 6 2" " r w ( ) -% 2" x 2' -0" -- 1 1 1/2" nozzle screen (PN 80-068) 2 X 1 X 2 TEE W _ 6 7 2" 2" - 90' ELBOW � " � SM 1 x 1 - 7 8 2" NOZZLE 1A:-80-058-3594 6 9_ 1" — 1" - 90' ELBOW 9 10 1" NOZZLE 18: 80-055-2055 4 11 2 1/2* 2" X L" X 2 1/2* TEE 1 1/2* x !'-0* 11 11 2" 2" X 1" X 2" TEE ----_-_- - NU ' 1/2" x 3' 0" 12 13 1" - 90'-ELBOW---- --- 4�-� t �,� r' 2 13 14 1" NOZZLE 10: 80-055-2420-- - O7 ; Ox O 'f:o z_ I 1 A ��' 1 1/2" nozzle screen PN 80-068) 12 15 2" _ 2" - 90' ELBOW i x x 142 lbs. -.\ _ ---- ( � 15 16 2" NOZZLE 1C: 80-058-4062 ISOMETRIC #3 — HVAC ROOM r " » 3/4" x t'-3" - \ 11 17 2 2 X 1 X 2 TEE NOT TO SCALE 6 2" % 8'-4" - ® 1 1/2" x 2'-8" 3/4" x 1'-0"--- 1 L 17 18 2" 2" - 90 ELBOW_2 x 12 -0" -- 2 1/2" X 2 -0" 1 117'- 18 9 2` NOZZLE 1E: 80-058-4062 --- /2" x 17 20 1 1 - 90' ELBOW 2 � c� �� \ 20 21 i 1" NOZZLE 1F: 80-055-2380 Nozzle 1 Y X12 0 - 1 3" 3" ACTAUUC UNION T_ —O 375 Ib. container filled 1 2 3" 3" - 90' ELBOW 142 lbs. til 1 with 280 lbs. FM-200 7 f. �J 0 } �_ 2" X 10'-0" 2 3L 3" 3" - 90' ELBOW 8'Ile 3 4 3" 1 2 1/2n X 2" X 3" TEE Nozzle 1D \ t t/Z' nozzle screen (PN @ -068) _-----2 x 2'-0 - i" x 0'-6" ,r' � w w 4 5 2 1 2 X 2 X 2 1/20 TEE Nozzle 1 A \ ` 0 2" X 1" " 2" TEE 4$ lbs. _ .x�,` -- -- 5 6 - 94 © 73 lbs. 5 2 --- -- — 1 " 2" - 90 ELBOW 2 1/2" x 7'-0" i" x V-6" 2" x 2'-0" 7 8 2" ^ NOZZLE 1D: 80--058-4062 6 9 1" 1" - 90' ELBOW _ 1 � 9 10 1" NOZZLE 1A: 80-055-2380 1 6 1 1/2" x IS-O'0" Nozzle 18 5 11 2 2 X 1 X_ 2_TEE 3/4" x 1 0" 1 1/2" x 2'-8" ISOMETRIC #4 — J.RANSPORT _ 207 lbs. -- _ N .0 SCALE ,9 �� 11 12 1" f" - 90' ELBOW 650 Ib Ihs. FMne, filled 12 13 1" NOZZLE 18: 80-055-2460 " © � -,♦ with 380 IGs. FM -200 _ 11 14 _ 2" 2" - 90' ELBOW 14 15 2" NOZZLE 1E: 80-058-4040 2 -- _ 4 16 2" 2" - 90' ELBOW • PIPE NETWORK SCHEDULE t6 172 2 x ' x 2 TEE PIPE 18 1" 1" - 90' ELBOW - -- 1 1/2" x 9'-6" _ \�� C- 1 1/2" nozzle screen (PN 80-068) ISO SECTION PIPE SECTION END 18 19 1" NOZZLE 1C: 80-055-2055 NO. START END DIAM. 17 20 2" 2" - 130' ELBOW #4 0 1 3" 2" X 3" BELL REDUCER 20 21 2" NOZZLE 1F: 80-058-3594 2 2" - 90' ELBOW 03 0 1 3" 2 1/2* X 3" BELL REDUCER 2 3 2" 2" - 90' ELBOW _ ----,___ 1 2 2 1/2 2 1/2n - 90' ELBOW _,9 3 4 2" 2" X 1" X 2" TEE 2 3 2 1/2" 1 1/2" X 1 1/2" X 2 1/2" TEE Nut' 215 Ib. container filled '�� _ N 7 �, _� 4 5 2" 2" - 90' ELBOW `` �� BASE with 136 lbs. FM-200 � �_ � 3 4 1 1/2* 1 1/2* - 90' ELBOW - - ---- \ ILI 1' 1/2" x 4,-9" 5 6 2" NOZZLE 1B: 80-058-40624 5 1 1/2" 1 1/2" X 3/4" X 1 1/2" TEE � � 4 7 1» 1" - 90' ELBOW'S/4" x 0'-6"- 8 4 7 8 1" NOZZLE IA: _._ ---._-- 5 6 3/4" -3/4" - SO' ELBOW _.--- r � �'�, -.-- t 1/4" x 1'-6" 80-055-257Q NozZL4_1A } 6 7 3/4" NOZZLE 1F: 80-062-1590 ( ( ) lU M5 0 1 3"� 1 1/2" X 3" BELL REDUCER - 5 8 1 1/2" -— 1 1/2" - 90' ELBOW - 1 � I 35 lbs. - - - - 1 2 1 1/2m 1 1/2" - 90' ELBOW NOZZLE 1 A: 80-065-2900 3/4" x 1'-0"- 1 1 1/4 x 2'-0* " _ — ---- 8 9 1 1/2" — - 2 3 1 1/2 1 1/2" - 90' ELBOW L_ 1 1/2- PIPE (TYPICAL FLAW NOZZLE SCREEN J� 3 4 1 1/2* 1 1/40 X 3/4" X 1 1 2" TE 3 10 1 1/2» 1 1/2" —»90' ELBOW _` TACH 51nE) (PN 80 t09<) :� ® _y ,/ / E 10 11 1 1/2 1 1/2 X 3/4 X 1 1/2 TEE ---- 10 (PICA! 1 1 N ZZLF SCREEN (PN 80-0 d) O 1 4 5 1 1/4" _ _ 1 1/4" - 90' ELBOW — 11 12 3/4" 3/4" - 90' ELBOW INSTAATIQN Q�TAI�, ISOMETRIC #5 — POWER ROOM 101 lbs. 5 6 1 1/4 - NOZZLE 18: 80-056-22.80 - - - - --- --�---� --��-- -- 12 13 3/4 NOZZLE 1D: 80-062-1590 0 SCALE 4 7 3/4" - -`-` 3/4" - 90' ELBOW 11 14 1 1/t" - - 1 1/2" - 90' ELBOW 7 8 3/4" NOZZLE 1A: 80-054-1200 _ 14 15 1 1 1/2" — NOZZLE 1C: 80-065-2900 DE9CRIPTK*j MATERIAL WHERE NOZZLE SCREEN IS i0 BE INSTALLED IN SMALLER LINE �„�c� y � � � �� d raw c�,tk, d ,�, � � S►2ES, REDUCTIONS SHALL BE MADE USING CONCENTRIC BELL oma...ow -Wv of �+•e 1r. ft �b � �.•�•to "m ,�� w+4�++�t e,.�s.I n.san 1Fvn rn. c ip„►elYn r1d. ere.tn� r rn/ REDUCERS OR CONCENTRIC REDUCING BUSHINGS ON EACH SIDE to bo r,ew b ucr� wpm mor b co.y„l,r�w to awn. W �% mm" a h OF PIPE UNION. REDUCING BUSHINGS SHALL "NVT" BE USED W mor Its do" +hamw kmW h owe► proeucrr .It�t aw tMI ct n r to be Fcik4O ��„ ntr.d ser me � rsgm"4 a U" row* Tu uNl�ss OTHERWISE sPEaF�Ep p"'L� _STAR .� FM200 PIPING ISOMETRICS -� nNISN ALL OVER CEC A � � SWITCH FACILITY TOLERANCES SPRINT VENTURE / TIGARD, OR •� FTIACT t1/]Z ANG !]' Dw ■■ *.OJ 1 A ' aw !010 A 9 C MIT. 0 N0. RfV AA REV a ECA DATE SY/SPPh�APPR BREAK CORNERS 01s MAX X .e' !0' D 06370 I N 0 8 --- 2 0 01 AD"Ill Ns aR _ -- — COPY GHT a 1s-- 9Y r1KE CORPORATION. ALL RIGHTS RRESERVO �—� 015 MAX. RAMS A NONE 08- 2001 D *fft 4 -F 4 t nscade Blvd, 10799 6up 96.0172,B11P 96-0k9B IFue)MEG 98-0087 401 41 If Ii-is police altpe:rrs clearer (11,111 the tlocumenl, the documen( is of rnsu-l;itud qu,011y. ��+IIIi��l��f � � : � . .• i�'��I�,II�I� fil24X C D ,Ilt '�i111►lilll�I�I�'i tai {!f��lillllli IIIIIIiII IIII�NIIIIIIIIIIIIIillllllll IIiiIIIIIIiIIIIIIIIlI11111I11 III;IIInInIiIIln�nillnilmnllll�ulil��I III�Itt��' .aih • +� O • • D+ + O + N N C AUX c- 48 ® 9 i O S 0POWIM s- �7 UO YOOIL � 04 • � • O 0 0 YODIAF DT-• 9�T-7 ® 2 - 120 • ateSLOT- •� o s • D+ •� O A 3 139 7 C+ •�� O dRW1T C3RCUIT 7 14 SC I S E) S w YOOULE • �� • 7 1719 SWT-4 DoT _,� r 18� • 0•c) O + • • O • 1 199 c- 418 OU TPU T/ 1() M o CJRMIT � 0 TPU T 6 . " 000 M •U o Y°i0U i � • o • • o 0 000 SLOT-4 .aT-3 • o C L-A . L-P NALOG 0 6 � OUMT ; c C>GIIYUlIIt;ATi(kl 0 5 ® o A • O • •MODULE G"A a YOt)IJIE • + — + — 10 4 0 n � o • I I 2 O O I I OAAMA PEXf AIaRY Otrr�K I I + Nw suPonRsoRI I + Y I 3 NEXT TMMLE • I IMI LOCATE I I m Ks ®swat O =iy I StrAft PORT ®UD ow L--- --crxn u" G H N O ® O O O 1 10 --047 - 1 . POWER SUPPLY ENCLOSURE LAYOUT • t4b obJPPt El1QiTA1 SIJPPLf3UE.vY'►:. RELAY RELAY MODULE MODULE • m 0 aoT-� DoT-s • iib • • © d • 9UPPLEIAENTAL SI P1PLEMENTAL — 8 �b „�E .fib LEE $ Q1 10-201-E4 1 INTELLA-SCAN II ENCLOSURE. 4 BUSS • ® Fill Q • O 10-2.111 1 ENHANCED CONTROL MODULE YAiT-� 1rDT--3 • ® .fib • • .fib • 30 10-2110 1 POWER CONVERTER CARD R"LDXNSUPRIVENT rb TAS t4bb RRG �► AY10-1775A 2 BUSS CARD MODULE Mao(aLE �b •� �5 10-2101 1 ANALOG COMMUNICATION MODULE • © 10-2095 2 OUTPUT/OUTPUT MODULE cm 1 C.� 4 7 10-17946 r• 46 MODULE o 2 10-1796A 6 SUPPLEMENTAL RELAY MODULE 0 10--19858 1 AUXILIARY POWER MODULE 1 0 — 2 01 -- E 4. I N T E LLA — SCAN 11 10 10-047-1 1 10 AMP POWER SUPPLY W/ BATTERIES _ ----- rmo I FAIT wlIMa MY 1 4 BUSS ENC L O S U R E LAY O U?r aft •w.•. mw. w 6"I•f.w• PNWNWT bemuse" of Fwa a,,.w. « da e4N% GM pwgbm wr wa A 1 aha dome .ter 4 IIr1 ti U a0 �r r..w wrre9� , ® ®49 M�rrwYr.f M a�M �� 1 11rar �/M OnNrMra� 1� IwMrr � � bMmmarw~torr' - Wa aromm"br•1-- ow��6rMar M "W10 411211111P111111111111111M aw 0 AWN«mow .IDM v WMW aw...k It 1b M be I1QI Froftmwm *POWs #"a~ wm 010 Iwo fees" 9. W" �" ------- .. N-STAR >r� 11NTELLA-SCh,N II SYSTEM LAYOUT ENCLOSURE/MODULE LAYOUT 5125/96 TYPICAL STV SITE W/ 7 DETECTION ZONES ISM OLl4�ta1 OUR f' 0 06370 SKF 11 184 — OWN aanw.R • I* — n rw CO'MUfleK Au 0 ft INIMM NONE SKF1184A man 1 c. 8 Cascade Blvd, 10799 BUP 96-0172,BUP 96-0294 (Fire)MEG 96-0087 5 of 41 If this nolice appears ,clearer Than (he document, the document is of martlinal qual:;y. irl�I III iL a-%*, � ; ; I - II�IIIIII _ II 1 � � � IIi I I24X iIIIII41;GII , `If N, it f411llllll;Il!IIIIIIII111111111111I111!11111111111111111�III1111 !1!111111IIIIIIIIIIIIIIIIIIIIII111I11111111111111 IIIA�tl 1luhnl �t1' � i 10-1794L 4.B CIRCUIT HODLII F1 _ 10-210L. ANA' 0151 COMMUNICe r1LL�� L REFER TO FIKE INTELLA-SCAN INSTALLATION L OPERATION MANUAL. ALONG L REFER TO FIKE INTELLA-SCAN SYSTE?N MAA (PART 106-100), ALONG WITH DOCUMENT 106-035 FOR INSTALLATION GUIDELINES L INSTRUCTIONS. WITH ANALOG COMMUNICATION MODULE MANUAL (DINT OM-095) FOR I —0 A4 21 vpc 20K, nV. EM.. I SPECInC INS TAL.LAT ION GUIDELINES AND INS TRUCT E NS, p.. SPS 2 CIRCUITS MUST BE WIRED IN A STYLE 'B' CONFIGURATII�L D# UNASSIGNED 4`. SUPERVISION 1S BY MEANS OF INDIVIDUAL. DEVICE RESPONSE. 10 A,- �WXIUARY QIIPUT ,� �. En� c_ � 3. REMOVE THE 20K, .2SW E.C,L. RESISTOR FROM THE MODULE AND INSTALL AT O *+ �4 _vnc C+ �u�D THE LAST DEVICE TO INSURE SUPERVISION. wlxtNUM WIRE SIVE FOR WIRING TERMNALS IS •14 AVCS. MIMMl1 •18 AVG, 300 V, 1030 V IRE. ~ AUXILIARY >+- P I 4. MAXIMUM WIRE SIZE ACCEPTED BY TERMINAL BLOCK IS 14 AVG. 63-423 24VDC �• � _ I ,nV� E1]1.. N LWASSIGFED SELF-CONTAINED z- AIJXUJARY OUTPUT 4. REFER M ABOVE NENTI11E.D SIAL FtYt MAXIMUM RESISTANCE OF ANY DUCT DETECTORS A- _17ARL- S. STRANDED VIRE ENDS MUST BE TINNED„ SINCLE ACMCIRCUIT. (SE'E SHEET 104 OF 6 D+ 24 VD(' AA UNASSIGNED 3. CIRCUIT MAY BE WIRED AS NEPA 72STYLE 04' OR STYLE '6' SIGNALING FOR VIRDyG DIAGRAIU I AtlXILIARY OUTPUT 31 `' � t-n1 ID-17942, 41 MTI 6. REFER TO ABOVE MENTIONED MANUAL FOR TOTAL CIRCUIT RESISTANCE. LINE CIRCUIT, A.P �, DESIRED. STYLE 6 DNG TYPE VIRASSURES THAT AN 1a--1985. ALIx�ARY POWER MMA�' ALARM WILL BE RECEIVED FROM AhY DEVICE NIH THE CIRCUIT EVEN VITH I i I 7. EACH CIRCUIT MAY BE CONFIGURED AS AN INPUT OR AN OUTPUT CIRCUIT. A SINGLE OPEN VIRE. SLOT 8 SLOT 7 S. ALL CIRCUITS ARE POVER LIMITED. RATED FOR 24 VDC AT 1 AMP. 6. D4Pft!I3PER MSTALLATMIN OF THE "L• ANMD PC* VIRES VILL CAUSE A SHORT. - - - - - 9. OUTPUT CIRCUITS ARE POLARITY REVERSAL TYPE, POLARITY SHDVN IS FOR 7. PARA+ t E 11�R/1NCHIN G 'IS' ALLOVER WHEN ACM CIRCUIT IS WIRED WITHOUT - -- --- - � - - - - � - REDUNDANT V DRDdC� NORMAL 'SUPERVISORY' MODE. SLPER VI SED STRODE 2%20K 2sV, E.�L - B , . B o- NAM L�AN� n `� I 2 25v, E.DL. o- I a ANY STRANDED WIRE USED SHOULD BE TIfiED TO AVOID SHORTS. S. THE AC" HAS A VIRIM JUMPER LOCATED ADJACENT TD THE TERMINAL D+ UNASSIGNED XWC IT SHAD BE USED PER THESE WIRING CONFIaRATMq& sRvi SE D S/How+ _ B - B c At Amt�- ALABlL nALL s DI tcx SUPERVISED S/►[1�N _ 4 - 5 ' 6 C- ALARfI II c'M 2s V. E.O.L. ALL ZONES2m 23v, Elli.. - �+ ZONES 4, s L 6 19-1985, AUXILIARY POWER DISTRIBUTION MODU F1 JUMPER m NO REDUNDANT WIRING c� JUMPER REMOVED WITH REDIJFIDANT WIRING �- ' i Al-AANt► II nISCH �' gtSr„�ARr'.rr I. REFER TO FIKE INTELLA-SCAN INSTALLATION L OPERATION MANUAL., ALONG i suP�xvlsl=D s nt�+ o- ALL u�r+Es I a,PE�tvls>m 1 sT� _ 3 _ 3 M - mM�E 3 I WITH DOVJMENT 106--037 FOR INSTALLATION GUIDELINES L INSTRUCTIONS. 20K 23 V, E�1 r �►- ALAR}. L AL Aaw n L DI SM EDL• M -AiI11.l 21=05L_ SUPERVISED BELL A' ALL MINES SUPaVISED S/Mlym M jNL. 3 2. MAXIMUM WIRE SIZE ACCEPTED BY TERMINAL BLOCK IS 14 AVG, 20K. 25V, EAU. B B 10-1794P� 49 Mfli1Lt1 20K, 23W, EXIL. 3 3 10-179411, 42 NanuNf 3. STRANDED WIRE ENDS MUST BE TINNED. 10-2095L-OUTPUT CIRCUT MOD jl F i I I I 4. REFER TO ABOVE MENTIONED MANUAL FOR MAXIMUM WIRE RESISTANCE BETVEEN L REFER Tn FIXE INTELLA-SCAN SYSTEM pW r,_ (PART 006-100), KONG SLOT 6 SLOT 5 AUXILIARY POWER DISTRIBUTION MODULE AND FIELD DEVICES VITH OL;+PUT CDRCUIT MODULE MANUAL cDCCtXENT /06-091) FOR SPECIFIC - _ - - - - - - - DCTM-LATIOW GUIDELINES AND DaTWXTIONS, S. WIRING IS NOT SUPERVISED. L ALJ. VOU NG SHOWN IS 'SUPERVISED', SLP£RVISFD TRIIB£ 6. CIRCUIT OUTPUT RATING IS 24 VDC AT 1 AMP. 2 t g IN AXIF1 y SIZE FOR YT12DrG TERMQNALS IS 014 AWG, I _ -. 2 I 2M 2Td, Flu - lY- nISCbAR:G ZONE 2 n- 4. REFER TD ABOVE MIENTICI ED MANUAL FOR MAXIMUM RESISTANCE OF ANY SUP£RVISVIO S/HO NI _ 2 _ 2 C- ��-1 L Icr tF__ ♦ �N�BE_ i IMLE CIRCUIT. 01'., 2 .25V, E_Od.. C. ZDE 2nawLsic. 1V. "1 11, UNASSIGNED S CV=ITS MAY BE WIRED AS NFPA 72 STYLE 'Y' OR STYLE Z', AS �- IIISCHARt'� n+SIRME _ I DESDRED. FOR CIIZ=TS WIRED STYLE 'Y' LYSE FIKE E.OL RESISTOR SUPERVISORY E�1 - 1 - i !• ZONE 1 I SUIPERVISED AGENT A� i P 3M FOR CIRCUITS WIRED STYLE 'Z', NO EAL RESISTOR IS Ar ALAN?M_--.II L Din_" ARGEF RELEASE MODULE �► AGENT RELEASE SUR£>OVISED S/HO<t!1 _ _ A• ZONE 1 (P/?* 10-1832) A'' ZONE 3 6. OUTPUT CIRCUITS ARE POLARITY REVERSAL TYPE. Pa.ARiTY WANN ON 20K 23V, rn' - I 1 -,-10-1794B. 4B MOMLE 121AA# MCMULE IS FOR 'ALARM' MODE. ---' 1Q-2Q9'S. C1ITPl1T/tXlTPiIT Hl�Dll£ I I I 7. FOR PROPER SUPERVISMK PARALLEL BRANCHING IS -NOT'' ALLOYED, LOW P SWITCH IL TM CIRCUITS ARE POWER LDQTED. THE RATING IS 24V DC AT 1 ANP. SLOT 4 �LII.L.� 9. REFER M NATIONAL ELECTRICAL CME, NEPA 74 F13R ACCEPTABLE VIKING INETI = AND MATERIALS. LOV PRESSLVE SWITCH � I SUPERVISED AGENT M REI FAf' _-_----__-__. 0 L-A RELEASE MODULE f. tPM 10-16321 ZONE 2 L-P �• i C-P ( SUPERVISED AGENT A- REl F_ASE RELEASE MODULE A+ IONS 1 �- ——————————— C-A (P/TM 10-1832) 1 I 1 I J OUTPUT/OUTP'UT hLA TIDUL£ I i Ifs _AI�L�i�L�liM..S�TIDN !E I - LOW PRESSURE SNITCH1 � SEE Prw^JEC SPEGlFICATDaNS FOR SLO.L2._... I SLOT 1 REDUICIAKT WIRM L-----------------------------------_.- ------ ------ - --- ----- - I -- -- --------------------- ---- - -- - ---- -- -._---- -- _-_.-- -- -- ----- --- --- -- --- - .----- --- -, � I I 'ESDA E70-D ALARM/TROUBLE CONTACTS DUCT �TO I I I I 20K 1/4W E111- 24VDC PRE-ACTTON I I THERMAL DETECTOR PRE-ACTMN PRE-ACTION PRE-ACTION WET PIPE VET PIPE PRE-ALARM I PRE-ALARM II ALERT TROUBLE 63-OM PHOTOELECTRIC MANUAL ACTS "ORT SYITCH MANUAL rs V/ 53-W ADDRESSABLE �"� V�� TAMPER VATEk FLOW LDV AIR PRESSURE TAMPER VAT" FLav I 1 CONTACTS CONTACTS CONTACTS CONTACTS SElam SHI THUS CONTACTS CONTACTS CONTAC tS Tlta11 -� SASE, SHOVH THUS ALARM CONTACTS ALARM CONTACTS ALARM CONTACTS AL-AQM CONTACTS ALARM CONTACTS 1 20P�„ 1/4 V E.01. 2990, 1�,V E�1. 2OK, V 4 v E11L 20K, 1/4 V EI1L. 20K V 4 V EAU. 20K 1/4 V E nA_ 20K 1/4 V E O.L. 2010, 1/4V EXU_ 2016 1/4V IrJ L ECK, 1/4V EXU_ 2OK, L' V E.OLI F %W20K, V 4 W E.DL I I tttis� I ' -- -_ I I I � -' _j I L C C L L C C L L C C L L C C L L C C L L C C L L G C 1. L C C L Jm L C C L L C C L L C C L L C C L L C C L 55-02 53-012 53-012 33-012 33-012 35-412 33-012 33-012 ADDPrS1A� AnDRrT5A�,_, AD TSA .E ASPMSSA�_ ADDRESTA c ADDR�_c" _ •naKTSA8LE �nD ESU c SS-007, SOLENOID DlffPilT ►QDIILI: 33-012 33-OtZ ss-Oi2 T3-412 I 2 .r DnQccc♦ c An>er�ct,>d C nDa�LS�l�_ ILLI > mL f _12 uT tcu1 FE-_ ?N IT_M111M A r INMT 4001 r �tim Ma ■ I1PU? r[]eti c _INPUT Mr�riLl -1meuT„ nl■ INPiJTDlLF _� m ►war NA� MA 17M .��1.L A T I 0 N NOTE, w �j wrMl 0 6 w�.04 ��Ii..�w� • • DW Pe+NS Of 1r 00#RM1 M/Ow 60400 "M IY 0WOwM1a 10 !1061f IN DO THE INFORMATION ON THIS DRAWING IS INTENDED TO REFLECT TYPICAL SITE CONDITIONS. EXACT vEVICE QUANTITIES, "to;'ft;;,be""s.;, mow. ` w ,: . ',;;'isw ,►t,a, LOCATIONS AND PANEL CONFIGURATION ARE BASED ON ACTUAL SITE REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY ra.w WO. NO bM.wMK ...wr..L . INTELLA-SCAN II SYSTEM LAYOUT OF THE INSTALLING CONTRF.r TOR TO CONFORM TO SPECIFIC SITE REQUIREMENTS, AS WELL AS ALL NEPA AND LOCAL N-STAR BUSS CARD CODE REOUIREMENTS. � #1, FIELD WIRD 25/96 TYPICAL STV SITE W/ 7 DETECTION ZONES anew a>R r•/ vwD 0 6 3 7 0 � •� +o SKF-- i 184y� co►*+.oR O 1$— r►na ecort""m Lill OMNI pruwt" Cascade Blvd, 10799 -0298 (Fire)9MEC 96-()0137 966 al 41 If thv, police appears clearer 111,111 the document, the document is of marginal quality. Pt g1II11IFfj,t11 T111 111,119ililill 11 Jill24X 1111 I. N - iilll�i ntll I Ij ' 21 i., C D � I'lilllif�;lll IIIIIIInIInl+llilli111(III111111�11111111�111Illlll�illllilll�flll{IIII�IIIIIIIII�IIlIII!Il�lllllllll�llli IIII�i�3l.rlllilnilil 11i1t I ------------ i . i I (SPARE) c I 10-179f�A�_�.UEPLEMENTAL�RELAY MGDULE1 (SPARE) l ..SPABE mt _. -- I Ka ma UNASSIGNED L REFER TO FTKE INTELLA-SCAN INSTALLATION & OPERATION MANUAL. ALONG Ka UNASSIGNED CLOSE ZONE 3 SUPPLY/RETURN AIR ax AL ARM II VITH DOCUMENT 006-036 FOR INSTALLATION GUIDELINES L INSTRUCTION& ICCm - - GRILLE (INTERFACE BY OTHERS) we ZONE Km "SSIGNED K -� (SPARE) I Z MAX" VIRE SIZE ACCEPTED BY TERMINAL BLOCK IS 14 AVG. I - � -Sem- I SHUT D13VN ZONE 3 EXHAUST FANS) trt ZONE 3 C`PARSKIM UNASSIGNED (INTERFACE BY OTHERS) Ma c� � � ALARM It 3. STRANDED VIRE ENDS MUST BET -�� __ tit UNASSIGNED SHUT DOKa ZONE 3 VN ZONE 3 AIR HAFIDI.ER<S) 4, CDNTACTS� SPOT 10 AMPS It 30 V= 240 VAC.. KcSISTIV (SPARE) -�E- (INTERFACE BY OTHERS) I 7 AMPS ! 30 VDD 240 VAC. INDUCTIVE. I I S. ALL CONTACTS ARE SHOVN IN THE NO2MAL. NON-ACTIVE POSITION. SLOT 6 S ❑T (SPARE) I (SPARE) CCK '�PARE - -- COL •- Ka UNASS IGNE D A UNASSIUNED -SPARE CLOSE ZONE 2 SUPPLY/RETURN AIR i% ALM KQ UNASSIGNED II (SPARE) GRILLE (INTERFACE BY CtTHERS) � ZONE 2 �Ka I COL MAN 11 (SPARE) tWc UNAS�SI�GNED SHUT DOVN ZONE 2 MAUST FANS) ZONE 2 (INTERFACE BY OTHERS) AI ARM II -ALARM I KC ZONE ? zow 1 SHUT DOWN ZONE 2 AIR HANDLER(S) CLOSE SNITCH RC1M OUTSIDE AIR INTAKE DAMPER(S) (INTERFACE BY OTIrEIM ( . (INTERFACE BY l THERS) - I I SLOT _ —101T -3 I I ux - � - ANNUNCIATE FM200 'ALARM 1I' SIGNAL Kr_ UNASSS�ED ANNUNCIATE 'ALARM II' SIGNAL f UK-ASSIGNED TD REMOTE SECURITY SYSTEM —a�_ TO REMOTE SECURITY SYSTEM RM TI (INTERFACE. BY OTHERS) � ZONES L 2 L 3 (INTERF ACE BY OTHERS) ;ONES I ca►a ' -ALARM�- ( ANNUNC ATI E cM200 'ALNtM I' SIGNAL. ZONESSLL 2 16 3 i ANNUNCIATE ALARM i SIGNAL ZONES 4 10 TO REMOTE SECURITY S*f STEM T (iNTE ACE BYC OTHERS) ST> 1 CCK tt?fillA�E (INTERFACE BY OTHERS) ZONES L 2 L 3 ZM4ES 4 — 10 ANNUNCIATE 'TROUBLE' SIGNALANNUNCIATE FK200 'TROUBLE' SIGNAL I I TO REMOTE SECURITY SYSTEM I TO REMOTE SECURITY SYSTEM (IMTe.RFkL:E BY OTHERS) (INTERFACE BY OTHERS) S nT LOT 2 - — — — — -- _---- INSTAL I_ATION NOTE1 �' ` ► S INTENDED TO REFLECT TYPICAL SITE CONDITIONS. EXACT DEVICE QUANTITIES, nay �� '��'b pp101"°' w THE INFORMATION ON THIS ORA» 1.�C I ANL CONFIGUPAT;ON aRE BASED ON ACTUAL SITE REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY �• .w•� ''V"""'" '"'"°"""`"" '' ''"'` • LOCATIONS AND PANEL �� ~~ ~ ❑NTRACTOR TO CONFORM TO SPECIFIC SITE REQUIREMENTS, AS WELL AS ALL NEPA AND LOCAL �""'""" pwmap ft�wmomaw ft mm" ' `"� "°°'"°`"' '�`I' "' OF THE INSTALLING C �~d��~��_��+~�~� ��rbe ' � M!o CODE REQLI'-IREMENT S ....r �'~r•.• ..+.. .IL am "u INTELLA—SCAN II SYSTEM LAYOUT N STAR"INKBUSS CARD /Z.. I,10-D WIRING TYPICAL STV SITE W/ 7 DETECTION "LONES VOL "a I� w -- - !1 06370 SKF- 1 184 NONE SKFI184C "* 3 w wil, amwou mm AL MGM PEW" Cascade Blvd, 10799 BUP 96-0172,BUP 96-0298 (Fi-e)VIE .96-0087 7 of 41 If this police appears cle;u-el. (11;111 file document, the document is of marginal qualay. _: _ . . I' �ji�lEt�l �1�IIII��t�. ��'� l►�l(rJt I�I�IlI�I�I�I il, li�l�l�l�l ISI{1�1�1,,1�1: . 1�� 1�;� l�i�E l�l11 I IT� I{�II11 H�111i11 Nt�t� .„��I� 111141111 IIIIIIlI1I11IIlIIIIIiIIIlIII1 IIII�IIIIIIInIIInIIiI�IIInIIIlllnullln�nllllnlll�illillllll�Illlil{III! Ilnlliil Ilil�tlll tll � 24X�Ilil�,rli 0 V 0 O I i YEW?V FIELD VIRINCA BY OTHERS. VWTE (SEE NOTES)-- GREEN WHITE 9 2. 12 USS RD I1 3 rNc 14&— t — S --} 15 1 . _ i — POWER St EPLY WIRING NC]TES 6 16 -f---- t!. .CON *e t�1 pi L FOR MTALLATIM STANDARDS, R£FER TD WPA 72A. 7 A 178 2 REFER TO THE INTELLA-SCAN II INSTALLATM4 KWjAL FI]R FURTER 7 19 I J ALLA TION INS TRf.1C T04& 9 i9 10 ( Y a- SPECIAL CARE KAT BE TAKEN TO OBSERVE t TRANSFORMER — 11 I < 92 Fila P1 I 4. ALL S ALL FACTORY SGP "LIED VIKING OD IS CMM CED. AS V13VN ON DRAWING. BATTERY CHARGER BOARD W P2 I S. FACTORY SI,PPLMD vIRING HARWSSES DM:L M O LI 1d-t923 - YELL13V BATTERY JIVER VTRF (2 ) I 2 I 10-1924 - VDUNG HARNESS FROM BATTERIES TO SATTFR7 CHAR= DOARD VER STRIP TO PflWER S pMY I 10-1923 - VUEM HARwM FROM AC DO I _ , 4 10-1926 - VTR M W'OESS FROM POM UNIVLY TO BATTERY CFURGER BOARD e` P4 6. REQUIRED WDUM SLppLjED VnM 10-ig2L ASSXDI,Y. PCC REDi�cac SLAM - —. • I I I ear RD RID YELLOV 9 to SLAM O O ( + — + CONTROL PAN Ft WIRING NUTEt1 L ALL FACTORY SUPPLIED VDt M SHALL =E0M TT3 NEC AR=XE 764 O ♦ouT -OJT12A/® I ALL FACTORY St#VtM VtRm SHALL 1!E COLIJt CODED BATTERY 12V Z BATTERY I OR SPAM CLDps �E REQUV1 D. VITH TWED ENDS 17 A/H 17 A/H ! 1 3. FACTORY SUPPLIED wMIM HARWSSES IN,CLUM Noel ALA1w 0111oe>vc 10-1917 - PCC M BUSS GIRD M1 I I G F7 MM � A tupawrm" I 4. FACTDtY ZED Rr1lXN CABLES WCUM O O I LQ port Mum" 10-1823 - FROM PCC TO BLISS RD •1 BL�oc =L..=Tz POWER SUPPLY Yt: IOV O O I =Uuff a I ENHANCED CONTROL UNIT I FIELD WIRING N[1T c. I 12V 17 A/H BATTEFtIr' 12V BATTERY W I I. �� K'`�'' TW BATTY �+"� I�aARD IN THE 10—d47-1 AND THE PCC iN of G H N 17 A/H ��+-S� Q TO BE FMA DISTALLED BY OTHERS. 4 O O t V1RM -BETVELAI THE BATTERY CHARGERR BOARD ARID THE PCC SHALL MWCM TO NEC ART1CL7" t I I 3. VIRE SHM-L BE 14 AVQ4 19 STRANDS I 4. ALL ENDS TO B'E STRIPPED AND T1WED WITH SPADE CLDos WERE REO wxm 0 O BUSS CARD 11 S VIRE SWILL BE WN IN PRAY GROl1NDEL CoNVM VrTM TOTAL CONDUIT RUN OF LESS THAN 20 FEET. a-MATED IN THE SAME ROOM AS THE CONTROL PANE I std'-t s�t.QT'1 ! 6. VIRIHG TD BE CM Ot CODED AND P1tOPERLY LABELED. cm e cm •24 CM 44 Cal P1 10-047-1, POWER SUPPLY_ WIRING DIAGRAM / . INTE LA-SCAN II INTERNAL WIRING DIAGRAM nm "a"m a" e.wl�Jnr► is V"FO~Aft r Ipw"m NJA M nrnww�f M so#~ emF"ftow"m oft r 10 EllMwMf1IM�V�plrr• sww�dto•IrIII"ON i 'Muw• pr1 111r ft�R* low"go"M A�p��Art o r>�son" a r r M 710N �w Mwl 1M hll�1ta�r •"In Irfn► N—STAR VuINTELLA--SCAN II SYSTEM LAYOUT ---- -- POWER SUPPLY / BATTERY ENCLOSURE ps MIX 25/96 TYPICAL STV SITE W/ 7 DETECTION 70NES OAR 1 wf» wom mv- 0 06370 SKF— 1 18 4 oanw.R • >�, ..I" aatrlmmn OWN NOTED I SKF'1187 a+ 4 a 6 1 cascade Blvd, 10799 OUP 96-0172,BUf 96-0298 (Fire)MEC 96-0087 8 of 41 If this police appears clearer lhsul the (locumcnl, the document is of marginal quaf:;J'. VIII I I I - �jljljljljfll'� ( �1%� L 111'1 ><1.411 111�I �: � I,�J�I 11111111 1�I I I I I 111,1 I" I l i i III' 1 I I I I I I I f 11 11111111 1111 Illull titlh�tl I rll ( Jim�� '� I�iil�ilf(1111(fll 1111111(1 Illflllllllllllllll IIIIIIIII Iilrllillllililllll IIIIIIIIIIIIIilllllll.iilllllllillllllillllllHll 1111��I1 Illt�llll �: �. 111111 I i i 24VDC f QOM AUX. POVER MODULE (SEE SHEET 2 OF 6) l -A-1 I J @ © 0 44VI 120 I `� 40 , SELF—CONTAINED ' To AIR HANDLER CONTRaL CIRCUIT. DUCT DETECTOR —+�J (VIRINJ INTERFACE BY OTHERS) I ALARM AUXILIARY DUCT DETECTOR WIRING NOTES: CONTACTS L THIS DRAVING INTENDED TO SWV TYPICAL DUCT DETECTOR VIRIM DIAGR•,M AND AIR HANDLER SHUTDOWN WIRING. u to ro P. FIELD VERIFY AIR HANDLER SKITDGVN VIRM PRIOR TO INSTALLATMK CONTACTS 3. DUCT DETECTORS M BE INSTALLED IN ACCOUANCE VITH NFPA 72 AND NEPA 901` ( ALARA • C INITIATION I b C13NTACTS b IN FROPM ACM LOOP CLT TO ACM LOOP I L C C L 35-,Ot2 _ADDRESTP,Ift c 0 IPPV? p4LDL f TYPICAL DUCT DETECTOR WIRING DIAGRAM �noi owrt Mui■rift am► ooa�r� w>�K pd"•.r r r� �.r 1=0w pandw r.�r'•ipr r so"•w nwtw/ ENO w INA w�My o A�� •�A r t��•� N w M M MOO ��rL N—STAR *n� -N TELLA—SCAN II SYSTEM LAYOUT DUCT DETECTOR WIRING DETAILS TYPICAL STV SITE W/ 7 DETECTION ZONES "" �04�x •,r,,�rwt,w. 0 06370 _ SKF- 1 184 - _ _ oo.,�.n • +a� n nat aairex�tno� ,u woR. � NONE 5K F 118 4E ••:• 5 s g Cascade Blvd, 10799 BUP 96-0172,BUP 9G-0298 (Fire)MEC 96-0087 9 of 41 If this ,lolice appears clearer than the document, the document is of marginal quao;ty, j ilt!'�I-��t�(,► �It{t{►i� �1�1tl�ltl�l� �ltlll�l�l�I► �1�111��1�(� � �iti►I�Itl�l� �I�l�i�l�l� . ' �� opCD lll��i�l�l��l�itt IlNlllllltllil►tll'�I��llid,�n��ll��l�lnlln��tl�ulnll�nlllinl Iin{�l � inlllril Iltf Rw � f�i - — �- SPRINT S F' E C T I`. U M _ SYMBOL 6 DESCRIPTION - R E M [] N D , WA © - PHOTOELECTRIC ANALOG SENSOR 20K OT 135' THERMAL DETECTOR AGENT AGENT AGENT AGE NT AGE NT -- - ------ RELEASE RELEASE RELEASE RCL EASE REL EASE r AIM —ADDRESSABLE INPUT MODULE y- MODULE MODULE MODULE MODULE MOLtar d 1 20K �M I 3 ADDRESSABLE SOLENOID i)UTPU7 MODULE -1832 10-1832 10-163? 10-1832 10-3832 / r(DEM RK ROOM) (POFKPW CONTAINER rM200 CONI�TNER li(SWITCH CONTAINERS Q - U SELF' CONTAINED DUCT DETECTOR, PHOT13ELECTRIC (REMARK ROOM) L-_� (POWER ROI7l1> (TRANSPORT ROCRi) (SNITCH L HVAC ROOM) DUAL ACTION MANUAL RELEASE �-�e � T E a-�e twuTiour►ur�+a�l""r Anivu 20K P A MANUAL RELEASE/SYSTEM ABORT CIRCUIT 12 - u. `j/P11>'iL- ACTrvE CIRCUIT 8 LT -- ue r Doer, - MA&AIKLMjE D* Eco L�SING T - NURVIA[ l CIRCUIT 11 �� D Oroe"�"'" CIRCUI T 7 � `` LCD ur0e lenw�L STROBE / NORMALLY [1<'FN CONTACT 1N DEVICE BY �-: CIRCUIT 10 a, AIM 14 ob CIRCUIT 6 e, AAN �� LYPICAL WIRING FOR .12 INPUIZOUTPUT MODULE uELnv (FIFER TO (.IST BELOW) " `` t t @ oA �} HORN/STB❑BE _ u CIRCUIT 9 ^ ti e m-I.'°a � � ^• ,Is u[I � O CIRCUIT T 5 � EO' -' __ _= A+ otsA>!.E fo I>wA CI. H N N VIN"V. z ,J O t r- nl TnninrTwr Rnou�E- ED BELL. 6„ VI N N V1 N N Vb[j ,-- n--�� uani°I'T^n M—ACTIVE NORMALLY OPEN CON TACT IN DEwICE 1 W W W C"1 z L' a O s . Ar<w-_�osA�[ CIRCUIT 4 Lc I o B• o n. Lee HesIIG - �A[ (MANUAL, AlORT, OR iFD) 1t7 NES ' MODULE - n o X cr i< 0 J CIRCUIT 3 c_ 8 LLD err - nolw�L F RUM PRE V IOIJS MODULE n n n o ca a c.C3 t. z O ril« Os a aaaaa a o�oa� ��aw• C+ a r- 1 i_' 3 1 5 6 7 8 y ----- — O AA- a' �• s 67 5 4 3 2 1 1 _- ^_ CIRCUIT 2 B- AAl OC ECL -_ SMOKE DETECTOR ADDRESS SMOKE DETECTOR ADDRESS "ju ?>u-j 0 0 0 0 0 o OFF �) O B. Ol o 0 0 r, _ ON AA. ABN. �nsA>,1 16t0?7 CIRCUIT 1 ^- + �' 0A FIRST LAST �-- __. =4 V e e e e ^• e1EAeu _fU-17NA -- rO BA-- ai TLUTinuTLUT IpolA_[ F..---- o- ADDRf_SSAALC INPUT MDI1l1LE TYPICAL FUR, TYPICAL EXAMPLE -` -" -- O B- AIe1r--.�wsAeLE COM q O 11 Le f s7 O Le u 'i USE WITH LOW AIR, DISCHARGE L ABORT ADDRESS-%2 ------ - --- -- O B. CO U CONI pNjjp 5 4 3 2 1 SVITCNE'S, 6 IT'D MONiTUR POINTS CREW TERMINALS __ --- -'-- - U Bay �e�,w• O N/t] �uti L,_j e•O as cs e•0 ca CA r �W-� CQMSI"LEMENTAI_ RELAY MOD. ADDRESSABLE INPUT MODULE -- -- - - --- o �- - O N/C COM PIF' SWITCH SETTING DETAIL - - - O ^� �waAaL[ N,, {� NOTE C - —� `--- --- - -- �c� - OAA^ a ten — Nip 10-t796 AUX. PGVER MODULE 10-1985 r----T- I III{ I. REFER TO NFPA 72A FOR INSTALLATION CTfANDAPD:, TO ADDRESSABLF SOLENOID MODULE (FOR O A• A F'--� a1 1D-21°1 I � I POWER I OA0 err - L_r, 2. CONSULT FIRE SPEC 06-026 FOR CONTROL r4A;EL NSTALLA'111N. BATTERY t POWER ROOMS PRFACTIDN SOLENOID) e, A O _ 3. WIRING HARNESS CONNECTIONS ARE AS FpLLC1VS o e_ v L� pt O r: 3. f r'A POVEP, _ A. WIRING HARNESS DIG-1826 (A/C f0 POWER SUPPLY) o E• C C- t� �l QL I C--Ir 1 H. w'IRING HARNESS 010-1827 (TRANSFORMER Tp BATTERY CHARGEll °• v L� Op O - C. WIRING HARNESS 010- 1828 (PGVER SUPPLY TO BATTERY CHARGER) ° I ANALOG COMMUNICATION MODULE D. WIRING HARNI-SS 010-1829 (UPPER BATTERIES TO BATTERY CHARGER) - -— -- GIGO n ECt10Ul Qfr 17L�1MRA �0/G SOI NT,OR Rm mamfm Imr L�fl f�®1 E. WIriING HARNESS 010-1830 (LOWER BATTERIES TO BATTERY CHARGER) 4. AI WIRES ARE COLOR CODED AS SHOWN ON THIS DRAWING. - --- 5, Al- _ WIRING FROM THE BATTERY CHARGER TO THL PCC, AND FROM THE CONTROL PANEL Er\ICL(JSURE IMFT ery OT6t Ran,ol mRIDR c,r>wmr C NRW IIm1 ow cog R�r HVAC Ilmf PCC TO THE BUSS MDDULE(S) MUST CDNFr1R4 TO THE FOLLOWING REQUIREMENTS, TROUBLE SIGNAL TO BULLDING FACP -- _ _ A. INSTALLED PER NEC ARTICLE 760 U DES AND REQUIREMENTS IST DETECTGR ALARM SIGNAL TO BUILDING FACE' B. RUN ALL WIRING IN PROPERLY GROUNDED C❑NDLOC 2ND DETECTOR ALARM SIGNAL TO BUILDING FACP ' _-` mIlta mmol ,worm VAnxKM o;, 1110liw "i woe come mma R,wr CONDUIT RUN NO LONGER THAN 20 F -ET AND LDCATE�1 ill FM-200 DISCHARGE SIGNAL TO BUILDING FA,;P � 1�� THE SAME ROOM AS Ti IE CONTROL PANEL. C. ALL WIRING MUST BE 14 AVG - 19 STRANDS I O s ern wnv CM o„4 Enstmm EEaTNc n1BTTw D. STRIP AND TIN ALL ENDS. - ENHANCED � �� .TASM C, /i'17 ALARM .IrlrWll- M.AIIR Q Z caA o Z Mwxl eN4R. T*OJTLcwrr CONTROL llliT LJ—� F--7 CJ S 2 Z Z Z S/Lill 7Rll. .nws LC u v n t� o LT W W U U U _, ®LOCATE Ri,t wesl wip En ETeq MOVER "V1 W W W 1., CU I,'Ul CA LA F_ v wire =srLrHC[ ®E SEE'. I.eCN eml 0 0 D -W 0 0 OFF Mwiry ®RAtt i En SE T RIA�l._JL'TPORT -�—� m s 1 1 E "t" T eml R,DI so" WMIN�1 TVI W ml I ROM AUX, DOVER MOD. - � r4"1M PREViOUS MCIIAILL -_ 6 5 3 C I `-1 GA. ViRE NON-PGVER LIMITED -'—� me T SECONDS=O CRY OTHERS) roll MmA,,,on map wxmrQ� w�na� O NFxT MODULE SEC, SW. TD BUSS M`'y CO e tt, t+) l-) TO BUSS tI atc�A.Rml PREACT-'"7LENDID14 W w W - mi` 111111111111 •- �- L. W W W W r�N/A N N V1 N 1D-21tD -i UJ LAJ C. 14 13 2 1 9 8 _ _ zin ' a u 1 +24v OUT (TO Buss, r µ ' N r N .a0 m.r ti < a a a a a c b t GND 0(11 (TO BUSS) Illlltlllll ' •n 1��. 00 000 ooDFF- ro o a TOFF '•'C N/O P < < a' ': � 3 •24V INPUT TO CFf•fRAL eRTTVTR� z �'1 O O O + JDf[a [] 4 Gil INPUT CONTROLLIN]T P9 5 NO CONNECTION 1 gnpow law acc :„ * 7654321 7 6 5 4 3 c' 1 I:1` c . iATTERY CHECK a.r• * w9wr MINUTES=I ADDRESS=4P i A BATTERY SUPPLY Ill55 007 ,a f t3'77A1 YtS`t'f!