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7340 SW HUNZIKER ROAD STE 200 d i � C HILLTOP BUSINESS CENTER BUILDING 7340 , SUITE 2. 00 RECEIVED 1940 d CITY(jr'- HGARD � r BUIMINCOMSION OF NATIONAL SEMICON OR Z U 8 � < � GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX -z 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, Z T-0 COVER SHEET CONFLICIS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE INTERNATIONAL,BUILDING CODE 2007 EDITION S W C*J � -r+• CONSTRUCTION. T-1 EGRESS PLANCL _ _ x CONSTRUCTION TYPE: V-A 2• ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. NON-SPRINKLED,WITH FIRE ALARM SYSTEM T-2 DEMOLITION PLAN AND FLOOR PIAN O $� BUILDING HEIGHT: 2 STORIES N OC 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY T-3 REFLECTED CEILING PLAN Q g�g�� 3 !•"'` w BASIS. BUILDING OCCUPANCY: B - p 1 •"'�'"----r. T-4 DETAILS tµoJ O F- ,•pA � 4. UPON COMPLETION OF THC`WORK, THE CONTRACTOR SWILL THOROUGHLY CLEAN THE PREMISES 1- p� AND WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR TENANT IMPROVEMENT SQUARE FOOTAGE: 1,369 U.S.F. T-5 FINISH PLAN Z �! vR TENANT. OCCUPANT LOAD FOR TENANT IMPROVEMENT: 16 t' 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MA11RIALS PROVIDED W UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION OF CONTRACT. OC v 210 w 6. AIL SUBSTITUTIONS SHALL BE SUBMRTED TO AND APPROVED BY THE ARCHITECT PRIOR TO G 5 - IMPiF-MFNTATION, 7. ANY SUBCONTRACTOR DESIGNED ITEMS 10 BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CGNSTRUCTIUN. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK (� r'�'' ►.. ;� '. �•,,^. ' "'' 8. ANY ADDITIONAL LARAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY < .i R11 i a,. Y ,: ►. THE CONTRACTOR. C t r t •. 9. ALL WORK LISTED,SHOWN OR ' PLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED GENERAAL NOTES - CODE INFORMATION DEFERRED SUBMITTALS ti= AND INSTALLED BY THE GENERAL c:ONTRACTOR CXCEPT UNLESS NOTED OTHERWISE. THE > . GENERAL CONTRACTOR SHALL CLOSELY 'COORDINATE ALL WORK TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S 1 ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE INTERNATIONAL BUILDING ELECTRICAL REQUIREMENTS. CODE 2007 EDITION. HVAC�'�'•"? �.', t`�.� , fpr ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL 2. MAINTAIN 10016 COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE �FIRE ALARM SYSTEM PER DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NFCESSARY FOR CONSTRUCTION AND FMO. PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO MECHANICAL CONSTRU('TION. 3. ALL EMERGENCY LIGHTING,SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES FIRE ALARM SW T !4 ORS "' "`" fy. ' AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY A 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH CODES. i J>.i MATCHING BUILDING STANDARD TILES. SECURITY ALARM R 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE uF 12. PMTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. EXTINGUISHERS TO BE LOCATED INACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE LOW-VOLTAGE I✓A! a!' '' ;;x. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. 13. REMOVE ALL POWER SIGNAL, SWITCHING AND OTHER CONTROL ITEMS FROM WALLS TO BE 5. PROVIDE A SIGN READING "-1-NIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" ADA UPGRADES VICINITYMAP DEMOLISHED. AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. WAM Pm 14. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN ASM 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUCREMLNTS, THE INTERNATIONAL BUILDING TOTAL COST OF CONSTRUCTION: $30,000.00 uj 15. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS NOTED OTHERWISE. CODE,AND THE INTERNATIONAL FIRE CODE. COST OF REQUIRED ADA UPGRADES-$7,500.00 16. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF 7• EXIT SIGNS AND It LUMINATION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING z PROJECT LOCATION ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE CODE, SECTIONS '.006 AND 1011 CURRENT UPGRAMS TO OVERALL SITE AND BUILDING 7320 04UUDE: uj DESIGN AND INSTALLATION. 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING 1. SITE WORK INCLUDING ADDITION OF ADA PARK''4G SPACES AND u WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS&QUIRING PROTECTED ACCESSABLE ROUTE FROM PARKING TO BUILDINGS. ;50,000.00 17. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 �V OF THE INTERNATIIONAL BUILDING LADE. 2. ADDITION OF ADA UNISEX RESTROOM AT 1ST FLOOR BUILDING 7320. ui 18. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. $9,000.06 REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO - O ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. UJ Z) ADA UPGRADESAADDITIONS TO TI: Z :� D 1. ALL NEW AND EXISTING DOOR HARDWARE TO BE ADA COMPLIANT.$650.00 TOTAL COST OF ADA COMPLIANT IMPROVEMENTS: $59,6W.00 oe m O L,LJ • Z CL W LIV 0 = O < i - �: , z 1.j V.% PROJECT TEAM O_ � O < 0 AREA OF MRK BUILDING ADDRESS: 7340 SW HUNZII(TR ROAD,SUITE 2007340 r , 51110E 200 TIGARD.OREGO14 97223 V Z -AREA OF WORK OWNERA-ANDLORM ROBINSON CONSTRLICTION �� SUITE 200 21360 NW AMBERWOOD DRIVE MARK DATE DESCRIPTION T7 I,J HILLSBORO,OREGON 97124 CONTACT: BRAD MCCOY PHONE: (503)969-2904 -- -- ,- �, ARCHITECT: ANKROM MOISAN ASSOCIATED ARCHITECTS 6720 SW MACADAM,SURE 100 -- PORTLAND,OR 97219 -- / CONTACT-JILL SABIN __ j • PHONE:(503)245-7100 _ FAX:(503)243-7710 7360 TENANT. NATIONAL SEMICONDUCTOR DATE: _12-12-07 1OB: 066630.09 CD Sd �, ••�� ,`N - aff OF TIGARD FILE: '� -- AppoY+ed....