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Plans (5) C2012 - 00477 0 C0 U') W C0 U U) N 0 r— CO Ca W A U 1-0 14 2012 -6 M > - M 0j m N0 U')(0 Ln (0 J0 co ' N LO Z U) CU 00 ce) CY) LO U) coce) 0 0 a- 0. PROJECT DATA SITE PLAN ABBREVIATIONS NOT TO SCALE LOCATION: C: ADDRESS & and F.A. fire alarm PRCST precast L angle F.B flat bar PL plate M at F.D. floor drain P.LAM plastic laminate > @ 0 OREGON STRUCTURAL SPECIALTY CODE 2010 centerline FDN foundation PLAS plaster M diameter or round FE fire extinguisher PLYWD plywood # pound or number FEC fire extinguisher cabinet PR pair (-0D (E) existing FHC fire hose cabinet PT point E I perpendicular FIN finish P.T.D. paper towel dispenser OCCUPANCY TYPE: B - 3,576 SF @ 1:100 = 36 OCCUPANTS Y > plate or property line FL floor P.T.D./R combination paper towel Ea) cu FLUOR fluorescent dispenser&receptacle BUILDING CONSTRUCTION TYPE: VB NON-SPRINKLERED E ACOUS acoustical F.O.C. face of concrete PTN partition C) A.D. area drain F.O.F. face of finish P.T.R. paper towel receptacle NUMBER OF STORIES: I ADJ adjustable F.O.S. face of studs 0) C AFF above finished floor FPRF fireproof Q.T. quarry tile - AGGR aggregate FT foot or feet C (1) TENANT SQUARE FOOTAGE: 3,576 C C C C AL aluminum FTG footing R riser C a) C C APPROX approximate FURR furring RAD radius -2 -0 ARCH architectural FUT future RD roof drain CL L- (1) .0 ASB asbestos REF reference C-) ASPH asphalt GA gauge REFR refrigerator co DEFERRED SUBMITTALS: M.E.P. & SPRINKLER PER OSSC 107.3.4.2 LL.C: GALV galvanized RGTR register (n — BD board GB grab bar REINF reinforced BITUM bituminous GL glass REQ required BLDG building GND ground RESIL resilient BLK block GR grade RM room BLKG blocking GYP gypsum R.O. rough opening BM beam R.W.L. rain water leader BOT bottom H.B. hose bib HC hollow core S south CAB cabinet HDWD hardwood SC solid core L---J C.B. catch basin HDWE hardware S.C.D. seat cover dispenser CER ceramic HM hollow metal SCHED schedule PROJECT TEAM C.1. cast iron HORIZ horizontal S.D. soap dispenser C.G. corner guard HR hour SECT section CLG ceiling HGT height SH shelf CLKG caulking SHR shower CLO closet I.D. inside diameter SHT sheet CLR clear INSUL insulation Sim similar center line INT interior S.N.D. sanitary napkin dispenser SPACE PLANNER: TONI KING & ASSOCIATES q R TENANT IMPROVEMENT J1 C.O. cased opening S.N.R. sanitary napkin receptacle CONTACTS: TONI KING, TARA CANTRELL COL columnJAN janitor SPEC specification CONC concrete JT joint SQ square PHONE: (503)235-0243 A, S.ST CONN connection stainless steel �4 tk@tonikingassociates.com; tc@tonikinaassociates.com CONSTR construction KIT kitchen S.SK service sink 330 SE MLK BLVD. SUITE 350CONT continuous STA station CORR corridor LAB laboratory STD standard PORTLAND, OREGON 97214 CTSK countersunk LAM laminate STL steel FAX: (503) 546-5698 CNTR counter LAV lavatory STOR storage CTR center LT light STRL structural A SUSP suspended r7=7-' 4 DBL double MAX maximum SYM symetrical DEPT department M.C. medicine cabinet D.F. drinking fountain MECH mechanical T tread GENERAL CONTRACTOR: PHAIR CONSTRUCTION DET detail MEMB membrane T.B. towel bar [IF Z TENANT IMPROVEMENT CONTACTS: SCOTT EMMETT ly DIA diameter MET metal TBD to be determined DIM dimension MFR manufacturer T.C. top of curb PHONE: (503)572-8606 0 DISP dispenser M.H. manhole TEL telephone scott@phairdevelopment.com DN down MIN minimum T&G tongue and groove T=- - U. 4 D.O. door opening MIR mirror THK thick FAX: (50 3) 399-0009ass DR door MISC miscellaneous T.P. top of paveinent DWR drawer M.O. masonry opening T.P.D. toilet paper dispenser CCB# 57427 MTD DS down spout mounted TV television Z D.S.P. dry standpipe MUL mullion T.W. top of wall DSG drawing TYP typical UJ N north