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6650 SW REDWOOD LANE BLDG 240 ' — C; I PACTw w 00 II`— O N Q [� a --� QINDEX OE DRAWINGS _ _ �� 00AC iA NT N O •� O fV�—J W o m M 0 En o 0 1() •` a ARCHITECTURAL DRAWINGS � 0 0 O • L I . ED w 2a _ A2,lA FIRST FLOOR PLAN BLDG 240BNoo�� l 0/ 2411 A2,2A SECOND FLOOR PLAN BLDG 240 Q c u cc, roti A2.3A THIRD FLOOR PLAN BLDG 240 �� i 1 A2,1B FIRST FLOOR PLAN BLDG 241 IL C C 'a To (C— ) _W p ON A2,2B SECOND FLUOR PLAN BLDG 241 0 m m N� A2,3B THIRD FLOOR PLAN BLDG 241 N r` (L� no F(I A2.4 QO❑F PLAN (FOR REFERENCE ONLY) YU V1p m C r��,, A3,1 ELEVATIONS (FOR REFERENCE ONLY) t p r- Q urnt o oto of A4,1 WALL SECTIONS (FOR REFERENCE ONLY) Q O a a A5.1 WINDOW SCHEDULE (FOR REFERENCE ONLY) -" --� A6,1 DOOR & WINDOW DETAILS -_ A6.2 COLUMN DETAILS (FOR RE ERENCE ONLY) W - - R DETAILS i D AOR C C. CO', A6.3 - -- - - --- -- EggIII !11iq!;lH1iTilTl9 Il�tq�!il'.71 lll_ A6,4 ROOF DETAILS —=-=--- __ --- =- — -- A6,5 MISCELLANEOUS DETAILS A6.6 MISCELLANEOUS DETAILS (F NLY> r R FE .N ❑ _. A7 �/ STAIR PUNS STAIR/ELEVATOR SECTIONS uluc W, _ N i _ I = I L �47 � CENTER STAIR (q3) PLAN SECTIONS I/ NTERIOR ELEVATIONS Q A8.1 NAP TOILET ENLARGED GED DILE ROOM PLANS - - . _ ------- — ---- ( '" :- �•- nl,i,: T - -- A9,lA FIRST FLOOR REFLECTED CEILING PLAN BLDG 240 REAM w -- 4[u121I1 .1 Qilllr �__ 1 I J 11Iu�T1GJilG Ilu.J�__i_ I — - ---- ----1 ------ I .- -_- _ - _ - - -- - i `� ( �; _ -_� _fil llllf = A9.2A SEC❑ND FLOOR REFLECTED CEILING PLAN BLDG 240 A9,3A THIRD F!_O❑R REFLECTED CEILING PLAN BLDG 240 Q Q A9,1B FIRST FLOOR REFLECTED CEILING PLAN BLDG 241 O W I I _ - I I _ _ - •= A9,2B SECOND 1-LOOR RF_FLECTED CEILING PLAN BLDG 241 N _ - _ _� A9,3B HIRD FL70R REFLECTED CEILING PLAN BLDG 241 ! , GA s RAI - - -- } — ---- — -- I \ A I.0 — I L I 3 14 55 c� c� I1 or Q t-%%Sj REVISEDIR 1 ' PERMIT 9 m"ArRCH 147 19951`� SYMBOLS AND REFERENCES _ SECTIONS BUILDING SECTION KEY MARKS 1 SHEET # �' Z SUB-CATEGORY CATEGORY Li CODE _ ANALYSIS _ - SECTION V) SASED ON STATE OF OREGON 1993 EDITION 2 STRUCTURAL SPECIALTY CODE SEC'.T 1N KEY MAftk, 3 SHEET "� 199, UNIFORM BUILDING CODE - SUB-CATEGOF_i_Y Lj L� CATEGORY > O OCCUPANCY B2 - OFFICE BUILDING f^t, L0NS T RU1:i IL1N I YPE TYPE III - ONE-HOUR DETAIL# Ei-EVATION KE" MARKS I F,L.:_GWABL_I FLL I?N AREA 18,000 SQ. FT, SHEET AREA INCREASEES MULTIPLE arORY - !G0% SU8-CAIE.UuRY SEPARATION ON 4 :IDES - 1(JO% --`- CATEGi�_I2_Y_ --.• TOTAL_ ALLOWABLE FLOOR AREA 72,000 SQ, FT. ~ - ARCHITECTURAL GROSS AREA 57507 SQ. r T, DETAIL# DETAIL REFERENCE MARKS 7 2 SHEET BUILDING HEIGHT -ALLOWABLE 65' - 0' (4-STORIES) -PROVIDED 54' - 0' (3-STORIES) SUB-CATEGORY CATEGORY - PARKING PROVIDED BLDG 240 BLDG 241 ROOM NAME / -HANDICAPPED 7 7 ,� -REGULAR 243 181 CORRIDOR TOTAL PARKING SPACES 250 188 ROOM REFERENCE MARKS 107 F-75 9'--6" ! CEILING HEIGHT THE BUILDING IS TOTALLY FIRE SPRINKLED. plop AREA OF WORK �-��, FINISH GROUP o>,�, FIRE RESISTIVE SUBSTITUTION (UBC 508) IS UTILIZED, -' S ^hg, �A►t .'�•,„� FIRE RESISTIVE REQUIREMENTS ROOM �o 'O• ` DATE: # �cr Ffl'lo•. � ' ••••..,,•••..,•••",,,•� 6/3/94 Ell' J06 EXTERIOR WALLS NON-RATED ��"`�►, " •7 DRAWN BY: r PACIf� --” INTE TA rC-� INTERIOR BEARING WALLS NON-RATED WINDOW REFERENCE MARK ( A ) @y ��c � �^ � _ 5BM/SLD/DMM CORP ��`bREGON C7 Twp I,o,c pf00� CENT `� r ��•_ - STRUCTURAL FRAME NON-RATED J �1 CHECKED BY: �\ BUSINESS •' o �h� PARK I _ "-- _ DOOR REFERENCE MARK 101 V ' ',� s; ' r'4'1 - `� �� SHAFT EtJCL❑SURES ONE-H❑UR \ 0 PPA D�,W J d'u: 3 `� YO REVISION •=: `J / - - „� o•. ,o� . FLOORS NON-RATED � J 1 Us •,�,K, „ � - f �� ( � \ � �_J`�j . Y (� h EDITION STAIR ENCLOSURES ONE-HOUR I' �, SJ a CLOSING OREGON ` i� �J bV) u') - DATE: 0i Y �' 1---0� BUSINESS ROOF NON-RATED ( . SjS� �,Y�I T $ j 1 PARK I 7 12 54 -- w c---- �`--- /nr--�, 1,ND�uc,ui-- ---�'= �---- - q 1�,. ^�,.r� —� _ ----'--'�erwur '^ 6 RA t f �fr-� A -� A1.0 2_ X 8/3/94 M 3/14/95 3 X 1 ?_5 95 DRAWING CRITERIA (,., . •u �Ir--____ H N � � — - � 4 X 1/25/95 ALL LARGE SCALE DRAWINGS (30x42) ARE TO BE 1DENT?F1ED BY TWO �E 5 X 1/27/95 CD PACTRUST DIGITS AS FOLLOWS: �� _ 613/14Z95 BUSINESS s� 74114 AVE" OREGON \`� q•< CENTER BUSINESSA. CATEGORY LETTER REFERING TO THE DISCIPLINE OR MAJOR PARK III \ r DIVISION. TO Tec 1 d 11 SD. CIVIL - SHE DEVELOPMENT SITE DATA ARCHITECT MAORI AL LRICIA M ASRVI".D S,P C � --'--•-- S. STRUCTURAL t99�, ALL RICHiS RE:ERVED 3 — -- -- THE'SE DRAW. AI. THE PROPERTY OF A. ARCHFrECTURAL ca M. MECHANICAL MAMENZIE/Shlo A A3S("TES, PC (MS BUILDING HEIGHT 54' -0' A)AND ARE NOT TO BI. USED OR REPRO �j E. ELECTRICAL DUr.EO IN AM MMNER, EXCEPT WITH THE L. LANDSCAPE MACKENZIE/SAITO AND ASSOCIATES PRIOR WRITTEN PERMISSION OF M$A FIRST FLOOR ELEVATION 192'-0' BLDG 240, 176'-6' BLDG 241 SHEET VICINITY MAP 0690 S.W. Bancroft Street I TOP OF BUILDING ELEVATION 246'-0' BLDG 240, 230'-6 BLDG 241 B. SUB-CATEGORY NUMBER REFERRING TO TYPE OF DRA'NING OR Portland, Oregon 97201 q NTS GROUPING (ARCH ITr:CTURAL/STRUCTURAL ONLY). BUILDING FOOTPRINT 22.,222 SQ. FT, P.O. k30X 69039 S 1. GENERAL Portland, Oregon 97201-0039 SITE AREA 3,7 ACRES (BLDG 240) 2,6 ACRES (BLDG 241) 2. SMALL SCALE PLANS n Al • < 3. ELEVATIONS Phone: 503 2.4-9570 H Q 0 LANDSCAPE/NATUPAL AREA 29% (BLDG 240) L7% (BLDG 241) 4. WALL SECTIONS (AND STRUCTURAL DETAILS) � • 5. WINDOW SCHEDULE Fox: X503) 27.8-1285 0 8. DETAILS 00 r FDWOOD LN., „50 7. STAIR SECTIONS, PLANS, AND DETAILS Gr 1 o r uP 9a-o3oe(AI n zaoJ 8. LARGE SCALE PLANS AND INTERIOR ELEVATIONS It : OF 23 9. REFLECTED CEt)_ING PLANS JOB NO. UN (LJ ' OUOIA PKWY, 15350 1,1 JP 94-0301 (BLD(, 241) 29404 .04 AS REVISED FOR CORE PERMIT 3/14 95 MICRO III,III,I CH 'woltm�I�I ,� IIIIIII��IIII Illjlllll�lllllll IIIIIIIMA I11111911111111111119111111111 IIIIIIIIIII I IIIIIII�IIIII F �,I,I,I,i,l,l,l I Ij{IIIIIIIIII IJIIIII�I�III� l�nlulflimlfii !fnlunlnflliliflififlfnf Ififlniliiffflrui►nili�f� ififhnflffiflffnhnfliiulffifliuiliffl fifilfif!IuliliffflffiflffulnIllfifflfIiilnnlum III IIII 11111111111111111111111111111111llr;� nnhuilnnliimm�lnnmfllnnlmlhf!Ilnnlnllmllhulln 1 J5. ••- r.---...-..w-.•-..-rte i� w--_�.._w-wr-.w...•_� w_rr_-�w.wr._____a_r.va•_.+n�r.- .r.r.�-.w.-+w.w._.-...-�� . •rr•�..r.r-•w.._nr�_rr-. _ _ ___ �- 1 2 3 4 5 67 8 < 9> 10 _ . - - 243'-5" ! -- ---- --- -- ---- - - ----- --- - 1'--8 1/2" 30' 0" -. -- 30'--0" 30'-0' - - - 15'-0" - -- - -- 30'-0" --15'-0 -1 -- -- - 30'-0" 300' j� 30'-0" 1 ' 8 1/2" W of - _ 'I EE ' 3 a c N 11 11 9.1 A4.1 11 5 c x N i o '� m N TV ff ------- _ I � o 1 3 RAI_ S RA2 I A6.5 M HAN A 1 11U F3 K) - -- _ t -- ---- • • Yl 6. Cl NFERENCE PIG _ M �C) �I o PIG i �8'-1� MECHA CA ,\ 10 O • 1 • i I 15 120 F4 n 110 F3 �� F-- rn� I 0 10 A6.5 P1J_ In ELEV. EQUIIP. o_ GRID d O^ t y Q C .�r r� i - PIJ 2° - 109 F8 I 10'-11 5/8 (/� Q L_ rn rn --------- -- I _ ` - U C - - - - --- 4 - - - - a 6' C>' 6' 1 U'-10' ✓3' 1 - 4 18' t I 8'-10 1 2" 1•_ W p O N T - O �r -----� �- • m CIN i _ 1 1 1 4" Ilo I N m oI SPRINKLER RM ! ��'CORRIDOR Pu 3,-0' 109 _U MECH ELEC. Z m ' O o 116 F3 \" 1 6 7'1 I .I 119 F4 '- CLR PtJ2 I `--s" ,� ,�� 110 F3 - I W ? o /� i IIe 1 9 1 -o 3'-7 1 _ _ l _ N N L.R 1 - Pic l'J 3' I 17. j _ COL t r� R p 06 8 PIH . PiFi Ptp �JC-- - -- --- I -- -_ _ - <D> - -- - - --- Q O rn t 0 JY R 3 QOCl tL C n, PIG -- - - -� PIA PIA PIA - - - ?-I G_ LEASE SPACE W O L It� i t 1 15 � 1 9 -W �� 1 O ♦ �_ u A7.1 s6 5 I� LEASE SPACE ORRI OR IIH! I M II 21 121 F5 A7.1 OPP o PIc 9'-4" 2W-4" 4' 117 F5 118 F4' '-11 �' _ A6.5 I 15 or� in I 15 -- - I A6.5 20'-4 9 -4" {16.5 ELEV. #2. - U I --- - J. jj ! E O PIA I r I\ -- - - ;� PIA_ - - - 7-- STAIRI - H W �`p-- PIH PIA - - 1 '*' c� ''T R N ER PIA 'D 2 -3" STAIR 2 --- -t 1 N ELEV. L0884' O8B �--- 3 \ `t UP PIA 107 F9 104 F9 I 7 "' _ % �.r, 115 F9 v o r�, \I 15 1 ,3 F6 ARI I ` �� PID PIA UP PIA \I 3 I A6.1 /11 - I to - PIA IIs ^ A6.1 o F ^ PIA 2 PtA n ELEV. #1 v 111 OMEN 1 1 Ml �� A6'S SIM w 21 A:.5 9.1 1 �. ^ I I I \ 21 IIIo4 I i p _ 21 I PIA -� pp PIA a� 4t Its) tt2 oC PIA 10B .. _ 02 i - G - - 3 ao I _ PIA PIA_ I r 9.1 r CORRIDOR 4 / \/ - - I o - - 3 03 ro t JANITOR PIs ' - - - Q, \ \ 1I16 F4 -11 bl 5 1 CORRIDOR b 4 I 1 t4 i l 4) COR 9.1 L,J tIo I I ® I 102 F4,VARIES I I 2.1 2 108 F2 r '_11 I It I �! Q 1- {I14 F4 tOIU I I a U 4 PIA `�;u I I D o IT PIA I I PIA -_i L-LL, i I r PIA ^' I g toy - A i13 J 8 t-- 0 ` �1 `-�- 8 N I A6.S SIM A6.5 I 21 7.' 81 2 21 21 A6.5 SIM U i i 1 ! 2.3 H 2.1 2 ' i Q D Z 2.1 - j O 1 PIA 21 i Q - I - - - - - -- - - - - --- `v _ , m u - E- LEASE SPACE 21 0 .� ! LEASE SPACE i `''JOPP. HAND _ o I ! 105 F5 8'-11" 4 I 11 u F5 8'-1 t" I I A6.2 m U ¢ 21 I I U II n / OH VO I L31 ! I 8 B1 ! c I A2 �-t ' C r A6.2 + tea 6.2 A2 �- I o OPP. HAND -] 'S ! Q ^( O ( _ LOBBY A6.5 [101 F6 AR1E i i ; i AS.2 - I - -- - - ----- - -- -- - - - - -- - --- - - - - - --- -- O 0 ---- -- FD PIA o I O Al I � I i � � � � A.1 � � � O � � � ON OPP. A y o; 17PP. LIANC OPP. HAND B I -r -� - - - - - -- - - - �i I B i i -+- 1 fes-_ -_--- - - I OD M 11 If OD J00 OPP. HAND �gJ � � 1 8 1 2 \`yy A4.I A6.2 Aei A4,1 I A9.tA WALL LEGEND B FIRST FLOOR PLAN (240) A -�' �` KEYNOTES r----" - FULL HEIGHT WALLS TO STRUCTURE � 7'1 A2't _ - ----� - TUNNEL t2/t/a4 j 1. FIRE EXTINGUISHER AND CABINET. MOUNT TOP OF NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS 1 CABINET 60" A.F.F. SEE DETAIL 16/A6.5 - 'A�ALLS UP TO CEILING 20 9.1 °� 2. INSIDE FACE OF SHAFT NOTED OTHERWISE t.., 3. LOW/HIGH DRINKING FOUNTAINS 4. FACE OF STUD - PARTITION CONSTRUCTION I - -- 5. PROVIDE FIRE TION SPRINKLER ACCESS PANEL COORDINATE ' SIZE AND LOCATION WITH F!Rr- SPQNKLER CONTRACTOR. l(�✓�� A. (PIA) 1 . FIRE TEST F.M. WP-45, 6-19-68 I 6. PROVIDE ACCESS PANEL TO i%.A'M- SPACE VERIFY SIZE & LOCATION W/ OWNER I 5/8" GYP. BD. TYPE "X" H. (PIH) 1 HR FIRE TEST GET, 1- 7--74 I 9 6' TYP _ --- RATED TUNNEL CONSTRUCTION " �X� v 7. 2'-0 x 2'-0 MOP SINK �;� - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. - 5/8" GYP. BD. TYPE "X" I D16 - 5/8" GYP. 8D TYPE "X - 2 1/2" 20 GA C-T OR C-H STUDS •".7 7_'-0" O.C. I 8. EDGE OF SLAB " - 1" SHAFT LINER 1- � 9• RECc'SSED WALK-OFF MAT - 3 1/2 BAT1 INSUL - 10. CONCRETE RETAINING WALL, SEE STRUCTURAL DATE: 'L 10'-0"f AFF TUNNEL HT _ .._» __--�- 11. FACE OF BRICK 6/3/94 B. (PIB) 1 HR FIRE TEST UBC U457 BETWEEN ROOMS 110A & 111) J. (P1J) 1 HR FIRE TEST F.M. WP-45, 6-19-68 I _ 9'-7* AFF MIN „ 3 RA2 C 12. PROVIDE 3 5/8" METAL STUDS & SOUND BATT INSUL W/ - 5/8" GYP. 8D. (USE TYPE 'X' BETWEEN ROOMS 110A & 111) - 5/8" GYP. BD. TYPE X i ! DRAWN BY: - 3 5/8- LO GA METAL STUDS AT 1'-4" O.C. - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. '�'t 7.1 \ H I 5/8" TYPE 'X' GYP BD. EA SIDE ON TOP OF CONC WALL TO STRUCTURE PPA / a/A2.1 I OP VINE IH ® MECH ROOM ONLY ,SBM - 3" SOUND BATT INSULATION - 3" SOUND BATT INSULATION I \ I Q ! ! 