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13221 SW 68TH PARKWAY STE 100 .t k a r '.b F 1 a t J L 0; EYtSTING 1 HOUR v c O FIRE RATED CORRIDOR O m 0. ° 7J/,�` WALL TYPES LEGEND INDEX OF DRAWINGS Y - - - EXISTING CONSTRUCTION TO REMAIN A2 1 FLOOR PLAN, DETAILS AND NOTES c I -- NEW WALL TO UNDERSIDE OF CEILING GRID, SEE 3-5/A2.1 ` _< 1 - SOUND ATTENUATION BATT NOT REQUIRED , " COPE OF WORK GENERAL,. NOTES SERVER 00.SCOPE OF WORK FOR THE pR0,1ECT INCLUDES ONLY r•F 101 THE ADDITION OF ONE NEW WALL AND ONE NEW DOOR F 3 FT A. CONTRACTOR IS RESPONSIBLE FOR VERIFING ALL DIMENSIONSLO IN ONE ROOM OF A TENANT IMPROVEMENT. of ° -- I AND CONDITIONS AT THE SITE BEFORE SUBMITTING A BID t� c g _ OR PROCEEDING WITH ANY PORTION OF THE WORK. DRAWINGS e - -- - --- - - - - - - ----0 4 I DO NOT REFLECT AS-BUILT CONDITIONS. �„•• a B. WHENEVER QUESTIONS ARISE OR CONDITIONS ARE ENCOUNTERED DEFERRED SUBMITTAL_ ► S 'Q, c a Q i Q STORAGE - WHICH ARE NOT COVERED BY OR ARE IN CONFLICT WITH THE - I- W . ? 102 _ CONTRACT DOCUMENTS, CONSULT WITH THE ARCHITECT PRIOR MECHANIC.'-t_ c 04 TO TAKING ANY FURTHER ACTION. DO NC F SCALE DRAWINGS ELECTRICAL t C. PATCH AND REPAIR EXISTING CONSTRUCTION AS REWIRED. FIFE SPRINKLER W v CL "' O 0, CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT O 'n <3> DETAILED REQUIRES THE WRITTEN PERMISSION OF THE U �- 04, -�-A>c � 1 STRUCTURAL ENGINEER ==__ = AREA OF �t'ORh; � D. CONTRACTOR SHALL RELOCATE EXISTING MECHANICAL Client _CODE SUMMARY CADENCE ELECTRICAL AND LIGHTING AS REQUIRED FOR INSTALLATION EXISTING 2 HOUR ON NEW WORK. COORDINATE LOCATIONS WITH TENANT PRIOR AS N EDITION, CORPORATE KEY PLAN TRAINCLE FIRE RATED SHAFT ® PARTIAL FIRST FLOOR PLAN TO CONSTRUCTION STRUCTURAL SPECIAL YCODE ATE OF OREGON PARK - E. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE �211FIRS i FLOOR �2. 1/8 =1'-0" LEGALLY DISPOSED OF BY THE CONTRACTOR, UNLESS NOTED OCCUPANCY: OFFICE BUILDING B OTHERWISE F. EXISTING MATERIAL TO BE RETURNED TO THE OWNER SHALL BE CONSTRUCTION TYPE TYPE 1i — FR ATTACH STUD TRACK COORDINATED BY THE CONTRACTOR DIRECTLY TO GRID FULLY SPRiNKLERED - 100 G. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE / --� SUSPENDED ACOUSTICAL SUSPENDED CLG \ WORK WITH THE OWNER AND ARCHITECT TO MEET THE OWNER'S AREA OF TENAI4T IMPROVEMENT APPROX. 47�J S.F. -- PANEL CLG ASSEMBLY I / ' 3" SOUND ATTENUATION SCHEDULE Pro iect - BATT LAID HORIZONTALLY H. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION CADENCE 45' ABOVE CEILING 4'--0" ADJACENT TO NEW CONSTRUCTION. AFTER WORK OF THIS � � THE OFFICE BUILDING IS PROVIDED WITH AN AUTO�t4T1C FIRE TENANT ••� 4 , ; T CENTERED ON WALL AT CONTRACT, CLEAN E'X,STI;JG APEAS AFFECTED BY THE WORK PFOTECTION SYSTEM AND AUTOMATIC SMOKE DE.TE�TION T�4RO.1GH,)UT, IMPROVEMENT q2,t' °•' " OFFICES. r TO THE OWNERS SATISF-ACTION ` ••; CUT TILE FOR T7GMr• 20 A- GA 3 5/8 METAL STUD BRACING !. CONTRACTOR SHALL REP 1 OR REPLACE EXISTING CONSTRUCTION • FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" DAMAGED BY NEW CONSTRUCTION. MATCH EXISTING SURFACE 3" SOUND ATTENUATION BATT CASING BEAD USG 200-A OC W/ (2) #8 SHEET METAL FINISH MATERIAL ••• ••• ••• AS- OCCURS ( v SCREWS AT EACH END. BRACING c I ADA IMPROVEMENT DATA . T •. CL •• ; ;' - GYP BD E4 SLUE=!�:� J. WALL THICKNESSES ARE N�)NI� At., ONO. � _• ;l` TO BE PROVIDED WHERE DISTANCE K. ALL NEW 1NTER10t. TENANT WALLS AND ALL WALLS AFFECTED BY ••• • SOUND BATT AS OCCURS • BE PERPENDICULAR INTERSECTING —� �� WALLS OR HORIZONTAL AL BRACING NEW WORK TO MATCH EXISTING ADJACENT TEXTURE AND COLOR NEW FACILITY FULLY A.D.A. COMPLIANT i ••� •• 3 tA" x 20 GAGE METAL STUDS ® 16" OC METAL bTAUO L. PATCH AND REPAIR EXiST1NC SUS ' r � C p .. • ' •• •• : BETWEEN WALLS EXCEEDS 8'-0" OC PE�.D�C 4COUSTICAL. CEILING ALI_ TI CONSTRUCTION SHALL BE FULLY A.'J.A. 04+ L. NT •• n • • TILE AND GRID W.HERt ;AFFEC-ED B ( NEW WORK p v M. NEW WALL AND EXISTING WALLS AFFECTED BY NEW WORK 4 �IVALL TO SU�I'ENDED CEILING TO RECEIVE NEW RUBBER BASE TO MATCH EXISTING ADJACENT 8EZI0 vl GYP BD EACH SIDE A2•1 TYPICAL 3"=1'-0" � C W �" � o RUBBER BASE N. NEW DOOR TO BE LOCATED 4" FROM FACE OF WALL TG • W GYP BD EA SIDE METAL STUDS OUTSIDE EDGE nF JAMB •, .. �, OREGON UJI i�l . •; •; ;•; ;•; ;• ;• • ; 0. CONTRACTOR TO COORDINAI E W,' T 04ANT AND PROVIDE FOR ;• ;• ;• ;}• • ; CUT TAPER OFF GYP $D '•' ' ' CONT ACOUSTIC SEALAN F SPECIAL COOLING REU JIREM:�-TS IN M RY)OM •• . • • • • AT WALLS WHICH RECIEVE • • EA SIDE AGAINST TRACK • • • . • •• OF FLAT BASS„ NO SEALANT AT SIM COND ... • •� • �/� • } • • GROUP MACKENZIE 2003 • • '� ALL RIGHTS RESERVED . KEY NOTES �2" MAX THESE DRAWINGS ARE THE PROPERT` Of .. GROUP MACKENZIE AND ARE NOT TC BE BOTTOM TRACK TO FINISH USED OR REPRODUCED IN ANY MAN 4ER, • ' • 1. EXISTING DOOR . • . • • WITHOUT PRIOR WRITTEN PERMISSION CONCRETE S�.AB:' :.. :.: :.' : � � r : .: : : :.. :.: :.' • •• •• F-LOOR W1POWDEF. DRIVEN ••• • ... .� 2. NEW NON-RATED Y-O" W.