DENTAL EQUIPMENT SUPPLIER: PATTERSON DENTAL E east N.I.C. not in contract UL underwriters laboratory EA each NO. number UNF unfinished U) CONTACTS: TRENT CROLLARD EJ expansion joint NOM nominal UR urinal UJ U) PHONE: (503) 670-0456EL elevation NTS not to scale trent.crollard@pattersondental.com 4 A 4 ELEC electrical VERT vertical > UJ A A ELEV elevator O.A. overall VEST vestibule FAX: (503) 896-6606 0 Z 0 C.) Z Z < DRAWING INDEX CODE SUMMARY PLAN Z NOT TO SCALA UJ EXIT ACCESS: A1.0.............................................................................................COVER SHEET T TAL DIST NCE 481-7y/, 11 / 8 OCCUPANCY TYPE: B 3,576 SF @ 1:100 = 36 OCCUPANTS N, BUILDING CONSTRUCTION TYPE: VB NON-SPRINKLERED Al.1 ............FLOOR PLAN W/ DIMENSIONS, WALL TYPES, N WALL DETAILS, GENERAL NOTES 2 EXITS REQUIRED 77- ......... L A1.2.............................................................................................FLOOR PLAN W/ ELECTRICAL, PLAN NOTES, I j I I 3. -5 DOOR TYPES, DOOR SCHEDULE, HARDWARE SCH., El _J ELECTRICAL LEGEND. 0 0 L J, ...... PLUMBING FIXTURE COUNT: A1.3.............................................................................................FLOOR PLAN W/ FINISHES / i - i = l OCCUPANCY TYPE: B 3,576 SF 200 = 18 OCCUPANTS REVISIONS FINISH LEGEND, FINISH SCH., PLUMBING LEGEND 14- 18 OCCUPANTS 2 = 9 MEN, 9 FEMALE ......... ....................... PER 2010 OSSC CHAPTER 29, TABLE 29-A, 2 "It......... .......... 1 PLUMBING FIXTURES PER MALE & FEMALE REQUIRED AlA.............................................................................................REFLECTED CEILING PLAN, RCP LEGEND, RCP PLAN NOTES, WALL TO MULLION DETAILS CURRENT LAYOUT PROVIDES (1) UNISEX RESTROOM & (1) UNISEX FAMILY RR. .......... AnCITY OF TIGARD Approved.£l : :C :f.... A1.5.............................................................................................CABINET ELEVATIONS See Letter to:Follow....,-- COMMON PATH OF TR 53' COMMON PATH OF TRAVEL 57--2" / S L - - - - - - -- - - - - - - - - - - - —— — — — — — — — — — — — Attached..... ........-• 0 A1.6..... ............CABINET ELEVATIONS Permit Number:6LC- 2-!�ia A d d:r e�s r- LDr DATE 02-20-12 ! Date: Ar-2'9'-t?-- FILE 2011-39-00 JOB 2011-39-01 A1.7.............................................................................................CABINET ELEVATIONS AND RESTROOM ELEVATIONS 00DWN TC I CHK TK— OFFICE COPY A1.8.............................................................................................RESTROOM ELEVATIONS ............ DR BRANDON SCHWINDT INT 1 . 0 1 OF: 9 SHEETS PLAN NOTES O y W O1 PROVIDE ELECTRICAL AND DATA FOR MERCHANT CREDIT LINE @ RM 104. a g VERIFY LOCATION WITH CLIENT. n N a co , mco Q _. O WALL MOUNTED TENANT PROVIDED TV @ BUSINESS MNGR. OFFICE #105 m m o ° 27 23 11 I� 100A +az 2 AND KIDS PLAY RM. #101 . PROVIDE BLOCKING AND ELECTRICAL. VERIFY 0 c') z +36 DI +28 +28 +28 +az +a2 +az SIZE AND MOUNTING HEIGHT. w o o Y 36 +28 +42 +42 +42 WASH/DRA GFI 20 +42 o r L Z O STORAGE BUS. MNGR. I O PROVIDE (2) RECESSED FLIP-UP ELECTRICAL OUTLET & DATA @ROOM #100. M a a� 126 126 6 A 114 F A SPRING-LOADED COVER BY MOCKETT OR SIMILAR TO BE FLUSH WHEN NOT METEt�6RSC � 8 22 9 B 1p 441 2 WAITING i.s A E e 7 105 �e s I IN USE. BRUSHED SATIN ALUMINUM FINISH. SEE ELEVATION 2 ON PAGE 1.6 W/p 21 3 5 is i.s e FOR PLACEMENT. CONTRACTOR TO PROVIDE SUBMITTAL PRIOR TO -' ' DE STAFF RM. REF. O o G 100 e RECEP. c ORDERING. 127 _ , , 114 104 O Pr OVIDE BLOCKING FOR WALL MOUNTED BABY CHANGING STATION AND 23 LAB = 1x WALL MOUNTED BABY SEAT @ ROOM #103. 