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7228 SW DURHAM ROAD STE 100 '2) J6 2 %1q) 2# GAS METER T_ TOTAL LOAD: 210 MBTIJ TOTAL ;LENGTH: 14.5 FT. QG ,- 1 "0 GAS LINE c r ( r 1 �,y E-4 C) F-4 (E)UH-1 O 3/4 0 GAS LINE rt O LJ �13/4"O GAS LINE (E*TU-71 0 -4 z 0 II z_' LD o �17 CITY CW TIGARD Approved.............. c Conditional'Y Apps'ovGj... ........ ............. For only the work 'at d(y-:cr ib-,�d-in:- PE Rv,rr tqa 94 1.1. ooe Letter Z A�f, 44 CQ HVAC - FLOOR PLAN JobAddrv.s�;: - Cr M Z- _7 ,15 � 44'*i J t) f - 22 *;W UbQ' til SCALE- 1/8" 1'-0" l%e ( H"If NORTH rn Z EQUIPMENT SCHEDULE: x CO VOLTAGE cq TAG M F'G. MODEL # COOLING HEATING CFM MIN.OSA WEIGHT REMARKS C9 0 OC4/1`U�i' v- - RTU--1 60 MBTU iV 0 1 ES: UH_1 130 MBTU I.F(WND: INSTALL (N) GAS LINE TO (E) LJNITS AS SHOWN NOTES: 'IZED PER GMSC- 1996 TABLE B13-F 1, EYISTING ROOF T,P UNIT TO REMAIN GAS LINE SIZED (F) EXI,'TrIN(; GAS LINE IIIJNG PER OMSC- 1996 TABLE B13-A 2) EXISTING UNIT HEATER TO REMAIN (N) NEW CAD NO 2457 (R) REL0CA'rE (REM) py.MOVE PRO CT NO 5HENT NO� 141,PITY ("Rilly A THERMOSTAT RETURN GRILLE 0Fv P.U.C POINT OF CONNECTION Durham Rd.#100,7228 096-00333/4181457, MEC96-002; I of 8 OF NOTICE- IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE N.36 lie. ORIGINAL —10CUMElk!T 9 L 91Z t v1z 1; E 11Z 61 I�►„►► „��(I,►i„ �I,►��i►I,►(,Ilii►I„III►i,,T . ill � ► �� ►�� i ISI ►�� I��► 241X yl 1➢i4i,?RYIe r� J6?1W y'a ._._ll_. ._.____._�. — _�. '� C 1 ��n��y� -err�' �'•'�r .. - O I l0 so-, 01, n irrin q� C__ cantilever rack ------------------- - a T­ L�e�_o i Q • I l �ornoeell f 7 PROP S Office storage OREGON -10 �f DoT S. 3r 9r V, , . . .... -EXPIRES !},' , ��� �► LODI METAL TECH. INC. �c,tw d �, fta Atter••• ... 213 South Kelly Streit �y P. O.Box 9Fi'1 ttits - � Jib �'ads �ao: LODI, CA 95241 Industrial F RACK ONLY , drawing prepared by: Norlift of Oregon , Inc . �. 7/1 /1 8/9 F 1UP96-0033314,BiW,MEC96 002: 0utharn Rd.#100. 72_6 of 8 w. .., .i • .. ... y - .. ... � _ �.. ......,r ...:.N...w.•wen.•1AM.v�.^,.dAM7nC.W+Mmaw m. _.. pi.,q+•/�.wM71p. '.r.eMtllp'"yF %^IMIR NOTICE IF THE PRINT OR TYPE ON ANY 1111-J I I I I IIII 1 1 1 III I Ill I 111 11 I I I I I I I I I I I I I I 111 1111111 1111 1111 11111111 I I I�Illjl 111111 1111 I(1 I l l l l l l I I l l l l l l l l l l l 11 1 I I I I I I 1 I I III! 111 I II I1II1I11111111IIMAGE IS NOT AS CLEAR AS THIS ,'JOTICE f I !�! `'14 --- FSI — 1 --- g�--------- �- �� - 111 _ " : . '( c'' �� ' f IT IS DUE TO THE OUALITY OF FSE No 36 ORIGINAL DOCUMENT t; �z 13Z GZ 8Z 5iZ ibz t11111111111 iziB[ Gtet sl[ 6t stZtt ttdL8St b ffi t�f���w�I�� IIIIIII IIII IIII IIII IIIIIIIIII IIII IIII IIII IIII IIII 111111111 III111111 II1111 I 1111 11111 ���� IIII�IIII II1111111 II1111111 'It[ l IIIIIIII III111I Ill,I,. fill U llllllll IIIIIh111 l 4, NOTES; RACK DESIGNED AND FABRICATED PER, ,t 1 1994 UNIFORM BUILDING CODE - CHAPTER 221 DIV?SIGN VI SECTION 2231 - SEISMIC "ONE 3 2 A N,S,I, MH 161 - 1990 CRACK MANUFACTURERS BRACKET ASSEMBLY-+{ 2 3/4 - INSTITUTE - SPONSOR) I t TYp 1/8 3, CITY OF LOS ANGELES APPROVED FABRICATOR LICENSE #01244. -- - - ----- -� =j l I 1 1/2 4 WELDED PER A W S L 1.3 BY WELDERS CERTIFIED I I 3 1/2 PER AWS STANDARDS WITH LM7. FULL TIME AWS CERTIFIED WELDING INSPECTOR, 5 WELD WIRE USED IS 045'DIA CERTIFIED BY CWB TO Or- U � BT AWS A5.18 �ER70S-3) AND AWS A5,17 (EM13K), �-- - / I I ® 1/2-8F 1 8 6. RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF I INCH IN 10 F.-ET OF HEIGHT, BEAM SECTION ,075 THK ASTM A570 GR50 RACKS SHALL NOT DESTRUCT EXIT DOORS, PATHS TO EXITS AND EXIT ILLUMINATIONS' LBF354-$0' GENERAL- NOTES BEAM ASSEMBLY .375 R -` O T I ® LOI,K 1 1/4 , 000000 -`1 !