13. FLOOR DRAIN CENTER IN ROOM 1'-0" FROM WALL CHECKED BY: - 5/8 WATER RESISTANT GYP BD ABOVE (TYPE X GYP BD - 5/8 GYP. BD TYPE X SUSPENDED GYP CEILING O 8'-11 14 EX'fFNO RATED FULL HEIGHT WALL TO STRUCTURE ABOVE TUNNEL PPA o - BETWEEN ROOMS 110 & 111) CEMENT BACKER BOARD BELOW -11" AFF 15. TYPE 'X' GYP BD. ALL SURFACES UNDER STAIR CERAMIC LLE - 16• WALT_ CAP ® TOP OF TREADS '"� REVISION SEALANT EDITION 8'-11" DBL- ! - 17. EXTEND (1) TREAD PLUS 1'-0" & RETURN TO WALL IzIn(P C. (PIC) SOFT-IT ® SIM COND DOOR " CLOSING �t 18. EXTEND 1'-0 & RETURN TO WALL DATE: -• CERAMIC TILE i6 -- FRAME 19. INSIDE HANDRAIL CONTINUOUS - 5/8" WATER RESISTANT GYP. BD. 15 8'-5" AFF 20. RECESS MAIL BOXES BELOW LANDING AND EXTEND FIRE WALL 2 IMI 1 X 7 12 94 - 2 1/2" 20 GA METAL_ STUDS AT 1 -4" O.C. ! �-- - JAMB BEHIND BOXES. VERIFY SIZE NUMBER & LOCATION W/ OWNER'S REP. N - 2 1/2" 20 GA METAL STUDS AT 1'-4" O.C. -- - , I ,I�t,I 2 8 3 94 ., 3 I I" -SOFFIT WRAP AFTER DOOR 21. NO GYP BD BELOW 8'-0 ON TENANT SIDE OF ALL WALLS, TYP ALL - 5/8" WATER RESISTANT GYP. BD. ABOVE (CEMENT 17 '` 2.1 FRAME: IS IN PLACE 8/3/94 3 1/25Z95 FUTURE LEASE AREAS BACKER BOARD BELOW) / 4 POCKET DOOR HEAD 3 RAI 4 1/25/95 m - CERAMIC TILE - _6" TYP In o TYP -- -- � - 142.1a 1 1�2 1'-0" 6 X 11/27/95 1.3/14/95 D. (PID; - i- c:) - 5/8" WATER RESIST,,NT GYP. BD. 6 3 ttA4 - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. D11 LI4 /.- 3" SOUND BATT INSULATION (FLOORS 2 & 3 ONLY) -- - * 9 1 2 N 6'-" ( -- iTYP RATED WALL CONSTRUCTION /M - 5/8 GYP' BD. �O 4 4 MACKENZIE/SAITO &ASSMIATES,P.0 1 I- 2.1 Q r VARIES W/ LENGTH OF DOOR _ ` 1994. ALL RIGHTS RE-ERVED Q E (PIE) I 2.1C BLOCKING AS REQ'D FOR DOOR HARDWARE 3 RAs O O I IM [1 I A2.tA THESE ORAWINGS ARE THE PROPEE,TE OE ' 7- MACKEN71E/SMO h ASSCUATES• PC ((MS - 5/8 WATER RESISTANT GYP. BD. I I I� U 5' 0' 6' I. �- CLEARANCE FOR MAGNETIC HOLD-OPEN I/ZI/•3J A�AND ARE NOi i0 Bf. USED OR REPRO 3 - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. `D "' U ,1 1" TYP - '� CLR TYP ( `Dj- PRIORICEIN ANY MANNER, ON OF WITH THE - � � _' L 4 PRIOR WRITTEN PERMISSIGN OF M S A c7 5/8" WATER RESISTANT GYP. BD. 7'-0" CLR - _ _ -1 �k - - - - �� SHEET 4 - -T�' C7 Cl LJ L _ •- AL1A N F. (PIF) :t I �/ / 1 I - �, I ASTRAGAL Q - CERAMIC TILE 6" TY / ^ N � \ _ - 5/8" WATER RESISTANT GYP. BD. ABOVE (CEMENT -1 "' R 1fA1 'I v FUTURE DBL DOOR A O' " ) " '-FUTURE rnj ,-� I'- 1 DOOR AL1 A2 , 1 BACKER BOARD BELOW _ 'L' u, •- 2 1/2 20 GA METAL STUDS AT 1 -4 O.C. 1 FRAME - 5/8" WATER RESISTANT GYP. 8D. ,� 8 -� - ` CD CLR I' L- - �, 11 - \VERIFY W/ CO OL WRAP SUPPLIER DOOR FRAME 00 G. (PIG) W - 5/8" GYP. BD. A �t INSTALLATION 0 � REDWOOD LN ,8550 ENLARGED PLAN 2 ELEV LOOBY ENLARGEMENT A2•1A POCKET DOORJAMB " r w BUP 94-0307(BI-DG 240) - 3 5/8 20 GA METAL STUDS AT 1 -4 O.C. ___ � -_ 3/t4/t5 3 JON N0. z of 23 -- 5/8" GYP. BD. t - 3 1/2" BATT INSUL 2.1 1/4"= 1'-0" 2.1 .� 1 1/2"=1'-0" 294048.04 SEQUOIA PKWY, 15350 8[)P 94-0301 (BLDG.241) AS REVISED FOR CORE PERMIT 3/14/95 4 app A IYIF1'; r. I� I`I'1'1 j MICROHILMED i(lillll1llilll IiIIIIIIII l I Ill�l�l�lll�l I�I�Ill�lll�l�l 111111111:1116111111111I111 111111111 111 I I1111Ilillll 1111111�1�1�1 I�I�Ill�llillll Illllllllll{I I�Illllll�ill� i� M�m aHna '�Illllllllllll11111 Ii111111111111illillllll11111 IIIllllll IIIllllll 111111111 IIIllillllllll11111111111111111111111111111111111 111111111�I11111111111111!�Inli�Il�lllillllllt�lu�ll�l�nll�inl�inll��illlll tiilluillllnhlil Imhn�ilnllnnllllllnn unhnl nillllulllnlnnllnlhlnln� T� • "r 2 3 4 5 6 7 8 g 10 j M 1'-8 112" 30,-0,. - N - 15'-0' ''0' 0" 30'-0" -- -30'-0" i -8 1/2" v� In --- -- - W r I 1 - - ------ - W) 00 N 11 3 I Q co 11 9•' A4.1 x - -- I - � - -- v) o 0 0I I 15 HA. A •m CONFERENCE PIG - -6 0 4- m PIG 120 F4 8' 11 M HAN CAL `�. \,- O • m • I I5 c; 110 F3 10 • �. N^ IO A6.5 I P1J u ELEV. EOUPP. GRID I Q c � � �� P1J ,-, �r I 109 F8 2 5/8 `° 1 u'- I 1 5 8" � o °rn ?► -- - _ ----- - -- - 20 - - �- 1 - 4" 8' 1 1 2 8'-10 1/2" - i'-4" - - - -- - ----_ _ --- --_ - -- --- --- - Lij a- p O N _ 6'-0 6 _ 10'- 10 - 8 11 1/4' --�`-- - 110 I N ° m OA o SPRINKL R RM CORRIDOR Pt.a los L -$" m ` M 1 3 0' Q I J ?'-p MECH ELEC. Z 0 0 116 F3 8 6 7.1 I I iv 119 F4 CLF 6 1„ _ 2 - _L 110 F3 W 3 3 3'-7 1/2" I IIs - LR PIG 13 ) 12 } "v - - COL ON R D 1 6 Y 0 to c „ U - -- _ - `\' j - t 7 2 PIN p� _` p-1B A8.1 j O D 041 PIG S AIR- 3 PIA ---- - -- - - Q V m� o -~ a0a � N PIA PIA _ _ PIG �- 0D O L b ♦ lIe 1 I 1 15 �1\ 4 F1 _ 9 r W I I yi4 LEASE SPACE 1 A7.1 A6.5 y _- - I 21 121 -f A7.1 OPP 15 I I LEASE SPACE CORRI OR C PIHJ15� �� o -- 118 F4 11 A6.5 tc PIG 9' 4" o 4' 4" - 5 -- 7.1 -'� _ I A6.5 G „ ZCi'-•1" '-4' A6.5 N E - PIA I _ I PIH I PIA 21 PIA O - _ 1 107 F 9 r � - ---_-' � I T R,. N ER PtA � �� " 2 -3" STAIR 2 1 STAIR 1 ELEV. LOBB ,� o A6.1 1 M UP PIA 104 F9 15 - - 103 F6 ARI I ,I - PIA UP PIA 3 r 71 115 F9 v 0 1 1 ~ 17141 tG 2 I _ ELEV. 1 a I `O PIA OMEN _ A1E PID 115 \ 1 1 A6.1 ~ 21 A6.5 i 9.1 21 I PIA _ 10. U 111 1 t" 12\j F1 '-11" I A6- PIA 21 Sim �.J..� 2 i P °� I PIA a,I 104 I 112 O - I - I ~ � AuOR -- - - - Pgd� - j �j 660 4 I I CORRIDOR v o 3 03 i JANITOR 4rORFtIDOR106 F4 '-11 5 1 W I 102 F4 VARIES 1 4 I 2.I 2 ~ 108 F2 1 14 1 �"� I 11 I 9.1 Q I 1D v 4 I PIA -I 114 F4• 11 O w ' r � � I " D � Q 0 PIA I � I �' -i I I PIA /1 O o I (4)s - TG - g 21 A 21 tta `,J (V`� IM I A S 7.1 67.1 2 I (:2)1 -- A6.5 SIM U 0 2.3 1 .Q m0Z i I PIA13 Cj -- -- - - - -- -- 13 W _ - - 1 - - LEASE SPACE o.1 LEASE SPACE I OOPP. HAND 0 105 F5 '-11" 21 21 113 F5 '-11 6 D oCr o Ei A6.2 -- m I V 1I B1 o I 1 8 O Cr A6.5 B1 rt e-)4 \ / o i A2 A6.2 o l OPP, HAND 15 D LOBBY A6.5 B 1 Q O I _ 1 101 F6 ARIE \ I \ O A6.2 -� PYA _ PIA b O Al �! Cr _ 1 ON 1 OPP. HAND OPP. HAND � r .� � - - _ - - _ - � - - _ �-! r B 1 - O - - 1 _ I , 11 O �- _ - - - - - - _ - _ _ O � m OPP. HAND 9 00 w 1 8 1� 2 I A4.1, A6.2 A6..22 s 9.1 WALL LEGEND FIRST FLOOR PLAN (241) . KEYNOTES �---� - FULL HEIGHT WALLS TO STRUCTURE 7.1 _- 1/8"= V-0" 1. FIRE EXTINGUISHER AND CABINET. MOUNT 'COP OF ------- - TUNNEL 1 WALLS UP TO CEILING NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS 20 9.1 a CABINET 60" A.F.F. SEE DETAIL 16/A6.5 NOTED OTHERWISE 2. INSIDE FACE OF SHAFT 3. LOW/HIGH DRINKING FOUNTAINS PARTITION CONSTRUCTION I - _ i 4. FACE OF STUD ---IL--------- --- - � 5. PROVIDE FIRE RATED SPRINKLER ACCESS PANEL. COORDINATE -- A. (PIA) 1 HR FIRE TEST F.M. WP-45, 6-19-68 I - SIZE AND LOCATION WITH FIRE SPRINKLER CONTRACTOR. - - 5/8" GYP. BD. TYPE "X" H. (PIH) 1 HR FIRE TEST GET 1-7-74 { 6" TYP _ r C I. 6. PROVIDE ACCESS PANEL 1-0 CRAWL_ SPACE VERIFY SIZE & LOCATION W/ OWNER - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. - 5/8" GYP. BD. TYPE "X" i 19 18 0 7. 2'-0" x 2'-0" MOP SINK ©©CC - 5/8" GYP. BD TYPE "X - 2 1/2" 20 GA C-T OR C-H STUDS AT 2'-0" O.C. ` ; 16 i 8. EDGE OF SLAB 0 d```• - 3 1/2" BATT INSUL - 1" SHAFT LINER _- 9. RECESSED WALK-OFF MAT 10. CONCRETE RETAINING WALL, SEE STRUCTURAL DATE: B. (P1B) 1 HR FIRE TEST UBC U457 BETWEEN ROOMS 110A & 1111 J. fPIJ) 1 HR FIRE TEST F.M. WP-45, 6-19-68 I 11. FACE OF BRICK 6/3/94 - 5/8" GYP. BD. (USE TYPE 'X' BETWEEN ROOMS 110A & 111) -- 5/8" GYP. BD. TYPE "X" C - 12. PROVIDE 3 5/8" METAL STUDS & SOUND BATT INSUL W/ DRAWN F3Y: - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. --- 3 5/8" 20 GA METAL STUDS AT 1'-4" 0-C. 7'1 ; - OPh1NING 5/8" TYPE 'X' GYP BD. EA SIDE ON TOP OF CONIC WALL TO STrUCTURE DMM 3" SOUND BATT INSULATION 3" SOUND BATT INSULATION - O MECH ROOM ONLY - 5/8" WATER RESISTANT GYP BD ABOVE (TYPE 'X' GYP BD - 5/8" GYP. BD TYPE "X I '13. FLOOR DRAIN CENTER IN ROOM V-0" FROM, WALL. CHECKED BY: CD BETWEEN ROOMS 110 & 111) CEMENT BACKER BOARD BELOW --- ----- - -_ 14. EXTEND RATED FULL HEIGHT WALL TO STRUCTURE ABOVE TUNNEL DRW 15. TYPE 'X' GYP BD. ALL .SURFACES UNDER STAIR REVISION - CERAMIC TILE 16. WALL CAP ® TOP OF TREADS �1 EDITION �0 C. (PIC) 17, EXTEND (1) TREAD PLUS 1'-0" & RETURN TO WALL �3' CLOSING - CERAMIC TILE - 5/8" WATER RESISTANT GYP. BD. I __ 16 � 18. EXTEND 1'-0" & RETURN TO WALL $� DATE: 19. INSIDE HANDRAIL_ CONTINUOUS 15 20. RECESS MAIL BOXES BELOW LANDING AND EXTEND FIRE WALL 1 X 7/12/94 d- I - 2 1/2" 20 GA METAL STUDS AT 1'-4" O.C. 05 - 2 1/2" 20 GA METAL STUDS AT 1'-4" O.C. ( 3 BEHIND BOXES. VERIFY SIZE, NUMBER & LOCATION W/ OWNER'S REP. 2 X 8/3/94 CD - 5/8" WATER '.ESISTANT GYP. BD. ABOVE (CEMENT 17 2 1 21, NO GYP BD BELOW 8'-0" ON TENANT SIDE OF ALL WALLS, TYP ALL 3 X 1/25/95 Un BACKER BOARD BELOW) i - FUTURE LEASE AREAS 4 X 1 25 95 IT - CERAMIC TILE 6" TYP O TYP.,r - r� 1 27 95 D. (PID) ,� i� _..._ -- ,�-�r�-.. a RAS c� - 5/8" WATER RESISTANT GYP. BD. _ -- - -�-- A2.10 - 3 5/8" 20 GA METAL STUDS Ar V-4" O.C. ( 1/z>•�e - 3" SOUND BATT INSULATION (FLOCRS 2 & 3 ONLY) 4' 9 1/2" \ /-04 6'- "t -- TYP 1" f 5/8" GYP. BD. 4 71' �- VARIES W/ L NGTH OF DOOR MACK.dIE/S/u TT) 4 ASSOGATES,PC r� E. (P 1 E) \ 2.1 2.1 ( 1994, ALL RI.HTS RESERVED - --1 � THESE DRA4ING5 ARE THE PROPERTY Uf u - 5/8 WATER RESISTANT GYP. 80, v 5'- 0" MA"ENZIONTO& ASS,VlATES,PC P s A A4b ARF N% O BE USED OR REPRO 3 - 3 5/8' 20 GA METAL STUDS AT 1'-4" O.C. CLR TYP D�cEb IN ANY MANNER, EXCEPT WIT{THE PRIOR'A'RI REN PERMISSION OF 4 5 A to - 5/8" WATER RESISTANT GYP. BD. ----�- � SHEET Cu F. (PIF) Q - CERAMIC TILE i - 5/8" WATER RESISTANT GYP. BD. ABOVE (CEMENT o o, U BACKER BOARD BELOW) I A Z • 1 B Q - 2 1/2" 20 GA METAL STUDS AT 1'-4" O.C. - 5/8" WATER RESISTANT GYP. BD. OD It G. (PIG) OF 3 C:) - 5/8" GYP. BD. 0` 3 5/8" 20 GA METAL. STUDS AT 1'-4" O.C. ELEV LOBBY ENLARGEMENT JOB NO. o' - 5/8" GYP. 8D. ,2• _ 1/4'- 1'-0" 294048.04 Hiff)WGOD LN., 6650 - 3 1/2" BATT INSUL AS REVISED FOR CORE PERMIT 3/14195 '{UI'94-0300(BLDG. 240) i()F 23 91--QUOIA PKWY, 15350 RUP 94-0301 (BLDG 241) 11Y, (I ICROFILM D H I�Ilill�ill;�;l 11INT;lii I ill;�ll�l;l;lil I;I;III�i;l;:;l I;I;t1111IIJI I I,I;!JIII,I,I 1111111111i1i1 1 I;I�I,II�;I;� �I�III�Iij111'I1111;!II�III;�;i I I;�;I��1►;�ll I�II�I��II;I; INCcMADE IN CHINA �� t 3-ii __.Ti_ _" - 1111�111111111111i1�11111111111111�IIIIII�IIIIIIIIIIIl1111''IIIIIIIII�II11111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�III1111111111111111111111111111111111111111!IIIIIIII;1111111111111111111111111 I!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,IIIIIIIi111111IIII1111111111111111111111111111111�1111111t e ' 1Z 3 4 5 6 7 8 y> CL 10 U �--- 243'-4' 301-0" 301-0" - -30 u 15 -0" 301-0- 15 -0" 30'-0" - -- - - - ---- 30'-0 - - -.. 30'-0" -- - - Lr.l M LO co 11 6 ---------- 'Ar A6.2 OPP I 1 (5) A4.1 j A 2 A6.2 I I Q 0 N PP - 6 c� 1 O O N �+ I U vi x ata _-_- - _ -�-.. -- -- ----- -- - -- - -- -- - - --- -- 1A _ - I O .y a N o O J1 J1 J1 OPP. HAND I J1 \=/ A6..6 T 1 .., ` t'2o E I { G J1 - -- - - - - - --- -- - - � 0 Lnp + - - - - - f OPP. HAND DPP. HAND O OOPP. HAND J1 O OPP. NAND Q ` c: _ O O J1 J, B - - - -- - - - - - -- - - cn - - - - - ---- --- -- - _ - -- -- -- t I '� • rn Q TT-- 4 r C M 7'-6" 15'-0 7'-6' A6.1 1` to 0 o KI 8 3 RAI K1 +� I • V) 2 - J A2.Y 04 C n 0 ~ 3 RAI 2.2 C . 