16 MECH. = 113 O _ ® ' 125 27 r _ _ _ (z D 113 20 6 115 O WALL HUNG ARTWORK / LOGO @ROOM #100. PROVIDE BLOCKING AS a / \ a� I_ A 7 _ d D NECESSARY. ` 5 2 U E 125 124 /i _ i_ D as - 1006 FL F 105 �•5 O TENANT PROVIDED FREE STANDING FISH TANK @ HALL 1 #102. E 14 I = - = e E ` �•6 1 + 4 +44 + 0 44 GFI DIM O a - - / _ NIT. = F Rf� _ = s = i s 2 O7 5' X 3' TEMPERED GLASS RECITE @ROOMS #104 & 105. MOUNT TOP OF SILL m c HALL #3 = 124 - - '� = c cm 44 X-RAY B ' s A 44 = KIDS °� 06 @48" A.F.F. 123 - = GFI = � _ � A ].03 ,.5 22 120 = r r r r r r r r r r r +2 1 1 5 +44 _ 101 2 P T CNTrR1 p° O8 TENANT PROVIDED STACKING WASHER / DRYER @ ROOM #126.. PROVIDE 3 123 1 13 PAAGLA +zs STERILE 9 _ bq 1nn IB 7 = PLUMBING, ELECTRICAL AND VENT TO OUTSIDE. a c TRASH L _ PANELB 4 1 12 GFI - 1 V �_ // i ms - HALL #1 P. 3 9 9 RELOCATED REFRIGERATOR @ ROOM #127. PROVIDE ELECTRICAL. 1.6 _ _ +44 44 = rriiririiriiiriiiriirif _ = 6 s ®4 O 1�1 122 44 DIM I GFI _ qp O\\ — �, _ 102 06B 106 1.7 DED 10 TENANT PROVIDED RANGE WITH HOOD @ ROOM #127. PROVIDE 226 + 14-11PANO = ARCADE NICHE F, , ,; O ELECTRICAL AND VENT DIRECTLY TO OUTSIDE. INSTALL PER +a DIM16 121 16 +2s = 110 ° ° 07 MANUFACTURER. INSTRUCTIONS. F— +28 O O L__j 18 11 TENANT PROVIDED ADA HEIGHT DISHWASHER @ ROOM #127. PROVIDE STORAGE 119 118 16 �s HALL #2 s 15 PLUMBING AND ELECTRICAL. 11 9 _ 11 1 1 I 12 12 OP 2 #107 AND OP 3 #106 EQUIPMENT AND CABINETRY TO BE BUILT-OUT AT O1176 �- O� LATER DATE. PROVIDE PLUMBING STUB-OUT, ELECTRICAL, LIGHTING, AND 117A 1i6B 116 076 5 BLOCKING FOR CABINETRY AND CEILING MOUNTED MONITORS AND DENTAL J 7 LIGHTING. iirirrrrrrrririiririiirrr �a�" OP. 2 NEW ELECTRICAL L AND PHONE PANEL 61 �° 1 07 13 PROVIDE PHONE PANEL ABOVE ELECTRICAL PANEL.IMOUNT PHONE PANEL b9 J09- ��� ��� "" �I L ON PAINTED PLYWOOD BOARD. I � I +4 12 14 PROVIDE (2) HIGH/LOW VENTS. EACH VENT SHALL NOT BE LESS THAN 36 SQ. 5 5 ° INCHES. ONE VENT SHALL BE PROVIDED W/IN 6" OF THE CEILING. ,.7 O° = 1.7 O° HYGIENE HYGIENE 2 ` 9 Z DR. OFFICE 109 ,.7 108 ' '' O O —' 17 1.7 a 15 NGT USED LL 118 19 __'SURGERY -'OP. 19 ,tea 1 17116A7 15 (2) NEW X-RAY VIEWING WINDOWS @ROOM # 121 & 115. VERIFY SIZE AND z MOUNTING HEIGHT WITH CLIENT. w C 17 24" X 30" TEMPERED GLASS RECITE @ OP #116. MOUNT TOP OF SILL @ 54" G r�n A.F.F. SEE DIMENSION FLOOR PLAN ON PAGE INT 1.1 FOR LOCATION. w �+ / cn lg PROVIDE BLOCKING, IF NECESSARY FOR TENANT PROVIDED MIRRORS @ O z NORTH TOOTHBRUSH STATION IN HALL #111. 00 0 FLOOR PLAN 19 PROVIDE "CHILD PROOF" OUTLETS @ OP #116 AND SURGERY# 117. 0C- SCALE: 1/4" = l' - 0" G 0 20 (2) ELEC. OUTLETS IN WAITING RM. TO BE CONNECTED TO MAIN SWITCH AT z RECEPTION. z 21 PROVIDE IDN BLOCKING F R WALL MOUNTED PULL-DOWN SCREEN ABOVE Q STAFF ELECTRICAL LEGEND 22 PROVIDE ELECTRICAL AND BLOCKING FOR CEILING MOUNTED PROJECTOR w W @STAFF ROOM. VERIFY EXACT LOCATION WITH TENANT. DUPLEX OUTLET OUTLET +44" HEIGHT OF ELECTRICAL DOOR SCHEDULE 23 TENANT PROVIDED WALL MOUNTED WHITE BOARD @ STAFF ROOM. 220V OUTLET No. SIZE DOOR FRAME FIRE HDW DETAILS PROVIDE BLOCKING IF NECESSARY. G.F.I. GROUND FAULT INTERUPT TYPE MAT. FIN. MAT. FIN. RATG TYPE QUADRAPLEX OUTLET DED DEDICATED 100A EXISTING DOOR 1006 3'-0" X T-0" x 1-3/4" B .C. CLEAR TIMELY WESTERN SIL-2 W/ CLOSER T TELEPHONE OUTLET DIM DIMMER SWITCH 103 A BRCH FINISH WHITE L-3 W/ CLOSER DOOR TYPES 105 L-1 DATA/ FAX OUTLET © BLANK PLATE 106A 2'-8" x T-0" x 1-3/4" L-2 $ WALL SWITCH © CABLE 1066 2'-10" x T-0" x 1-3/4" 107A 2'-8" x T-0" x 1-3/4" F.L. FLOOR MONUMENT O THERMOSTAT 1076 2'-10" x 7'-0" x 1-3/4" / j REVISIONS Q 113 3'-0" x 7'-0" x 1-3/4" 114 T-0" x T-0" x 1-3/4" 116A 2'-8" x T-0" x 1-3/4" TE X TEMPERED GLASS 116B T-0" x 7'-0" x 1-3/4" CLEAR 117A 2'-8" x 7'-0" x 1-3/4" VARIES VARIES 3' 1178 T-0" x T-0" x 1-3/4" 118 T-0" x T-0" x 1-3/4" L-1 A g c HARDWARE LEGEND119 3'-0" x T-0" x 1-3/4" L-2 W/ PRIVACY LOCK 122A EXISTING DOOR DATE 02-20-12 S-1 STOREFRONT: PUSHBAR 1228 3'-0" x T-0" x 1-3/4" A BIRCH FINISH TIMELY WHITE RN L-1 FILE 2011-39-00 L-1 LEVER LOCKSET 123 I I I I 1-HR L-1 DOOR GENERAL NOTES JOB 2011-39-01 � L-3 W CLOSER DWN TC CHK TK L-2 LEVER LATCHSET 125 L-2 I L-3 LEVER PRIVACY LOCK W/ OCCUPANCY INDICATOR 126 2'-10" x T-0" x 1-3/4" C P-1 PROVIDE SOUND PROOFING 127A EXISTING DOOR D1. PROVIDE ALTERNATE ADD PRICE FOR KICK PLATES AT INTERIOR DOORS. FINISH TO DOOR HARDWARE. P-1 POCKET DOOR HARDWARE s C CLEAR WESTERN INT 1 127B T-0" x T-0" x 1-3/4" A BIRCH FINISH TIMELY WHITE L-2 D2. ALL DOOR HARDWARE TO BE SATIN NICKEL FINISH. 