� - - 3 co \J co LENGTH SEE __� 1 1/2 - f- 1/8 FRAME ASSY 2 T Y F --� I ® 6 2 17/32 �-• P�N 192 — - I O F 1 �- 1/4 RE1 1/4 7/8 � 3 ,0/16 i I 0 L CROSS S i AKE STUD C� ZSPRING tnI n S 531 SG)UARE 1/8 R T �-3/4 .030 C1075 SPRING .EEL -•-, 1 5/8 �- 3 1/4 --�-� HARDENED TO RC44-48 TYP CROSS STAKE BRACKET 7 GA 140A ASTM 4570 OR50 3 PLACES ASTM A570 GR36 LM30� i2GA ASTM A570 �R50 STRUT & DIAGONAL DETAIL BEAM BRACKET ASSEMBLY SPRING LOCK ASSEMBLY ' -- FRAME COLUMN DETAIL 3/16 V 1/2 19/32 DIA �'� 2 3/16 2 3/4 2 HOLES -T ' +,015 T + 005 +.020 +.000 -F-+ 0 00 2 I 406- 000 ,343-000 -- 625' uu0 .296'005 .245- 002 - 34 TYP --1/8 - 4 1 DIA j DIA - DIA DIA DIA D1�1 112 1 -L- �- COLUMN 2 REQD 192 LONG ' 2 DIAGONAL 4 READ 52 LONG 7--j I ±.010 - — � _,;..._ /4 .344 ± .005 STRUT 5 READ 32 LONG 3/4 - 5 1/2 ---� 3 .125 7 188± ,005 .06 156± '005 �-� 562 '030 36 3/161 1/2 ±.020 BASE I��� � ,688 2 READ - BASE: 3/8 THK A36 MILD STEEL. C1010 COLD HEAD QUALITY C1006 COLD HEAD QUALITY 5 BASE PLATE TO COLUMN DETAIL BEAM BRACKET STUD BEAM SAFETY LOCK PIN -- a5 ------ a5 45 45 — - � FOR RACK MANUFACTURED BY- ------ - 192 LO D I b • CH ONLY _ 3/8 N EF ssi LM30-192-36-BPS30 0❑• °� ° I o o ❑� FRAME ASSEMBLY ' ------- ---- - ---- - ------ -�--�--- --- -- ° ° ❑ ° ° ❑° 2 1/�M I N QR EGO n EMBEDMENT �- �!! s� uU Ind. u1uu. 72i8 ❑ q pT %�� 418/457.MEC96-0u: 5 ° ° ° 2 G 3� 8 LOAD p ° ° ' ��� S. .--- -'^ -- 11 001b 11001bsJUL 2 41996 - t 1001bs 11001b� — 2.2K °I p' ° ❑ EXPIRES pE' 3t` 9G;' _ ANCHOR BOLT 1/2' DIA ITW RAMSET/REDHEAD 32 t 1 001b t toolba I f ��2.2K p/ WEDGE ANCHOR PER I,C.B4O, 1372. P/1L.MCR 15. t/NCaL'1' ►/68`7 C,� L06410M - ORPEWN T W oANCHORS REQUIRED PER COLUMN --" `-' CDW/N W. Llill'l" 00— - tip► I2,/y!/' - 0ffr xw 3-' e 11001b \ CONCRETE SLAB STRENGTH , 3000 PSI 11001bs 11001bs i t001bs - - P/ILJ 1CK �• TINCaC1' REGI. ,•�99 [ �191/'I9 , 2.2K � ® ,•OIL BEARING 1 1000 PSF -- - -- - --- _- ------ CDWIN W_L W.30N 1f.O,C. 0*2" GpL &XJ/''19' • WORM 32 1100lbs II001bs 11001bs t1001bs 2.2K ANCHOR DETAIL CEkTIFICATION 19 --- --— - - — --- 32 11 001b II001bs 11001bs 11001b \2.2K - --- -- - ---------- C 32 11001bs 11001b• 11001bs II001bsY•2K 'i RELEASE i— PST 07-82-1996 JO. REVISION 6Y DATE 32 LM30- 192-36 LENAY PRODUCTS - NOTICE - LODI METAL TECH) INCI 713 S. KEW YOR �� __ 8 E A M S T r� TTHIsO CopItODJ enc MO 2W�3a+2 o� 90140 LBF354-80 INDUSTRIAL FASTENERS n 'TIA N �R ,E RETENED *N M� E00 � .� FASTENERS 7��8 SOUTH DUNHAMCOPIED. � ` '°�"" i N C�IJ s T R I A I_ WESTTTiMISMITIN T ��o,ET, TA PALLET R A C �� OR l'!ED NI THE LLANUiACTl1R►- a TTIE EXPOM wR1"" CONSENT O1 83 c/ca3 38 SALEM OR Oa �AL`TECN, � INCQTR CT RAL DETAILS l (C) COPYWRITED 196 l J U 97309 --51EfT N ,GLI (JRANN P CATS ,MET WeASgN -- - - C T 1 N PST 07-24-1996 ILLU �NTRATIVE RA K. LAY AND ELEVATIONS BEAM COLUMN ASSEMBLY - - 07-24-1996�" 96 -- 6 53 a C O U o' iwE�Nso ' � cc Wim. P S / NOTICE IF THE PRINI OR TYPE ON ANY _III I I I I A [Jill I I L I-I-I L V4 I I I I III I( I I II IMAGE IS NOT AS CLEAR AS THIS NOTICE, III III III III III III III I�I I I I I I I l i l I I I I I I I III III I I I (Ili 1 1 III I I III III 11! 11 11 III III III I I IT IS DUL TO i FIE QUALITY OF THE No 3° ORIGINAL DOCUMENT SOB 8Z 13Z� G�Z 9Z sZ ib�Z sly Z�Z t1z o� � 6�tj1 � elt GFlIll 9ill t 9�t r�t s[ Zt I IIIIIIII�II II IIIIIIID II IIIII�IIIIIIIII�IIII�IIII illy►Ili�I►IIIIIII�II►IIIIII�III► ►IIL�Illllllll�llll II►��III� „IIIIIIIIIIII�III �llilI►�illl IIII lilt IIII sill iiii1lill Iill1.iilllulUlli iili�lllllllil�ii.,liiiilllll lull ullll >l�i� ii��i�rii CARRIER 3 TON _;ASPACK MODEL -11]SS0380 22 1.1 12 10 2 2" 1 2I — '. ..... ..