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Plans (12) BU P2016 - 0017 1 jp i, I rip or- 410911111 NEElE _ EASTER SEALS 1- . 11 . __ fr..../.. . oR 3 •• 5a63' mk. I RECEWEP TIGARDOREGON MAY 1 9 2015 VJIVOFTIGARD ILDING DIVISION . �, DESCRIPTION OF WORK E ATERSEALS1, TENANT , ' SCOPE OF WORK FOR SUITE 103 CONSISTS OF DEMOLISHING EXISTING /'� ' ` OFFICE PARTITIONS AND BUILDING NEW INTERIOR PARTITIONS FOR ADDITIONAL ,� J fi�f PRIVATE OFFICES. SUITE 103 IS AN EXISTING OFFICE, GROUP B OCCUPANCY, L jf ` 7300 SW HUNZIKER RD '/'` ' AND WILL CONTINUE TO BE USED AS OFFICES. SUITE 103 , k TIGARD, OR 97223 1 a- A I - 1 r -Aa ci 1 DEFERRED SUBMITTALS , Q �: 'T Q cv cv T / /; w �' f f' /,"• ,, � MECHANICAL � o 0 r / }�f 1 ELECTRICAL Ch uj c� ROBINSONCONSTRUCTION FIRE ALARM CONTRACTOR ' �. : 1 0 e xi OM 21360 NW AMBERWOOD DR CONTACT: RYAN ROBINSON AREA /oF wf,04, 1SUI *DESIGN -BUILD CONTRACTOR SHALL COMPLETE, AS NECESSARY, REQUIRED TE1 1@ '"� PORTIONS OF THE OREGON ENERGY COMPLIANCE FORMS H I LLS BO RO, OR 97124 I��i 0 I I BUILDING CODE SUMMARY TELEPHONE: 503.545.8531 ; �► _ FAX 503.645.5357 0, a .�.:_. .,. ' 2014 OREGON STRUCTURAL SPECIALTY CODE I CONSTRUCTION TYPE: III-B, NON-SPRINKLERED NOT OCCUPANCY GROUP: B --- IN = SCOPE UIDA INC. ARCHITECT PORTABLE FIRE EXTINGUtSIiERS (OSSC 9�); � K PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN OCCUPANCIES AND LOCATIONS AS REQUIRED BYE I . THE OREGON FIRE CODE AND THE FIRE MARSHALL ,. 15895 SW 72ND AVE, SUITE 200 CONTACT: KELLY SANFORD OCCUPANCY LOAD (OSSC tom.. 4 40:f;044 NORPORTLAND, OR 97224 /VI TM EGRESS PLAN ONLY 1ST FLOOR GROSS FLOOR AREA (SUITE 104): 19$0 SF (TOTAL) / (100 SF/OCC) = 19,8 = 20 OCCUPANTS (SEE ALSO OCCUPANT LOAD TABLE ON THIS SHEET) 1 a TELEPHONE: 503.226. 1285cC;) 1/16"=1'—o" MEANS OF EGRESS ILLUMINATION (OSSC t006): ARCHITECTURE FAX 503.226. 1 670 ILLUMINATION LEVEL (OSSC 1006,2): ENGINEERING MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL ILLUMINATION EMERGENCY POWER (OSSC 1006.3): PLANNING EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MINIMUM INTERIORS AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER - CORRIDORS AND EXIT PASSAGEWAYS LAND4 D E - INTERIOR EXIT DISCHARGE ELEMENTS 15895 SW 72ND AVE SUITE 200 - EXTERIOR LANDINGS PORTLAND, OREGON 97224 CO EMERGENCY POWER FOR ILLUMINATION (OSSC 1006.3): TEL : 5 0 3 . 2 2 6 . 