}' MIN. SW. ADDRESS SW, e e °RIMARY POWER FAiL ev.eelRa. AD^RESSARLE SOLENICITD OUTPUT N10DJI_E ADI'k�ESSABLE SOLENOID OUTPUT MODULE > Q NU CaNNECTiON — vm , PREACTION SOLENOID ONLY a o EXTERNAL RESET 131" SViTCH SETTING DETAIL � a 00 _ --! POWER CONVERTER CARD IS LOCATED rPUMICE JONE no" BEHIND ENHANCED CONTROL UNIT INTEL LA-SCAN SYSTEM ND' ES � moo" ).FIELD WiRING SHALL NE TWO-WIRE TVIS7ED PATS, Tegart R� KAXIMUM LINE RESISTANCE SHALL NOT EXCEED 24 fTHMj >� r '12 OHMS PER LEG) 14AVC-VIRE 2.31 OHMS PER 1000 FEET, c � � Twearorr ea roc r TO rTRE t SHIM E DAMPER' _ NON C TO FIRE t SMrM C DAMPER_ - W Z i ADDRESS=21 I I a TIRE t SMoK E DAMPER .v„o� m z O LC >S[ 1 7 U `- -�to s m h TO FIRE t SNORE DAMPER --1 CpM -'-- CUM f � U lJ ID TO r7R[ t SM'�t[ DAMPER V N/C N/n N/C TI/O rd" OWN C Vf In t^"V) VI vt COM / COM N/C com N H "Vf VI 0 L!1 I J W W W W W ee•C 1 0 0 0 cm o 1' O coMSUPPLEMEKIiAL RELAY MOD. O N/nSUPPLEMENTAI- RELAY MOD, LZ. �- [ a s a a a a •t TO FiRE t SKIMS DAMPER "N/ N/C N/C: coM P nBAI AIM P P AIM P P T T P AIM A]M P P P P P AIM U i L') OFF NOC O N/[] ( N/C1 23456 TO ETRE t SMOKE DAMPER. _-__ - -�N/❑ ]0-1196 D D D D - I T C� N/[, 10-1796 � � � � � � F C TO FIRE t SMCME DAMPER— - CDM cOM F I ADDRESSABLE NEAT DE TEC 1L7�. Ta rmr t SMEIKE BAWER o COM N/C o coal c' � � CL oo (=7 c N/Cit � � n O N/C `�iP ;Wil C N SETTING i)r TAIL (ON 9ASE) o N,p p N/o q vs m h ,o Inv (�fV-•o � F _ SUPPLEMI-KITH RELAY MOD. SUPPLEMENTAL RELAY MOD. N -- --'-'"--'-' �0D h �� N L T O FIRE L SMOKE DAMPER roM p CnN, H F-►- r- H ►- 1- f-1- f_ F � GPGP JON /C COM O N/C: COM I •-+ ———,..., —r-...-�.-.r-r n-, .-..........-..-..-.... ... _/ = a» aD » » �� _]D» >N/C UUUUUL)UUUUU UUUUUUUU %1A • OIIi �� + TNpNj�p 10 I79t- O N/C] N/O 70--1796 EY M a a EK tr rr a lr ly rY tr i l (If M LY a tY lY M AIM S AIM AIM AIM P AiMITTA IM AIM11A rA P P �]M AIM AiM Lr ., T o LIRE t SM[M E HAMPER - "--- --"—.... .....---�-..... . { }TO NEXT Pi MorvIlis -- rjuUuuuuuuuU UUUUr_)UUUU aLVE DLiLCTi7R 0� c� e` DFTECiCu CIRCUIT 20 n+�e XrUTiOuravrc �Acnvl O n-'e IN^tlTislTPUT P - - OUT --'r--- --- N a C]RCUJT 16- LCD nu�7MMI C Q� Q F A� � � ! F A D \ C- LED Lonna Nil �' LLD Olr - Ni r � L] `--� CIRCUIT 19-"lc+ ® L[n QrOo►ow+Al CIRCUI-f 15 C. Oe Oc 10 10 it It It It 1 11 �'DDpESABLE HEAT DETECTOR WIRINGDIAGRAM CIRCUIT 1e_ T;4AeK f OD r.,RCUIT 14 1 09 A" CIRCUIT ll ^ t 3A - CIRCUIT 13 O" A- 1 A+ DISAIK.E 1Q 179Th A+ msAtt 104774A _ Q r.Ri •► m,,0 ry� -. _- ------~--- -~_-- ----�------_-Y--- --�-- -- -`- -- -- "" AIM P AIM P P PIM P P P AIMMDD ..." P P AIM {AIM AIM I]M P,iM AIM AI�� AIM} AIMAIM --- .-4�n -�) 0 B LRI j 01 10pB D D D D D D D D DVf Vf N VI Vf ADDRESS=21 Cc � �ra6 6 6 6- 6 6 66 6 � N ora caonoc� � F� M� A 111 ;� 3C 111 We i@ TB To If ;C �� CJ L) a s a a a a a O O O L C' O O O ❑F F X 3 © d DO I X34567 - ZIL-rn WIRE NOTES 7 AITBRCSSAI3LE- PFI[7TOFLECRIC SMOKE DETECTC14 r INTELLA—SCAN II DATA '*1T G - 16 AWG TWISTED, SOLiTI CTR STRANDED WIRE DiF' $VI"TCI-( !iETTING DETAIL (IN-SIDE GCT'CCTOp) "�---- --` AIH NIM (AIM A]M F' AIM P P AiM AiM AIM AIM AIM AIM F P PY P P P AIM P AlF4 AIM A[ fiM� �? Cc POWER WIRING - 16 AWG TWISTED, SOLID OK' !;TRANDED WIRE CCIfVTRDL PANEL �j -� AUD]U/'/1SUAL WiRING - 16 AWG TWISTED, SOLID OR STRANDED WIRE D L'J A F" A F � B F � `-' S AGENT I)FLEASJNG WIRING - 16 AWG TWISTED, -Till pR STRANDED WIRE A F � -T- c • CEJ' ---�v -- • iN -- 6 TO NI XT FROM PREviOUS 1 �� Q Dr 1CC1 DR . p ea Ce DCTCCT[isl aa aa d _�, - OUT - -- iN LrLJ Cr __.! ADIi�'E ,ABLE PHOTOELECTP..IC SMOKE DETECTOR WIPING IIiAll V) �0_ 1 'Q Cascade Blvd, 10799 cc BUF 96.0172.HUP 96.0298 (Fire)MEC 96-0087 10 of 41 a SHEET - - - CC If this nulice appears clenii 0l-:; the doculnent, the documelit is of null incl quae:ty, 1 17 24X�� ; - - i.4,»' (rit u. (M°", flNyfp +PfrM'Jxcaplr*r' z ...yx�._��w+u T -*•"*r.ua•..,_ c - a1 ' ., a,�, k:leerier• 5 6 7 t9 9 10 11 12 13 14 J ire 17 r� MATERNAL KEYING LEGEND A 11 A KEYNOTING SYSTEM Its uueo ON THE DRAWIIMW FOR MAT£MALS. REFERENCES. AND NOTES. REFIER TO 7?E KEYNOTE LEGEND ON THE DRAWING FOR THE SYMKX ON T1`* RESP£r�ATION WHICH RELATEa TO EACH KEYNOTE 11VE DRAWINQ. a) EAOH KEYNOTE SYMBOL CONSISTS OF A a-DKAT NUMBER FOLLOWED BY A P&W)O AND A LETTER SUFFIX. THE ti-DOT NUMBER RELATES TO THE SPECIFICATION tSECTW.* WH" GENERALLY COVERf3 THE 5-OIpIT NUMOER AND PERIOD CREATES A KEYNOTE SYMOOI WHICH (y1 ITEM THAT IS REFERENCED, AND THE LETTER bUFFIX CCMMMk}D THE IDENTIFIES THE SPE(UFiC REFERENCE NOTATION USE-) ON TKE DRAWN& THE LETTER SUFFIX DOES NOT F19LATF TO ANY C04:NE910(14 JMIQ Q REFERENCE LETTER IN THE. SPECIFK;Afl0N1. 31 THIE ORGANIZATION OF THE KEYNK)TINNG BYGTE66 ON THE DRAWN". WITH THE KEYNOTE REFERENCE NUMABERd RELATED TO THE SPECIFICATION SECTIONIIt NUMBERING 8YSTIN4, SHALL NOT GONTPIOL. THE CONIRACTOR W DIVKl4NG THE *00W AMIONG SUBCONTRACTORS PORTLAN SWI CH ENTER OR My ESTABLISHING THE EXTENT OF WCAW TO BE PERFOAAIE'O. P18 KEYNOTE SYSTEM P `f " � Y� - 8_ _ _ C20TR C�► TOII And F.O.F Foo• of Finish REWF Reinforced 1) IN CASES OF DISCREPANCY CONCERNING DIMENSIONS• 10740 S.W. CASCADE BLVD. SPRINT SPECTRUM MORTENSON At F.O.S Face of Studs REQ. Required QUANTITIES, AND LOCATION, THE CONTRACTOR SHAL!., PROJECT ADDRESS: TIOAR08 13111. 97229 7740 S.W. Mohawk Street t09f)0 N.E. 6th Street Suite 61(1 R FPRF FUN Size RES1L. AeaNlenr _�J ; _�^ Tualatin, OR. 97062 Bellvue. WA 96004 Contorting IN WRfTWG, CALL TO THE ATTENTION OF THE r F.S FUN SI:• RM. Room ARCHITECT ANY DISCRCPANCIES BETWEEN Phone: (603) 612.1056 Phone: (206) 451-1305 Diameter or Round FT Foot or F•ot R.O. Rough1 SPRINIT SPECTRUIA +r Pow+d or Number FTG. Footing SPECIFICATIONS. PLANS, DETAM.S, OR SCHEDULES. THE B (OFFICE) y IEI ExletM S OpeMng ARCH�gTECT WILL THEN INFORM THE CONTRACTOR• IN OCCUDANCY: S1 BATTERY ROOM GENERATOR ROOM Contact: Gilbert Armenta 0 FURR Furring RWD. Redwood WRITING, WHICH DOCUMENT TAKES PRECEDENCE. THERE h Project Manager Chuck Rauch KJ txrr+.'L„rd t �• r gP1'LICA1}lf t�(?HaTtr)NSOF. 30X - FUT Future R.W.L. Rain Water SHALL BE NO ADJUSTMENT TO THE COST OF THE WORK. S2 STORAGE ACOUS, Aoousticai Leader RESULTING FROM SUCH CLARIFICATION OF A D Area Dr•n GA Gaup• DISCREPANCIES. AR�L� __ MECHANICAL 6 ELEG?RIGAL E!! A AOJ Aggreg to OAIV Galvanized S. Soutt+ ' y AGER TYPE t CONSTRUCTION: r TYPE IN NO HOUR, SPRINK'_ERE7 C:ARRILLO ARCHITECTURAL GROUP INC. INTERFACE ENOINEERING AL Aggregate G.B Grab Be( S.C. Solid Core 21 FAILURE TO REPOR. A CONFLICT IN THE CONTRACT ,� n, 1 i.-2i Howe Avenue, Suite 202 6642 S.E. Lake Road Aiuminum GL Glaea S.C.D. Soot Cover DOCUMENTS SHALL BE DEEMED EVIDENCE THAT THE APPROX ApWoximrite CND. Ground Dispenser SaCramento, California 95621 Portland, OR. 97222 ARCH Approxitur mAto P CONTRACTOR HAS ELECTED TO PROCEED IN THE MORE Phone; (916) 222.0680 Phonier (603) 669-6394 ASB GR. Grade SCHEID Schedule EXPENSIVE MANNER. CODE REFERENCE: 1994 UBC 1993 NEC Fox. (9161 922-4576 Fax: 16031 669-3029 AGO Asbss res GYP Gypsum S.D. Soap 1994 UMC 1984 UPC E maq, CarrIIJoAGMol.cam Asphalt Dispenser 3) ES CONTRACTOR SMALL INVESCONDITIONS STE,AN VERIFY AND BE Project Engineer: Rob Matter on Pl1fN gtlllENt la'fS}pypL DOES NOT fW11i1f+I2f CONSTHUCr1 i+ H.B. Hose Blob SEDT Section RESPONSIBLE FOR ALL GONUITIUNS ANO DIMENSIONS OF Principal Architect: J. Steve i Carrillo Tf i h110EED IN V1VMA D OF AM"FEDERAL,STATE OR LOCA, BD Board M.C. Rogow Core SH• Shall THE PROJECT AND SHALL NOTIFY ARCHITECT ABOUT Project Manager: Rex ►,IoLe:n hi 10CE i0N8 OES F REY FEO DESIGNER E ON ANY BITl1M Bituminous HOWD. Hardwood Std. Shower CONDITIONS REQUIRING MODIFICATION BEFORE 11 RESPDNSDIIIGN r BLDG BWidin TOTAL PROJECT AREA: 12,973 S.F. ./- / 9 HpwE Hardware SRT. Sheet PROCEEDING WITH WORK. 8T�l,�CTUAAL �EliftiNetEE33 ` v IW.! Block M.M. Hollow Metal Sup. Similar / BLKG p/y �7 �/� G flA1E' Blocking HOR12 Horizontal 41 DIMENSIONS: WTEGRUS ARCHITECTURE ISM Beam HOT Bottom HGT Height S.N.D. Sanitary Napkin A) IN ADDITION TO THE ARCHITECTS RESPONSIBILITY FOR PARKNO Dlap+neer HR Hour t0 C+der Street AB Cabinet S.N.R Sanitary Napkin COORDINATION OF CONSTRUCTION LOCUMENTS, IT SHALL — Spokane, WA, 99204 TtN}U1itTPkTFatS'rrlF'rl Phone. 15091 $38-8681 .D. Inside Diameter (Dim) BE THE ^ONTRAC'TORS RESPONSIBILI I Y TO VERIFY ALL EXISTING SPACES: 29 SPACES Fax (509) 636-2194 C.B. Catch Basin Receptacle EXISTING HANDICAP SPACES: CEM Cement INSUL insulation SPEC. Specification DIMENSIONS AND CONDITIONS AT THE JOB SITE AND TO 1 SPACE CER Ceramic WT Interior SQ• Siriare CROSSCHECK DETAILS AND DIMENSIONS SHOWN ON THE -- Project Engineer: John Cuddy ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS TOTAL PROVIDED: 30 SPACES C.I. Cast trop 4-ST. Serviess Steel ON THE STRUCTURAL, MECHANICAL. ELECTRICAL, ANO/OR C G Corner Guard JAN Janitor STA. Service Sink PLUrABING DRAWINGS: NOTIFY ARCHITECT OF ANY CLC• Catrinllilliv JT Joint STA. Station DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. CLKG Calking STD. Standard CLU, Closet KIT. Kitchen STL. Steel BI USE DIMENSIONS SHOWN RATHER THAN SCALING CLA. Cleer LAB. Laboratory STOR. Storage DRAWINGS, C:.O. Cased Ope,:ing LAM. Laminate STRL. Structural COL Column LAV Lavatory SUSP. Suspended Cl ALL DIMENSIONS SHOWN ARE F.O.S (FACE OF STUD) CONN Connect• LT. looker SYM. Symmetrical K 13 PROJECT REPRESENTATIVES CONN. Connection LT. Light UNLESS (CENTERLINE) AS SHOWN. CONSTR. Construction TRO. Tread DI ALL DIMENSIONS ARE TO THE ROUGH UNLESS OTHERWISE CONT Con"uous MAX. Maximum T.B. Tower Bar SHOWN. CORR Corridor M.C. Medicine Cabinet T C Tor of Curb CTSK Countersunk MECO. Membrane) TEL. Telephone E) CEILING' HEIGHT DIMENSIONS ARE FROM FINISHED CTR. Counter MET. Membrane TER. Terrazzo CONCRETE FLOOR TO FINISHED FACE OF CEILING. GTR. Center MET. Metal T.AG. Tongue b Groove MFR. Manufacture[ THK. Thick FI ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD DBL Double t M•H. Mi nhom T.P. Top of Pavement BEFORE PROCEEDING WITH THE WORK DEPT D ertmeirt �' Minimum 6100 COVER SHEET D,Fe0 MIR Mirror T.P.D, Toilet Paper DET DD►etailing Fountain MISC Miscf llonsous Dispenser 5) PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING ARCHITECTURAL PLUMBING „ N1.0. Mason•f Opening T.V. Television DIA Diameter p 9 T.W. Top of Wall AND FRAMING REQUIRED FON THE WORK NOT NECESSARILY LIMITED TO THE MTD IMountsrd P100 SITE PLAN PLIlM�K4 DIM Dimension MIX Mullion •;yp. Typical INSTALLATION OF LIGHT FIXTURES, FIRE EXTINGUISHER, TOILET A000 SCIEDId.ES DISP Dispenser ACCESSORIES, BRACKETS, HANDICAP EQUIPMENT,ANO ON. Down tlfrlF. Unfinished TOILET PARTITIONS. SO100 SELECTIVE DEMOLITION FLOOR PLAN Pt01 FLOOR PLAN - PLL&M D.O. Door Opening N North I.O.N. Unless Otherwise A100 8NTE PLAN DR. Door N.I.0 Not In Contract Noted G1 ALL DOORS NOT LOCATED BY DIMENSION ON PLAN OR POO PLUMiBING SCHEDULES M PARTIAL ROOF PLAN pWR Drawer NO. Number UR. Urinal DETAIL. SHALL BE 5' (FRE INCHES) FROM FACE EOF N Air; FLOOR PLAN PSM PLUMBING DETAILS DEFINITION OF SWITCH READY J.S. Downspout NOM. Nominal STUD TO FACE OF NEAREST DOOR BUCK, OR CENTERED ON D.S,P Dry Standpipe N.T.S. Not To Serle VERT. Vertical ROOM. A'^,t NTBiME01ATE ROOF PLAN PMO2 FtIEI TAN( - DETAILS DATE COMPLETION DWG. Drawing VEST. Vestibule 7) DOOR SIZE INDICATED ON DRAWINGS ARE OPENING O.A. Overall AO3 ROOF PLAN E East OBS Obscure BE TAKEN ALLOWANCES FOR THRESHOLDS, ETC.SHALL ELECTRICAL SWITCH READY DATE L5 THE COMPLETION OF All GOIISTRRRICTT011 SO THE W. West BE ?AKEN FCS NET DOOR SIZES. Ata ENLARGED FLOOR PLANS SWITCH EA. Ewh O.0 Ou Center W. With CAN BEGIN TO BE INSTALLED. THE FOLLOWW ITEMS MRNST BE EL,J. Expansion Joint O.D. Office Diameter W.C. Water Closet 61 DETAILS MARKED TYPICAL LY ill; SHALL APPLY Br ALL A200 EXTPIOR ELEVATIONS AND SECTTONS E000 COMER SHEET ISYMIBOLSAL"WAMRE SCHEDULE/S►EET LST) COMPLETED BEFORE THE SMgTCH VENDOR WILL ACCENT THE ROOM AND BEIM EL Elevation OFF. Office WD. Wood CASTS UNLESS SPECIFICALLY INDUNATEO OTHERWISE. 1HSTAllATlpNk ELEC Electriosi OPNG. Goening W/O Without A400 REFLECTED Cf1MIG PLAN E100 SITE PLAN - ELECTRICAL ELEV. Elevator OPP Opposite WP. Waterproof o) WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR t THE WFIELESS SWITCH ROOM CONTROL ROOM AND TRANSPQRi ROOM MUST BE ENCIL Emergency WT. Weight CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO Abf�O ACCESSIBILITY IIETAIL3 ED100 FLOOR PLAN DEMO IIELECTRICAIJ COMPLEIT. NO ADOITIOIIAd WORK CAN TAKE PIA( w THESE FK)OMIf. ENOL Enclosure PRCST Pro-cast WT. Weight THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON E.P. Eleotrloal P•nelboud PL. Prete EQ. Equal PL, Posts Laminate THIS PRO JECT A601 DETAILS EtOH FLOOR PLAN - Lrii11TNG 2. ALL AACMTECTURIL FNISIES. HVAC, PLUMBING. ELECTRICAL AND ME PROTECTION SYSTEMS MUST BE NSTX_LED, OPERATIONAL AND TESTSD EQPT Equipment P_AS. Plaster 11600 INTERIOR ELEVATIONS E*2 FLOOR PLAN - POWER M SIGNAL E W.C. ENeotrlorvl Water Cooler PLYWD. Plywood E103 ROOF FLAN - ELECTRICAL 3, PEiMlANEW SUI DK G POWER LS REQUIRED ONE WEEK AFTER SWITCM iS EXST Expose PR, pale A601 K.FRVIR DF.TALS 9CHEDIILED TO INSTALL. THE POWER WILL NEED TO BE EIERf NE; BEFORE EXPO. Exposed PT. Pape E%4 FLOOR PLAN - FIRE ALARM SYSTEM ThAf DA'E FOR TESTING AND COI INHG OF SYSTEMS. EXP Expansion P.T.D. Paper Towel plrpener AJ302 INTERIOR DETAILS EXT. Exterior P.T.D/R Paper Towel Receptacle F.A. Fi'e Alarm PTN. Partition EtOf ONE LME DIAGRAM 1. THE MVI,G ROOMS, DC POt>t►EA ROOMS, BATTERY ROOMS AND MAIN ELECTRICAL A001 INTERIM! DETAILS ROO✓_MUST 3E COMPLETE WITH ALL HVAC, BATTERIES, RECTIFIERS , NVERTERIS EIOI ONE LME DIAGRAM - GROUNDW APO POWER DISTRIBUTION BOARDS INSTALLED, OPEAATIDIIAL AND TESTED. F.B. Flat Bar P.T R. Combination n Paper Towel RMIRE WORK CAN BE DONE IN THESE ROOMS AS LUItG AS IT DOES NOT F.D. Floor Drain Quarry Ti \ reoeptaole E107 AUTOMATIC TRANSFER SWITCH JEOPAUXQE THE SWITCH- j. FDN. Foundation 0.T. Quarry 7116 STRUCTURAL F.E. Firs Extingusner IL THE GENERATOR DOES WT NM TO BE OP'ErRATTONAI UNTL SWTTOI S READY F.E.C. Fire Extinguisher Gab. R. Riser Et0! SEQUENCE OF OPERATION F.N.C. Fire Hose Cabinet qAp, Radius FOR USE. R S REC018H10� HOWEVER THAT THE QBMTOA K IIBTAILEO FIN. Finish R.D. Roof Drain S101 (EIERAL STRUCTURAL NOTES E300 ELECTRICAL PANEL SCHEDULES FOR SWITCH READY DATE THIS AVOIDS A TEMPORARY (EI�UiIQR 89K UED FL. Floor REF. Reference FOR ELECTRICAL SWITCHMAN TESTING INCLUDING THE COORDNATI j TRAIIIIFFlR FLASH Flashing REFR Refrigerator 5102 TYPICAL DETAILS El100 ELECTRICAL DETAZS SCHEMES. FLUOR Face of RGTR Register EM ELECTRICAL, FIRE ALARM AND SEC q7y DETALS F.O.C. Face of Concr«te 9 S201 FOUNDATION AND FLOOR PIAN SM CEILING FRAIMNG SYSTEM E802 IETAL3 — -,----� S401 SECTIO o AND DETAILS Ee01 HNIB AND GROUND DETAILS � E 1 ABBREVIATIONS E 5 Ego2 IAKIB AND GRRf)I/D DETAILS --- _ GENERAL NOTES E9 BUILDING STATISTICS EIOJ INTERIOR GROUNDIM PLAN PLAN CHECK -- COMMENTS 4/2•/96 MECHANICAL 0 PERMIT AND BID SET3/29/96 Mp101 F+OOR PLAN MECHANICAL DEMOUTKAI No- REVISIONS/SUBMISSIONS M101 FLOOR PLAN . MECHANICAL CARRILLO EARTH C>� DOOM NUMBER M102 ROOF PLAN - MECHANICAL APCHITECTURALGRQUF IN(_— 0'_ CONCRETE � REVISION M1100 MECiIANOAIL SCHEDULES �� City' • _ �� INSULATON - SITE M601 MECHANICAL DETAILS �'r�VwflrlAllj�.:•�... .. OR'--- �•�--•�_.-..___._ ; �i7lrl.cTKl� ® WINDOW NUMBER NFj1'Nile l h SsrnZA•,f• 1 � GYPSUM BOARD _ I DETAIL NUMBER A-1 SHEET NUMBER J fir J PORTLAND CARPENTRY/LUMBER ..� ;� Jr;r s SWITCH CENTER Dai e; or► esasa ,..�,,,. _`� u. •+.v.rr Or+sle lets we-st'ao ,c1 SECTION MBER R AIA- owaa PAA on-Galea TICE AXp1t1t;7 CAlrrl�.0 Ar1Qr/fLrUAI r>r.@ fcarrorrAr® reeler ,Q—I SHEET NUMBER rre[r1rtS r+carer I.A*co"N rr•i on"rfrr..`*"own r rrrlt CITY OF TIFARD —�' CARPEN TRY/BLOCKING RAra ttAr M (IN U rMfrN Art om to•re►r T141 t OrrUrpm per �� CABG ftroved................................................... naso s err wrr or wtn ."mr cot ler wr et,ro r a#s•r!o V 11K KVD. to An. FA OR Nei WF rllTI OMrAwq err T p%k if rN yIA' Condilfonanv/LpprOVCd.......... .. ... r[r..ssorr rear rel Arrcrrt[cr r,s oaAwa a ler raw ore ro ee K �^� Q� PLYWOOD I ROOM NAME yV FOrr,f} aero eon cOrrrpacnon aril crnco rr T,r AnCf.recr 4f11/l1 I1 t ROOM NUMBER ,Y �/ ty Ihr tit tttiln r; b- Consultant Drnwinq T Ile �1 217 ;, ��5'q ��.a�mK.9cI oc> ler.(. 1_01er tv u.... FINISH LUMBER �1 - REFERENCE POINT - - �1•J� ' l � ( �t mom `J LJ1— COVER Cf RANii; TILE � ` ,y FINISH ELEVATION m+ t ( ( �q SHEET Date•_`� f ;• L_ N - � CONGRFrF BLOCK --i4 — EXISTING ELEVATION <A LOUVER TYPE Seal � �., li�nwn t'�.jitc! No SKL 95126.14 Ae T CF,Arkn,1 AD rife No IA RM Al SYMBOL LE SEN D --�.------.— r�� t,rrlwinq No. A9 VICINITY MAP A 1 3 SHEET INDEX G100 �'�' NIA Cascada DMI,10799 41 BLIP 96-0172,BLIP 96-0298 tFlre)MEG 96.0087 11 of 41 If Ihis notice appeals clearer 111,111 Ilio document, !e document is of marKinall yaAt;ty. 1 111 ! 1 1 til I 1 111111�11i11 Illlill{Illi. 1111111{ .1 !. •CD _ i .I7. I1 ii�f�h{ �illlllllllit�lllf IIIlIIIII(tlllflil Iilti!Ilt Illllttll Illlliillblltlllll iNtlt�Ii11t11hhH r? : . _ ..._ ..: - ...,.n.. .,.:-:,.,::_a ..— �� _yid - .. a:,r.:.::av: •.,.f .,:..: .. ,. - .tllrllrrrallll�lr i11YYLi11Y'•-.-.�.� •�rfWu,a,.J:a.un,a..m - - '�° -' --�---yiY1rY16d.hrY.dr1 -' - - a a�.a.•,••,r. .p8�"w�� -�e.,e:erYiei�AkSiih9►a'r68e�iiirtiarrr�:a,..awv..u..:... _..... ......,....._.... .._.-.. ._ .. __._ _. ..� .. _. ...c..�.ScePIM� p 4 OFFICE TRANSPORT/ MATERIAL KEYING LEGEND OFFICE GC*W*wR DEMARK wt W2 ,02A _+03 Bi F6 Bt F5 81 F1 Bt F1 CI Y C1 ct G 9'•0' x !?'U' t 8ATTEF*S POWER ELECTRICAL any CORR" y'1--F4- 106 t06 107 B'� 81 F2 91 F? Bt F1 X C4 C4 G — 0• X 12'-0' X x x 10'0" - r GENERATOR COHRIDOR Of" OFFICE CONTROI. to6 ;09 t10 m Bt F2 01 F1 Bt F5 b1 Ft -- x G x C1 Ct X ct W-01 W-01 A600 2 A600 L SWITCH ROOM STORAGE BfEAK ROOM JANTOR 112 113 111 tt6 Bl F1 Bt F2 Bt Ft 82 F3_. x x C4 C3 4 x Ct x C6 u'-o• x 9•-p• '•o• 2 Ado .,, sFIowER wOIENS MENS CORR�,q 116 117 n6 82 FJ 81 F3 61 F3 Bt Ft x X 3 C6 x C6 x C1 9'0` 91.0• 9'-0• 4 2 A600 4 1 A600 / 2 A600 COCOA CONFERENCE MVAC t2t N122: 91 F1 B1 FS X X Cl Ct 9•-0' T T T F.F. t O J 15 FINISH SCHEDULE ,J ROOM NAME °- - ROOM NUMBER a � + 2 � ^ � � o �. F.F. BASE FINISH - - - -- ---- -° ♦ ---- FLOOR FINISH WALL NO. 1 -- — CEILING FINISH 0 N a DETAIL 1• 'X• SH4WN ON S^.F�DIlLE NOIC ETES TYPICAL 3'•C' ,r 1'•0' DOOR — -_- -- — cr (El WK.AIES EXIST9p p00R WALL FINISH — -- CEILING HEIGHT w �y V REFERENCE P "X' = SAME FINISH AS v) cr .e tt � SFE SHEET Ab01 2. DOOR TYPES; WALL NUMBER i "— - SHEET WHERE INTERIOR C1 Z ELEVATION IS DRAWN O Y Y_ w _ 0. INTERIOR ELEVATION -- -- -- -- O O y U O < / �_ NUMBER REFERS TO OCCUPANT LOAD o p U ILL LL 4 O HEAD JAMB THRESH CORRESPONDING WALLS J12 J12 A9 101 % A X X 20 X 1 103A x A _ J12 Jit A9 x x - x 2 E15 Et6 E9 CA) I 9036 PR. 3'-0' X 7'•01 B X x t 46 x 3 J16 J15 I 104A PR. 3'•0` x r•0` B x X 60 ) X 4 its its 3 ALO. DOORS ARE 13/4' THICK LNLESS NOTED OTHERWISE T T >� X 4 X x 60 x 5 J15 J15 IPS PR. Y•o` 7'•0' B x x - - 4- X 4 — 4. DOOR CONSTRUCTION: EQ F 1 5 FINISH K E Y J1S J1S A1? X. HOLLOW METAL 108A % J_ % x X 6-�--� J15 J16 E9 E EXISTING DOOR FF. PR. 0' x e1•01 d X x 4b X 4 CL CHAIN LNK FENCING ---� J15 J1S A- AL ALUMINIUM STOREFRONT DOOR IOTA 3"•0" x r_0" A � z x - x 7 Etb _ E16 E9 f 107B PR. 3-0' X 11•01 B x X t` 46 x 4 J15 Al2 BASE �~ 106 PR 31•01 x T•0• 8 r x x 50 x 6 E15 Eta E9 S FACING 6 FrNSH Y B1 4" RUBBER BASE X C A. X AL 9 N,z N/2 A116 •X' : METAL FIELD PANT E12 WINDOW SCHEDULE B2 5` COVED SHEET VINYL 110A �) C x - M.F. : METAL FACTORY FNISI: PLAN CHECK COMMENTS Y--�- - Al 10 _ 4/24/96 t x A x x 20 x 11 Jt2 J12 A9 C} PERMIT ANO BID SET _ - 3/29/96 110C % A x x x 21 _ � No. REVISIONS llU X —A X x 45 x Y• � b. GLASS F1 VINYL COMPOSITION TILE J1S Jlb CARRILLO % A •-_ 'X' TEM!'EREU F2 SEALED CONCRETE X X 4b X 13 J15 Jlb A9 W G. - W4TE GLASS F3 SHEET VINYL % A X X % 4S X 23 — J15 Jt5 F4 HIGH BUILD Eroxy ARCHITECTURAL F8 CARPET GROUPING PRINT IIIA PR. 3'•0` X 1'.0' B X X - 45 X 11 its J16 __. 7. 10 MN., 3/. IA., 1 FIR., 1 1/2 HR., ETC. 'INDICATES HOUR$ OF FIRE PRINT 1128 PR. 3'-0` X !'•0` 9 X X Ib X 16 - — RATED ASSEMBLY WHICH INCLUDES DOOR & METAL FRAME. Q�rT4 _ _ J1S J1ti Al2 9. FRAME _ /'-0' CEILING NT f.VV tt3A _ IE) A - x X W � X � — i A -•- IA ... `L _ HOLLOW METAL C1 ACOUSTICAL DROP-IN PANEL t�t�C� X X x ti AL = ALLMMil1M STOREFRONT N9 E?ROLL !F DOOR A601 C2 SEMI-GLOSS ENAMEL PAINT o/GYPSUM BOARr 1s C3 OPEN TO EXISTING STRUCTURE t130 E) ROLL UP ouoR "- 9 HARDWARE GROUP I 'T I C4 SEMI-GLOSS ENAMEL OVER METAL DECK � n.. PORTLAND M . SEE SPECFX ATION FOR HARDWARE GROUPS C6 NOT USED _ x A x - -- X 14 ____ �. — C6 SUSPENOEO VINYL ROCK CEILING 1 SNITCH CENTER itb 1 x A X X x 20 G►NERAL NOTES �_ - jos. v _ ft % A x X t1 REFER TO ACG SSt8E1TY DETAILS AND NOTES FOR DOORS AND DOORWAYS. - w•rE.rrk Mcu°caro=sn �nre, X 20 J12 Ju *ao+ts,s COWAN ier�rrogrr ro mea orq[ar,AOrrs a rMe1 nl x A % z z All DOORS AND HARDWARE SHAH COMPLY. N,ALL S "^"S esa..o wfeoe wch 4%not ro a nsrmaeuao r Awtw oo Q Orti're r Yh p'q a rMe[o wMreOr+Fa 1R�'r0 el�SAptp 5.�. C��t ��. J12 J12 4. EXIT DOORS SHALL BE OPFNABLE FROM THE INSIDE WITHOUT THE US< r"r to on rwm.Mr, rnwur rrrsr cwt aar rK fwr••rron rFM V X % - - — _ - 4 RNYfMOM rrrr rll rrt on�ror ry opt IMAt , co M _ X— ?t J12 J12 A KEY, SPECIAL KNOWLEDGE OR EFFORT. W1 SEMIGLOSS ENAMEL PAINT OYER GYPSUM BOARD �D =0" Com?mLi0N "'= r01r° e" rr toc"'oofr. �� 9= 121 x - A x X X 1B J12 J12 A9 3. ALL EXTEAIOR DOORS SHALL BE PROVNED WITF; WEATHER STRIPPING AT - W2 SEMI-GLOSS ENAMEL PAINT OVER MASONRY OR Consultant w.ny Gtla _ HEAD JAMBS AND SILL CONCRETE Q PR. 3 0' % l'0'r B X x % !! --- —_ Jt2 Jt? At2 W3 SEMI-GLOSS ENAMEL PAINT OVER WATER RESISTANT G1 PR S'0' X d'•0`� —U CL X GYPSUM BOARD FRP WAINSCOTING TO 4'-0` � � W4 VINYL WALL COVERING SCHEDULES PR 6'•0` k e'-0` D Cl % W5 FABRIC WALL COVERING W6 SEMI-GLOSS ENAMEL PAINT OVER GYPSUM BOARD. ACCENT PAINT. Drawn pr ,.• oject No. 951;28.14 �G- sm DOOR ( Checked _ CAD F-Re to A5 DOOR SCHEDULE � 0 - - D00� r:'.viPkpd ,, .N . NO�f��:S A 12 _� �. _ — — LOUVER SCHEDULE A 15 FINISH NOTES r 7„ l ' PITt Gr, ..:� J� _ 0 0 0 ' Ctir, AS NOTED f Cascade Bivct 107y9 BUP 96-0172•BUP 98.0299 1 (tire)MEC 96-0087 1201`411 If this notice ;appears cle:lrer Ih:u1 the document, the documcnl Is Of m;u'Kin,11 qua+:tp. (��f�� l"� 4 .fit: �1�111��11`� .. I�I�II�� I�►!1�11;�11�l i�l�l�l�i�f I !I!I!(I�I�� ,� � , ... � �:��.� �' trl►nlrltttlttu inl n�i f11Mll tlll'�IIII IIIIIfItf illl�llll NII�IIII INIIIIII IIID r{ 1 2 3 4 5 6 7 8 9 10 1 1 1 13 14 115 11E' 17 MATERIAL KEYING LEGEND I I I I I I I I 1 • I 6 KEY NOTES - _ REMOVE (E) ROIL UP DOOR EXISTING STAIRS TO REMAIN (�.I ! I J REMOVE EXISTING CEILING IN THIS AREA. r-- 131 ❑ REMOVE ASPHALT PAVING AND PROVIDE TRENCH FOR NEW CONDUIT 4 SEE ELECTRICAL DRAWINGS ' ' ❑ REMOVE CONCRETE CURB AND PLANTER MATERIAL PROVIDE TRENCH FOR NEW CONDUIT. SEE ELECTRIC,''L DRAWINGS. REVE ASPHALTG IN THIS AREA AS REQUIRED FORINSTALLATONPOF AVITRASd ENCLOSURE AND CONCRETE PAD ________ — .- __ i.__—_ __ _. —.-7 — i + — _ — l — — — — 1 -_ — _ __-- — —_ REMOVE IN PLANTER MATERIAL AND CURBS AT NEW EXIT DOOR: I I 4 5 I I r---------J r- -� \ r- -� / ----+- i 1 —I i---r[ —11--- — ~�`�- ❑ (El PLANTER TO REMAIN 8 1 I I x I L-----------I \ REMOVE (E) ASPHALT PAVING IN THIS AREA AS LREQUIRED FOR INSTALLATION OF FUEL TANKS AND LINES �- I I 10 REMOVE CONCRETE. SLAB 3 I I CUT NEW LOUVER OPENING I 3 I I 12 CUT NEW DOOR OPENING I 1 Y 5 • , I 1 1 I �. — — �_ r-------_ ------ — —.. — JF � ' I � I I — — Ni I I I i I `__ __'' / �r__�. , ; `-- --J GENERAL NOTES • � L=J � i `. .' i i 1 QI 1 THE INTENT OF THIS DRAWING IS TO SHOW GENERAL DEMOLITION REQUIREMENTS ONLY. ADDITIONAL DEMOLITION WILL BE REQUIRED J TO PERFORK THE WORK AS OUTLINED S THE CONSTRUCTION DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR F� I TO PROVIDE ALL REQUIRED DEMOLITION AND TO COORDINATE.�. I r====-=9-_ d-it=--=___}•_—.�_ —__---_�---_1 P'__ I 1 l allI fill / L------- '�/'"��•'— .' `.� I i•-- -- 1 , all -- -- Inf , EXACT DEMOLITION REQUIREMENTS. Nil `� I I I 1 '•SII I '1'11`" I I — — —Nt / 2 REMOVE ALL INTERIOR WALLS, CEILINGS, FLOOR FINISHES, ,', I `---- ' 1 11 --•--J n 1 ELECTRICAL AND HVAC EQUIPMENT AND FIXTURES ii AS REOIA3ED TO PERFORM THE WORK OUTLINED IN THE ----- �-I — -- — — — 't---- _----- ----------- `� — - — i— — n — — — II — I -• -- CONSTRUCTION DOCUMENTS. IF SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS -- _______---- __I FOR ADWTIONAL DEMOLITION INFORMATION. I I I rYP, WALL LEGEND I I � I- -q F-3 EXISTING WALL, DOOR, ETC. TO BE REMOVED I I I I J r-- EXISTING WALT, DOOR, ETC. TO REMAIN �— r (6 — — --- — — _ I II I 12 ' ' -- r--'_"^- ---------------------- --------------------- , 1 I I I I I ---------- - I I i_—If__—J v--II'--J' L-------------- ---------� � 1 I E I \ J1 I — --- I I I I I G-= I:_J V�------ TYP. I I I ( 7 D PERMIT AND BID SET 3/29/96 - ; No. REVISIONS/SUBMISSIONS Date Projr ct: r. r -------- CARRILLO I�j 1 �♦ 1 ARCHITE0TURALGR0UPINC SPRINT ILL 1 ; I SPECTRUM I n I I 11 II I I I 921 we Ave PORTLAND Swig 10 oA US 6 ' SWITCH CENTER J. Steven Carrillo 9114 922.0600 / A.I.A. C11.222 FAX $22-.e►e 1, THE AACIVICT CAIM10 ARCHOECTLWAI ORMP NCORPORATED.NEMBY REIERYES ITS COMMON LAN OOPYIW AND OTTER PROPEIITY 1101111 N 74111 BLVD,COF6,IDEAS Ag OEIIDNI OB ARE Iql R. O NINE T HOED,CHANGED OR 10831 S.W. CASCADE BL D, 2 � TO Af,N ANY I ORM OR MAINER N.'ATBT CST,MOR ARE TIF)TO/E AR IT E0 TO AI,Y 1NWD PARTY WITHOUT FA`aT OBTANIIG 11E FIERF:B VYRITTEN PERNBCD FOR L„NSTF`1 RRIDN FR V THF AR014TECT.,'E DRAYMIG 6 NOT FINAL OR TO Of TIGARD, OREGON 91223 _ UTION LINT,\ Ru1NED BY THF ARCHTFCi Consultant Drawing Title SELECTIVE F3 DEMOLITION IN FLOOR PLAN Seal•.L `' („ 1; , •ti Drawn Project No. M/SAC 95126.14 Checked CAD File No. {� RM Reviewed Drawing No. D 2 4 B Date FLOOR ?LAN . SD101 1/g'.t'-d' O� ---- Scale 1 �1'—d' of ' sns _ 3 4. 7 1 8 9 10 ? 1 12 13 14 15 16 1i ❑scale t3lvd,10799 RUP 9P-01 72,EiUP 96 0298 iF,11l MFC 9G-11087 13(I n1 If Illis notice appears clearer (hlul the document, the document is of marginal Elual;tY. �#I q nl ; ,fliI 1p 3 t�� 3nlnu�)f'ulun nlf Ifni nylnn niilll)r�nlf�t�mi�mmnlnn fnflin)u . MAIN& a _.. ' a,.. .., 6 8 9 I 10 111 12 1 13 1 14 15 17 �13 AS ►� E12 - ............. _ _ 600 c MATERIAL KEYING LEGEND A501 - - -- 4 4 " 02831-Al NN LINK FENCE - RAIL O 0. '3 BOTTOM TENSION ROD \ f :E77 02831.C7 UNE POST -- —— 41.._„ -- - - - - — - - -- - -�- - -- - -- 02870.A1 PLA,t`E.q OR LAWN AREA DIS ��ICRETE 03300.A1C CONCRETE MOW STRIP Q 03J!N`,A15 12' 01A. POST FOOTING 03300.D15 2 - NO. 4 REINf. CONT. / 03300.) CONT NL JOINT DIV_ 11) IvIE('H 15483.A3 ABOVEGROIJND DIESEL FUEL TAW 15483.0 FUTURE ABOVEGROUND DIESEL FUEL TANK 15483,A3 ---- - -- - --- — -- -- - / / - - -- lJ --- -------- moi= f KEYNOTES E, IE) CONC. TO REMAIN i ❑2 REMOVE (E) PLANTER TO PROVIDE NEW CONCRETE WALK AS SHOWN \� -03300.) - -02831.C1 ❑3 (N) TRASH ENCLOSURE - H o - --- \ --02831.C7 c < 03300.A10 , a EXISTING PARKING STRIPING - - - -- 02831.A, 02870.A1 - -----02831,C3 \ \ 5 EXISTING PLANTER TO REMAIN f j \ 12. 03300,A10 f �ti NEW CHAIN LINK FENCE,SEP--, I� - /-- ---- NEW CHAIN LINK GAPES, 2 - 5'-0' WIDE X W-0' HIGH GATES. PROVIDE 03300.D,5 � 7 EUTTERFLY LATCH, HASP, AND PADLOCK. 