-D [)WR.T4 MATCH EXISTING ----- ANCHORS AT 4'-0" OC BUILDING STANDARD, SEE 6/A2.1 REVISIONS: �, 3. NEW WALL TO UNDERSIDE OF CEILNG GRID z L,;; 3 ` NON RATED WALL o 5 NON—BEARING WALL AT FLOOR _ 0 4. NO WORK AT EXISTING CEILING, NO NEW LIGHT FIXTURES y,2 REV1S10N REVISION EDITION A2.1 3/4" = 1'-0" o A2.� 3"=1'-0" o SHEET >— H, CLOSING A } FLOOR OR ROOF ADD'L HANGERS AT ALL MEMBERS SECURE ALL HANGERS STRUCTURE WITHIN 8" OF PERIMETER TO BLDG STRUCTURE TRAPEZE DUCTWORK / L TERAL BRACING W/ APPROVED AND OTHER LARGE BATT AS OCCURS VER i iCAL STRUT AT 12'-0" OC OEISTRUCTIONS — SOUND�� EA WA( ( GYP BD COUNTERSLOPE HANGERS 1F _ _ WALL AS OCCURS MORE THAN 1:6 OUT OF PLUf SHEET TITLE DBL STUD AT JAMB TYP FL�.JOR PLAN OO DETAILS iN n r AND NOTES ; \ �r '' rf.. • STEEL DRYWALL FRAME ;:. —_— - - - ----- -- ---- - _--- FIRST ISSUED: 3/17/03 �k °a� 4 CITY OF TIGARD LAST ISSUED: '� CROSS RUNNERS FIT Appro,,ed '� DRAWN BY: DB/SLV t, t Q )nditionally.lpproV•d.......,. I BETWEEN MAIN RUNNERS x only the wort gdescribed In: __._ i — --- — � �;, ,,`,,;�,_ , AR{v CHECKED BY: IJltit 00 `'__-r A�A MAIN RUNNERS AT 4'-0 OC See 1t.6" t t � •. .. C�--- " SFA .AttAr t0' FOI{OW. ,—� SUPPORT W/ x'12 WIRE AT 4'-0" OC JobA drslu: tta t r #ADD cHEET: SIDE LIGHT AS OCCURS OR W/ #10 WIRE A T 5'-0" OC EA WAY 13y, -&19L- . ._ Date 1/4" TEMP GLASS Y" I 111 A2.1 SI-ABILIZER BAR� LATERAL Br?ACINC AT 12'-0" OC EA WAY MAIN - • _ BETWEEN ALL RUNNER TO STRUCTURE BEGIN BRACING WITHIN MEMBF•RS AT 6'-0" OF PERIMETER AND 2" FROM CROSS PERIMETEk MEMEBER JOB NO. 2020249.08 K*"6 _ TYP INTERIOR DOC. . 7 SUSPENDED CEILING BRACING I— - A2•1 JAMB SIMILAR 3'=V-0" Ary NOTE: ALL CONNECTION DEVICES 70 BE OF AN NTS 9 PERMIT SET 3/20/03 w APPROVED TYPE AND HAVE 100# CAPABILITY p 02024000\AItC"\0eA2-10M0 SLv (13/19/03 10,16 1:9600 ..,. .. .....,mw,:.,„w,.::,,-.,,,.a,•,„..Macy,;,»..,. : _.:,,...,....,.,..__.—,.�—.......•..+•--,�...—.�..,..... ..._........—,.......s,.,.ww}a.n._.:....-.. - .._....-._-........... _..... __.--- -.. __ _ .... .._ .__.___ ._. _ ... ..._ ._.._ ___.----__.. ._. . . _ ...._..,....._.__.... -,. _._... _ ....._....__..___. ..,...- _ _ _.,�,.,......-....�...._.r.-....w.....,......._,.—....-.—•.....-..w- ,«•,..,.,w,l.,,.u.*,,,A",.,... i .., .. ,.. ,. _ ... .,,.,,.,, r�'n ..;.,:....,: .:a.,+weNCllYrwu wrW►,t.rtaY iliJwuor9n,awwc.>...ulati9�s16„� r� illllilll,ll�lll!Illljllll�llf' {111 {III IIII IIII Itll 1111 IIII IIII III II��I III�i{I�'II11 IIII Ililllll�;llll Iti1 IIII 1111 IIIA I ! 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