3 OF 9 SHEETS 1 I REFLECTED CEILING LEGEND o y c W 2 X 4 FLUORESCENT RECESSED AVANTI FIXTURE cif N o ALIGN SOFFIT _ _150i) co 00 Cn W/FINISHED EDG ---, , Fµ-' '- > C M O N (D a 2 X 4 RECESSED MOUNT FLUORESCENT Y "' 015 ( FIXTURE WITH PRISMATIC LENSE. N L z t L_ J ? I I 4 .E i LLJ CIO Cy')to F tFtF€ i ` • _ 2 X 4 RECESSEDM NT FLUORto z ---- - I EGRESS NIGHT LIGHT: OU F F 1 E .................._._..,i...! ... ._ E :............-. e _.._._..E _.«......_..._._._,....«...,.._.».............i...__..-..._...._........._...«._-_._._ � ._..._...._.,....,..,.a....._.._»....._,_____.i .._....._.........-__--.-...._._. ,...._....__,___......__......-...i.-...._� 6... .......,».........._....._._._-_._...!.-._...««........_.._...._........._»....._..,....»"._...........«..,.....,..-.. .e. E to I.-L 0-4-- FIXTURE [✓- ,�,�. FIXTURE WITH PRISMATIC LENSE ON BATTERY BACK-UP j EEj IF )3 33 i E 1 £i6 W..6 IE I 3 E E E t F ............._ .,_. ....,..........,..,.,. RECESSED FLUORESCENT CAN FIXTURE i f i j I O S € 3T 6 E EGRESS NIGHT LIGHT: 6" RE CESSED FLUORESCENT CAN X ON BATTERY BACK-UP o ..»_.__ .- ..a.�_, ._....,..._..._......_..d.............._...._......._�.aw. .m....3. »dm...,..«�..-»-.-�.i-- i..-_...w.. .. .L.._�_....._.�..._�.«..._......-e3m.s._._......,...... -__.._._.._-.3--...- _....«.........,......,..._.......___.« \ `. .__._..._ .,....._.,-m.-.__.._._ «»....._...... " O t� • E i f £ i 6" RECESSED FLUORESCENT DIRECTIONAL CAN FIXTURE 70 i\\ ...... - - = i E 1 1 1 1 1 1 1 1 1 1 1 1 __ F ............ ...._....w..,..,......«___ .m"« 3 r -'. .�. _ ♦ F t73 F 4 x O 4" MINI-RECESSED FLUORESCENT CAN FIXTURE — ! _ _ �. _�_._ _ _ _.._.-_ _ ___ ALIO i5 �F - -- C I / - OFFI. � 1 i a� - -- ! —° I I = ! I I I I III I II I I III I II I II I l l Il 1 1 1 1 1 ! �- '. _: _ �. _,. �r I UNDER CABINET FIXTURE, LENGTH VARIES 1 1 I I I I i I I I I 11 I I!ill 1 1 1 1 1 I d___-_._ _ __ __.___ - i-t .• /! ✓ __ C f_ 1 ' y I I - C , " �\, ✓°` ` ` r, A o ABOVE MIRROR WALL MTD. FIXTURE: TO BE DETERMINED o 1 I , i .._. __- _.-•----_. ?- y,.-r--r--rw•-T-'r'ry_y,. '-r-•r-t-r-r-T•->'..1_.-.r- -t-- F 1 i x,. \ , _0....qy..,, E 55 ff 9 y 1 �\v, I 3 s � 0 1 X 2 WRAP FLUORESCENT SURFACE MOUNT FIXTURE -� p Us � I 3 � � - 1 I I I I I I I I I I 1 I I I I 1 1 1 I I 1 I 1 1 1 1 1 _ � tl ��` ` i„ r1 E i ; DIM I I I = - - .. _ O p' - ,, 1 r'✓ '6° i ff r ,,� _ ._ I 1 X 4 CHAIN HUNG FLUORESCENT R2'_gf FIXTURE WITH PRISMATIC LENSE. OPEN TO STRUCTURE I ! _ .,----.�--:w. r~ � � �-� �--�: ,, ---•;,, .,�....... ._.. ..�.::_. _�__ - �..� _:..�,ry r� ,.�« _«____ �� S SPEAKER -'-gip' t ,_.._.....,«.,..... �• _._.....-..�............. _.,yy�._ j - f Y�✓ FIlr. �,,.°' /��+ ✓ �'� !� � '^ •`''`' .' 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BOARD ff. _ ° F E , t t " ......y i ' '' �' '�,, s✓ ' r` ✓ •�.i ' 4,✓ 113 i i X ` ! __.._ =.._.'�,•«.... `•° >0 , ✓ „ ` I f / '' i ✓ ✓° '„ ' 8 $ WALL SWITCH [ t' ,✓' J°�, �i l ✓ v' /,, tl � ,1” r,, i ••° i,, 3 ° I' i 6 { 3 j w I -_'� ! t✓F �',, '' w' E 1 ✓ ! �I` l .� E �C. ._.....-_..._._J i......�» [.__,.. _ A.__em«F __._ E .... _ .. : m ILJ WALL SWITCH WITH DIMMER !' f' P '' S 3 .4 f I ,/� 3 ' I 3 !'` 1°£ •,•1 £ { [ t - ....... .,................_....