03300:A15 �8 REMOVE EXISTING STRUCTURES PIAN f ❑g 02831.0 I NEW TRANSFORMER W1 80LLARDS 0 48. O,C. SEE: A6 - , A501 10 03300.A15 EXISTING TRANSFORMER TO REMAIN - - ' _ _ EXISTING BUILDING 11 REMOVE EXISTING PLANTER ) F1 CHAIN � LINK FENCE 12 NEW STOOP, WARP A.C. PAVING AS INDICATED F 1/4'-1'-C =4-15 f ,3 EXISTING A.C. PAVING c- f f PERMIT AND BID SE7 _ 3/29/98 No. REVISIONS/SUBMISSIONS - Date Prpje CARRILLO ct 1_) f AR CHI TEC TURALGROUPINC SPRINT SPECTRUM 021 Hew Aw PORTLAND — 8W1 CA Y0$lf SWITCH CENTER B�Or�TMFO, J. Siov n C.rrmeaIs 62j. Boo f A.I.A. CK242 FAX 042.41618 {' THE AACH-EC1. CARRAtO ARCNTEC1URAt DROUP RKARPORAIFD.HERBY RE8DWS ITS CM"LAM COPYRWHI AND OTIEA t'ROPEATY RAHTB Et TIEBE PiN6,F,iIV AS MY DEEKH!NEER ARE N01 , or Nr ri ICEU,K Ago OR 1 831 S.W. CASCADEW.W. COPED F ANY FOpY OR MANIEN MIIAi1�B7i,N011 A11 fIEY TO BE F690ED TO ANY HARD PARTY WITHOUT FIRST OBTAW4 ITE F)"[80 WP,,iiN USEDPERAqN FROM THE CTIIIN L THE DRAWN IGNED $NOT FINN 0':TO BE TIGARD, OREGON 81223 179Ep FOR CONSTRUCTION IAHTI SIGNED BY THE AP;TITECT. f ConSU10r)t ltt' -- Ej SITE PLAN - _ N R`- Drawn Project No. r Y Seal CF 95126.14 - '"Js� Cnecked CAD File No. \ i t.NRI 0 T RM C� ��- i' Reviewed Drawing No. Al SITE PLAN , 0 5 10 20' , CA i, A100 A -:20'-0' VV -21P-Pis 1�-20'-T ' Dote 'T o i V scale Z. D f 6 T 1 1 1 ? 1 i5 -- -- - Cascade Qlvd. 10799 10 14 16 � 7 BUP 96-0172,5UP 98.0298 (Fire)MEC 96-0087 14 0141 If this notice appears clearer Than the —- document, the document is of marginal quality, J+!{+Iq1111111Jill �f�+ut uuhnt tut tt+f tMlu +i1ut mf+u1 n►tlumuult►tt tt+tlu)t trf t; k, "�S.aYWYutiaHtlYL'Y!, .., ....,w.,., • .. v",am-Yer.•..,;,."•MIR1'at'nrr`,1�JYt J 4 5 7MONOSSON 8 9 10 111 12 113 14 1 15 16 17 MATERIAL KEYING I EGEND R DIV-15- MLCH4NICAL 15483.A3 ABOVEGRDUND DIESEL FUEL TANK 15483-M FUTURE ABOVEGROUND DIESEL FUEL. LANK _ _ KEY NOTES El2 HOUR CABLE TRAY PENETRATION ASSEMP_Y- SEE: A15 N12 Nth C� R CONFIRM SIZE AND FINAL LOCATION WITH Ab02 A602 A602 i i I I i I SWITCH VENDOR. ___ _ �,� L '_9• �_� , � SWITCH EQUIPMENT TO BE PROVDED BY SWITCH VENDOF. CONFIRM FINAL T tL LAYOUT AMD LOCATIONS WITH SWITCH VENDOR o' ' 111,401 T31 TRANSPORT ROOM EQUIPMENT TO BE DESIGNED By MfA STAFF. CONFh'M FINAL 1 LAYOUT AND LOCATIONS, P 4 HOT WATER HEATER ABOVE. F ; I L13 1, 0 i NEW STOREFRONT WINDOW IN EXISTING OPENING TO MATCH EXISTING, i I I i i Ii A10/ FUPNISHINGS SHOWN IN ROOMS 101, 102, 6 110 ARE OF 0.1I'ELEPH U U. Ep : G ! , CLSETOgE ~ T COORDINATE 0 C, POWER PFiNAL LOCATION OF BATTERIES, RECTILANT TO BE PROVIDED AND IFFIERSBY SP.D.U.S,WITCH VAND OR (� F O,C. I LEI DS' C) - 15 _ 15 --- --- -- _ - WITCH VENDOR. i - -- - - IEI DS INVERTERS WITH S 1 1, - 181 INFILL EXISTING DOOR OPENING W/STUDS AND 5/8' TYPE 'X' GYP. BD, r� MAKE FLUSH WITH EXISTING, ADJACENT SURFACE 6 MATCH FINISH. Y �' ''" '�- \ 1'-0"x1'-0' 0 8'-0' A.F.F. FIRE RATED CABLE TRAY PENETRA10N ASSEMBLY. 4 �� / f 10 2-0 x2.0, " 0 8'-0' A.F.F. FIRE RATED CABLE TRAY PENETRATION ASSEMBLY. ,{ 118 / H 1! 2'-0'x2'-0' 0 9'-0" A.F.F. FIRE RATED CABLE TRAY PENETRATION ASSEMBLY, 12 1 2'-0'x1'-0' 0 8'-0' A.F.F, FIRE RATED CABLE TRAY PENETRATION ASSEMBLY 3fo11I I I 13 2'-0'x1'•0. 0 9'-0' A,FF. FIRE RATED CABLE TRAY PENETRATION ASSEMBLY p C2�--- -- -- - - - _-__ ^__ _ _ 00 uAS. INSTALL 10 MIL VAPOR THIS ROOM TO BE GAS TIGHT TO CONTAIN FM2 BARRIER BEH:ND TWO LAYERS OF 5/8' GYP. BD. ON INSIDE OF THIS ROOM. SEAL ( - 114 I 115 I ALL PENETr-.TIONS COMPLETELY IN ORDER TO PASS ALL REQUIRED TESTS. YSL-=►R I -. - - „6 -- _ WALL LEGEND 11,8 T/ 1 1 _ - -- S SOUND INSULATION (SILL TRACK SET IN BED OF SEALANT) f� W : WATER RESISTANT GYP, BD. AT SDE EXPOSED TO WATER 2 M MOR13 1 13 4� Ho - -p ! _ ____ (�-" i 1 ---- -_ 1 8 F E. : FIRE EXTINGUISHER I N14 CARD READER ,03A � OL F C E NC Q O TAG SYMBOL DESCRIPTION C3� — i---- �— —�/- -- - � 1 � � NEW 2 HOUR PARTITION - 3-5/8' KETAL STUDS 0 16' O.C. WITH 2 LAYERS 5/8' TYPE 'X' EACH SIDE TO NEW -- 4—.V- � - - t 1 CEILING ASSEMBLY - SEE: 16483.A4_ - - - ----- - - - - - - ------ I N6 o �j ` 1! ,1 v - _O - QQ [� EXISTING PRECAST CONC. TILT UP WALL ADD 3-5/8' METAL I I �—i / ` STUDS 0 24' O.C. WITH 5/8' TYPE 'X' GYB, BD, ONE SDE TO FUEL i I _J >> EXISTING ROOF 114SULATE WITH R-11 INSULATION. 112A N15 ----- - 1 I © I 1 I ! J-4- NEW t HOUR PARTITION - 3-5/8" METAL STUDS 0 24' O.C. A501 ( • 1• • • I 3 I C - g WITH 6/9' TYPE 'X' EACH SDE - SEE: N4 Ill I R. A60, 16483,A3-- 2 - - -_ __-__�_ _- _ _ - `- 0 NEW NON RATED PARTITION - 3-5/8' METAL STUDS 0 24' O.C. 4 _ ° _____ - _- 1 I I ! I WITH 5/8' TYPE "X' EACH SIDE, SEE • 4 FUEL M2 aA610� NEW PLUMBING WALL, SEE J9 A601 ® A602 A601 - 1_ • • • I / ® I"� EXISTING PRECAST CONC. TILT-UP WALL. - N m ---TQED N "19� L� — - Jg_ J ® NEW CONCRETE 9LOCK WALL FENCE 8'-0' TAU_. �8 NEW CONC. BLOCK WITH CEM, PLASTER 1NFIL OF I` � 11 Ir I 2 14 EXIS'ING OPENINGS. i- I � 14 6 I I I G' R 1 05 H Q9 NEW 8' CONC, BLOCK INTERIOR WALL WITH 2 HOUR SHAFT L'•" 13 LINER STUD. 5 — — — — — ---— — — 10 � NE rd 8" CONC. BLOCK INTERIOR WALL W/ 3 5/8" METAL , 0,4 STUDS b 2'" OC. AND 5/8" TYPE 'X' GYP. BD. _ — I I a OD ti �� WITH 2 LAYERS 6/8'OTYPE6'XM EACHSS DESTO ROOF DECK. 10bA 3 - - - -- - - - - f_ --- - - ` - 1 - N1 068 12 ®mumu NE►V 2 HOUR PARTITION - 3-5/8' METAL STUDS 0^16' O.C. r WITH 2 LAYERS 5/8' TYPE 'X' EACH SIDE TO EXISTING I. A2G0 C, ROOF DECK. ••'••__••� •'�•'�•-�••"��•••�• ��•• ••��•• A6 - 14 --- 13 ® NEW 8' CONC. BLOCK WALL WITH METAL STUD FURRING AND 5/8' TYPE 'X' GYP. BD, -- ' A602 -- -- — - -- - - ( 14 I�� NEW NON RATED PARTITION - 6' METAL STUDS 0 24' O.C. - - — - - - - WITH 6/8' TYPE "X' EACH SIDE, SEE r *A, - _-- _ - J6F - - - --- ,V. C A200 A801 11 ;; i 122 15 -- NEW SPANDRELIT: TO MATCH EXISTING GLASS IN EXISTING OPENING, 3-5/8' METAL STUDS 0 24' O.C. AND 5/8' TYPE 'X' - fir-- 1 IB F,E, 1128 GYP, BD. i I I i i I 1Q PERMIT AND BID SET 3/2$;'96 RATOR ® No. REVISIONS SUBMISSIONg- Date I CARRILLO ,� -`- - -` ARCHITECTUR ALGROUPINC SPRINT 0 SPECTRUM I I I I 8 t13A ---__.._cm:)-_-_- — t13D 1!_ t - _ - 172t Ho" A» PORTLAND F.O.C. , , I I LEI DS , I - I IFI DS e�" 202 SWITCH CENTER BIOFE/I1MiJ. (, DMS- I N - CA 06425 J, Stevenj A.I.A. 011.222 Carrme PAX°622 isle (: THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED.HEREBY REPERMS ITS COMMON LAW COPY"T AID OTHER PROPERTY FNMS X TIEBE �w QQ�' CLM6,NTE AS AID OFBR N O ARE NOT TOO AN THEY TO OF ANSID OR 10831 S.W. CASCADE K�• TOn ANY FORA OR LAMER WHATSOEVER,NOR AN THEY TO 0E WRITM 0 i0 ANY TINiu:ARTY WITHOUT FIRST 08TA1RNG flE ERPRESS WFBTTCN MA USERS ON FROM SNE AR ICIN L.THE RI W D IS NOT FINAL OR TO BE r PARD, OREGON 97223 uREb AOR CONBTRUC IlON UNTIL RION:p BY THE AACMTECT. Consultant Drawing Title Fj FLOOR PLAN E3 Seale �'. T Crown Project No. 95126.14 - 4. n t�1 Checked CAF; File No. ( RM Rev awed D'aw ng No. -ale- Al FLOOR PLAN 3�r,� �� Dale U A101 O�! n9�, a-zla-�a � !• �1`� Scale 1 m1'-� °f _ 2 4 5 6 8 1 � 11 11 1 .3 14 15 16 1 -7 Cascade Dim 10799 BLIP MOT-,, BUP 96.0798 (Fire)MEC?I;o(187 15041 If Thi;: nulice appe;u•S clearer Than the document, the document is of mtu•Xinal qual;;y, �11111a I .• }III I, I1111N1 11fl lIlalIl.l.l �tl�1;a� I. '�+LIN �� • ' , � iif111111111111111LLII III)NN�f Iil1lfll II111NIi 11NINIIINIflllll INllfpl fl } -.—..:_, .....,-...... ....,.. ,. ....... .�. ..� ... _�� .�._... ..ar v 6e "'" ..o,:wul�ww:a�a.:..—...:e'....." ...�-l..�m,iw�s� ,:.y........u..e '=Iw ,ti .:.:u...:..�,_......, .• ... .... - :.an�-�a«A�rTf-"P„•'�v .Nanr q�.-^'"rt°RtFIBR _ ... ... .- .. �IlIA�" ., .. . ,.�....� 4 5 6 _-- ' { 9 10 1 1 1 1 1 3 14 MATERIAL KEYING LEGEND I I I � -� GYP. BD. i II i I _ T41AR I Ng I T-BAR A8U1 N6 2 - { oroot.ia 2 % 10 / / I 3.2- - - - - - / - - - - - - - -- I _ I _ -�—00250.128 SIL PE r< I I - A501 SL O I I 09?50.128 $4— Ole { 5 KEYNOTES I � A501 2 HOUR PARTITION FROM TOP OF CONC. DECK OR CONIC. BLOCK WALL O TO BOTTOM OF IE) ROfV7, DECK. 1' 0 HOLE IN DECK 0 10'-0" O.C. SEE: N12 ❑ A501 -- 3 LIGHTWEIGHT C)%;RETE ON METAL DECK. 09250,L28 TIM J8 -- A501 I I I I I I I OPEN I N8 I I A601 1Q PERMIT AND BID SET 3/29/96 No. REVISIOI"/SUBMISSIONS Date N5 I CARRILLO Project. A601 I I I I I ARCHITECTUR ALGROUPINC SPRINT SPECTRW � 1 i I j U21 Ift.. Ave PORTLAND sem'2°2 BOFBAIBnSINITCM CENTER J. Steven CBrrMo 111 122.0660 B10, CA 11126 A.I.A. C11,222 FAX 122•46F1 �- TIE ANCHT FCT, CARRAIO ARCHTtE;TURA, O"ACORPORATED•HEREBY \ RESEAYFS ITS CA110 N LAN COPYfIWT AND OTTER wooly NXIfTS A ME Q Q� PIANS.IDFA0 AM DF00 M MMCN ARE NOT 10 tETROfNCED,CIIANOFp OI �� S.W. CASCADE BLVD. COPED N Mr fORN OR MAIBlA NNAtt10EYER,NOP AM THEY TO BE ABRNBEL TO ANY �.RD PARTY WITHI T F.RST OBIANUNO TIE FY^NEBS WRITTEN PERNISS&I""THE ARONITECt.THE DRAMNO IS OREGON 9I223 ll%. D F01 CONSTRUCTION UNT1 SIONFD BY THF ARCHIrCI. ConsUltont Drowinc, 0k, INTERMEDIATE ROOF PLAN F' Se6l, Drawn Project No. SKL 95126.14 r. .� Chet-ke-1 cAr) file No, 0 RM cewe,l Drawing No. isc CR' ENTO CA Dote 3..82 13 V-9e AA1 0 2 r7 fi of i i 1 1 .� � 'I 15 16 17 j 91.o9tc017:1 Plro, �r•.t,l MSEC of .I If this nolict: .lnpears cleal-el. 111;111 file Jocumcnl, the document is of margimll (ItIp%ty. ►N�1 ilalf,li.i.i i.i.ilt.... ................ i.lwFAIICD � �rrn nt nrrhnr tlil.nn r . . . hen nnlp� ml�3u IINIINIINI IRI Nllflll U .-. .- 13 X 1 i 3 4 9 10 111 12 1 , 14 115 1 16 1 1 7 MATERIAL KEYING LEGEND ON ' _THIRNA_ & M01"IURE PROTEC110N 07530.J SCUPPER A CB) C �D (F) x I I I I I I I I P i I ' I ► I I I i I I I I I I I N 07530.J0 I 01630 J(El 1T _ - II + I I I II/ I I M II \ I . ► F-7 4 _-A E' 2 - - - - - I I I I i � 1 I �4 ► � I I I II i' � , J9 5 1--- - - - � A501 KEY NOTES - - --- - - - -- i - --- f 17 RENOVE EXISTING ROOFING IN THIS AREA 8 RLPLACE WITH NEW BUILT-UP ROOFING. (` + i ] EDGE OF EXISTING RuJFING �• I I � I I I I I + \ I I 3 EDGE OF NEW ROOFING I ( - - F E i + ! A501 A501 / �,....________! I I Q PERMIT AND BID SES _--1 3/29/96 `-J - -- -`��- - - -- - — _ - _ ; No. REVISIONS/SUBMISSIONS Date I+ CARRILLO ��fOjE``' ARCHITECrURALGROUPINC SPRINT + ; SPECTRUM l I I I L-_JL 1321 1 A~ PORTLAND Wco SWITCH CENTER 8 IIMEMMEC. J. st. N Carrillo o,: 0660 01530.J IEI� Ae ARCHITECTT..2 IM W2-40re 01530.)IE► OAPNAlO ARCHT1 OTURAI QI INCORPMAT O NEARBY - J12/Jt I RFAGre��s�Bias CC*YFIW rar OT eA PFAMttREPRODucEo�'ci�iNcTu as w A501 OOFEO n ANr FORK O R NW O AM"WNATBOEYER.NON AN W TO BE ABgGIEB �' S.W. CASCADE BLVD. To ANY THPO PAATY WITHOUT FAST OBTASONG TIE VMSS WRITTENPERNIv B/r•r USFO ION FNGN THE TION CT TILE DRAWING IB NOTE C TO T. 1M�, OREGON 91223 uSEO rOR OONSTRl1CT10N UNTIL SIONEO er THE ARCHITECT. Ccnsultant Drawing Title ROOF PLAN I=_ Seal T Drown Project No. 1 SAC 95126.14 777,(1 CAD File No. -- Reviewed Drawinq No. (' l Al ROOF PLAN 0 , A103 Date ve•:r-o• � 3287 �C 3-211-98 MONSOON! E' lr'J�,y� Scale of Cescride Blvd.1UT19 l_, 1 1 _ , 980 - ,72,BUP I,-()290 } 1 1 (Fire) MEC9GOrT�7 1 �> 1 6 I 1 9 }i If This nalice appeal's clearer tha the Rlocumenl, the document is of mrrrgival gnn[;ty. -., 1 � , t�_llll��tILL fill .......................A..............1111 � 30X t ................. . . . ........... ..... _. I L 3 4 5 b 7 18 9 .1 0 1 1 12 1 .' 14 �\ (D) MATERIAL KEYING LEGEND ( 1b 1b 1 JENNIL-- ,{ — — Dlv' 10_ SPr.Cll'd iiES T____ LLJT , 10425.G1 SIGN TYPE I 10425.G2 SIGN TYPE II / - - - 10425.G3 SIGN TYPE IU y _ - ` - ��_ 10800.D TOILE SUE DISPENSER � �- 16440.L1 �� .f DIV 15 --_MECHANIC�A { 15440.A ELECTRIC DRINKING FOUNTAIN 15440.81 FLUSH VAIVE WATER CLOSET WAK CH3 V' N -- -- 15440.0 LAVATOM 10t2PREFABRICATED ACCESSIBLE SHOWER I --- — — 5.C1 10425.62 F � h 10800.E >, 10800 8 I 4 mAm 15440.D I N 115 ' T S74 44031 — 10800.8 `� L�1� 10800.1) 10425.133 921 j 1 til — . • — - -- 10425.133 - 15440.A f WALL LEGEND L S SOUND INSULATION (SILL TRACK SET N BED OF SEALANT) W WATER RESISTANT GYP. BD, AT SIDE EXPOSED TO WATER L13 ENLARGED TOILET PLAN F.E. : FIRE EXINGUISHER 1/4!=1{4, 9 __ CARD READER TAG SYMBOL DESCRIPTION _ ED 0WZWuUuW= NEW 2 HOUR PARTITION - 3-5/8' METAL STUDS 0 16' O.0 ' WITH 2 LAYERS 5/8' TYPE 'X' EACH SIDE TO NEW K CEILING ASSEMBLY • SEE: N8 A601 I, C2 r----j EXISTING PRECAST CONC, TILT UP WALL ADD 3.5/8' METAL STUDS 0 24' O.C. WITH 5/8' TYPE "X' GYB. BD, ONE SIDE TO EXISTING ROOF INSULATE WITH R-11 IN411 ATION. E ear NEW I HOUR PARTITION - 3.5/8' METAL- STUDS 0 24' U.C. WITH 5/8' TYPE 'X' EACH SIDE • SEE: � A601 Q ■�� NEW NON RATED PARTITION - 3-5/8' METAL STUDS 0 24' O.C. �l WITH 5/8' TYPE "X' EACH SIDE, SEE j (�) NEW PLUMBING WALL, SEE J9 A801 © C======3 EXISTING PRECAST CONIC. TILT-UP WALL. —" 0==M=JZ= NEW CONCRETE BLOCK WALL FENCE 6'-0' TALI. �-1 Q NEW CONC. BLOCK WITH CEM, PLASTER INFILL OF EXISTING OPENINGS. �I NEW 8" CONC. BLOCK INTERIOR WALL WITH 1 HOUR SHAFT LINER STUD. L-301 NEW 8' CONC. BLOCK INTERIOR WAIL W/ 3 5/8' METAL STUDS 0 24' O.C. AND 5/8' TYPE 'X' GYP. BD, 11 NEW 2 HOUR PARTITION - 6' METAL STUDS 0 16' O.C. WITH 2 LAYERS 5/8' TYPE 'X' EACH SIDE TO ROOF DECK. 12 mmummmm® NEW 2 HOUR PARTITION - 3-5/8' METAL STUDS 0 16' O.C. WITH 2 LAYERS 5'8' TYPE 'X' EACH SIDE TO EXISTING ROOF DECK. 13 NEW 8' CONC, BLOCK WALL WITH METAL STUD FURRING AND 5/8' TYPE 'X' GYP. BD, 14 NEW NON RATED PARTITION - b' METAL STUDS 0 24' O.C. WITH 5/8' TYPE 'X' EACH SIDE, SEE J6 A60t f- NEW SPANDRELITE TO MATCH EXISTING GLASS IN EXISTING OPENING. 3-5/8' METAL STUDS O 24' O.C. AND 5/8' TYPE 'X' -- GYP. BD. L_ a I 0 PERMIT AND BID SET 3/29/96 No. REVISIONS/SUBMISSIONS v Dote C A R R I L L 0 ARCHITECTURALGROUPINC SPRINT SPECTRUM 1321 Howe Ave PORTLAND Cio @ 2fe CA 9es: SWITCH C&ENTER (- J. eleven Gur'No 916 922.06/0 AJ.A. C11J23 FAX 922.4676 THE ICATiCT CNIRILLO NRDVKIURAI°ROUP INCORPORATED,HEREBY RE9;J„VFS ITS COMMON LAW CO"WINT NO OTHER Pl"TY NOMI A TH?SE Q! O W),RF NS FO DEWS N WIHICN ARE M TO BE A 1IHFY To CH ASO pi 10831 S.A� CASCADE BLVD. TOPAN n.wY 1agR dH WW4E11 WNRTIT OBT NOR AN,Er 10 RE NB917ED 8J' A i0 I1NT THIRD'ARTY WITNOUi FA{T OBTAV4NG THE,EVDRE85 gtNTTEN USEDI'MMSqN FROM THE CTION(`T THE n SIGNED 9 NCI FI,k r 10 BE TIGAR©, OREGON 97223 _ USED FOR CONOTMNIC TION UNIIL S,ONEU RV THF MC/ViFC1 Consultant Drnwin-j litlF, f3 ENLARGED FLOOR PLANS eal �,� '� �L .!^' Drown SKL Pr�,iF�c'- tJo. 95126,14 C (:Al) F Ir r1c. RIM 1 ti ___ D,awin9 No. isc �U [,caA104 <<, a-zr,-se 01' ��'` / Scale ''�"'�' AS NOTED r)f Cascade Blvd,10799 BLIP 96-0172,BUP 96.0298 (Flre)MEC 960087 180141 ?7 If this police appears clearer Ih;Tn the document, the document is of marginal qu»';q. : ..t .. �1►I.Ifjl`I. j tti.i.��' �M��tII��1fI1 ilflili.i.i . ' .I.JiIR.►.� 'Lt , .....:!I. ppmm 30 X IIIHitIfIillNtf it,tl►ftt ttf�Irin Ilnirifi D ...............................NIPPON " . now • �- iG- I 10 11 12 1 ,3 ) 14 115 116 117 (A' �� .� 'CC� E� MATERIAL KEYING LEGEND T DIV_8.- DUORS AND WINi)t},y, 0841011 ALUMINUM FRAME STOREFRONT WINDOW SYSTEM OM-S SPAiIM GLASS TO MATCH GLAZING t 2"1 _5P !A TI S 10200.0 LOUVER - SEE MECHANICAL No I AbUi %Tkf LJ SECTION r,I C D� E) L_ I- —------ IJ I J1 SOUTH ELEVATION 4 KEY NOTES 0. nB ` J Eil FDRIiED WALL W/ R-11 INSULATION LJ CONC. BLOCK AND CEMENT PLASTER INFILL AT EXISTING OPENING. SEE: E8 TYP. LI R-t9 INSUXION 0 EXISTING ROOF �4 NOT USED bDPAINT EXTERIOR NEW CEMENT PLASTER ONLY AND AREAS DAMAGED BY CONSTRUC110N. PAINTING THE ENTIRE BUILDING IS NOT IN CONTRACT. i6 ADJACENT TENANT 2 HOUR WALL 08410.1-11 El 5 U TYP. NEW INTERMEDIATE CONC, ROOF DECK % � Nt2 LJ NEW 8' CONC, BLOCK WALL r_- L �-• I - I (- - A601 LL Ll I E 1 NORTH ELEVATION --- ' Q PERMIT AND BID SET 3/29/96 No. REVISIONS/SUBMISSIONS Dote C A RRILLO pr)je(:t /_ - s1� --. --� -. 5, ARCHITECTURALGROUPINC 001 SFQINT SPECTRUM 1371 1h«Ave PORTLAND Cwt'4°2 CA 35375 I SWITCH CENTER „ J. Steven CWrtMO 915 074.0530 AJ.A C11.717 FAX "2.4576 THE ARCHITECT, CARRRIO ARCHITECTURAL 01C1A'MLORPORATED,HERESY RISERYES ITS COMWN LAW COF"W AM OTHER PROPERTY RKWS 11 RESE Q� �-- �— - - 10200.0 PI F"E 011AS AID III OR N WO ARE T10T i. Rft THEY TO K ASO OR 10831 S.W. CASCADE 8111Dr COPED N ANY FTXWI OR NANIER 1WIATSOEYER,IIOR I1E THEY TO S[ACGOETI TO ANY 1HIRD PARTY WITHOUT FIRST OBTAMNO THE EYMIESS WRITTEN u9FOPERWK i tRCO THE AKWTICT104 CT.THE D SIGNET) IS NOTE AICL OR TO 5F TIGARD, OREGON 97223 USED FL I CONSTRUCTION UNTO RIONEO av THE MCMTECi ConSu(tal.t Drowlno litle — EXTERIOR I z ( - -- — --- -- --- --�i ELEVATIONS AND SECTION Seal Drnwn Project No. CF/1SKL 95126.14 Checked CAI) File Pdo—� Al EAST ELEVATION ��` ' /' � �rt'� Re�vfewed Drawing No isc °tP A200 SCnle Cascade Blvd,10799 1 f1 12 1 � 1 q- 1 `, 1 of 9 1 I RUP 96-0172.BLIP 96-42gP C (Fire)MEG 98.0087 190 11 1 If this police appears clelrl-er U1;111 the docurnent, the document is of nlarginlEl quElP;ty. Dr � , 1(I��- , r�►I�;�, �� IL ..�:� ��►1► 1 I(illlllilt IIII Illi 11 �Iltl gisrpll IMifi;'1 r�llnu�lnrllm I��Ilnil n � 30X - 1 2 3 4 I 5 6 8 9 10 1 1 12 1 13 14 1 7 MATERIAL KEYING LEGEND r� J I I I I I I I I t J9/FBI A802 TELEPHONE \ N CLOSET p V I M - --. .-- -- -— -- - til _ ----- 1 -- - - + - --T-� C2 X/z 4 --- I ILA I CA -- -1 --- L - — - T/ I i I -- --- ---_ - -----_ - - _ i L I C -- i I __J i L lei I I I � kXJ16 r� �TERIEB [XI=�i �c 1 i A802 i`- �44I1W. a — I - - - cy I - – ! – --- KEYNOTES - —+ AREA OF ACOUSTICAL INSULATION SHOWN SHADED13 1 11 - _.. 1 ; OPEN TO EXISTING ROOF x� - - i• 19111 fill fill Ell I I -- R i (5) p7i= LEGEND 1 1 - --- ---- -- — - - - - --- -- - - ---- -- - - ---- - -- - --- - -- - - _ __. _ © 2x1 FLOURESCENT FIXTURE G ' J NIGHTLIGHI E9 � I �� l I ® SUSPENDErs FLOURESCENT FIXTURE _.. A802 (x FO WALL MOUNTED LIGHT -- i- "-3 [ I `-1 NEW SUPPLY DIFFUSER f - - I 1 NEW RETURN REGISTER F NEW EXHAUST FAN M� �\ V I I I f _ - r1Q PERMIT AND BID SET— 3/29/96 l / No. REVISIONS/SUEIMISSIOi4S Date Nov _ ERATOR 2 / ( ProjecT �- CARRILLO I"CTTTT�j� ARCHITECTURALGROUPINC SPRINT SPECTRUM - i 021 No" Ave PORTLAND 1410 men S1IUITCH CENTER I I I I I e0fe1l MIO, CA 06126 Steven Carrillo 01e Spit 051110 A.I.A. C11.222 FAX 122.4611 THE ERVES�ISOCOINKIN LAW COPYRIGHT NOD OTHERPROPE{:1YRIWb 11 THEAF KAra,.IDEASW AND OR N eO HAT NOTM ro BE AFF, TOONAnGED� 10831 S.W. CASCADE BLVD. corcG n wn roaw OR wwetR wHATeoErm,MR AR':rIE,ro eE A6W✓f!� TO ANY MATO PARTY INITHOUT FIRST OBTAP"THE E76REB5 WM".TENPtRM �/► Q� U9E0SS OFROM THE ONRTRUMCOIIION CT THE Wt SIGNED 1AWING 3Y THEFIN Al OR Ch,TECT 1�AeWl OREGON 9,7223 _ Consultant Drawing Title REFLECTED t, CEILING PLAN Seal �" brown Project Na. 95126.14 - 9 SAJ/sAC °•` Checkcd CAD File No. R9 / C-1 Pe,ewed Dmwi,ig No. Al REFLECTED CEILING PLAN D°'P3zo_�d A400 A _ r _ ve• • ,9 ,� UO Scale 1lg'a1r-0" /�s�'- — Of - 34 5 6 7 10 1 1 12 1 .- 14 15 1 16 1 17 Cascade Blvd 10799 ♦3UP 96-01 r 7_,BLIP 96.0;9R (Fire)MEC 96 0087 If this notice appears c•leru•cr Ilion the document, the document is of marginal t iij 1 1111 1,1 .1-,FirfAfrill(tltllIl1►Il l(I(I(l1ill 1111111 ill D l ill �li� n�! illn>Irtnnlrll uii mt 11�1►1 n1llNlr fl�bhl m�Imllnnlnn iNiiun � L .. 2rsuaiiY4Nk11r e 1" „ e+... ,'_.,..t 31 0.M o,.:., r1 h 17 �rrAUA�11raNe1<aAatuxca�wa daae�•:xA+,-�,.... TT i Ce1T --CC1Tf11llE OF FURK. Can tLDE OF FgtU�. Alf .•utA OF F rloML 5Ymox Of MxEsstf'iluw: �` - ACTIVATOR -FI�Y,ACTIVATOR a, WOE sitlE FL116H ACTNAioA AM WIDE SIDE __. _ F_ _* 4 ATERIAL YIN LEGEND t WWE FIGURE AND KIRDER ON PALE BACKGRGIINND. I y� � TO 10 � .� COLOAR1�N0.160Y0 N FEDERAL Sit. 5964 I PULL SIDE +F I 1LETT7�11N�J11�HEIGHT �+ `'� its- EM AT A IMA 2. WDl;Lip-r�QtIT RAi10 BtiWEEN kb AND kt > � �{' � ( � � ,-1••I�,, I I � �_ � _ a ' - - f�_ pp,��qq I 110011 J. STROKE-TU-WD1H NI9GHT RAT1G BETWEEN kb AND k10 1 CONTRAST fNOARACTERb AND SYMBOL WITH BACKGROUND 16' MOL a1AR AT b. 'SAAB SEI'IfF' Cl4ARACTf:RR, MI'PERCASE. i � _ 8Q'�� °� � � - I i SPACE RAISER AMli IlEG:fSSED CIINIRACTERS AM SYf�flOLS: - � � � -DMA CIA. t L c TTHRS AND K M M MINIMUM v32, I 1 SYMBOLS MNMUM 6/8' 10 MAXI NUM 2' HIGHl ® t (+ CONTRASTED CRINGE 2 BRAILLE. DOTS SHALL BE 0.1 l -i- WOM r aP11 m 1HN AJO ENAL ti• SPACE NCN ON SPACER in EACH CELL HIGH FORWARD MAX. FORWARD kr,ACH OVER ADDrrgNAL SPAM F DOOR CF i:I�IID WITH BOTH A 2. 0.2 ISR SPACE BETWEEN CELLS. REACH LIMIT AN OBSTRUCTIG N t IF Dtxri B€C&OW LATCH A A CLOSSL .!. pG(O�TS��gA18ED iJ/�11N 0.025 INCH ABOVE BACKGROUND � � ��A P�TBOir1ERNaL 1 LATCH r,A Cxoeel. DOOR IN SERIES ADDITIONAL STALL t OMENSION OF PICTOGRAM SWILL BE A MINIMUM of 6' x eHrAl1` E`Eys DIN OR EW TO tS&O t' Z SHALL BE o`1T[� r,�pt � ��i� OCCUPANCY MULTIPLE TOILET STALL � MULTIPLE TOILET STALL w/ OUTWARD ACTING DOOR CLEAR FLOOR SPACE ' ro z w►t� r�1 l�li rhes L NpEs,INCHES r tIHAu SE w Opt•wC( I >r 1S r�1 ," SIDE ENTRY AND PARALLEL GRAB BARS. I ES W 2 PICT BE ACCOMPANIED BY EQUIVALENT !0 ro 25 rwcSES THBR r liflAll E u 1KJFES N'X T �' t,�L _ I 1 I ENTRY AT LAVATORIES 0190 `ION DIRECTLY BLOW FRONT APPROACH 1 11 �, - 1V4. TO GRAS BAR t REFLrrCTG] PORG'ELAM ON STEEL WI1H BEALIED TEXT FORWARD REACH Pul \ I - 1 v1• ��"� �`-��-- ` AND SYMBOL, UNLESS NOTED Ol'ilRWoE" I - + 2 NATE PRXiI AND TEXT ON BLUE (i1ACKL3ROlND, I / ' I MAX p COLOR ND.1808D N FEDERAL STD. Alba }/ REF ► H_1ma6, ADA 4.30 � _- gyp• A, + w I I , N �-per--- T '` --- TYPE ��\ I N 7 � 61 WOMEWS TOILET ROOM DOORWAY SIGN, ;-fik- ~ I ` r� I ; , r BOTH DOORS OPEN 'JC'T I \ t i t- { `\• ,'I 12• DIAIETIR, V4' THICK WITH FEIMAL. i I. - ID PICTOGRAM AND LETTERING STATING C - W VOMW. F�`IBH OF BACKGROUND SHALL _ _ _ �_.c w(NaEN DISAT .4W LY A.F.F. TO AST DOOR. MOUNT I "- -� II + WATER CLOSET SECTION THROUAS GH 60' DIAMETER SPACES FOR 180• TPACE 11RN5 ��`'`� T1'�7' PCL ARANICf Al .60• . TO c:R:h<<9LIE OF SIGH' CENTERED ON DOOR ` TYP. GRAB BAR WHEELCKAiR TURMIING SPACE LAVATORY CLEARANCES - T- - SLOE ELEVATION �: T-?4��if10D.b, ADA-AIA� ® ® � �F � i • � CLEAR FLOOR SPACE MAXIMUM SIDE REACH HIGH AND LOW __ lam-NOTES: _--- -_--___.- - ITER CLOSETS;_ PARALLEL APPROACH OVER OBSTRLICTIUN SIDE REACH LIMITS 1►DON LATCH i DOW HAS = A PROVIDE ROOM DENTFICATIO N SKINS AT ENTRANCE TO TOILET ROOMS, REFER TO 1 SEAT HEIGHT '.7' TO 0' ABOVE FLOOR WITH 2' HIGH TOILET SEAT TYPE�!__ EIOTH A LATCH 1 A OLO/EII '"---" � T T ROOM M�IALL SKW WITH SIDE REACH_�� - SMAGE, DETAILS AND NOTES. PROVIDE SKIT TYPES 'E', 'F', 'G', AND 'H' AND 2. CONTROLS OPERABLE NTH ONE HAND NOT R'OLIIRING TIGHT GPAS►'NG, PINCHNING OR PtC AM LETTERING AND BRAILIE HINGE APPROACH i'' DOORS AT OPPOSITE WALLS [STALL AT APPROPRIATE ROOM LOCATIONS. TWISTM OF WRIST, AND LOCATED ON WIDE SDE OF TOILET AREA. MAXIMUM HEIGHT STATINu 'WOMEN' MOUNT AT 4(" AFF + + B. ROOM ENTRANCE DOORS SMALL PROVIDE CLEARANCES AS REOUIRED FOR DOOR OF CONTROLS 44' ABOVE FLOOR WITH MAXIMUM FORCE TO ACTIVATE C:- 5 POUNDS. *0WEN TO CEN1ERlNE OF SIGN, ADJACENT TO -- I � CLEARANCES. REFER TO DOORS AND DOORWAY DETAILS AND NOTES. URINALS: STRIKE :>fC: OF DOOR. MINIIIII CLEAR ;�JOR SPACE ALLOWING FOR FORWARD OR PARALLEL APPROACH - -�� 8IDE ' BY A WHEEL CRAW SMALL BE PROVIDED AT CONTROLS. DISPENSERS, RECEPTACLES `-- - _ _ - REF. T-4-WA, AOA-4.t311t`I,4.30,'� AND OTHER EQUIPMENT �IULTIPLE-�CCOMODATION TOILET ROOMS t RM PROJECTION FROM WALL MINIMUM 14' AND AT A MAXIMUM OF 17' "3VF. FLOOR. 2. CONTROLS SAME AS FOR WATER CLOSERS. 2 THE HIGiEST OPERABLE PART OF C.OIY fRCX S AND MECHANISw$ SHAD BE PLACED 1 WHEELCHAIR CLEAR SPACE SHALL BE A MINI" 60' DIAMETER, OR 58• BY 63• 1=4 2. CONTROLS TYPE "III": WITHN A LEAST ONE REACH RANGE EASED UPON DIRECTION OF APPROACH AND Rk-L-. 41GLE, TO 27• A80VE FLOOR. DOORS OTHER THAN ACCESSIBLE TOILET STALL Mk•N'S TOILET ROOM DOORWAY 0 OBSTRl1CTK1NS. � _--- -�-- ---- w-- Al �_ DOORS MAY ENCROACH INTO CLEAR SPACE g, NOT MORE THAN 12': t MHS" OF 18' FROM ADJACENT WALL TO CENTERLINE OF FIXTURE. ZI, ,� 1/4' THICK WITH MALE PICTOCTAM 3 ELECTRICAL ANI' COMMUNICATION SYSTEM RECEPTACLES ON WAILS SHAH BE Mr,)uNTED 1 ACCESS OF NOT LESS THAN 1,/' SHALL BE PROVIDED AND CO!�CT ALL ACCESSIBLE 2. MINIMUM FLOOR CLEAR SPACE OF 30' X /8". yljijF AND LETTERING STATING 'MEN•. ZIIISH NO LESS SINN t5" ABOVE FLOOR. OUTLETS AND AECEPTACIES NOT NC WALLY INTENDED ELEMENTS WITHIN TOILET ROOM. 3. RM OR COUNTER MAXIMUM 34' ABOVE FLOOR WITH MMk1M 29' HIGH KNEE CLEARANCE OF BACKGROUND SMALL DISTt'C-LY FOR USE BY BUILDING OCCUPANTS NOT RE(40--*D TO COMPLY - - 3. S?ACE IMMEDIATELY N FRONT OF ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL FROM FRONT EDGE 6' DEEP AT TOP MINIMUM 9' MGH TOE CLEARANCE FROM MAEN CONTRAST DOOR. MOUNT �.? LIFO' A.F.F. 4 CONTROLS AND OPERATING W-CHANSMS SHALL BE OPEEIABLE WITH ONE HAND AND - BE 48' MNIIMKIM MEASURED AT RHr�1T ANGLES TO THE COMPARTMENTS DOOR N ITS FRONT EDGE t7' DEEP AT FLOOR. " TO CENTERLINE OF SIG►i, CENTERED ON DOOJR. NOT RE TMHT GRASPING,SMALL QUIRE SPNG, P1NGNl'NG OR TWISTING OF T' CL T c .f WRIST. 1CLOSED POSITION 4. HOT WATER Aro DRAIN PPf� INSULATED OR COVERED, WITH NO EXPOSED SHARP REF: T-24-t1tB.e ADA-N/A THE FORCE REQUIRED TO ACTIVATE CONTHNAS SHAH BE NO GREATER THAN 5 POLIOS. a• 4. ACCESSIBLE COAATMENT DOORS SHAH BE OUTWARD ACING S�1F-Cl0•;MlG, AND OR ABRASIVE StNRFACES, PROVIDED WITH HANDLES AND LATCHES WHICH rREGLARE 40 GRASPING OR TWISTING, 5. CONTROLS OPERABLE WITH ONE HAND NOT REQUIRING TIGHT GRASPING, PINCHING OR 'if1 ' ' i s Bb ADA ill 1► DOOR SHALL HAVE AN UNOBSTRUCTED OPE40G OF 32' CLEAR FOR SIDE ENTRY TWISTING OF WRIST. MAXIMUM FORCE TO ACTIVATE OF 5 POUNDS SELF-CLOSING PUSH SIDE DOORS AT ADJACENT WALLS DOORS WITH MIIMUUN 9• BOTTOM CLEARANCE TO FLOOR AREA NGT REQUIRED TO VALVES SHALL REMAIN GPEN FOR MINIMUM OF 10 SECONDS. i 6 REACH RANGES RAVE STRIKE CLEARANCE. w larE:.e• � � � GRAB J �I METRES TOIL€T_RQOM WALING WITH •- DOOR HAS A CLOSER VESTIBULE NOTES: 5. ADDiTIONAL 36' WIDE STALL SHALL BE PROVIDE WHEN TOILET ROOM HAS 6 OR MORE t MOUNT AT 33" ABOVE FLOOR, EXCEPT AT TANK TYPE WATER CLOSET ALLOW 3li" MALE PICT AM LET AND BRAILLE TILING 'MEN' MOUNT AT •60' A.F.F. STALLS. STAIR SHALL HAVE OUTWARD ACTING SELF CLOSING DKXN1 AND PARALLEL LATCH APPROACH ABOVE FLUOR AT BACK OF STALL. MFN 0 CFK7ERLNE OF SMI. ADJACENT TO NW CONTROLS l SPACE BETWEEN TWO CONSECUTIVE 3NG>E GRAB BARS. 2. SDE BARS IY LONG, FRONT END POSITIONED 21' FROM FRONT END OF WATER CLOSET -- STRIKE SIDE OF DOOR DOORS N A VESTIBULE, N OTHER THAN 8 WATER CLOSETS N ACCESSIBLE COMPARTMETNNS SHALL BE LO(ATEO TO PROVIDE 16' DOOR CLEAR SPACE A STAIRWAY EXIT, SHALL PROVIDE A MI FROM SIDE WALL TO CENiERLNE OF FIXTURE, 3Y FROM SDE V/ALL TO EDGE OF BOWL BACK ENO w17HRN 12' of BACK WAIL. REF, T 21 HVA. ADA-41.311W,4.30 3. REAR BARS 36' LONG 48' . .EAR BETWEEN DOORS N 90' OPEN ANO 48' FRONT CLEARANCE AT FRONT ENTRY STALLS OR 50' FRONT CLEARANCE AT 1 BAR DIAMETER 1 1/4' TO 1 t/2' WITH 1 1/Y SPACE BETWEEN WAIL AND BAR. POSIi1011 AND OPPOSITE WALL OR DOOR. SIDE ENTRY STALLS. 7. URINALS CLEAR FLOOR SPACE SHALL BE 30' X 48• N FRONT �` URINAL TO PROVIDE S. BAR, FASTENERS AND MOUNTING DEVICES SHAH WITHSTAND 250 POUNDS BENDING, - TYPE "V": EXWTM COVITI IN. VESTIBULES FORWARD APPROACH. SMEAR All) TENSILE FORCE. ✓ Y 1 - 6. BARS SHALL NOT ROTATE IN FITTINGS. NATURAL � PFFD T 21-33046.1120. ADA 413.7 SIN LE-ACCOMODATION 'TOIL.ET ROG'MS: �AA141B anrw DrV PARING LOT ENTRANCE SKIN, LOCATE RIOHT-OF-WAY RESTRICTION ---7 . ACCESSORIES: _ I WHEF-LCHAR CLEAR SPACE SMALL BE MINIMUM 60' DLAAETER OR T•SHAPED PER 1. MIRRORS MOUNTED WITH BOTTOM EDGE MAXIMUM 40' ABOVE FLOOR. asAetfO PERrr OXIr AT EACH PiJRKING LOT ENTRANCE ON 1, LF11ER LAT(� -SHAPED SPACE FOR SO DEGREE TURNS. DOOR SHALL V0T ENCROACH INTO CLEAR SPI 1. - - ( t METAL POST WITH THE BOTTOM OF THE - DULL PLATE V� 2. DISPENBING AND WASTE RECEPTACLES MOUNTED WITH ALL DISPENSERS AND OPERABLE \ SI(I!1 Al 24' ABOVE FlMMB?ED GRADE: DOOR OR GATE ` ►WINIE PARC BAR. 2. WATER rdGXiET3 SHAH BE LOCATED TO PROVIDE 18' FROM SDE WAIL TO CENTERLINE OF V1OIATORS SUB.FC7 r0 1 CONTRACTOR TO COORDINATE WITH SOP i ,\ FIXTURE. 28' FROM AN ADJACENT FIXTURE TO EDGE OF BOWL AND 48' FRONT CLEAFRANCE. PAR rS AT MAXIMUM 40' ABOVE FLOOR. ( (XfAR OPIEINM "I 8E BETMA?9F J. TOILET PAPER DISPENSER WITHIN 12' OF FRONT EDGE OF WATER CLOSET. DISPENSERS 1ulrwc waEw ORS BLAB±o 1�R ADDRESS /NO pi{p� N1I,661 ' � 3. N EXISTING BULDIK3S, SINGLE-ACCOMODATKNN TOILET ROOMS MAY HAVE WATER CLOSET-- THAT CONTOL DELIVERY OR DO NOT PEWIT CONTINUOUS PAPER FLOW ARE NOT ALLOWED. NO A Fw* OF UP to l4'0 TIE DOOR N ITS i0' OPEN POSITION ACC`. =f PRIOR TO INSTALLATION OF $KKIILL 1 LOCATED IN AREAS PROVIDING 36' X 46" CLEAR SPACES N FRONT OF THE WATER CLOSET. UNDER DRS•Ran 1 AND THE FACE ( THE STOP. - - � CONTINUOUS FEED ROLL TYPE DISPENSERS SHALL BE PROVIDED AT ACCESSIBLE STPILS. SKIT SHAH COMPLY NTH THE STANDARDS SINGLE DOOR 91 x TO DOO W ER GENERAL REF: T-24-111116A, 7, 1, l 1. ADA 4.16. 