5 B/Vµ a .c : ^ � -- - _ -_ C } -- - --.. -- --- -- ---- -- - -- --- ---- Bi AY.2� I I-- 8/22/04 N _0 - -- /�/ I PIA PIA U --- 2'-9 _{� GRID 10'-1 t 5/8" LA.I p 0 N v� 6 10'-10° T-0"f- 6'-11 ' 8 _8 5 8" 9'-9 1� 8'-10 112 r '-4"it � m OrNo I 2 , N N, LEASE SPACE 7.1 C[ R E H/ELEr. A8.1 , Z m 0 0 I J1 - -_EASE SPACE 3 i 205 F5 '-11 _ - 9 Fz _ 213 F5 8' 11 J1 Y v uj .ov D DPP. HAN - T� i trrt- tJ PtB --- P18 - - - - PIA A6.5 --- -- - - - -- Q u a 0 2 (1` STAIR 3 PT AI PIA 9 w -_ ml 2 t- W Oz A7.1 f15 \ / 202 FID _� - 15 15 &A6 Q 0 a_ a A6.5 I I A615 15 A7.1 OPP i i 9' -4' 20'-4" ^" I-SUA v V 20'-4" 5'-4" C � (ECFV. #2•- �� IH 7PtA R 1 7.1 __... �,H - PIA 1c A6.5 a PIA STAI-,.,7 9 LEV. LOBBY I 7 F PIF I 214 F of M I - 1 -- 1 F6 /ARIE �- I I f 1A PID M\ Z O PIA i- - I OMEN MEN - 9 PIAOPP. HANDDN �� 15 a ELEV. !1- �. 210 F1 8' 11 21 F1 8'-11 I - A6.5 �/ ' PIA \ DN I -�M PIH ' PIH 1 - d Pl Irl 6 -0 - - --- - - Q CLR at ` 2 21 z11 0 `--® - 20 3 iH m T _ - _. - -214 - � - FUTURE CORRIDOR __ ORRIDOR 4 �j 203 F5 1 2,1 ( 2 3 F� _ JANITOR I � W c m I ��'-11" 9.2 \ ,� 20 4 2 8 F1 2U F5 VAP,IES ( 1 � 4 21 0l� 912 2 `° Q _ -- ^- ,_ _ - - --- -- --- -- -- J1 o c� iT J! A6.2 -PTA - I O OPP. HAN O 2 &21 2.3 1 A6.� « li \ j I 7.1 9.2 I U � Q t j Q0Z LY_ 7.1 J1 eA2 LEASE SPACE J1 LEASE SPACE 0 204 F5 11" 212 F5-8'-11� DO HAND L1.. ��IV � I ! 1 V a 2 a -- \ i % \A6�� A6.2 OKI ' rJ I t 1 3 4 -:�------- - ; i A6.2 o I OPP. HAN. OPP. HAND O _ I I �-/ - - -- - L 4L JL \ i O J1 \ \ / J1 O \ 100, I Q J1 J1 O I � I OPE. HA r` OPP• HAND OPP. HAND K r �, '�' I I K OPP. HAND N ~� I O OK j o L.- Q OPP. �-ANr ^ _ (, OPP. HAND - \ \ :t/tyo4 z A6.2 A4.1 A6.26.2J/ U WALL LEGEND 3 RA4 - -• FULL HEIGHT WALLS TO STRUCTURE SECOND FLOOR PLAN (2-x'10) 12/t/94 KEYNOTES r--�-� - TUNNEL ® - WALLS UP TO CEILING 1. FIRE EXTINGUISHER AND CABINET. MOUNT TOP OF NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS CABINET 60" A.F.F. SEE DETAIL 16/A6,5 /1/ NOTED OTHERWISE 2. INSIDE FACE OF SHAFTID PARTITION COj±l,STRUCfION A B 3. HI/LOW DRINKING FOUNTAINS 4. FACE OF STUD 5. RECESSED WALK-OFF MAT 1 / 7.1 7.1 -1 UA A. (PIA) 1 HR FIRE TEST F.M. WP-45, 6-19-68 6. FACE OF BRICK i -• 5/8" GYP. BD, TYPE "X" 14. ' " .,',';:, (PIH) 1 HR FIRE_ LEST GET, 1-7-74 -_� i 7. 2 -0" x 2'•-0 A40P SINK - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. - 5/8'' GYP. BD. TYPE "X" _ -- �.. 6 4 8. DIRECTORY, SEE OWNER'S PEP FOR ADDITIONAL INFO OPENING A6.1 �1 - 5/8" G(P. BD TYPE "X -- 2 1/2" 20 GA C-T OR C-H STUDS AT 2'-0" O.C. X -_ _ _ 9. TYPE X GYP BD ALL SURFACES ® STAIR - 3 1/2" BATT INSUL - 1 SHAFT LINER 9 - -T. 10. GLASS RAIL W 1 BRASS HAND RAIL r---- 11. EXTEND FULL HT WALL TO STRUCTURE ABOVE TUNNE'_ DATE: B. (P16) 1 HR FIRE TEST L1BC U457 BETWEEN ROOMS 110A & 111) J. (P1J) 1 HR FIRE TEST F.M. WP-45, 6-19--68 i 14 o' 12. EXTEND (1) -fPEAD PLUS 1'-0" & RETURN TO WALL 6/3/94 - 5/8" GYP. BD. (USE TYPE 'X' BETWEEN ROOMS 110A & 111) -- 528" GYP. BD. TYPE X' w 13. EXTEND 1'-O" & RETURN TO WALL DRAWN BY: - 3 5/8" 20 GA METAL STUDS AT 1'--4" O.C. - .3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. e��o4 U ' '14. INSIDE RAIL CONTINUOUS I I - PPA SBM - 3" SOUND BATT INSULATION - 3" SOUND BATF INSULATION � � � 15. NO GYP BD BELOW 8'-0" ON TENANT SIDE OF ALL WALLS, TYP ALL - 5/8" WATER RESISTANT GYP BD ABOVE (TYPE 'k' GYP BD - 578" GYP. BD TYPE "X - 10 ; FUTURE LEASE. AREAS CHECKED BY: CD BETWEEN ROOMS 110 & 111) CEMENT BACKER BOARD BELOW -- --- PPA Q, -- -- --'"` _ - _- - _ _ _ - ,_ REVISION o CERAMIC TILE GN � I EDITION r. C. (PIC) I RAI _ CLOSING - CERAMIC TILE ' PIA PIA 5/8" WATER RESISTANT GYP. BD. _ - __ � �� DATE: 4o 1 X 12 4 0 2 1/2" 20 GA METAL STUDS AT 1' 4" O.C. - i17/ 9 -- 2 1/2" 20 GA METAL STUDS AT ''-4" O.C. C i 10 -' 15 Rj1i1 2 8 �3/94 " f -- 5/8 WATER RESISTANT GYP. BO. ABOVE (CEMENT 7.1 I I A6.5 ` As.s 3 1/25/95 1n BACKER BOARD BELOW) ; i 8 yto/a4 4 1 25 95 M - CERAMIC TILE -z - - i ] 3 2 5 X 1 Z'27/95 +� -- -- -- - D. (PID) " ° 6" rYI 1/�4 6 X 3/14/95 Mo - 5/8 WATER RESISTANT GYP. BD. �M 3 11 3 5/8" 20 GA METAL STUDS AT ?'-4" O.C. N - 3 Au - 3" SOUND BATT INSULATION (FLOORS 2 & 3 ONLY) 12 ' A=AA a11;7" - 5/8" GYP. BD. W TY V �' I 1 4 MACKENZIE/SAITO! ASSOrIATES,P.0 1994, ALL RIGHTS Rf SFRVED - - THESE DRAWINGS ARE THE PROPERTY OF E. (PIE) - MACKENZIE SNiO a ASSOCIATES. PC MS 5/8" WATER RESISTANT GYP. BD. IU DUCED IN A//NY MANNER EXCEPT WITHTHE I Q ^I � / 8 1 '� � A)AND 'JtE NUT 10 9E USED OR REPkU 3 - 3 5 8" 20 GA METAL STUDS A T 1' - � � � / ~ / 4" O.C.�'C' '� A6.5 FRInR WRITTEN PERMISSION OF MSA - 5/A" WATER RESISTANT GYP. BD. ;3� 4 (UCL SHEET F. (PIF) r1T 2_.1 SIM _ I - - -- PIA � PIA - CERAMIC TILE - 5/8" WATER RESISTANT GYP. BD. ABOVE (CEMENT --- _ A2 , 2A U BACKER BOARD BELOW) L~�• -_ �- _-_ r �._ - _L J - 1 Q - 2 1/2" 20 GA METAL STUDS AT 1'-4" U.C. 5/8" WATER RESISTANT GYP. BD. 0 00 G. (PIG) - 5/8" GYP. BD. " ENLARGED PLAN 2 ENLARGED PLAN OF m -- 3 5/8" 20 GA METAL E TUDS AT 1 -4 O.C. - - - -- - 5/8" GYP. BD. 2.22.2 JOB NO. I /�� 294048.04 _F 23 LN 6650 AS REVISED FOR CORE PERMIT 3/14/95 RUP 94-0300(BLDG 240) - 3 1/2" BATT INSUL SEQUOIA PKWY, 15350 _. ._ _ ,. ... ..._. .. � ----..Y..-... .._..-._.-..._. _. -_ .._. __.. __. �._ ......... _ RUP 94-0301 (BLDG 241) MICROFILMED �► (�I M I AN MCH (� � 1jljT11j1j1 Ij1j11111j111 I Ij{;IjIIjIjIj � j1!1111111111 rlii�liniiiiiltii�imluiiiniihni�uiiiiiii iiiilim iinliiii iiiiliiii nnhiiiluniiliihnihuimiiL��nuliinjiiiilnuhnllini nnlni�ji�ulii�i�nliliiu�nl�liili�iililnil iiiilun inili�u�nnlnii nnl►lnli,nl�ilimilhnl►nninl,l�!�nllm�iuilnntinlh�nm� 1 " r 2 3 4 5 6 / : g 9 10 U - -- - f- 743'.- --- - - l 4" -i -- - - - -- - _- 30'-0' --- 15'_0^ 30'-0' Alf - _- 30'--0.. - -- 3U' -0" � 30'-p.. w - M � 4 5 5 3 8A ' S - 6 Q d CV lio 00 A6.6 A6.2 OPP Lj A4.1 A6 2� A6.2 -- HAND _40 1 x O M -. co J J1 J1 J1 J1 O 3 - I - + --- - --- - -_ _ (/� C] rn B jI N OPP. HAND A6.6 i _ _i - �I - 20- - - - I OOPP. HAND J1 OPP. HAi�D J1 J1 OPP. HAND J1 OO OPP. HAND Q a a �� - _�_.__.. ---- - - m __ -- -- 4 - 7'-6" 15'-0" 5'-2 3.14" M Q O c :� . o o I� m � 2 2.2 I •caZ- -Q Q I I o PIA - PIA 2'-9 � GRID` 1 1 5/8" - a- 6",0 10 I�! 9 U t 6'-1 1 8 8 5� -9--9 8 -1_0_ 1�" '-4" W . 0+N AS PA 7.1 CLR IME H ELEG. 1 N J1 lE .E S CE / U 1205 F5 '-11" \ 2 9 F3 A8.1 LEASE SPACE 13 O -- Op HA - OPP. HANE - - _ -- - - 213 F5 -11 1-4- i ,-PfH iJ P,B- - J1 U U vi O - - -- Pl® 5 m c... ` PIA -- t -- - - - -- - - - --- - *- _A6.5 p 2 r PIA _._ A7.1 2 STAIR 3 PIA) �- 9 15 2 2 L_ ( aco � 15 I I 202 F10 I I -- - 15 A7.1 Q O Lj I _ 14 A6.5 .�• Ex A6 5 15 OPP 9 _4 PIA 63.5 4° IELEV. y2 IH I 7 14 `,_6,•, �„ 20'-4" X 9'-4" A6,5 C _ - _ _.-- E - - PIH y� - _ 1C A6.5 - PIA PIA A6.5 - - - - STAIR 1 �- - ---�- I ^-I �7 F PIF , STAIR 2 -.._-- - j Ld o K1 / 206 F9 _ EV. LOBBY I 214 F9 1 `v;r J1 PIA _ 1 F6 ARIE I 1A PID \ ►\ 0 0 -- 9 15 -Z] - - c J I lul OMEN MEN 9 I r-- 6. DN A6.5 I I-+I a IELEV. 1- F4I _ PIA o OPP. HAND 210 F1 8' 11" 21 F1 8'-11 A6.5 DN T PIH IPIH - �_ O -_ I 61-0, I e --110 -- - - -- * - �- � 2tt Q � P IN CLR - - � Z 1 co FUTURE CORRIDOR 20 3 f - iH oho - �- Z21 _ O 1 x203 F5 '-11� 1 I 2.1 2 3 I JANI rOR ORRIDOR /-� -- -- - -- w �[ ao ! 9.2 0 F2 I 20 F5 VARIES -1 ] 1 (4 21 912 �"V w p �+ J1 A6 2 i I - L - - '�- r --/� _ \ --mak Q O w o I ZPF- UPP. HAN J1 O 4A6.5 3WON N222 ! 2.3 2.3 15i 9.2u Q \ ,/ B I CL QOZ ---- - - J1 A6.2 LEASE SPACE - - LEASE SPACE 204 F5 '-11" J1 212 F5 8'-11 OPP. HAND LIL_ H - - .--- _ � I - c \ ice•' i A6.2 A6.2 a6.2 o , OKI 4 - .. o \ ` � o OPP. HAND � OPP. HAND 0 � , � I 0 0 rt Z I JL Opp.JHA \ J1 OPP. HAND OPP. HAND 1 2 I K i K OPP. HAND O N - - -- - - _ / � 1 _ I - -- I 00 \')!"'P. HAND ` OPP. HAND ` ... t m 7 �_.. 7 1 2 `\_07 2 1,� 1 ,7i A6.2 A4.1 A6.� A4.1 0 WALL LEGEND ,j V) C--� - FULL HEIGHT WALL: TO STRUCTURE � SECOND FLOOR PLAN (241) - TUNNEL ®, - _ KEYNOTES - WALLS UP TO CEILING 1. FIRE EXTINGUISHER AND CABINET. MOUNT TOP OF � NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS CABINET 60" A.F.F. SEE DETAIL 16/A6.5 NOTED OTHERWISE 2. INSIDE FACE OF SHAFT % ! 3. HIAOW DRINKING FOUNTAINS PARTITION CONSTRUCTION A B 4. FACE OF STUD 1 C 7.1 7.1 5. RECESSED WALK-OFF MAT A. (PIA) 1 HR FIRE TEST F,M. WP-45, 6-19-68 » » 6. FACE: OF BRICK �. - 5/8 GYP. 60. TYPE X H. (PIH) 1 HR FIRE TEST GET, I-7-74 --- f » J 4 7. 2'-0" x 2'-0 MOP SINK 3 5/8" 20 CA METAL STUDS AT 1'-4" O.C. - 5/8" GYP. BD. TYPE "X" r I A. DIRECTORY SEE OWNER'S A6.1 WNE REP FOR ADDITIONAL INFO / ��• -- 5/8" GYP. BU TYPE "X - 2 1/2" 20 GAC •7 OR C-H STUDS AT 2'-0" O.C. I ,r OPENING * _ _ __ 9. TYPE X GYP BD ALL SURFACES ® STAIR - -s - _ - 3 1/2" BATT lNSUL - 1" SHAFT LINER I 10. GLN5:� RAIL W/ BRASS HAND RAIL \ 11. EXTEND i-!ILL HT WALL TO STRUCTURE ABOVE TUNNEL DATE- - 12. EXTEND (1) TREAD PLUS 1'-0" do RETURN TO WALL 5/3/94 B. (P1Q) 1 HR FIRE TEST UBC 0457 BETWEEN ROOMS 110.A do 111) J. (P1J) 1 HR FIRE TEST F.M. WP-45, 6-19-•68 14 I � I a i I - ------ - -- -- - -__-�--- , 5,/8" GYP. B0. (USE TYPE 'X' BETWEEN ROOMS 110A & 111; - 5/8" GYP. BD. TYPE "X" ---- 13 - / J 13. EXTEND 1'-U" & RETURN TO WALL DRAWN BY: - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. I l� I 14, INSIDE RAIL " & P%FUC!IS PPA, SBM, DMM - 3" SOUND BATT INSULATION -- 3" SOUND BATT INSULATION --- ------ � 15. NO GYP 6J BELOW 8 0" �N TENANT SIDE OF ALL WALLS, TYP ALL - 5/8" WATER RESISTANT GYP BD ABOVE (TYPE 'X' GYP BD - 5/8" GTP. BD TYPE "X --- - 1 - -� - ; FUTURE LEASE AREAS CHECKED BY: o BETWEEN ROOMS 110 & 111) CEMENT BACKER BOARD BELOW C? - CERAMIC TILE -- PPA, DRW �v C. (PI u) I \ - EDITION - ---- _ _ REVISION - CERAMIC TILT _ PIA PIA _ CLOSING 1,•7 - 5/8" WATER RESISTANT GYP. BD. -_._ -- __--- -_ __ I -- _-_--- � DATE: , 1 X.7/12/94 '� -- 2 1/2" 20 GA METAL STUDS AT 1'-4" O.C. 00 2 1/2" 20 GA METAL STUDS AT 1'-4" O.C. C - 10 15 - 5/8" WATER RESISTANT GYP. BD. ABOVE (CEMENT 7.1 2 X 8/3Z9 4 A6.s 3 X 1/25/95 10 BACKER BOARD BELOW) I � - CERAMIC TILE - I 4 X 1/25Z95 D. (PID) Z -- -- a RAt 511/27/95 o - 5/8" WATER RESISTANT GYP. BD. �� I `�i , f" 7Yi' 11 A2� 6 X 3 14/95 " STUDS AT 1'-4" O.C. i� 'f►- - 3 '� t/t7/aa 3 5/8 20 GA METAL l� 1 - 3 SOUND BATT INSULATION (FLOURS 2 k 3 QNLY) 12 IN 2.1 I x - 5/8" GYF), BD. i a 6" I q I TW -- -- E. ('PIE MACKENZIE/SAITO B ASSOCIATFS,P I I - 1994, ALL RIGHTS REStRVED THLSE DRAWIN�.,S ARE THE PROPERTY Uf �7 - 5/8" WATER RESISTANT GYP. BD. I� / p / n " �� KEEN ARE NOTO 0 S USED S. PC(M S - 3 5 8 2.0 GA METAL. STUDS AT 1'-4 O.C. IU. v \ � / - 5518" WATER RESISTANT GYP. BD. I A6.5 DZcEu IN AMY wwNER, Exr,EPT WITH tNE (17 3 4 PRIOR WRIt1EN PERMISSION OF M S A L11 I 2.tA Q F. (PIF) ;5 SIM PIAJ PIA SHEET - CL CERAMIC TILE I ! Q _ - 5/8" WATER RESISTANT GYP. C^. ABOVE (CEMENT I 1O - BACKER BOARD BELOW) Q 2 1/2" 20 GA METAL STUDS AT 1' 1.' O.C. I _ -1 � - 5/R" WATER RESISTANT GYP. BD. - --- _ A2 . 