-....._, (y 1 f It ✓£ �•' / l {( ( 1 M DIMMER j £ „•t i °' f i i ,E ° '` Jd ..'' t i:•° ,f' A°„ I f [ 6 • f 3 I • I j �i ! ! i '`' `'` ✓ ,F "°° , +' F� ✓✓`' �,�` ,'' ++" E I I ! i _ry_ _ OS OCCUPANCY SENSORLL iI ,✓� ✓ i ✓✓ •F E'✓� °° i•='`'--:+'-+ € '' 't ,; ..>.. ...,_._.. -._ ._._.._»...... _....;;.«.....«....._....„.-_ mm......_.,:::.::....._ I i , ( i f T` F t ,o.�+.,...`'�Y� ,i ;�•.w,..- .,.�.........�,:«Ff,�.•,. �•....,,.,., ...,..-_w�.:...�....�✓e'.......,..��w� ••���� �✓,`..._..,.,a �. .�..> ..�.., i 6 F��- 1 I F .................. ...._..... ,...,........._...«... _._. _... , •... � I --� � � � �✓. ,,d�.• F to✓`, <rF' ✓ '`f '` yf,• ''r r .'`'�,%�', •' c'�°. ✓`� ✓,, °✓9�'d'`�,✓ ✓ f✓,T` � .%' [ 3 � I i � .,_.« ...�....... 3✓ ��� - ✓` ✓ , j' I . I - j ✓q EE i ✓`! � y�„ ® EXIT LIGHT GREEN i i ,�` ° r"°• ✓`' „ ' s fin" ✓" F ! i .i. ,,,,,r ?`.�' `^+'' f✓ E .f 3 I I ! I �•f, z I I , f ✓ ' W 4 *SEE: FINISH LEGEND ON PAGE 1.4 FOR CEILING TILE SPECIFICATION. W REFLECTED CEILING PLAN NOTES > z w NORTH O OA.F.F. PROVIDE ALTERNATE ADD PRICE FOR PAINTED GYP. BD. SOFFIT @ 8'-0" REFLECTED CEILING PLAN PAINT P-2. SEE SECTION 1 ON PAGE 1.4. 0 SCALE: 1/4" = 1' - 0" __ 2 0 OGYP. BD. SOFFIT @ 8'-0" A.F.F. INCLUDE IN BASE BID TO PAINT P-1. z PROVIDE ALTERNATE ADD PRICE TO PAINT P-3. z O3 GYP. BD. SOFFIT @ 9'-0" A.F.F. INCLUDE IN BASE BID TO PAINT P-1. Q PROVIDE ALTERNATE ADD PRICE TO PAINT P-2. z 0 4 PROVIDE SOUND BATT INSULATION @ CEILING ABOVE ROOMS #116, w #117, #106, AND #107 UP TO 4 ON EITHER SIDE OF WALLS. SEE HATCHING 0 ACOUSTIC CEILING TILE AND GRID AREA. Hanger(Suspension)Wires(figures sa ad 5b) figure sa >' s fi-,-,2 Lateral.Force Bracing(aq: :2ands) P-•, i x F FIEt D TI(; lFb" N " n lunger vd pe Mer w res us+be plumb v hlrn 1 n 6 unless Iggurs 5a)canoe I e tl t Yprcahai�et� :' 5 s' I'�P ` fY 2 tx ,a• Lateralforce Bracing Cedmgsccnsrnctedoflath and;raseagypsum board.sr-reworrailattachedy sbPhgw(enare AraUedIfi9ua56)s acs. :.. da-eF 'iz3+.n d. .° .. to suspender members hat suppo a Peirr g m one eve a aendirg.nom Wier' Hanger ova es shoe 0e 12 a and spaced n1fee on cen!e a 70 a ked 5 Sprinklers GYP. BD. SOFFIT. PAINT P-ZY' ' '' ' to we%shall be exempt Iran the lateral;ace bracirg requ+cinemas:t%-c=a^,L.- gage 9 s� Fu C :t[ys'�rl a n rrr)tracing.snicker head rW,eva,ions sly Iw e a 2 inch o er as m[g.:.pore a adopt through the chi g lib to VOW free Suspension Systems for x.•s3< tom'°n0e Center.5i-' " " r. r- • •'' "•°'"' Art ucr�necLon ck-Ace at the r, construction shall be. 1_o!can moe„enr d al vast t vim'n f ria¢orre'dre^aixs.Fe>ub'e Fear design that rain[ar"camheda+e t rich Ire's maerxyra shatl be Permitted as an Lateral force tracing is gn use of vertical struts(compression posts)aryl splay Y om . ate' Y r5 _ - altarn a..,a.e.x:;<. -,t....2._da•.r: Acoustical Lay-in Ceilings wires(see fgae2) not less than 10opbwids --rz ua9a Lateral face aacvig s required fa cotnps Over 144 square feet and not Powder orven shot n anchors are an approved method c attachment for hanger apayea wires ,.,,',•u,.:aorw:.,.fn:. ,c:_+Eea:a„_-;�', + - - i s�•=• required to ce digs less than 144 square e t provided N�'are surrounded by _ s " ' "'•" four wars and traced to strucWre s car, '.:r:r,a,aa•�;acus-sv v;:'. Tem-ill ads d each man beam and Goss tee must be seppxted wl:n 8 rcries 3 �` of This document has been reviewed by Lateral Force Bracing she.het 12eet on center(maxinLm)and begin no farther Perimeter wire(see figure 4&5 b).Sxne.asr�xrwi y.a � GROSS TEES LATERAL FORCE BRACING PERIMETER WIRES ARCADE NICHE WALL than 6,eet from ova 1s >, r :«3, Vires sha:l not anach to a berg arou imeR matertat a ui L'ure 5b•Countersln The cross nenber Thai nterbdc wdh rhe me frac ,ethos tined to t cel- hi wires paced wIll eight incres Of oros<ie. uam cream errg eq pment.A 9 Ping rg r p,even rgEr q the.State of Oregon;Building Codes - • Seismic spay wires are to be four 12 gage vines attached to the man beam. trapeze or equvisent device shall be used where Obstructions prec ddo drool man beans.also kaon as cuss ru/ ers irg uplift or restrict federal movemer[t dxN the surrounding wells. N,res are arrayed 90°from each other and a an angle not exceeyirg 45•Goin; suspension.Trapeze suspensions shag be a ri nimu r o1 beck-to-back t Y�h .