__ . ... ......I ... .,. . .. _ ._ I i " 86 lbs --- J 1 83 lbs CaTD GRAYM v-4 C13 3CAIYN T.S. _C,_k­RR_1'EF_2 TON GAS- PACK 0 MODEL 488S0240 40 22-t..2 13 lbs - "23 lbs C" Oil F-. L) 27 1 2* 97 The 40 lbs OT t Ct'NITX URAVITY 0 !ko CORNER WEIGil"! DFTAIJ, ;5 14'1 SCA LIE: N.T.S. (14 250 010.1 140 1 .1401 1400 6"0(s 6"0 C) ;111" 7 120 -100 1 * u 0 F- 10'0 PFRMAN!rNT ATTATCHME17T To ROOF CURB. INSTAJL #10 DR", SCREW THROUGH 16 GA 14-0 12"0 BASE RAII. OF UNIT U-70 ISGA. FACTORY CURB. #IUXI SELF TAPPING DRTVF SCRFW 10 10"0 7YIJ. OF 8 (4 F.A. SP)F) 100 f 0 T TYP. HVAC IMT jI 4 . CRH CA ROOF �1'I s M I C BRACING DETAIL 2 OFFICE 11 AC, I'LOOR PL'-,,\ /,' 3 , OFFI ('E HVA( FLOOR PLAN SCALE: 1/8" SCAIX: l ,'8- _-------- I-9-0"--- 'm�t SCALE: N.T.S. L.M 1 -),- I I-- 1� por j ;4- k LAG DOLTS,\ DOtrOL19 Nt'T RANGLE RACM '3"0'! ,AV. DOLTS k0c briswc, BRACE MUM 12 (9 \) 8' 7 6 51 uNrr munm z 4 (3 2 scuws 0 0 r UNIT HEAT D ;Lj ER DETAIL SCALE: N.T.S. 1 I I I i I I I i ,; M 1 z 1"1-1/400 GASLINF! I -2 d EF-5 civ OF Tlf;.ARD I,FGFND. *.............. ................ A 0 ..................................... tondltlonaltv A[1PrOV 0 3100 GASLINE (E) EXThMNG, . , d In, I 1�or only th'% vj�-Tf' 0 ;3A"'""t 1*0 GASLINr -314"0 GASLINr (N) NEW (R) REIA)CATE PERMIT r Bee lettcr to:F0.0w........ (RFM) REMOVE Altar-11....... ....... .. .... . ...... ... ....... 0/00 t 4 T SUPPLY GRILlY 04 RETURN GRILLE. job AddrOF- F- OT THERK'OSTAT By.. 1.19 rw"Im" We wm low 0.0 "1 004 ow 4 r- am 0A wftwmv � Vj jog EQUIPMENT SCHEDULE: ST BE 0 j ( E I I �� APPPC)\J; 0_4 VOLTAGE TAG MFG! MODEL # MCAZ,,Eusc COOLING HEATING CFM VIN.OSA WEIGHT REMARKS 4-4 m I �AC-1 CARRIER 4&SS-038060,13-IM 9!20110 30 36 MIPU 60 mru 1200 -215 336 INS A 230120 AC-2 CARRIER 4&SS-024040, 2-ION 18.2/30/10 24 saM 40 MOTI) goo 303 (1) BROA14 69&/FX. tAm 120 VOLT (2) Z,3,4 so rr-5 A('1AF PRN 126 170 VOLT 1295 C) f L I1 1 i I i .1 1 UN-0,31 MOVINt PAE225A0I06 120 VOI 1 180 MOTU - 261 LOS 0 1 * 1. �: -, 1 1, .. - 11-09 -) — --- NOTE 13: V) "LR&4ANF"I1y iotwrry UNIT To srAct SERVED w am am NK m NJ 3 FF -t,2 COMMON VENT TO IXTEMR T WAREHOUSE VWILATION rAPA HvAC -- FLOOR PLAN CAD NO. SCALE: -1/16" 1'-0" PROJECT NO. 20713 FTRETT NO. 7\ A Durham Rd.#100,7228 up46-001 18/457 MEC96-002 4. B OF NOTICE: IF THE PRINT OR TY-'E ON ANY rl���lllllll � ll IIIIII � III �I� !! IIIIIIII ! ; III r IIr�I!Ilr�rlr IMAGE IS NOT AS CLEAR ,, THIS NOTICE, 4q -- __ [ _- ___ _L ._ ----� - __ g1 - _-____�1 _-_ _10� - ___l�L__-__1 J � ,c�� .30 .�� y IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT Iyli s;i Zi t ii i 1 6 19 9 I tlti I OIZ HI[ 9 I" Z; 9 Tt z � 2 42C IL I �1 NOTESI RACK DESIGNED AND FABRICATED PER, TYP}--� 3 REF 4 REF-�+--+►1 1. 1994 UNIFORM BUILDING CODE - CHAPTER 22 DIVISION VI SECTION 2231 - SEISMIC "LONE 3 2 A.N.S1 MH 16.1 - 1990 (RACK MANUFACTURERS 3 3/4 INSTITUTE SPONSOR), 3, CITY OF LOS ANGELES APPROVED FABRICATOR TYP 1/4 12 1/4 A36 FLAT BAR LICENSE #1244. 30 --------- 1/2 4. WELDED PER A.W S. D 1.3 BY WELDERS CERTIFIED PER AWS STANDARDS WITH L M.T, FULL TIME _ AWS CERTIFIED 'WELDING INSPECTOR -� 88• 1/�— �2 5 WELD WIRE USED IS .045'DIA CERTIFIED PY CIAiB TO 3 1/2 1 1 1/4 AWS A5.18 (ER70S-3) AND AWS A517 (EM13K) TYP I 6. RACKS SHALL BE INSTALLED WITH A --- MAXIMUM TOLERANCE FROM THE VORTICAL _42 TYP rLj 2 OF 1 INCH IN 10 FEET OF HEIGHT. 6C \ I - 7 T/HE BASESHEN LOADS SHALL BE MORE LEVELTHAN WITHTWO IN ARMS 1/4' 4 I I _ 2 1/2 (ALTERNATELY - PULL A STRING FROM THE TOP OF THE 1st BASE TO THE TOP OF THE LAST 7/8 6 TYP 12GA ASTM P370 GR45 BASE - THERE SHOULD NOT BE MORE THAN144 \ 1 1/2-9 1/4' VARIATION FROM STRING TO BASE) I A-EK:4 + 1/2 TYP RACKS SHALL NOT OBSTRUCT EXIT DOORS, PATHS TO EXITS AND EXIT ILLUMINATIONS, L 10GA ASTM A570 GR40 CA-730 -4 uENERAL NOTES POST SECTION ARM ASSEMBLY 60 �- CRC'.SS STAKE 9/16 DIA 5 ', 3/8 2 HOLES 2 2"1 1 3/4 - ---�- I I I T Y P/\-77-3—\ / `` 3 + - - - 1 2 — TYP PIN � 21-14 CR STEEL 1 � \ 9/16 DIA 12 f 3/16 SPRING 1/2-13UNC-2A THREAD 1/4 7 1/2 � I I I 1 I ° C1095 HARDENED STL 1/4 .c_ �- BRACKET 3/16 THK I -+- 042 THK 5/16 R 1 I I — — ASTM A570 GR36 , T2 5/8 --t—J 31 I T_ 4 1/8 TYP>-174 PIN 1/4 THK A36 FLAT BAR 179 THK ASTM A570 GR36 /4 3/4 8 L 1/2 DIA A36 ROUND BAR CAP- —144—C 31/32 3i8 THK A36 FLAT BAR CAAB CARR POST ASSEMBLY �- - SPRING LOCK ASSEMBLY 7/8 " X " ADJ BRACKET "X" ROD _ASSEMBLY — 144 I '4 1/$ 1 3/4 19 3/4 3 TYP 1 1/4 9/32 R TYP 3 \�------ fYP TYP TYP 3/4/- 19 -- I ��- 005 -- 1 107 _ L 1 1 15/16 J 13116, 8 1/2 ( �.