1 2 s 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 INITIAL ILLUMINATION: WWW . CIDAINC . 00U Wi FOOT-CANDLE AVERAGE W/ 0.1 FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR LEVEL END OF EMERGENCY LIGHTING PERIOD: C,) 0.6 FOOT-CANDLE AVERAGE W/ 0.06 FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR LEVEL EXIT SIGNS (OSSC 1011): SEE 5/T1.2 FOR LOCATIONS OF EXIT SIGNAGE Wa to ILLUMINATION (OSSC 1011.3): CITY OP TIGARD o ¢ cn tl ,, s EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATE:REVIEWED FOR CODE COMPLIANCE J LiJ J jrve: FXR ACCESS TRAVEL DISTANCE (OSSC 1016): Approved: �cl os �A �: W „.,3 --J © (TABLE 1016.2) OTC► 14_, I- f') t L_I g z BUILDING, B OCCUPANCY: 200'-O” ALLOWED Permit.k' O1(D'bai7/ 0 W Z = w0 IOC I— II `, MAX DISTANCE = 100'-8 Address: LA Ljj LA �- a �� EGRESS (TABLE 1021.2) Suite •• a C33 _ W W o = e_ '�' ---,J - TOTAL OCCUPANTS: Br Afire Date: �� nI— DISTANCE TO DOOR = 65'-10 (1110 --- Q 0 20 OCCUPANTS, >75' MAX TRAVEL 1 EXIT REQUIRED ,, D N) L.:-N\\-i 1 EXIT PROVIDEDmumml (f)Ce , 'r. • = EGRESS WIDTH REQUIRED (TABLE 1005.1) OFFICE COPY `` N 1 05.17,16 REVIEW SETe s -- �� I- < 6 2 .05.19.16 PERMIT SET r 0 e a SUITE 103 PASSAGEWAY EGRESS WIDTH REQUIRED (20 x .2) 4 Z s p SUITE 103 PASSAGEWAY EGRESS WIDTH PROVIDED = 60" ,.„ Li] . . / > (in Ce ce ACCESSII3ILITY (OSSC CHAPTER 11 AND ANSI CHAPTER 5): 0 W 0 \2 f DEMO FLOOR PLAN LEGEND SEE FLOOR PLANS FOR REQUIRED CLEARANCES AT DOORS, TOILET ROOMS (EXISTING) AND FIXTURES. a - L - (E) FRAMED WALL TO DEMO ALL SIGNAGE GRAPHICS, LOCATION AND MOUNTING TO COMPLY WITH OSSC CHAPTER 11 M N .. ca1— Cr Z SW DARTMOUTH ,7OUGLA DR. O A- OSSC 1004 OCCUPANT LOAD TABLE GAUD 91- \ ix_ (E) FRAMED WALL TO REMAIN IA SW LMHURST ST. af ROOM W o SW HERMOsp 70, NAME OCCUPANCY TYPE CTOR AREA LOAD I - I- WY I� S KM c 0 a `pif FA Ill' 6FVEt.arrD --, L1) 100 RECEPTION BUSINESS 100 241 2 - Fill (#) y Q Q = s sw 101 OFFICE BUSINESS 100 141 1 DEMO FLOOR PLAN KEYNOTES o TREECECO F 102 STORAGE ACC. STORAGE 300 59 00 N0 0 (10 DEMO (E) WALL 103 OFFICE BUSINESS 100 206 2 O w HCl1�Z!✓t � SW HAMPTON 5T. `� �' �' 104 OFFICE BUSINESS 100 160 0 El? N a 2 v _ 0 DEMO (E) DOOR, RELITE, HARDWARE AND FRAME, SALVAGE FOR - �,. sW CRESTVIJW . ‘,,,,,:, r F-- RELOCATION. 105 STAFF MEETING BUSINESS 100 97 1 ' 106 OFFICE BUSINESS 100 98 1 1111 � SW VARNS ST� s .8THy °qts �.