�..�....,,»..,.....«...»[ DRAWN: MA ndkion� AppR�ovrd.»...,..»..» ) CHECKED: !S O-17�p w.1~sm DoFollow......t � - - 7300 �dM'Tyl» mk COPYRIGHT ANKROM MOISAN 7320 / ASSOCIATED ARCHRECTS 2007 Y COVER SHEET - DEFERRED $z ;-- ----- - - 01111>10ahr some _- w.Abm Y �$ HILLTOP BUSINESS CENTER - SITE-PLAN KEY MAP - BUILDING 7340 SECOND FLOOR OFFICE " srw�:NM OMIT ""'�' . T_0 t PERMIT SET 12-12-07 - _ '. , i TMr'Ar- .., ..,.,.:.. •.... �.r- ..•M• ..... ".A .r. .•W _ ... «,M.wr.- llw' h r •A-- h„ `r., .. .... i. k -+rwW � t r � � r�l IrI111flipplip 1 I I�� vr �'I T i F T I T r t I r I I I � I I I 1.111 I! 11 I�I�-I �r(11 ri i I i Jill I i 9 • • � 1 No.0 (l� ll 111111 � ' T. 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Ai j Lh h z +” OFFICE Z r OFFICE 204 V Z OFFICE 203 .1] 202 1 100 B �� (L 160 1 100 B �+ HALL p 3 • 2oe � a KITCHEN Z DOUBLE 205 OFFICE OFFICE o o 0 201 1 100 B 207 1 100 B Ste u 1 100 B }u LOBBYSE R (� 200 2 V N 1 100 B DN ELEVATOR lo-e GO J UJ F. z LtJ oC) N ui � - p -- --�- --- - - - ---- - - - - --s- --- - - �• W D v?m ' N � EGRESS PLAZ) z O Y CL N W W d0 � o a F- z ' j V) O LIFE SAFETY SUMMARY EGRESS PLAN NOTES I. J C � -- 1.COMMON PATH OF EGRES TRAVEL(SECTION 1014.:) r THE LENGTH OF A COMMO PATH OF EGRESS TRAVEL IN OCCUPANCY MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL GROUPS OTHER THAN H-1, 2 AND H-3,SHALL NOT BE MORE THEN 75 FEET. TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. COMPLIANCE:MAXIMUM PATH EGRESS TRAVEL- 58 FEET MARK DATE DESCRIPTION 2.TRAVEL DISTANCE LIMITA NS,(SECTION 1016.1) EXITS SHALL BE SO LOCATE ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS L,MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO 1 HE ENTRANCE TO AN EXIT ALONG THE NATURAL -` AND UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALT. NOT EXCEED EGRESS PLAN LEGEND 200 FEET. (SEE TABLE 1016.1) --- COMPLIANCE:MAXIMUM TRAVE�AYS ISTANCE- 124 FEET lom 200 3.EXIT OR EXIT ACCESS DOO REQUIRED(SECTION 1015.1) 200 VULTM A-2 1 ROOM SUMMARY TARGET -- TKAO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, - (SEE TABLE 1015.1) C COMPLIANCE:EXIT DOORS REQUIRED- 1 PATH OF EGRESS ILLUMINATION-MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS COMPLIANCE:EXIT DOORS PROVIDED- 1 THAN 1 FOOTCANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE ,DATE: 12-12-07 MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES JOB: 06F✓o30.09 4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1015.2.1) ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE EMERGENCY POWER w THE SEPERATION DISTANCE QF THE EXIT DOORS OR EXIT ACCESS SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THEAN 90 MINUTES ANS FILE: co ,I DOORWAYS SHALL NOT BE LESS THEN ONE-HALF OF THE LENGTH OF THE SHALL CONSIST OF STORAGE BATTERIES,UNIT EQUIPMENT,OR AN ON SITE GENERATOR, — . - - "' MAXIMUM OVERALL DIMENSION DIMENSION OF (HE AREA SERVED. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH DRAVVN: W%A ' 2004 O.S.S.C. SECTION 2702,PER 2004 O.S.S.C.SECTION 1006.3 CHECKED: )$ COMPLIANCE:MAXIMUM SEPARATION REQUIRED- WA — F COMPLIANCE:MAXIMUM SEPARATION PROVIDED- WA COPYRIGHT ANKROM MOISAN ® EXIT SIGN ASSOCIATED ARCHITECTS 2007 i C' p� FIRE EXTINGUISHER EGRESS PLAN NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING EXISTING WALL TO REMAIN o- 1 T- 1 PERMIT SET 12-12-07 •?'Tee►..^ *� Yui _ 1 ��L r�r rlr r I r�i rr1 1Ir r�r r,i ilk r�r r�r r�r 1(r �Lr r�r r�1 I�1 1�i rr i I I Will 1-1- 11 IlaWl�l IItIII?� lll�lW lwluuxw�uu Illl�lllllllllllll . • .....wwe.. ..+•a.....u.:.•n..�.s,,«.Y...-r...,_-.�. -+,.r mss.,.... ....... .,. ••�.r.,e, .w,r .r .,w�.le+.s ..r.naao'... - - " ne,.aa,' .. _.. .r .. 7716+,im'+'Se'+'iJ1As.sYli.Rif+'•..:O•.'PY.:i Y, ,i• ,.. .,r,.,,mss^.xlh A..::-..,r:. x..�^'.",.IL.W'T71'*^'vfW-- -... a. .'r 1- '".1-.•t,rN��•+k .....,.t-:'..'- - +.. .... ..... .-. .. .. ,+ir,w ,... r�'-r, a�rr�i.,rrrrrrnxw►.ue , ..-.ww.rrr.,,.,...+'r r.cs. • (i y� Jj ,=1 r 111111 0 K� 1940 FLOOR PLAN SYMBOLS1 (E) OFFICE (E) (01001 (E) OF 010 (t) OFFICE (E (E) 203 ( OFFICE 102 204 EXISTING WAIL TO REMAIN 1 _ WALL OR ITEM TO BE REMOVEDZ T HALL ALIGN ( Z O (E) (E) 02 N) 20t1 7 - --^ _ry �,�� �=__fir----- •----------- NEW INSULATED PARTITION WALL 2 r _ ■..� 0. _ � TO CEILING GRID T-4 YCHEN i5 �'i __-==___ �i B (E) (EI ( ( 205 ,L (N � o �� � � GLASS RELITE �EI DOUBLE OFFK3: OFFKIF (E) 44' 4 • 0 3 i F- i� i OFFICE ROOM NAME FI 201 ( 207 +�,{• w 0 ROOM NUMBER E) LOt1 �- OBOBY O Z IL----- - __-'L-- -- -- ii 1 �_-------�--- U KEYNOTE (E) B i i 4 (E ( (( TYP H1 O W 306 NEW DOOR TAG OL E) H (EI oftESO = G �—` WALL'TYPE _ � DUPLEX RECEPTACLE 14'-11 1120 7'-7' 6 ;n9 f Z u Z 0- WAIL 441LEX � N DEMOLITION PLAN a W""R°' ;U°"Y"°�'•`� z FLOOR PLAN T,2 1l0••• 8 LOO O CEIDATA OUTLET-VERIFY LOCATION WITH TENANT FLOOR DUPLEX OUTLET-VERIFY LOCATION WITH TENANT FIRE EXTINGUISHER CABINET ABBREVIATIONS (Q EXISTING (N) NEW DEMOLITION PLAN GENERAL NOTES (R) REMOVED FLOOR PLAN GENERALNOTES(RL) RELOCATED 1. PATCH AND REPAIR ARRAS TO REMAIN AFTER DEMOLITION. +44" MOUNTING HEIGHT A.F.F. 1. ALL PARTITIONS TO BE INSULATED TYPE B UNLESS NOTED OTHERWISE-REFER TO D DEDICATED SHEET T4 FOR WALL DETAILS. 2. ALL WORK AND MATERMS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. 3. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS W AT COMPLETION OF CONSTRUCTION. r z W o U o N V7 tui � Lu 0 Z DEMOLITION PLAN KEY NOTES 24" o FLOOR PLAN KEYNOTES �, Z OREMOVE EXITING DOOR 4 ALIGN WAIL WITH COLUMN. � UJ O O Z u `._! REMOVE EXISTING TENANT ENTRY DOOR AND INflll WITH NEW WALL TO MATCH /,/ O NOT USED. W -� Q EXISTING. / O INFILL WITH NEW WALL TO MATCH EXISTING. CL Z ui 41 W O DEMO OPEIWNG FOR NEW/RELOCATED TENANT ENTRY DOOR RELITE TO MATCH EXISTING OFFICE RELITES. J (DNEW 0 O EXISTING SINK BASE CABINET AND UPPER CABBW TS TO REMAIN. F� Z A��TYPE t700R �TYPE DOOR � m V�. � z HARDWARE NOTES _ HARDWARE GROUPS MARK DATE DESCMPTION _ 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE GROUP 1 -INTERIOR PASSAGE TTS-41/2" BU 1 1/2 PAIR BU THE DOOR STATING: 'THIS DOOR TO REMAIN LEVER AIR T-"PASSAGE"TME WHEN BUILDING IS(OCCUPIED' FLOOR STOP 2. EXIT DOORS ARE OPERABLE FROM THE GROUP 2-INTERIOR LOCKING-OFFICE INSIDE WITHOUT THE USE OF A KEY, 1 1/2 PAIR BUTTS-4 1/2" r _ SPECIAL KNOWLEDGE OR FORCE. LEVER I OCKSET-"ENTRANCE"TYPE a _ 3. ALL HARDWARE IS ADA COMPLIANT. FLOOR STOP Q GROUP 3-INTERIOR LOCKING-STOREROOM 4. PROVIDE 16 GA. BACKING AI ALL WALL STOP 1 112 PAIR BUTTS-4 1/2" O LOCATIONS, IF APPLICABLE. — - - LFVER LOCKSET-'STOREROOM"TYPE FLOOR STOP DATE: 12-12-07 x =�. --_ O 066630.09 r _ ------ - — – FILE_ co DOOR SCHEDULE DRAWN: ► CHECKED: ,S DOOR .._ FRAME ------ ..�. 4 NO. SIZE HDW NOTES TYPE MAT. FIN. MAT. FIN. TYPE COPYRIGHT ANKROM MOISAN 200 T-W X 7'-0" B WD ST MTL CLR 2 BUILDING STANDARD OAK DOOR WITH RELITE ASSOC U►TEp ARCHITECTS 2007 201 3'-0"X 7'-0" A WD ST Mn CLk 3 BUILDING STANDARD INTERIOR DOOR �$ 202 3'-0"X 7'4r A WD ST_ MTL CLk 3 BUILDING STANDARD INTERIOR DOOR DEMOLITION - 103 _ 3'4r X 7'-W A WD ST Mn C-L�k- 3 BUILDING STANDARD INTERIOR DOOR _ PLAN AND 204 3%00 X 7'-0" A WD ST MTL CLR 3 BUIL-DING STANDARD INTERIOR R D°O FLOOR PLAN 206 3'-0"X 7'-0" A WD S f MTL CIA 3 BUILDING STANDARD INTERIOR DOOR r - Zl 207 3'-0"X 7'-0" A WD ST MTL CLR 3 BUILDING STANDARD INTERIOR DOOR 2 206 3'-W X 7'-0" B WD ST Mn CL 2 BUILDING STANDARD OAK DOOR WITH RELITE J D O T-2 PERMIT SET 12-12-07 • MTE .• I ' lyl r1 ►1 rlr�rTr r�r'iT�r rTr�rT� ►�r�r r�r i�T ��r�r[TI-1T1 T -TP1� 1r t 4 �lwl 11111111 1 1 11 1 low 2A, 1111111 1 1, lull fillu'dull 112 lie 6111111111111illillol •.u•AM'Yi,.... ...•R.SMI-qywa.....1rM.�rlY�ntw.�•Ywh,P 1 , 'Mn--r,..eM w.M•ar.•►.Yrl:•;.YI1M'-r.yAr M•Mi-A:Mr/-le.'+...�..+-.w.MM1eR✓.•w.lAy�.,,.. 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DEMOLITION REFLECTED CEILING PLAN DIM DIMMER SWITCH z REFLECTED CEILING PLAN S REF'LtL�� ED CEILING NOTES 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARM UNLESS NOTED OTHERWISE. 2. REPV cl CHIPPED, POORLY CUT OR D&MAGED CEILING TILES. 3. DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TILE, UNLESS NOTED OTHERWISE. 