— __ 1 1/4 1 15/3? } - -- IT, ' TYP 13/16 --�' SPRING LOCK _ _ 500± .G02 -------- - 43 3/8 1 5/8 — � DIA BEND UP 90° PUNCH DETA; - 1/4 THK A36 STEEL 10Gk A570 GR40 11/16 /-- IOGA A570 GR40 � _ -- - - —•�- .179 THK ASTM A570 GR36 68 3/16 12GA A570 GR50 3 1/4 1 I � Imo•- 8 1/2 2 9/16 L OS x 45° CHAMFER 30 8 3/16 30 -- LL \ j I I BOTH ENDS 3� TYN �� � � 21� 17 7/e 1/8 R 4 7;32 R 2 FORMED D TA H T DETAIL C1018 COLD FINISHED S EE - e 11 T Y 9/16 DIA I I� liE1 i liTvP 4 HOLES PUNCHEC FJST r ARM BRACKET ASSEMBLY ARM BRACKET DIN - _ � FOR RACK MANUFACTURED BY Z / 1/2 ' 3/16 LODI METAL_ TFCH ONLY 1/4 � T 14 GA ASTM A570 GR50 CARD- 30-C ° • ° �� �S,coIN E f /0 ° c A o L'I�HB - 048 • ❑ ° ' . ❑ 1A ° • ° SINGLE BASE ASSEMBLY l _ HORIZONTAL BRACE i ° ° 2 1/4 MIN I €/' �- - - - - ------ -� 5 c. ° EMBEDMENT 1 % "lORiEGON ourhamRd.#100. 7226 6 ❑ f UP96.0033314161457.MEC96.002, ° • ° 2 501 y - CAHB- 48 HORI7. BRACE C� "• � • 'yFl�0 S." JUL 2 41996 CAxB X-BRACE — ° 1J• &I ° ° - ANCHOR BOLT _ EXPIRES — --,� — i'hLl1CK 3. T/NGCY #/6890 - Gip O6✓y�UU198 - OrCGON 1000#/ARM WEDGE IANC ORRPEREI.0 BEOH13 2. ----- — -- — _s CONCRETE SLAB STRENGTH 3000 PSI COWIN W. 1W--n0N ##985 - [•p.-12,/9!/% - OIPCIGON _ cA-30--•A' -- '- 30.• t ____ SOIL BEARING 11100 PSF F&I'1CR !3. 7ffir5r' )rrf, 0464" C "1i9*9 - G iLrORW44 21 T"P Cd7W/N W. 1�11C''sON R".G.C. *162. 5f'rp. 6150/97 - CAORN14 1, -- ANONC7R PFTAIL - - _ - -- ---__--._-_"ERTIEICATIQN CAUO-144-30-'C144 ' UPRIGHT/BASE / / -- -- --- ------ — -- ----- --- A RELEASE _ PST 07-24-•1996 N0 REVISIONqY DATE - i f 1 213 S. KELLY STREET - NOTICE I� NAY PKODI:C' NODI METAL TECH NC . 209/334-M. r� ---- lu AU. PERSONS REC NW, MIS DRAWING' �N C,ALIF•ORWIA 95240 LENAY HITS OWVMN°. nRq(T CM w�GNEr7:. MEDIA C�NTA/iS CONFlIfEH'fW INCtM►NTpN ANO DINERS " ��° °� fl�E `"w "ll'N' NAT R � r� �_� U S T R I.A L FASTENERS CC%'IiD R(/ROpUCED e�fCTR(N+IGLLr -� 30._ 30 � 48 48 INDU�. 117 I , RE*uNwEo oN o[uANo ANo NOT eE 1' C` ��� 7'28 SOUTH W�'1T DUNHAM OR u0 IN?I* W.J.ACTuRE (W ,W 68" -_1 - TIIANCT mA0. 0�- ro o,T. CANTI LEVE_.R RACK qUedEc,� NATTER tr 7160/ IwTNNoui n+E 1 CNPRESS WRRTI N CONISENT Of SALEM, OR °°' NET" tTE INC. TRUCTURAL DETA! „7��0_ - (C) CrOPYWRITEO 1995 _� • 9, [9 kan *Aiw #ICAO DRAM wr DA ro WNW vmw 00 2 °i L'7 NONE PST 07-24 -1996 2I " X " BRACING PAT TEP# T S ""'�"P" r . ' & ELEVATION ILLUSTRATIVE P � ST ,� ARM A S� �E,�C�� PST 07-2a-1996 9 6 NOTICE IF THEPRIN-IOR TYPE ON ANY I � � IIII IIIIIII IIIIIIIIIIIII I IIIIIII VIII I IIIII � I IIIIIII IIIIIII VIII IIIIIIIII IIIIIII IIIIIIIIIIIIIII IIIIIII VIII�i �II!Illiflllll IIIIIII I (I I I III ISI III�IhI� IIIIIII III I I r s\lAGr,- IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE Na.3e �'r,�'�'_ "• ORIGINAL DOCUMENT lN>; 8fZ g>✓ LIZ 8Z 5'Z 15Z S1E IL iZ 0Z 8Y g111 LlI 9t �f[ 6li Ei 7i i�111111 I� l4� 9 I i' B G t�I�l,�II fII1IIII l .11llIIIlilli IIIIIIIIIIII� 11111ill 1IIIIIIIIIlllll �I�I���►���IIII1I111mI1111�11 11.1i�11�1111ul1111W11111 Ill ►���►hl�� 2� I I IO 9 8 7 �r 5 '1 2 1 BAYS (9 5' EA. — 275'-0 " o i � 1 T i h1 i i 1 i I PROJECT 96200 0c _ i i BUILDING OWNEiZ I � 15350 5"W. 5E000IA PKWY 300 1— ' PACIFIC REALTY ASSOCIATE , L.P. W i i I i PORTLAND R 7 4 i , 0 9 22 i i I i U I BUILDING INFORMA , ION _ Q 0- i o i z I I i I SHELL PERMIT 1t: BUP 95- 290 O N i I 5PRINKLERED TO: O d I i z i I iY I I i I I CONSTRUCTION: V i -7- TENANT i Nom^ i I I I 1 I TENANT INFORMA I ION TENANT: MICROFL CT COMPANY, INC. —Oj N `n dye IFI, INC. i i i I I i I OCCUPANCY: 5-2, 1 i AREA:FLOOR 27,500 F TOTAL i i i I I 1,0755 OFFICE 'A' I I I I I 600 OF pFFICE 'B' I I i I I I I I i I - - - - - - --_ _ _ _ _—.._ - - - -- - - - --- - -_- - - - - - 0' 0 I I I I I i z I - I I - i 107 I o WAREHOUSE ' I 17 9EE ENLARGED sma RE5TROOM FLANS— 0 Q O i I i I I —• I I ,,I ,. 