� 0 0 (E) CASEWORK TO REMAIN _ 4 "� - - 3 107 OFFICE BUSINESS 100 97 1 in,N 33 0 108 OFFICE BUSINESS 100 85 1 3 A� IJ ,. , I _,� 109 OFFICE BUSINESS 100 211 2 0, k. -t po= 110 BREAK ROOM ASSEMBLY 15 131 9 ,,,) SW ISAN©$URC ST SW TECH CENItR DR. ti TOTAL FOR OCCUPANT LOAD 1526 22 L- 3 JOR1il-CT. 11 DEMO FLOOR PLAN GENERAL NOTES COVER SHEET & DEMO u N I PLAN . RCT. SW LANDMARK N. f 1. SEE SHEET 11.2 FOR ADDITIONAL CEILING DEMOLITION. �, ZONING CODE INFORMATION CL., NORTH S1 NORTH 2 VICINITY MAP 3 DEMI) FLOOR PLAN TAX MAP & LOT: 25101DB00104 - CS1 1/8" = 1'-0" ZONE: C-P, PROFESSIONAL COMMERCIAL JOB NO. 160129.01 0 CS1 NO SCALE o ©2016 C P.ciena ALL E031fTS R€SERNED -a ILI 1 Alk P:liiNii6644;iifeVirti'i'744 Mr �, 1001) S , „ it „ I �3 ® DOOR SCHEDULE 19 9 � U�L TYPESFLOOR PLAN KEYNOTES 84. IYEA1TE OFFICE ® v, a DOOR # DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME NOTES DOOR # a'.=, OFFICE �. " 0 ALIGN NEW WALL WITH EXISTING. TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL • 104 103 Ap ip i�" i► NON RATED PARTITION WALL - 3-1/2", 259 •A , �� 11 OR ` =•,,... _ . . . ► .. GAUGE METAL STUDS C� 1'-4" O.C. W/ ONE 100-A (E) -- -- -- -- -- -- -- (E) 100-A -,;,:c LAYER 5/8" GYPSUM BOARD EACH SIDE TO 19'e tit A ¢ - B Q THE UNDERSIDE OF THE CEILING. PROVIDE 101-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK -- 101-A Q ‘‘ I _I o -t. I o ----" SOUND4ATTENUATION INSULATION. SEE DETAIL FLOOR1.2 GNOTES :..7 •x.. (E) 102-A (E) -- -- -- -- -- -- 105-1A - 2 (E) 102-A 105 A O o 103-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK 1 103-A STAFF MEETIN o 6'-3 1/2 B , S 1. ALL CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS SHALL BE --O SOUND ATTENUATION WALL - 3-1/2" METAL VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY 104-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK104-A 105 (( )) STUDS @ 1 -4° O.C. W/ TWO LAYERS 5/8 ARCHITECT ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START 3/4" O STEORAGE GYPSUM BOARD ONE SIDE TO THE UNDERSIDE / 105-A A 1 3'-0'x7'-0" 1 SC WD STAINED HMK -- 105-A A J 102 OF THE CEILING AND ONE LAYER 5/8" OF WORK. 106-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK -- 106-A E)102-A ,.�.. .:_.. .,-, 1` GYPSUM BOARD ON OTHER SIDE. PROVIDE 2. ALL DIMENSIONS ARE TO CENTERLINE OF STUD UNLESS NOTED _____\__ ' \FOF SOUND ATTENUATION INSULATION TO BOTTOM OTHERWISE. 