2B 00 o ' ,I- G__ (P7G)CD OF 3 - �/5/e"20 GA METAL STUDS AT 1'-4" SLC• _ ENLARGED PLAN _ 2 ENLARGED PLAN _ - 5/8" GYP. 8D. 2.2 1/4"=1'-0" 2,2 1/4"=1'-I)" JOB N0. REDWOOD LN 6650 - 3 1/2" BATT' INSUL BUP94.OIC II.DG. 240) 294048.04 5 OF 23 - ______._ _..___-___ _ .- --�____ .__ _,,._.-._ _. _ __ ._ __ _._ ._ • AS REVISED FOR CORE SEQUOIA PKWY, 15350 --- -- --.- - --- _. PERMIT �/1�/95 RUP 94-0301 (BLDG 241) I MICROFILMED ir1i1i11�i1i!i! iii1111�i!i1i i i111i1i�1!i11 i 1�11i11�11i1i� i1i1i1i�illil ! IiIiIil!Iill! IIIIII�,�I�I� 1 1111111111111 I Jill�i�t�t�i�i INC" MAD[0 CHINA -, n 21 n 31� �nlnliiunllir mlllllllllllinnlllnllnl tllllllll nllllnl I►II!IIII Itllhm IlnhlnlllllllmlllllLlllllllllllullluhillhlllllll! Ili!;,Inl�lunlnnlllllil�iiiIIIIImI Inllml Iluhnilmllnr im!ilnlinilnnilnlhniilllllnn nnlnnlnnlnuhnllnnm� !i 11431- 4'' � 30' 0" 30'--o 30' !I 1 I . I r" 15' 0' 30'-U' 50, 0, 41 5 7 3 2) 6. 7 �6.� '� Q / � y ti \\ f y FI H �r �_� \ OUPP./HANE` \OpPP. H 4ND U Ji J1 Jl OPf' HANE) J1 C,> I I { `--� \ \ OOPP. HANG J1 OPP. HAND! Jl OpP. HANG '"-/'X"P. HAN'i y ....._may .�--I"-......-.-_.T_""�,y_ T-....... ....-. N 146 1-4 - ►+i ( I r �� l } b , i hl 3 RA1- •, 3 RA 1 A2.3 I (� 4 G tJ0 a A2.3 UJI `. 8/22/64 -9•' 41 GRID-, lo.- I 1 s/H" 1 - • r �. t, f0'-10" 91 -0, 6'- 1 1" 8�8 5/8' 9•-9 1/2'' 8 10 1/2" }'-4" z 7.10 6 ! r! ME H/E(_EC. AB.t 1 .> LEASE. SPACE _ - WALL L A .,NA Y i Jt 305 F5 11 \ - _ 1�_ _ 09 F3 - COL ON D { 313 F5 ,O u ! OPP, - - T P1H iJl Pid Pb- ` _ -- _--_._ __ - - _...__ _ Q C PIA A}� y I - 40- - 3 !.. w ,,, 3 A7.1 2 I STAIR 70 ROUE - 9 i = % 15 - � C2 I A7.1 OPP 302 F9 I, a I A6.5cr { 0 x 9 4 A6 5 G _�__ F 1-F ✓. #7 , ( - 7 14 � t PiH ch C A6.5 PIA , i 'I PIH .-._ - _ - - 5TAIR - -- _ - srA1f; 1 o STAIR 3 - IN^ P}� _ 2 o .f. • 3Uti f 9 N 302 F 10 I f (•` U Pi { PIF 314 F9 v O '� 1 I I v ELEV. LOHB � F N�' Z r-- ! ,A P10 \/ -`I OPP, HANG t-► _ 9 L21 -T - 01 F7 ARiE I � - OMEN - MEN - 9 PIA Q W 1 I of + �i A6.5 ZPiA ELEV. 1 v 310 I 1 11 i 31 F1 --11 A6.5 l 5_� I DN / = 6 , 1 3fl I ( P1N P,► PiH I I pp� ` i>o I s PIM / 1` i - 301 .. ` ----_ _ I eo i 3 r PiA op `-P1 cn _ CORRIDOR J �."' �,..- �� LAJ CORRIDOR � 5 I 3 s0 3 1 4 BJAFNITOR I 0 F4 '/ARIES 4 9.3 N CY I 303 F4 VAF;ICS `/ 2.1 2 3 2 Q Q I -� O a `�::/ 1 7,-0.. J PiA P1A PiA O O N ~�! OPP. MAN 8 51-0" , 2 3 3 \ Q. • a N 2 2 6 A6.5 2.3 2 2.3 2.3 3 ^ �7.1� Q v / I 2.1 9.' 6 RAi 9.3 ) Q 9.3 / { SIM SiM A2,3A Z 3/14//3 `J LEASE A ? u �J E.. J1 I A6.2T_ i 312 SPACE O �-1- Z) EASE SPACE iI 304 F5 - 11� I I I i HANC m 140, <>4 ! 4 � � \ / 2 4 I i o' 1 / A6.2 / A6.2 A6.2 j Kt I / ... 4 I I ♦ , i \ 7` - J - \ G \ (- / Ah.2 A6.2 I ` C1 �V ' 1 OPP, HAND OPP. HAND O r K Q // \ CL o I O J1 OPP. HAND/ OPP. HA&! OPP. HAND CN U, P. HAf.0 �.J K le 0 w .s OJ �J ! A6.Zj A6.2 / � _C - - L---- 0 _ r --' OPP. HAND _ OPP 11 AND 1 7 I 2 7 I RA4 A4.1 A6.2 QA6.2� h4, 1 Ao. AA6.2 Az a i ''_ -. i � WALL LEGEND -- THIRD FLOCS_ R PLAN (240) KEYNOTES - FULL HEIGHT WALLS TO STPUCTURE 1. TIRE EXTINGUIS�_R AND CABINET. MOUNT TOP OF - � - TUNNEL NOTE: ALL DIMFNSIONS TO CENTER L.iNF OF WALL UNLESS CABINET 60" A.F.F. SEE DETAIL 16/A6.5 r-- - WALLS UP TO CEILING NOTED OTHERWISE 2. INSIDE FACE OF SHAFT 9 3. DRINKING FOUNTAINS PaR"`ION GONSTR CTION 7 1 4, FACE OF STUD 5. EX''END RATED WALL TO STRUCTURE ABOVE TUNNEL -� S. NO GYP 80 BELOW 8'-0' ON TENANT SiDE OF ALL WALLS, TYP A- A. (PTA) 1 HR FIRE TEST F.M. AD-45, F-19-68 - 5/8" GYP. BO. TYPE 'X" H. (PiH) 1 HR FiRE TEST GET, 1-7-74 -_.. N Tr1 E A AEA - 3 5/8' 20 GA METAL STUDS A,' 1'-4" O.C. - 5/8" GYP. BD. TYPE "X" 7. NNOTOT USED I - 5/8" GYP. BD TYPE "X - 2 1/2" 20 GA C-T OR C-H STUDS AT 2'-0" O.C. 9. FAC USED A rT Nc - 1" SHAFT LINER 9. FAQ 3R0" 3 112' B 1 AUL 6„ a _ LQ 10. 2'-0' x 2'-0' MOP SINK 5%3/94 B, (P1B) 1 HR FIRE TEST UBC U457 BETWEEN ROOMS 110A & 111) J. (P1J) i HR FIRE TEST F.M. WP-451 6-19--68 3 - 5/8" GYP. B0. (USE TYPE 'X' BETWEEN ROOMS 110A & 111) - 5/8" GYP. BD. TYPE X JRA , B` TA STUDS AT 1'-4" O.G. - 3 5/8" 20 GA METAL STUDS AT 'I'-4" O.C. SPA, S8� 3 5/8 20 GA METAL 3' SOUND BATT INSUf ATION - 3" SOUND BATT INSULATION e�22/s4 C+iECKED B" 1 5/8' WATER RESISTANT GYP BD ABOVE (TYPE 'X' GYP RD - 5/B" GYP. BD TYPE "X PPA BETWEEN ROOMS 110 & 111) CEMENT BACKER BOARD BE_OW j CERAMIC TILE 'I S C. (Pi C) C CERAMIC TILE 7.1 - 5/8' WATER RESISTANT GYP. 80. - - RAI _ _ 2 i 2 r . - 2 1/2" 20 GA METAL STUDS AT V-4" O.C. �`� �'� q /g4 Is7 2 1/2" 20 GA METAL. STUDS AT 1'-4" O.C. 9 1 1 /s„n4 T R RESISTANT GYP 8D. ABOVE 'CEMENT SIM 4 ✓2S 95 5/8" WA E E � BACKER BOARD BELOW) I ^� '9 ! M� CERAMIC T11 I - } 3 � A2.3 � + r i �5 �/slonr. 9.3 D. (PID) 1 '�` 3 A2.lA c►1 _ 5/8" WATER RESISTANT GYP. BD. G 2.1 - .3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. w -11 E• Ina�O - --- - SIM LjI I t 0 i♦ _ - 3" SOUivC BATT INSULATION (FLOORS 2 & 3 ONLY) I - % - 5/8- GYP. BD. 71 p I 0 =61m i, E. (PIE) -P DIM - 5 B" ;NATER RESISTANT GYP. B0. T,� r_._-_- / ! / \ 4 - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. 4 _ 5/8WATER RESISTANT GYP. BD. SIM F• (PiF) �v - - CERAMIC TILE _ - 5/8' WATEF RES1SrANT GYP. BO. ABOVE (CEMENT r-` _ � HA2 . A U ,SACKER BOARD BELOW) Q _ 2 1/2' 20 GA METAL STUDS AT 1'-4" O.C. W;,TER RESiSTANT GYP. BD. ; ENLARGED PLAN 2 ENLARGED PLAN _ 3 ENLARGED - 52 8" GYP, BD. 1/4"=1'-0" 2.3 114"=1 ,/a\1_ 5jd' 20 GA METAL STUD" AT 1'-4" O.C. �` 29- 41249.04 IL N 9950 5/8' G','p, BD. 710rfo:��r81_nr 2^ 3 ,/2' BATT INSUL AS REVISED FOR GORE PERMrT 3/14/95 � qsjp o/_Q3f'I (84.06 241) MICROFILMED I I III ! II I � I I I ijl ( ( lillljl Ijl ! I Ijl ( I Ijl I IIIIIII ( f w1(!im_ GUN 4 MADE IN CHINA I � IN 1 I 24.5'-4' C -1 ltI' I.�' SII' ' II � � 0 � r1 � I r(' x SU' U / !0' 0 / ' ' `� � V) A4.1 AB.2 7 y _ A6.2 it Q 1 �1 � A \ ___.-.__..-._ -_..__ ___ . \ - � -_.____.__.._.-......w_._- +- __ ORP. WAND \OOPP. HAND A 1 1 IL-4 I V) * M. JI J1 �- I I I I © . In OPP. HAND / / Jt J1 0 *✓ _ \ \ G OPP. HANDoOPP. HAND; � •11 (�+p. HAND O �"f4, F1AH0 -- -J.� -'-T•_.�'-_.r..p._.r. __-r_---•..T__.q.__ ,_'______.�-_.. _�-___.--._.- --._..._ •..e..l- _. I \ \ / I -�. • _. • q •_ r-..� ---r------ r--8---r-- .. ---r ...__._._._ __,._._-._r._.._...____♦. _ �. • • • .. RN6 I I ___ - I I I �f _. _ C r' o _ K1 � r ' • 1 1- aV )�, o Qu _ . 20_9.,:_.� GRID-A, 10'-1 1 5/8, LAJ v . .. 10'-10" 9,-0- 6'-11,. I 81-8 5/8"QLR �, �'-(i 1/7 F� -10 ill" -4� 1 F f 3 -- �' --- +1 1 � 3 G Ji 7.1 6 ME 'f T ELEC. WALL LEASE ;PAGE LEASE SP 2 A8.1 W O 30 F., vi I OPP. HAN 13 5 f-5 - - l PIA PIH 1J PIS -- - P1� 3_3 F5 -11 Q U r Q C pT _._..._ . �10 O t A7.1 ) 7AIR TO ROOF -� ry NI PIA 9 �w 11 15 6 2 3 4 a a a 1 --- T - 8 I 302 F9 - 1�A6J5 `t - A .5 ,,, ( ' j 6 A7.1 OPP ti 4 20' 4 4" '-- I 20 -4" E=: A, 14 c� I �� 7 14 2 -6 a / r 4 A6.5 - - -.r I ELEV. #2 J A6.5 PIA -- PIH 1 P1Il, I r FII. v C A6.5 -- !� -- STAIR 1 STAIR 3 N- PIA - -- -- - - STAIR 2 LAJ ;t �\ .306 F9 5021F101 I -- I ( - ^ 0 P1 PIF 314 F9 � � •� f"'- PIA E 9 ZP1A ELEVJ 1RIE I Q I .1 'A OMEN --- MEN PID 9 _ PIA � '� I OPP. HAW W I I ^I I - 1)N IP1H 6.5 � I I I � - M � PI 310 F1 11" 31 F1 '-11 - A6--5 % 1H DN _ .! .I I , U N .0 ni PIN CJ - P P - 15, 0., PIS _ t °p ® -�- _ al? 1 - - - - - - • RAI -- P1B T -- CORRIDOR DOR - - - - -314 r,�_�. I �.i � CZ 4 AL38 5 I 231 ?. 30 3 4 3 8 FNI70R I 10 F4 VARIES 1 31 1 ~ W 2 s/I4/•s V, Q o w I I 2 j �- 9.3 O O O I A6.2 O I OPP. HAN O N i � ; 2 3 � V 2.3 2.3 : 3CL 2.3 923 9.3 A7.1 Q ( CL r o J1 A6.2 LEASE SPACE LEASE SPACE c 304 F5 -11` 312 F5 -11 HAND - m o� U I / 1<H> 2 A6.2 r- A6.2 A6.2 I cl \ OPP. HAND OPP. HAND K I Z 0 K Q CL , / G J1 J1 JO j ORP. HA O COPP. ORP. HAND O G C� a' I O ORP. HAND A6.2 ,A 2 \ \ \ \ i OK -i M 9 OPP. HAND' _ OPP. HAND '� m 2I 7 X46.2 A6.2 AA,� �AU A6.2 WALL LEGEND THIRD FLOOR PLAN (241) !KEYNOTES r------� - FULL HEIGHT WALLS TO STRUCTURE � _ - - 1/8"- 1 -0" 1. FIRE EXTINGUISHER AND CABINET. MOUNT TOP OF -- - TUNNEL NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS CABINET 60" A.F.F. SEE DETAIL 16/A6.5 -._____._ - WALLS UP TO CEILING NOTED OTHERWISE 2. INSIDE FACE OF SHAFT AB 3. DRINKING FOUNTAINS 7.1 4. FACE OF' STUD PARTITION �STRUCTION ;-- 5. EXTEND RATED WALL TO STRUCTURE ABOVE T,,NNE ,l A. (PIA) 1 HR FIRE TEST F.M. W?-45, 6-19-68 6. NO GYP BO BELOW 8'-0' ON TENANT SIDE ALL AA-S, '"P ALL - 5/8' GYP, BD. TYPE 'X" H. (PIH) 1 HR FIRE TEST GET, 1-7-74 �- FUTURE LEASE AREAS - 3 5/8" 20 GA METAL STUDS A7 1'--4" O.L - 5/8" GYP. BD. TYPE "X" _ -- - --- -- -- -- 7. NOT USED ,`- - 5/8" GYP. BD TYPE "X - 2 1/2" 20 GA C-T OR C-H STUDS AT 2'-0" O.C. 8. NOT USED - 3 1/2" BATT INSUL - 1" SHAFT LINER 9. FACE OF BRICK 6 0 10. 2'--0" x 2'-0" MOP SINK ,A-E b /3 /44 B. (P1B) 1 HR FIRE TEST UBC U457 BETWEEN ROOMS I10A do 111) J. (P1J) 1 NR FIRE TEST F.M. WP--45, 6-19-68 � - - 5/8" GYP. BD. (USE TYPE 'X' BETWEEN ROOMS 110A do 111) - 5/8" GYP. BD. TYPE "X" ' DRA,^ BY: - 3 5,/8' 20 GA METAL STUDS AT V-4" O.C. - 3 5/8" 20 GA METAL STUDS AT 1'-4" O.C. �PA, SSM - 3" SOUND BATT INSULATION - 3" SOUND BATT INSULATION - 5/8" WATER RESISTANT GYP BD ABOVE (TYPE 'X' GIP BD - 5/8" GYP. BD TYPE "X C�EChEC) 9Y' BETWEEN ROOMS 110 do 111) CEMENT BACKER BOARD BELOW / PPA - CERAMIC TILE / � REVlS'Ch C DON - C. (PIC) -_--- -- - " CLOSiwC - CERAMIC 7!L£ C ---- __ _ - 7.1 � `� UATE: - 5/8" WATER RESISTANT GYP. BD. - 2 1/2' 20 GA METAL STUDS AT 1'-4" O.C. 2. 1/2" 20 GA METAL_ STUDS AT 1'-4" O.C. -- --- X 7/12, •` 4 - 5/8" WATER RESISTANT GYP. BD. ABOVE (CEMENT S�RA1� � i 2cj; 95 BACKER BOARD BELOW) A2.�• X 1 25 �'9 5 - CERAMIC TILE - 0. ,(PID) - 5/8' WATER RESISTANT GYP. BD. '� 3 VAI h 3 14. ��• - 20 GA METAL STUDS AT 1'-4" O.C. 3 5/8 0! 2.1 iflA/� - 3' SOUND BATT INSULATION (FLOORS 2 & 3 ONLY) - - SPA - 5/8" GYP. BD. E. (PIE) u _ 5/8" WATER RESISTANT GYP. BD. - 3 5/8" 20 GA METAL STUDS AT 1'--4' O.C. 4 v Now • ,�"�z n �` - .5/8" WATER RESISTANT GYP. BD. �, 2. .�4�. � ,� � •'�-.,, r 1� )SIMS, r I F. (P1F) Q - CERAMIC TILE --- - 5/8' WATER RESISTANT GYP. BD. ABOVE (CEMENT U BACKER BOARD BELOW) A293B Q _ 2 1/2' 20 GA METAL STUDS AT 1'---4" O.C. 1 - 5/8" WATER RESISTANT GYP. BD. r QD C. (PIG) , EN_LA_RGED PLAN �� t C - 5/8" GYP. BD. 2.3 - 1/4--V-0" v 3 5/8" 20 GA METAL STUDS AT i' -4' Q.C. N - 5/8" GYP. BD. .04 3 112' BATT INSUL t. ''�ll 4 C; I/; 2WJ1 AS REVISED FOR CORE PERMIT 3/14/35 nwr.4 PKWv IS3w �°�rd'9rf1 fBL� ZAP► M ft MICROFILMED I I I I I I Iil I i1 IiI � I4 ilCHi . PIl�R- (il.A� I�IAO� IN INA ++ IN �. I METAL STUDS # Mf TAI SILOS -17 R 19 BAI I INSULATION R it) HATT INSULAIION P 0' /f, WAI.I Of WINOOW Hl/1lPING PAPER BUILDING PAPER GYPSUM %WA THING --cYpsum SHFAIHING RAO 8' HIGH PEA GRAVEL As.I 8" HIGH PEA GRA 0 1 WALL FLASHING WITH 8* IAF' f FLASHING W11H 8* LAP C) CA3;'�)METAL STUDS Al----- -�35%:.