4. 7 , Q i I �fE tNLARGEU P,SrROOM PLAN / 1 4_ II AAnn i I � 103 02 J/P " �.JO3 = I 102 MEN I ~ O WOMEN I i i 1040 Ips k 5 1 i l � -' —T- 0. I I 105 106 I h CQ i i WOMEN MEN RUURE GH FOR FUTUI i , SR[AK COUNTER MID 3 i SINK ' 1 I I I ELECTRICAL i PANELS I • d OPEN OFFICE ( 104 BREAK AREA i i OPEN OFFICE (� i I I , i i CIA i iJ7A K)7D — — i 104A _ I w - - - - - o V_ U z �- OFFICE A 1O7 OFFICE B w 1,0?5 SF TOTAL 600 5F TOTAL U N PARTITION AND POWE1, PLAN c SCALE 1!5" = 1'-0" i °C 0 GENEf<AL NOT S _ LU �_ DOOR SCHEDULE E5 LEGEND 4 5W 72NDAvENUE LEGEND --- I. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE a. PROVIDE SPRINKLEK5 BELOW SUSPENDED CEILING PER CODE. _ _== EXISTING TO BE REMOVED tL O _ DOOR DATA FRAME DATA HARDWARE NCP CUT PILE CARPET CCNC CONCRETE WITH THE LATEsf EDITION OF THE UNIFORM BUILDING CODE, PLACE HEADS IN THE CENTER OF 2 X 2 TILES. -- EXI5TING TO REMAIN �-� — MARK SIZE THK COKE VENEER FINISH TYPE HA•'JD HARDWARE REMARKS °� LP LOOP PILE CARPET PAVB PLANTED GYPSUM WALL BOARD AS AMENDED BY THE STATE OF OREGON AND ALL OTHER STATE I I_ 1 IOTA Y x 5' 1 3/4" AL GLASS ANDD ALUM KH LEY"LOCKSET/CLOSER EXISTING VCT VINYL COMPOSITION TILE 3 WW WINDOWWALL OR LOC V.CODE REQUIREMENTS THAT APPLY, 9. PROVIDE LABE. FOK EACH CIRCUIT AT PANEL FOR NEW CONST, TO 9'-0"A.F.F. NOM(TPF,) L� L=----_—.rr ,1L" J ti 5V SHEET VINYL PLW` PLASTIC LAM.WAINSCOT TO 4'A.F,F- I\EVISIONS 1719 3'x 7' • SC I OAK WArrco TIMELY LH LEYMCLOSER SC SEALED CONCRETE IDENTIFICATION rnKra5E5. Mme NEW CONST.TO 9'-O" A.F.F. NOM W/ SOUND BATT5 — SAT SUSPENDED ACOUST,TILE 2 x 2 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 102 Y x 7' Sc OAK wATtCO TIMELY RH LEVER LATCH/PRNACY RF FLAT RUBBER BASE WBC WALL BOARD CEILING CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING 10. THERMOSTAT LOCATIONS TO BE �. �-- NEW CONST. SLOG. STANDARD DEMISING WALL L m p--- 103 3'x T 6C OAK WATrco TIMELY LH LEVC'ir,LATCH/PRNALY m RC COVED RUBBER BASE ETR EXPOSED TO ROOF BUILDING ANU N011FY ARCHITEL-T OF ANY D15CREPANCIES REVIEWED BY OWNER PRIOR TO INSTALLJITION. '- PRIOR TO STARTING THE WORK. ��- NEW CONST. TO BLDG. STRUCTURE(I HOUR) C `Fk74A 3'x d I Al. GLASS ANDD ALUM LH LEVER LOCr.5E7/CLOSER EXI5TING1049 3'x T SC OAK WATTCO TIMELY LH LEYI K/CLOSER FINI SHE5 3. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OFI1, TELECOMMUNICAiION SYSTEM BY TENANT, CONTRACTOR TO SWITCH COORDINATE WORK ! / N 105 3'x 7' SC OAK WATTCO TIMELY RH LEVER LATCH/PRIVACY — _ GARBAGE AND DEBRIS ON A DAILY BA515, E +� TOE; Y X T SC OAK WATTCO TIMELY I.W_ LEVE-R LATCWPRNALY SIGNAL OUTLET I � LOOP PILE CARPET LP: ATLAS OXFORD;:U2B DENSTON 12, PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS �,1 I 107A 3'x& AL GLASS ANDD _ ALUM KH LVIER LOCK5ET/CLOSER EXISTING GLUE D14ECr 4. ALL GYPSUM BOARD TO BE A MINIMUM OF 5/6"THICK, f� DEDICATED OUTLET 150LATED GRUUNU MULLIONS OR GLAZING. CH 1078 3'X& AL GLASS ANOU I ALUM LH I LEVER IACKSET/CIASER EXISTINGO -- VERTICALLY ATTACH TO 3 I/2" METAL STUDS 24"O.C. V DUPLEX RECEPTACLE B U I L D I NG 107C Y X ' • HM METAL PANT HM H_ LEY R LOCKSET/CLOSER EXISTING SHEET VINLY SV: CONGOLEUM FLOR EVER 50059 STEEL V- r FOR PARTITIONS. FASTEN USING I"TYPE 5-12 SCREWS 13. D1MEN51ONS ARE TO FACE OF FINISHED WALL LOCATION 1070 3'X 7' 13/4" HM METAL PANT HM RH LEyiR LOCK5ET/CLOSER EXISTING BASE RF: CARPET AREAS: FLEXCO WF-035 DELFT PANSY FLAT,CONT ROLL 12"O.C. # FOUR?LE)( RECEPTACLE ,r — -- RC: HARD SURFACE AREAS: FLEXCO WF-033 DELFT PANSY COVE,CONT ROLL 14• DOORS FROM OFFICE TO WAREHOUSE SHALL BE WEATHER 5. ALL DOORS SHALL 5E 3'-0"x T-O"x 1 3/4"SOLID CORE ( SPECIAL OUTLET I I r- PAINT PT: MILLER CW064W WHITE PEBBLE SATIN LATEX STRIPPED, FIN 15H SCHE,/J�"r WOOD UNLEB 9 NOTED OTHERWISE. DOOR HARDWARE SHALL , TELE/DATA (PROVIDE MUD-RING/PULL STRING) OJT d LS - PLASTIC LAM. PL-1: NEVAMAI? S-3-231 GRAPHITE BLUE AT ALI.CABINET FACES. BE SCHLAGE SA 5ERIEfl, BUTTS CL05ERS AND OTHER WALLS PL-2: WILSONAKT 4630.60 CLOUD NEBULA AT COUNTER.B.B.AND SELF EDGES HARLYWARE TO BE 625 POLISHED CHROME. t. "'` �'�✓� u�' Y/,ri' 4)01 FLOOR M)NUMENT WITH SERVICES SHOWN PACTRU5T BUSINESS CENTER PL-3: NEYAMAR 5 i,-3T DOVE GRAY AT WAINSCOTING IN RESTROOMS -- — — _ _ 6. ACOUSTICAL CEILING SYSTEMS: E� EXISTING TELEPHONE/ELECTRICAL uj & w ? SUSPENSION SYSTEM TO BE EXIIII METAL T-BAR 2 x 2 2 x 4 FLL,09ESCENT FIXTURE W/ ACRYLIC LENSE DATE: 6/5/96 AREA LOCATION MAF' m "' GRID OAR0 15HED ALL L TO COMPLY R CODE. -- U CITU OF TIGARD ® 2 x 4 STEADY BURN FLUOR. FIXT. L RM b NAME � 3 w � STANDARDS. INSTALL LATERAL BRACING PER CODE. Approved. _ QI OPEN OFFICE Cr 4' RF WW POW9 WW PQW$ PGNre PGWg - gA r 9'-O' NOT TO 5CALE 102 WOMEN SY G"SV PLW FIG" F(A'vB • PLW PAVE WBC • 7. MECHANICAL ELECTRICAL PLUMBING AND FIRE Candilionally Approved . .... ( 0 INCANDESCENT DOWN LIGHT SPRINKLERS ARE UNDER SEPERATE PER'AITS FILED For only the work s d S r'bed 0 INCANDESCEN RECE55ED WALL WA5H --- 1 iirnrn ij�c�/"�--��7riL,.TTf�g��+�r�� 103 MEN SV &Sy PLW PGW5 PLW FI PGW9 WBC BY RESPECTIVE CONTRACTORS PERMIT NO. t IC �31 -_-- ll�1G�1 Eff VY l!-'.111� �� SMOKE DETEG70R 104 _OPEN OFFICE CP 4`RF WW P(3ND PANB PANS SAT - Soo Letter to:Follow................................ . . ... .... ] ]: 105 WOMEN 5Y 6^SV PLW PG" PGWD_ • PLW PANS WBC • -- Alf h................ `�,, JUN 2 g 1995 (( HORN/5TROBE ALARM. (MINT.5"BELOW CEILING) _ 106 _MEN _ SV 6'Sv PLW PG" PLW Pa" r" PANB WBC 9'O" Job A. ss:�� v-� vC,I�c�w� !g�V IINNAHT PETERSEN Pr1WER5 • SPRINKLER HEAD 107 V"oEHOUSE SC PGWB/CO CLIC- CONE. CONC ETR q� ASSOCIATES Ry_ - Dhle-. I Q b ® EMEI.GFNCY EXIT 5-:+N I Durham Rd.#100,7228 305 ROOM NUMBER JP96-0063'8/418/457,MEC96-002: c� NOTICE: IF THE PRINT OR TYPE ON ANY III I I i III III I i I III III I I III III III I I I I I'I I I 111 IiT I I I III 111 1 1 I I i 1 I l III III III III III I I III 1 11 111 III III III i I I III I I i III I I I I I i I' III I I I I I I I III III III ! I 61_ ! gl f 191 i - _ 101 i !��1 !�_� IT IS DUE TO THE QUALITY OF THE bee, IMAGE IS NOT AS CLEAR AS THIS NOTICE, / No,M ORIGINAL DOCUMENT -E-t3z 9Z LZ 9Z z 6Z SZ I Z t1 ` ti- et --t3T ,r- - _-�- t 9T ,tt 4t St LT it i 8 �L I 9 4 t £ Z [o�u• IIII i(Ii,iill IIII�IIII IIII IiII IIIIIIiII IIII IIII Illlllill IIII IIII Illllllll IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIII�I II+IIII IIII Ill�,illl IIII IIII illl�llll IIII�IIII IIII�IIII lllillll IIII�IIII IIII IIII IIIl1W�1lllllluLi�...11 � I��IIII�N11 12 I I 10 g 8 7 6 5 4 3 2 ! _ BAYS 0 5' EA. = 275'-0 ------------ I n � I I I / i i i I i I PROJECT 96200 1 b I LL.1 o I I METAL HALIDE 1 1 1 I I 1 I I I Q s I I _ I o � � o o I I r x d/1,1JOItisf.[lJT I I I � ,,� O t I I I I I IDTTURLS r x D•FLUORESCE!IT 0 I I d � u F J 1 I HALO[ I I FIXTURES �I -- I L � N O � o N O S I I I I 1 I I I 1 I I I I I I i I 1 I I I I I I I I ! C ^ IC METAL HALIDE�\/ \ FIXTURES ' 'L E 4 z D SKYLfTE I1 fJ �E 4 x s 51cYL1TE I J I I i I I � Im i C) -� O I I 1 I _.-�.._s.J 1 I r I I I I O O QI I I I t I • 1 I 11 11 w 0 I O ' ' O - - METAL HALIDE I I -� FIGURES I r X d FLUORE9CENf FOfTUREs 4 I i 1 TT ' U " _ O i " A I I F d FLUORESCENT METAL HALIDE F1xTURES 4k - - FIXTURES - - - - A I I I • I I I I I I I " _ I I I 14 7HA - - - o w ~ Lu "rim REFLECTED CEILING FLAN _ w z� — :-V2.24 GA METAL STUDS AT Cr-O'O.C. r-5" —.. -__--- SCALE 1/6' = 1'-0" 10 DLOG.STRUCTURE WYE Fo+c I�I1 2,of u 7L... }- CLEAR CLEAIC WALL9 LONGER i HAN 12'-04 L _,0 O WITHOUT URERSECTI"Y3 W.V L9 I O O Q - Ste] � ATTENUATION WALLS U �J N T•fl BATT INSULATION*'CENTERED OVER SOUNDLLI --97• " I QI BLOCKING TYP.O FISTENINO MOINT5 j <(N� EXt611Np SUSPENDED CELWG �aSM� SINK FLOOR MND/OR R90F STRUCTURE ��-----B1e•PLYWOOD DECK v - 1 - REVISIONIMN5 AT �J � I I . � � �'-Q" r-II STABILIZER BAR BETWEEN 6"JOISTS O 16"O.C. DDI'OVAL PERIMETERLOCATE AT ALL MNN5 ---- LOfATE DIRECTLY OVER STUDS 102/105 103/I06 ADJ HELF ADJ F ;K 9 I --D"FD.INSULATION WOMEN MEN = = = i' N RECITE ur BATT INSUL IN SOUND ATTENUATION WALLS _ _ _ WITH N 6"OF THE.PERIMETER SI�Pr.