107-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK -- 107-A A - A C 1OF STRUCTURE. SEE DETAIL 8/T1.2 -- N 108-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK108-A OFFICE o - 3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED AS 106 OFFICE REQUIRED BY APPLICABLE STANDARDS. 109-A A 1 3'-0"x7'--0" 1 3/4" SC WD STAINED HMK -- 109-A 1 oi OI 101 I 0 4. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER (E) 110-A (E) -- -- -- -- -- -- -- (E) 110-A A 106-A 101-A A T CONTROLS, DISPENSERS, ELECTRICAL AND COMMUNICATION SYSTEM T L _ III T — RECEPTACLES ON WALLS AND OTHER OPERABLE EQUIPMENT SHALL BE :', -1 .1 SC l0 LIE NOTES:REUSE DEMOLISHED DOOR & LOCKSET. WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION1. Li_ 1109.2, AND NOT LESS THAN 36" ABOVE THE FLOOR. ELECTRICAL TYPE 1 TYPE 2 2. EXISTING DOOR, REPLACE W/ STORAGE LOCKSET. 1- OFFICE A o 14'-4 1/2" t FL LEGENDAND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE w 1°7 1 0Co MOUNTED NO LESS THAN 15" ABOVE THE FLOOR (1109.3.2). 1 1/2 PAIR BUTTS NOT USED ° ���� RECEPTION m CORRIDOR cfl co 101 ROOM NAME & NUMBER (E) EXISTING 5. PROVIDE OUTLETS ONE PER EACH OFFICE WALL. COORDINATE WITH w 107-A 100 (E)/(00-A OWNER. NO MORE THAN SIX 110 OUTLETS ON ANY ONE CIRCUIT. ALL 1 EA OFFICE LOCKSET Q o N I �� o FOF.\ I- FEC FIRE EXTINGUISHER CABINET ABBREVIATIONS: EXISTING r` 1 - 101-A DOOR NUMBER WALL PLATES WILL BE WHITE UNLESS OTHERWISE NOTED. _ 108-A 1 SET SILENCERS ww ori ori N (E) EXTERIOR WALL FOF FACE OF FINISH 6. CONTRACTOR TO COORDINATE LIGHTING WITH EXISTING HVAC. D 0 0 `'` 1 EA WALL STOP SC WD SOLID CORE WOOD DOOR N N OFFICE 1RELITE TYPE 7. RELOCATE 108 1 i (E) BREAK ROOM (N) INTERIOR WALL. O (E) HVAC CONTROLS AS NECESSARY AND. PROVIDE (N) HVAC HMK HOLLOW METAL KNOCK DOWN ""® A - O _110 CONTROLS AS REQUIRED. (-01 (E) FRAMED WALL a -i.-- T u \ GENERAL NOTES: e o ALL NEW DOORS TO MATCH EXISTING, SPECIES, STAIN, FINISH, & HARDWARE. N OFFICE ® - 109 OPENING FORCE SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS, AND THE MINIMUM FORCE °' REQUIRED TO CLOSE AND LATCH THE DOOR FOR FIRE DOORS. OSSC 1109.9.9 ® O IYP -- ALL HARDWARE HALL COMPLY WITH THE REQUIREMENTS OF THE ADA. fl FOF 11 - - II DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. v ItiVrAtF NORTH 1 FLOOR PLAN ,' 2" -2" 2" qmgl,w0.1i;w „t.,...,,, ,„, , li T1.1 1/8" = 1'-0" \ \ / ARCHITECTURE \ D R PER '_ ENGINEERING w / CHEDULE = PLANNING / --' 0 INTERIORS / \ Q a / i \\ LANDSCAPE / FINISH FIOOR FIN. FLR. \ T N 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 O FLUSH O RELITE TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 W W W . C I D A I N C . C O M L 6 ll UTA TYPE '. . ® .. . . . T1.1 1/4„=1'-0„ OFFICE 104 T1.1 1/4"=1'-p>, OFFICE . 10 • i'' OOM FINISH SCHEDULE . -, .•.--- --,u-r"*- --1--• - , ral 2 77t '44"—**4— 1 -- 1..., 2 l FINISH FLOOR PLANLEGEND ROOM # ROOM NAME FLOOR BASE N WALL E WALL S WALL W WALL CEILING HEIGHT NOTES STAFF MEETIN ia r 1056. 100 RECEPTION CPT-1 B-1 W-1-A W-1-A W-1-A W-1-A C-1 (E) 4E) IT CORRIDOR ROOM NAME & NUMBER W S RAGE 1`�� 101 101 OFFICE CPT-1 B-1 W-1-A W-1-A W-1-B W-1-A C-1 (E) -- 102 a - F=--1 r 102 IT STORAGE VCT-1 B-1 W-1-A W-1-A W-1-A W-1-A C-1 (E) CPT-1 (E) VCT-1 103 OFFICE CPT-1 B-1 W-1-A W-1-A W-1-A W-1-B C-1 (E) C J i5 Ft)Csil� OFFICE 104 OFFICE CPT-1 B-1 W-1-A W-1-A W-1-A W-1-A C-1 (E) �'+' OFFICE I-- 106 I .. . 101 . . 105 STAFF MEETING CPT-1 B-1 W-1-A W-1-A W-1-A W-1-A C-1 (E) N 106 - - - - - W-1-A W-1-A C-1 W Cr 0) OFFICE CPT-1 B 1 W 1-A W 1 A (E) W III mom!minimilamou 107 OFFICE CPT-1 B-1 W-1-A W-1-A W-1-A W-1-A C-1 (E) > CC iX •. . • .. . .•. . . , ..... 0 0 Lij 0 ”. 108 OFFICE CPT-1 B-1 W-1-A W-1-A W-1--A W-1-A C-1 (E) a Y • OFFICE • iFll 109 OFFICE CPT-1 B-1 W-1-A W-1-A W-1-A W-1-A C-1 (E) _M °' io7 • NI 0 •RECEPTION 11) CASEWORK TO REMAIN 110 BREAK ROOM VCT-1 B-1 W- - -1-A -1-B O if 1A W1A W1B W-1-A C-1 E - CrZ . ' (X 100 Q D ..., a FFINISH L PLAN GENERAL T uji --- 1. PATCH AND REPAIR (E) FINISHES TO MATCH WHERE DAMAGE HASFLOOR H r FINISHES CEILNG i OFFICE . - - - (E). BREAK ROOM OCCURRED DUE TO DEMOLITION. CPT-1 NEW CARPET, BROADLOOM W 1 PAINTED GYPSUM BOARD C 1 (E) 2x2 ACOUSTICAL LAY IN 1os 2FIELD COLOR W-1-A. BT296 W-1-A -1 110 BIGELOW SKETCHPADBENJAMIN MOORE CEILING • PAINT ALL NEW WALLS U.N.O. 7838 SATINWOOD COASTAL FOG AC a REPLACE DAMAGED TILES (in 0 " . FIELD U.N.O. o MATCH EXISTING 0 _ 3. ADDITIONAL ELECTRICAL OUTLETS TO BE PROVIDED BY SUBCONTRACTOR VCT-1 EXISTING VCT W-1-B BENJAMIN MOORE f -I 1111I TO MEET ELECTRICAL CODE. PURITAN GRAY HC-164 E. • BASE OFFICE �,: �-- 4. CONTRACTOR TO VERIFY WITH TENANT EXACT LOCATIONS AND r•••-) _ los ' • REQUIREMENTS OF ELECTRICAL AND PHONE/DATA OUTLETS. TENANT 8-1 FLEXCO 4" RUBBER BASE, 024 STONE Ull *MATCH EXISTING IF REUSABLE, • RESPONSIBLE FOR CONTRACT FOR LOW VOLTAGE DESIGN AND ' INSTAL.LATION. OTHERWISE REPLACE WITH NEW B-1. 