4.9, 4.10. UJPC tti0L0, t6W. t601, 10Qb OF THE OREGON TRANSPORTATION NOTES A'v 9KI COMMISSION N COLOR, SIZE, AND rHARACTER.� ,r ,. Y TYPE -- -- - JJ ` J 12 TOILET R0011►1S AND 'XTURES VAN ACCESSIBLE fes`- SOLD BOTTOM RAI, REF :T-24-111211184, ADA-IIIA taxB� NONE TOILETS CAM SIM i DOOR CONFIGURATION ,� # AN 1• TYPE "VI": MAIMS i SEAR OPENIIIM FOR rwo LEAF DOORS T � LO88Y 'r'r X i MUST BE BETWEEN EITHER DOOR N ITS L _- PARING STALL SIGN, LOCATE AT ��T i 00' OPEN POSTTICXI ILIO THE ELIDE '. I THE INTERIOR EMD OF EACH TN TH ACCESSIBLE r,A�, \ OF THE OTHER DOOR r STAIR ON A METAL POST WITH THE ut DOUBLE DOOR J-�1 f .e1 I I LANDING -V1'NM RAD, TMP. BOTTOM OF THE SM AT 60' ABOVE - 11 SIDEWALK OR WALL MOUNTED AT 36' 't --_1 1/4•MIN.SIDEWALK OR GRADE. DOOR CLEARANCE & FLOOR SPACE _-_- DOOR CLEAR FLOOR .'PACE ON EACH COMPRESSED CARPET - - AT PARKING STALLS ADJACENT TO 8'-0' t/4•MAX �� STRIPS ZONE PROVIDE 'VAN SIDE OF DOOR SWILL BE LEVEL EXCEPT _ b ---- - ACCESSIBLE- SIGN BELOW SYMIIOL OF A f EXTERIOR LANDINGS WHICH MAY F/M1 FLOOR EVEN N� � �� SHOLD ACCESSIBILITY. REFER TO SITE PLAN. SLOPE A MAXIMUM OF 1/4.12 nCrEssla,:: REF, T-24-tMA, ADA•1.NL1 2. AT DOUBLE DOORS AT LEAST ONE LEAF •r ,� CAME RANGE GENERALNOTES:NOTES: _ _ _ _ __ SHALL PROVIDE THF Ml CLEAR OPENING TYPE "VII". - �- 3. CLEAR FLOJFR SPACE AT DOORS IS TNIESHMD OVERHANGING AND PROTECTING OBJECTS PE I. F SLOPE IS GREATER THAN 1:10, 5% GRADIENT Il SHALL COMPLY WITH CLEAR DEPENDENT R SP DOOR SWING, T �f ACCESSIBLE ENTRANCE SlNyv RAW REQUIREMENTS. HARDWARE CIN DOOR AND DIRECTION OF THRESHOLD HOLIES: l -- 2 DECAL FOR GLASS, MOUNTED 2 F SLOPE IS LESS THAN 1:17, BX GRADIENT, SURFACE SHALL BE SLIP RESISTANT APPROACH. REFER 10 DOOR SCHEDULE N I. C4 AAMS N LEVEL 41EATE R THAW 1/1' SHAH � � t�- - DOOR MAT r Q 1 AT .5'-0' A.F.F. TO EQUAL TO A MEDMAd SALTED FLASH, ADDITION TO PLAN AND TYPICAL DETAILS. BE ACCOMPLISHED 9Y MEANS OF A RAMP. ___ __ - A CENTERLINE OF SIGN, TO BE � I i I j I ! i I ! I I AIL VISIBLE FROM RUTH SIDES 3. F SLOPE S (TREATER THAN W. 8% GRADIENT, SURFACE SHILL BE SLIP RESISTANT. HANDRAILS 4 L===�► 4. CROSS SLOPE SHALL NOT EXCEED 1/4:12, 2%. DOOR WIDTH THRESHOLDS Ill FII, FLUSH MOUI,"ED LANDING 3. LEVEL AREAS OF 5'•0' x WIDTH OF WALK SHALL BE PROVIDED Al WALKS WITH IFF, T-213304, ADA 1.13 H>FF.: r-24.3J114A1 ADA I.ql (�' 1`) MATH ARE PI�A8L-E REF' r-24-3106AI�N. ADA 1.1�1TNol• 4'q"7111 CONTNUOIS GRADIENTS AT INTERVALS A MAXIMUM OF 100 FEET APART. OBSTRUCTIONS �_ -� _ 8. GRATNG3S WEEN NECESSARY MAY BE LOCATED 0 WALK SURi=ACE. GRATING N _ TYPE "VIII": WALKS SHALL PROVIDE GRID OPENINGS LIMITED TO 1/r MAXIMUM N THE HARDWARE: DIRECTION OF TRAFFIC FLOW. O 0 0 (d PARKN(i STALL SYMBOL ON PAVEMENT 1 LOCH( OR LAiCH SMALL BE OPENABLE FROM NW WITHOUT 113E OF KEY OR SPECIAL '-r'."'. CHANGES GREATER THAN 1/4' AND LESS THAN V2' SHALL BE BEVELED AT k1. Jo0 I i in WITH TRAFFIC PAINT. REFER TO 1 KNOWLEDGE OR EFFORT. 187 1mu 1[ii HW�RAI AT lA1BNOS OF STAINS 50 PARKING SPACES DETAIL. CHANGES 1/4' OR LESS MAY BE VERTICAL. 2. L')CK OR LATCH SHALL BE OPERIBLE MTN SINGLE EFFORT WITHOUT REQUIRING GRASPING APPROX. 0 Q (JO (0) � 3. MAXIMUM EFFORT TO OPERATE DOORS NOT TO EXCEED 8.5 POUNDS AT EXTERIOR rr TAPERED STH11AUTlDOIACO TBA�CKp�IKEDIATELY TRURN --- REF. :T-21-t129B.5, ADA RVNOT A L AND 5 POUNDS AT INTERIOR. AT FINE DOORS 15 POUNDS WHEN APPROVED Br 0 G @ O o A - �f ARSE EXTpND I INTO LAM 8 ORPPATH OF VEL. THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 4. PANIC HARDWARE SMALL ACTIVATE AND DOOR OPERATE WHEN A MAXI IN FORCE OF g @ O Oo EXPOSED EXTE1N810N OF NAi;DRAI SIIALL E EOUAL. Y! PO6WJS IS APPLIED. o 0 o U TO THE THREAD WOTH PLUB 12 INCHES. - - ------ --- REF: T-24-1CTJ 4 i1339. AOA ;.6.1, Ab.2, 1.61 Ffl STAIRS REF.: T-24"1004 t 1t33e.1 t 2. ADA 1.13.n 45. STAIR HANDRAILS T OP E3 SIGNAGE E6 SIDEWALKS E9 DOORS AND DOORWAYS 4PA4R A o• _ -_ -- „� _ AT BASE APICAL SECTION-A--A L: PIAN CHECK COM6, S- ^- - _- 4/24/196 PERMIT AND BID SET NONE SIGN NONE ��( N.T.S. DOORS TRUNCATED DOMES Lail 1 . 1 N� REVISIONS/SUBMISSIONS �--------- -------.`--- O�29/96 . .L T -.r- r wL GENERAL NOTES: WIDTH ML i 2' Nk T TREAD WIDTH CARRILLO 1. WARNING CURBS PROJECTING A M rAJM OF 6' HIGH SHALL BE PROVIDED ADJACENT _- �� A 3 C7 z TO SIDEWALK AROUND ABRUPT CHANGES N LEVEL EXCEEDING 4' VERTICALLY, r EXTH3NOR STARS µ�� SIDEWALK AT STREET EXCLUDED. ARE TO HAVE wAglq� ARCHITECTURALGROUPINC ------ -}-- ?. WARNING CURBS ARE NOT REQUIRED MX GUARDRAIL ON HAiIL�RAI, IS PROVIDED SPRINT NOTES AND HAS LOWER GsODERAIL PROVIDED 2 TO 4' ABOVE WALK AND THE WALK tC -� \�" �Q�CTRU� ti #- --�` - --� - ---- 5% GERADEN-i OR LESS OR NO ADJACENT HAZARD EXISTS \ Ver EC IIS v V,-v-y- y1r.,,y 1 (A DISABLED ACCESS SKIN, REFER TO SIGNAGE GENERAL NOTES AND SKIT TYPE W. 3 OVFRMPA3INU r1BSTWA;TR:P!S AT WALKS SHALL BE A MON" OF 80' ABOVE THE WALKING SURFACE. l;J WALKWAY,REFER TO SIDEWALKS. GENERAL NuTFS AND DETAIL. 4. i'FRC'JECTING OBJECTS SHALL NOT REDUCE THE REQUITED CLEAR WIDTH OF NN AA. OBJECTS RWTH BOT OM OUTETE OR R EDGE BELOW 27' ABOVE WALKNG SURFACE WARNING STRIPING AND HANDRAIL EXTENSIONS IgA PORTLAND \� A __ - - _ � RAMP, REFER TO CURB RAMPS, GENERAL MK)TrS AND DF-TAILS 1 8 2. MAY PROJECT ANY AMOUNT. +Nr�rw �.+ ' L 4 1 4 1/4:1? MAX. SLOPE W ANY DIRECTION. 8, LGJECTS WITH BOTTOM OUTTER EDGE BETWEEN 27' AMO 80' ABOVE ie ENERAL NOTE OA *S �O SWITCH CENTER a {1 � V::;LKNG SURFACE MAY PROJECT A MAXMlA1 O� 1 . � �-•---_----- ----.- - oA �r i HOSE: MOONRIIA� 4',MAXIM UM 7' J. 91e1'a Orr*' on on-Ono C. FFREESTANUNG OBJECTS ON POSTS OR PYLONS MAY PROJECT A.I.A. NLM FAX $U-4M \ 1 ` n 12' MAXIMUM iF BOTTOM OF PROJECTION FROM POST S 2, RUN. MEIUM tf i/( M-MUCT GM&IC RACHR TUTAI mw 111DWO��rto .deer l_J INTERNAMM. SYMBOL OF ACCESSIBILITY PAVEMENT SYMBOL, REFER TO SIGNAGE, BETWEEN 27' AND 80' ABOVE WALKING SURFACE. 1 WIDTH: AS REQUIRED FOR EXITIN °1T `vT LESS THAN 44' UNLESS OCCUPANT A1%"s n Mm"ue cap"w No 0""Sana"amts a not -1 GENERAL NOTES. AND SIGNN •D'. LOAD IS LESS THAN 50, 36' IS ALLOWED. �W",r,TNoo,.,°��"IVF 401 Wf;°�;,'e,N'A0AM,1 to� °1 �� S.W. CASCADE �w. S. ALL WALKS, MAILS, CORRDOFRS, PASSAGE WAYS, AISLES OR OTHER CIRCULATION 1 HANDRAILS MAY PrIOJECT INTO REQUIRED WCTH 3 1/2' ON EACH SDE. a ANr r0p oMtr wltNwt c.er aAtApm fNt FXP1Ees warm ALCOVE RAILING/WING WALL a SPACES SHALL HAVE 80' MINIMUM CLEAR HEAD ROOM. "Vmms,nN rPw rre Aacl�*rc+ aK auwao n+0r nw 0r r0 w �yA�p�, �p��/�y / 6 5'-0' MI. AT TYPICAL ACCESSIBLE STALL, 8'-0' MIN. AT VAN ACCESFABLE TALL, 6- DIIAN(ES N LEVEL UP TO 1/4• VERTICAL IS AVOWED, BETWEEN VA' fU 1/2' PROVIDE 5. HANCf2.�ILS SHALL 8E 31' TO 36' ABOVE NOSING Of TREADS. �F<: .O,R Cac.Mwt" A>,tA WVro By tK Aacwlrct IINN' M OREGON 97223 REFER TO SiTE PLAN FOR DESIGNATION OF STALLS. 1:2 SLOPE, ABOVE 1/2' LEVEL CHANGE. SHALL COMPLY WITH RAMP REQUIREMENTS S. HANDRAILS SHALL EXTEND 12' BEYOND TOP NOSING AND 12' PLUS TREAD WIDTH Cern-.illi int Drowin9 Title 7 CARPET SMALL BE FIRMLY SECURED TO FLOOR AND SHALL HAVE MAXIMUM PIIS BEYOND BOTTOM NUSNG HEIGHT OF 1/1', EDGES SHALL BE RECESSED OR PROVIDED WITH TRArISITKN 7. INNER HANiTRAILNGS SHALL BE CONTINUOUS AT LANDINGS AND NOT EXTEND I CRINGING FOUNTAINS SHALL BE COMPLETELY WITHIN/ALCOVES OR POSITIONED OTHERWISE -� 3 STRIP EDGING WHICH PROVIDE A MINIMUM 1:2 SLOPE. 1/2" THICK CARPET �' ONTO LANDING TO NOT PROJECT INTO PEDESTRIAN WAY AND PROTECTED BY RAM.NGS OR WING WALLS. SHALL COMPRESS A MAYJMIIwt OF 1/4'. 8. STAIRWAYS WIDER THAN 88' SHALL HAVE AT LEAST ONE ". ERMEDIATE HANDRAIL. ACCESSIBILITY 2 CLEAR FLOOR SPACE FOR WHEELCHAIR ACCESS CHILLI BE MPNiNl1M 30' X 46', 6. DOORMATS SHALL HE EITHER RECESSED OR OF THE TYPE THAT WILL LAY F1 AT 9. TREADS SHALL FE SLIP RESISTANT WITH SMOOTH, ROLMKiED OR CHAMFERED D E T A I' S UNDER USE OF WHEELCHAIRS AND ASSISTIVE WALKING DEVICES. EDGES OF EXPOSED EDGES � MK 3 MM4lMl11 CLEAR AID UNOBSTRUCTED KNEESPACE lAiiXn ,'fR!!'!'!!�= ECXJNiAIN SHALL FEMill 10. NOSING SHALL NOT PROJECT MORE THAN 1 1/1' BEv:JiD EASIER. 21' HIGH BY y' DEEP, SURFACE TYPE MAT TS SHALL COMPLY WITH REOUIREMENTS FOR CHANGES IN I EVELS. 1X NO OPEN RISERS AF>< rERMITTEO. BER SIT STALL c 2. PROVIDE CONTRASTING COLOR STr"P AT TOP ,4ND BOTTOM OE INTERIOR STAIRS 4 BUBBLER CONTROL SHALL BE C(.WRO!I ED WI I UT �S 9. DETECTABLE WARNINGS AT HAZARIDOUJS VEHiCG1l.AR AREAS SHALL BE PROVIDED WHERE HO GRPPI4G, ON FRONT OR WITHIN i 8 ACGES.,BIE PEDESTFdAN WAYS ARE ADJACENT TO VEHICULAR AREAS AND NOT it A4 Crown �+"<< Nc, 6' BI FRONT ()F WIT PER SITE PLAN , AND EACH TREAD AT EXTERIOR ^ 95126.14 S Bl1BBLER (X1TlFT WITHIN 6' 0c FRONT ()F AAAI AND INTI WATER SiRc:AM PARALLEL SEPARATED BY A CI.RB, RAFSED CURB, HANDRAIL OR GUARCRAIL AND THE TRAtS1,K1N ,r 1. To FRONT OF (ANSI. PARKING SPACES IS LESS THAN A 1:15 SLOPE AND NOT ACHIEVED BY A CURB RAMP. DETECTABLE 13. HANDRAILS SHALL BE RETURNED OR SHALL TERMINATE N NEWEL POSTS OR SAFETY �� SAS WARNINGS SRIALL BE TACTILE TRUNCATED DOMES, N MINAAl1M 74' WIDTH. TERMINALS ,,e - ------ - REF: 1-24-112M ADA-4.6 14. HANDRAIL EXTENSION TERMINATION SHALL BE MADE EITHER ROUNDED OR RFTURNED EVE CARR I. 0 cked CAD File No. SMQOTRY 10 FLOOR, WALL OR POST. -- _- - Re REF.; T 21-3105AIAI, ADA 4.15, UPC 1507 RET:.: T-24-1020 ?1218, 11338.1, ADA 4.4, 45, 4.20 REFS T-24-1006 4 11338.4, ADA 4.9 eviewed [)+awing No �- ate A3 DnI�:KING FOUNTAIN A6 PARKING LOADING Al2 HAZARDS Al .�J TI' (ENT , , _ _ STAIRWAYS 3-29-96 A500 I. NONE DF NONE PARKIN NONE WIZARDS --- NONE STAIRS care I ONE C95p8d0 Blvd,10799 13UP 96 0172,©OAP 90-0298 (Fnel MEC 90 OOR7 21041 1 i If Ibis police appears clearer IhaLt1 the hl document, the document is of marginal quality. Is 'm.. 4R won 3 0 IP a -provM511IF11 6-M."i Ir �Id lilt liil Npini�rulu Inrinli nlillrrl Is♦INIn „11 - 1 2 3 45 6 7 g 10 i 1 12 13 14 1 1 �i 1E; 1 1 I MATERIAL KEYING LEGEND - 07600.N r LIPy__2 SITEy?ORH - ��' ---- _.--07210.0 !- --- 09250 L1 - _ - ----- 0925011 / -----07900.A4 02200.A COMPACTED SUEUM - - 092LO.K12 -- -- 09250.11-29 1 11402511.A ASPHALTIC CONCRETE - 09250.1`2 ---- -- 09250.F2 I - 02515.8 BASE AGGREGATE -P47TO Al , , _ - - -- 06100.82 EXISTING SIV---3 CONCkET 07270.8 % - - ---- 07511.0 •. . ,• OMW-M CIDNCRETE SLAB - SEE STRUCTURAL, -- H - -----_ ----- 05500 H15 •� 03300.A4 0 .Al2 CONCRLTE FOOTIM - SEE s1RUCTURAL - - 03JOO.D2 2 - N0. 5 REIN. CONTINUOUS - -- 07511.0 03300.D15 2 - N0. 4 ROW. CONT, " --� - 03300'Pl - u j 0J300.D16 d BEND ALTERNATE OIRECTKIN �f 03300.D19 N0. 4 DOwEI 0 2i' O.C. • --- / 03310. OP1 Oakn FILL 1\7 ----- -- ;NI BEAN - - _ - -- 1 1/2 PVC FROM 03300.14 18'OIA CONCRETE FOOTING 07210.0 SEE STRUCT TOP OF DECK THRU 07511.81 0.3400.21 LEAN CONCRETE FILL TO NARRAL SMS---- 04200.E ACOUSTICAL CEILING I , 7 03470-Al CONCRETE TILT-UP PANE r 04200,E --- 01 -4 MA G?JN - ---09250.K12 01200.E 4' CONCRETE BLOCK - 09250.1`2075111.1) \ - dNCTiEiE BL 04200.6 COOCK \ ALL AROUND 0420042 8' CONCRETE BLOCK SPLIT FACE\� 04200.V ROUND MORTAR CAP 06100.82 09511'A ALL AROUND DIV 5 MEI&S TWO HOUR RATING 053IO.A1 METAL DECK U.L. DESIGN U498 05600-05 J!d X Y BENT PLATE 0 6'-(' O.C. OSSOO.C4 3/d X 2' STEEL BARS N3 INTER. ROOF DETAIL N6 CMU WALL/STUD WALL N9 INTER. ROOF ® CMU WALL N12 DRAIN @ INTER. ROOF N15 ROOF EQUIPMENT CURB D55°D-� ' DIA, X 11r STEEL NGS 05500.E5 PIPE SLEEVE 1 1 2" •• 1'-�/ 05500.H7 1/2' DIk EXPANSION ANCHORS 1 1/2" - 1'-d' 1 1/7� - 1'-tl M'S 3'=1'-0" 07600-E 05500.H9 TUBE DIA. XA6' ANCHOR O.0MAX. W8110 TOSTEEL 055W-1`115 1/2' COUNTERSUNK ANCHOR BOLT 048' O.C. 05500.J3 T x T xANGLE FRA.c 05500.J4 DNAUAk 5/td AL ANGX,E BRACE OW 41 d DIA PIPE BOLLARD, CONCRETE FILL 0550t1. 1/2'DIA STEEL ROD - 076LN).G5 015* METAL(GATE It 3 I/2' x 3/16' 055,`0.113 I/2' CAE BOLT, W/STOP - 07600;1 05SOO.R4 ANGLE - R K2t HOLE FOR CANE BOLT OSSOO.R6 P//f DI BOLT w d R IN 4' LONG SLEEVES ADIHASP 06100.811 IV 6WQ� AND PLASTIC`; --- DRAFTSTOP '' q 0 061O0.A11 21 MOIR SEE: Ed --- --- I c 06100.82 2 x 8 FRAMING 1-J 061OO.B4 FRwNG - SEE STRUCTURAL L A801 d I r- 05500-H15 08100.64 5/1r PLYWJOD 6 � ° o I I ° jkViHE.RMAL * `I(IIST !�j P11"CTION ---07530.F1 ° U 07210.E R-11 IINSAJLATIDN TON -_-- - - --_07511.81 ° \\ - -- 04200.G a n -F-- - 07511.81 on7o.e FIRE CAULK Flu -- 09250.Y.12 � L_ q t J 07511.81 BUILT-UP ROOFING -E3 0751 It FIDMf FLASHING 03470.A1 NEI 0751 I.D FIBER CANT-- - - 09250.F2 A• --- 06100.G4 a '° ° 4 FIRST LAYER SECOND CAP "1 d ° 07530.1`1 TAPERED CRICKET K LAYER SHEET r -- - -- - ---- (E) ROOF a d 07600.E1 PARAPET CAP FLASHING I I STRUCTURE - a e 07600.u5 CLEAT � 07600.N METAL CAP ? 07700.A ROOF HATCH 07900-M SET BOLTS IN EIASTOMEIRIC SEALANT IN 8 - DOORS AND-W_•N�QWS 08710.0 HEAVY DUTY GAZE HINGE WELD. J J3 INTER. ROOF 0 STUD WALL J6 INTER. ROOF ® CMU WALL J9 ROOFING J 12 CANT FLA � CANT/FLASHING 315 PARA ET DETAIL Dw_a_ FIIS115 R a'-1'-cr 07602 D99soo ciCEM09 PLASTER GROUND 09250.F2 2 LAYERS 5/8' TYPE 'X' GYP. BD. - ---- ---------- - ---- 07511.81 - ---_ -_ .---___- 07600.E1 00250.K12 METAL STUDS AY 0925011 6' METAL STUDS 0 1d O.C. 09250128 ORAFTSTOP 5 09250.L29 SHAFT LINER N1 -. ------------ -061 OO.A11 --------- - -07700A A6 03300.D15 A601 09511 A ACOUSTICAL LAY-IN CNG A50t - ___ -__-- 05500.R2 09SOO A PANT FINISH, • FOR ADD'L 26 - - - -----05500.E5 -- ---- INFO SEE S102 07210.E I KEY NOTES0751 1.D . - - 3/4' C _ ❑t NOT USED L --- - - 09200.C1 ---- - ----- ---- 03300.10119 - - +-- -- -- - 04200.E _ _055010.0 ID EDGE OF EXISTING BUILT-UP AOOFING TO REMAIN . ❑3 EXISTING ROOF DECK - -09200.A1 E6 �@SIM ----_-- -- -- ---06100.84 Aeln -� I `-- --- --05500.112 �4 NEW BUILT-UP ROOFING • --- - ---03300.Al2 ` - -03300.1012 -- ---04200.G CAP SHEET - -- - ------ ___05500.C4 f. I -- - - 03300.D16 I CONTINUOUS SEALANT III --- - ---_ - 05500.C5 ----- -- 03300.11 _-_._-- ----- -- ---09250.L28 E3 ROOF SCUTTLE E6 CONCRETE BLOCK INFILL - E9 ENCLOSURE WALLS E12 TRASH ENCLOSURE E15 SLIDE BOLT _ - - 1"=1'-d' 07710-A 1 1/2" = V4 3/,f=1'-d' 1/4o�1'-d' -1,-� 0)55W-B3 1D PERMIT AND BID SET - 3/29/96 .�� No. REVISIONS/SUBMISSIONS Dote so CA �RILLO Project I-y �t50 ARCHITECTURALGROUPINC: SPRINT �- ------ ------ - -04200.V _ --- -- 05500.116 SPECTRUM ) 05500.C6 --- 04200.132 ��- ------04200.G -- s -_ ----- 09900.A -L- i1-1 _ _ ORTLAND I 05500.113 I I att tbth AveA» 05500.H9 - - - - ---- - " 1 - 05500,112 "s o omenxito. SVATCH CENTER CA 63626 - - 0550C.i'.5 I I J. BNv.n C.rrMo 616 622.0600 `. AJ,A. C11.222 FAX 622.4676 (� n TYP, BACK 6 SIDE ELEVATION T1,:ARCNIECI CMIRelO NTCT,TECTUR�OR"INCORPORATED,*May U MEWRYFS ITS COMM W COPYRsW AM OTHER PROPERTY Will N 74OF �� I --- _.-------_---. -------D3300.P1 D55oo.JJ COINED N W. OFA OR MWUER+MATWE"WR WTE THEY to 6f H1669EO 10831 S.W. CASCADE BLVD. ' ----- ----- - - - "----04200.G I -- -- ----- E I5 PL /J,1O AS )DESA WN ARE 407 to S M:t ,Cm 1YRITTCN OUT FIR 05500.J4 ---- - - - -50 055OO.R5 - - ---- __-_ PtRNISS IN H'OW THE,PHOHTrCT THE DRAWING re NOT Ma OR To BE TIGARDt OREGON �TZL3 / N -----02511.AIEI ��- --05310Al / -- _- _ ._-__�____ 05500.114 USED FORT ONSTRUCnWE oN UNTIL SIO RY Ur AOS�= ,ecr _ Consultant Drawing 1'1.1e �� , • �I'-.� Q it --I�1-'I--1i 1f==1_1 -1=I1-II 09.000.A- 02515.8 NEI - -- "' - -- !III!I IIIISI n d b h DETAILS I 08710.0 II Ili 05500.113 05500E505500.P2 05500.H7 03300.14 1�"I _ I-- 0990 .A n _____ _ Drawn P�aiacNo./ sAC s 512f. I 1 _ I - I 022A.A NEAL-ill ' 50 � , 0 T'��'1 Checke�� Cnl1 II II Fele No LL__U RM ..-�� FRONT ELEVATION ! ewP. Drnwinq No. s A3 ACCESS LADDER A6 BOLLARD A9 ENCLOSURE GATE Al2 TRASH ENCLOSURE ELEV. A15 CANE BOLT Dole 1 3�2a-.a A501 / 05520-1 1-1/T-1 -0" 05500-A1 -1'-(�' 0 500-81 1/4'-1'-d' 64200-A1 3~-1'-0" 05500-84 4 � � I � �a■�� le VAR IF.� 0F Cascade Blvd,10799 1 110 , 1 1 4 i ,: 1 � BUP 98.0172,BUP 96-0299 1 i 1 (Fire)MEC 98.008'1 22 x141 ) 1 .i If this nolice Ynpenrs c1v;lrer Ih:uT the docu new, the document is of nu rgins11 quuI;ly. CD --.N ; titltlt.►1. , .I'�+Intl �; -tltltlt�t�ltl► tl►It�t�tltl:} �ltltlt�l�� j�:ll[ � � �ir[It�l tulltl�t I,�I lilt nylntt�tth� �ttbtn tnitmtmtl�mitNdul� n+i�' s - 1 2 31 4 1 5 6 7 9 10 11 12 13 14 16 11 MATERIAL KEYING LEGEND I'd F tNi$ItI�; 09680.A1 COVE STRIP 09990.A FRP DIV 10 SPECIALTIES TOUT TISSUE 10800.01 GRAB BAR 24 DISPENSER 10800.D2 GRAB BAR 36' IANC (j 10800.D3 GRAB BAR 48" LONG 10800-HI BARER FREE FOLDING SEAT 10800.N SOAP DISH 10800.X 106W.V TOWEL DISPENSER / WASTF RECEPTACLE -- - --- --- --- 108001 MIRROR __- 119800.D3 10800.2 SEAT COVER DISPENSER 10800.2 ---_ I - -- A DIV-15 MECHANICAL ; 10800.D2 - �r __-- - 15440.82 WATER CLOSET 09950 15440.0 LAVATORY 15440. " - - .A �-- =_ �`'"� - L1 SHOWER HEAD a L-}• 10800.8 15MO.D 09680.A1 15 t544012 FLEXIBLE SHOWER SPRAY HOSE ~ - - 440. - U 15440.82 -. � 0 15440 - 15440.L3 SINGLE LEVER MIXING VALVE CONTROL - t _ .82 -._ _- 1544014 PREFANCATED ACCESSIBLE SHOWER Z 3 4 SEE DETAIL J12/A501) FOR STANDARD MOUNTIN(i DETAILS N N9 117 WOMEN rv� - tO800.X-- y -- 10800.D2 I - 10800.D2 10800.V i_ 154�O,D - _ 10800.2 -- - -- --- -- - - �y ---- 09990.A(TYP.) l� L I O800.B 15440.B2 15440.82 09680 Al SEE J12/A500 Ft Z 3 4 STANDA DLM(o NTING DETAILS K9 118 MEN -- 09990,A _.. + 1544014 -1544014 10800,D1 --- - - 1544011 --- --- - 10800.02 �� - �; 15440.11 J 10800.141 - --C_ -10800.N 10800.H1 - 1 46" MAX. 2 STA DARDEE LMOUNTING DETAILS 3 4 G9 116 SHOWER E15 N8 A803 A803 f I I I Al2 REF A803 I [ Imo. 2 ADA 1Q PERMIT AND BID SET' _ 3/29/96 ACCESS No. REVISIONS/SUBMISSIONS Date SEE E6/A603 CARRILLO Pro;ed 1 L) ARCHITECTURALGROUPINC SPRINT D9 114 BREAK ROOM D13 110 OPEN OFFICE SPECTRUM �a 1321" °' o", 202 o,'„�10. A» PORTLAND °� SWITCH CENTER A803 6 CA 9"19 J. 8tovem CorrMo 916 927-0680 A.I.A. C"122 FAX "2.4676 TIE ARCHIECT CARNM i.0 ARCHITECTURAL GROUP MCONPTMATED.HERESY NEBSIVIS ITS C% MON UV COPYFN"T AND OTN[N PI1MTY AWBHTS N bEOE IIh - ----i---;� _-_-- ---`------ ------- ___� - __ .--- ----- - -------- PLAID IDEAS AND DF&Od MCA AIE NOT TO K WOOMICED,CHAAOED DR 10831 S.W. CASCADE BLVD. I COPED A W FORM ON kWER WMATSOEYBI,NON APE TWY TO M ASSIOEO � 1 TO ANY (ARO PANTY WITHOUT 1011 06TAW4 TIE EXPRENS WRITTEN \ 1\ \ \ ! \ 1\ PENAN89AN FROAN INE.WCHTEC, THE DRAWN N8 EDIT MAL OR M 8E LOREGON J I e USED OR CONSTRUC ION UNE ;YOKED BY THE ARCMTFCT TIGARD, OREGON 91223 7 - I Consultant Cruwmq T He _ J9 A803 _ ___� INTERIOR ELEVATIONS 1 -- �- Seal Drown Pmjn t Nr,. 3 4 r,;L f (' SKL 95126.14 Checked CAU �,le Ivo. RIM A2 111 CONTROL ROOM ■'��' - ..�� Reviewed Drawing NV. �+.+ ' A600 4 AS Cate r 01-1 Scale eSHOWN _ of 3 4 �� ? 10 1 1 12 11 > 1 415 1 6 1 7 (^.ASC6de Blvd,10799 BIIP 96-0172,BUP 96-0298 IrrH)MEC 96-0087 23 0l Al I If this police appears cicareF• Ih:uE the document, the document is of mal sinal qu;TE;;y. .�t+�+t+ r +►+ ,r .., � . :�a. CDI +n ��Inmuhm un uil Il�tli nlnnl m�1u unhm+1111 Iln mlhn� >r ' I y 30 x ,� �., eve• _.• ...- -,i... y. .'. - � -- __ - - C._:�,t,.....a-.u'u__:-�L1z.,aiiKi�° 6 f 9 10 1 "I 12 1 13 '14 15 16 �> WELD ---- - --- D53,o.A, MATERIAL KEYING LEGEND MAX. --------- 09250.K29 PARTITION - -- 08410.E (N) TO I " ( PERPENDICULAR TO DECK MATCH EXISTING _ KK 02520.A1 4' CONCRETE WALK W 09250.L16 02520.H1 THICKENED EDGE 05310.A1 / BROOM FINISH -08410.6 IN) CONCRI TE - 03300.A1 4' CONCRETE SLAB --- - 09150.16 ` 03300.A4 CONCRETE SLAB - SEE STRUCTURAL I - __n 03470.A1 CONCRETE TILT-UP PANEL -' -- ---- --- 0925D,K12 -- ------- �09250.K12 hi_ 4-- t�ASOf{i�T TO UNDERSIDE 042904 6' CONCRETE BLOCK OF DECK 10 MIL. VAPOR PARTITION DIV 5 METAL F) bARRIER AT PARALLEL TO DECK ` - ------ -- 09250.F, ALL FM200 --- --09250.A1 \� ------ - OPAQUE PANEL 05310.A1 METAL DECK ROOMS lii'r i T1! R. _I�jI;I U "_fi_t)- llUfV - - -- - 07210.E SWITCH ROOM SIDE __ WHERE OCCURS 09511.E2 �..._ _-_-_ 08410.1. (EI - I - --- -- - -- 0951,.A 07110.0 R-11 BATT INSULATION - - 07210.1 SOUND BATTS 0925017 074O.R1 24 GA. G.I. UN HOOC, EXTEND 3' WIDER Tlw DOOR NOTE: HEAD SIMILAR 07900.A2 SET IN CONTINUOUS BED OF SEALANT 07900.0 CAULK rro FULL HEIGHT PARTITION N9 1 HR PARTITION N 12 STOREFRONT JA 08 ,A _�IOLLO AND wiFRAM r` JAMB 0811 1,A HOLLOW METAL FRAME 0811 I-B HOLLOW •-�' 08111.H DOOR DOOR 08114.0 DOOR BOTTOM 08211.A SOLID CORE WOOD DOOR M 0925o.Es 082110 DOOR (SEE DOOR SCHEDULE) ---- 08410.A ALUMINUM FRAMING - SEE SCHEDULE 08410.8 ALUMINUM DOOR / --09250.LS 08410.D ALUMINUM THRESHOLD - 09250.0ao 09250,K1 __._-,--09250,X12 08410.L ALUMINUM STOREFRONT _ -- - _ ----- • _`" + --- . _. 08710.A1 METAL THRES14OLD -- 09250.1`1 - 09250.1`1 DIV 9_ FINISHES L �_ ----_ 09250.H .- _09250.H (PER PLAN) (PER PLAN) 092550 86 SUSPENDED BOARD ROCK CEILING 09250.86 09250.1`1 5/8' TYPE '>< CYT'. 8D. -- - .- - --- - --- 09511.A 00250.X3 09250.H SOUND ATTENUATION BATTS L - 09250.K, 3 5/8' METAL S1UDS 0 16' O.C. 092YJ.K7 --08111.A A-081,1 A D9250.K3 DBL 20 GA. STUDS 0 JAMB _072101 09250.K7 3 5/T METAL STUDS 0 24" D.C. WHERE OCCURS D9250.K12 METAL STUDS -� 09250.K14 EXTEND TO UNDERSIDE OF ROOF 09250.K16 DOUBLE 20 GA. 6' METAL STUDS 09250 Al 08211.0 FLEX �( � � -- -�---- - 08211.0 _. _._-_--_- _--- - 09250.E� METALSi�UD BLOCKING TIRE ABOVE - 09250.H CER, -- -- 09250.K12 I I 0925016 METAL � 45 BRA DEC MAXROOF STRUCTURE , - 0925017 '� 09250.17 POWER DRIVEN PINS AT 24' O.C. 09150.0 09250.115 ANGLE 1 ,;t x 1 1/2' x 18 GA. W / 2 NO. 11 SMS -- TO TRACK AND S1UD BRACING 09250.116 1' If 16 GA. STRAP 0 4'-0' O.C. a ° A 09511.A ACOUSTICAL LAY-IN CEILING i 0951112 WALL ANGLE 09850.AVINYL COMPOSITION TILE J6 INTERIOR PARTITION J 9 PLUMBING WALL J 12 p p 09650.G TRANSITX]rl STRIP 0R H EAD(JAM B) J 15 DOOR H EAD(JAM B 09650.H SHEET FLOORING 09680.A CARPET 1 1 0" 05420 1-1/2" 1'-� 09255-F -Cr 006220 . 3"=1 -0" D06220 ----- 09250.K14 -I 09250.16 �� ----09250.1`1 - -08111,H \ I - 08111.A � - 07210.0 \ �I ---- 08114.0 04200.G ----09250.1`1 I 08211.0 L� OR 03470.A1 TO ROOF STRUCTURE - ------08710.A1 09150.X16 11 07900.A2 _. OR TOP OF CONC. -- D9680.A -- 07900.0 ° -.-- _.__ _-___- - - J --- - -- -08,,,A KEY NOTES -_ ------- 08111.8 2 LAYERS 5/8' TYPE 'X'GYP. BD. BOTH SIDES 0 2 HOUR PARTITION. - -- - -- 02520.H1 ----_ - --- -07600.R1 --- - - -- - - ---- 09650.G w E6 DRAFTSTOP ABV. GLG. E9 DOOR 'THRESHOLD E12 INT . THRESHOLD E15 DOOR HEAD(JAMB)X-1'-Cr 09270 �'a1'-Cr 08111-D 3"a 1'_0" 08730-308110-C Q 29 PERMIT AND BID SET _ - 3 96 _ / / No. REVISIONS/SUBMISSIONS Date t� CARRILLO1�r ARCHITECTURALGR0UPINC SPRINT 08111.8 SPECTRUM --------08111.A -- -- 08211.A y I 08410.8 PORTLAND ,�7,Meere Ams--- ------------08111.A 09850.A----, �� 08410.A Will :oa 09680.A ------ 03300.A4 CS �GUse SVT!'�i CENTER _._---09650.A f ----- J. s,evM Came 9W -0560 / 02520.A1 A.I.A. C,uaa FAx a:-4576 T"ARCIIFFrT, CUW4o IACRUCTUIAi OROIN 11CARVORATEu,01PEEY 08410.0 rt e"As °00 LAW OOEM A*NOT To NO K coMOOM",*I* (IN to AhED,wr PA .�eNPVT 09T** THE Tafl To S 10831 S.W. CASCADE BLVD. 0790O.A2 '�`ESFOA oN9"T ��.,�'� HI r HITI° TIGAID, OREGON 97223 - 09650.13s Conu ',c,nt <1 G `� 4 q Drowmq title 09650.G 03300.A1(E) INTERIOR DETAILS ' Sial Drawn Project No. 951 ZC.14 f <k Checked CAD File No 1 RM Drow,nq No A9 THRESHOLD Al2 THRESHOLD A15 STOREFRONT THRESHOLD , Y - -� 3-29-06 A601 3'=1'-d' 1 08730-2 3"=1'-0" 4 �- r. "" 3m1'-06 CREAM 08410-A Scalp *00 f � `� 1 i , C'made 9lvd, 1079910 15 --- -- BLIP 96.0172,BUF 96-0298 (Fl*MEC 96.0067 24 01 41 r i If This police appears cleaecr than file document, the dkr,nneui is of marKinal qualay, I�I, m�inilnn IIIi ii►r � �Mil 1 III to uIImI Nf i` Nr .CD0 x. a , 10 11 15 1t WELD I MATERIAL KEYING LEGEND MAX. _ 092WX12 09250.A1 ilii S f'(11R�f( CON(X" FILL 09250.15 - - 16190,A I1Jy 4 _MtiaONRr 07210A- 16050,A - 04200.6 Ir CONCRETE BLOCK I t/�• MIN '�. ' 05120.A1 STEEL KAM - SEE STRUCTURAL l� 05120.82 TUBE COLUMN (SIZE) 1/2' ��.I< - 05120.C1 COLUMN - SEE STRUCTURAL STR ,�-tL I"t� - 16120.A :r -- 0531OAi METAL DECK - 07270.8 _...._ EA. SIDE - - LLL-1 T,1 RM oisTLLR i PkOT CTION 07270.A - 07270.8 07210.E SOUND BATTS EA. SIDE [A. SIDE A ip ? x925016 07270.A MINERAL WOOL BAR INSULATION 6:,NMIUM 6 PCF f 04200.G 6 07270.8 FIRE CAULK FILL r. 07210.E fT IV 9 RNI HE'S APPLY MIN, 1/4'0 CAULKING BEAD AROUND METAL PIPE OR 09250.AI GYPSUM BOARD CONDUIT a POINT OF CONTACT WALL ASSEMBLY: 09250.81 (2) LAYERS GYP, B0. SEE SPECIFICATIONS WITH WALL OPENING.N PENETRATION ASSEMBLY: 09250.62 METAL CORNER BEAD (TYP)NO. U465 FOR ASSEMBLY RFQUIREMENTS PENETRATION: UL SYSTEM No. WLiCtt UL. DESIGN NO. WL4006 09250112 METAL STUDS 09250.15 METAL STUD BLOCKING N12 2 HR. WALL PENETRATION N 15 1 HR. WALL PEN , 09511.'1 ACOUSTiC,AL LAY-IN CEIUNG 09511.12 WALL ANGLE r-l'-d 01270-C �s�'-�' 07270-Al 09511.E3 MAIN RUINER OR CROSS RUNNERS ATTACHED TO WALL W / SCREWS OR RIVOTS 09511.E5 No. 12 GA VERTICAL HANGER WIRE a 48' O.C. 0 MAIN RUNNER 09511.16 No, 12 GA. SPLAY WIRE (4) BRACING IN PSC OF EA RUNNER. VERTICAL ANGLE = 45 DEGREES. M 4------05310.A1 0951 t.E7 CROSS TEE 0 24' O.C. 09511.E8 MAIN RUNNEA 0 48" O.C. 6'-0" NAX. DIST FROM ALL ----- A9 -- - ----- 03300.Pt 095tt.E9 No 11CVERTICALWWIRE HANGER M A802 09511.19 LEVFL CEILING GRID PRIOR TO SETTING TUBE W511-ElO ENT SLEEVE,REFER TO COMPRESSION POST SCHEDULE, I EXTENDED TUBE SHALL BE TIGHT TO CEILING AND ROOF 095i 1.111 DRV..L 3/32' HOLE AND INSTALL 1/8' BOLT AI 1 __.-----_-_-.-_- 1.E19 -- ----- 09511.16 LOCKING NUT L I \ 09511.112 SLOT END OF TUBE TO FIT OVER CEILING RUNNER II i 09511.114 1/4 DIA. BOLT TOP AND BOTTOM, SPLIT EMT I 09511.115 46LE 1 1/2' x 1 1/2" x 18 GA. -- -0531 O A 1 (19511.116 NO. 12 SMS - �9511.E10 - 09511.17 09511.117 8'-0 x 12'-0' GRD. START 4'4 FROM WALLS TYP. 09511.E18 ALL WIRES SECURED TO APPROX. Y FROM INTERSECTION -- --- -- - 09250.K12 09511,119 EXTENDED TUBE SHALL BE TIGHT TO CEILJNG AND ROOF I ---- ---- - -- 09511.118 TUBES SHALL OVERLAP 4' MIN. IN FULLY EXTENDED POSITION �P M,�Iti 5 PON --09250.81 Oy 16 __� 'CTRIUAL 4 5 YP. -- 99511111 POSER _-_--_ \ ---- 051 16CONDUIT I R M,ruti - 09511.18 I( NNE1 JSO.A SS PU 20A RUh 16111.A ,ABLE TRAY SRO �9511.E12 16120.A ELECTRICAL CABLES K - ----09250.G2 NOTE: 16190,A ADJUSTABLE SUPPORT FROM STRUCTURE ABOVE 8'-0"x12'-0" GRID START 4'-0" FROM WALLS, TYP, TWO HOUR RATING: U.L. DESIGN NO. N502 J9 SEISMIC BRACING J15 BEAM FIRE PROTECTION J N.T.S. 09500 COMPRESSION POST SCHEDULE MAX, LENGTH MEMBER "a" MEMBER "b" N 4'-0" 1/2" 0 EMT 3/4" 0 EMT 5'-2'' 3/4" 0 EMT _ 1" 0 EMT 1" 0 EMT 1-1/4" 0 EMT �J l -- --- --- GRID LINE 8'-6" 1.1/4" 0 EMT 1-1/2" 0 EMT -- 0951115 ( IT.- 9'-10" 1-1/2" 0 EMTT 2" 0 EMT �• MAx• 12' 7" 2" 0 EMI _ I 2-1/2" 0 EMT / /, _--09250.G2 16'-6" 2-1/2" 0 EMT 3" 0 EMT / (; 20'-2" 3" 0 EMT 3-1/2" 0 EMT 26'-0" 4" 0 EMT 4-1/2" 0 EMT /? 09511.13 _ 09250.B1 U • _ � (2 LAYERS} F6 COMPRESSION STRUT I -- 09250.K12 --- 0951 IA N.T.S. 09511.12 --05120.C1 f 1'• ' w ---- - GRID LINE C_ `� 2 HR, RATING: U.l, DESIGN NO. X517 -- 09250.62 E9 ACOUSTICAL CEILING E12 FURRING ---- - @ COLUMN -- 09502 1-1/2'=1`-0Q PERMIT AND BID SET _ 3/29/96 No. RELISIONS/SUBMISSIONS Dote CARRILLO Project 09250.81 L� (2 LAYERS) 2'-0' ARCHITECTURALGROUPINC SPRINT I I _ - -GRID LINE SPECTRUM 01115111116 /Rl` - - ------ 09250,112 09250,B1 16111.A 1321 Ib W. A" PORTLAND sidto 12 LAYFRSI riie°,oA� a SWTCH CE NTER ------ }-- - -- � Y J. $,.,.n a.ra. oil 1021.0"o A.I.A. C11.222 FAIR 1%700510A1 05120.C1 AEI / � ,y / _--_FIRE ASSEMBLY �n�"fT8 CO wo�jAW oov a`No OTHER"R ri"W8 A M / � /� /,// 0 CABLE TR/,Y nAlc,nEAs AIO OENr18 MMClI "OT ro BE REMlpIAED,cnARom as / COPED 0 ANI'Taw ON%N90 WHATSOEVER.�ARE THEY TO EE QXW 10881 S.W. CASCADE BLVD. PENETRATION:; TO Am TOAD PARTY WITHOUT FIRST OBTAs11N0 THE EV1186 WRITTEN 511.EI5 /� - / ! PERMS."FR9AI THE ARCHTECT 'FE ORAMf Q r8 ROT FATAL OR TO K - - _--05120.82 / / / j PER UL CBJ4i 14 USED FOR CONSTRUCTIOR UNTt S,ONED PY r4 ARCwTECT TIGARD, OREGON 97223 --- 09511,114 ! (bx5! / T_2 Consultont Drawing Title ----__.-- -- HOLD STUDS CLEAR of AEI INTERIOR BASF. PLATE DETAILS } (- Sea' Drown Project No. y �A 95126.14 ,! 