>vDED CEIUNa ICAL STRUT AT rZ `\ / i 41 6` 6" - - WITH 4rFFOWAY IED ATEM 5KM1NG FROM O.C.E MAIN AY — IN DOOR —3-Ur F.G.INSULATION t OPTION RUNNER TO THE STRUCTURE OVER. BEGIN WrTHIN 6'-O" ---�•VT MTL 51UDS O 21"O.C. �2 N I - OF THE PERIMETER 5 2"FROM A C20SS MEMBER B/D"GYP.ORD. _ 5/e•M.SRO, I -- .'�V2•MTL 9TU09 O 2+'O.0 RAM OASE OPEN 5 1 —RAM DA5E a /• ADDITIONAL SWT H _ - �' LL I GANG LOCATION f-� —— -5/8'QYP.ORD.BOTH SIDES ENLAFGED FESTi�OOM FLAN A - EV, 107 5 p _ CENT Ex LINE 0F5T'�D CENT LINE OF STUD A SCALE I/2".I'-O" SCALE 1/4" = I' J' - — a I O \ e/D"TYPE WX .ORD. — 90FFR Llplli DAR ✓� gorm USM EAR MRROR MRIDR O tt{{ 3" CROSS MEMBER5 BcTWEEN \ StI MAX MNN RUNNERS AT 4'-O"O.C. -----3VZ F.G.IN6UTA1pN fl 9 BALK OMAOM wy:SPL �• ---3-V2•GATT INSUL IN SOUND ATTENUATION WALLS M/IDR 6'"a�MAX SUPPORT WITH 112 WIRE AT 4'-0"D.C. i DATE. 615196 MIRA7► --- ,� r ',U OR WITH 110 WIRE AT 5'-O"O.C. &COVED RUDDER -- —4'RUOeER S/SE-TYP. 4'RIJBOER PA9GTYf. T * — COUNTERSLOPE HNuGER$IF MORE OABE•M. RUNNER CHANNEL ATTACH DOTTOM TRACK TO FLOOR WITH - r THAN I*OU1 OF PLUMD KED i0 FLOOR �—POWDER CRNEN ANLHCPS AT 24.O.C. p r ADA ADA SECURE ALL HAIJGERS TO bLDO.— SHEET VINYL ���AtTAL ARPETAND PAD —FlWSH FLOOR Durham Rd 11100,7228 f- 64NK ED BINt ED UNDERCUT L"IOR AS- FIN,FLOOR ELECTRICAL OU"LET STKULTURE OR A TRAPEZE FOR --� FINI5H FLOOR-TOP OF S.AD UP96.00333/4181457,MEC96.102 �"" °N� REQUIRED TO CLEAR OR JUNCTION BUX DUCT AND/OR PIPE WORK }} b N WALI.TO SJPPORT IN WALL TOO SUFFOrl FLCOP.FINISH 7 of H r • i I � � ` .v \�, COUNTER COUNTER ^�'��N ^�'��' ^���` ^�tTICIAM. �TANC>Af�D MOUNTING HEIGHTS 5U5I ENDED CEILING f3tKACING TOILET FM. ���ALL SECTION - TYI�ICAL WALL SECTION N \ ti --- .. - H --6_RUDDER DASE 6 RUDDER OAS! — — — — -- - _ _ } SCALE 1' I -0'_ 1 = - ,� — r6• - r-e •' LAw�eAee SCALE 1/2 1'-0' SCALE - 1' 0" � r, �Aaw NOl"E. ALL CONNECTION DEVICES TO 8E t-LEV. 103/106 �V. 102/105 1'P�'OVED TYPE AND HAVE 100 CAPACITY N.T.C. �`. ( — EL V EAST ELEV. (c T tLty — SOUTH E EV,_ SCALE vi­.r-o" SCALE V2"-r-Or 102/105 WOMEN 103/106 MEN NOTICE: INGTASCLEARASTHISNOTICE IIIILII li lllll'I IIIIIII IIII�IIIIIIIII IIIIIII IIIIIIf IIIIIIIIIIII VIII IIIII-1I1116 MAGES1�iII�I-IIIhIV IIIIIIiIIII IgflI111� I ^I„' I- 10 I' 11 I I �� �\ / -- ---11 I_ JZ`1 - --L_--- l . I � I I�I JI1 I� I 1lr�rhll�t�rlllr 111 111 r r IrI IiI Ii Ii 1Ii i i� L1eC, �C� Q'J� IT IS DUE TO THE QUALITY OF THE _ . -- — -r — --- -- --- .-..-- _ -- - -- -- — —No 36 -- --. ORIGINAL DOCUMENT �E Z 8ffZ LZ 9jZ �Z 6lZ E Z i�Z �h ei��Bt Ll 9(T 4t f�T Elt Lt 11�t 1i�Iu. IIIIIIIII ILII 11111111111111111 ILII IIIIIIIII Iillllill IIIIIIIII ILII ILII ILII IIII�IIIIIIIII�IIIIIIIII IIIIIIIII 111111111111111111 IIIIIIII11IIIIILII IIIIIIIII IIIIIII111113111,1111111 lllllll�llILII VIII Illllilll1�111111111�111 1 1W11Wlllll�lll►111 2 f �� • I I � �� 3 c... II O C 12 0 � 11 BAY5 9 5' EA. = 275'-0 " _ � -- _ i I 1 i I PPOJECT 96200 I I I I � w 1 I I I O o i I , I I I U I I L1L I I 1 , I Q METAL HALIDE FD(TURES I S I o (j) . ,- o _ _ I n I o � I I � r x d FLUORESCENT �"' I I ! ' FD TURIES ' r X B'FLUORESCENT ]N O I METAL KkI FDRURE5 Q < 11) -, f17tTl1RE� I I Q I 0'9 I 11^^ I I S o9 O I 1 I I o I I N O Ln � N I 1 I I I I I I I I I I I I I I I I I I (E I�I _4 x e SKYLE METAL MAINOE FRUREs _ _ -- - _ -- 0 a0 0 0 4 X e 3xYlRE 4 x D SKYLITE �0 III I I I I I I I Q I I 0 1 I II _ I - 1 I - I A• Q I ' ' METAL HALIDE I I ! Q FIXTURES I r x d FLUORESCENT FRTURES A I I 1� I 1 I J I 1 I SYRK• MAl�1 � `— o i _ - I r x ry SCETT