0 -3 fl II ` ?, �-- '1 5. VERIFY ALL FINISH SELECTIONS WITH TENANT AND OWNER. T-7- -- -5 FLOOR PLANS Sc NORTH DETAILS 9 FINISH FLOOR LA NT1.1 1/8" = 1'-0" C3 MI O JOB NO. 160129.01 o ©2016 DDA, P.C./CtDA ALL RIGHTS RESERVED 73 c 4'-0" V PROVIDE METAL STUD BRACE AT49YD S, 6'-0" O.C. TO STRUCTURE ABOVE !)4.4de- �-;_� ll---4---u- {L- C ..k LEGEND �` ��� �����_ SOUND ATTENUATION BATT ABOVE JEER Y. BEATTIE ,_ I I I♦�����♦��♦ , A I�t rP. .♦ 'I TOP OF WALL ..-.._'... . ... I� .l♦/�♦/♦1.A A, A.A♦1.1.1.1.A.AL A. •♦ 1:.�•_.J♦1'1. II SUSPENDED CEILING I I, OR \' a\ u i (E) 2X2 LAY IN ACOUSTICAL CEILING GRID 1�.1 c CONT. TOP TRACK- ATTACH TO I � 1.._\`I II \\II Iin L������� m�����1 . CEILING GRID W 1" TYPE "S" • { L. - -r 'II \ r; IN E SCREWS AT 2'-0" 0.C. AND TO TOP % „le ` 2X4 LAY IN FLUORESCENT LIGHT FIXTURE „ _ - ------ (E) ♦ PLATE OF PARTITION W/ (2) 1 TYPE S' SCREWS - TRIM PANEL AS ° (E) 2X4 LAY IN FLUORESCENT LIGHT FIXTURE TO BE REQUIRED i\ I t\ I ° ° w .— II _ __�._ \\ �... ;._ _ __ -`\ i �'®_®� RELOCATED _ L Vii. _. L...4._. . .. . I ° ; (E) 2X2 LAY IN FLUORESCENT LIGHT FIXTURE TO BE Q I I w FULL THICK SOUND ATTENUATION I I r REMOVED m BATT 1 z METAL STUD PARTITION PER PLAN s �_�-. -� I I E (E) ILLUMINATED EXIT SIGN 1\ 1 1\ t Lt===9 - x 1 w t t \ i J,� ° / ° DEMO RCP GENE€9,AL NOTES L BASE `L E. i R....9 �_� ___� 1. SEE SHEETS CS1 FOR ADDITIONAL DEMOLITION WORK. BOTTOM TRACK TO"FLOOR WITH ANCHORS AT 4'-0O.C. (MAX) AND f._ s9 AT CORNERS AND ENDS I 1\\\ i ° ` ° t 1\ 1 t `\\ 2. SALVAGE AND REUSE EXISTING CEILING/LIGHTING FIXTURES WHERE N .1 POSSIBLE. u1 m i_.. o_ k A,� " w co up _.. /w6 < CV CNI • L-\\1.1 _\\i i_.,.\\i N a) L.N 0 ; a 4 A WALL INTERIOR PA TITIN T-1.2 3/4" = 1'-0" 092900-03 - - N — -------- --------__---- / 12 GA. HANGER WIRES @ 4'-0" F== O.C. (TYP.) \ zCOMPRESSION BRACE, SEE d _._ i_'._ .- SCHEDULE \I if 12 GA. SPLAYED BRACE WIRES 4,-0„ °--y --- J -tIt (TYP.) MAXIMUM ANGLE FROM ��� PROVIDE METAL STUD BRACE AT - zs '�L� �_ HORIZONTAL IS 45 DEGREES I�����������f��������� ♦ I114 ��....j,I�Weal 6'-0" 0.C. TO STRUCTURE ABOVE � 011' CROSS TEE -..........,,�.�.�.4---..,,,,��-„,,��. SOUND ATTENUATION BATT ABOVE I , , 11 ,,,of,. , '���������♦��C ��I♦�f�!'