4. SWITCH LIGHT FIXTURES AS REQUIRED AND AS SHOWN ON REFLECTED OILING PLAN. Z S. PWVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATTOW DRAWING uj AT CONIKETION OF ODNSTRUCnOM � N OC V - 0 LLJM 27 • D r L� oe N 0 Lu Z O � Y � V CL z 'A LLJ U Opo J � o Z < k. u < Z MARK DATE DFSCionION DATE: 12-12-07 100: - 066630.09 FILE: CD DRAWN: MA CHECKED: IS COPN'RIGHT ANKROM MC1Ir3AN ASSOCIATED ARCHITECTS M7 DEMOLITION RCP AND i REFLECTED CEILING PLAN r in of Cj T-3 PERMIT SET 12-12-07 iW,.we nyJEf�rw «^t c .y�iM'�.pMb'tr T1 11[1111 j , t 7. k .is Zill,Tuahm 111111 Of t•.�''ar^Y'�'�akbw�` �t�-"l�.�l�k"`F4.1..d tw'1�, r fwy"-' {f1�'� �"�"f � �.. aAwn�Ntr •w.-•+w•+,- ,�w.v.o,.-twue+l.se.♦Mrr<v.,rww +ul.,r...4.•-e►/ti'.,rMa.e"wrttR'w+.Al+il.Y..i, .0---•w rww-w•+l+l�.:J/',a'...,tci..r..«de�Hlr![.�►Y�/RVM�ti...r:•4ue ..,,-nom.. nw.w�-,vr •4r•.trws..rwrMrr+�/�+��.. •�^.,s+�+r�.aA..rs'�...e�wa�w.,��'�+�IAJ/1'� .�.YrwmYtY�.•vt`.MA�slrtl- -�R1Wxry Wr•.� ::1N'MM6W4M�•Y� ^--�. v�M�R�u�lHMM/M.l�Y+'�M+N+�sMR�Ar' �M�..cMi;�: �...wi.-.�..w,..r+wr�'�4wrM ..-u...•r.::".+.dy/wti:--r.ar ...,.. ..rt4�.,M�•+,.....'r.«c_.w`F .- � - "s .. va.-ww.a�wwa...+WM�a+r's''.wI1Mw1•^� .,. �i 4i t r y FA •' 4 1 N METAL STUD TABLE -MAX W"!L HEIGHT (" - NO. 12 GAGE SUPPORT WIRE TWO FIXTURE HANGONIG WIRE AT 7 C1 M"WAU HNOW \ .1450 POWER ACTIVATED DRIVE AT 45° EACH WAY, 4 o � STUD - N W/1 1/4 INCH EMBEDMENT AT 4 O OPPOSITE()OWNERS SECURED�(O � OF 6� � °E ^ � TE m n - FEET O.C.MAX TO DECK TWO(2)MAIN STRUCTURE, (9) RUNNER LIGHT A " 25 3625125-18 i6" 15'-4" 15'-1" `\� LATERAL WALL BRACE COMPRESSION STRUT, 3 L1" 13'-9" 12'-4' \� ^- UNDERSIDE OF STRUCTURE ABOVE CEILING, CLIPS AT OPPOSITE 20 3625125-33 16 8'--06" 17'-1" --�s ��LATEKAL WALL BRACING 4 FEET O.C., ALTERNATE TO \ CORNERS ZV 8 § 24* - -- - -� ALTERNATE DIRECTIONS TO STRUCTURE STRUCTURE Mti Z ^ ZS 6" 25 600 S 125-18 16" 19'-9' - WHE. REQ'D• COMPRESSION POST AT A 20 600S125-33 16" 30'-10' 30'-1' SOUND BUTT 4 FEET2 FEET O.C. EACH WAY. / n� 24' 27'-2" 26'-3' EACH SIDE OF PARTITION lO VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA) At.OUSTK:AL CEILING PANEL n' TABLES FOR NON-STRUCTURAL COMKKATE SECTK)N IN INTERIOR APPLICATIONS(5 O M WITH OFFLECTION LIMIT Of W120. NEOPRENE FOAM TAPE CONT. BETWEEN cis BLOCKS EC1/2 x 1. VALUES FOR COMPOSITE STION UIRES MINIMUM 1/21NC I THICK. 6 - 0 s WH6 S AT 12 INCHES O.C.MAX. .1 GIBING BEAD © - GYPSUM BOARD ON BOTH SLOE., SCREW ASTEN RUNNER TO CLG SUPPORT AT 2 µmi IS 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE FLET O.C.THRU NEOPRENE BLOCKSF- °'"` BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE N0 COMPOSITE CROSS RUNNER, HANGER WIRE AT YS FOUR WAYS � ? SECTION VALUES. SOUND BATT MAIN RUNNER, (1� +�c CEILING WIRE ATTACHE.MENT �` SAFETY IRE FIXTURE TO MAIN RUNNER, 0 GYPSUM BOARD 6,,a MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS CONSTRUCTION TYPE FASTNER -- - �y RE HOUSING, DG -- --- ---- -METAL STUDS,SEE SCHEDULE FOR EMT CONDUIT WRAPPED AROUND FIXTURE N ' WOOD L'X 3'SCREWW EYES GAUGE,SPACING, AND HEIGHT - — - HANGING WIRE MIN,FOUR i 1/2"EMT CONDUIT UP TO S'-10' TIMES. SECURE AT DIAGONAL ;,- STEE4.DECK PRE WIRES,CMI DC1 OR DC 2 1/4" 0.1450 POWER ACTIVATED DRIVE PIN W/1 3/4" EMT CONDUIT UP TO 7'-0' CORNERS NOT CONTAINING CROSS RUNNER _ METAL DECK SCREW EYFS- 1/4 INCH EMBEDMENT AT 1"EMT CONDUIT UP TO 91A' POST TENSION PRE-DROP WIRES;,EMBEIri, 1/4'X 3/4'METAL 4 FEET O.C.MAX INTO DECK PARTITIONS - -- MAIN RUNNER LIGHT CLIPS. TYPICAL BRACING CONNECTK)N z _ Z CONCRETE _ _ HR ANCHORS `�� METAL STUD _- ——� U POURED IN PLACE -- rtRE-DROP WIRES EMBEDS 1/4'X 3!4'METAL ACOUSTIC SEALANT AT SLAB — - - LATERAL WALL BRACING: IN LIEU OF SINGLE 1 5/8"METAL STUD(20 GUAGF) UP TO 12' NOTE: < H BRACING ABOVE CEILING PROVIDE BACK TO BACK 1 5/8"MFTAL-TUD(2J GUAGE) UP TO 15' REQUIREMENTS ARE FOR LIGHT FIXTUP.ES WEIGHING 56LB OR LESS. LIGHT FIXTURES CONCRf1T HIT ANCHORS _ NOTE:WHERE WALL HEIGHT IS GREATER THEN 9'-0',WALL AND GRID TO BE ADJACENT WALL FRAMING FOR LATERAL SINGLE 2 112"METAL STUD(20 WAGE) UP TO 13''6' NEIGHING MORE THAN 56LB TO BE INDEPENDFNTLY SUPPORTED FROM STRUCTURE. • NOTE:POWDER DRIVEN PINS SHALL NOT BE ALLOWED AS ACCEPTABLE ATTACHMENT INDEPENDENT. SUPPORT OF WALL. UP TO 15' DEVICES 1!V CONCRETE CONSTRl1C-TION BASED ON THE PROHIBITION OF THEIR USE BACK TO BACK 7 1/2"METAL STUD(25 GUAC,E) BY ASCE 9.6.1.6.5 THIS TABLE IS PROVIDED TO GIVE GUIDENCE FOR ALTERNATIVES. WALL TYPE B STC 45.49 RECESS MOUNTED jep",� SCHEDULES r2"'NPARTITION WALL TO GRID t**"3 WALL LATERAL BRACING — /`4N GRID LATERAL FORCE BRACING s LIGHT FIXTURE SUPPORT T-4N.T.S. T� 1 1!3' 1'-0' �"AWTV" T-4 N.T.S. NGWAUA UM j.,4 1 1/e'-1'-0" SUMAATUAL•GIVW T-4 N.T.S. r.•,acar w LLJ F z W u � N H OC r W M z N � Z Z) wZ 0 m Na V Lu 0 � � cn = j 6 7 8 9 10 T-4 T-4 T-4 T-4 T-4 J C ) Q O h_ C�7 < ,- Z MARK DATE WTION DATE: 12-12-07 Jm: 066630.09 FILE: CD DRAWN: MA - CHECKED: JS O F COPYRK;HT ANKROM MOGAN x� ASSOCIATED ARCHITECTS 2007 �5 DETAILS h �Z a 11 12 13 14 15 T-4 T-4 T-4 T-{ T-4 T -4� PER M19 SIT SET 12-12-07 _. 1 " " w ,a ry,. .sr .. .•.. _ <, :-. ,.,.. ... • i:,y,y., ».. «rw .�. .,... � .��'��. -ra.u...;;,,.. ,.,,..,..:. .�,.. "11511...•...�.r vnN^fi.s.yl.,-�tA1t`Mdu�•i :hi r .:,...m&'JR:fd:Vt;� M.r9M,'.a.,.,aL. ....RH,..r ve,�,n+..,r•. .y,fS'ar,:�y.a r _ — n , ♦ .. -. .. ,r r.: �. u , : � -.., 1.. . , ,. s. �. f. v-,., .. ..*.7v.. 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N i VCT-2 CENTER VCT-3 BORDER C _ Z VCT-1,ONLY ce ' •t• s+ , X11•: �..�• CONFERENCE LOBBY •• — OFFICE 201 d C-1 207 a, f ••,: ., SERVER Gt 206 VCT-1,2 CHECKERBOARD , C-1 FEC L1J FINISH PLAN W TS 114'-1*0 UOo N ui ..