2 HR, RATING, i 0 .1 t^� Checked CAD File No, SIMILAR TO U,L. DESIGN N0. X511 Reviewed Drawing No. j A6 FURRED COLUMN A9 STRUT CONNECTION Al2 FURRING ® COLUMN A15 �, ! , 2-HR CABLE PENETRATION( �,11), Date _ i1 / 1 -T TI.T.S. 1-1 - '- P !!��L� a 29 96 A602 /�'�� --�' 4' (,%�' Scale AS SFKriIM of T:ascade Blvd,10799 C9 10 1 12 1 1 ,3 1 14. 15 1 G 1 7 RI IP 96-0172,BLIP 96-0296 'F ire)I1EC 96-0087 25of 41 If This Holies appears rlclu•e1• Ih;m the c ocumenl, the document is of ntar•f;in111 qunl;ty, l CD 141 !ff.11►I ?i►I� r�Ili �1�iIL 1101tillull I 1111IIS, 1 : Ii 11� r n�tu►nr un 041 NI0 x I��r w mp ..... .. -.�.. .f. ice.. 1. • ".. .,. 1 2 9 10 11 12 1 13 114 115 1 16 17 ri-7,11 ATERIAL KE�!!�G LEGEND -5 -A ETAL 00.P8 STEEL TUBE - 6 WOOD-AND PLASTICS 06402.81 PLASTIC LAMINATE ON 3/4' PLYWOOD 06402.83 COUNTERIOP W/ INTEGRAL BACKSPLASH M402.84 RUSTIC LAMINATE ON SOLID SUBSTRATE 06402.85 PLASTIC LAMINATE BACK SPLASH (� 06402.0i ADJUSTABLE SHELF 06402.02 FIXED SHELF 06402.D7 PLASTIC LAMINATE DOOR 06402.D14 UNDER COUNTER SUPPORT 06402.E1 DRAWER UIV 1_ IHEEZMAL & MOIS(l1RE BRUT TI 07210A INSULATE EXPOSED PIPES Div -8- _00RS AND Wlr�Dlg 08111.A HOLLOW METAL FRAME 0880011 1/4' GLASS MIRROR 08800.M GLAZING - SEE SCHEDULE UIV___L3- FINISHES N 09250.1`1 5/8" TYPE 'X" GYP. BD. UI'V_10 __PCIALTIES 10.500.8 FLOOR ANCHORED WOOD BENCH - - ---- ----- - _ _-088W.M M --- ---------- - . 08111.A -------- -06402.D1 --- 06402.0 14 - 06402.D2 lV + N + K J 2'-6" TOP N6 BOOK CASE J9 CONTROL ROOM COUNTER SINK WHERE OCCURS:INSULATE - - HOT WATER 8 DRAIN PIPING N (SINK DEPTH TO PROVIDE 29'MIN, KNEE CLEARANCE) + 0880011 coop,� � I f, - - ------- - 06402.83 ----06402.81 3/4'R L `` 0A• -------� --06401.84 CLOSE BASE ALL AROUND o NOTES; F v. ►OORS SHALL BE PROVIDED, DOORS NOT SHOWN FOR CLARITY. 2.) MODIFY BASE AS SHOWN TO -- 07210.K ALLOW FOR WHEELCHAIR ACCESS, 3.) PROVIDE ADJUSTABLE METAL 2.0' STANDARDS FOR REMOVABLE SHEI�. l F- Y E9 ACCESSIBLE COUNTER E15 COUNTERTOP - '- 1�Z•c1'-Qr' 1 1/fa1f-NE RM-001 Q PERMIT AND BID SET 3/29/96 �J No. REVISIONS/SUBMISSIONS Date CARRILLO Project: 2'-0" ARCHITECTURALGROUPINC SPRINTD 91,/2 SPECTRUM r -----06402.81 -� 3/4"R. ; 1. 1 O \ - - -- - -- - 06402.E1 1321 WING Avo PORTLAND L7 4425 SWITCH CENTER ------------ -7 , OA 064136 ----__ - J. Obv" CnrMo 0141 $22-0660 --� A.I.A. 011.227 FAX X22.46/6 THE A"C'HHFCT, CNIR1L0 ARCHITECTURAL OR",NCORPORATED,HM6Y RESEARIS ITS COYYON LAW COPYTWT AND OTHER 08 TY W I S h TKSE n.Nb,'otAS Alp DEOIONS AWN ARE NOT TO K WROOUCEO CNMOED OR .ww,w - -- _ --- COPED n NIR EDWr OR NANIVWITHOUT WHATSOEVER,FIRISTBTINI ARE TIEY TO 6E WRIM0 ,Y 1 V.R. CAst;ADE BLVD. 06401.01 Vf TO AN'iNEro PARTY WITNouT FRET oeTAEa1G THE.F.EREBB WNITiEN T- USED 6;'CJOIf CO THE NITIO NCT THE p IAWWIOKD IS NOT FINAL DR TO of �1iARD, OREGON 91223 _ USED TOR CONSTRUCTION UNTI 91pNED NY THE AACNITECi ---�- -- 06402.D7 Consultant Drawing Title 05500.P8 INTERIOR DETAILSA A F --- - Drown F�rojecc No. 95125.14 Checked CAD File No. RM ev,e WF, Drawing No. Al2 LOWER CABINET A15 BENCH =' D� ole eY� , . > tale 941 A603 1 1�T=1 -v O640Q � � 1.:� �' Scale a -� AS SFIOVMN o f F' 1 1 1 I 13 114 1 `, 16 17 Cascade Plvd,10799 1 i- i - _- �-- BUP 96-g177 BLIP 88.0288 � _ (Fire)MEC 960097 26041 If this notice appears Clearer I11s111 11141 document, file document is of tT1ArQin111 quBi;1y. -CD . III .I+ , SII I . _ l.r };.. AIN - .. i ` (, w .. X11. 1,. l .. '�. �: ,•�,..t', �i .R•Mh , �fi. '1. f i'h�! �x n• APWI 'to ,te y •� .. i "!•.�!t6}", t 'da��" 1 r, QMM ''' °NW WM ! �— MATERIAL KEYING LEGEND i .IF, I� ` These notes shall govern unless noted ofherw' a on the dra-wings. Specification. UBC Std. 21-4 Grade N Type I YP AB Anchor Bolt LIB Load Indicator Bolt ❑ Col n in plan - Stops of this Level �. I Refer to written specifications for further reQuirerncnts and Unit weight lightweight AOD'L Additional LGT Longitudinal umplifiC ,tion of these notes. ADH Adhesive LLH Long Leg Horizontal Column in plan �IIING Design, fabrication UBC 1994 Compressive Individual Units 1500 psi (net area ALT Alternate LLV Long Leg Vertical & con,+Taction Strengths (ovg, of 3 units) 1900 psi •et area) ARCH Architect LNDG Landing - Continues above this Level Ix. at 28 Days Mortar (Type S) 1500 psi tield test g Grout 2000 psi ) ATR All Threaed Rebar LSH Long Slotted Hole o • �� Existing Concrete in plan or section QWGN Ma P AWS American Welding Society -` € 1111,11a Material " Cast-In-Place Concrete in plan or section Design Strengths Typical f'm = 1500 psi BET Between MAX Maximum Dead Loads Ceiling 50 PSF CMU Desic,ned for halt stress to allow for • BLDG Building MB Machine Bolt (A--307) •_'T .:�,.•:J..•,`. - Precast Corcrete in plan or section non-cuidonuous special inspection BM Beam Live Loads Typical Floor - On Grade 1F0 PSF MEZZ Mezzanine Stairs/Corridors BOT Bottom MManufacturer �SS�{ CMU in plan or section 100 PSF Bracing MFR Manufacturerof Walls All walls U.N.O. Extend to struct. above BOD Bottom of Deck MIN M;nimum Storage 150 PSF BP Button Punch Battery Room SpecieJl Non-load Bearing walls Shown "NLB on drawings cC�C� Structural Stud Wall Ceiling Slab 20 PSF 9' BRG Bearing N-GROUT Non Shrink Grout NLB Non Load Bearing Natural Grade/Earth partial ht. We s Shown "PHVY' on drawings C-GROUT Coarse Grout NOM Nominal r 1 I (Extend oLove coiling) CFP Pol tate.o ands Seismic yfiber (See Specs) NS Neor Side �, Structural Fill Zane 3, 1=1.p, S-1.5, RW-6 CIP Cast In Place NTS Not To Scale Wind 80 MPH, Exposure B, 1=1.0 Bracing for NLB & PHW 4'-O"o.c. U.N.O. per Typical Detail. CJP Complete Joint Penetration •••••�••••••••• Drained Walls 35 PSF/FT Z Center line OC On Center _ •`•• ••••°•••••• Compacted Gravel Bracing not required if cross walls occur less CLR Clear OF Outside rice Undisturbed Rock than: 16'-0" for 12" CMU CMU Concrete Masonry Unit 0'i Oversized Hole M. 14'-0" for 8" CMU COL Column OPG Opening ;0°0000000°000°00< Capillary Break 10'-0" for 6" CMU CONC Concrete OPP Opposite CONK! Connection ` Concrete Mix Requirements Per ACI 301-89, section 3.9 Anchors Install in fullv grouted 1" min. grout between bolt & CONT Continuous R Plate Structural Stud Shear Wall c /orc'ritect or use w/test submittals chart below.to engineer cells masonry (hooked bolts grouted CSR Centered PC Frecast Concrete in Place). PDF Power Drivels Fastener Wall Footing Adhesive Anchors With screen in fully grouted cell DBA Deformed Bar Anchor PHW Partial Height Wall �-•� 28 Day Aggregate Slump * DBL Double PLYWD Plywood l__.� Column Footing Strength Size Range % Grout Pours 5'-0" High max Mechanicals vibrate twice Type Use PSI f' c o g Y DET Detail PS Prestressed �� / (inches) (incnt,$) Air per UBC 2104.6,2 DIA o Diameter Stepped Footing A Footings 3000 1 -1/2 3-5 _-- DIM Dimension R Radius S S CMU Walls Not (See Architectural dwgs) B All Others 3000 3/4 3-5 5-7 DimeDO Ditto RC Reinforced Corcretensioned DP Deep REINF Reinforcing — -- Motch Line C Slab-on-Grade *�' 2500 1-1/2 2-3 2 max On Plans ' ,, DWGS Drnwing, Drawings RETG Retaining D Light weight (110 pcf) 3000 3/4 2-4 --- rom Fiber Reinf Floor Control Joint (FCJ) uWL, DWLS Dowel, Dowels RFRE Rand E Lean Concrete 2000 3/4 3-5 --- ElastomenC _ EA Each Outline of Building Rc or Arc Finish j ti Slump to bill determined before superpldsticizer & polyfiber are added (if required) STRUCTURAL STEEL ** Slob-on-Grade to have 430-470 lbs. of cement per cu. yd. and minimum EF Each Face SEC SecurityEW Each Way SCC Schedule - -- - - - -- - - - - - - - Existing Building Line water to consistently achieve the slump desired. Superplasticizer is Required. Design Guide "AISC Manual of Steel EL Elevation SECT Section Construction Load & ELEV Elevator SF Stepped Footing -•—.--.—.- Concrete Mix Proportions Per ACI 301, Chapter 3. pP 9 Welded Wire Fabric (WWF) Resistorre Factor Design' EXP Expansion SIM Similar First Edition EXIST Existing SPA Spacing /� Conduits embedded within slob, wall or beam: Diameter smaller than EXT Exterior SO Square ( A Column Footing Size Designation (conduits to be placed between rebor 1/4 x member thickness. Materials Bars, Plates, Angles ASTM A36 fy=36KSI 9 9 STD Standard mats where double mats occur.) Spacing greater than W Shapes ASTM A572 or A36 fy=50KSI FAB Fabricate STG'D Staggered 4 x conduit diameter. .rA Tubes ASTM A500 GR B fy=46KSI FDN Foundation STL Steel �— TOF 96.00' Top of Footing Elevation Pipe ASTM A501. A53 fy=36KSI F-GROUT Fine Grout Camber Structural concrete forms: As shown plus deflection Bolts A325 , load indicating bolts FOM Face of mosonry SYM Symmetrical due to weight of wet Welding AVMS D1, 1 FIN Finish SOG Slab-On-Grade EL 100 00' Top of Slab Elevation t k concrete. Anchorbolts A36 or A307 w/ washer FLR Floor SSH Short Slotted Hole Cont. threcded rod A36 w/washer ea. connection FOS Face of Stud i Additives to exterior slabs: Polyfiber Reinforcing (CFP) Erection bolts A307 (snug tight) FS Far Side T & B Top and Bottom to slab on grade: Superplasticizer (6"-8" slump) I' FT Fret TCX Top Chard Extension Depth of Depression , Fabrication Boited Shear Connections N-Bearing 3/4" did bolts U.N.O. FTG Footing THD Thread, Threaded27 Short slotted holes Place hardened washers between 1 -1 2" , - FCJ Floor Control Joint TOC Top of Concrete l: � �� ;, '� V� Slab Depression ^ nuts & slotted holes P r , RDNFORGING FLI Ferrule Loop Insert Top of Footing TOP Top of Deformed Bars ASTM A615 Grade 60 Welds E70XX UNO GA Gage TOS Top of Steel Extent of Depression in Plan Welded Wire Fabric ASTM A185 (,At V Galvanized TPG Topping Denotes Flush Frame connection Welders AWS D1.1 prequalified for all GLB Glue Laminated Beam TRA Threaded Rod in Adhesive Joist or Girder Weldable, Bars ASTM A706 sizes & positions required. GR Grade anchor GWB Gypsum Wallboard TRANS Transverse Tie Wire TYP Typical Direction of Framing Double annealed 16 GA, iron wireSPECIAL. INSPECTION HCS Hollow Core Slab HORIZ, H Horizontal UBC Uniform Bui;ding Codes HSB High Strength Bolt UNO Unless Noted Otherwise Extent of Framing ? { Field Bends Cold bend bars noted on dwgs Per UBC 1994 Section 1701 Arrange Sc;)edule to suit HT Height radius as per Conly Special Inspector B g Bend bars 1 time only. ICMU Insulated CMU VERT, V Vertical ^� DETAIL r-RE_ERENCE SYMBOLS: Visual Ins action (1) IF Inside --ace W/ With Denotes Section Number CMU Vertical Rebar 4'-0" o.c, max. Non Positioners IJ !solation Jcint WPT Work Point Continuous Continuous Test INFO Information WS Weld Stud 2 & Direction of View Concrete Cover Cast against earth 3" Concrete Slab-on-Grade (4" thick) __ __ _ INT Interior WWF Welded Wire Fabric 52.2 i Denotes Sheet Detailed on WCJ Wall Control Joint Formwork 1009 -- -- JST Joist Formed surfaces exposed 1-1/2" #5 or smaller Reinforcing & CIP JT, JTS Joint, Joints X-STR Extrn Str or g to earth or weather 2" #6 or larger Anchors before form enclosure 1009 - - - XX-STR Double Extra Strong Concrete Strength & Slump -- -- I yes Not exposed 3/4" 11 or smaller Placing -- 100% -- 2 Denotes Section Number o earth or weather "Drilled in" Anchors 100% 5% -- !: Beam or column stirrups 1-1 2' �� Denotes sheet that Section is cut on. P / Welding Field welds 1/4" or less 25% -- -- 3 & ties Field welds greater than 1/4" 100% 5% 10%(2) Floor and roof deck welding, & u Trim Bars May be omitted when the opening dimensions are less than button punching. 100% the rebar spacing, for openings less than 12" x 12" relocate Field welded studs 100% -- 2% interrupted rebar along one side of the opening and add an Full penetration welds ((-JP) 100% 10% -- identical bar on the other side. Alternatively, it may be sprung uraund the opening with no High Strength Tension & shear connections 100% --- - ' additional rebar required if it lies with;n 3" of the edge. Bolting r 4 q I g Pretested connection required For larger openings, seg specific typical detail. prior to bolting -- 5% yes(4) Shop Drawings Wall elevations are required for all walls on 24"06" sht. min.. CMU Non-continuous inspection (typ UNO) and drawr. to 3/16' min. scale Block laying 100% -- (55j -- • Welding ASTM A706 Subject to approval of Grout i 00%Mortar 100% -- (6 Architect;E ^aer "(frilled in" Anchors 100% 5% Reinforcing & CIP anchors 100% -- - ASTM A615 Not allowed - (1) Vsual Inspection: Non-Continuous = Percent of product inspected after installation Welders AWS D1.4 prequalified for all Continuous = Percent of product inspected during installation sizes & positions required. I _ Bar Supports in contact with earth Precast concrete blocks 4000 (2) Weld Testing: Ultrasonic or radiographic � i:. i•r PSI strength 0 4'-0"o.c. max. (3) n/a wire tied to alternating bar intersections. (4) Procedure Verification of First 5% No. REVISIONS/SUBMISSIONS pau ) All others Class I plastic tip (5) Certification letter required I,* `. a' ed t Project: mnx. CARRILLO Preblended certification letter required wti ire tied to alternating bar (6) Site mixed - conform to UBC Table 21-D SPRINT intersections. - ARCHITECTURALGROUPINC SUBMnTA S TO SPECIAL INSPECTOR SPECTRUM NOTES Certificate Penetration of beams, Not allowed unless approved Steel Fabrication Shop = ' +, • r' PP p ICB•� or WABO Cer t�cation joists or columns by the architect or noted on the structural dwgs Welding Structural steel AWS D1.1 Prequalification Light gage steel AWS D1.3 Prequalification IM Me"Ave Mechanical equipment and For location and sizes Reinforcing AWS D1.4 Prequalification 'A" 'ot aaeRwtro ;,• housekeeping pods see Division #15 & #16 CA 96111128 PORTLAND e1«.R oerreb to eu-oeao � A. 411s9a FAX 02e.,e,. SWITCH CENTER Bolting High strength Mfr. inspe. ',ion cert. Openings Not all openings ore shown TK ARCATMT, CARRta AACIITECTURAt arf"1100 MRATEO.LER®r LIE#RIES n1 CDOO LAW 00"NMT ND OTNUI FWM Y RMMT6 r1 Hate RAM CFAs ARD DIOM Me11 NQ WI it AF,nFFAUgm otham OR S.W.m structural plans, see CMU Wallis Block, Grout, Mortar Mfr. letter of cert. OOFID r ANY For OR WAM IrAreaeveR.4011 ARE TIV To r Aee/fO � wCA �(,�, TO ANY TMRD►ARTY WtTHW MIT O.TAWN TNF El MIS MNFT01 mechl�nical drawings r4RrM1J10M FRO-.1N!AAOttiCT TM ORAWM n Mol FMAI OR To a TM `� Quality Control per UBC Sect. tem FOR JOMetraIOTIOM UNIA eIOMFO BY Tlf ARC"fT[OT MAN Repetitive Fasteners Place not more than 6" 2105 ,l results for review & Consultant ills ON from the end of member approval prior to construction Drawing--Title Request for specific Flag on shop drawing Special Anchors Epoxy adhesive Mfr. installation instructions Integrus Architecture S. 10 Cedar GENERALI approval "Architect Approve" Inspector to review submittals before installation begins. Spokane, WA P9204 STRUCTURAL t* (509) >538-8f 11 NOTES ' � Non-Certified Shop shall have special inspection of welds per UBC. FOUNDATIONS Section 1701 at no additional cost to the owner. TtM J baa rown Project No. --- Bearing Allowable net bearing pressure Soil 2 ks' JDC 95126.14 �4%� �.,M1, Checked CAD File No. 96035 1 -1 Foundations aG it C Maximum slope between 2 Horizontal to t l adjacent footings: 1 Vertical (1 to 1 in rock) � 9asis of design Assumed Reviewed Dr owin•g No, r 1�. Data S101 $colo „r NA.S. T'::I� • ty,, Y Cascade Blvd,10799 A•i'. ,a 'JJ t SUP 98 9F.0298 ''•, t* h �' ;e � •,p, •', (Flre�MECEC9698'008008 7 27 of Al Iw, `T a ot, If this notice appears clearer tllmr the document, the document is of in ti-gin:Il qusF'"ty. r�yll�.ai � • - ,.�1��frl►' . Ili IEilia; —a '.Ir�4 illlill..11l► alll.li.11il.CD 1.t .- . : . ..........I{I " lIlp ilf��l (IIIIIIIINIIIIIIIf ILII ILII IIIi�MII Nltlllil(I11I1111 IIItIIIIIIIIIIIfIII(NIIlIN nlhl` Willow , . . a r^n t 4":, i - p .• ,„,y' h I r, " i (r.'► , t i� t�1`- t{ 1 �A ,> l--LAP SPLICE I AT CMU, CORNERS 10 BE RUNNING IINO, IF STACK BONG, MATERIAL KEYING L 1� ND � - - EVERY OTHER FACE SHELL TO BE REMOVED TO ACTASKEYWAI. ANCHOR WELD EXPANSIONEXPANSION ADHESIVE ANCHOR VERT. RE(NF. REINF HORIZONTAL LAP VERTICAL laA STUDS ANCHOR BOLTS ANCHOR BOLTS (WALL ONLY) REINF A B SIZE TYP. STAGGERED TYP. STAGGERED TYPE HEADED FLUSH INJECTION HOOKED 03 1,-9" V-7" V-6- V-4' _- DIAMETER LENGTH EMBEDMENT #4 2'-0" 2'-0" 4 2'-4" 2'-2" 1'-f� 1'-6" a' #5 2'-0" 2'-0" #5 3'--0" 2'--4" 2'-2" - #6 3'-10" 2'-10" 2'-8" 2'-0" #6 2'-6" 2'-0" ' - 1�5 VERT. - #5 VERT. ` rr5 VERT. 316 4" 1 9/16" 3 1/2" 4" 3" #7 4'-8" 3'-6" 3'_6" J —1 p #7 3' -6" 2'-8" OPTIONAL OP KING A #8 6'-2" 4'-8" 4'-7" 1 /2.. 5 1 ,4"" 2" 4 1/2" 4 1/2" 4" #8 4'- 7" 3'-6" 9 1 \ 7'-10" 5'-10" 5'-9 POUR STOP .• 11 5/8" 6 1/2 2 3/8" 4 1/2" 5 112 4" #y 5'-9" 4'-5" X110 9'-8" 7'-6" 7'-4' S'-8 --CORNER BAR CORNER BARS - #1 '1 12'--0" 9'--2" 9'-0" 6'-11" CORNER BARS 3/4" 6" 3 1/4" " 6 112" 5" #10 7' -4" 5'-8" - ' L (WALLZ.L ORSLAB) 11 NOTES: 7/8'' y' j 3/4" 1/l' 6' # 9'-0' 6'-11' 1. FOR STAGGERED LAPS. NO MORE THAN HALF OF NOTES7S THE BARS MAY BE SPLICED IN THE SAME LOCATION. 1 FOR LAP SPLICES SEE 5102 3. FOR CORNER BARS INTERRUPTED 81 OPENINGS, HOOK AROUND 1 ALL ANCHORS IN CMU TO BE IN FULLY GROLITFD CELLS. T14IE: 2. USE VERTICAL SPLICE TABLE FOR HORIZONTAL REINFORCING 2 CORNER BARS SAME SIZE AND SPACING OPENING vERTS. W/ 180' HOOK 2 SCREEN SLEEVES REQUIRED FOR CONNECTION ' ' CMU & BRICK. 1F SCHEDULED EXTENSION LENGTH PAST OPENING IS NOT 1F LESS THAN 12" OF CONCRETE BELOW BAR. r AS HORIZ REINF 3. ONLY APPROVED CAPSULE TYPE ADHESIVE ANCHOR ARE POSSIBLE, EXTEND BAR AS FAR AS POSSIBLE AND HOOK. q PERMITI ED FOR OVERHEAD APPLICATIONS. CORNER BARS CONCRETE do CMU WALLS 2 STANDARD ANCHOR EMBEDMEN*r 3 BAR EXTENSION PAST OPENING 4 REINFORCING LAP SPLICE 5 a TYP TYP Np Np MARK D - BAR r TYPE CONTRACTOR TO PLACE IOP REINF. SLOPING - MARK CAPACITY # WS &D S It THICK MAX e L IN CMU W/CELLS BROKEN OUT AS REQUIRED k & FILLED W/GROUT. 6 CONT. R SET VAPHILSON ISOLATORS A 5 K Lt 1/2 5-1/L'" 1/2" ?" 5 t�'4 OR FORM UP TO TOP FULL COURSE 401 WHERE SLAB C14 ,,' SEE tw)TE �'x WITH nI1HC>>IVE: ANCHORS ` 0 d� `, T�4 8 10 K 2 5/8" 6-3/4" 1/2" 2-1/2" 6 1/4 (W/ARCH. APPROVAL) & POUR TOP OF WALL OCCURS F - N4 O 12 TOP & 1301 C 15 K 4 112" 5--1/2" 1/2" 2" 5 1/4 W/ 4000 PSI CONC. : aa0 svt:. r- 8" SOLID GROUTED 25 ' D 20 K 4 5/8" 6-3/4" 1/:" 2-1/2" 6 1/4 �' FL!" � � 4 • 12 TOP � 9GT �i� � CMU WALL N ' E 30 K 6 5,/8" 6-3/4" 1/2" 2" 6 1/4 .{ MISS ' 30 x STRENGTH ! FLAWIELI K;WR E L+1 ll " TOP I WALL ' - #J � 48 VERT AT CEILING � �p - ' °dam FIELD VERIFY r, SEE #�' DBAi 2 TYP CONNECTION CA0 #4 0 48 HORIZ SLOPE lit . . -. & PlA EUJ UJ 10 N _ i 2 #4 CONT IN FOOTING �SEE N.;-E 400 I j - 31w cu Q A 2 LAYERS OF 1/2" (CAPA(,ITY) Z j ' •`-' �� I ' 04 EACH SIDE EXPANSION JOINT - i� -- - --i�----->�-- `��` 0*� ��'� � - ,• MATERIAL U � _ __ J '�- ALTERNATE STD HOOKS V-4" IN FOOTING l .+�,"i :wr �l• �EACE0 RVQ IN - INTER- ''-'`' A HES�vE ANChil`R :M�'i.Tl:t� SURGRADE `V �- WELD I S !' MEDIATE =' •- L STUD 30' � —SCHEDULED WALL REINF. ; STRENGTH `�E �� X31 7 J�--- GENERATOR SET ISOLATION PAD STANDARD EMBEDDED PLATES 8 CMU WALL FOOTING 9 TOP OF SLOPED CMU WALLG RQQTED HOLE 1, 01. 10 — Fug w;-,-,; (SEE NOTE 041 5201 lYp g ��O 1 DRILL HOLES IN CORNERS 2" MIN. DIA. FACE OF COLUMN,— "K' DISTANCE BEAM OR EMBED R s' =i 1 �, •�` RE9AR" (SEE tvOr 0' 112- 30C �_. COPE AS �. . -- REQUIRED 1 2' , S V1, o BAR cFR - -- _ R3/g - EQ. EQ. 3/4" CLR. 6 T I' - I EXTEND R THRU, R3/8 I / `_- z K, SLOT IN COLUMN z i w: A36 THREADEC R I I I I S I •� USE lF STD A.LS.C. � - - I I — SHEAR IN FERRULE LOOP I FRAME � ;�, I I - SHORT SLOTTED � 1., � BOLTED CONNECTION � ONLY t_' HORIZONTAL W/SHORT SLOTTED SHORT SLOTTED /a.i'-d �a cover. INSEE I I HOLES 1N � � '- I HORIZONTAL HOLES HORIZONTAL HOLES I I IN COIL ROD IN I _ FOR 3/4"0 BOLTS IN OUTSTANDING LEG - COIL LOOP SUFFICIENT FOR N RT FRAME TO CLEAR 1/2" �- FOR EMBED R 8 METAL META '3 ISE CORNER _ LATH LATH e O ��. 2., 1 1/2., O 1 4 C 1. SIZE SEE DRAWINGS M4IE; 4.. NO OVERCLITS ALLOWED - - �`-- MEMBER MEMBER OF BOLTS NOTE: 2. 1257 Fy MIN. REQUIRED TENSION 1 1 2' SEE CHART /CHIP OUT CORNER C8-C10 W6-W10 ' / FOR # OF 3/4"0 3. ANCHORAGE OF NEW CONCRETE TO EXISTING CONCRET:' WHERE REOU!RED C12 W12-W14 3 LOAD INDICATOR CUT CMLI WEB AS REQUIRED 4. FOR VERTICAL DOWNWARD INSTALLATION ONLY MAX. OPENING WIDTH = 4'-0" C15-C18 W16-W18 4 BOLTS W/A325 TO MAINTAIN DESIGNED RCBAR WASHERS REQUIRED ^ \ POSITION (TYP.) MAX. OPENING HEIGHT 8'•-('" TYP v DOWEL BAR TYPES 11 NEW OPENING IN EXIST. CONCRETE/'l2 (TYP. ® JAMBS)K01 _ STEEL BEAM END CONNECTION rl4CMU BOND BEAM 5 TYP Typ TYP TYp WIDTH STO. HOOK L WIDTH 14 HORIZ. REINF. IN BOND 3/4" CHAMFER d TOP OF BEAMS, ® TOP & BOTTOM �----I �•, S 102 ADHESIVE ANCHOR --'-- - - OF WAILS , & ® ALL OR N-GROUT REMOVE EXISTING WINDOW MASONRY I 1 1 LEDGER ANGLE BOLT LOCATIONS, , 5102 NEW DOOR OPN'G 0 TOP OF WALL W/ 1" CLR. FROM MEMBER OR BONDING #4 f 1'-6"u.c OPENING DUCT, 245 TRIM BARS ® CONCRETE TOPPING AGENT & ® EACH CORNER - - -1 SIDES AND BOTTOM. #3 HAIR PINS OR SLAB-ON--GRADE #4 PERIMETER BARS \ r I I INTERIOR PAD �,. MI I ANCHOR BOLTS - SIZE, SPACING, OR 168 PROVIDED By OIV1SIOf4 15 I EXISTING I HORIZ, AND VERT. WALL 7- . UR 15 CONTRACTOR x1/2" EXPANSION FLOOR I LINTEL REINWA-L C.J. OR CND OF LINE \ I REINF. SEE SCHEDULE SFE BELOW I o JOINT MATERIAL I ON PLANS WALL , VERT. WALL REINF. #3 ® 8" #4 ® 16" - ® 12" TRANSVERSE SLAB ON GRADE REMOVE CONC. SAW CUT, CHIP OUT IF LESS THAN -� DASHED REINF. NOT -- --- ' �� PANEL AT FLOOR t8" BTWN. OPNG. -fir REQ'D FOR OPENINGS No. REVISIONS/SUBMISSIONS ppR� SlE OF PAD TO BE PROVIDED BY EQUIP. MANUF. SEE MECH./ELECT. DW.S. FOR PAD LOCATIONS C _ < 2'-0" WIDE Project: V t , 1 � CORNER BARS +C .ARRILLO MECH OR ELECT EQUIPMENT PAD ("olNEW OPENING IN CONE. WALL ✓i TRIM BARS 0 EA. END ARCHITECTURALGRCUPIP,C SPRINT t 1 4"-1 -0" — I 1 OF WALLS, DOORS, & - TYP 4 "i �p 1 1r�`�~� OPENINGS, SAME SIZE SPECTRUM AS VERT. REINF. (2 EXCAVATION - BOTTOM OF 1 - #5 MIN. EA. LAYER ) s PIPE SLEEVE l MASONRY ,� �----------- FOR EXTENSION OF BARS PAST 4 5 _ BY DIV. 15 DOWELS IN SLAB-ON �// OPENINGS & LAP SPLICES SEE 5102 S102 - PIPE TO CLEAR � Or_ _ _i-- AT HEADER: GRADE, OR ELEVATED SLEEVE BY 2" -- 5X18" LONG WITH WALL THICKNESS Cr OR 8" 6" OR 8" 2' sm" o: A~ PORTLAND MIN, #' SLABS, TO BE SET IN r (TYPICAL) L NOTE: o�v uc�O' I ONE END THRD. 1N ADH, ANCHORS OR AS OPENING SPAN UP TO 4'-0" UP TO 6'-0" UP TO 10'-0" P 18'- T 6' 1. FOR REINF. OF WALLS NOT r Woven O.Y•rn cwt et:•nao - EXP. ANCH. ® 24' o.c. SHOWN. WALL REINF. SWI'�C�i CENTER -1 MARKED OTHERWISE USE AJ A. on:za FAx trtA. PIPE - - al z & 8" FROM ENDS CArftLO f N N 1— 5 0 48'• VERT. i��r1s Comw 1AW 00"%MT#110 OTWA"Win°WOWin IT ice` TO MY TMD FlMrr rrbT 011,►MMI Ti(EX11 6 WRTTO =31 &W. CASCADE �LM1. z TYP. Y Kw orN Mo DOW�Nt NOT To 9 1111 SIO anU M DR EXIST ^ ° - -40 _ _ " 0 2-#4 Q 48" HORIZ. aDFto IT wr Faiu a,w�l.NAt 1Tt MR OF 17FY To R AL11�t FTG -_ 2 #4 0 24 HOR1Z FD�nDiDli rnor nr AD011 T.14 DRIVEN•1101 F" a rD x U GRO 1T FULLY 1- Dao Fon ooMDnucTIM MILL 80" BY TIM "iii , D - + --� i � 2. BOITOM OF BOND BEAMS TIGAIID OR 4 o TYP. J TO HAVE METAL LATH, onsultant rowing Title 0 ,.-MAY BE FORMED �-I �-- #4 ® 24" VERT. �� o i o 3. BOND BEAM BLOCKS TO -}- - / ,I iRFACE z BACKFILL WITH I / \, I �, �, E� HAVE KNOCKOUT WEBS, ' _EAN CONCRETE - STRUCTURAL LINTEL BLOCKS TO BE I�tegrS. 10 edateGtUrA TYPICAL --- -"- AT JAMBS & SILLS: - --�1 CHANNEL "U" BLOCKS. Spokane WA NZ04 DETAILS ,t BACKFILL # #4 ® 8" #4 ® 8" ® " # ( 09) 838-8881 1 - III k #5X18" LONG IN HOOKS/HAIRPINS 3 0 8 S 2 t (� �� (�I ADH. ANCHOR ® BASF & LVQIE� # OF #5 HORIZ. 1 2 2 PAIRS 4 A 2 IR 11 TOP COURSE & TO NO EXCAVATION FOR PIPE TRENCH * JAMB REINF. TO BE rz� Secy Drawn Project No. MATCH #4 REINF. FULL HT. OF WALL #5 JAMB 2 -, #5 pfU rnnrF_ JDC 9.51213.14 PARALLEL TO FOOTING BELOW T:+1� ALL CELL GROUTED U.N.O. REINF. * EXTERIOR AS SHOWN X D c�`-�.Nr N� Checked CAD File No. s6e3S�-Z LINE ____ _ -_1 INFERIOR 2 - 5 A VE P f` ieoF r: JP TYP. PIPE AT EXIST. WALL I�JOTIN 21 CMU NFILL OF EX NG P 22 CMU WALT. AND LINTEL REINFORCING SC 25 Reviewed Drawing No. , TS HEDULE AND PLACEMENT GUIDE (y'OPXGI+l ,Tac TYP V±P) yti, �• �4¢' Date S102 �- TYP -fN S�jalt! .. „- tN of �' 3xk .r •,�.., ' ;ascaJe i ,'?729 I My J'4" BVP 96-t)17i BU�'�i ryzg8 r, }' " , tP4ref RAEC?6 dH)Yt7 28 0}�1 t'F •i {' If Illi,, nolice appears clem-cf. than the document, the document is of mHI-Rinal qu:il;ty. E!I+ISI! �flll�il1k � III�tI�+ tllllllltltit tltltlt�tll�i IIIItII�l�� 3tlt il il f IIIc �11111111�gfllllflillillllllllllllllflll11A1�iIIlOgll�llllIIIIIIII11111I11lIIIIII�Iillllll�llll III b i a• ,A 4 h I , 14 1 BEAUS .tip. ..- , i -w1a - G Y . ry 146 GAP t 3/16 GIRDER MATERIAL KEYING LEGEND 5102 WELD TO COL INSTALLED FE EIS P s _ - A e 30 x _,. �• jz� � p E __ — - --- 0'-1 f 2'-4'CAP It _. - - __ ...___ 25 � 25'`6" 9'-3" � 1 4 4-3/4"�/BOW$ - .____ _.-----I�.. __ _ON GA. I I VERIFY t' SECTION 1 -- LLJi CONC. TOPPING /' 1� ` 3-12 I ,, TOP OF WALL AT �-- BENT R 10 GA CONT BOT OF DECK SLAB ! : - --22'-B" - - 1 3" COMP. DEC I 14A Z W 14x2✓~ S 102 C" --1 I ; 3 2 �, I _.� do. 5202 5201 3 I I I 1B SIM SEE PLANS FOR SIZE '� + 1 S202 �-��( I I I I �c S102 I I I STUD WALL NOT I I '� I I 2 ' SHOWN FOR ;o ! do. �, t !! 5202 S202 ' CLARITY ( ;� I II do. a, 8" C U I ' °° N I 1 A I I % WALL i I 5202, I I I I '48 I I _ � � II II 5102 SECTION 2 —' • — I --- - - - _ ---- — - do. _ - - -- -- - - _ _ -- _ --- _ FU I I �- _�- — --- I -- - WING NOTE - �� . 3o DRA S • FUTURE _- Et I SLOPE I ! L 1A S OPE 2 1 SEE DRAWING S101 FOR LOADS AND GENERAL NOTES. 3 1/4" LTWT. �- —� I DOWN 1/$ :12 lid I! �- Y -� 5202, II 1401 2� FOR ALL OIMcNSI0N5 NOT SHOWN, SEE ARCHITECTURAL 3-12 - • I D�WN 1/$ :12 I I I I DRAWINGS. CONC, TOPPING / II I o l _ t I I I 1 3) COORDINATE PENETRATIONS FOR MECHANICAL AND ELECTRICAL } do. II WORK WITH DIVISION 15 AND 16 CONTRACTORS. BENT R 10GA. CONT I I do ``'``_'0 do. I I W 12x 19 N t° • I II N !� �"� moo`, - II I 4) ALL CMU WALLS, AND THE CEILING SLAB SHALL BE ISOLATED k N I 0 I oz � � x N I I 'ROM THE EXISTING BUILDING WALLS, SEE DETAILS. ;I I 5) PLACE 6x6xW1.4xW1.4 WELVD WIRE FABRIC IN FLAT SHEETS I r 5 I I 3 I I =: x 3 -- 3/4" CLEAR FROM TOP OF CEILING SLAB. LAP ONE GRID, I I 3" COMP. DECK • S202 I do. j 11 Q z u do, 11 do. 3wfr-- II ` �� -- I I do. ! - SEE AI?CH'L FOR � � �-' � � -�--�~ 0 I � I - � OTHER DETAILS N I II 5 I --- ' SEE PLANS FOR S"E -� _ -- —.__ __ --- I S401 I S202 I I I y STUD SHEAR WALL I + I - DEEP TOP TRACK FASTENED o /- I 5401 do ii II M x ` NON-BRG. TO BE I 1 / I do. do. TO BEAM W/ 2-#10 SCREWS L_ �i do. INSTALLED AF TE`1 ( 0 1'-0" OC. "' o I I I I I I POURING CUNC. I i 4 - ON DECK, GWB WITH FASTENERS AT a -Ct ` ' 6" EDGES, i 2" FIELD SECTION 3CN – do 4��• �•W,; S202 ter- � I I .� �� do. — - --- ._ •'. I SIM 2 I' N I BOTTOM OF DECO 5201 I I I / +13'-0" i i I LOW POJNT 0 G ID .- d I • i 3 3 11 II t • L4x3x 1/4 CONT. 'd I I 4 • w WITH 3/4" CXP BOLTS oo I S202 ' a AT 24 o.c. - - - - 1 I I I I r — - - - -- W?2x19 W12x 9 I1 . I -- -- $ _ - -- ----� ---- - I I 5401 I � � ^_ �,• .,.�. + ry N , EDGE SLAB 2 3 ` S401 S20 5202 i PEEN- S402 1 3 / ''' I } I I (WALLS U ., LA S ' I - DASHED LINE INDICATES WALL \ ,. CMI( - 46, FX S FOR SIZE SLOPE GROUT SOLID I I --- I LLS OF STRUCTU 8" CMU WALL 25 �`� I DOWN (TYPI�,AL 0 HEAP WALL) 5102 2 1/2" LTWT CONCRETE ON x 20 GA PE N I C MPt;SITE DECK. 5 1/2" T TAL. (1, HOUR -- � I i 1STAU_ FR MING -�- I G NERAI;)R ROOM ONLY - — - t cc R FUTUR OPENING SECTION 4 f I UD DECK HR T RUN RETE I I No. REVISIONS/SUBMISSIONS ^' Date B TTOM OF DECK S2C2 I +14'-4" I I I BOTIOF DECK SLAB Project: OF WALL AT CARRILL0 ( I LOW POINT & TOP OF VIAL(_ SPRINT 1 1/2" I I + ARCHITECSURALOROUPWC 3" 3" 8 --� r _ -� - -_ _- - 1 �_ SPECTRUM } II HORIZ SHORT SLOT 26 L i HOLES iN PLATE I( � I 5201 Tu,Mme An —�- II •.a.IM.AIr „� &As lot CA..�. r PORTLAND Jt • SWITCH CEILING FRAMING PLAN "� °� PAX�:-••�• ,��N a,� r "N”'O PAIRS OF Tit A"T1cr• ,xLo�1oNT[Ctx oAo�MooI�oAATIp,M1M•1T TER . — 1/4" 3/4' BOLTS 1 8� = 1 '-0" Koea ,w R MDT•Ilr Alremomm.NT1■Tw1 - `.