-\ ti - or cross T-bars. a seismic evwu.Lateral fa,cs'naorg PLENUM Division,In all buildings,other than the pihr[e of the cei svti�: - a s�-•r:�•::.-�.'a a cold•ra-ed 0Ovels for Spans exceeding 48 incheS.Sart¢rnos ;r xh t.- '� consists d vertcdf SIMS and sTJoy woes. - rqure3 �g r , '\ T `� DIFFUSER - Ttnsspace above asusperdedkxling. structures ci85sified as occupancy Maximum Recommended Lengths for Seismic splay wires shall oe attached 10 me grid and to the Structure in Such Electrical fixtures Acircula,or.eaar r molal I used MAIN BEAM Vertical Struts a maturer 3iat they can support a design iced of not kss chem 200 a3urtds Cr = gine SLACK WIRE categoryIII gild IV suspended ceilings the actual design load,With a sate tactor o;2,whicriever is greater(figure �ected Win ft fixturetoto eh sless than 10WcWre above.Ths Shall mretmay be Stec i tee: ------ -- - - g f a from a d r ed ( _ _ _ r '.er 1 h t t'c± d - for the passage O The ire Sus s g 5 9r go a bbl. �I system ported by hangr�res also k%xmembe�i a the A 7 2 gage wire that is not tight o out. installed to acc¢rdenCa w, the • i .camyng.runner REVISIONS :•s.,, w,< �'n 'r'co'fNng SPREADER or SPACER BAR - -reswtptive rotnSions of the W EMF conduit to S to. Ponder driven dia-in-anchors,when used as parr of Iliz prescriptive path Shall ESSENTIAL SERVICE BUILDINGS a matins -I p p uP Lght futures wegrung more than 10 pounds and less Haan 56106.shall have two A bar with notches to prevent the suspen- have an ICC-ES approval for sesmic splay wire applications and shat require Any buhd-rgs designed to be used by I 4V Etvf r cu xduit uP tin 7'8' 'specie',nspections"trine awe of one pa Y egory the stnscture V 2 gaga wires attached at opposing corms of aha h9hi fwura ill the s!ruCtu-e Q ABr-0FiEGON document deend'ed-. sFet 'Ype of ocar nc cat public ageric�es as a fie station. MOLDING/CLOSURE ANGLE sips system from seParating,also called a - is in Sarw sero r ,:n• ,,: y..,., stave.Those wires may W slack sc,acr:G'SGh s. �,.3.1. ry9We .police station,emergency operations A light gaugema:elan�e w drarnef las- stabliaa bar. 1 •1'EMTconduf up b 9'9" ore.x • Ga I by She State-of Oreg 3nFBuilding - Lghl Fbtures weighing more than 561bs.shag be supported try tliecty from the pp :. Spay wires are to be wiVn 2 irches,of the ca:'hnection d the vertical strut for cerr.Or,Stare Pard office,sheriffs- toned to the per mater wall or pan;lion to SPLAY WIRES j structure acOve:These wires must be taut swce:csra:asrrvc: '•s 3•v - CodesUivision to co • wspenled cedry.Sua:'J'6b.�s.v.-rix„a 3.; t ik.nser wr..mrmEere' emergency mplytxith the office,or emer en cOmmtnicalion support the peti?ia?Er enoS o!an ac- Vrues instaged at an angle rather than Rild brach Pendant rm0,nted fixtures s1•ali be directly supported from the structure above dispatch center. coustical coding grid. 4” RUBBER BASE statewide code interpietatiun. S gie t}s meta stud(2o gauge) w o 12.0• 9 may be used in Iieu of spla;w res.,a. aces tx•+,r.<_, z: v.__ using a 9 page wire Or an approved aition esu s :.anao- !; ,•,- pc-+pendcuar to the gritl. pax PPPd wdYOut uSiig the ceilig - Cetings with plenums less than 121nches to Structure are not required to rove • suspension System for direct support.sc:.r_ cisC5 Se 'c mors.