� I s-rUDS AT 3 1,1/&' ROPE WICKS TO EXTENV 1' 6' WALL I'-4--?).'C. WITH 5/8' -TYPE L O.C.O, WITH 5/80 TYPE ST1ftjCfIX4 AW,14 V) UP AND STAPLE TO A&I *X" GYP. 130. EACH SIDE V) 'X' GIP 8D. EACH SIDE 1/23/93 SHEATHING --LiNTEL ANGLES - GAL VD r 1 4 _ RACO CLOSURE &L LINTEL ANGLES - GAL TRACK =4AA 1 4' 18 CA AS.I (FINISH TO MATCH WINDOW TRACK ROPE WICKS TO EXTEND 1'- 6- 4 SYSTEM) 6- UP AND STAPLE TO SHE-AIIHING DOOR 4 NEEP HOLES AT 24* O.C. WEEP HOLES AT 24" 0.C. A6.1 SAWCUT BRICK AS REQ'D C 0 SAKICUT BR0( AS REQ'D TAPE 11,11 FXTFND FLASHING HEYOND N_ EXIEND FLASHING BEYOND BRICK AND TRIM TO BRICK BRICK AND TRIM TO BRICK L1=111111m 111111111 Uj C AFTER WINDOW SYSTEM IS '4 ji, AFTER WINDOW SYSTEM IS ryT. Grp. so SUSKJAM E INSTALL-ED Li INSTALLIED 7 SOFFIT 7 N 1/19 � ".o '�'__CCINT %ALAX T Z 12 BUTT GLAZED INSULATED W) LLJ 18 GA. x .."k............100-_ 18 GA. x SHIM BUTT GLAZED INSULATE �VINDOW SYSTEM CONT, BRAKE METAL GAL.V'D 7 L': x CONT. BRAKE METAL GALVD 0 C 2' 314' STOREFRONT q - 'Ce to --i CHANNEL AT CONTRACTORS 10 CHANNEL AT CONTRACTORS of, 17, 0 OPTION ATTACH TO ANGLE, DO OPTION ATTACH TO ANGLE, DO to x NOT PENETRATE THROUGH NOT PENETRATE THROUGH ----STORf tL -ALL FLASHING WALL FLASHING MONT GLAZING SerNw STOREFRONT GLAZING SYSTEM ---STOREFRONT GLAZING SYSTEM N�Window Head K`_�EXIT DOOR PLAN INTERMEDIATE VERTICAL/WALL DTL 5 ,Window Head 2 3 4 '� ENTRY WINDOW HEAD DETAIL • A61 3"-=1'-0" �A6V 3/4"=1'-O" GYPSUM BOARD N.I.C. ---GYPSUM BOARD N.I.C. U Z TRACK TRACK 0 LAJ 06 (.D LAJ STOREFRO14T GLAZING SYSTEM STOREFRONT GLAZING SYSTEM V) < o cy- RETURN FLASHING UP AT RETURN FLASHING UP AT D C) WINDOW JAMB WINDOW JAMB GYPSUM 90ARD C) -ALUMINUM BREAK METAL SILL ALUMINUM BREAX METAL SILL. Q_ • FLASHING BY STOREFRONT FLASHING BY STOREFRONT 3' BATT INSULATION U CONTRACTOR IN MASTIC BED CONTRACTOR IN MASTIC BED WHERE OCCURS 00-1 < 11 ,-BRICK VENEER SYSTEM o (,I) _j SOUD GROUT 20 GA. CLOSURE ATTACH �-20 GA. CLOSURE ? ATTACH TO STUD TRACK WITH #10 TO STUD TRACK WIT14 #10 ALUMINUM BREAK SHAPE TEK SCREWS AT 1*-4' O.C. TEK SCREWS AT 1 -4" O.C. I_META�_ SILL. BY STOREFRONT CONTRACTOR IN MASTIC BED al FINISH GRADE GYPSUM SHEATHING GYPSUM SHEATHING METAL DOOR FRAME CL BUILDING PAPER A SUILDINC PAPER �--METAL DOOR FRAME 12 BRICK VENEER I METAL STUDS • BRICK VENEER N, --R-19 BATT INSULATION --R--19 BATT INSULATION V) V. METAL STUDS q _j �1. 1,2" --GYP�SUM BOARD I- Ir Window Sill Window S."I Standard Door Jamb /'q'�Door Head K_1�0 6 WINDOW SILL C]l 3'=I'-0' I\A 3"=1'-0" 3"=V-0 1 112"=1'-0" ��6-1) 3: 0 M PACIFIC CORPORATE CENTER BLDG 240 PACIFIC CORPORATE CENTER BLDG 240 Z S C H E PACIFIC CORPORATE CENTER BLDG 241 Q 00OR*3 D 0 0 R D U E D 0 0 R S_ C H E D U L E L-xw Openin IFRAME Fire Comments oar Door pening Jamb �_ -M a Sae Th,�s I Ty- I _Fin, _jj�6 Sill I"arawarel h �rjfWy -T Group Rating Size Thickness T a" D 0 0 R IS C H E D U L E Material Finish7115�,dw7a,. Door - '01 16'(r x8'1 0' MFRMFR 5/A8 9!A_6 _81A��_2 -IT/A6 WlIM�l Fin. Jamb Group Wor I OpeniF .1AME 0 102A 3'0 wn T_ 209 # Size fpc --a eria ns 0 ---Type Jafnb Rating --t 61 8 iA-6_1 _6 YON-IN NOT USED _29- xZT 1314 �Tf -_W_Fff §!A 1028 3*0)ksv* 1314 F VMM T WIM 02A__ 210 X8-9- 1-3/4 -ffF-R 8/A6.1MFR ---care re omments oor 0 V`D ST 'M -5--TO FMI N_ 101 6'0"xB'l 0" MFR _[�- MFR I __T__ -_VT MFR 1 8/A 103A 3*6X8'9'8 I WD -79 F WD __9*T WIM -W-R 101 MFR 9/,6.1-SrA6-I -T/-A-61 _6 'ff-M fK 10 iB- 210 5/A6. 6.2 J/A6 1 SIM I_ 2VXB^9- I _F_ WD -M-FR 8/ 1 3/4 WD ST--§-T 8/A6 1 _6 Td-M-1 R 102A WD p P_ RM P 41A2 1 A Sil"�DA 9-20MPN T0_X8T -1 3/4 6,1 �i 2O MIN _211 102A 3'0Xi;9" WIM MFR 9/A6 1 7- _HIM .-T/A- NAZI 1038 3'6X89'& -1 _212- 103, 3'6X8'9"�FdTEFGF& 3/4 3/4 wo P HM P CA2.I A 31_A2_1A 2 IX_ _� 103A Yg'i_S-T 214 W5T9_�' --i-3/4 2'6'X8'9" 13/4 F_ -P 31-4 F P - WD '§T- NOT U§ED -21-3 8191,& 13/4 F 10 6U MIN 103B 3'6X -P _p _.1A ____g -N-MIN i_0313 2'6"X8'9" F3_/4 _ 301 WD ST HM 103C 3'6XB'01.& 13/4 F 9 -to 3'OX8*9" F WD _P P M P 4U'A A2 E 20 MIN 2'6-Xe9V' 13/4 F 13/4 F 9/AG.l 1 31A2.1t., B/An I WD F 7 FR 61 60 MIN 301 120 IN 104 3-aXUW 1314 F WD ST _JA_M _-W-FR 8/A6 1 -5 -20-M-1 N- 302 0;W--------------:�314 5 P HM -T-33C-1 L)5 3'0X8'T _I 3/4 F M _VNFF�__91A6 I _6_/;V6-1 104 1 303 T6-X&9'& 31;f--_T_ 5 fO-MI N ='9" 13/4 FWD L'r14ke IOF 3V'XB'l(r MFR MFR --W-FV FR 6 iw- 2'6"X8'96' 13/4 F P ffM-IN SOX319" 13.14 _WD ST WIM MFR 9/A6.1 5/_A6l 8/A6.1 E -8/-A-62 _13/A-6-1-911W-1- 106 __7 _______. 303 ':05 3'OX8'9" 13/4 F WD ST MFR 106A 3=8*10' J04 WIM 104 IND P 9 106 3'0"X8'10" 6 20 MIN 105 107 -TUXUW 5 305 YOX87 1 314 F NUT_G§E_IJ_ 3_U_ MFR MFR MFR'MFR -5/A6 I -8/A6.2 1_306 1-SIKA, 1 - 106 1314 F IA6 1 B/A6 1 _§/A6 1 8/AG.I --- 1 13/4 F ass TE 106A ST WIND -9/A6 ---§/-A61 8,_A6l 5 60 MIN -1-07-- 306 3'0X8'9* -1 3R_ MIN 3051a6A 3'0X8'10" 1 3l4 F _Wb--9-T -P 9/A6.1 8/A6.1 5 60-MI N !06 x V _13/4 _F WD ST I - I'- _WD ST HIM -P 91A6.1 8/A6 1 107 3'0X8'9" 106A )MM MFR -VIA6-1 307 31-4 5_ - W I, -ST -am- " k 'I*= ixm _T3_14 �_ WD HM k 3(9-- P UIA6.1 B/A6.1 5C0_MIN 107 i09 _;/_A61 31k2--1 A N 108 3'0X8'9" 13/4 F 110 13T F IND _9 - - _6 �Oh kRN 87 -3/4 1 307 1 13/4 r, WD ��_T Wim MFR9/A61--g/-A6-1 IVA6.11 _10 P 1ACI IND 109 3'6X7'0"' 1314 F _1� Hff 9/A6.1 8/A6.1 20MIN 109 TO-8 _3_0XW9_ P 6 TO M114 OB 1310X 1.1jD ST P K, 20 MIN 110 --1-3/4 ST -T/A-61 --- 109 3V I N14 F Wf�F- _6 -1-TOT- 309 110 3'OX7'0" 1 3.'�___ _WD P� _MP _9/M-1 - 8/A6.1 _�_OhAil_N _WU_ -ST WIM 20-PIN- -T- 308 F o ?�4 F 310 R_0TUSELDj _W_ MFR 9/A6.1 110 1 112 3*OX&9- I W4 -FF- 3-OX8'9- I IOB 3'OX8'0" 4 F STWIM--W-IM -- 10B 1 .114 F 91A6.I 'WiN 311 YOX87 �7 _WF_R '-9/_A61 3 To-mlw- -8iA-61 ST 3 20 MIN Ill TOX87 13/4 F WD _FR _6_/_A6 f- -6 112 ST R----§-/-A61-_8/A6_1r 114 MFR MFR MFR M 113 31 IYOX819. -S f--- 112 3'OX8'9" 1 3/4 _WD__ST -k-F-Fi - / 1 ::R 5iAS,I �0M[N t- 8/,A 9-2 13/A6.I_§I-M -1 3 114A 3*OXSV _f3/4 F WD ST R_M114 1 313 113 340X8'9" 1 3T4'_ --g-T--VOW MFR_ -9/A6.1 `112 WA6 1 _W____MFR 6 20 MIN 113 rJI4 114 3'0"XB'10" MR� 6 (TO MIN 114A WD LE,5:: 13/4 WD ST -1 ifM- - NOT 313 _E -WR FR MFR 51A6. isim P _94A-61 --iVA-6-1 5 60 MIN ST --§'/-A6-I ST -iTm-- 116 i*1 - TT4A 3'0X8'9" 13/4 F WD T== 114 WO 31' P 9/A6.1 60MIN114A 1 -P _H 9/A6�I _11-Af3i 77 .� I'll 1 - 116 115 3'0X8'9" �F -wDy- IST 8-/"A'6.1 10 MIN 4 6, 1.7777- _F__QD _i5___HM 9/A6 1 8/A6.1 115 R A lie NOT USED 117 LEGEND 116 YOX"O" 13/4 --j5- 5, 60 M 116 117A 3-OX8'9" 13/4--- 5 '4qM NOT USED lie F _W_D_ HM _�___9/A(�T_ ---- �O-MI N 117A I F FR _9!A6 1 _8/A6r_I 5 TO-MI N _ATTn_oTze`J__-M 117B 3*OX8'9" 1 3/4 - F___��I_D _R_F_R 6 20 MIN 1178 SqV/'SL:) IMA 3-UA"- 1 1314 -,T IM I - - F FR Al. Aluminum WD Wood f18 F WD _V M -5 'i0MIR_ 120A WIM Western Integrated Material Sf Aw 191, MFR _91AY-17:871A-6-1 -t- P Painted NOT USED 118 Wj)__ 120A 3'0.X8'9" F314 F Lpl7 7, 7, 7 120B MFF' Manufacturer 1119 31OX8 -1-11-4 FWDST_�_T_ WIM MFR 119 /A6.1 _87/A_6._1__ 5 _;?IJ MIN 3 C,4ECKE, 9� 201 61TX8110 I MFR E MFR_ MFH MFR MFR 5/A&I b/Ab.i ST WIM 8/-A61 -5 -20 MIN 'IM 120B 120A F' IWA6 I SI 3'OX,9'9" _-1-1/4 F _W0 ST WIM _4�!--423 i--c/Awi- --- 202 3*OXSV F_ -P -9/Ae-l-_R_A61 202 MFR Tom. 6 20 MIN 120B 77 ---IT NOT USED _20T_ 20l_6'0"x8'_1_0-;_ _9F__R _E _O�R MFR MFR MFR_ 5/A6.1 81A6.2 131A6 I SIM 1 201 9 P 9/A6,1 COMMENTS WD I 2C6 NOT USED 204 --__----§f 11M 0 MIN a C:LCSWG NOT USED 265- T FLU9RFRORr7.-.-,rrrnr- 3/4 F WD -S H" DATE. _aOTUSE0_ 60 MIN 206 264- 1 207 ITAjaW jj47 5 HM 6,f-- 2j� 3'0X8V 1 1-91A61- 61_A6I - 2. Tie all fr`!;i'.dtIc releases togather,tie to alarm system for floor activated QA2.1A VA2_1A IN 3, All irief'-,r wood doors 10 be solid core. 205 OT USED 0_W X�_ 9 V r2 20 CD 13/4 F 1- . -I__- _' -g-- ----p -9/Ad 71-_8FA6_18 1 2U5 7/ 206 3'OXB#9" 13/4 F� Wb T HM L (M 30X8'9' 1314 I ArwwL 2 RAI 12/94 _2NO- _T__41A_2_1A_--S/-A2_1A 20 MIN - - 1 1 18/3/94 207 3'6X8'9" 13/4 F 60 MIN 2'8"X '9" _1314--__ A&I F 20 I MEAN 206 j3'0=WE 1-3/4 = -M-Fff-. 9,1A6 1 71 ST I� _6 20 MIN 2nA /2 8/A6 1 9/3/111114 5/95 Mackenzie/Salto & AesoCiatee, P.C. WD to PAa0bWWSaito & .usociates. P.C. 25,'Q_5 fn " AS REVISED FOR CORE PERMIT 3114o (7s w'4400(mmielSalto & Associates, P.C. 5 1 1 X11/27/95 C) PACIFIC CORPORATE CENTER BLDG 241 AS REVISED FOR CORE PERMIT 3/14/95 Page I A&I 1 13 A /95 Lr; Q'' 0 RAI A&I _00 S C H E D U L E RAME -7-m-TAILS 7 N Size Ty.__ ar ware e ommen s Door pe Sill Grou Ratrinn 09 I 3'0X89" -T-314-_F VjU_ ST----RV- ..I�-glKe-T- -NOT USED 209 I Y0_X8'9' 3f4---'F---W-- ----I 20 -2 10 S T WIW_ -WR---61-A6.I---e-Ixem- 1A_V ft *I- "vow, 211 pe.,* 3 OXT� 1-3/4 --F- M �Oxe'w -i�* 212 -WT- IT _W_ S �_13 03 1 214 _1 F WD Fir HM MrffM --131-4 -WW WMIW 301 302 _T0_3 N(Ti U ---NZT-US-rU_ _T3/4 F _90-TUR5- TOW A6 M 3-1 - 81AG,1— 6 • 1-3/4 3- WD 9 20 30-7 YWFF_::41 P4 _ a X#;r Ile ST 8 B" _-NAW.T 3 C-) WMI-1 N 40 48.0 4 I F I It "'EIN40M LN.°°` I owl, "U-MM MUW, 2,W) AS REVISED FOR CORE PERMIT 3/14/95 M-0 Scow ML X3 ull MAP, 21 9 1995 MICROFILMED I I M11111111111- 0 GILAW 41 11,11111,6111le rN CHINA IN rA& I I �► I I Ii� dl �ll� li --- ...... _, /'4' GY OSURE PLATE TE A S ----•-� s/l' '�U ;111_ J"wt. _ OCt:.'lIRS 1 SQ. S-FEEL BAR � (,) AT 4'--0' O.C. MAX, --------- y H�chL"=�, �•,.,�..�^.,. --_--14 GA SIIFFENf.R ANCt � �S/Afs3 FON W1E.l] - SEE 71A6.3 FOR RAIL ---., 57<E 7/A8.3 '� AN(Xt 'r^ rUR RAII / LANDINI: 5L AH �....- --�12 x 20,7 STRINGER - -- 1/4' x 4" STEEL � / r r r LA 1 1/2" O.D. CT. CLOSURE PLATE 4 1 Na«" STEEL PIPE HANDRAIL I --t [ " [ / ,nom►►�El� C �o ! BEE 7/A63 FOR ,/" LANDING SI AH -� ARE!F0 -- 4 / G 041 Ile STEEL SU SE 4 STRUCTURAL DRAWINGS n RAI B" OfQI 1 S0. STEEL BAR I �? At ; _ GUSSET P"TE 1/4* OR DETAILS. AT 4'-0' O.C. MAX. 4V I t' t I I / S1 -�- -yam . - ,,,. A► 3'-G 0,C. • 0 i[ FIBROUS REINFORCED r•% t • \ I ry N -r' - I-N +1 f. CONCRETE FILL � 4r TREADS ANDLANDINGS 7 t> r 'le" V / F- / - _._.1 12 z 20.7 STRINGER / - 0. r,#- C -14 GA. PLATE 3TC �.. Q \ , 1 --`TYP. { L3 x 3 x 3/16 x CON T, t'. I i --. -4" CONCRE TF SLAB W/ --- . / / 5 ., 3 r 3/14 i /.UI T. qu of SEE 1/A6.4 FOR TYP. CL C '1r V,. / STRINGER AT SLAH CIO x 15.3 - - ' . FIBER REINF. ON 1 2 _- 1 1 x 1 1/2 x 1 8 x 0-8 1'-0 -� -- � � /' / '� ` STEEL ANGLE TYP. O EA. TREAD - I -( fLLJ 1_.. 1 '! • . . �•. W 1 112" O.D. STEEL PIPE RAIL--TYP. B DECK 7 18 ` �- --G10 r 1 S ' I • � 14 GA. STIFFENER ANGLE o, __.'' ----- -i3 x 3 x / F x CONT _ �,TA T ; O j� 3 1 . 'r` f+f U►1rER 5/lr TYPE X UNDf I W rA I I :• .; -THICKENED CLAB LENGTH = C12 x 20.7 STRINGER j_�j 3 16 o PAI T CHIDING 4 g .° r" r . STAIR W1UTH +2'-0 TK%'aRS TYPICAI ALL FLOORS v �;, TJ r ' ° r °• _ ._ L3 x 3 x !.