I - SPA?K MAlA7 I I I ' ' FATURES 11 I - A - -A - METAL HALIDE ' - fDNTURES I - I I A I I A I 1 1 � _ - 1 O w Lu- - V cs L LU REFLECTED CEILING PLAN cII a) -3-VZ 24 GA METAL STUDS AT a-O.O.C. - OL TAIT_ TO BLDG STRUCTURE AWYE FOR 1 , 7.5• ,-}• SCALE I/8" = 1'-0" �J . WALLS LOW"THAN IZ-a LL- n o CLEAR CLEAR • /JEfAI ,CEJUTReL MoD• 46 I55�cdRoME t'VCI" Fb (164OS WTHDUT INTERSECTING WALLS J O m p cs +o• F t� �3 -T-� I z S^ __3 —� - - I nE sT'oP �o a.yfd�Soi! AT DATA TION W TON 4'CENTExCJ Ov;R scuuD �.1 p�� ATTENUATION WALLS � � ��� °it BLOCKING TYr.O FASTEWNG FOINT9 � � �N 0 -- �\ EXISTING SUsrENDED CELM r �D 01 p DACKLPLASH 51W rLYW O0 DECK - - --- -- N — ' — — _ FLOOR MID/OR ROOF STRUCTURE B ' L- -e --' (V) -` - 1 Z U' TE r I S,'OLIZER 13AX BET.VEEN --61X15TS O Ci O.C. ? 1 SINK 1 C ~ 1 I T \ hDDIS AT FEWMETER hT ALI MAIN i --_ LOCATE CWCCTLY OVER STUDG �E�I✓I��J4IO'1/105 —D"ft3.INSIMTK)N109/106 Ana F ADl F 3•VZ DATT IIJSUL IN SOUIID ATTENUArbN wAiLs WITHIN 8"OF THS PERIME1tRWOMEN MEN ` ' ZI REMIN 6• APPII:OVED VERTIC.•L STRUT AT IP•{7'O.C.EA.WAY ----3 V2'FG NhUTATON CITYcl 13 \ \ 4 WITH 4 WAY LATER�L BRACING FROM THE MAIN ...............••••.• •••— OrTHr ......... — - - �RUNNER TO THE STRUCTURE OVER. BEGIN WRHIN 6'•0" —�Vz'MTL STUDS 0 24"O.G Approved.•�•••••••• ••••' ....( 1� MIA RASE OrEN DARE rLAIA BASE /�' I ADDITIONAL SWI7 H OF THE rERIMETER.b 2'FROM A CROSS MEMBER B/e"�•BTO. �-- DIB'CNY►.BRD. I --v 111-1111 Itio�Nly AppfGVctl W d rGANG LOCATION D/H'ER ORD.BOTH 5�, the Wch l` ed.�� 1 CENTER UNE . STUD ;[a ENLARGED f�EST1?OOM PLAN A ELEV. 107 O �T- - CENTElLIEOF?T110 FI'; r :O `q :.::.:::::.::.::::•1:•:::::::: [ ' — S. / <.x Fallow [ [ —. 7 5C.`I.5 u2"=r �--T- - C AtiTtch.... O!J 0 SCALE 1/4" = I'-0" �i'� - � -- -- 2 z Z.s' I \ !le TYrE wR BRD,— \ !( / dob Addrucs: . l/V/ —_ ►UOmR fin• \ R uewr 9o►m upw MR I t CROSS MEMBERS BETWEEN WFIT _ �.T 1 MNN RUNN,:R5 �� MAIN RUNNEK5 AT 4'-t."O.C. 3-VZ F.G.N6ULATION 3•V2•BATT INSUL IN SOUND ATTENUATION WALLS O — 9 eACK B`� - I ♦ 6-0"MAX SUPPORT WITH 112 WIRE AT 4'-0"O.c. DATE: 6/5/96 A•RROR r / -OR WITH 00 WIRE AT 5'-r7.O.C. rY COVED RLDDEK 4•REDDER BASE•M. —4•REDDER DASE•M. COUNTERSLOrE HANGERS IF MORE DASE•tYf• RUNNER CHANNEL ATTACH BOTTOM TRACK TO FLOOR WrTH * _ F-0 , ` J� THAN t6 OUT OF PLUMB ATTACHED TO FLOOR POWDER DRIVEN/VNCHL?RS AT 2Y 0 C. Durham Rd 0100,7228 r SECURE ALL HANGERS TO 1511 - s�M�R CARS�TAD FINISH iLOOR UP98.003331418 457,MEC96-002 P L Y-rte I r r pMiRpvED UNDERCUT DOOR A5 FIN.FLOOR ELECTRICAL OUTLET STRUCTURE OR h TRAPEZE FOR FINISH FLOOR-TOF OF SLAD 8 of 8 REQUIRED TO CLEAR OR JUNCTION BCX DUCT MID/OR PIPE WORK /-MEAAL•LDRAGKET TOILET 12M WALL SECTION TYPICAL WALL SECTION --��—--�- - —� --'� t��� METAL V ff.&-X T FLOOR FINISH _i . ;N WALL TO SUFr0KT N WAIL To 5umIrT I' = i ��NDER COUNTERv STANDARD �v1UUNTING HEIGHTS SUSPENDED CEILING BRACING _ rtAeTt LAx tv nnsTr LAM. I nwti*k wt rV er c INA N a \ g RUDDER eAse — e aee[x BasE 3 _-- ` L _ N SCALE I" = I -G° 1� N� -a--- I r Y. — LAS. SCALE 1/2" = 1'-0" NOTE: ALL CONNECTION DEVICES TO DE UBC SCALE C A . , V. I /IQ� APPROVED "TYPE AND HAVE 1000 CAPACITY N.T.C. ��lOBTH IE_FV_ �T FI-EV•- _ �rIITH ELEV 5mc yr=r•o" scuE v2' ro• 102/105 WOMEN C 9CA"V'".r4 1031106 MEN NOTICE: IF THE PRINT OR TYPE ON ANY TI- I l r III III III III III 1 i 1 I I III III I r I l t III rl rz ►� 1 � 1 ► iIfII1I_I � II ► s If ► � II � B ! 1 II � III �1 �� n IMAGE IS NOT AS CLEAR AS THIS NOTICE, -_-- — - -----_1----- _ ___ _ --�---- --� -- -- 01 - -------- 1-'� �� L�� IT IS DUE TO THE QUALIT`/OF THE "°'e ORIGINAL DOCUMENT t�z 9�a �Z ib Z E1Z c oda e t eft "I'l z [ � e4 �ti s s� t��iIIIIIli I�I� IIII II II.III1IIII� � 101II1-1I�IIIIIII IIII II�IIIIIII�II ��I�IIIII I�IIII�I IIIIIIII II�� IIIIII� IIII�III� IIII lu��llll►III�!IIIIIIIIIIIII I�Il�lllllll�IluI�11��I��1�;�i1t111.:W� 11ll�L�I11llIuIIIIIINIII