-a sin and corae•.e L_ GRID PERIMETER CLIPS Beck-to-back 13'e'metal Sud up to 15V lateral force bracing.sasce:Pur s rink�vsar vrt. va• VERTICAL STRUTS ThisdocuYnentpifOM06thelBC- Tandem ufilzeconmonwires. ca,VaA-------- ThemairtbeamsOWorosstees offhe Pravietaryanglebracketatrad)eddirecty (20 gau9el - n[�' The 0gid vertical member used i[lateral - d vertical struts must be pOsitivey,attached to the suspens'on systems and the suspension system- to the all N.movemer,inn ftargowhich yam bracing of the suspension Sys- references!standards for the instal- Single 2#'meta;stud(20 gauge) up to 13'6' structure above aa'.e 17s�t�< Mechanical Services 31—---_.___—_ allows for�c'novemaN n V e event 7 lation of'sus ensicin'S stems for " General Recommendations - " The vertical scut m be EMT conduit.meta!studs a a y COmpres9on Termirels a services v 2G:0s.but rat more than 56 Rus.must have hw HANGER WIRE i tem.AI50 known as compression posts, P Y may Pop e'er ek{hi g Seismic a mbl and intefbcks properly with II Back-to-bel 2 fz'meta Sud up to 15'G' vw ca nor ter w:•e-------- to a t2 saY ann�led vn a USE nS soilsmic pods.seismic struls.Common . f2efaaxhed cvty of per Testing Material l(A IBC(Intern,AST Budding Cgtle1. 25 au e1 co t 9 � t2 gage wires connecting thu:m to 7tz ceiling 5151a^n Fwngers a the sinaptur2 9� ends Of g!d%siom• acoustical:l In-Ins.lnc post be f ore aY 9 aPAra- ( gauge) above.Tresa wires m primary support Rx the grid system.AM0 mat a a s are a ec cls cordu't(EMT). . i ArPr Pa Soaeyof Test gMaterras(ASTM C635.ASTTnC635)./m en �� � r Wall Moldings es ore and db as be shack,:•�as Sas,. res s• meta exude a txodr a ay'p educts. ..tion of this diicument vtidtprotidea'. can Soc;ieiy of.Gvil Engineers(ASCE 7-05)and Ceiings and 4htena Systems 9 ' 1 i'enn'rtals a service-s wagttirg nine than 561bs.rrusc be ind r+9ura sb callEd suspension wares. w e < m aw.1[, i .a.. a g Wal modngs(,Perimeter closure angles)are required to have a honzortal fenga Iy sup Constn,diah Association fC.LSCW. pared directly from the Stnx'hre above.These vises must be lain.x.:r.,:dsr� . more-uniform standard for instaHafien- - � � .._rt*e..:.••v 2 wrltltes wide.One end of the ceding grid shall be attadted to the vraE mold. sa'•ed"'�""°rung""`°"'<"1A°'" - . - Partitions Viet are tied to ft calling and all partitions greater than 6leet o ;x'sit:m+as J•4 .ng,the other end shall ha•e a a/11Cth clearance from the wag and hoe to Sudo. tea•se.n ea< • .'rt;+ and tOspection:Tnls documt ref iS Might shat IN s laterahy bro;ng sy to dna. acture Bapig sr al be in leve dent fig"a4a sa+�e:x:dc:135 r._tRre fez ire Seismic Separation Joints(figure "" of the ceding splay bfac!�system.s:,u•[e•3C ar_ecn tae!.-.Z - Attached Wall Molding Requirements p - ilesiggetl:Io accomplish the intent of. Vonore substantiating documentation has been provided to ax local junsdotau. v ceiling areas exceeding 2,500 square feet,a seismic separation pint a full saunv,ai AnG3ie—� For further information on bracing of non-road barring passions refEx to perimeter clips may be used to satisfy Vie requirements for the 2-inch closure heglx wall partition that breaks the ceiling shah t o Provided unless anayses are sEsel so-aa[-•+a.a r.v.p, - r tlle'lnfernatronal Buddm;g;Gode jdBC) l3WCB techn;pf document 0201. / 2 Sane - -: - - r , angle ^;m:a:Ssls�'1Y<'yJm,B.ax'ro xcr'u✓sc+: XdOrrr-pd Of gte Gedi,ygs tracing system,Clower angles aril panwat els,t0 With nor"to:the re uirements for AJl main i1P.atts are to be Heavy Duty,(HD)s.,:....,scs--r„aero y a..a2z, '` 3 N�":..._._ Q .� The grid Shell be attadxd at two adjacent wags(IrtA rivets a approved melhool. Provide Sufficient clearance.Sa ince;a,�;e 7-w per•&.c.2.e.22 a _ - .- - d; w�*i� ?