("4 x 0'-7* - M VAU FM TEEAD OONBTfUClld4-TIT. - -_- Ae s �• `� -O STAIR 1 _• C CENTER ON STAIR 1 t� W;' 2) 5/8 0 EXPANSION /3, NOTE: AT NDA.No H STAJR ` fl ANCHORS AT 4" O.C. x, 1'--4 �, _rO � -C10 x 15.3 s/r�/�s �'-^�•�`••- � Q � On t G 2 5 x CONT. STR,IICERS 6EtNE�1 SECOND AJIG THIRD FLOCJRS. Bff 1/Aa3 FOR TREAD OO�BTR=M-TYP SEE 1/A8.3 FOR TREAD CONSTRUE PON - TYP, A SEE t/A6.3 FOR TREAD CONSTRUCTION TYP. PROADF 1�H�RSHAFT LINER -��;� ical Stair Trea�Riser 2 Stair at Bottom Landing 3 S#air at Mid-Landing-- -- a Stair at Mid-Landing _ 5 Stair at Tom and ^p,'� ! 1/2"=1'-O" AiS3� 3/4"=1'--0" qg•'3 Stair #1 and //2 3/4'=V-0" qg•3 Stair #1 and #2 3/4"=i'-0' qg• Stair /It and #2 - - TYPE 'X' GYP. BOARDLAJJ �� _-- �--.-- � �----FINISH8t RAIL SUPPORT T-8,0. FIN. FLOOR BEYOND I'I I I CLASS RAIL 1 �- " 3%" METAL STUDS 1 1/2" O.D. PIPE RAIL, TYP. - - - - NA4 kAI I I ---- - ( ----3%' 20 GA METAL STUDS U (� Ae.s A6 s r U - O V-4' C, C. W �,t _ -STANDARD HANDRAIL BRACKET F.O. STUD �/14/a5 i r `•'V FASTEN TO CONCRETE WALL 1 11, F,F, _ - RESILIENT CHANNEL O 18' O.C. i W /78 3-12 SO �, 1" BAR BEAM - SEE STRUCTURAL , �--_-8-- - //� \ \ Q O �/ { 3/8" x 1' BENT PLATE ._ _ I ��+ � O j 14 A R a 4 . • or- ----BEAM - SEE STRUCTURAL. -\ /� O c14 4N�NC LEVEL- i _ _� G CLOSURE I E 'X' GYP. B0. TYP, 1___ y \�- o 00 + STAIR SHAFT MECH. SHAFT SEALANT I OST/;R Q • , ` yq� + TYPE 'X' GYP. BOARD ` I _ '�� -SEALANT O (� 16 _ I _ Z 01 16- DEFLECTION SPACE (DO -DEEP LEG TOP TRACK NOTE: A T UNDEPSIDE OF STAIR / 5Iw�FLR, STRINGERS BETAEEN 2ND AND V i 3/16 NOT FASTEN STUDS OR GYP. -SHEET ROCK CONTROL JOINT 3, 5 --C10 X 15.3 44 PRG/1DE 1 HR SHAT- LINE V ti" BOARD TO RUNNER) _ 1/2" Z00 ��- --Q 14 X 3 X 9 W(1) %0 M.B. 3/16 WALL RESILIEN" ---3/16 x 6' , CONT. Q U -1" GYP. SHAFT LINER CHANNEL00 a caa ----DFFP LEG TOP TRACK O.C. A• : _ M --- - - METAL STUDS c, C.H. STUDS ( I 1 f , „ _ r,•:. Q,RN !-iAN, �?AILS ----- � DEFLEr T,O;ti SPACE --- '' '0 '� ALL. TYPICAL �� .!-._. _ �, NOT FASTEN STi1DS OR GYP /1673-1 SSHEETROCK CONTROL JOINT b aAi , !� i'(PE `X' BOARD TO RJNNE?) 1 1/2" CLR.- I , 1/2" ' RUNNE,'?) � 1Cc-- -- - �� AbS A6.: / GYP 1?0 O STAIR TYP. _* ' 35b" Mr'TAL STUDS e 1 _4'-0"�._-_...__._..- I _ Handrail _r� s SHAFT WALL STAIR/M g Ln STAIR SHAFT" STAIR WALL BETWEEN STRINGERS -J As.3 stir , ; ant,, f{2 1'-a" 6.31 i , 1/2'=1'-0" As.3 __. - ,----- f 10 - __------ 1 ,'z" -c' As.3 S,�AII> X13 J" k - + Li '119 T.S. 3 x 3 x }� Q RXX 3X9W/p) WEDGE At.-CHOPS 0 O BASE PLATE ON OONCRErEI < SLAB AT FIRST FLOOR B. Hardware Finishes in BHh1A Numbers: Q I B. Framing Sealants: QUANTITY ITEM MODEL MFR. FINISH QUANTITY ITEM MODEL 161FR. FINISH Grouo 8 (Hold-Open Doors) 1. Concealed Joints Between Framing Members and Aalacent Surfaces: CK-7,butyl Group 30-017et R00m Doors). caulking. 2 pr. hinges BB4101-A Lav:rence 605 W 2. Ex o3ed Joints Between Framing Members and Adjacent Surfaces: ES-2, 2 pr. hinges 884101-A Lawrence 805 \ P 9 1 1 closer 4041 DEL LCN 640 polyurethane or ES-5, silicone rubber. 1 closer 4041 DEL LON 840 6' MAX. 3. Small Fxposed Joints Between Framing Members: CK-5, small Joint caulking. 1 latchset Sparta 010S Schlage 605 Co RD. +vP fH ARCH. 4. Comply with requirements In Section 07900, •loint Sealers. 1 latchset Sparta D10S Schlage 805 smoke gasket 5138W 17 Pemko W C. Entrance Door Accessories: smoke gasket 588W17 Pemko W • magnetic hold- FM998/120vac RIxson- _ ! 1 kicks►ate 8400 8'46' Ives 605 open assembly Rremark I �" R•S 1. Glazing Stops: Square or Bevel,0.050 Inches thick minimum. 3 I�L + 2, Weatherstrl in Flbxible polymeric weatherstripping at head,jamb,and meeting Group 4(Janifor/Electrlcaf/'feleph0nP1 - Group 9 (Hold Open Doors) PP 9� P Y PP g 1 g stiles with EPDM gasket strip on door bottom. 2 pr. hinges 884101-A Lawrence 605 �` � 4 pr. hinges 884101-A Lawrence 605 o - 3. Door F'.irdware: Comply with requirements In Sectlot 08710,Door Hardware. I 'vl 1 closer 4041 DEO LCN 840 ; closerhset Spa1 DEL LCN 640 rta D10S Schlage 605 \C-.��r•�L 'Ik D. Entrance Door Hardware: 1 lockset Sparta D80PD Schlage 805 Pa g y QUANTITY TYPE MANUFACTURER'S NUMBER MANUFACTURER FINISH 1 dummy latch Sparta Schlage 605 ; ,�- rA�w� n >f.f1Lx + - >Group 5 (Stair Core) Group 1 - Single swing,double entrance doors: 2 pr. hinges BB4101-A Lawrence 805 1 coordinator 900-72FP Ives 640 1 smoke gasket SBSW17 Pemko W 2 offset pivots T: D-062/0-063 HS Alum Dark Bronze 1 doser 4041 DEL LCN 640 I: DH02.2 HS Alum Dark Bronze 1 lockset Sparta D10S Schlage 605 "( L " magnetic hold FM998/120vac RlYson- Dorma 605 open assembly FiremarkA E: D-064/0-065 2 closers CL901 Oorma Dark Bronze smoke gasket SWW17 Pemko W g •coordinate wiring with electrical 1 deadlock MS 1852A Adams-Rlte Dark Bronze 1 stops 4071/2 Ives 605 1 cylinder per hardware schedule Schlage Dark Bronze PART 3 EXECUTION DAT' 2 pulls 3347 Tice 605 Group 6(Corridor Doors) 1 threshold 273 4B Pemko 605 J BEAM 2 stops 446 Ives Dark Bron884101-A. Lawrence 805 Bronze 2 pr. hinges 3.1 PERFORMANCE DRAWN 8": T.S. 3 X 3 X : NG' 1 flush bolt DHOOB Adams-Rite Dark Bronze }( SUP,'-, 1 closer 4041 DEL LCN 840 A. Installation of Recessed Door Hardware' SBM/SLD STAIR LANDING BEAM. Group 2 -Single Swing, Single Entrance Doors: 1 lockset Sparta 010S Schlage 805 1. Install recessed Hardware and then remove and store recessed har�•e in a C►�ECt{f=t BY: OF SLA!? O STAIR ENCLOSURE WALL = FACE OF 1 offset pivots T: D-062 D-063 HS Alum Dark Bronze smoke gasket.. Ski8W17 Pemko W f .After placer on lof the door and frame and frame tall re p / secure e d ion of door a PPA I -._ , 2. Aft ompl I f he d finish, reinstall rrces:aed hardware. T.S. COLUMN. I: DH022 HS Alum Dark Bronze _ 4EWS'D►« B: D-064/D-065 Dorma 605 Group: - 7 18. Installation of Surface Mounted Door Hardwares ils>" � �`''iQN IT.S. LOCATION O EDGE OF overhead closer -t"L901 Derma Dark Bronze 2 pr. hinges 884101-A Lawrence 605 • CLOSNG BEAM CONDITIONS ncor ates wova1 deadlock MS1852 A Adams-Rlte Dark Bronze 1. Ahkick plith l-,,es 1 /2 1 cylinder per hardware schedule Schlage Dark Bronze 1 lockset Spatia D10S Schlage d05 d full-threaa screws, spaced uniformly at DATE maximum of 5 Inches on center at kick plate perimeter. _ -Q X VARIES X 12 W/(2) 1 pull 46 Tice 605 2. Anchor thresholds with a positive anchoring device or expansion shield and anchor 1 )117/12/94 0 M B 1 threshold 2';4B Pemko 605 baits. .E K 8/3/94 1 stop 446 3. Set thresholds in mastic calk,CK-2. 1 exit device 33S Adem Rite 8400 4. Mount surface closers on room side of corridor doors, Interior side of exterior ? k � /25 OS TYD, xg ' v► , 1 lock Indicator 4089 dams- e JAZ doors,and vestibule side of vestibule doors. 5/9- / A � 1/27/95 - 3/414/95 PacTrust Corporate Center Bldg. 240/241 r rs O T.S. COL. TO BEAM PacTruat Corporate Center Bldg.240/241 PacTrust Corporate Cantor Bldg. 240/241 rat -rX"\ 08710-7/9 294048.04 C 08710-8/9 294048.04 C 08410-3/5 24MO' 4 C ' c-_� .- '�a 1. q.?i•t l;:qs,k AS REVISED FOR COR: -'ERMIT 3J 14/95 uA8 REVISED FOR CORE PERMIT 3/14/95 AS REVISED FOR CORE PERMIT 3/14/98 DEFELEC710N SPACE ��r<a ow�� •et -rr wmx�. :y T -- -------SHEETROCK CONTROL JOINT ETT cN 3 r� -' A 6 . 3 1 D 21 g MID-LANDING SUPPORT COLUMN a tdj REDYV0G0 LN, F" J08 kU. m BLT 94-CVA(6:.1X3 240) 0 9 ow 23 294048.0 5EOMAUP 6*0 01'BLD 241 AS REVISED FOR CORE PERMIT 3/14/95 � RUP W-03Ci, r6t.Uf3 241) ti MAR 2 9 1995 MICROFILMED II � III �I VIII I , IIIIIIIIIII I , III � 11 lt `1i111I111 P1eY,R- 1 (3-.na8 4 MADE IN CHINA Ir! 6I nooR OR RW MMURF SIA8101tH IJAR BETWEN ALt ME MHE R5 W I At STUDS AT PFRIMI It R !OAA 3 5/9* V fL 5 IUD$ W0- ADDIIIONAI HANGERS AT All MEMBERS VATHiN 8" 6( aqo TO F X StRucluft Of PLRImf it R _A Z ir-ol ar. 94ay R- 19 8A T T IN'SlUt A TION WIF TAL SM�! (k M VA�.VO4LL ;J 1ATfRAI. PRACING WI 1H APPROVED VERTICAL. STRUT TO fif FW(JAUD 04-W fA!ofA#" BUILDING PAPER AT 12'-0 O.C. EA. WAY Of WE#* PE"hW.;AAAf COUTrRSLOPE HANGERS If MORE THAN 1:6 OUT Of PLUMB WfEWC]TING WA�,I.S (AR 10 METAL STUDS W1 DouHa i BRACAG INIETNEEA WAU.5 (AW16 V) % A STUDS AT 48* O,C. V_00' 0 C. Lki VE NEER GYPSUM SHEATHING BIJII DING PAPE R C) ty.0 8- PEA GRAVEL ,i•-----------HOLD TRACK UP FOR *_fP HOLES 0 00, GYPSUM BOARD SOFFIT -c (A. AT ENTRIES TYP, 5/8 GYP, W EA SWE o m SECUK TO STWS 0 rw rmf y c -,, ,o A t 70 O.C. SCRIF Wr, T V WEEP HOLES 0 2'--0" D.C. o MATERIAL 112* rOMPRESSABLE tCROSS RUNNERS FIT BETWEEN 8* 20 1, m! ,#L STUDS AIN RUNNERS ------- THROUGH WALL FLASHING D.C. 1,61 a EXTEND F,'ASHING BEYOND V) c ob MAX MAIN RUNNERS AT 4'-•0" 0,C, CON 7 INUOUS SE ALAN I SUPPORT NTH f112 WIRE AT 4'-0" BRICK & TRIM HACK AFTER O.C. 01 11 0 WIRE AT 5'-0" MOLDING SET IN CONT, BRICK IS INSTALLED c c v 0.C. E A. WAY A&t A6.3 HEAD OF SEALANT -----MASONRY VENEER BELOW AS TTNA Tr4 Fn LAJ 0 Qy — Fl�)OR WITH POWDER DRIWN r,4 L-LATERAL BRACING AT 12'-0* O.C. 1/26/ 5 3114195 OCCURS P; I-I I- A641CHOR-1 AT 4*-Oo D.C. EA. WAY MAIN RUNNER TO STRUCTUR - Z 1 0 BEGIN BRACING WITHIN 6'--0* OF LAJ PERIMETER AND 2" FROM CROSS SUSPENDED EXT. GYPSUM GROUT _-�RQBBER BASE AS VIMURS 16 --GYPSUM BOARD N.I.C. MEMBER. BOARD SOFFIT 4A c SECURE ALL HANGERS TO BLDG. V.0NGRTTE SLAB r. c STRUCTURE. TRAPEZE DUCT WORK o AND OTHER LARGE OBSTRUCTIONS. r- It u i��R`IICAL MASONRY CONTROL JOINT 2 Suspended-Ceiling 3 Exterior Qypqum Board Soffit �`� Brick at Slab Edge on-Bearing 4 Typ. N -Fartion Wall_ A63 3-1-1- 0- A6.5 NOTE: Alt CONNECTION DEVICES TO HE OF AN N.T.S. A6.5 1/2"=T � A15.5 3"=1'-0" APPROVED TYPE AND HAVE 100# CAPABILITY AV _------20 GA. 3 5/8" MTL. STUDS NON-BEARING TO FLOOR STRUCTURE AT 8'-0" A O.C. W ' 16 GA. CLIP ANGLE ULL HEIGHT WALL SEE 13/A6.5 z 2- X3- W1 (2) #8 SHEET FOR CONN. 0 STRUCTURE METAL SCREWS AT t�A. END. BRACING 13 z TO BE PROVIDED WHERE DISTANCE BETWEEN PERPENDICULAR A Z45 INTERSECTING WALLS OR HORIZONTAL 0 -7 0 - BRA'ING BETWEEN WALLS EXCEEDS r_ CONCRETE SLAB ON 0 41 04 6 IIIA I W-C" O.C. Lu METAL DECK LAJ C�d A&S AIL3 — TYPE Y GYP. BOARD Ljj I1W" 3/14/93 V) --FIRE SAFING BETWEEN A 6" 20 CA MTL. STUDS 0 1'-4* FLUTES AS OCCURS < c) or- GYP. BD. EA. SIDE 101� 0 r. x 20 CA. TRACK W1 SCREW B, TWEEN cr- 0 ,!01ST AND AT EACH 3%" 0 GA MTL. STUDS 01'--4" BENT E1/4 �11 JOIST' AT EACH BRACE Wl%- TYPE Y GYP. 0 -05/8 METAL STUDS —SOUND CONTROL INSULATION SEE PLAN BOARD EA. SIDE _6" METAL STUDS FOR CORRIDOR WIDTH It ---LINE OF DECK AS OCCURS L 0 -1 5/8" METAL STUDS -,------STRUCTURAL STUDS EtTEND 02: ----8070M TRACK TO FINISH — SUSP. ACOUSTICAL CEILING STEEL BEAM SEE PLAN TO STRUCTURE ABOVE U FLOOR WITH POWDER DRIVEN 3 5 3c OR GRID AS CLLEP OUT ON /8- ETAL STUDS 0 ANCHORS AT 4'-0" O.C. 0 vi REFLECTED CEILING PLANS 6" TRACK -, W4 u — UJ j —CONT. SEALANT CK-3 ci V) Z) 5/8" GYP. BD. EA. SIDE co CONCRETE SLAB SECURE TO SFUDS WITH TYPE I" G(P';U',4 SHAFT LINER m 'S' SCREWS AT 5"-7" O.C. _YO CONCRETE SI_AB SUSPENDED EXT. GYP. Z 4 *A4 RAI BD. SOFFIT 1/2* "[* OR 'H" STUDS SEE NOTE--- A&B A4.5 sEow j \—CONT SEALANT AND 319' ?CARD CL BACKER ROO (A D.6i- CEILING WERE OCCURS /'_-__N�Shaft Entry Soffit -Hour C ( io Non-Bearing Corridor Wall at Floor ��T��T K*�WTyp. Qne Corridor 9 A651 3"-1'-G" A6, NOTE: NO GYP BID. BELOW 8'-0" ON TENANT VACANT 3"=I'-0' ��6.5) /2 1'-0' A6.5� 11/2"=1'-0" TENANT SPACES, TYPICAL. 