?r I �` TOP OF WALL TO STRUCTURE LTh 11 ' --- SUSPENDED CEILING h --T-- —n tu MAIN TEE / (` -J � CONT. TOP TRACK- ATTACH TO f„ if '�'!"I '�"'t",� /� CEILING GRID W/ 1” TYPE "S" , -w" Z�-1 y�I 1 II SCREWS AT 2'-0" 0.C. AND TO TOP : , , '' 1� * PLATE OF PARTITION W/ (2) 1" I- EIMALASJI' r NORTH Alk.' DEMO RCP wREQUIRED �, _ -AI S TWO LAYERS GYP. BOAR7„ . ........,..,,,,,. z��yy 1/8" = 1'-0" FASTENER SCHEDULE w �,; , .e < 'i �, CONSTRUCTION TYPE FASTENER REQUIREMENTS IITE TU �' � FULL THICK SOUND ATTENUATION ARCC .,RE WOOD 1/4" X 3" SCREW EYES C D STEEL DECKz BATT ENGINEERING PRE DROP WIRES, CMI DC1 OR DC, 2-1/4" METEAL DECK F= SCREW EYES x METAL STUD PARTITION PER PLAN P L A N N I N G POST TENSIONED CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL HIT ANCHORS BASE INTERIORS CAST IN PLACE CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL HIT ANCHORS -62 BOTTOM TRACK TO FLOOR WITH LANDSCAPE COMPRESSION STRUT SCHEDULE ANCHORS AT 4'-0" O.C. (MAX) AND 15895 SW 72ND AVE SUITE 200 MAX. LENGTH OF STRUT STRUT REQUIREMENTS AT CORNERS AND ENDS PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 5'-10" 1/2' DIA. CONDUIT (EMT) F A X : 5 0 3 . 2 2 6 . 1 670 7'-8" 3/4" DIA. CONDUIT (EMT) www . c I D A I N C . C 0 M 9'-9" 1" DIA. CONDUIT (EMT) RCP LEGEND 12'-0" SINGLE 1-5/8" X 20 GA METAL STUD -� -___IL___ �� 15'-O" BACK TO BACK 1-5/8" X 20 GA METAL STUDS r CORRIDOR 13'-6" SINGLE 2-1/2" X 20 GA METAL STUD ._ _ � _ OFFICE 101 ROOM NAME & NUMBER 15'-0" BACK TO BACK 2-1/2" X 20 GA METAL STUDS _ i L...A I1 103 WALL TYPE (E) 2X2 LAY IN ACOUSTICAL CEILING GRID PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OPF ASTM C-635-00. T1.2 3/4" = 1'-0" OFFICE /11 ' �. REFER TO STANDARD FOR ADDITIONAL INFORMATION. COPIES ARE AVAILABLE AT ARCHITECTS OFFICE - - - VERIFY SUPPORTS. SEE DETAIL 9/T1.2. 104 ( 1II IIMEM _ a ...._—±—i' IE-" —_„ r .- lumm tr) STAFF MEt INV (E) 2X4 LAY IN FLUORESCENT LIGHT FIXTURE ' I 105' (Cci E IT �.N , ' -I I � 2X4 LAY IN FLUORESCENT LIGHT FIXTURE ----\/\--;,,,, INT. OR EXT. WALL ROOF OR FLOOR DECK 0 I I STORAGE I w II I 102 1 2X4 LAY IN FLUORESCENT LIGHT FIXTURE WITH U I � BATTERY BACKUP Y `� z,--,........,...,-. .� M OFFICE .,_-I . . _ OTE 5 CENTERLINE OF STUD WALL AND M 106' 0 O I I I E (E) ILLUMINATED EXIT SIGN CENTERLINE OF MULLION ® � I 1 OFFICE NOTE 2 NOTE 6I- < C) N 1� I X31 -'__ �+ -� EXISTING ALUMINUM STOREFRONT Z DUCT SYSTEM MULLIONce a, LaiW -- 1 I , vip„4, › om ct OFFICE Il - 1 ,, 0 > >NOTE 1 I �� > , 0 W 107 RECEPTION � `` RCP E ' L NOTES 1 .