�'..., ��: •� `�"' . .. :: A l cross tees shag be capeae of carrying the design load without exceed ng Soffits extending to a point at least eve!with the bottom plane of the grid and The layout and location of the se'smc separation jcrn shag be Iter the dorsi er .. � ,-� DATE 02-20-12 design,category D,E and F for a gn v. deflection equal to 1/360 of its span.Sava-C[SC,zeros_a independengy supported and laterally braced to the structure above are deemed of record and noted on the Plans.If a seismic separation font is required try the "" suspended ceilings'and related items. to be ecturNalertr t0 welts.sax<rr.suv a. .:,r, a v£o,r C--!n ori des�gnen tree desigr[er may use the generic fort detadad in this document a a- ..- - „ - F SOFFIT SECTION . musei4'canmenato suemlendedtor FILE 2011-39-00 Unless supported by:engineering,.the- suspended ce'�hngs inn ludi g grid,Pares a .4 Ti>rra:>haU be a min mum gG Inch clearance from the end of the grid sy5em of a, ietaryjdnt.The arriant of free movement(gap design)sFiah be a rrinmum figure 7 ks x= Y ;. . Ute.light fWLxes arty air seminals n'dyhrcrg Irrattachedvrags.s::-cin:sc�,:n:_•rr�•!•a:e:%:•rens of nch.:c..co:S:v.ra r [ - . su3pens on system shall be installed no more he a lbs. are Lod. ` o h fi�J c seismic Separation inns V> Y ,. r - - per square c.-: sopa a ro kxC g may be dNded'nto a ells less than NW.G&-:Oregon e- >ti€r 's> fa ,t...: JOB 2011-39-01 25WsquaefeettryVieuseofParti onsOrSoffitsaskolow6:pantbns�ll�en,d per the'requirernenisfw'SeismicQe rgxedb Phone.-(5n3Y2gS- t l t R ..- SPneaos(spacer)bars<Jha1 be used to proven(rhe antLs or tM_main bsa"it; a u'utinrr.d 6 ridge;above the level of the plane of tie gnd and shag be irate• ' g. SCALE: 3/8 - 1' - 0 - ,. • ar undidesarety theeeagesturns UnattachedWaIIMoldingRequirements TK sign Category(SDC)D.E and F pec oe...i and cross tees a•cermcra'wall from spreading open during a selsr'ic e,s�, Aer[de�Vry raced to g1e structure above.Soffits ma axteM to a par,at least level Fax:(531295-2233. z; D W N T C CHK around i16�(wi3in three aidhes.Tr.'ek+e Perimeter woes Shall not le in lied d Spreader bars Sa.a. .:.,�„r- !; wgh it le bottom plane Of alto gnd and Shall co irKlBpend., sur ' t --_-.- Ha-_r write Spaced 4 f0o1 Orl LL>•iler �„�-- '� pWrlCd antl Ialefaty, 1032-A NE'951.h SL the 18C.Manufacturers'recommeh- g r w Spreader bars are not requred at perimeters where r n ors are attache-]directl xov.*^e+*y a,+,a+;w: B C:WaILanJ Cetlfn Asiociaticn - braced to he st ucu a above.sv sa:Y ar g (figure l) .vin-a:Stay C_.ire n,,; "a •.. ' • Y ,a.c - r .%. __ Seattle,WA 98415- dations should be followed- -n cea� to closure angles. Other than Partitions and soffits,seismic joints may mol be used as pknrt of a fire - - Plror[e: • Char ge5 ng planes int Tehuila pcsi- _ Phone(206)523--4243 V'K'�• � 'i:4 ^8,- , :� '... I've bracag. U o ,,,,,,, Will tying is an aoceotable alternative to spre#x hxi,s. reap)ceding assembly luhless substantiating documentation is provided.s«:,-< .Fax:(804)59Y•720H .:;.577.w..A l'0. •,.«,.e`"d. . g 3:xkvra w:. S-19 w_rs[;:note, Ewe C?f>615244t36 figurer s..• .,ski S s«„r - Spreader burs are not required if a 90 degree intersecting cross a man is w=him .. - .... 8 inures a the perimeter wall. I I FI • Ton Free(god)sz4-+1275 Alberta'Wxll and iCejfrmg Assacl;_ '. IA •"""""""• `4g� ” Vvhere substantiating docunef[taben has Wen Provided to the IOCaI jurisdiction, -' ',••• -' g ar.si infoenwob,org Phoie.•(4t#'3}250-7f13$ .y pormeler clips may W used to satisfy the mqure,nents for spreader bars. vrww.hweb.org Fax:(403,.297-9515- _ .OJ: _[I`Ik:'i - Veiai•r,i•lrr UNG�i WAIL Roti-inti ir,N,.:. .,_5..':J..n... ,..Chas.,:'.bl;. 4'Tl.ukv.�., :: r` • r r 0 i.A'i Itr.L: I NT 1'.tieS 5 OF 9 SHEETS