6" MTL. STUD --FIRE SAFING AT RATED WALLS A6.3 A6.5 PAPER 1/25/"] 3/14/03 A6.5 < A METAL DECK AS OCCURS GYPSUM SHEATHING COLUMN 0 L 9 RAI Li 0813Y A&3 SFE STRUCTURAL -13* HIGH PEA GRAVEL 311410 WALL FLASHING WITH TH 8" LAP 1,6' U14-LECTION SPACE (DO ACOUS SEALANT ROPE WICKS TO EXTEND 1'--6" 1`401- FASTEN STUDS OR GYP. Q,)T OF STRUC7. u GYT_'. BOARD NOTE: NC GY . V I SETOW 8*- 0" ON T;_NA AS SCHEDULED DEFLECrILS "iDE 0 VACANT TENANT SPACE 4-34')METAL STUDS W1% & STAPLE TO SHEATHING 2-0. _:_0 RUNNER) J, PARTITION 'P• BD. STEEL LEDGER NT NT CONT LINTEL ANGLES - CALV'D F ANGLE SPACES, TYP. 4T, mill" BRICK VENEER A%L3 DEEP LEG FOP) GOVT. 18 GA METAL PLATE 1/23/_ TRACK SECURE — WEEP HOLES A T 2'--0" O.C. FASTENED TO DECK 0 2'-0" T _ -A W/ #10 ScRrm-, SAWCUT BRICK AS RLO'D O.C, STAGGERED --+-,i 5/er META 0 8'oc EXTEND FLASHING BE OND 'STUDS ie ACOUSTICAL SEALANT 1 t•`*�-BRICK AND TRIM TO BRICK _11� • 3%" METAL STUDS Wl%" �* DE AFTER BRICK IS INSTALLED 0 PLATE 0 X' GYP. BOARD EA. SPACE I I LL. —_FASTEN RUNNER T SUSP CLG. OR GYP. CLG. FLECTION o SCHEDULCD T' -- J RUNNER 5/8" GYP BD SIDE SEALANT SHAFTWALL AS WHERE OCCURS TYPE 1XI Lu COMP. FILLER BACKER ROD AND SEALANT SOUND BATT INSULATION SHAFTWALL WHERE AS SCHEDULED EiASE SEE SCHEDULE . rL A NIN � OF SLAB 'Ls F.F. MArL SEE SCHEDULE ACOUS SEALANT Or FURRING AT COLUMN rv'�BRICK/LEDGER ANGLE ,3 Gyp. Bd. Partition Metal Deck �`14 \GYP BD SHAFTWALL GYP BD PARTITION 3"=IL0- �A&5� 3'=I'-O" 1�"_b� PLAN AT T INTERSECTION 3"=1'-0" COL. 4 X 6 X '.,RAWN BY: T.S. COL. 6 X 4 X --F- --4--T— ----EDGE OF WALL ABOVE ---::ON7. SEALANT & BACKER T.S. COL. 6 '< 4XW b�2 ROO SBV <> u:V) C-;7 c x E 1_: A METAL STUDS ----PLYWOOD SIDING I II T.S. 4 X 6 X )j -LINE OF MECH. SCREEN ABOVE 6" MTL STUDS 0 1'-4" W/WEEPS ON FLASHING OVER BLDG PAPER 0 BOTT. TRACK 2'-0" O.C. L 6' METAL STUDS. PROVIDE 0�TICON _MTL FLASHING OVER BLDG I I/ OVER GYP SHEATHING CLOS", PAPER OVER GYP SHEATHING --EXTEND MTL CAP FLASHING UP WEEP HOLES 2'-0* O.C. in DA1T: PARTITION' AS MIN. 4" VERTICALLY SEALANT & BACKER ROD SCHEDULED METAL STUD '94 20 GA RUNNER 7 -4— -WRAP FLASHING AROUND CORNER AT TOF & BOT /--BATT INSULATION A6.4 ll,--METAL CAP FLASHING BELOWIII MIN 4* 1 X 119/3/94 5/Ir TYPE 'X' GYP 6.47 E(TEND FIASHING LIP WALL 1 11/251195 MIN. 4* 1 1 11/415/95 BID. AT TOP, BOT, II I 6 SIDES, & BACK OF -CAP FLASHING BEL,',)* 71�`95 RECESS SEALANT-\ PLYWOOD /A6.4 _31 Lr) 1 5/9' RUNNER fry T_ A&S AT TOP & BC,T G. AT EA SIDE & FACE OF BRICK TYP. 41 aL SEALANT TYP SLOPE TO �oi PAPER OVER EXT. GYP. --BRICK SOLDIER COURSE SEALANT TYP. SLOPE TO 1 5/8' STUDS o MAX RECESSED OR Lj SHEATHING , r FACE OF BRICk TYP. :A^W-AZ %W _-4 "QV'f I CONTINUOUS SEALANT TYP. ,,FM!-RECESSED ------BLIILDING PAPER OVER EXT, W/BACKER ROD LM-1"- -I I I 7 GYP. SHEATHING L EOUIPMENT --BRICK VENEER ---�ZALANT BACKER 1*00 1/4- -'-EAR (TYP) '--------E3LJILDIN(; PAPER OVER EXT _6" METAL STUDS A6.4 *HERE BRICK & METAL S. GYP. SHEATHING CONNECT 20 GA STUD EA SIDE BRICK VENEE METAL STUDS --EXT. GYP SHEATHING MTL FLASHING OVER BtX. ELM 41— ----BRICK VENEER EDGE OF SOLDIER PAPER OVER GYP SHEATHING COURSE ABOVE 6' METAL S_UDS < > A 6 . 5 EXTINGUISHER CABINET jRAMT DETAIL 1- PARAPET/ROOF SCREEN JUCTION_ r�'�PARAPET CORNER `�_' PARAPET/BRICK SCREEN JUNCTION { ,�` FIRE (A 112'=1'-0' '\A&5� 1 1/2"=1 -P" _A6.5) 6 FtFDMOD LM,.SW 94,0,VO(SLOG 240) 10 OF 23 294048.04 WOU01A PKWY,, 1535A) N 6UP W-Mi 241, ru AS-REVISED FOR CORE PERMIT 3/14/95 W6, MICROFILMED 14 11 mm- 0 Gtw i4i6104 61 CHINA 61 IN T iy i � � 1t� � � 11 � I - Ai afr CXXX XXM L=CXZ3=:j AS-3 E nL N V I- 3 z W SEE PLAN -1,5 Li 0 \ 5 a A \ <79-1) yc11y fl 7.1 7.1 1U' 1U' 7.1 7.1 Alf 10 1�' 1 1' 1o' ? 3/8" IU' '� !/4" 7 1/8 ' ` 10 ;O, i C1' S 1 s ; t AFS x a irti ),fir I U' 'i I✓4 i�.+ �,�, a /4" 3,. rpi T 4' (, 3,�r 4' r ♦ ♦ 4 3/4" I I WALL ++6A ! ♦ r _ ♦ r �, i t' t, ; 4'-6" ;. WAIL � � � � •. '` r .t 1 Wal; I TM t PIA PIA PIA I W WAIL WALI © r� 1 , _ _6_ `° �� -_ _.... a ;; cj�j 6 _ KEYNOTES �'s 11 I I e 6 1 A6.3 iN� , .3 A6.3 Ab.3 A6.3 G� _ A6.3 A6.3 I _ • 1. ROOF HATCH • K 2 I�'M PIPE O STAIR TO ROOF C rJ IIIJ 4D- Ii 1 I 3. FACE SOFFIT TO COVER CHANNEL • FLOOR ABOVE • • 1 - 4. EXTEND GLASS TO END OF STAIR TYP. �.- pyj 5. BRASS HANDRAIL ON 0!MSS WALL. Q ..f4 4 .-... \ _ _____ - -�I► -- PtA T. ___..-__�_ _- PtA 6. %' TYPE 'X' AL:. WALL & CEILING SURFACES TYP. O STAIRWELL. C " ip' on PIA ch PIA C PIA _ G I _ . 7. RECESS RATED WALL. AROUND MAIL BOXES. trL O qy 1 1 M PIA i 8. BRASS RAIL. llJ sy 9. GYP. S'EILINC. -- • c>.> o N 10. SUSPENDED CEILING 9 6'-i1" O TENANT SPACE, Z 3 O c 11. RATED TUNNEL ;BUVE. W � in -� I 12. 8'--11" SUSPENDED ACOUSTIC CEILING. y[ v c� _ _ `'� 4 - _ ti ti 14 BANDINr;USPENDED GYP. CEILING f�l �"'✓"�,i-4.M� (,) M O • � O - C PIA 1 ~ - j ~ 15. ADD 1 HR HOR1Z, SHAFT LINER TO UNDERSIDE OF STAIR STRINGERS BETWEEN p a.IL l BETWEEN SECOND AN THIRD Y. tia� � D 1RD FLOOR ONLY. DN PIA _ Uh _ o UP i C� UP Zc+ PIA o t 0a 0-1 ip I 302 - Ln O 1 '-6' in ') 'I MIN \ F 0. S I Ui1 X02 F.O. STUD z'k '� - �t_.. F.O. STUD (� N Z F / � ♦� \ctL�p 1 F.O. STUD - \ / T \ 1 \ J PIA - F.O. STUD 2 ! ^ O 1 Sim 2.1 SIM LLJ w V STAIR #3 - FIRST FLOOR STAIR_ #3 - SECOND FLOOR VSTAID #3 - THIRD FLOOR V' O A .1A 1/4"-=1'-0 A7.1A 1/4"=1'-o" A7.1A 1/4•=1'-0" cy- O Q � O CL Q U =� h- L-L U Q Z r < > E D 5 C7 U FF D ZZLJ LJ CL M -- -) I M o m o Q CL \ �7 2 - Li � w 6 THIRD FLUOR THIRD FLOOR THIRD FLOOR 6 3/14/95 9 13 I V 8 J 15 ? DRAWN gam: / �5\ SLD CHECKED 8 , 15 A7.1,p .,, ---- � I :)RW 3/14/95 6 I r REVISZ)N 4 6 15 0.Q5.�tG SECO^JD ~LOOP S �� SECOND FLOOR I SECOND FLOOR DAW- 4 7 X12 '94 / 4 a- _------ - B 5 _ ;_ + -b9 C8 9 4 12 3%14, 95 5 :,' � .. J� \ FIRST FLOOR I FIRST FLOOR FIRST FLOOR STAIRWAY STAIRWAY I_ HALLWAY T _ASTAIRWELL #3 SECTION B ELEVATOR HALLWAY SECTION c STAIRWAY/HALLWAY/ELEVATOR A7.1A_ -- - -- -1/4"-1o� ' --0" - --- -0 1A7.1A ELEVATOR SHAFT A7 . 1 A A7.1A ,�4"=1'-0" SECTION s u' ,7' 1 QEf+v.'t�00 L.N..Iia Nn cjkx �c►w 294048.04 swowo CBLW "m I +, Or 23 %- P"w. 1slw. AS REVISED FOR CORE PERMIT 3/14 G5 0 MAIC 2 R 1995 M1CRO�IL.MED 1 � 1 11 ! 111 I ! 1 ! 1 1 ! I 1 1 1 � 1 1 111 1 11111 111 1 I11 � 1 11111 1 i 1 i I 14 I I I I I � 1 1 � � .� �� 1 P•Y�- (31.A�t MADE IN CHINA IN <)> > 1 3 :" r a 3.1 A 4.1 +O 1 a M <A> o V) V, , C5 ,, ! \ 40 c fro 49 Q� O 1 ` ' I - - 1/2!/•4 x/2!/•4 .Q t 2006 I _ 7.1 lk �y Z 8 6 J -'"��J 4 JABI W8.1Y ! � C � _ o_ --- - o w o r SVOPIE OE4 11 _.. ~ z A8.1 3 - r 5 4 1 10 - 4 5 5 +�._• 12 12 4 ` i2 1 12 f g31 W 0 IQt 1 - 5 - - � � W _ O _ 4 MATOL DEPT11ISON I — — — — CL � 0Z - - U -- Q rr - 1 - - - - - - CL - - T Z O 0 J 1 I _ r _ o - - Wm 9.1 2 A 4.1 .� 911 A4�1 PLAN KEYNOTES - J L.L. 1. 2 x 2 SUSPENDED GRID AT 8'-11"t A.F.F. NO TILE, W 2. LEAVE OUT GRID AROUND COLUMNS TSP w 3. START CEILING GRID ON CENTERLINE OF BUILDING GRID - 4. GYP. BD. CEILING OR SOFFIT AT 8'-11't A.F.F. TOS 5. GYP. BD. HIGH AS POSSIBLE 10'-C" MAX A.F.F. 1ST FLR REFLECTED CEILING PLAN - 6. EXPOSED TO STRUCTURE RUCTURE 7. EXPOSED TO STAIR STRUCTURE (CLEAN do PAINT ALL EXPOSED M TL SURFACES; 8. PAINTED GYP. BD ON UNDERSIDE OF STAIR STRUCTURE 9. SUSPENDED EXTERIOR GYP. BD. SOFFIT 10. 2 x 2. SUSPENDED ACCOUSTICAL TILE CEILING AT 8'-'' � A.F.F. — 11. GYP. 9D. HEADER 7'-0" A.F.F. 12. GYP. BD. HEADER 8'-5" A.F.F. - 13. VAULTED GYP, BD. CEILING 11'-O" A.F.P. O HIGHEST PT. E D C B A V i SECTION KEYNOTES `8" *—••+-•-�-�_- -- -- �-I -- BSUSPEND LIN �D oc C C C. G)? CEILING G �o RF� B f7--7 CA 103 E15 (NO TILE ® TENANT SPACE) D. VAl I.TED GYP. BD. CEILING BEYOND t DAIS: 1 i i ;o o ��I I .:_ f E. SMCKE DOOR I F. 3'x Si' DOOR X 7 /1 2 ! 8!3/94 ASIA � 1/25/95 �CORRIDOR SECTION CORRIDOR SECTION 01 w X 1/25/95 2 95 x1 27g� ,'-o" L�� + 3;°14 95 2 3 4 5 6 7 g g � � �..,� J '�'/" _ RATED RATED ! RATED RATED ENCLOSURE CORRIDOORsow, CORRIDOOR ENCLOSURE 37 sk, wk%ks -.T- W"- Nol , i r �� i ! "--I HR TUNNEL CONSTRUCTION TSP. 0 I C, 11 ! A9 . 1 B o B C D \\ A B �J R �. 1 I A C A J A // 1"B� \� / 0 NAIL ! SiM IMArm umwId- Or cc Blipp BE4-0, . �; �.�, CORRIDOR CTION - - - 294048.04 � 9,. ,� 3 12 Q 23 �� - -._�_.._ .- _____,__--________----__.__ _____.____ _ ____• _ _ _ AS REVISED FOR CORE PERMIT 3/14 .95 MAO, MICROFILMED IT-It, i � illl� VIII � flPm_ (Mu' II f I , I , III I , I { � � 11111 I 11111 � I , i , l �ll , i , l � 1111111 sa � 4 M►OE IN ICH,NA J� f. 4 < > < > <1 > (L --� 243'- 1/2' 43'i/2" 301-0, ,1U' I) 301•-0" 15' 0" W a 4,40 1 a !—A Q C W t 40 _. .,....___._ _ ._ ._. _.__. ......_._.._.._.. __ . . - -.._.. -_. _._.. . . rte*. 'C fib c on 49 Q I , I 10 O � ~ � � • • _ _C O C r lA __ ____I C 1 W_ CL o o e 1 I �� -� I i Z 1p 1 �` 6 1 �" 4 4 I ' � --- — A8.1 A8.1 H c 0 Go r; ^ 6 -'� — -- SLOPE SLOPE 6 \4 \4� I 1. Li<Z> 1 t �s..�a•.i,._i.. 9.1 4 4 - - A8.1 .48.1 ' W C 12 5 5 4 4. 5 _ 4 a W 9.1 14 5 4 0 4 12 _ 12 t 2 �-- �� 1 Q - _ — - - - Q w ::D O �! �� 4 M OLD T - ' o' 1 3 ON i N _ - - 1 - - - - 2 + mOZ I j - - - - -- - - - -- - - m T1I I - --- - -1 5 --- - --- ---- — - - -- -- Z r— 44— I ' CIO � a'y W m 00 ' U NA 9 1 A4 ' A4.1 PLAN KEYNOTES W 1. 2 x 2 SUSPENDED GRID AT 8'-11"= A.--.F. NO TILE. ' W t 2. LEAVE OUT GRID AROUND COLUMNS TYP 3. START CEILING GRID CN CENTERLINE OF BUILDING GRID 4. GYP, BD. CEILING OR SOFFIT AT 8'-11"t A.F.F. 1ST FLR REFLECTED CEILING PLAN .5. GYP. BD- TO HIGH AS POSSiELE 10'-0" MAX A.F.F. 6. EXPOSED TO STRUCTURE 7. EXPOSED TO STAIR STRUCTURE (CLEAN do PAINT ALL EXPOSED MTL SURFACES) 8. PAINTED GYP. BD ON UNDERSIDE OF STAIR STRUCTURE 9. SUSPENDED EXTERIOR G`P. BD. SOFFIT ; 10. 2 x 2 SUSPENDED ACCOUST!CAL TILE CEILING AT 8'-11't A.F.F. 11. GYP. BD. HEADER 7'-0" A.F,F. 12. GYP. BD. HEADER 8'-5" A.F.F. 13. VAULTED GYP. BD. CEILING 11'-0" A.F.F. O HIGHEST P'. �J > CI j H G F E D C B A F v I 6-3-94 I ( DRAWN 9" i SECTION KEYNOTES _ DVM/s_D - "'-- A. GYP SOFFIT BEYOND „RW ` - - B. SUSPENDED ACOUSTICAL CF!I.ING 0 C C. GYP CEILING • � E13+'10N A B B o �- B C109�C �08 �08 C 1 i I ,�, (NO TILT W TENANT SPACE) D. VAULTED GYP. BD. CEILING BEYOND +� DA-E; ;0' ao o 00 E. SMOKE DOOR ` ! F. 3'x9' DOOR I 2 94 8,/3/94 X 2L/9_` CD x t /25/98 E CORRIDOR SECTION 2 CORRIDOR SECTION - ,/2 7 9. _._.. t/8.c V-0* 9. 1�8•._ V-0" '14 95 a` 2 RATED RATED RATED RATED ENCLOSURE CORRIDOOR CORRIDOOR ENCLOSURE . eu �: � •cam; � I D 1 HR TUNNEL CONSTRUCTION T1P. 0 — --- e-1 r ` � I / � - � \ / A ��\ E� 1 J ._ Vic,• 0` 1 B A C) 1 C A A (} �.J G� A B A9 . 1 I , V% 0 NAIL RAA n"Ano Iemr 0�. a to 3 CORRIDOR SECTION 294048.04 :URE PERMIT 3/14/95 n�q?