- I NEOPRENE GASKET Y 100 —' k r NOTE 4 I °�`i 1. THIS DRAWING IS DIAGRAMATIC AND FOR DESIGN PURPOSES ONLY. ALL ACOUSTICAL SEALANT OVER N O ISI ��' DIMENSIONS TO BE FIELD VERIFIED. NOTE 8 NOTE 7 \ -A NEOPRENE GASKET ATTACH TO ZCr Z re �� FRON SYSTE ADHESIVE/ STORE T M W/ AD ESI E D Q s,! t 2. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY EXIT NOTE 3 � "�' Z (� .. r--_—` ILLUMINATION WITH BATTERY BACKUP AT EGRESS PATH OF TRAVEL - I TAPE W 111 11 —� i_.. _.,. ^`,‘--1 _L� PROVIDE 1 F.C. MIN. EMERGENCY LIGHTING AT PATH OF TRAVEL. THIS 1/2" I- �-- 1 0 \ LEVEL MAY DIMINISH TO NOT LESS THAN 06 F.C. OVER 1.5 HOURS OF ms`s O \_ I :__ OPERATION. I r • FM. V) ., I �' MAX d OFFICE 3. CEILING HEIGHT TO MATCH EXISTING - 8'-6"t U.N.O. 6'-0" MAX. 4'-0" O.C. MAX. (#12 WIRE) �" 108 �� __ _ . EROOEAKI f / / 0 • 1 ,...- 0 0 BR I_ M.. . NOTES: .. 0 �, 110, I 4. CONTRACTOR TO PATCH CEILING ABOVE DEMO WALLS AND AT 1. LATERAL BRACING: 12 GA WIRE ® 12'-O" O.C. EACH WAY, MAIN RUNNER TO STRUCTURE. "-- RELOCATED LIGHTS AS NECESSARY. REPLACE DISCOLORED TILES. _ M � II I� I BEGIN BRACING WITHIN 4'-0" OF PERIMETER AND 2" FROM CROSS MEMBERS. �•; -, 5. WHEN POSSIBLE, USE SALVAGED LIGHTING FIXTURES. LOCATE ACCORDING 2. ADDITIONAL 12 GA. HANGING WIRE WITHIN 8" OF PERIMETER. • .... < r' I TM 3. STABILIZER BAR BETWEEN ALL MEMBERS @ PERIMETER. PREFINISHED 16 GAUGE SHEET G. 0 TO 1/T1.2. 1111 , 4. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. HANGER WIRES AND METAL CHANNEL-- COLOR TO OFFICE - - � BRACING CANNOT TOUCH DUCTWORK OR PIPES. • MATCH WINDOW SYSTEM `° I 109 -; 5. CONNECTION DEVICE TO HAVE 200# CAPACITY. OR 3 TIMES CEILING DESIGN LOAD PER MANUFACTURER. SEE SCHEDULE. �� j - y � 6. VERTICAL STRUTS AT 12'-('" 0.C. E.W. t GYP. BD. 7. 2" WALL ANGLE WITH #6 SCREW AT 2'-0" OC MIN. 8. ATTACH END OF GRID FRAMING TO WALL ANGLE ON TWO SIDES OF ROOM. PROVIDE 3/4" N CLEARANCE AT FREE ENDS OF GRID FRAMING. SUSPENDED CEILING SUPPORT ANDREFLECTED CEILING NORTH 11 LATERAL BRACING 12 INTERIOR WALL @ WitiriON PLANS & DETAILS 9 REFLECTED CEILING PLAN T1.2 3/4" = 1'-0" T1.2 3" = 1'-0" 08400-03 VI t T12 1/8" = 1'-0" T12 o of O JOB NO. 160129.01 / ©2016 CIDA, P.C./CIDA All RIGHTS RESERVED a D W L� +i9;ytL s1 .{'41, ,,�'�y ,9i