-_— / We 0 Ap wI1I N wim 8"T1OtY11, r iMwMWW a R�. V��1/ p{. M 411 tI•I•MILT Mr111W F-3T oe14"m 111E 110,0 M•rT•I :i- , 11 FW1glI1M 1111011 1111 AMg1EC) Itt DMAMq■MOT MA:OM TO! PROJECT LOW FOR COM'yft TY" LMT& Y011EO •Y iNE ARC11rt[CT MEMBCR R "N WELDS NORTHTXAADj 00 THICKNESS Consultunt B L Drawing itle W 15x40 5/16 4 5/i 5 12 ante r g us ArChltecture CEII,II�G k e A 99 FRAMING PLAN 1 Spokane WA 99204 ON) 838-8681 Col Drawn Praiect No. SHEAR SPLICE IN BEAMS 5 p� P �� 95128.14 gKt�` esr Checked CAD Pit; No. i 5202j '' PEY �P 9sa3S2-� Reviewed Drawing No -- Odom... Nal S.2 •' Stto1� i 1 e�, 131JP 96- Blvd,10799 ©UP 96-0}72,SUP 96-0299 _'•� ' a, (Fire)MEC 96-W87 30 0l 41 A If this nulk-e appe.u•: che;u•er (hall tile --- " document, the uoca}men( is of marginal quality, �C�III� I�I +I .11lll , ' Ili l 1111 , I llki �ll�llklt�f; t�klt �,: l I Illlili I• Ilk . ;►Iti I�I + tiu I�nilllmiinl nil ial nitlmi linlnn nnNin ni�Innlnnhnl 1I1IlIm fill R pr .,�r -. ...,. i '�5�� "'. �.i;� Jf.•1.1 q p .g; `v. y, � .. + -•, '. :�.. ,. Yroe. ,..,t. .,�• -1 '+ ;d Y 1'* AL t C( ; r�P ; ,,,�. � T}F'; "T{' ,. .• e,. 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OPENING TRI M BARS FILL WITH GROUT ' �I / SEE WALL REINFORCING FOR RATED FIRE WALL 2_M5 CONT. -� (2) 1/2"0 WS. 83/8x3 STIFF. _ 1- 4 V 3 SCHEDULE do DIAGRAM " ® 8" 0.C. 3- 3/4'0 BOLTS I -,AL-_ - BEAM BEAM 0 PERIMETER L OR 2'-0 PAST '---- - - �. EACH SIDE OF BEAM FRAME FROM - BENT 83/16 25 SCHEDULED 4" BENT FW16 x WALL REINFORCING s� �._ 1 ', 5102 FOR REINF. DETAILS 10" I A -_ - S102 1HIcFuressl _ �_.r- �j -- - -- 2F BEAM BEARING 0 6 _ �L6x3 1/' N CMU WALL BEAM AT END OF WALL 7 LARGE OPENING IN COMPOSITE DECK ON STEEL BEAMS S401 -° �01S401 i a I j I I ' I i ri BENT R 10 GA CONT. M WELD TO L 3x2 Fe 6 1/4 L 't.; SEE ARCH'L FOR 3 WALL ABOVE 4 1iY CLOSURE ANGLE w LTWT CONC TOPPING' 6 / ON 3" COMP. MTL. DECK TYP. S401 1 BENT R 10 GA CONT. � * WELD TO W 12 6 1/4 *' 4 r L 3 x4 1 _ +13'-0" I ' 0 GRID I L SEE PLANS •I I FOR SIZE Y. #6 SCREWS 0 T 0 PANEL Iy 1A I EDGES & 12" IN FIELD (TYP) I BEARING I I 5202 FRAMING 16 I I W12 I W12 EMBED 4 18 I I I1U SCREWS TOP TRACK �} I I CONNECTION �p� I I TO BEAM FLANGE W14 L 3x2xt 4 S201 SIM I - W12 EACH BEAM W14 I I W14 I ' W16 INSTALL STUDS AFTER CONCRETE I I IS ON DECK = I I t l I I I I a EXISTING CONC. ALL I I I EXISTING WALL I I I TO REMAIN 1 1 I I i t TS 5x5 I TS 3 1/2x 3 1/2 0 CORNER � �- TS 5x5 I STUD SHEAR WALL NEW 8" CMU WALL � I i I STUD SHEAR WALL BETWEEN I I I I I I 25 I l f I I I I ,S102 - 1I I I I I I I I I I I I I I I No. REVISIONS/SUBMISSIONS DOW Project: CARRILLO SPRINT � METAL STUD / GWB I � ARCI-iI�ECTURALGIEtOUPINC SPECTRUM SHEAR WALL I ' I � I I I I I SAW CUT EXISTING FOR BASER METAL STUD / GWB I FOR BASE SLAB FOR CLEAN SEE 1 SHEAR WALL I SEE EDGE 1u„"me Ave o e ' I --- -- 102 PORTLAND � S201 „ _ I S201 I c,,..�s� (J 1 I 4 SLAB I J.Steve, Owrft .,e W241166o ti i o ^� WOU FOX M."74 SWITCH CENTER I SAW CUT &. BREAK I OUT SLAB TI!ATIF•NTt" CAM LO AaCNTFCTUFAL 0119 TIn"ArlO,mmy " EXISTING FLOOR SLAB 17tex 1 1 2" POWDER I 5 Pte ;�,,�'NO V%I%-a;O CCHUM OR 4 SLAB - / EXISTING FLOOR SLAB 170x 1 1/7_" POWDER DRIVEN FASTENERS ® 16" OC. I w COM•I ANY FOIUaWAM WHATt10M IM AW nl•To r Aae W S.W. a/► ss,, DRIVEN FASTENERS ® 16" OC. 5102 $ TO AMY rAM PAR"eFNFotIT FIRST oeTAMNO IM FOAF9f*MtTR =I SWCASCADE BLVD. o 2" FROM STUDS I \ ! 2" FROM STUDS p 5" It °FxF'"ro�oa`x0"o.FFinLFCTiw��'+,T*"F moo a MOTr FFFIM°AcfLlreci TI m 00 . '. r Consultant Drowrnq Title `>r� Integrus Architectureto SECTIONS Spokane,WA..d0A204 S DETAILS d a 5., (�09) 838-8881 SEE SCHEDULE -� ON S201 1 _6 Seal Drawn Project No. 1 -- " JC/JL 95126.9 4 SEa�PRpcF NGIN.,p Checked CAD File No. a �T.°r T 901 E ac SECTION S'tCTION Jn 960354--1 SECTION SECTION SECTION 3 4 - 5 3/4 11� ° S401 j/� - Q 5401 J 4 _ 1 C S401 3/4"-1'-U" S401 3%4"=1'-Q" / Reviewed Drawing No. JT �01 �(� 3t 29-M 8401 ! 11 SCOL AS SMOMM of Cascade BIVII,10799 I I • v' BUP 96-0172,BOP 96-0290 (Fire)MEC 96-0087 31 of 41 e i If this police appears clearer Ih:ut the document, the document is of marginal (Imil:ty, t ��'I1i 11111111111 a) 111 1p'll 1 JIJI I I III 11111 I1Iltk! IIII 1l1I1I1 l l ' . . { rltii inhnl ruilmi uil mr nnrrr nriltu rmNlu nnlnnlnnlnu n111nn mriri ._ _ f _ �I -pgIIITEEA!t4l4. N - 1 2 4 5 I / I S I 9 I 10 I 11 12 1314 15 16 1 ? lelww — MATERIAL KEYING LEGEND A C E> E XISTING GAS iERVICE 1HOUT METE t SET NSTALLATION NO SERVID/OR Q I ETER REQUIRED FOR RE ) I I • DEMIOL_ITION NOTES: � ( A. THE DEMOLITION PORTION OF THIS DRAWING WAS NOT CREATED FROM RECORD _ DRAWINGS. THIS PLAN IS INTENDED TO BE DIAGRAMMATIC IN NATURE ONLY AND DOES NOT INTEND TO REPRESENT ALL EXISTING EQUIPMENT. A«OCIATED DEVICES - T �� - _ AND CONDITIONS, REMOVE ALL EXISTING AC UNIT'S. FXHAUST FANS, FLUES, CURBS - 1 - - - DUCT WORK AND DROPS, PIPIN;,, DIFFUSERS, GRILLES, -STATS, AND ALL OTHER EXISTING HVAC EQUIPMENT DEVICES, AND CONTROLS. PATCH AND SEAL ALL EXISTING ROOF I I I ! OPENINGS WA IER TIGHT. PATCH AND INSULATE ROOF OPENINGS TO MATCH EXISTING 0 0 o II K-71 K 71 II R x1-r ► I K L _ —_ CONDITIONS. IL_'J L._]I I I k y I X I B. ALL EXISTING PLUMBING FIXTURES AND ASSOCIATED WASTE, VENT, WATER AND GAS PIPING II I I XIST UNUSED = -- SYSTEMS SHALL BE ABANDONED AND REMOVED AS OUTLINED ON THIS DRAWING ' n II _ r AS PIPING IN � UNLESS OTHERWISE NOTED ON CONSTRUCTION DOCUMENTS. SEE P101 FOR ADDITIONAL EXIST SINK k �!� ��II � J, I I 9EILING SPACE, REQUIREMENTS, CAP—OFF ALL EXISTING WASTE PIPING BELOW FINISHED FLOOR ASSOGATEI) Pip IN I —_ _ AND REPAIR SLAB AND/OR REMOVE EXISTING PIPING TO ACCOMMODATE TO BE REMOVED r; l NEW PROPOSED CONSTRUCTION. I C2� — — — — — L— -- 1 — - _ IC"'71 - L IC-71 Il'-T � � � L'll i I I I A- I I �I IcX_yI X I I X I ¢- II I I —------------- ---- -- --------- --------------------- ------------- ------ ---------------------- �-- — __ z 1 + - SERVING AREA UNKNOWN. ,,II,, Ix1 I +----- fit- ------{i-�-y----------- _4-------- �-y / --'- - --�- +------ VERIFY AREA SERVED BY THIS UNIT EX 1" CW EX 1-1r 4'� -- I PRIOR TO DEMOLITION, THIS UNIT EXIST WATER HEATER - { TO BE REMOVED IF IT SERVES SPRINT AND ASSOCIATED PIPING/"'-- IPING 2' DN // I I EX 2• I AREA OTHERWISE RELOCATE AND TO BE R(JAOVED. I L — 4 RECONNECT AS IS REQUIRED. L I I 04 I J ----_' I — J —GAS PIPING FOR ROOF TOP AC UNIT MOUNTED ON ROOF DECK OOF TOP AC UNIT AND —i--� '� I ; -------------- fl--- -------{- - ----------F--------« I (TYPICAL) T I ----------- t (; TYPICAL) K • II Kx7i r,-;I L c- - -------- - J I I "-" c'_`y XIST GAS & WATER BELOW - --- " II I OOF UNE TO BE REMOVED &4 CT ROOF TOP EXHAUST FAN AND EXHAUST DUCT WORK • TYPICAL -- —_ T— ( `x'11 _ r� JIIL IIT -- -- J I I II! X IL' I I Cx'i I Ka� I I C� DIFFUSER / GRILLE J ' II �-y II Ic_y Icy II Ix" (TYPICAL) , C I I I II II � III II I !I L — 1 � C I 5 -- — - -- — - --- -- I i I I I I Iv GAS PIPING FOR UNIT HEATER EX 3/4• i i BELOW ROOF UNE (TYPICAL) I I I I � I I 1: -� +- -- --+* , C-+—j - EX RESTROOM - I AIR PIPING BELO V ROOF UNE OXTURES I� WALL MOUNTED TR NSFER FAN T-STAT GAS FIRED UNIT HEATER AND FLUE l F }I (TYPICAL) (TYPICAL) (TYPICAL) EX 2' VTR F EX WH (D7 — IJ E �\ I \ T II / PERMIT AND BID SET 3-29-96 L� I , ELECTRIC BASEBOARD HEATER No. REVISIOMS/SUBMISSIONS Dote (TYPICAL) ppm II _ CARRILLO SPRINT —� ARCHITECTURALOROUPINO SPECTRUM ._ Fk 0&1 EMfe Are coksMFeMNTAEWN. ` PORTLAND A II $1- ` Ole 5° -- `J ANA Ctt.)ta RAIL 0l7Jlf0 �- THE APCIITFCT. CARRALO ARCKICCTURAL GROW NCDRPORATEO,HF-WRYSWITCH CENTER � RFSERYES ITS COMMON LAW COPYWPO AND OTHER PAKYWY PO4TE P1 TIERF PL A:6,WAS AND DFSIOK WMCH ARE NOT TO SE WROOI1gT1,ChAw.0 nA COPED W ANY FOM OA MANNER WUITSOEYEn NOR ARE THEY to HE A.'AKM TO ANY TIRO PARTY OTM'7Ut FAST DOTA#"THE FXPRFSS WRITTFJI PfRO-- LIVOSSFO rROy IRE ARCHITECT TNF DRAWWO IS NOT FINAL OR TO IE 10031 S.W. CASCADE BLVD. 7 USED FOR CONST RUC TION UNTE SIGNED BY 111E ARr.HIi Tc'I 01.." t'IZOJI;CT NO.: 98-106 6542 sE 16k. FLOOR PLAN Mee,rU.+utfe-Or.jm i0�- INTEREACEINCINHRINC INC. MECHANICAL fJ N Consul t inq fnr6F glns DEMOLITION 500 U Est FIRUN KANNAOY ssd — 0111111111111111111111tfojal* 95126.14 -- PROpFs DOH ti ANG I NfF� s� CAedod GD FM No. — EW 106MD141 A — IIwlNltlwlf Dfa�lrp Na REGON Al FLOOR PLAN — MECHANICAL ° $��crle,9�°�� o; �, MD101 T CV I ,D XPIR ftdo 1 31 1 !� tet'-0" of . 2 3 4 `� 6 7 12 1 3 14 15 16 1 I Cascade Blvd,10799 a BUP 96.0172,B U P 96-1)2g8 P O I' (Fire)MEC 96-0087 .i M 41 If this nolicc :1ppclu•s cic:urr Ih;u1 the 1 docununl, the document is of margin»I quol;ty. J Ifif�f�,M. �: ..��II�fI►�� ►�II111�1�111 �Iflll�ll�f�� .1�111!M�.� ,,�� I�u1 Inilfu�nn ifl IIN Ilt�ifll Illl�tfl IIN�IIII IIII�illl NfIIIHillll v.. .. ...._. .. .. ... ':��❑Nc.- s::.:_ia -` ,i vu.,.,,:t. .:.:, ..,...,......::..„ : u.::; L :h 1e.a4'euri ,n..:rilhW'WIr "a�r..n,. .. ,. . _ _ -_...,,W.:.. . v .�„a_.. .�u,,,:•.,w..w _,.,:..- .:.._,-.:,....._,...:_ :..,.. _ .1.s - - - .:»ayr' L:.�.:'AiMs:,,L,s,.,.... - - _ 1 2 3 4 5 6 / 6 9 I 10 I 1 1 1214 it 16 1 / NOTES THIS SHEET MATERIAL KEYING LEGEND �E ( -3 M501 �EF ROOF ; 14X16 DUCT FROM E*IAUST GRILLE UP TO EXHAUST FAN ON ROOF. 1RANSITION AS REQUIRED TO FAN. PROVIDE FLEXIBLE CONNECTION AT FAN. Q I 2 E'2 CEG-2 O 11 t`3 EF-4 7 F13 111115011 IN CEILING -- _ I I F13 __ O EF-5 7 -� L:-. C- -1 !- --� ---- 7 ! _ _ 501 L.__ -1 L L-=_� IN CEILING 'I 8�-4 C0-1 2x2 CRG-1 _26 _2 -'_ - I 10 1 O-4 Ct 14 16-4 CD- Yp 12 22. CEG-1 _ -2 O EF-6 7 F13 8x8-4 CD-1 d G1 M1 M501 _ 175 CD-I O 13 I HP-2 10 fw501 IN CEILING _ Oil ON ROOF r 8'0 - �� _ - - .1 -- - _ - __ © EF-7 7 M501 — - IN CEILING J ° 8 8X7 DUCT FROM EXHAUST FAN UP TO 1202 L 1 --9'Fr "• O CAP. TRANSITION AS REQUIRED TO CAP.K PRO VIDE 9 -- - FLEXIBLE CONNECTION AT FAN AND ROOF CAP. N q"t._ - ICE ICE I - - - 6-• - ---- _ - �118z14 X14 $" P I 12x10 r 8"e FSO - OPEN t3 - - _ _ O EF-1 MS01 _ , ICO 7711M �2 1 W0 EN 1j'-- I ON ROOF ' 11Zl 20x2O DUCT FROM EXHAUST GRILLE UP TO EXHAUST N M501 10 HP-4 � i - 10" 9° - -_1. � x10 !^ 9 • _ FAN ON ROOF. TRANSITION AS REQUIRED ON ROOF -- __ _ F� I txl2 i I i I =-_ - TO FAN. PROVIDE FLEXIBLE CONNECTION AT FAN. 12KI0 �-�__- � -- _- �_ 285 TYP OHP-4�'�� 11 102,0LQ 9 EF-2 2 x22 (AC-11 - 11 - - _ `- C1 8x6-2 CD-1� ON ROOF M �yJ nr r TYP-3 R�� 160_ �.- IOK10 DUCT FROM EXHAUST GRILLE JP TO EXHAUST , - -- ,-- -- -- _ - - - -^L'L-- _ - -----� FAN ON ROOF. TRANSITION AS REQUIRED TO FAN, PROVIDE FLEXIBLE CON14EC11ON AT FAN. TRANSPORT/ FSlg11, l FSO � 12 ? --1 _ - - - - ---- r� 1ARK 19� 11 Sj6 RR-I I' -- QT HP-1 10 INSTALL HP UNIT ON PRE-MANUFACTURED ROOF --�� 12 • •• - - _ M1 CURB IN ACCORDANCE NTH MANUFACTURERS FSID �_ FID __, HP-1 10 M501 RECOMMENDATIONS. PROVIDE LINED DUCT PLENUM M+ HP=S OT 11-12.10 i i (I NTROL I - Q pE N �8+• ON ROOF FROM UNIT INLET AND OUTLET. 10QH'P-5 _ 16x1 MllMS01 • • ^"� 2222 CRC-1 (' 8x -4 CD-1 II DUCT TO REGISTER SAME SIZE AS REGISTER- COROOF 3 - _ --- -- 265 TYP-2 O -1x14 u --- -------- 12 \HPU3@10- /�,� P 6 10 12x10 -- 10X10 -` -- � ON • 0 OF 22x22 CRG-I •� U --'---- — r _ MOUNT DIFFUSER IN CENTERLINE 13 PROVIDE 4f1x16 PLENUM. TRANSITION TO PLENUM AS REQUIRED. -RL------------- ---- ----- ------ • FUEL RE I � 8+� I t+�G ---- _ Y ___ - - OF EQUIPMENT AISLE. k "" '``-` MOUE; UNIT HEAT HIGH AS POSSIBLE. PROVIDE MANUFACTURERS � ,t ______ NUMBER AND LOCATIONS OF 14 RECOMMENDED CLEARANCES. 11 30x'10 SR- --- ® I j 12 x I x'24x1d , ; ' , x , _ I� 0 DIFFUSERS WILL VARY DEPENDING 69p IT I i - ' � 24218 1 ON QUANTITY AND LOCATION OF I FUTURE CRU O ROU fE PIPING FROM CONDENSING UNIT TO CORRESPONDING ; M1 � �-------- --------------= ; � I r �� EQUIPMENT RACKS. 15 COMPUTER ,. 0 PUTER ROOM UNIT CONNECT PIPING PER M501 10 HP-7 14 • r ---------------- ----- - { ; ; I �__-_-_---- --_-_______ -� i ixj PROVIDE DROP AND MOTORIZED DAMPER MANUFACTURER'S RECOMMENDATIONS. SECURE PIPING • _ = 1 FOR DUCT DROP. CAP DUCT DROP. TO WALL WITH UNI-STRUT. SECURE PIPING ON ROOF TO ON r200F - ` i r x F x'24xtd ; I x r , , (TYPICAL) o I '. --�1 QaITERIES 10x1 _-_ 24X18 UNI-STRUT MOUNTED ON TREATED 4x4s. PROVIDE &4 -0 -- L r - - ---- -- F ' ,; + - __ -_---_--_ -_ -- ----- --- ET OVER INSULATION ON FS STAINLESS STEEL JACK 2 IjL_____-- --'---- ------� : ;; ;';` -11G---z-r-- ----r------ - ROt1TE_PlPIP1 - WN WALL AND CAP 15 REFRIGERANT PIPING. E - _ FOR FUTURE CRU. O (TYPICAL) • FUEL I l-.._�I 14 • r x, x r24x1q ; ;' ; '; ' , F I - - (TYPICAL) -- 24.18 � I -� 16 PRr; 10E MANUFACTURER'S RECOMMENDED CLEARANCES. _. I �— r • • • H _ T 1 - - -- -- --- rJ+ _ , ------ - FUTURE CRU TYP;CAL PER UNIT ON ALL SIDES, LJ -222 CRG-1 - �� L---------------- -----.� ' rr ILr, I' - _ _. � , �L rti+r----------- ----' -_ 8-•�`- ' I J7 O MWNT UNIT ON 6" COPf-R a 24KIO x r , 17 ETE HOUSE KEEPING AD. 1 _ ' 24x18__' __-- _ _ A13 � HO T KEEPING PAO " ' -XTEND MINIMUM 6" PAST UNIT. 4811f_1 _1 FSI -- 24X16- ----- __-_ , ._ --,.�.f_ . 1t - -- ------------- _------ - - --- 8 M501 M N CONDENSING UNITS ON ROOF. PROVIDE CONCRETE = - ___' '_`---- 1 PROS FOR FUTURE CONDENSING UNITS, 13 L----------- � ' �� 41r , , ,* a> ,t �---- G r------- �. -� - J -- � Iti - --- -- i i FWIT9 6X6-2 CO-1 2, :CRU 18 24K24 OSA DUCT UP TO 20x20 ROOF CAP TRANFATION AS LxE xL ' , 4x1 ', . x , r , ;, , V, M501 75 TYP-2 A --` ' r , , 24.18 REQUIRED TO ROOF CAP. TERMINATE DUCT 10'-0" A.F.F. FS r- ----------- - -- --� ; ;; Mr,�' „„ _-- X T O 2 FUTURE PROVIDE FLEXIBLE CONNECTION AT ROOF CAP. PROVIDE (2) Qq - - ESTIMATED EQUIPMENT RACK LOCATIIIN. - TWO 20x20K2 FILTERS AND FILTER RACKS IN 90' ELBOWS � - ..,�-�-'P �- - ----- ' VERIFY EXACT EQUIPMENT LOCATION OF DUCT WORK. -� 13 !25 z16 RR-1 1, ' x' x ' i ' i; 24x10 ; ;; x ; I , x , 24218 i I RUSKIN L�375D LOUVER PRIOR TO CONSTRUCTION. 5 ---- _ FSID 1 ----- - -- t+ -----RL--- ----- - - -- ---- ---- L ;;L , ' ' - - ' -- ----- ------ ------ MOUNT TOP OF HP=9�TT j1� ' L---------- -- � F--�t `---- --_- - - ----_- • LOUVER AT 10'-0" 11 22x8�RR�lf 3F-- ._.�- -- _F I -rxr -- x , -,�-,+- ' , ', Ir ---- -----' M �� H 8�T� - , , I � Ki01 , , , xr I , -I F~i� 24K1�- -- ---- ----'--- r--------------- ----- ' , ; ; ',� _" , r , , _- 2x8 OK�EJ CyO�-3ja T'Y'P-38 11' 22x8 SR-1 � I �� FSO 840 to 1 xIT F x' ; i ; 2400 ' i r x L , ; i; I E ,; ,; ' JOHNSON CONTROL 24x18 �� _ ---- 22x_ r------------- n-- ' ' 'i , ;,' ' „ I I --- ----- ' ------- PANELS /^•� '1 --------- _ o o' - ------ -- �I - ;-;.;-�--.!-__�f�f---- - -�:�- ;.� -- ---- ------ ROUTE PIPING DOWN WALL 15@N1 - - 6r.6-2 CD-1 FSD RIDb1� w ,r�i - �t}--- ---- !. - - ANO CONNECT TO CRU. - -- -- - N '� '�; II r x F --;T; 210 1 1- .- �� Q - � (TYPICAL) 175 Gil N - ' P- P501 INTERLO TORIZEO - ;-- �' 1) 500 � ; DA!.;PER - -- - -;- y -- �� , -- , - = - -- --' LINED 60224 PLENUM -�_ ; ; ROUTE PIPING ON RESPECTIVE GENERATOR ► ROOF AND CAP FOR 1Nt1 EF-1 (TYPICAL) -- -_ GENERATOR �' F1JTl'I�E CLI ' " ; " ; ; i REFRIGERANT Pli t5 P5p1 1 "_ ON ROOF CA')1110"• GENERATOR ' ' FUTURE CU - -�, - --, ---__, (TYPICAL) EXHAUST PIPE ;; i 5- (tYPICAL)E WALL _- --- - 1 HP-9 10 -- GENERATOR M501 MUFFLER ; MD ON ROOFc� I ti� ti 22X22 CEG-1 �7 - L-="-_ -, -_ _, ___� Al -- ---- - - 2 -i +•2 - - - - M501 8 ' ' Q ERA T 6R --- L ORAGE --- � - T, -3 TV 2 FUTURE FUTURE � L r �-. F GENERATOR I ' 1 ON ROOF - 260 2 SHEET METAL--moi I i �-- - ' ENCLOSURE ' INSTALL EXHAUST PIPE AND r-- --I---�.� EXHAUST OPENING [- CAP FOR FUTURE GENERATOR I' r_-____-___-. ------- / 1 I, I I I PERMIT AND BID SET 3-29-9 PROVIDE TEMPORARY 26 :,A I „ y r No. REVISIONS/SUBMISSIONS Dot• METAL COVER OVER ----------- SHEET 14x6 ISR-1 HP-8 10 ,- F 38 -fYP-4� 501 11 MD —_--___ IV.-,_ ___ - -_ -- -� - -_ --_-f -ION_RQOF �_o CARRIL T- _ -- r - - - SPRINT jI� + - ARCHITECTURALGIR PING I' I SPECTRUM I� 120x48 OPENING M -- 14 EUH-I � A9 THRU ROOF, 700 LBS -------- - _.-- M501 (TYPICAL) MOUNT HIGH AS POSSIBLE SMOKE DETECTORS GENERAL NOTES - --- GENERATOR NOTE qtF"..Ave (" swto lot Smoke Detection: Contractor aholl provide duct mounted smoke detectors A ARCHITECTURAL AND OTHER RELEVANT CONDITIONS SHOWN ON THESE PLANS, F INSTALL EQUIPMENT TO PROVIDE SERVICE CLEARANCES AS RECOMMENDED BY TOTAL STATIC PRESSURE FOR THE 11 +� PORTLAND in both the supply and return luctwork as per NEPA 90A and Uniform Mechanical Cade. BAScO ON AVAILABLE INFORMATION, ARE SUBJECT TO VERIFICATION. ENTIRE GENERATOR a s'�M�'� CA stf•esso THE MANUFACTURER, AND AS REQUIRED BY CODE AND LOCAL INSPECTOR. INTAKE AND EXHAUST ASSEMBLY TO BE NO GREATERSTATIC AIA CIT FAK rtz•u>• y Smoke detectors to be duel chamber ionization type with duct sampling tubes, UL CON. 2M UTILITY LOCATIONS AND ELEVATIONS. RECTIFY, AT NO EXPENSE TO PROVIDE CLEAR LABELING OF FILTER PANELS. VERIFY ADEQUATE ACCESS FOR THAN 0,50' W.G. EXHAUST A5 M SWITCH CENTER �' ',f AM;N,ECi, CANRl LO ARC A,FC,UPAi CROVR N(:OR?OMIED,Nr1iflV approve with adjustable sensitNity. The smoke detector] shall shutdown the air OWNER. DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS. ROUTINE MAINTENANCE. SE 81Y 'nTAL STATIC •rRyFsrscor.FoxlAwcooTAODrNFR�roRFr,.pxH„ rf� _ handling unit and activate audible and visual alarm when smoke Is detected. Provide IMMEDIATELY NOTIFY ARCHITECT OF CONDITIONS IN CONFLICT WITH THE PRESSURE TO BE NO GREATER THAN 0.31 W.C. PIANS•DFAs AND DER=W,«n,ANF Nor To RF NFOPMTY P cHAWOrD rn fAAFD NAM FOIN DN MM W"AT"rFR NOR ARE niv to PF ASyOEo, for all fan systems 2000 CFM and above. Coordinoke with Division 16 for exact PLANS. rO AN.,HNiO vANn WArlrour•wsT OBTAINING rr,F r•AmEss NFRlrrex electrG PROVIDE ROOF CURBS FOR EQUIPMENT REQUIRING A ROOF PENETRATION (i.e.. PFRx,SSION FROM TME AP(ATFCT rHE DRAWING I$No,FINAL OR,D Rr detector requirements. Contractor to provide and install smoke FANS, INTAKE HOODS, ETC.) PROVIDE EOUIPMENT SUPPORTS FOR ROOF sEn FOR cONsrR c*ON uxrt - VIED BY r,t ARCNlrecr 1)0d,1 S.W. CASCADE BLVD. detectors. Contractor to wire between detectors and fire alarm B PROVIDE SYSTEMS WHICH CONFORM TO NATIONAL CODES, LOCAL CODES, AND MOt1NTED EQUIPMENT NOT REQUIRING A PENETRATION (i.e. CONDENSING COfMI/�011Q � Tib! control pane;. OTHER APPLICABLE CODES AND REGULATIONS, INCLUDING SEISMIC UNITS). COORDINATE ROOF CURBS AND SUPPORTS WITH ROOFING SYSTEM. REQUIREMENTS. SECURELY ATTACH EQUIPMENT TO CURB AND SUPPORTS. f� Smoke Detection: Smoke detectors ut required above shall be installed in the PROJECT NO.: 98- moin return-air duct ahead o/ any outside-air inlet or they may be Installed In each 108 C COORDINATE FINAL LOCATION OF EQUIPMENT, DUCTS, DIFFUSERS AND GRILLES H PROVIDE CONDENSATE TRAPS ON A.C. EQUIPMENT. ROUTE DRAIN PIPE TO `' �> � FLOOR PLAN rooryi or space served by the return-nir duct. Detectors '3hall also be installed in WITH STRUCTURE, REFLECTED CEILING PLAN, LIGHTING LAYOUT AND FIRE CODE APPROVED LOCATION. the supply duct, downstream of the fifers. Activation of any detector sholl cause SPRINKLER SYS[a, INEERFACf FhCIN'fR/hG INC. MECHANICAL [ the air-moving equipment to vutomathLully shut down. CDDs RFAC Engineers D PROVIDE FIRE DAMPERS AT FIRE RATED WALL, FLOOR, AND CEILING 5os e3s lli BRIAN KANNADY PENETRATIONS. Seal Of�11 �� ----- E PROVIDE EQUIPMENT WHICH CONFORMS TO APPLICABLE ENERGY EFFICIENCY ��p PRpp� DOH 951 26.1 4 ' A �_ CODES. ti��rx,NGlNffps`1'i p1t•d co F11a No. 1 BK 106GM101 to Al FLOOR PLAN — MECH' ANICAL OREGON 0 7 4' S' p DCP n C-41 `�Cr 1$.Nei ',�E Caw 40 C. pE 3-29-98 M101 __ PI 1 -31-98 amb CDsc96- Bl2 1 9 1 �_� 1 1 �) 4 1 5 0799 16 1 / _ Q� ( Of fie 98-0172,BUF gf;.p� A Ii )MEC 93.00147 331,411 If Ihis police appears clearer Ih1Fe the document, the document is of marginal gF,aF;ty. 1�'t � �'�Jl�ll�fl�t: - 1-1�II i��1��r��li ,i�ilili�rl� t�� , • � A" .� ��1� .......Iii.i.n F �� n�htii lntli�u m�Mnn 1�t�u1 . _-,.:__.:—Ai'•_1_L�a..a,.f,,._.._r..t=--�lA*��L<..H.v.ek.1--'.: prt.—f,.. ,.- ..__.,.. ....,.. , o- .,_ .. w..._ mn - lea., li�Im�.-�- -- — -'---+�.,•,'•"••y��ANme�ai`:t>Y- �-FSaI�,� - - — �eA9ES_._. '_--."_.,....,:...,..,.,... ,.:,m,�riifi u•.`d9.s �=-yt""""�°' : �i,;.',.�::,:.. law oil . _. ._ 771 3 4 5 -6 8 9 10 11 12 13 14 15 16 17 fz MATERIAL KEYING LEGEND �A� �B� c D1 E I I I (.J I _ r— O ©r—ROOF CAP F13 (TYPICAL) EF-2 13501 ON ROOF C t� u 4 1 MI 02 - HP-4 M501 MP-3 M501 , -- Al t M HP-2 y501 _-- -_ — ---- --- -- ------ -- ----- -- -- - ON RW-- HP-5 OOF HP-S 5%, � I I O ON ROOF N ROOF MI L44 M ROOF t�--+IG-----•---------------------------------------- FOR FUTUREGCRU.WN WALL ANC CAP - 1 1 (TYPICAL) 1 ' sl M13 EF-3 11111501 a 1 -- --------- ------------------------- - - G----- - - - ROUTE-MING. WALL AND CAP t�----HG------------------------------------ FOR FUTURE CRU. (TYPICAL) 1 1 1 OUTSIDE AIR ROOF CAP AA901 ti` 1 1 1 eNIt _ IPIN FROM CONDENSING UNIT TO CORRESPONDING ,� f}-- L G----------------------------------5 COMPUTER MANUFACTURERS NIT. CONNECT PIPING PER RPIPING 1 1 1 1 1 TO WALL NTH UNI-STRUT. SECURE PIPING ON ROOF TO UNI-STRUT MOUNTED ON TREATED Oras. PROVIDE STAINLESS STEEL JACKET OVER INSULATION ON REFRIGERANT PIPING. , — -- - — — --._ — 1 ----- L ------------------------ II G= -- H t 1 1 r 1 1 1 1 • ' I � � i ; i ; t� G- ----------------- ROUTE PIPING DOWV WALL L1 - — — �}i�-___--_----- AND CONNECT TO CRU. --- - — — -- - 1 — ----.—. -_ - - - , I u E ROUTE PIPING ON , 1 501 1246808h PENTHOUSE ASSEMBLY ROOF AND CAP FOR REFRIGERANT PIPING p 111 FUTURE CU ' ' (TYPICAL) 50 FUTURE CU -- ''-, - -- F ' 5 ° MOUNT UNIT ON 6' CONCRETE HOUSE KEEPING PAD. HP-9 1 ON ROOF M�1 ti R` ' uu ( HOUSE KEEPING PAD TO EXTEND MINIMUM 6' PAST UNIT. `-------' `-------' ------- �- CU Al MOUNT CONDENSING UNITS ON ROOF. PROVIDE CONCRETE , 7 - --- -- - --- -- — ---- -----. - -- _— __ -- -- _ __.-- -- - T M501 PADS FOR FUTURE CONDENSING UNITS. -Ts- TYP-3 r-" M13 2 FUTURE EF-I A I - — ,ASOI F_ ON ROOF C? M1 HP-8 M501 -- _ eA9 '• % i ON R - 124K58a48h PENTHOUSE ASSEMBLY '.: PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. PERMIT AND BID SET 3_29_gg 501 :, i I TYPICAL PER UNIT ON ALL SIDES. No. REVISIONS/SUBMISSIONS �- - Dote A 1A1� CARRILL ® �"'°� AF�CHITECTUFIAL(,�RAUPINC SPRINT SPECTRUM �? Wl me" AN 11111411110 I CPORTLAND CA !f2! 1 fINaA Curb f•ft7-0!!0 AiA. CII-!!! FAK -tl.. SWITCH CENTER �= ilE ARCNTFCi, CARIM IO AApM1f^.tURhl;R011�N:O"AtTD,KAEBY RESFAYES ITS C011110 LAM COFYINO',AAO OTNEA PROPFATY A,OITS N TNFSE PI AIE,WAS AND 05106 OWN ARE WT 10!E R�IK]OIXO, AW on 01 COPED N ANY low OR MAMIEA wNAT�YTR,NON ARE fWY TO RF AS9T7tn TO ANY TNWO PARTY IATNOUT FIRST ORTARAINi TrE EXT4fOS WRTTtFN UEFD 10,1 FROM ST ARCINT TI.E O MED IS Not n11A1 1N1'r7 RI 10431 S.W. ASCADE BLVD. uSFD AOR CON$*gUCf�ON TMiI STONED BY nf Ancv,t'rT i EE PROJECT K0,: 96-105 ROOF FLAN 9902'ITwma IN.ke —.aide.—Ori+ 272- --- 1-3 - INFERFACE FNGINEERINC INC MECHANICAL Consulting Fnglneers N .107 00 t* PRIAN KAN4ADY ftd �A co PRop BIK 95126.14 1 NEfp Ari Ch wome CAD Flb 1110. WRMM 106GV 102 Al ROOF PIAN _ MECHANICAL o 2. G°REGO s '"° on"" "°` -- 3 �N _ �ti (Y m% �� ,— M102 1/891_f,_UN - - — _ tir!'a'0' �/0 C PF' 3-29-96 N o PIR E 12-71-26 Of I— 1+iCascade Blvd,10799 f) 1 5 1 -- 1 � 13 1 �1 15 16 p li BUP 96-0172,BUP 96.0298 1 7 (Fire)MEC 96-0087 34 o141 J If Ihis 110lice appefirs clearer than the document, the document is of marginal quality. i 111111..1 iIi1��l�. �I�f11��'�11� �I�I►I��I��I � ��I!,� �� s llil n►ililu Im I U6111A 11111I4nNlnnbnII 011111114 ntlNi lI. -.-, r....,,.r.,.,r.�.,.�arwgw�..vgs..ae:rt-,7.w. •u�. wle-,'o�..p�'rslwFi,;_ 5 i 6 / 8 � 10 11 12 13 -_ 14 15 16 17 EOUIPMENT SCHEDULE MATERIAL KEYING LEGEND MOM 0MCW HP-I °ACKAGED ROOFTOP HEAT PIMP WITH ELECTRIC HEAT: (SERVES CONFERENCE ROOM) 208V/If I y- SUPPLY. 525 CFM AT 0.25 IN. E.S.P. 125 CFM MIN OSA. 49.3 MCA, MIN. COOLING: 17. 12 MOH TOTAL; 13.34 ABH SEN. AT 79.8 F EDB, 64.3 F EMB, 95 F ADIENT. J 24x18 INTEGRATED HEATING: 6.80 MBH AT 10 OUTSIDE. 5.6 KW AUXILIARY HEATING. Q WITH ROOF CURB AND INTEGRATED ECONOMIZER. MIN. SEF�i 10.0, MIN 6.8 HSPF 13' 0' LOW POINI ' APPROXIMATE OPERATING WEIGHT 550 LB. R-1 RMiED_1 F C I - +P-2 PACKAGED ROOFTOP HEAT PUMP WITH FLECTRIC HEAT: (SERVES BREAK ROOM) 208V If / 10'-2" r-- , ` -� GIFFUSERS UCH TS AT SUPPLY 545 CFM AT 0.25 IN. E.S.P. 120 CTM MIN OSA. 60,8 MCA, MAX 1 AT 9'-4" 9'-6" MIN. COOLING. 17.00 ABM TOTAL: 12.99 *H SEN,. AT 78.3 F EDB, 63.8 F EWB. 95 F AMBIENT. A.F.F. MAX MAX I I INTEGRATED HEATING: 6.84 MOM AT 10 OUTSIDE. 7.5 KW AUXILIARY HEATING. ( DIFFUSER /,.F-F. A.F.F. WITH ROOF CURO AND INTEGRATED ECONOMIZER, MIN. SEER 10 0, MIN 6.8 HSPF. APPROXIMATE OPERATING WEIGHT: 550 LB. CENTER DIFFUSERS AT CET TER UNE OF EFT DISCHARGE STRAIGHT DOWN F' EQUIPMENT RACKS AIR SHALL NOT BE DIRECTED AT - HF-3 PACKAGED ROOFTOP HEAT PUP WITH ELECTRIC MEAT: (SERVES OFFICE MEA) 41FOV/30 (TYPICAL) EQUIPMENT RACKS SUPPLY 1380 CFM AT 0.25 IN. E.S.P. 125 CFM MIN OSA- 47,4 ACA. (TYPICAL) MIN. COOLING. 43.07 MBH TOTAL. 31.49 MBH SEN. AT 76.5 F EDB, 63. 1 F EWB, 95 F AMBIENT. INTEGRATED HEATING: 25.41 MBH AT 10 OUTSIDE. 23.0 KW AUXILIARY HEATING. ,v WITH ROOF CURB AND INTEGRATED ECONOMIZER, MIN. SEER 10.0, MIN 6.8 HSPF. APPROXIMA''E OPERATING WEIGHT: 550 LB. N7 PARTIAL SECTION MECHANICAL -- HP-4 PACKAGED ROOFTOP HEAT PUMP WITH ELECTRIC HEAT: (SERVES OFFICE MEA) 206V/10 -- SUPPLY. 545 CFM AT 0.25 IN E S.P. 90 CFM MIN CSA. 60 6 MCA. MIN. COOLING: 16.66 MBH TOTAL; 12.42 MBH SEN. AT 76.7 F EDB, 63.2 F EWB, 95 F AMBIENT. INTEGRATED HEATING: 6.84 MOM AT 10 OUTSIDE. 7.5 KW AUXILIARY HEATING. WITH ROOF CURB AND INTEGRATED ECONOMIZER. MIN. SEER 10.0, MIN 6.8 HSPF. G APPROXIMATE OPERATING WEIGHT. 550 LB. -� 0UrSDE AIR VENT SHOWN FOR COORUINATION HP-5 PACKAGED ROOFTOP HEAT PUMP WITH ELECTRIC HEAT: (SERVES TRANSPORT/OEMARK AREA) 209V/If --AE 255 AIR EXTRACTOR WITH NO. 2 OPERATOR (TYPICAL) PURPOSES SUPPLY: 565 CFM AT 0.25 IN. E.S.P. 125 CFM MIN OSA. 38.1 ACA. IN. LING: 16.47 MBH TOTAL: 11.87 MBFI SEN. AT 75.0 F EDB, 62.5 F EWB, SIS F AMBIENT, INTEGRATED HEATING: 6.9 MBH AT I 0 OUTSIDE. 3.8 KW AUX I L I MY HEATING. �20'-0' -_, � MD AND FID iH AND INTEGRATED ECONOMIZER. MIN. SEER 10.0, MIN 6.8 HSPF, BTM OF LEI HOOF �-- -- ---- --- --_-- ,__,__ APPROXIMATE OPERATING WEIGHr• 550 LB. - i -20x20 ELBOW WITH FILTER AND FILTER - - -- - - - RACK. TYPICAL LOW POINT BOTH SIDES. IN INTERMEDIATE ROOF 24x10 T 14x18 HP-6 PACKAGED ROOFTOP HEAT PUMP WITH ELECTRIC HEAT: (SERVES CONTROL ROOM) 480%'/3f -:, SUPPLY 1270 CFM AT 0.25 IN. E.S.P. 180 CFM MIN OSA. 2S 8 MCA - MIN. COOLING: 38.64 MBH TOTAL: 28.02 ABH SEN. AT 76.7 F EDB, 63.5 F EWB, 95 F AMBIENT. SWI H _ -� __ • INTEGRATED HEATING: 15.8 ABH AT 10 OUTSIDE. 10 0 KW AUXILIARY HEATING. 9'-4" T. --- RO hi ------ RO HVAC MQ -� ----, 1 - I Q11 WITH ROOF CURB AND INTEGRATED ECONOMIZER. MIN. SEER 10.0, MIN 7.0 HSPF. MAX ISA FLEXIBLE CONNECTION 10"-2" APPROXIMATE OPERATING WEIGHT: 550 L.B. B. A.F.F.AFFI MAX A.F.F. 1 ' ----- - -_44 CRU HP-7 PACKAGED ROOFTOP HEAT PUMP WITH ELECTRIC HEAT: (SERVES BATTERY ROOM) 480V/30 C60 (TYPICAL) -DIFFUSER (TYPICAL) SUPPLY: 1700 CFM AT 0.25 IN. E.S.P. 1380 CFM MIN OSA. 53.2 MCA. ESTIMATED EQUIPMENT RACK LOCATION. MIN. COOLING: 60.30 MBH TOTAL; 47.36 ABH SEN. AT 84.0 F EDB, 67.6 F EWS, 95 F AMBIENT. VERIFY EXACT EQUIPMENT LOCATION INTEGRATED HEATING: 31 .6 WH AT 10 OUTSIDE. 25.5 KW AUXILIARY PRM TO CONSTRUCTION. WITH HEATING. - WITH 8004- CURB AND INTEGRATED ECONOMIZER. MIN. EER 9. 10, MIN 2.0 COP, 10.31 IPLV. APPROXIMATE OPERATING WEIGHT: IOOO LB. J7 PARTIAL SECTION MECHANICAL HP-8 PACKAGEU ROOFTOP HEAT PUMP WITH ELECTRIC HEAT (SERVES STORAGE AREA) 480V/3f r�8'=1A-0' _ SUPPLY: 1500 CFM AT 0.25 IN. E.S.P. 150 CFM MIN OSA. 23. 1 MCA. MIN. COOLING: 36.25 MBH TOTAL; 27.79 MOH SEN. AT 75.0 F EDB, 62.5 F EWB, 95 F AMBIENT. INTEGRATED HEATING: 17.6 MBH AT 10 OUTSIDE. 8 9 KW AUXILIARY HEATING. WITH ROOF CURB AND INTEGRATED ECONOMIZER. MIN. SEER 9.4, MIN 6.6 HSPF. APPROXIMATE OPERATING WEIGHT: 550 LB. HP-9 PACKAGED ROOFTOP HEAT PUMP WITH ELECTRIC HEAT: (SERVES ELECTRICAL AND POWER ROOM) 48OV/34 DUCT LEGEND EQUIPMENT SCHEDULE SUPPLY 3500 CFM AT 0.25 IN. E.S.P. 150 CFM MIN OSA, 41 7 MCA - M I N. COOLING: 92.27 ABH TOTAL. 