� �e��, �,��, 9. , _ �/e"R 1�_0" AS REVISED FOR � .� M ICROFILM '"D 1 � 11I11 � I1I1I1 I , I ! l � 1111 1 I � I ! 1 �1 C�� 11 �1 �1� 111 ' (°m_ (HAIR 4 MADE IN CHINA IN �. I I I n CL 14-0- , �.. did• -CI.. 30'-0, 19' 0' .101_0^ I 301_0.' � 30•...p- � 10'--11• / A v') r, vv y4l Q cgo uCi 1 - A _ Q c o< ' C \ _ - - - - - ( V) C 2 _ .2 �'` p. E C v 8 -T4 W r• a 4 7. W 3 o Co os 1 SLOPE SLOPE - - E — — . MEC /ELEC "• . I _ DN I -- - - - N A8.1 WOMEN M A8.i DIN O _ _ z 86 10 � w oc b.ch � 0 I _ N 3 i l WON - - - - - -+- - Q.. 2 �— 0 Z op, Q F-- _ _ — Z) CL, — __ of --•� r - -- - - - -- _.1.- _ I -.�..._.. _ — I i - _7_- __��— -t-� i 2 � a- L L 000 b J L (V ---------- ---- UUJm 2 Li A4.1 A41 PLAN KEYNOTES f W J 1. 2 x 2 SUSPENDED GRI.) AT 8'-11"t A.F.F. NO TILE. '- 2. LEAVE OUT GRID AROUND COLUMNS TY? w 2ND FLR REFLECTED CEILING PLAN 3. START CEILING GRID ON CENTERLINE OF BUILDING GRID w - 4. GYP. BD. CEILING OR SOFFIT AT 8'-11"t A.F.F. 5. GYP. BD. CLNG. AS HIGH AS POSSIBLE 10'-0" MAX A.F.F. 6. EXPOSED TO STRUCTURE 7. EXPOSED TO STAIR STRUCTURE (CLEAN & PALNT ALL EXPOSED MTL SJR'ACES) 8. PAINTED GYP. BD ON UNDERSIDE OF STAIR STPJCTURE 9. SUSPENDED EXTERIOR GYP. BD. SOFFIT _ } C. 10. 2 x 2 SUSPENDED ACCOUSTICAL TILE CEILING AT 8'-1t"t A.F.F. 11. GYP. BD. HEADER 7'-0" A.F.F. � • �� 12. GYP. f3D. HEADER 8'-5" A.F.F. 13. VAULTED GYP, BD. CEILING 11'-0" A F.F. I0 HIGHEST FT. 5 6 7 8 9 j 6-3-94 i DRAVN By: rG) i SECTION KEYNOTES _ SBM - - CHECKED 9'*: \ -- A. GYF SOFFIT BEYOND �� CC� I A C B C { �' `o B. SUSPENDED ACOUSTICAL c;EILING - -7 In A I %f � I C. GYP CEILING = ED ;o ODI I' ,' 1 0 0. VAULTED GYP. BD. CEILING BEYOND pA � E. SMOKEDOOR -- F. 3'x9' DOOR f RII� k F /12/94 �s 18/3 g 4 CORRIDOR SECTION ` ' ' ''25 9� CD 3 Mt •'25 95 In pus i "-2 1/27/95/ 3 M3 cr, '/24�b I �� 94l �� C C A A9 . 2A T u 2 CORRIDOR SECTION 3 CORRIDOR SECTION ' t ,/s•- ,t—o• n 8.0 4 0 L.. 404 REG�KIL}p LI"l,9f,5Q 'U-03W(BLDG 7-4f)) AS REVISED FOR CORE PERMIT 3/14/95 MAP, z R 1995 MICROFILMED i Ij ► i i i 111 11 i 111 1111 I 1 I � I ISI 111 1 I 1 me- CRAW 41 MADE IN � CHNA � IN � � 1 � � 1 1 ; 3 6< > < > < <>0 Li I4 3' 4 , / Sl)' .0,. 1'1, ll,. 301l).. 30 _ _-.... ...J Ok 9 Qt I <CA > c� 1 _ -r ► --- - �. Q F ad L 1 U — / Iu, — - — ( � I-- T C K3 N c ? Aa LAJ 0 15 rt 4 7. 7.1 vi �A 9T 4 0 cl- CL :- .1 _-- cape 1;�.ovE 7/ELEC - -- — —— — w P ! 13 AN. A8.1 WOMEN MEN DN - — - 71 1 �✓ _ 1 - -- - -. ' I Li 8d w 1f1 < 0 w I - — :DCr, � 0 ! -- - -- - - - 1 L 3 O N Q0z - - - _ - - 2 _ a- U - Q __ - - - C i f m --- --- - - -�-- - -� - -- - - ' - - - --� -- - - --� - -�--{ 1 — — 2 cy- I I O c� � I -- -- O c 001 AE .1 HIT Uw 1 ,J;2 W l� A4.1 qe, U PLAN KEYNOTES w i 1. 2 r: 2 SUSPE'N'DED ;RID AT 8'- 11"t A.F.F. NO T:LF_ �' _ 2. LEAVE OUT GRID AROUND COLUMNS TYP W 2ND FLR REFLECTED CEILING PLAN 3. START CEILING GRID ON CENTERLINE OF BUILDING GRID L� - _ 4. GYP. BD. CEILING OR SOFFIT AT 8'-11"t A.F.F. 5. GYP. BD. CLNG. AS H(GH AS POSSIBLE 1C'--C" MAX A.F.F. 6, EXPOSED TO STRUCTURE U 7. EXPOSED TO STAIR STRUCTURE (CLEAN do PAINT ALL EXPOSED MTL SURFACES) 8. PAINTED GYP. BO ON UNDERSIDE OF- STAIR STRUCTURE 9. SUSPENDED EXTERIOR GYP. BD. SOFFIT r' 10. 2 x 2 SUSPENDED ACCOUSTICAL TILE CEILING AT 8'-11"t A.F.F. " / ►• x: 11. GYP. BD. HEADER 7'-0" A.F.F. 12. GYP. BD. HEADER 8'-5* A.F.F. 1.3. VAULTED GYP. BD. CEILING 11'-O" A.F.F. ® HIGHEST PT. i 5 6 <>7 8 9 DAT<: 6-3-94 DRA**4 BY. I f�D SECTION KEYNOTES - j ✓-2c-c� BY: I '- ___---_-- A. GYP SOFFIT BEYOND i �\ / B. SUSPENDED ACOUSTICAL CEILING R ITItONA c t g }� C I ) A C A C �\ /' o C. GYP CEILING ` CLOSP#C _ - � '' tt J �/ `� I D. VAULTED GYP. BD. CEILING BEYOND o I I I -, o F. bo 60 I \ ,/ \\ F. 3M 9KDOOR R 9 m, r 7/12/94 y F Q ran Lam" F) F 1 X 11/25 95 c �= X 1 '25 X95 CORRIDOR SECTION 9.2 1/8"- 1'-0" 4/9 5 F E D , C �B A F �/ - a W :^ LD Jx O .H �}4 I M.• o N A C �oc C C^ tU -' '' I A9 . 2B °° oo w �° _-Ar- 2 CORRIDOR SECTION 3 CORRIDOR SECTION 9.2 1/8"= 1'-0" 9.2 1/8"= 1'-0" 1w, 294048.04 ► AS REVISED FOR CORE PERMIT 3/14/95 241) MAR 2 8 11y1� MICROFILMED � iii i s i � � iii ii111 -61111110 i i iii i i ( � � � i i i 4 ` I iii ( ' ( 1 ( ( ( ; ; I t I 1 4 I I 11611I t , �,I� PilIPB•- �31J►� MApE IN CHINA IN I .1 > < > < > < > 51. d i , U 1101 U S(1' ,( X �' � Aa.1 i i F-- � +• C � wf 19 -�-- I � 1 I W . o f fl- I- • Ft o ►�- ave oo c r' C • 2 Ot'M 7-11 .1 4 W4F i ��C ,.. � o i 8 : lco -^1 < o a Ac Q � a T. SLt�PE SLOP[ I LA 6 4 4 7 ' i ME H ELEC. - <Z> -- - I [� it L' t ! z c� AN A8.t WOMEN MEN A8.1 c---- - - - .Z DN LJ F tLL 4 U N 1 _ O � (' 10 = 10 _ 10 W iDIN , ~ e o I 2 1 1 IT 2 17_ 5 - 2 1 _ 12 4 2 2 5 4 2 _ v H� 2 I 2 3 � QN — LJ U — r-.- I i I I 2 74-- i ol � i OZO� <K> U U — Gm rW A4.t- A4 1 PLAN KEYNOTES W 1 2 x 2 :SUSPENDED GRID AT 8'- 11"t A.F.F. NO TILE - 2. LEAVE OUT GRID AROUND COLUMNS TYP W 3RD FLR REFLECTED CEILING PLAN 3. START CEILING GRID ON CENTERLINE OF BUILDING GPID ® 4. GYP. BD. CEILING OR SOFFIT AT 8'-11't A.F.F. ,/8"` _0. 5. GYP. 13D. CLNG. AS HIGH AS POSSIBLE 10'-0" MAX A.r.r. 6. EXPOSED TO STRUCTURE i} ' 7. EXPOSED TO STAIR STRUCTURE (CLEAN t': PAINT ALL EXPOSED MT'_ S:;P=ACES; 8. PAINTED GYP. BD ON UNDERSIDE OF STAIR STRUCTURE r:� 9. SUSPENDED EXTERIOR GYP. BD. SOFFIT 10. 2 x 2 SUSPENDED ACCOUSTICAL TILE CEILING AT 8' ""t A.F.F. 3 4 5 / 6 7 �, 11. GYP. BD. HEADER 7'-0" A.F.F. 12. GYP. BD. HEADER 8'-5' A.F.F. - I 13. VAULTED GYP. BD. CEILING 11'-0" A.F.F. p HIGHEST P'. 1 � I D 6-3-94 DRAWN BY: SECTION KEYNOTES aQ,e,, seM +i :>-_C'KED BY A �C t CC A C) B % A -co ©� A C - �' I in o 0 4 I 441 A. GYP SOFFIT BEYOND co co B. SUSPENDED ACOUSTICAL_ CEILING _ REA90N � � - - C. GYP GELLING � _� _R C�C>;S�G ( F F E E F F DE. SMOKE DOOR . 8D. CEILING BEYOND DATE: o F. 3'x9' DOOR x RAI '1 2 9�. X 7, CORRIDOR SECTION "''� 8 3 !9a •�� Aar 25/95 ) Al.aA cn F E <D> µsl � A" (n I I 4.1 61 .1 .1 61 .1 A9 , 3A 2 CORRPPR SECTION 3 CORRIDOR SECTION 4t`48 .04 r Is _ AS _ •�,��,, ..t:,� .__.__ _ __ _. —_________.. — ___ _'._ __..._._ .... ._. ._.____ _-. ______.__._ _..._ ___ _�.._. — .___ _ _ ____ .__ _.____ __ REVISED FOR CORE PERMIT x!14/95 _._. RIP A4 b'�� .rya 241) MAR 2R1995 MICROFILMED ; � i � ill 1 � � � I � II � � � III ' � ' � ' � � � i � LII � LIIII17 �LIII' 111III Nm*- GLM 41 MADE IN CHINA IN . I � « 243'- 4„ v- i _- . . .. �►" t��' f'.' �i' 30'- n 15' W Su' u' C !/1 3 W A4.1 " J. OFF- I 0 - — <B> O - 1.7 i a C +rRwlfY 1 A B Z � 3 Uc x 00 c _ - C $oEo \ \bJ 4� 4 4j } 1 MESH ELEC. - $ - —- - - Of Li 3 _ -. _ j JAN. WOMEN MEN -- - - -- _ 1-4-II 1 I Z r- DN - -- 3114/ A8.1 A8.1 4 - DN t- - _ ' _- O +- - 10 10 1 00 N _ - - Q 12 5 2 11 12 4 2 2 5 4 2 - 3 _ Of - - � � Z Q t --T _ I -- - i _� -�- , { - I - - - � I ~1 CL 7;;64-4 I � I I --+-- -- ? LA_ LJJ 4 I -_- - - - - - - - - -- - -- -- -- _._-- s 2 �- A 1 k1'c l� PLAN_KEYNOTES _ W J 2 x 2 SUSF'r-NOEU GRID AT 8'-11"t A.F.F. NO T.'LE. � 2. LEAVE OUT GRID AROUND COLUMNS TYR w 3RD FLR REFLECTED CEILING PLAN 3. START CEILING GRID ON CENTERLINE OF BUILDING GRID (awl' 4. GYP. BD. CEILING OR SOFFIT AT 8'-11"f A.F.F. 1/8"= 1'-0" 5. GYP. BO. CLNG. AS HIGH AS POSSIBLE 10'-0' MAY A.F.F. 6. EXPOSED TO STRUCTURE VL 7. EXPOSED TO STAIR STRUCTURE (CLEAN do PAINT ALL EXPOSED MTL SURFACES) 8. PAINTED GYP. BD ON UNDERSIDE OF STAIR STRUCTURE ~ 9. (not used) t "~ 10. 2 x 2 SUSPENDED ACCOUSTICAL TILE CEILING AT 8'-11't A.F.F. 6 <7> 11. GYP. BD. HEADER 7'-0" A.F.F. _,,q'7r 12. GYP. BD, HEADER 8'-5" A.F.F. 13. VAULTED GYP. BD. CEILING 1:'-C)" A.F.F, O HIGHEST PT. i 6-3-94 DRAW! B`'. _. SECTION KEYNOTES SLD/DVV c `in B (C C B 'A C B A C B I �n `� A. GYP SOFFIT BEYOND SRW 00I °p I co co B. SUSPENDED ACOUSTICAL CEILING REW90M mur arvnoU)M I' / \ - C. GYP CEILING i E1>10N SWG D. VAULTED G`P. BD, CEILING BEYOND DA E: E F F E. SMOKE DOOR F. 3'x9' DOOR =� IX17 121'.- i_;4 CORRIDOR SECTION X 8/3/94 : x i i') Y -5/95 ,".3 A_ .r x 1 25/9F � 1/27/S115 3 14 95 F E D F L7 3 o C m A .003 B (A'nl z 2 CORRIDOR SECTION 3 CORRIDOR SECTION 103 254048.0 4 d1A f�. 1g� __—____ _ ____ --__- _ - AS REVISED FOR CORE PERMfT 3, 14/00'5 ti 1w�+rt +D Y1 MAP 2' e1995 MICROFILMED - (� MAOR IN CHINA 1N 1 1 V S.! i_.., •_... ..... .._ ...«..... ...r....,.._. __. r I I• �1 arc) U I ��' F+' .oil LIN i CUV.Mot%rtx I I 1 � � � �,._...+-..•-"'`� ( � � "1 �1� � � 'mow 71 i o ' .___t (� 1 '< LL—J �' a _ ..._...�� _.meq ,\ r--___._ .� ------_____..r...._.... „r.---.--.=� _.�r-•-�'...-' _______-___ .�.w, ___-._---�==l-l._._.._. _.._..__... --'---�j /'"' I,•_,_._.r... _... ----- --�,; '�, "t SI"' I mill � I I A { I A iil I 1 1 I Ll I I I P'AICIPC COM"Tc CENTER A G r d 51robt c?1?1 Y i • Tom, ►hilar S ti Mnrt�al Po l REDWOOD LN 6W RUP 9"3% fOLDG 240) 18 OF 23 SEOUOIA PKvVY, 15':50 pUP 94-Ml 'BLDG. 24+11 MAR 2 8 1995 MICROFILMED IIIII � I TIE I I � III II ! IIII Illll 11111 hill I 11111 IIID IIiIIII I IIIII Illlllt IFmm- OL4N 4MADE IN C141NA IN i M • t •4:. r _..._•�......«_w..wrrn_....._...._r.w«_.. -....,.... ...... _. -.�. ... _...- ......y. ...... -r,._e—__+__.-.r.__.,._._- .._... ...........-.•,_.,..._. ......... .. _ �. ... - .... .... --- .,__.-.._._.... •--r.w_..,4��Mr..._.._......_..w....._.._ .-�....__.w_._. ..-,.�......._r_w.•+•r........_..._._ _.,,.-...._.... _ :__._w_.,..r...._�..._..-.....+_.......r-_... n...r _-w._w _.... I�' ' S II L ..-..__. __ .. .,•..._.. ! � •pit' , i ti .,�"`�""""�:.w"!"'"".r....,�' _...._........_._..._._...._-•-'--.,.....�.-_:_ �---._ .. �.�p.��` .�/! ._ _..... ,as,,,s�c.a. .u,.,,Os.,,�__�.,,„,�.,,,aai,fwt:,�,,.,,.,�u •� ! i � ....., •_•.___.._......•.._...._.,......—._.._,._.. ..•.�...,. .n.,„....._-...,..._,».. __ .... �., uu,q�r,;,.�, �,�;::rR qW, +wxs r.,q�. :.eau..waa �... ,. -. r.� t, r � r � ` � �� ! 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INC, Miro F T L ANG', CP: a �- 3;ICS d g� d 4' _ SG�sLE irk"af•�:�, a �• PEDWOOO LN• gg§p BUP 94-0300(9L DG. 240) 19 OF 23 >FOUOIA PKWy,, 153W 13tJp 94-OXI (BLfXj 241) '�ad�Wasaatl,n�iy�uu 'nwe��:.� �gm! ��:a��p1mis" _ =-s � '.-... ,� .,�.uWa�".d@�� Y�?''y�«�,.e.... .��wh irR .i,r--�.�N a-.�� - ,�,. .. �- ,t��tM�&MtFtwa >;a�t,aF.�4&�::nX��.::,.. -... •.�_s.u• _,... ;.'rr. a:. ....._ ...... -.______- MAk 2 6 1%5 MICROFILMED � IIII � I VIII I VIII { 1111111 VIII I 11111 I 11III IIIJIIl I 11111 11111111 I IIIIi IIIIII � I 1 per GLAW 4 MADE IN CHINA IN I 1 1 1 1 I ._.11_�, •�* Imo---, -_. ( .. , r 1 I � i r — { - -4 I A f R -rT-T I i , I �LL L i ON , I ' � j I ,� _�,k -lT �r :� ► - f �-� - I "l'Z'"j""�"'----�,_ _._,; _ _-„tom_... - ._.. � __ �._- -....___.. ... `� ._ ._ _ �• _, r,� _ ��_ ��.�:� _ - _. � ,._..___.._ �^ -.�-_ _ '' ._ _ __. ' _ _. �_..___..__._ _ ._...___.M __ ._..._ _..___ ._ ____._._,_ Ea ._— 1 FT,� H, 1 L /N b• I I 1 I Ov4< 444 104 I 1 0— i I � i i i t I I F , �........ 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