- O unz HROOM FINISH SCHEDv ' L FINISSCHEDULE Z WAILS C-i GENERAL CARPET W 2 0 P-1 GENERAL PAINT-EGGSHELL FINISH .Z NO. NAME FLOOR BASE CLG NOTES MFR: PATCRAFT MFR: MILLER m O V N S E W MAT. STYLE: REALITY BYTES-10039 COLOR: 8221M-BOTANY BEIGE N r 200 LOBBY COLOR: CABLE OUTAGES-39130 �✓ Z W P-1 P-1 P-i P-1 CPT B-1 ACT - INSTALLATION: GLUE DOWN P-2 GENERAL PAINT-EGGSHELL FINISH Z) uj to 201 CONFERENCE ROM P-1 P-1 P-3 P-1 CPT B-1 ACT MFR: MILLER 0 2: O B-1 RUB'JER BASE-4"COVE 8 ALL HARD SURFACES COLOR: 8223M1-SIENNA SAND 202 OFFICE P-1 P4 P-1 P-1 CPT B-1 ACT - _ 4" FL/1T Q ALL CPRPETED SURFACES Z 203 OFFICE P-1 P-1 P-2 P-1 CPT 5-1 ACT - M:R- BURKE MERCER P-3 GENERAL PAINT-EGGSHELL FINISH COLOR: 317-GREIGE MFR: MILLER �"� V) a ONCE P 1 P1 P1 P3 PT R a 204 - - - CB-1 ACT - COLO6225D-AUTUMN WHEAT ,,,.,.� 0 0 TOS KITCHEN R1 P-1 P-1 P1 VCT 8-1 ACT _ F] VCT-1 VINYL COMPOSITION TILE .�. �. MFR: MAINNINGTON COMMERCIAL P4 GENERAL PAINT-EGCSHELI FINISH M V 296 SERVER P-1 P-1 P-1 P-1 VCT 1, . ACT - STYLE: ESSENTIALS MFR: MILLL•R Z NP Z 207 OFFICE P-1 P-1 P-2 P-i VCT 11-1 ACT - COLOR: 143 FLAX COLOR 6675D-WOO['EN OAR 20a HALL P 1 P-1 P1 P-i CPT 13-1 ACT - VCT-2 VINYL COMPOSITION TILE PL-1 PLASTIC LAMINATE-CABINET FACE MARK DATE DESCRIPTION MFR MANNINGTON COMMERCIAL MFR WILSONART ---- — STYLE: DESIGNER ESSENTIALS STYLE: 482W COLOR: 246 BRONZE COLOR: ANTIQUE BRUSH . VCT-3 VINYL COMPOMON TILE PL-2 PLASTIC LAMINATE-COUNTERTOP 6 BACKSPASH MFR: MANNINGTON COMMERCIAL MFR; PI(�E FINISH PLAN NOTES STYLE: ESSEX STYLE: ATlAI COLOR: 2F9 OLIVIA COLOR: OOMANDER FIBER - - - FINISH:SUEDE _ I. AU:NTERIOR W/d LS TO BE A SMOOTH LEVEL 4 FINISH. 2. UTILIZE MASTER PAINTERS INSTITUTE(MPQ ARCHITECTURAL PAINTING SPECIFICATIONS.APPROVED MPI PRODUCTS TO BE UTILIZED OR PFAMDE SUBSTITUTION FOR APPROVAL TO ARCHITECT. 3. ALL PAINTED SURFACES TO K MP LEVEL 3-EGGSHELL FINISH, PREMIUM SYSTEM INSTALLATION U.O.N. 4. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL. DATE: 1_7- 07- a JOB: 066630.09 FILE: _ CD ` DRAWN: IVU CHECKED: )S Y^ F COPYRIGHT ANKROM MOISAN f ASSOCIATED ARCHITECTS M07 s , FINISH PLAN h F=� r a m 1 C o .. T�5 PERMIT SET 12-12-07 ROM a. VT 471 J1111Wur r7l �w- ' r • .ani, mill r ...wewrrrc .+pr.-�.+sL�m..scw.......rew+errtf- ...w..".,,,,_...,ae;•t.�t<. ...:w+...,. ._"._," .IL "Ya"rw'°..--`"`y�.,� auwrw�rw.w a..,re wMor.aw,r• .+'s�1��.��:Ml*I!M'�WIYY� •.MrM.JMc.w.. } rn�nalrtlelrl� ��,•.wMF�Ir+/P r^.+. .w.., Yb�Mie.w1'Mw•�'rnw» tY/dC ayMrwY{"P••,riwr:y-nn.+:,'t, �,!', ., w .w.,�wlw,•.,..t•-.w-_•, .� .. M'14�l1i' �MYM'+`--+-fc:-.•• •,•"•,,aa..+f:,rrw.r-r.,.,�;yy„..,n.��„ ,CII�••'«�lww►x�.�•re+•.�C,`w�.» a .+wrr..ar+wwrrv+-.;kw+.vauArrurnnlCaM[tlMrirv�/MR«-.. Nt,•