70.E O MBH SEN. AT 75.00F EDB, 62.54 F ENB, 45 F AAB I ENT. ® ® �'� ® ® RECTANGULAR ouCT. J2A20-y2•YE�201N PP�Y N RETURN Art WTSIDE AIR ROUND DUCT 200-20-ROUNJ SY�a - ��'�,RpT1�V � � INTEGRATED HEATING: 46.5 MBH At 10 OUTSIDE. 13.9 KW AUXILIARY HEATING. �oIA Fur ovAL oucr; stN2o•-s2-1rN2DiA WITH ROOF CURD ARID INTEGRATED ECOAIOMIZER. MIN. EER 9. 10, MIN 2.0 COP, 10.3t iPLV. +1Ea sa ATO ►Teoc sa EOUOA1ET1r UNIT CONTROItED APPROX I MATE OPERATING WEIGHT: 1000 LB. owECTIDII ar TN70w -1 CRU COMPUTER ROOM AC UNIT TYPICAL: SERVES SWITCH . T,•pE rrPE � ( C ROOM) 480V/30 crM ay NOTE: HEAT PUMPS TO INCLUDE MICROPROCESSOR CONTROLS THAT MINIMIZE SUPP'.EMENTdL HEAT USAGE DURING START 9000 CFM AT 1 .5 CFM E.S.P. 81 .8 AAPS. AT 72.0 F EDB, 62.0 F EWA NAME PLATE UP, SET UP AND DErROST CONDITIONS THESE CONTROLS SHALL ANTICIPATE NEED FOR HEAT AND USE ` ALT OUTLET RETURN/1<xNAUST INLET EQUIPMENT SYMBOL ROOM THERMOSTAT OR SENSOR MIN. COOLING: 226. 1 ABN TOTAL; 185.2 ABH SEN SINGLE UNE DOUBLE UNE nTTINc SINQX UNE DOUBLE UNE FITTING MIN. HEATING. 30 KW, 2 STAGES. 30 LBS/HR HUMIDIFICATION. 95.5 AMPS COMPRESSION HEAT AS THE FIRST STAGE OF HEAT CONTROLS SHALL INDICATE WHEN SUPPLEMENTAL SI HEAL IS BEING USED THROUGHA VISUAL MEANS. 1,aUK DArvER fes- _� CTARIM WITH LOW AMBIENT CONTROLS. AMPACITY DUCT RrYTe APPROXIMATE OPERAT I N; WEIGHT: 2100 LB. {Ll�- ou POMONAAIR AIR C110-1-10 COMPUTER ROOM UNIT. MODEL CSACC 1500-2U-40N-I5I5. RE DAIeE1t ROAN) FD � FO Ducr R!" C�----,+ ��- L DUCT Ow EQUIPMENT SCHEDULE ```� DAMMROU CONDENSING UNIT TYPICAL: SERVES COMPUTER ROOM UNITS) 4OV 30 F ' b FID DAA�R CU / �-��-------� F � �� V�A � Durr oRar MINIMUM GAOLING: 193.4 MBH AT 20'F DELTA T. 15.5 MGA TO MATCH WITH CRU. NONE 'FSO M,�°4� 90'RECTAE«.,LAR -- FSO Euo•MIN APPROXIMATE OPERATING WEIGHT: 600 LB. FSIDaft Argot �� nl�o�lc rANEs POM ONAA I R AIR COOLED CONDENSING UNIT. MODEL CDS 020-2. -1-FSIID - _ � auLAR EF-I CENTRIFUGAL ROOFTOP EXHAUST FAN: (SERVES GENERATOR ROOM) 120 V/i f mMOTaluam u C"%T T-'�- DAr�q �* _ 900 CFM AT 0.25 IN. E.S.P. FIs 1/4 MP MO WITH. ROOF CARO, MOTORIZED SACKDRAFT DAMPER, ALUMINUM HOUSING AND WHEEL, SPRING ISOLATORS, R.w RAORIs Etieovl M APPROXIMATE OPERATING WEIGHT: 100 LB. �- DIFFUSER REGISTER AND GRILLE SCHEDULE - THANK EF-2 CENTRIFUGAL ROOFTOP EXHAUST FAN: (SERVES 9REAKROOM) 120 VII • PERMIT AND BID SET - 3-29-96 5� I RE TANCULANwvt I No. REVISIONS/SUBMISSIONS SY�A TT'EJE FACE DAtrPERq M0� 1. f16AAF11lC9 F1 T1TN DUCT 400 CFM AT 0.25 I N. E.S.P. /4 HP. Doti - PMAN NTH 4arTANGUIJA WITH: ROOF CURB, MOTORIZED BACKDRAFT DAMPER, ALUMINUM HOUSING AND WHEEL, SPRING ISOLATORS, CO-I CE I L I NG DIFFUSER LOUVERED T-BM OBD WHITE T I TUS R011NQ BIIANO+ APPROXI MATE OPERATING WEIGHT: 100 LB. �� '"° CARRILL0 MCD BRANCH SCIS CK �r t EKTRACITIR we RECrAFIQJIAR EK EF-J CENTRIFOGA!07% ROOFTOP EXHAUST FAN: (SERVES BATTERY ROOM) 110 V/I f ARCHITECTURAL.OROUPINC SPRINT CO-2 CEILING DIFFUSER LOUVERED SI,RFACE OBO WHITE TITUS MEIN NM 1380 CFM AT 0.25 IN. E.S.P. 1/3 HP. SPECTR�AIM RECTAFIOl1l.ARMCO 4' • eRA11r� q � TM WITH: ROOF CURB, MOTORIZED BACKDRAFT CAMPER, ALUMINUM HOUSING AND WHEEL, SPRING ISOLATORS. CO-3 SUPPLY GRILLE SINGLE [''FL. PANEL OBC WHITE TITl1S WITH AIR EXTRACTOR 15' MAX APPROXIMATE OPERATING WEIGHT: I`0 LB. MOUNT 211 RS co11n•c SOUAIR r0 R041A0 -RCUND DUCT ROUND ww EF-4 CEILING MOUNTED EXHAUST FAN: (SERVES TOILET ROOM) 120 VII f CRG-I CEILING RETURN PERFORATED T-BAR NOW WHITE TITUS DUCT NIM 200 CFM AC 0. 125 IN. E.S.P. so W ETEQ11TrK ROUND MtANCH GRILLE 23RL V � ("ECTAN0U1 CONICAL WITHBRANCH : GRILLE, BACKDRAFT DAMPER AND ",PEED CONTROL. MAX 2.8 SONES. 11111HMweAve OR I M PORTLAND ! CRC-I CEILING RETURN PERFORATED SURFACE NONE WHITE T I TUS 15•MAIL 15' MAX,MAX GRILLE 23RL 30' TRANSITION a �INPMN CNvrM vn a>411111 -.� �COp�NRCpfYTRIC EF-5 CEILING MOUNTED EXHAUST FAN: (SERVES TOILET ROUtj 120 V/I f A''~ c""t FAx Va.4v� SWITCH CENTER C MOM swlEnecAL iRA11lTI011 200 CFM AT 0. 125 IN. E.S.P. 80 W. ARCNTECt, CAAPNLLO AW"TKTURA1,OPOIV NCOPPOPATFD,MFRE1r CEG-I CEILING EXHAUST EGCCRATE SURFACE NONE WHITE T I TUS wT[ _ E ."S ITN COMA-AW COP'Oq,T AND OTTER P"PrI FONTS M'If* GRILLE ( SOF Lm p=er r I WITH: GRILLE. BACKDRAFT DAMPER ANO SPEED CONTROL.. MAX 2.8 SONES. FLAN&,()EAS AND DESFoa W14"ARI NOT to NE NEwroDUCED,:l W40 m E r,OPFD R AMY FORA ON 9140191 WMISMM,NON AAE FWY 70 AE A59WD pp((��Ugg�� gam' 10 ANY THWPD PARTY WITHOUT MST OBTARmG THE ENPIKSS WR1TrEN 1 04N3 VA1 ES ��_� - -= --- NET mm) PERMISSION FROM TIME ARCACKI THE DRAW IS NOT FNNAN OR tO BE �SFD FOR CONS;RIICt*N �NTt SHED BY W ARCO, '.FCT 10831 S.W. CASCADE DL.VD. SR-I S I OEWALL SUPPLY SINGLE DEFL. I-3/4" OBD WHITE r I TUS sn�T�rJIL rrrE c�o1ll�na EF-0 CE t L I NG MOUNTED EXH.IUST FAN: (SERVES JANITOR ROOM) 120 V/I f REGISTER BORDER 271 R5 B- 200 CFM AT 0. 125 I N. E.S.P. 80 W. Corduftm Th1lt•11fq Me RR--I SIOEIYALL RETURN SINGLE DEFL. 1-3/4" 080 WHITE TITUS �FOgME° FSO =mow � - a pAn_q WITH: GRILLE. BACKDRAFT DAMPER AND SPEED CONTROL. MAX 2.8 SONES. ij REGISTER BORDER ANE! 23RL I F,f) PROJECT NO.: 96-106 .�.NR o. MECHANICAL s- _---�----'----`--� �sT•�� TO EF-7 CEILING MOUNTED EXHAUST FAN: (SERVES SHOWER) 120 V,/1 • 200 CFM AT 0. 125 IN. E.S.P. Bow. INTERFACE ENGINFFRING INC SCHEDULES E� WITH: GRILLE. BACKDRAFT DAMPER AND SPEED CONTROL. MAX 2.8 SONES. ronsulfingFnprers J 533 "16TH I1kAAN KANNADY EUH-I ELECT!IC UNIT HEATER: (SERVES GENERATOR ROOM) 480 V/30 - 5KW HEATER. 530CFM. 5 KW ��p PROP BK 95126.14 WITH: MOUNTING BRACKET AND INTEGRAL T-STAT. GD q �NGINEFP AFS - Clnoiord Ftn No. W 902 RMM 106GM500 AlCA DIFFUSER, REGISTER, AND GRILLE SCHEDULE A7 LEGEND "° CPe 0 _ _ Al2 EQUIPMENT SCHEDULE �ti�� I��gb �i �. Md ;o _ __. 40500 �� NONE � � NONE .^_ ��o c. P�� 3-29-96 NONE PIRE_,S T 2-31-9 1 �� t ) Cascade Blvd,10799 S + 6 d.-.,. a 1 i_) ! 1 1 17 1 .3 1 I 16 - AS SHAWN Of f=O i1 BLIP 96.0172,BLIP 96-0298 (Fire)MEC 96.0087 :,P.o1 41 l I w'. If this uolice appears Clearer th:u1 the 1 document, the document is of marginal quality. 11�1� :.. I��i� ulfligI�1►1 �I�iII�IIII 1�1 :, � � ��lu��m�luil nn inn .{nrr nlrfrpi mfrrrr lr�ilr�irl�m ru)fun nrt a i 1 7 3 4 5 67 89 lU 11 12 I 13 14 15 116 1l CP 25SA CAULK NOTE: MATERIAL KEYING LEGEND I� NOTES COORDINATE SIZE AND LOCATION OF ROOF PENETRATION WATH GENERAL CONTRACTOR. FIRE RATED CONCRETE *CAULK AROUND PIPING PENETRATING COORDINATE ALL ROOFING AND CURB HVAC UNIT FLOOR SLAB PROVIDE .JE X .IRE RATED WALLS AND CEILINGS. INSTALLATION WA1H GENERAL CONTRACTOR, -� LONG USZ 3M BRAND FIRE BARRIER CAULK �- 18 GAUGE SHEET METAL STRAP. - ---- CP25' (THICKNESS AS REQUIRED - SECURELY FASTEN TO CURB AND STRAP HANGERS FOR 1,2 ANO/OR 3 HOUR FIRE RATING.) BIRDSCREEN 1/4`X1/4" MESH AC UNIT. PROVIDE ONE STRAP TO STRUCTURE PER SIDE FOR UNITS UP TQ SHEET METAL PLENUM WATH 1' s ®USE CP25S/L SELF-LEVELING CAULK ON COUNTERFLASHING RUBBER GASKET -- SO00 LBS. AND TWO STRAPS FIBERGLASS LINING OR HORIZONTAL SURFACES WHEN FIWNG GAPS PER SIDE FOR UNITS OVER FIBERGLASS DUCT BOARD FROM ABOvE THE PENETRATION, CURB l , 5000 LBS. - Sr'IN IN FITTING DAMMING MATERIAL USE CP-25N/'S NO-SAG CAULK ON VER.ZEAL LAG BOLTS. AND HORIZONTAL SURFACES WMEN FILLING FROM --------- - '----------------------- PRE—FAB CURB BY NAILER STRIP NECK WIDTH-- (FIBERGLASS INSULATION, 1 ON EACH SIDE AC—UNIT MANUFACTURER. PLUS 2` BACKER ROD OR FLOOR OR IN WALL APPLICATIONS. (� DUCT DIAMETER) MINERAL WOOL) ® I ALL FIRE STOP INSTALLATIONS SHALL COMPLY FLASHING DUCT SZE AS NOTED ON PLANS. �---- FLASHING PLUS 2` HATH J.L.. A.S.T.M. AND MANUFACTURERS TRANSITION AS REQUIRED TO EF NOTE. SECTION VIEW STANDARD DETAILS, ROOFIN SIZE AS REQUIRED. COORDINATE EXACT DETAIL RIGID INSULATION CEILING ND WITH HVAC UNIT MANUFACTURE — - FLEXIBLE DUCT - MAX 5'-0' FIRE RATED CONCRETE ROOFING WALL ASSEMBLY pCANT STRIP CONNECT OR OUTLET AIR TONPLENUM SECURELY FASTEN CURB PER MANUFACTURERROOF DECK'S _ I TO ROOF DECK AS �_ LEVELNI, STRIP INSTRUCTIONS JCP 25N/S CAULK CP 25N/S CAULK CANT STRIP REQUIRED PER MANUFACTURES RQO' DECK (1/4' MINIMUM DIAMETER INSTALLATION RECOMMENDATIONS. BEAD). METAL PIPE METAL PIPE ACKDRAFT DAMPER ROOF FRA NG N \'\1_.cIAMMING MATERIAL N (FIBERGLASS INSULATION, BACKER ROD OR STEEL STUD MINERAL WOOL) — FIRE RATED GYPSUM WALL SECTION VIEW SECTION VIEW _ RATED WALL, FLOOR AND M M1 AC AND HP CURB DETAIL M5 AIR INLET OR OUTLET M9 CEILING PIPING PENETRATION M 13 ROOF EXHAUST FAN DETAIL M NTS Nn NTS NTS L � COORDINATE SIZE AND LOCATION OF ROOF L PENETRATIONS WITH GENERAL CONTRACTOR. -- ALL ROOFING AND CURB INSTALLATION WITH SUPPLY DUCT GENERAL CONTRACTOR. 'PANT LEG' TRANSITION K FLEXIBLE CONNECTION K BIRDSCREEN 6X8MM(I/4'X1/4`) ROOF VENT MESH. COUNTERFLASHING LAG BOLT G�D (1 ON EACH SIDE)TYPICALPOORNG 1 i (2)7/8' OD.-RL ROOF DECK 2 1 1/8' OD.-HGIJI FLASHING DUCT SIZE AS 1 REFRIGERANT VALVE, CURB NOTED ON PLAN. ^` TYP CANT STRIP TRANSITION TO UNIT AS f CONDENSATE do WATER REQUIRED. LONNECTIONS SSE _ PLUMBINC DWGS. 2X8 AS REQUIRE I RL RETURN OPENING ( G H ACU CONNECTION SIZES H RL-- (2) 5/8. 00. CE) HG-(2) 1 1/8. 00. VERIFY REFRIGERANT UNE SIZES � TYPICEL WITH POMONAAIR PRIOR TO INVERTED TRAPS ON CONSTRUCTION. RL & HG LINES TO EXTEND F 7 1/2` ABOVE BASE OF COIL MINIMUM. F9 REFRIGERANT PIPING DETAIL AT CRU F13 OUTSIDE AND EXHAUST AIR AND VENT DETAIL NTS NTS ANCHOR TO 6' CONCRETE SLAB LITH - 1/2" DIA. ANCHOR B01SO ! 1' FIBERGLASS SS ISOLALA TORS �l PERMIT AND ©ID SET 3-29-98 No. REVISIONS/SUBMISSIONS Date UP TO ROOF CAP Pllo�CARRILLO ACC CONNECTION SIZES 24x24 OSA DUCT - t ARCHITECTURALGIROUPINC SPRINT i) RL-(2) 1 1/8` 00. BIRDSCREEN CURB TIES RS-(2) 1 3/8` oD. FLESHING PENTHOUSE LOUVER. 20x20 WITH FILTER SPECTRUM COUNTERFLASHING— SEE FLOOR PLAN FOR RACK ' CIRCUIT 1- 7/8` OD - RL `\ 2X8 //�/ SIZE. (TYP 2) 1/A' oo - HI CANT STRIP 1 , tM H tm Ave CIRCUIT 2— ,1/8 RL G - ,- I o twor SWIG toi iL 1 VERIFY REFRIGERANT I LINE SIZES ; { : � ,F,v" Carrillo ,y 92,-03" PORTLAND IN - 080 SET AT 400 CFM EA SIDE Au O1°tt FAx •tt•Alf� SWITCH CENTER ROOF DECK ( , WITH POMONAAIR PRIOR TO I t -~ I yr tactfrrcr, un(n(o Lar*cnfa�E oanw ncoaoDR�reo *YFI*v arSTPFFS ITS COIYON(AW CUPY"I W4 OTNFA PFOP"TY R104T',F TIM CONSTRUCTION. �`�- i i PLANS.IDEes ANO oEsx„c wtncN ARE NOT TO eE nEMY]DUt O.cNANOEo at BACKDRAFT DAMPER 1 1 --' ; 1 1 20x20 DUCT DOPFO R eln FOO V NNWHI MIut96y11 NOR wt rWY ID IF S;oNFi r0 ANY TIMED PARTY MrNOUT FIAST()OTAFNNU TIF EXPW;S WRITTEN 1 1 1 1 Pu SED;IDN E co TI(f FRGK4)N THE DRGMIFD h NOT F1NAi (N,ir+9f 10831 CASCADE BLVD. I t 1 1'- E I USED FON f.ON9140C7K)N oW tF SiONFD gY il([ .Nb,n ECT 1 S.W.tl 1� SEI: FLOOR PLAN FOR SIZE , 1 � - I 1 „ PROJECT NO.: 96-106 MECHANICAL� LOUVER TO BE SIZED AT 650 FPM MAX, AND 0.05` STATIC PRESSURE DROP ;-161 DETAILS ACROSS LOUVER ASSEMBLY. 20x20 DUCT INT RFACF FXAFFRM; tar CarsuHog Ing neers 1/2`x1/2 GALVANIZED 0 r4-ft 13RIA14 KANNADY SCREEN OVER EACH mal ONOw1 END 9,EO PROP BK 951 26.1 4 �G INE. s, Cl adod GD Frl1 No. U 106GM50'I M1IMwrd /f'�Y10 lM1. to Al REFRIGERANT PIPING DEATAIL AT CONDENSING UNIT (CU) w „ORE pCp A9 PENTHOUSE LOUVER A13 OUTISDE AIR DUCT WITH FILTER °° G�r ,a,% �• M501 `. NTS - — ----- _ RACK ti,�o N m PFS 3-29-96 ` NTS N I > ---- --�--�— NTS EXPIRES 12-31-98 NONE Of W i 1 Fw10 12 13 14 15 - Caerede Blvd,10799 7 --- a BUP 96-0172,BUP 96 0298 1 h 1 / F=O li (Fire)MEC 98-0087 36 D141 I If this notice appears clearer Ih:u1 the uoc►unenl, the docuntenl is of marginal qua';ty. j- . � 1 �lLlll�l}{ 1��11�' IlII11��F{II IIIII�I`II;L► IIIIIJI�4 1' � �►r14 Iiillinl1lm l 1 110 14t 1, 111Rf 1111111130 x 1n1dn11)Hil1n1 _`j Am= ,,. .. ,.,..: ,. :,. -_'�A,N1":�i1r �.d'1.LYRdr.--Y�.':f.f-5..✓..t �E�.. ma=y„ ' ° tif� •-:— � .aifn�l19�'ilEll¢lar:'J1'aW4iY. - I.....,.,.YWGu _ .. T.. Tpum 1 2 .3 I 4- 5 6 I I 8 1 4 1 7 i 1z GENERAI... NOTES MATERIAL KEYING LEGEND — ----- --- NOTES THIS SHEET -- 1 PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN ACCORDANCE NTH e „ ANICAL CONTRACTOR SHALL COOPOINATE ALL WORK WITH THE NEW 16 PROVIDE FLOW CONTROL DEVICES ON LAVA AND SIN, 29 FURNISH AND INS(ALL ALL DIESEL PIPING FROM MAIN TANKS TO CA.Y O CONTRACTOR -1 SHALL - PATI AND PROVIDE ALL FUEL PIPING i APPLICABLE PLUMBING CODE REGULATIONS AND STANDARDS, FIkE SPRINKLER, HVAC, COMMUNICATION AND ELECTR,-'AL. SYSTEMS, TANKS AND GENERATOR ENGINES INCLUDING FILL, VENTS, ETC. CONNECTIONS 10 THE �,;.. PURCHASED GENERATOR, DAY TANK, AND AUTHORITIES HAVING JURISDICTION AND AS OTHERWISE RECOMMENDED SYSTEMS S&IALL NOT BE INSTALLED IN ANY LOCATION WHICH DOES 17 ALL FIXTURES SHALL BE FURNISHED NTH STOP VALVES. VALVES MAIN STORAGE TANK EQUIPMEN r IN ACCORDANCE WITH MANUFACTURERS OR DIRECTED BY MANUFACTURERS, NOT MAINTAIN THE MANUFACTURER'S AND CODE RECOMMENDED ACCESS MAY BE IN SUPPLY PIPES OR INTEGRAL WIGI SUPPLY FITTINGS. 30 FURNISH AND INSTALL GENERATOR EXHAUST PIPE AND CONNECT TO RECOMMENDATIONS. PROVIDE AND INSTALL ALL PINKS. VALVES AND WORKING SPACE OF EQUIPMENT. SILENCER. AND CONTROLS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM 2 SU6MIT FLANS AND OBTAIN SEPARATE PERMIT FOR FLAMMABLE 18 PLUMBING CONTRACTOR SHALL COORDINATE ALL PLUMBING LINE T LIQUIDS, TANKS, ZTC 9 THE CONTRACTOR SHALL COORDINATE THE EXACT SIZE AND LOCATION LOCATIONS WITH OTHER TRADES. INCLUDING BUT NOT EQUIPMENT NT THOSE COMPONENTS FURNISHED AND PROVIDE ALL SLEEVES, CORE DRILLS, AND/OR WALL OPENINGS 31 ROUGH-IN WATER AND CONDENSATE GRAIN FOR ALL FUTURE A PRE-PURCHASED EQUIPMENT PACKAGE. SEE P1-1 FOR EQUIPMENT. ADDI TION Al. INFORMATION. (� THROUGH NEW AND/OR EXISTING FLOOR AND WALL ASSEMBLIES FOR 19 REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF II4STALLATION OF THE NEW PIPING SYSTEMS AS INDICATED ON FIXTURES AND MOUNTING HEIGHTS, 2 SEE SHEET P101 FOR CONTINUATION. 3 COORDINATION INSTALLATION OF PIPING BELOW GRADE WITH DESIGN DRAWING. ALL WORK SHALL BE COORDINATED WITH THE O STRUCTJRAL COMPONENTS AND OTHER S-STEM INSTALLATIONS, STRUCTURAL ENGINEER'S RECOMMENDATIONS AND ACTUAL F,ELD 20 PLUMBING CONTRACTOR SHALL OBTAIN ALL NECESSARY ITE RMITS AND 4 E 3) INSTALL NEW t-1 - WATER METER IN VAULT APPROVED FOR VEHICLE COORDINATE INSTALLATION Of PIPINGFI /2 \J CONDITIONS. (NOT ALL LOCATIONS HAVE BEEN INDICATED ON PAY ALL COSTS INVOLVED. LOADING (HS-20) IN ACCORDANCE NTH STMAMBAL AUITHORITIES. , FIXTURES. cOUIPM:;NT, [TC. DRAWING.) HATH ARCHITECTURAL, STRUCTURAL. MECHANICAL. ELECTRICAL AND 21 INSULATE HOT WATER SUPPLY PIPE AND DRAIN UNE AT EACH O INSULATING DEVICE. (TRAP WRAP OR EQUAL) FOR LOCATIONS OF ALL PLUMBING FIXTURES AND EQUIPMENT. CONNECT NEW 2" DOMESTIC COLD WRIER SERVICE AND NEW FIRE FIkE PROTECTION SYSTEMS. REFER TO ARCHI(ECTURAL DRAWINGS 10 SHUT-OFF VALVES TO BE INSTALLED IN ALL WATER AND GAS PIPING HANDICAP LAVATORY AND SINK NTH FIRE RESISTANT MOLDED FOAM AT LOCATIONS SHOWN, AND WHERE NEEDED TO PROVIDE ADEOUATrPROTECTION SERVICE O EXISTING WATERLINE IN i COCONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL All ROUGH- ZONING FOR SF,RVICING PIPING ANC EQUIPMENT. PROVICE ACCESS ACCORDANCE NIMH STTO EXIS OF LOCAL AUTHORITIES. INS AND FIXTURES AS INDICATEC ON ANY AND ALL CONTRACT PANELS IF CEILING AND STRUCTURAL CONDITIONS DO NOT ALLOW 22 ALL PIPE PENETRATIONS THROUGH ROOF SHALL BE FLASHED SIMILAR VERIFY EXACT SIZE, DEPTH AND LOCATION OF EXISTING WATERLINE AS WELL AS OTHEF, j DOCUMENTS, INCLUDING ARCHITECTURAL DRAWINGS. NORMAL ACCESS. COORDINATE EXACT TYPE AND LOCATION AND TO VTRS. EXISTING UTILITIES PRIOR TO CONNECTION AND/OR INSTALLATION' OF OUT NEW PIPING, METHOD OF ACCESS ASSEMBLY WITH OWNER AND ARCHITECT PRIOR TO IN ('R OUTSIDE THE BUILDING. PROVIDE CLEANOUTS FOR SANITARY WASTE AND STORM DRAINAGE ROUGH-IN AND VALVE INSTALLATION. 23 COORDINATE ALL TRENCHING KITH GENERAL CONTRACTOR, SYSTEMS WHERE SHOWN AND AS OTHERWISE REQUIRED BY CODE O 11 CONTRACTOR TO INSTALL ALL WASTE, VENT, AND WRIER PIPINGIN 24 ALL WORK SHALL BE DESIGNED AND INSTALLED FOR SEISMIC ZONE IN INSTALL NEW SERVICE VAULT IN ACCORDANCE WITH STANDARS OF LOCA- ,AUTHORITIES LT TO INCLUDE SUMP PUMP PIED TO 20 TRAFFIC RATING, HS- 1 8 THE CONDITIONS SHOWM ON THE PLANS ARE BASED ON THE BEST ACCORDANCE WITH THE STANDARDS OF LOCAL AUTHORITIES AND UPS WHICH PROJECT IS LOCATED IN .ACCORDANCE WITH LOCAL BUILDING CODE. FIRE VAULT SPRINKLER SERVICE BACKFLOW PREVEHS- AND 1-I/2' DOMESTIC INFORMATION AVAILABLE BUT ARE SUBJECT TO VERIFICATION. THE REQUIREMENTS. CONTRACTOR SHALL VERIFY EXACT SIZE, LOCATION, AND ELEVATIONS 25 INSTALL GENERATOR SILENCERS AND INSULATION BLANKETS WATER METER. OF ALL NEW PROPOSED SYSTEMS WITH THE NEW AND EXISTING 12 LOCATE ALL VTR A MINIMU6 10 FEET FROM OUTSIDE 4IR O!"ENING FURNISHED BY GENERATOR SUPPLIER. CONNECT TO ENGINE. 6 EXACT SIZE OF NEW SPRINKLER SERVICE SHALL BE DETERMINED ARCHITECTURAL AND STRUCTURAL CONDITIONS PRIOR TO FABRICATION AND OPERABLE WINDOWS. AND INSTALLATION. THE CONTRACTOR SHALL BE. RESPONSIBLE FOR 26 INSTALL GLYCOL SOLUTIGN IN ENGINE RADIATORS TO PROTECT TO 10 BY FIRE PROTECTIQN CONTRACTOR BASED GN FLOW DATA DN v CORRECTING ANY DEFICIENCIES CAUSED BY FAILURE TO PERFORM 13 PROVIDE FIRE BARRIER CAULKING FOR ALL PIPING PASTAG THROUGH DEGREES BELOW COLDEST ANTICIPATED TEMPERATURE OF -20 F. HYDRAULIC CALCULATIONS (MINIMUM 4-INCHES). SUCH VERIFICATIONS. ANY DISCREPANCIES FROM THE PLANS SHALT_ AREA SEPARATION WALLS, SKAFT ENCLOSURES A4D RATED FLOOR WALL ^� BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. ANI' A,EILING ASSEMBLIES. PROVIDE ACCESS AS REQIyIRED DY CODE 27 INSTALL 3/4 INCH HB IN GENERATOR ROOM BETWEEN GENERATORS. 7 THE CONTRACTOR SHALL COORDINATE AND PROVIDE ALL CERIN(' AN.) AS APPROVED BY ARCHITECT AND OWNER_ PROTECT FROM FREEZE-UP WITH HEAT TRACE AND INSULATE, ACCESS OPENINGS AND/OR ACCESS PANELS IN ACCORDANCE iMTH THE 14 -'HE CONTRACTOR SHALL PROVIDE AND INSTALL AUTOMATIC TRAP 28 INSTALL DIESEL TANKS AND DAY TANKS.'FURNISHED WITH 3EOUIREMENTS OF THE CODE, EQUIPMENT WANUFACTUREI`S AND LOCAL )RIMING DEVICES FOR FLOOR DRAINS IN ACCORDAIro;E WITH GENERATOR BY GENERATOR SUPPLIER./ AUTHORITIES. THIS INCLUDES BUT NOT LIMITED TO ACCESS TO STANDARDS M LOCAL AUTHORITIES. VALVES AND CONTROL COMPONENTS. ALL LOCATIONS SHALL BE APPROVED BY OWNER AND/OR ARr,.HITECT PRIOR TO ROUGH-IN. 15 ILL FIXTURES WHITE UNLESS OTHERWISE NOTED. / V EXIST 1-1 " WATER METER i EXIST SPRII.IKLER VAULT EXIST ELECT VAULT EXIST PDC GTE VAULT ALL EXISTING SITE AND /UTILITY INFORMATION K ® Ex Ca SHOWN IS APPROXIMATE AND SHALL BE r -T- - -- ----- -- - - - -r FIELD VERIFIED BY THE CONTRACTOR PRIOR ELECT VAULT—1--l", /� TO COMMENCING WORK OR SUBMITTING BID. i C/NEW TRAFFlC APPROVED � VAULT CONTAINING FIRE - - -._- --- ---_ SERVICE BACKFLOW ---�h -- - PREVENILB AND EA TER,- ------- C- --SAN-- NEW -SAN---NEW 2" DOMESTIC WATER SERVICE EXIST 6" FIRE EXIST 1_12• WATER METER \ • I I I- ] I 1 I I A'ANDONED LOCATION OF 2 PREVIOUSLY INSTALLED GAS 2 METER (f10T REQUIRED) I EXISTING GAS METER • F ABOVE GROUND TANK° r------ ----- --- -------- fIr 1 2 GALLON ABO PIPING AND SYMBOL LEGEND O Al Al --- --- GROUND DIESEL SQ@A GE I�501 P502 TANK_ SEE P101 AREA FOR DIESEL FUEL OIL RETURN O --POJ- DIESEL FUEL OIL SUPPLY WORK SD STORM DRAIN PIPING ABOVE GRADE OD OVERFLOW PIPING ABOVE GRADE CD CONDENSATE DRAIN WASTE AND/OR STORM PIPING ABOVE GRADE - - E WASTE' PIPING BELOW GRADE - - ------------ ---- VENT PIPING - COLD WATER PIPING PERMIT AND BID SET 3-29-96 No. REVISION IS/SUBMISSIONS - Date HOT WATER PIPING per, CARRILLO ARCHITECTURAL GROUPING THn - TEMPERED MOT WATER PIPING AR_ SPRINT D - - — HJT WAFER RETURN PIPING --� '�� "- - ---- I SPECTRUM IW -G -------— - NATURAL GAS PIPING -- -?E- - -F-- - — - EXISTING PIPING TO BE PFMOVEO BELOW GRADE PIPING I Eu,TA1AT9 A.. '�" '�_ PORTLAND s.�xnrEAEe, 0!A 115 !! A- Cit.c.TTTb '*, $l=0550 SWITCH CENTER - - EXISTING PIPING ---------_----- --- �_�__�.�_._ C IM ARCHTFCT CARRILLO ARCHITECTURAL GROUP NCON'ORATEO,4N"Y —_._—__ ___ — FSEAYES H5 COW"IAN GOPYglfjll Np OT,ER PRI u pl�l,N Ilr•9E PIANS,IDEAS AND DEWM WMOH ARE NOT i0 BE REPROOUCEo.,.HANGED OR ��o--,' CLEAN OUT • FLOOR DRAIN I WINED N ANY FORM OR MANNER'MIA150EYER,NOR ARE-kr To If A"(W to ANI THIRD PARTY MIIftT FIRST OBTAINING THE EMPRESS WFAITI:N PER1155 '"M FTHE ARCHITECT THE ORAWMG 15 NOT FINAL OR t0 BE Y= I--- WALL CLEAN OUT ES 0 FLOOR SINK j USED FOR CONSTRUCTION uNTA SIGNED BY T/AE ARCHIT•cT 10831 S.W. CASCADE BLVD. 4t--- HOSE 6188 CY0 REGULATOR � p TRb 1L',.$ o VENT THRU ROOF NEW CONNECTION TO EXISII'aG UTILITIES PRo,1ECT NO.: q6-106 i •161 Tw�.Ma.;D.jmPF21 SITE PLAN- D4 3ALL OR GATE VALVE BACKFLOW PREVENTER INTERFACE ENGINEERING INC PLUMBING O EXISTING ELEMENT Consulting fngineers N 5M Milt-ON 8013 MAITF.SON D..,M — - - pmj" mm _ -- --------- ---- PRCFRTB 95126. 14 E. Nf E Qss'� Chftkod CAL. FM MO. 1 n I 80 RMM 105GP 100ftvioww n Al SITE PLAN — PLUMBING — 0 ,• 20. „ORE RMM am*" "0` O G�r Dowla, 1':20'-0' ��0 C. PFFD 3-29-98 P100 EXPIR S 12-31-96 0'_0" OI I �� fi J c , I Cascade Blvd,10799 ' 1 1i I .; 14 I 15 16 l i 13UP 96.0172,©UP 96-0298 (Fire)MEC 96-0067 37f)141 If (Ili% police appears cleal-cr thiol (Ile document, (Ile document is of marginal qu;il;ty. CDTt ll� m�Mirlii�t 1m�m nl1�►�uteri t��I�tn minu nillnii 1Nil��n r ' 1 ..a�o1��NWin - -. 1dF _,�._v..•-,ri>,�xnihrL...;,..,.., ,. . �� ' j n �) 1 l) 1 1 12 1 3 14 �rsA�l ►� MATERIAL KEYING LEGEND NOTES THIS SHEET 1 ROUTE 1/2 INCH COLD WATER SUPPLY DOWN ALONG WALL FOP .ONNECT (C t;.�+ �D� Q.� (E� O To SWATCH ROOM AIR CONDITIONING UNIT. (CRU) INSTALL BALL VALVE FLEX18LL STAINLESS STEEL CONNECTION AND UNION. VERIFY EXACT ROUGH-iN AND CONNECTION REQUIRMENTS NTH EQUIPMENT SUPPLIER PRIOR TO INSLALLAi L�� I 02 ROI11E CONDENSATE DRAIN UNE UP ALONG WALL FROM PUMP CONNECTION , ON SYMECH ROOM AIR CONDITIONING UNIT. VERIFY EXACT ROUGH-IN AND CONNECTION REQUIREMENTS NTH EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. PROVIDE DWV FITTINGS ON CONDENSATE PIPING AND j 19 CONNECT INDIVIDUAL BRANCH LINES ABOVE CENTER UNE OF HORIZONTAL 19 COLLECTION LINE AS WELL AS SLOPE AT MINIMUM 2 PERCENT TO DISCHARGE LOCATION, U3 INSTALL W,*,TER ANO/OR CONDENSATE DRAiN PIPING ALONG WALL CN �� I UNISTRUT MOUNTING HARDWARE AS HIGH AS POSSIBLE AND BEHIND AIR --- - -- CONDITIONING UNIT DUCTWORK. ABANDONE AND REMOVE ALL EXISTING PLUMBING FIXNRES. CAP WASTE PIFING . ` � BELOW FLOOR SLAB AND/OR REMOVE AS REQUIRED TO ACCOMODATE NC.. I / f, 35 - ---3 - - 3 -- - EXIS OW PR RE 1RISER AMD NEW GENERATOR FLOOR AAS. w T'�}lONE I _ , T EVE TER ASSEMBLY 0 REMAIN IN SERVICE. CLOSET 2 /- �5 ROUTE h CAP WATER DOWN IN WALL FOR CONNECTION TO EWCY. M CAP 1/2' COLD WATER AND CONDENSATE DRAIN SAME- SIZE AS UNIT CONNECTION FOP FUTURE CONNECTION. I A _ 16 0 , 1I� _ 2• 4 ___ U ALL EXISTING WATER PIPING TO BE ABANDONED AND REMOVED WHICH PRESENTLY CW RISER 6 3/4t. SS 1 3' I - + - SERVES EXISTING FIXTURES. 1Q21 3 4• r T 3• 8 �8 EXTEND VENT PIPING UP THROUGH ROOF AND INSTALL APPROVED FLASHING HP-4 ( it _L___-- TR ASSEMBLY. VERIFY EXACT LOCATION WITH NEW AND/OR ON R _-_ _- _�� Z) EXISTING STRUCTURAL CONDITIONS AND OUTSIDE AIR INTAKE OPENINGS. 30 X ' 2 3/4" `-; ; 1 ® ROUTE 1-INCH COLD WATER DOWN ALONG WALL AND INSTALL REDUCED 1 - PRESSURE TYPE BACKFLOW PREVENTER (BP-1 AT A MAXIMUM 5-FEET i (2 ) ---- �•--� _- _z_-� T� I� �- ABOVE FINISH FLOOR. ROUTE INDIRECT DISCHARGE TO FS-1, 10 ROUTE 2-INCH CONDENSATE DRAIN PIPING DOWN ALONG WALL FOR _ I INDIRECT DISCHARGE INTO FS-1. �� - �- 3/ -34- HP-3 -- _ HP-2 3 4. - _ -- / -- ---- ROUTE 3/4 INCH COLD WATER SUPPLY DOWN IN WALL ON WARM SIDE OF _ 1 I /`. - _ BUILDING INSULATION FOR CONFECTION FOR CONNECTION TO HOSE 8188 n ISORT/ P1- ___ _- -- 17 (HB-1) LOCAT :D AT PLUS 18-fNCHES FINISH GRADE. .3/4' 12 CONTRACTOR TO COORDINATE CHANGE IN GAS SYSTEM WITH LOCAL 1 !5 ON ROOF I _ C7 �- -, �,I CEILING) 20 P501 3/4• ; I .4• SERVING UTILITY COMPANY, L---_� I I FL;TURE DIESEL '" -' ILL I CONTR& I ! _ NCS I 13 ROUTE i' DIESEL FUEL OIL SUPPLY AND RETURN PIPING THROUGH WALL AND STORAGE TANK /� EXIST. . LOCATi p yo 34 Hp-1 ,}-E DOWN ALONG WALL TO +12 AFF AND CAP FOR FUTUkE CONNECTION TO APPREXIST. SANITAR , -f----- TLD FUTURE GENERATOR SET. L - - SEWER LINE. (Flop �_ _ --- -- -- ON ROOF 1 `3 - • i VERIFY TYWC r -- - --`-- -- -- t4 ROUTE TO SITE UTILITY DRAWING AS PREPARED BY CIVIL ENGINEER FOR - % ; !'� n HP-6 4 2` I ! CONTINUATION. 47.L\r- • __ _ _ 0 000, _ •--_= "- - - 15 ROUTE 1-112 INCH COLD WATER AND 1/2 INCH HOT WATER SUPPLY DOWN --*- -- — ---_ - _ - -- _._ IN WALL ANC PROVIDE HEADER FOR CONNECTION TO RESTROOM FIXTURES. .� ; FUTURE (� - 10 C 6 PROVIDE SHUT-OFF VALVE AND SHOCK ARRESTOR HATH ACCESS. • II.iEL ``J t6 ROUTE 1/2 INCH HOT AND COLD WATER SUPPLY DOWN IN WALL, AS WELL 2" VENT 23 )I 0 AS ROUCH-IN WASTE PIPING FOR CONNECTION SINK (S-1) WITH GARBAGE 0•6 DISPOSAL (GD-1), K SPILL CONTAINMENT 2 "! 17 CONNECT NEW SANITARY SEWER TO EXISTING WASTE PiPING iN ----- ( RJ►IN) LL 6 I 1• ACCORDANCE NrA STANDARDS OF LOCAL AUTHORITIES. VERIFY EXACT MANHOLE FILL DEVICE 32 I 2• }-f1 g ' i }Ip_7 SIZE, DEPTH, MATERIAL, LOCATION AND CONDITION OF EXISTING WASTE PIPING AT THE POINT OF PROPOSED CONNECTION PRIOR To 4 -- 1 ' - I tf INSTALLATION OF ANY NEW PIPING. THF %NTRACTOR IS RESPONSIBLE • T -aFi RC1t7F--` `�__ _ - NEW 2000 GALLON __ L FOR ADDITIONAL SLAB CUT AND PIPING AS REQUIRED FOR CONNECTION ABOVE GROUND DIESEL Al Ai ' I TO EXISTING SYSTEM WHICH IS DETERMINED TO BE DIFFERENT THAN THE STORAGE TANK P501 P502 FUEL --• I I ----, COND17ION SHOWN ON THIS ORAWANG. ROUTE 3/4 INCH COLD WATER DOWN iN WALL AND INSTALL HOSE 8188 i 1- (H8-2) MOUNTED BETWEEN CENERATORS AT APPROXIMATELY 24 INCHES ABOVE FINISH FLOOR, INSTALL HEAT TAPE (120 VOLT/SINGLE PHASE) TO PREVENT FREEZING. REFER TO SITE PLAN, SHEET P10O TO CONTINUATION, 20 INSTALL ELECTRIC WATER HEATER IN ACCORDANCE WITH ALL �ROOM Room WffC�-t HVAC t/ MANUFACTURER'S RECOMMCNDATIONS, AS WELL AS STATE AND LOCAL Mi ENERGY AND BUILDING CODE REQUIREMENTS. INSTALL ON PLATFORM LOCATION - - 5 - --�- -_ _ - � I ABOVE CORRIDOR CEILING AND ACCESS FROM PERMANENT LADDER. 21 CONNECT NEW 'NATER PIPING TO EXISTING SYSTEM IN ACCORDANCE NTH STANDARDS OF LOCAL AUTHORITIES. VERIFY EXACT SIZE AND LOCATION - - - I-------,- �, __ _._..__ I - _ 2 ' _ l OF EXISTING PiPING PRIOR To INSTALLATION OF NEW SYSTEM AND I.{ ADJUST ROUTING FOR CONNECTION AS REQUIRED. -_ U (TYPICAL) 2� ROUTE 1-1/4 INCH COLD WATER SUPPLY DOWN ALONG WALL FOR a I 1/2- CONNECTION TO EMERGENCY SHOWER AND EYE WASH ASSEMBLY (ESH/EEW), NO DRAIN CONNECTION REQUIRED. I? N i - N11 2� INSTALL TANK VENT AS SUPPLIED FROM EQUIPMENT MANUFACTURER AND IN ACCORDANCE WITH STANDARDS OF LOCAL AUTHORITIES. J 2 t 24 ROUTE 1/2- HOT AND COLD WATER DOWN IN WALL FOR CONNECTION TO S-1 AND SH-1 AS REQUIRED. ; - - --- _ - - W `---� �2" VTR (, 3/4' II ©5 INSTALL DIESEL FUEL SUPPLY AND RETURN PIPING ALONG WALL ON UNiSTRUT MOUNTiNG CHANNEL HARDWARE AS HIGH AS POSSIBLE. - 32 DAY TANK ASSEMI" Y@501 1- - r_ _. 32 ':!LENCER CO. I f_ HP- 34 26 ALL 1• FUEL OIL PIPING SHALL BE WELDED AT ALL JOINTS AND ELBOWS, ON R NO THREADED FITTINGS WILL BE ALLOWED EXCEPT AT VALVE AND EQUIPMENT __-FE.] _ ALL EXTERIOR PIPING SHALL 8E PRiME COATED AND PAINTED CONNECTIONS WITH RUST ;,ESISTANT PAINT. COLOR AS SELECTED BY ARCHITECT. f 27 \_3/4- 2© SLEEVE NEW FUEL PIPING THROUGH EYTERIOR WALL AND PROVIDE ESCUTCHEON AND WATER TiGHT SEAL a 30 F , ©8 ROUTE NEW 1/2" HOT WATER AND SUPPLY DOWN FOR CONNEDTiON TO EXISTING �\- r Al GI i EMEa:FNf HEATER SERVING LAVATORY FIXTURES. 4 _ (¢2 PSpt PSOt GENERATOR CAP 1• FUEL OIL SUPPLY AND RETURN PIPING ALONG WALL FOR FUTURE -- - -- LL, 7 - - - -- -- -- -- -- -- --- -- _ - --�__-,- CONNECTION TO FUTURE STORAGE TANK. SOUND TRAP ORATOR IID DANCE WITH 1 GE 30 MANUFACTURERSTALL VENT SERVING DAY TANK UP RECOMMENDATIONS AND SAME E SGH FAS UNITIN �CON CONNECTION. E 2 �]] r -,,Y, 31 ROUTE 3/4- HOT AND COLD WATER DOWN iN WALL FOR CONNECTION TO G11 NEW SERVICE SINK FIXTURE (SS-1). '--' 3@ CONTRACTOR SHALL COORDINATE AND PROVIDE ALL FUEL PIPING (: P501 ,r=_ �• F , ; - CONNECTIONS TO THE PRE-PURCHASED GENERATOR, DAY TANK AND MAIN ------------------ PIPING -- -------' —— ABOVE GROUND STORAGE TANK EQUIPMENT IN ACCORDANCE WITH MANUFACTU'QER o0-y - RECOMMENDATIONS. PROVIDE AND INSTALL ALL PIPING, VALVES AND PERMIT AND BID SET 3-29-96 „ , INSTALL INSULATING COVER ��;�; ---,' �---____-_- ---� FU IR MERC�FyCY��TOR L314-1 I I CONTROLS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM, No. REVISIONS/SUBMISSIONS - Date OVER FUTURE DISCHARGE OPENING ;1� ;; h__________________ INCLUDING BUT NOT LIMITED TO THOSE COMPONENTS FURNISHED IN I -- --- ---�/ 1- HP-8 34 PREPURCHASE EQUIPMENT PACKAGE AS WELL AS EXHAUST PIPING AND SILENCER. ProJ�Ok CARRILLO T SEE A1/P5OI AND Al/P502 FOR ADDITIONAL INFORMATION. __ -__ _ _, _ ._� ON ROOF O O 33 ROUTE 1/2- COLD WATER DOWN FOR CONNECTION TO ICE MAKER 1 8 } T -'- L____-.-_---- REFRIGERATOR. INSTALL APPROVED RECESSED SHUT-OFF BOX. ARCHITECTURALGROUP INC FUTURE ;OUND TRAP - 35 EX DS 34 INSTALL CONDENSATE TRAP SERVING ALL NEW SPECTPI �� f3 30 ( CAP BELOW ROOF ) - --- - 35 EX DS FIJILRE DAY TANK MAN FA TUR RSUR COMMENDATIONSAAND DETAIL G1/P501. p ROUTE CONDENSATE ACROSS ROOF FOR TERMINATION AT SCUPPER DOWNSPOUT ASSEMBLIES IN ACCORDANCE WITH STANDARDS OF LOCAL AUTHORITIES. SLOPE HORIZONTAL PIPING AT MINIMUM IX TO DISCHARGE LOCATION, ��►w..A» 9A 201 yw�_�{.,.�,�. 35 EXtSTiNC ROOF DOWNSPOUT AND SCOOPED ASSEMBLIES TO REMAIN IN 1 VII1t�+,J/1t QA 1f7U! SERVICE. COORDINATE NEW ROOFING WORK AND REPLACE ALL SHEET J. SE.NEIN orr.e ow 922.03" METAL COMPONENTS AS REQUIRED AIX cs.222 11x u2.45M WTCH J r'1'CQ r, +If ARCNrECT, CAPPILLO APC47CIURAI GROUP EICOPPP,ATED.IIL3EDr ��LLI11I�� ZERYES ITS CUMMON IAW',UPY401 NO OTHER PROPERTY aWY;';N TIE6• 38 ROUTE NEW 2" DOMESTIC COLD WATER RISER UP FROM BELOW GRADE AND PIANS,WAS AND DESJONG*W-4 ARE Not 10 DE RFYRWXXD f,IUM,FD OR INSTALL REDUCED PRESSURE BACKFLOW PREVENTOR AS WELL AS BUILDING Tn ANN ANY GPM OR WANNER FIFISI(VAT NON ARE r Er r0 RFA tUm iD ANY iHgD PARTY WIr1/0Ui FIRST ODIANNNO THE FXPRF^.S WPNTTFN SHUT-OFF AND DRAIN VALVE, PEPUSSION FROM THE ARCHITECT 'ITE DRAWING 15 NGT rn,AL rpt ro DE �A U.SFD FOR CONSrRUC(+ON UNTIE SIGNED Dr I,E AI I[HI+FC..T m'A, w. CAwAm sup. �R � Tilts V PROJECT NO.: 96-106 I j -- mwfflaw� a,��N Nm FLOOR PLAN - INTERFACE ENCINEFRiNf, INT PLUMBING I� Consulting Engineers N ,05 Oe* ROR MATTF911N �.� Oram -- 4�¢EO PROP RTB � 95126.14 v �NGINE .t` _ Fq � RC Mh� � � ft 106GP 101 6. A l FLOOR PLAN — PLUMBING o r „GOREGO o R"'Md °r4"''p N0• o rry a- 1�8•=I -0' - -- - _- _ 1/b':i'-0' CDC P5 3-29-96 P101 I' EXPIR 12-31- 6 �� 0f n I �INf,I1N1..� N�wr 1 1 -0• 1UPCascade6Blvd, 10799 FJ j BLIP 98-0172,BLIP 9fi-029N i 1 q-j (Flm)MEC 96-0087 38 of 41 r i If this police appeaus clearer Ih;ul the i ocumenl, the document is of marginal quality. I CD r � i �, , i i i i i � ! ililllE 11i�� !I!�Ili R � ti ►. I � �� fi]�If ; �I�#� I�. �,I r�nni� t!hm 1n11u�1 ; 1111 ILII lMlnrl(IIIillli IAfhllr II1111111lIIIfIII11111tIIIIH(111 � 's t '4 1 OOF Y -',- '.--------WNL ..... u. ._.:,. � - .. _..-,. —1�.�WWJI.,Y.YW�IDYE,4�11tiLfiSili.'�"3.a..iai+-'!>_siq�t.t.:e:iYu.ur.ii.f.L.i....vu w L,..._ ........ ..... ._,... ...... .. ......._. _._.._.. Sk.. 1 3 4 5 6 10 16 PLUMBING FIXTURE SCHEDULE MATERIAL KEYING LEGEND sym -_ OESCRPTION ~_ v. COMECTION SIZE cw I WC-I WALL HUNG WAIER CLOSET: AMERICAN STANDARD MODEL 2257.013, FLOOR MOIAJfEU, 3' 2' I ELONGATED BOWL-STRONG 1 .6 GAL. SIPHON JET FLUSH ACTION FITTINGS: SLOAN ROYAL FLUSH VALVE #III. BEMIS WHITE SEAT /1955--SS/C. PROVIDE WALL CLOSET CARRIER; MOUNT AT 18' AFF TO COMPLY WITH HANOI CAPPED CORE, L-I LAVATORY, HANDICAPPED: AMERICAN STANDAR$ /4889.020 1-1/2" 1-1/2- 1/2- 1/2- AND DELTA N0, 511-WF-HOF. INSULATE HW SUPPLY AND WASTE PIPING UNDER LAVATORY (TRAP WRAP OR EQUAL). 05 GPM MAXIMUM FLOW (SUPPORT FROM WALL) INSTALL SYMMONS #410-8 MIXING VALVE IN ACCESSIBLE LOCATION a FS-I FLOOR SINK: J.R. SMITH MODEL 3100-Y. 6' DEEP, 8' IE 8' TOP. VERIFY GRATE 3' I-1/2- REOUIRFMENTS. INSTALL 1/2 GRATE. OR '— — 4, - WH-i WATER HEATER: ELECTRIC: 40 GALLON STORAGE; 4.5 KW AT 208V/1 PHASE. — --- 3/4- 3/4- 18 GAL. PER HOUR RECOVERY RATE AT 100'F TEMP. RISE SEE DETAIL. G7/F501 STATE MODEL # PV-40-20RT-F HB-I HOrCE BIBB. EXTERIOR WALL: WOODFORD MODEL 885 WITH VACUUM BREAKER. AUTOMATIC3/4' DRAINING;. � -- HB-2 HOSE BIBB: WOODFORD MODEL 24 WITH VACUUM BREAKER. — 3/4' — BP-I BACKFLOW PREVENTER, SODA DISPENSER: — 1. WATTS REDUCED PRESSURE NO. 009OT-S — ESH/EEW EMERGENCY SHOWER AND EYEWASH WITH TRIANGULAR PULL ROD AND #9100 DUST COVER — 1--I/4- ASSEMBLY: SUPPORT FROM WALL (NO DRAIN). M HAWS /8300. SH-I HANDICAPPED SHOWER. FIBERSHEEN If 445OH-INS/R-L: FIB,RGLASS SHOWER STALL WITH 2' 1-1/2- I/2" 1/2" MOEN 8345 SINGLE HANDLE VALVE WITH 2-WAY DIVERTER, PRESSURE BALANCED WITH INTEGRAL CHECK STOPS AND ADJUSTABLE TEMP. LIMIT STOPS, MOEN 12894 (2.5 GPM) SHOWER HEAD, 52701 HAND HELD SHOWER HEAD COMPLETE W/69- SPIRAL HOSE, DROP ELL, VACUUM BREAKER, MODEL FS-35 FOLDING SEAT, #12 SOAP DISH, # C-3 GRAB BAR, 042 CURTAIN ROD, HOSZ, DROP ELL, VACUUM BREAKER, 24" SLIDE BAR AND ATTACHING HARDWARE, SET TEMP. LIMIT TO 110'F. EWC-I ELECTRIC WATER COOLER: HAWS j HWCAB I-I/4' I-I/4' I/2' 'OUNT TO MEET HANDICAP — I t REQUIREMENT, 120V I PHASE, 1/5 HP, P-TRAPS, SUPPLY AND STOP. S-t SINK; STAINLESS ELKAY 1 LR-1922 19'X22', 7-1/2" DEEP. 18 GAUGE, SINGLE 2' 1-1/2" 1/2' 1/2' COMPARTMENT SELF-RIMMING. FULLY UNDERCOATED, STAINLESS STEEL SINK. PUNCHED FOR ONE FAUCET HOLE, FURNISH: CHICAGO #50-E3, H & CW, RIGID GOOSENECK FAUCET, LK-35 STRAINER, P-TRAP, SUPPLIES AND STOPS. GO-1 GARBAGE DISPOSAL: 6< IN-SINK-#BADGER I GARBAGE DISPOSAL WITH ERATOR QUICK-LOCK MOUNTING CONNECT STAINLESS STEEL FLANGE AND POLYPROPYLENE STOPPER, 1/3HP, 115V, I PHASE. TO S-I SS.-I SERVICE SINN: FIAT PRE-CAST MOLDED STONE BASE MSB-3624 WITH DRAIN BODY AND 3' I-1/2' 3/4" 3/4- HOSE AND MOP BRACKET 1832-AA AND If 869-CC. FITTINGS: CHICAGO #897 FAUCET WITH VACUUM BREAKER AND 3/4' HOSE THREAD AND FIAT #1453-BB STRAINER. H8 PLUMBING FIXTURE SCHEDULE NTS H fa ` ( 4- VTR F•. J 2" 1 F 2" 2- ,�� ' t ' ' 2" -� 1-1/2' F ' ; 1 1 � , 1 , , 1 1 , WC-I , 1 1 1 1 � ISM` A � --- •_ , 3.— IIAL�1[ S-1W/GD-t EXIST, SANITARY 4- �� 2- t ` SEWER (FlELD VERIFY) 2' i 1 -- -- 1 ,/ PERMIt AND BID SET 3-29-96 2" No. REVISIONS/SUBMISSIONS Date `` 1 — CARRIL L 4- 4 / 0 L� CONNECT TO EXIST. ARCHITECTURALROUPINC SPRINT ' �' -3- SANITARY SEWER SPECTRUM INSTALL NEW FCO ; 1 2. 1 ' 4- i 1 , / 1-1/2 '� 1 1 , 1 V01140 � ' �� i lMIN tOt A� 2- �. PORTLAND _ A 01t '"'""" SWITCH CENTER ' ` AIA.Ontn t! RAK 1121-sl/� �., EWC-1 ' ' THE ARCHrrcr, ;,'ARRAFO W(WECTURAI GROUP WCORPORATEO,1C*fly 1 RESERYFS,T5 COWM tAW f.O y"I Alp OTHER PROPERTY PASNTS F I" 1 PIANS.OEAS AND OESIM MICR APE Not TO BE I[FRODUCED CIUN,IED Op PED ' COM Aly ro N OP V~WpAT90FYFq,NOR AXTIEY 10 MI'ASnIGNED ' TO ANY TIARD PARTY WITINNAT FIRST 06TAPANQ THE EXPRESS WRITTEN ' PERMISSION FROM THE ARCMTFCI THE ORAWIRO IS NOT FIRAI on lO OF s.4 10831 S.W. CASCADE BLVD, 1 USED FOq CONST R1ICTION uN1A. SIGNED BY THE AnCHn Fr,T ' � DroutNq Tllfr FS-1 E'ROJECT NO.: 96--106 TLa.W.. —1u"�`` �'� PLUMBING SCHEDULES 3- 1NfConsulting t ng f ngfACF inee sERfNG � & ISOMETRIC I� 507 7E 62!1 Rob Matteson ftd 0 PROF fs D�a11 '�1 9 512 6.14 ,� ANG I NEFp s� C?Ndratd CSO 17M NO. RM 106GP500^ T A8 WASTE & VENT RISER � 11�0 � DCP "° o Ci,a NT; _ - ti D. �Q Oda ��D C. pfd' 3-29-96 P500 3"bXPI 1 - 1-9 A NOTED of 4 " cescad,elvd,1x.799 S`� � h % I I a,.96- (Etre0172,BUP 960296 I 1 i' 1 1 1 1 `i 6 7 )MEC 96-0087 39 of 41 If this notice ltppca:s cicsucr thsttt 111e document, 14e document iS of mnr«initi quA!:ty, 30 x , il- . ItJ�� " �Itltt��t�tl� tlU►III►I�I,i !L!,!1! , _ � J_�L� Into+t nttlni� "Int tn�t►nuh�n ttnlm�nt�tni ul�lun to L 1 3 5 6 / 8 10 11 12 13 14 lb 1 ? ALL PLUMBING CONNECTIONS TO CRU EQUIPMENT 15 � SHALL BE DONE IN STRICT CONFORMANCE WITH PIPE CLAMP ONE SIZE INSULATION. EQUIPMENT MANUFACTURERS RECOMMENDATIONS. sucnaN LINE. MATERIAL KEYING LEGEND INSTALL MAIN COLO WATER AND — __ LARGER THAN INSULATION CONDENSATE DRAIN PIPING ALONG DIAMETER WALL ON UNISTi7' T MOUN^# , iANNEL. WALL STAINLESS STEEL /'�F'IPE CLAMP ONE SIZE 1/6' NEOPRENE FALSHING• FULLY BEDDED LARCOORDINATE EXACT LOCA%:k,4 .ATH -- - _1_ / F'IPE C THAN Z UNE. / HVAC, AND STRUCTURAL CONDITIONS. SLEE'& FULL PERIMETER / IN CONTACT CEMENT ON TRAP AND WALL - OF RIFE INSULATION. LIQUID UNE. c~ —`--- — -- — S E�EXAMIWORIIIATION CIURAL DRAMANGS FOR PROTECTION OF FOR ! INSULATION. DETROOFING SYSTEM GENERATOR SOUND TRAP I FID EXHAUST AIR FLOW ;: _ C kb y 11D LEADM SIDE SEN T PIPE BEN T �- 1/2" COLD WATER "! 1'-"MIN. / FADED ROOF JACK � FUS►+hIG , SUPPLY ------------------------------------------------ ON --------------------------------- - _ CONNECT T RAIN PUMP CONNECTION UNI-STRUT ------------ ON CRU CO �ENSATE UNIT ROOFING, CONT TO TGP 4" OF ROOT JACK nASNWO SECURE WI,H w f� CRU BALL VAL LAC BOLTS, !/2"XI/2 X16 GA COLLAR AROUND TRAP UNION � (TYPICAL) FLEXIBLE S LESS STEEL CON TION / BACKING RODS VENT PFE - --- -- ' (TYPICAL) - -- — - - - 1/4" CLEARANCE �-ROOF ASSEMBLY (TYPICAL) FASTEN 4x4 TO ZETHAFOAM OR SONOFOAM SECURE ANGLE TO WALL WITH MIN (16) ROOF AS RECAARED 1/4" J EXPINSION BOLTS EACH SIDE. 4x4 TREATED SEAL ALL AROUND BED FLANGE IN SEALANI BEFORE SUPPORTS4X4 WATERTIGHTSECURING TO WALL N1 SECTION — THROUGH HVAC ROOM N7 PLUMBING ' 8 NG VENT FLASHING N 11 TOP REFRIGERATION 1/4' = 1'-0- N 14 N1� _ $IYNFG SOUND TRAP WALL PENETRATION NTS NTS I� NOTE: A (B) STATE / ETC-2X TOTAL STATIC PRESSURE FOR THE ENTIRE GENERATOR _ M NOTE: EXPANSION TANK INTAKE AND EXHAUST ASSEMBLY TO BE NO GREATER ROOFTOP AC AND/OR HP UNIT THAN 0.50" W.G. EXHAUST ASSEMBLY TOTAL STATIC 1, TP.AP PIPING TO 8E SAME SIZE AS AC UNIT DRAIN. CHECK VALVE PRESSURE TO BE NO GREATER THAN 0.31` W.G. 2. DRAIN PIPING TO BE TYPE 'L' COPPER OR ALTERNATE INSTALL VENT UNION (TYPICAL) L MATERIAL APPROVED BY LOCAL CODES. COLD WATER ALL EXHAUST PIPE ABOVE TEMPERATURE AND HOT WATER FLEX CONNECTION TO BE SUPPORTED PRESSURE LEU L VALVE ALL EXPANSION DUE TO HEAT PENTHOUSE LOUVER— S" DISCHARGE FULL SIZE __-- TO SS-1.S,FE P101 3/4' TO BE UNIDIRECr.ONAL AWAY _-_ SEE P101 FOR CONTINUATION GATE VALVE (TYPICAL) FROM ENGINE. -` F.O. PIPING TO -- - -- E= FUTURE GENERATOR *ATM HEATER VVN_1 INSULATION SWAY BRACING (TYP.4) - -- � TRAP SEAL TO SEE SPFC'S. SILENCER 10" FLANGE BE STATI TOTAL 10"0 LACK IRON ENGINE HOSE BIBS DRAIN EXHAUST PIPE WITH LONG SWEEP ELBOWS - PRESSURE - DRAIN PAN - A11 PLUG TYPICAL FLAPPER VALVE _ MOUNT NM-1 ON PLATFORM N1v SEE DETAIL FOR CONNECn18 GA. REINFORCED ACCORDANCE MATH STT ON f ROOF CA BRACE P501 BETWEEN TRAP AND WALL PLENUM APPROX 8' ACCOANDARDS (TYPICAL) OF LOCAL AUTHORITIES. c _BY WIDTH OF ROOM.. - - a 9 ) PREMANUFACTURED GENERATOR 0 FILTERS 2 x 0 10"o FLEX _ --820 EXHAUST SOUND TRAP TO BE PROVIDED CONNEC. 8 20x2 FRAMES. BY GENERATOR SUPPLIER. - EXTERIOR OF TAP TO BEX/ BLANKE INSULATION STAINLESS STEEL AND WEATHERPROOF. / TRAP TO SILENCE GENERATOR / -ACCESS OOOR 4'-0" TO 50d8A AT 50'-0 8'X8' LOUVERI= LMP. CLEAR. ENGINE To WALL 1 SUPPORT SOUND GEN. TRAP WITH 60" I 4_01 CONCRETE PAD 00 1 PROVIDE 1/16" F.O. PIPING-3/4" W/NEOPRENE PAD dL BALL VALVES FILTER _ __ _ I BEYOND, — ------- --- L—--B _ OVER ENTIRE CONTACT AREA FLEXIBLE CONNECTION G1 HP—UNIT CONDENSATE TRAP G7 �'—" WATER HEATER DETAIL G 11 GENERATOR ROOM SECTION - (; NTS _ NTS 1/4" C, FUEL SUP ty 8PECIFlCATlONS� COMPLETE DIESEL FUEL STORAGE, SUPPLY, AND GENERATOR I. SUPPLY AND RETURN 1" PIPE. SYSTEM SHALL BE IN STRICT CONFORMANCE MATH LOCAL AUTHORITIES. 2. VENTS 2" MIN. OR PER MFR. SfZING, 10" SCHO. 10 PIPE F 3. FILL -HALL BE LOCKABLE - 3" MIN. 4. DAY TANK VENT PIPE SHOULD BE AT LEAST FIVE FEET VENT CAP MATH RAIN H000 HIGHER THAN OTHER PIPING IN SYSTEM. EXHAUST THIMBLE F TO BE CONSTRUCTED 5. VENT CAPS SHALL BE VANDAL PROOF. FROM TYPE 405 9Al(. VALVES AND 1" STAINLESS STEED LINES CAPPED FOR FUTURE GENERATOR 6. FURNISH SOLENOID VALVE, FOOT VALVE, REVERSE FLOW FLOAT SWITCH. FUEL STRAINERS, VENT CAPS & -WARWICK NEMA NEMA 3R TANK LEVEL REVERSE FLOW PUMP, - r AND LEAK DETECTION CONTROL VEN T CAP W/ INSECT7. CONTRACTOR SHALL INSTALL ALL COMPONENTS AS 1" FOIL FACED SCREEN ABOVE ROOF. REQUIRED FOR COMPLETE AND OPERABLE SYSTEM INSULATION PANEL I _ VENT LINE MINIMUM (SEE PROTOTYPE PRE-PURCFIASE SPECIFICATION) FLEXIBLE S' HIGHER THAN ANY 1 LOCKABLE FILL 2" VENT UNE CONNECrON OTHER PIPE " S ACE + II F 2" AIR GAP 1/2" STEEL FLAT BAR HANGER PERMIT AND BID SET CAP NTH ,PILL -FLANGE No. REVISIONS/SUBMISSIONS _ 3-29-98 CONTAINMENT � FOR ROUTE 1" DIESEL FUEL � DAY TANK � I Dote MANHOLE AND PIPING ALONG WALL . _ W/ MAIN TANK \\�� \ \\� r---- -- -- ON UNISTRUT CHANNEL, — -F - BLEED BACK VALVE REVERSE FLOW _ _ __ CARRIL L Q _� -FOS � ' MOUNTED AS RICH AS ---PUMP , / � ; ------------------ ----_, SPRINT - ' ARCHITECTURALC11171 PINS PQ551131E. 8'L T'YF�. OVERFLOW AND/OR RETURN I WE ; I" f SPECTRUM___ _______________ ALL SCHEDULE IBLACK XTERIOR WALL SOLENOID - STEEL DIESEL FUEE L PIPING T__— , ' ' SHALL BE WELDLU AT ALL VALVE MAIN DIESEL FUEL -- ._-_., --- - ----- ----- --- ' JOINTS ANu rfTiIP1GS EXCEPT CLAPPER O O INSULATION BLANKET STORq�' TANK o I VALVE FOR VALVES AND EQUIPMENT CONNECTIONS. FUEL —_ ENGINE FUELGENERATOR �N INE C FILTERS cyT Nmm Age ' (TO PREVENT LEAKAGE). Y ^ 3" OF 12001• >4�aA2ot FUEL TANK LEAK DETECTION PROBE I STRAINER INSULATION ON CA �, ' I AND ,,, �,,,� PORTLAND ' FILTER 3/4" RIBS WITH SOUND BAFFLES ' , -- ROUTE PIPING ABOVE TA %� o. 1122-fieeo FOOT VALVE IN � GRADE ON CONCRETE —�� METAL-JACKET.--._._-_---_----- i AIA Cit.222 RAX U2•4Ot$ SWITCH CENTER , BOTTOM OF TANK —- -- _�_� _,_�—. - --------- 7e �— rff ARcaTEcr, cAraTo waArterurAE cnav.+coRKeRArer,.��anr ROU r L FOUR 1" uESEFTI 5 ITS COWOM LAM CUP'mlOn A4D 0144 KlOK31TY ROTS 11 DIESF ,{ PIERS WITH CHANNUNISTREL PROVIDE REQUIRED ----- PLAID,IDEAS AND DESHM WW ARE NOT TO BE IEFIRDOUCEo,CWVQD.p I01 MOUNTING CHANNEL FUEL SUPPLY AND 1` ENGINE FUEL SUPPLY V DOPED n ANY ww OR IANWA*l ATSOEVM 40P AI,f TWY To ff A,"y�D RETURN LINES rY THICKNESS OF 12007 INSULATION To.AY TIM PARTY III FIRST MAP"TME EAPHESS*RIiFR J AND PIPE STRAPS. LINE FROM DAY TANK LEX. CONN. BV�� P SF)F�0MT �c TECT IL EtiAWNG IS IME AAIOR To E DOWN ALONG FACE OF TYP.) ON 3/4" RIBS WITH 10831 S.W. CASCADE BLVD. EXTERIOR WALL _ METAL JACKET TO CLO SE OFF BOTTOM SUEVE PROJECT NO.: 98-108 --�—, LINE F GINDAY TANKFUEL TURN aha'' °� PLUMBING INTfRlACf[1C/NffRINC /HC. DETAILS f ' i Consulting fnglneen I 5M "04 ROB MArFaON OUTSIDE 'INSIDE Std Drum 01 a Na BUILD'NG I BUILDING cOL�0 PROpE, 195126-14 I SNC I Ne 10%`, Ch�010�d CAD 110. _— w RM 106GP501 m Al FUEL LINE FLOW DIAGRAM - a, --NTS _-- --- A11 EXHAUST PIPE THIMBLE � °��9e �P p y Dft _ P501 YT _ N' D NTS ��p C p� 3-29-98 v U� ,I XPI 12-31-98 AS NOTED p( 1 1 1 1 2 CeSrede Blvd,10799 � 1 F:.!�4 BUN 98-0172,BI IP 96-0299 (FITR)MEC 96-0097 40.f41 If this 1,0fice appeals clearer (11:11, 111e documcnl, the document is of roarXinal ynaE;ty•j1�1 ' .., / ItI''�� '. I!`I J�I� .... .. ---- ---- ... ..� ..m mt ufr nnrn tittnn tll�n ratan ntilrnr�rllthnr r � 3 I -YIw, - . :., tip; A j . NOW-I ..,.,9E. i g g 10 11 12 13 14 15 16 1 / FUEL SYSTEM SPECIFICATIONS MATERIAL KEYING LEGEND 1 THE ENGINE FUEL SYSTEM SHALL MEET APPLICABLE FEDERAL AND C. ENGINE EXHAUST PIPE: S(>iEDULE 10 BLACK STEEL PIPE NTH 11. BAND AND BACKFILL MATERIAL. STATE EXHAUST EMISSION STANDARDS. THE FUEL SYSTi-A,A SHALL BE LONG RADIUS FITTINGS WITH ALL JOINTS BUTT WELDED, FOR N0. N0. 2 DIESEL. f` 'EA GRAVEL - STANDARD MATERIAL: STANDARD BED AND BACKFILL 2 THE ENGINE SHALL BE EQUIPPED N11Ti SOLENOIDS, LINES. AND D. FUEL VENT: SCHEDULE 40 GALVANIZED STEEL PIPE TWIN MATERIAL SHOULD BE A NATURALLY ROUNDED AGGREGATE, CLEAN SCREWED GALVANIZED 150 POUND MALLEABLE IRON FITTINGS. AND FREE FLOWING, WITH A PARTICLE SIZE NOT LESS THAN 1/8' AND NOT OTHER SUCH EQUIPMENT NECESSARY TO SUPPLY FUEL TU THE ENGINE. 3 FULL-FLOW OIL AND FUEL FILTERS SHALL BE PROVIDED AS 7 OUTSIDE BUILDING: MORE THAN 3/4 DIAMETER. A. FUEL OIL FILL, ABOVE GPADE SHAD BE SCHEDULE 40, BLACK B. STONE OR GRAVEL CRUSHING- ALTERNATE MATERIAL: STONE OR RECOMMENDED BY THE ENGINE MANUFACTURER AND MOUNTED IN AN - ACCESSIBLE LOCATION. STEEL PIPE AND 150 POUND BLACK MALLEABLE IRON, SCREWED GRAVEL CRUSHING NTH ANGULAR PARTICLE SIZE NOT LESS THEN 1MALLEABLENTHFITTINGS. AND NOT MORE THAN i/2' IN DIAMETER, WASHED AND FREE FLOWING, 4 FUEL OIL STORAGE AND DAYTANK: FURNISHED WMTI-I GENERATOR BY B. FUEL OIL SUPPLY AND RETURN PIPING BELOW GRADE OUTSIDE. MAY BE ACCEPTABLE. THIS MATERIAL MUST MEET ASTM C-33 GENERATOR SUPPLIER. SEE GENERATOR SPECIFICA'I JN. BUILDING SHALL BE FIBERGLASS DOUBLE CONTAINMENT PIPE PARAGRAPH 9.1 REQUIREMENTS FOR QUALITY AND SOUNDNESS AND IS CLASSIFIED AS ASLEEP-COMPACTING MATERIAL. A. THE DAY TANK SHALL AND FITTINGS. (U.L. LISTED REO THREAD II AS MANUFACTURED BY SMITH) SHALL BE DOUBLE-WALL CONSTRUCTION FOR CONTAINMENT OF C. FUEL OIL VENT• SAME AS FILL EXCEPT GALVANIZED P;FE AND C. SAND - ALTERNATE MATERIAL: SAND MUST BE CLEAN, WASHED, INERT, 150 PERCENT OF CAPACITY AND HAVE APPROVED LEAK FITTINGS_ WELL-GRADUATED AND HAVE THE FOLLOWING CHARACTERISTICS: DETECTION SYSTEMS. PROVIDE LOCAL VISUAL AND AUDIBLE D. ENGINE EXHAUST PIPE: SAME AS INSIDE BUILDING. I. ESS THAN 8 PERCENT BY WEIGHT PASSING THROUGH A /200 ALARM AND CONTACT'S FOR REMOTE ANNUNCIAl10N, E. FUEL OIL SUPPLY AND RETURN PIPING EXPOSED OUTSIDE SHALL BE SIEVE. B. THE DAY TANK SHALL INCORPORATE 120VAC SUCTION PUMP, SCHEDULE 40. BLACK STEEL PIPE. 2 1/8" DIAMETER OR LESS PARTICLE SIZE, t' FLOAT SMITCH, FUEL GAUGE, ANO HIGH AND LOW FUEL LEVEL ALL JOINTS SHALL BE WELDED EXCEPT AT VALVES AND 3. FREE OF ORGANIC MATERIAL, LOAM, TRASH, SNOW OR ICE. IN ALARM CONTACT. PROVIDE LOCAL VISUAL AND AUt,IBLE AND EQUIPMENT CONNECTIONS. A..L PIPING SHALL BE PRIMED FREEZING WEATHER THE SANG MUST BE KEPT DRY. CONTACTS FOR REMOTE ANNUNCIATION, THE DAY TANK SHALL AND PAINTED NTH RUSE RESISTANT PAINT. (COLOR AS REQUIRED 12. TRENCHING AND PIPE CHASES BE TRAMONT TRS SERIES' WITH SYSTEM 2000 PLUS' BY LOCAL AUTHORITIES). CONTROLS OR EQUAL, 8 FUEL OIL ACCESSORIES: FURNISH AND INSTALL THE FOLLOWING A. TRENCHING WIDTH SHALL BE SUFFICIENT TO MAINTAIN THE CLEARANCE C. MAIN FUEL TANK PROVIDE 2000 GALLON ABOVE GROUND FUEL ACCESSORIES: BETWEEN PIPES AND SIDE WALLS AS SHOWN ON THE MANUFACTURER'S TANK (NTH SECONOAPR VIDE CONTAINMENT AND ALARMS. TANK SHALL c DRAWINGS AND SPECIFICATIONS. IT SHALL BE OF A DEPTH SUFFICIENT BE 4-HOUR, FIRE-RATED UNLISTED. BULLET RESISTANT (PER A. FUEL .TRAINERS TO PROVIDE THE PROPER BED, COVER AND PITCH OF LINES. UFC REQUIREMENTS) SEISMIC ZONE ST RATED. PROVIDE B. BALL VALVES B. THE MINIMUM SPACING BETWEEN ADJACENT PIPE RUNS IS 4'. HOWEVER, N LEVEL ALAR CONTAINMENT FLOAT' 5711E ALARM, TANK LOW PIPE RUNS WALL NOT BE LAYERED. WHERE PIPES MUST CROSS, A 6' LEVEL ALARM, AND OVERFILL. TANK SHALL BE TRUSCO C. SOLF,N01D VALVES VERTICAL DIMENSION SHALL BE MAINTAINED. FL-D4-3000 ONLY, NA7H WARWICK CONTROLS. 5 PIPING TEST: 0. VENT CAPS 13. BELDING OF PIPE N A. ALL PRIMARY FUEL 011_ PIPING, CONNECTIONS, FITTINGS AND E. FOOT VALVES A. A MINIMUM 6" DEPTH OF COMPACTED BED, GRADED TO GIVE THE PROPER -- SLOPE OR DEPTH OF THE PIPE RUNS, SHALL BE LAID IN THE TRENCH APPURTENANCES (BUT NOT TANKS) SHALL BE SOAPED AND F. REVERSE FLOW FLOAT SWITCH BEFORE THE PIPE IS INSTALLED. PRESSURE TESTED WITH A MINIMUM 150 PSIG AIR TEST FOR A PERIOD OF NOT LESS THAN 60 MINUTES. 9 FUEL OIL PIPING: B PIPE RUNS SHALL BE FABRICATED AT GRADE AND INSTALLED ON THE B. ALL SECONDARY CONTAINMENT HARDWARE AND PIPINGBUT NOT COMPACTED BED. m TANKS) SHALL BE SOAPED AND PP,ESSURE TESTED WITH A 10 A. SLOPE ALL PIPING TOWARD TANKS AT 1/4 INCH PER FOOT. PSIG AIR TEST FOR A MAXIMUM OF 60 MINUTES. C. ALL FITTINGS AND/OR CONNECTIONS MUST BE MADE IN THE TRENCH AND B. FLUSH CLEAN BEFORE TESTING, THE BED MATERIA.- ;;HALL BE PLACED BACK UNDER THE PIPING AND M p C. ALL REPAIRS MUST BE PERFORMED ACCORDING To THECOMPACTED AS REQUIRED. MANUFACTURER'S RECOMMENDATIONS ANG INSTRUCTIONS. C. INSTALL FLEXIBLE CONNECTORS AT ENGINE 14. BACKFILUNG AND PIPING/PAVEMENT REPLACEMENT SYSTEM TESTED TEST PRESSURE PSG TEST WITH D. SECURE TO BUILDING STRUCTURE WITH UNISTRUT AND (1AMPS. A. AFTER SATISFAVORY COMPLETION OF ALL REQUIRED TESTING AND STEEL DIESEL PIPING 150 AIR 10 PIPING AND CONTAINMENT MATERIALS: INSPECTION, ALL TRENCHES SHALL BE BACKFILLED TO SUBGRADE. (DO NOT SUBJECT TANK TO TEST FRES- A. STANDARD PRESSURE, FUEL OIL SUPPLY AND RE TURN PIPING B. SHOULD IT BECOME NECESSARY DURING THE COURSE OF CONSTRUCTION - SURE). SHALL BE UNUERWRiTERS LABORATORY INC. (UL) APPROVED TO F*fTCH FROM THE STANDARD BACKFILL TO AN ALTERNATE FIBERGLASS PIPE PER MFRS. SPECS. PER SPECS. REINFORCED THERMOSETTING RESIN LINE (RTI?P) AS MANUFACTURED MATERIAL, A FILTER FABR:r: MU!" St 'NCTALLED AS A BARRIER MFRS. SMITH OR EQUAL. VENT PIPING SHALL REMAIN SINGLE-WALL BETWEEN TWO NUN-COMPATIBLE MATERIALS. B. FOR CONTAINED PIPING, THE OUTER CONTAINMENT HARDWARE C. APPROVAL FROM THE OWNER OR ENGINEER MUST BE OBTAINED PRIOR PIPE FITTINGS INSIDE BUILDINGS: SHALL BE A TYPE SUPPLIED BY THE PIPING MANUFACTURER TO MAKING THE SUBSTITUTION. R ALL HARDWARE, GASKET SEALS AND MISCELLANEOUS FITTING'_' SHALL BE SUPPLIED BY THE CONTRACTOR THROUGH LOCAL D. A 3" CONCRETE CAP SHALL BE INSTALLED IN ALL TRENCHES PRIOR TO A. FUEL OIL FILL, SUPPLY AND RETURN PIPING EXPOSED IN GENERATOR ROOM SHALL BE SCHEDULE 40, BLACK STEEL PIPE, ASPHALT PAVING. CONTRACTOR SHALL FINISH WITH 2" ASPHALTIC ALL JOINTS SHALL BE WELDED EXCEPT AT' VALVES AND C. WHERE FLEXIBLE CONNECTORS ARE COMPLETELY CONTAINED, CONCRETE OVER ALL TRENCHES AND PATCH EDGES AROUND TANK HOLE. EQUIPMENT CONNEC'T10NS. ALL PIPINi; SHALL BE PRIMED THEY SHALL BE TEFLON TUBE-TYPE WITH STAINLESS STEEL K AND PAINTED NTH RUST RESISTANT PAINT, (COLOR AS REQUIRED BRAID. WHERE THE CONNECTOR IS NOT CONTAINED, ONLY E. CONTRACTOR SHALL REPLACE THE TANK SLAB HATH 10" REINFORCED BY LOCAL AUTHORITIES), ANTI-CORROSION FLEX-CONNECTORS SHALL BE USED - CONCRETE DEVELOPING 4000 PSI O 28 DAYS. REINFOFCING SHALL BE 05 TITEFLEX, TELEFLEX OR EOUAL. REBAR 12" O.C. EACH WAY. CONTRACTOR SHALL DRILL AND PIN B. FUEL OIL SUPPLY AND RETURN PIPING CONCEALED INSIDEEXISTING CONCRETE WITH t/2" SMOOTH STEEL DOWELS, AS" LONG O 48' AND VALVES ARE TO FURNISHED BY THE CONTRACTOR, BUILDING SHALL BE FIBERGLASS DOUBLE CONTAINMENT PIPING D. ALL PIPE, FITTINGS, APPURTENANCES, DROP TUBES, ACTOR. OS O.C., INTO PIPE CHASE, KEEPING A MINIMUM OF 6" EXTENut.1 INTO -- AND FITTINGS. SEE SECTION 15486, UNLESS OTHERNASE NOTED. CHASE. DOWELS SHALL BE GREASED. 11 FINAL ITEMS AND START-UP A. CONTRACTOR SHALL GAUGE TANKS AND REMOVE ALL TRACES OF J WATER. ALL ELECTRONIC TANK MONITORING EQUIPMENT SHALL BE RECALIBRATED AND CHECKED FOR PROPER OPERATION. B. ALL PRODUCT LINES SHALL BE BLED CAREFULLY OF AIR AS THE SUBMERGED PUMPS ARE TESTED. THE SYSTEM IS TO BE TESTED FOR - FUEL STORAGE TANK TIGH1%`SS AND PROPER OPERATION OF LEAK DETECTORS. VENT WITH RISER - C. CONTRACTOR MUST SUBMIT THE FIBERGLASS PIPING INSTALLATION LENGTH AS RVQUIRED CHECKLIST UPON PROJECT COMPLETION. BY LOCAL AU,HORITIES SUPERVAULT FLR SERIES OFL-D4-3000 D. CONTRACTOR SHALL PROVIDE AN "AS BUILT' REDLINED CRANING OF THE SITE PLAN SHOWING ACTUAL LOCATiON(S) OF ALL R-PING RUNS AND TANK 8PECiF'ICATKM ORIENTATION OF ALL TANK APPURTENANCES. OFTR DESIGN DATA I - WARWICK' STAINLESS STEEL- MODEL NUMBER FL-D4- LEVEL CONTROLS (LOW-HIGH- TANK DIA. 67 IN, "HIGH-HIGH-) SUCTION TUBE TANK LENGTH 133 IN. NG FILL CAP WITH !)PILL CONTAINMENT SUPPORT MOTH 92 IN. RETURN AND/OR PROVIDE TANK WITH EMERSIONLOCKING -;NSTALL PIPING LEAK DETECTION PROBE SUPPORT THICKNESS 7,5 IN. OVERFLOW HEATING ELEMENT MANHOLE. (MORRISON BROTHERS #518 OR EQUAL) W6 N DOUBLE 'HALL SECONDARY ANCHOR PLATE TYPE 2 EMERGENCY VENT OVERFILL PREVENTION VALVE (DPW OR EQUAL) CONTAINMENT PIPING IS UTILIZED. ANCHOR BOLT SIZE 5/8 IN, , TANK WT. 12,800 LBS. PRODUCT WT, 16,778 LBS. SUPPLY TOTAL WT. 29,578 LBS. 1 REO'D BEARING AREA PER FOOTING 20.93 FOR 1,000 PST MIN. WIDTH OF FOUNDATION 9.00 FT _ LENGTHUSEDFORD SIGN 2.67 FT. MONITOR TUBE 1 2.62 FT, 1 I 1 1 I I I I I 1 , , , , , r--------- --- - - - -------- 'L_ DESIGN BEARING AREA 24.03 50. FT. '---, � ._- RETURN FACTORED DESIGN PRESSURE 615.5 PSI CANTILEVER LENGTH 129 PU FOR A 1 FT. STRIP 11.00 IN. r _ FACTORED MOMENT (Mu) 7,818 IN -LBS/FT. OF WIDTH 1 ' I 1 I 1 NOTE TO CONTRACTORS• RECD -A-FMA-MR- Ism-FSHEAR [m%"TA = CONNECT WARWICK LEVEL AND LEAK DETECTION DEVICES AND CONTROL SEISMIC BASE SHEAR 7.195 LBS PER FOOTING RPANEL EQUIREMENTS ING TO MANUFACTURING' NORMAL LOAD 20.933 LBS. PER FOOTING 2000 ; 11 I - FRICTIONAL SHEAR RESISTANCE 7.327 LBS. PER FOOTING �//�� /� Q �/ FOOTING SIZE FOR BASE SHEAR IS OK `tvl/'1L• AvO•E GROUND MINIMUM EDGE DISTANCE FOR ANCHOR BOLTS IS 3 IN. I 1 I I 1 I -PROVIDE 120 VOLT TO PANEL. MAIN DIESEL FUEL PANEL TO BE MONITORED BY DETAILS OF TANK FOUNDATION SLABS END LADDER WIDTH, TRANSVERSE TO TANK 9.00 FT. � ; ; I (PUNISHED WN11•t TANK) JOHNSON CONTROL SYSTEM STORAGE TANK LENGTH LONGITUDINAL WI>N TANK (L) 1.75 FT. PERMIT AND BID SET ' ; 1 1 I--� SLAB THICKNESS 00 n (LONGITUDINAL) K0. OF BARS: 96 IN. - 3-29-96 BENDING REINFORCEMENT SIZE: /4 No. REVISIONS/SUBMISSIONS EJ ❑ TEMP AND SHRINK STEEL SIZE: /4 P1 Date O CARRILLO ' a F -- (TRANSVERSE) MAX. SPACING: 18 IN. , I I I I I 1 1 PROWnDE WITI-1 'INTRINSICALLY SPRINT SAFE'' CONTROLS �� CONCRETE >�@ ARCHITECTURALC�RdUPINC I MINIMUM TOP COVER MINIMUM BOTTOM COVER 1.50 IN. SPECTRUM �) MINIMUM DEPTH OF SLAB 3 IN. PROVIDE lith RELAY do PROBE FOR 5.50 IN. SECONDARY PIPE LEAK DETECTION - SLAB THICKNESS USED 6.00 IN. REFER TO MECHANICAL PLANS FOR CONCRETE STRENGTH 3,000 PSI AT 28 DAYS , 1 I LOCATION. PRIMARY 9EPDMa REFFQI AR SIZE REMOTE LEVEL AND LEAK DETECTION CONTROL PANEL MAX MUM BAR SPACING /4 DB-1 2 IN. AB t� .20 I 3. BAR SPACING USED 1uE I 1 Ave FOOTVALVE i I �""11 PORTLAND 5.50 IN. �.,,a,,,,N. (MORRISON OMR3347 OR EQUAL t a III*~ o«..b i1Ai 11101111" OesO -------- ) SECONDARY LEAK DETECTOR MINIMUM TEMP STEEL AJA C1.1n RAX 11111!.45►{ 0,18x OF GROSS AREA r WWI!CT 1'AWM!0 APOMIECTURAI. Tk%10 WCORPdUTLO,IssEer -- - - -- - WARWICK SENSOR AND PROBE TEMP STEEL BAR SIZE /4 ITCH CENTER fi 1'FAYFO ITS CODON LAY!C 04 ARE 01 In 81 PRDPEITY Plfs•19 N o rn MAX. TEMP. STEL SPACING 18.00 IN. RAIs.DEAN""°°Eska`'11O ARE%V In x 1N FIF T If Mw I a C(»ED F ANY F01W OR YANIIA MUT;OEYE1.Nut AN D4Y'0 P1 A88f18'D NO, (W TEMP. STEEL BARSTD ANY THIRD P4ATY WITHOUT FIRS-EMTkMA THE EXPRESS WPoTTFN 2 PERM"TOM TNF WHITE%T TK DR.AWFO 18 NOT FINAL ON TO IIF 108A� S.W. -- -- USED EOR CONSTRUCTION uNr, ;IONED BY THE APCHIIFrr J i.^8y. CAECA Dil BLVD CHECK MOMENT CAPACITY PHI FACTOR 0.90 --� J-BOX FY 60,000 PSI --- _ ASSUMED A 0.12 IN. PROJECT N0� J 2.69 IN. L4 ae`N4-�,Te:,0w I;. FUEL TAN K AS 0.20 S0, IN. PER FOOT OF WIDTH `j PROVIDE CONCRETE PADS AND INSTALL TANK IN THEN MR 29,052 IN-LBS PER FT, OF WIDTH INT£R£AC££M;iN££RlNC INC DETAILS CONFORMANCE TO MANUFACTURERS REQUIREMENTS -� >MU, THEREFORE OK ronsullingfngineers ACTUAL TENSILE FORCE 2.906 LBS, 50 IWMI ROR AUrreson CHECK ASSUMED COMPRESSION ZONE ACTUAL A 0.1117 IN. OK LESS THAN ASSUMED Boal �¢EO PRop, DDH 9512E.1 4 veject v� e�G I NEI. SS - - - _ w �10,e02� RCIIMkTtd dID No. 106GP502 (0 A 1 _ DIESEL FULE S tORAGE TANK ��r. G q 1 "a a NTS e, F'�EOft P502 Dcpn 3-29-9s T XPIR 12-31- t3 ["NTS a 5h I I I� a 1O 1 1 1 1 3 1 4 1 5 1 6 +r ti Cascade Blvd,10799 4 I �Q� BIJP 960172,BLIP 98-0298 17 (Fire)MEG 911-0097 41 of 41 If t i� n•olicc appears clearer III;III file docamer:r, the document is of marginal qua'ity. [too rl�ia �, "!�l11il�ll�i! llillll�11114 t �Jlll� It D ! 30X .c!ri�ln rinl�rt► :nl nra►►r! rrr�iu n+Irrrr nlrhm...rlurr nr `' 1