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Plans (5) BUP2O18 - 00020 EGRESS PLAN KEY BUILDING SUMMARY PROJECT DESCRIPTION co w DEMISE 15296 SW ROYALTY PARKWAY INTO TWO SUITES, 15292 & 15294 WITH A COMMON CORRIDOR AND RESTROOM. NEW et Z O ---4-- TRAVEL DISTANCE (SEE PLAN FOR DISTANCE) SPACE OCCUPANCY TYPE AREA (SF) TOTAL OCCUPANTS BUILD-OUT OF TENANT IMPROVEMENT OFFICE SPACE (NE CORNER OF BUILDING). NEW INTERIOR PARTITION WALLS, COp REARRANGE RESTROOM TO MEET CURRENT ADA CODE. RECONFIGURE HVAC, PLUMBING AND ELECTRICAL. N a NOISIALU 90111112O WHEELCHAIR SPACE / WHEELCHAIR CLEAR AREA OFFICE B (1:100) 2,641 SF 27 1321V9IIAOA D /' — M 0 ( 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREACODE ANALYSIS PROJECT TEAM DRAWING INDEX 90°2 S 83.3 I Lo �-- 0 a "- / BUILDING 15290 SW ROYALTY PARKWAY AY a NEW TENANT PARTITION WALL CODE 2014 ORE. STRUCTURAL SPECIALTY CODE ADDRESS: TIGARD, OR 97224 T-0 COVER / EGRESS SHEET On V CO EXISTING WALL CONTRACTOR: EMMETT PHAIR CONSTRUCTION T-1 DEMO PLAN _ Q 0 U JURISDICTION CITY OF TIGARD 1® EXIT SIGN (SEE PAGE T-X FOR SPECIFICATION) CONTACT: KYLE OSBURN Q EMAIL: kyle®emmettpliair.com T-1.1 REFLECTED CEILING DEMO PLAN CONSTRUCTION TYPE VB, SPRINKLED PHONE: (503) 476-5639 Ct FAX: (503) 399-0009 T-2 DIMENSION PLAN Q PREVIOUS OCCUPANCY TYPE B-OFFICE CCB#:57427 WA#PHAIRDC948PE W IIS d PLUMBING FIXTURE CALCULATION NEW OCCUPANCY TYPE B-OFFICE DESIGNER: EMMETT PHAIR CONSTRUCTION T-3 DETAILS F N. TARA CANTRELL W ti OCCUPANCY/AREA OCC. CALC. OCC. LOAD WATER CLOSETS LAVATORIES PREVIOUS TENANT SQUARE FOOTAGE 6,821 SF EMAIL: tara®emmettphair.com T-4 PROPOSED PLAN PHONE: (541)521-7661 Z M LO MALE FEMALE RATIO MALE FEMALE RATIO MALE FEMALE NEW TENANT SQUARE FOOTAGE 2,641 SF T-5 REFLECTED CEILING PLAN w m DEFERRED SUBMITTALS %'' w U OFFICE 6/2,641 SF 1/100 26 13 13 1/25 1 1 1/40 1 1 T-6 INTERIOR FINISH PLAN O OCCUPANCY/BLDG. SEPARATION NO SEPARATED OCCUPANCIES OFFICE COPY W V - MECHANICAL (MECH. COMCHECK FORM TO BE T-7 SCHEDULES o OCCUPANCY/AREA REQUIRED TOTALS PROVIDED REQUIRED SEPARATION [TABLE 508.4] B NOT REQUIRED SUBMITTED WITH DEFERRED SUBMITTAL) T-8 INTERIOR ELEVATIONCITY OF TIGARD - ELECTRICAL REVIEWED FOR CODE COMPLIANCE WATER CLOSETS LAVATORIES WATER CLOSETS LAVATORIES EXITING REQUIRED PROPOSED Approved: �/ I xos a \id l` '!k 1 J PROVIDED EXITS 2 EXITS 2 EXITS (SEE PLAN) - PLUMBING OTC: 'JJ �J OFFICE B/2,823 SF MALE 1 MALE 1 J Permit#: TRAVEL DISTANCE [TABLE 1016.2] 300' MAX 108'-11" - FIRE SPRINKLER BY SEPARATE PERMIT /)/,j,O,2O/ i-iyxint) J FEMALE 1 FEMALE 1 COMMON PATH OF TRAVEL [1014.3] 100' MAX 45'-2" Address: 1 ,;'x917 _Sw Rn jo.l-hy PKwy - FIRE ALARM FOR SPRINKLER WATER FLOW Suite #: UNISEX *2 UNISEX *2 I By: - }-f . Date: �_ FIRE CODE ANALYSIS - SMOKE DETECTION _ 1 R En /LyL *(1) ADA RR LOCATED IN SUITE, (1) EXISTING RR LOCATED IN BUILDING COMMON AREA SPRINKLER SYSTEM FIRE SPRINKLER SYSTEM PROVIDED Q r \ FIRE ALARM FIRE ALARM SYSTEM PROVIDED °i`'r. \lIrr - o o s SMOKE DETECTION SMOKE DETECTION PROVIDED ar \y ®i(E) \\ •<�/'11,�' 1�1���� O 1�1• CD 3\l - V case -!I�` CLM OM 108 TEEN ftM. IL �''. HALL t (E) / -��. �� 7_ � 1 � is oe 11‘.4; C�— BREAK Roots cess :w ' cssa '�l/. = G;. C) 1,n`to 1 i -hili' iG:�' vi 4t / I "� - N 0953 e $ii ,Q Q / I -' I114y �o®N 0 E : /�� Nib: / \i r�� �` � ( o ��0k ` AREA OF WORK ,o�. / V MAX TRAVEL DISTANCE 108'-,r >— ^ ,_ L. /]O / .\i. 2 c9591� 04 CO 9T'R SENSOR YM ® } �I\� N 44 An R o0 00000 0 /j STORAGE'. n n3 LL 0 rr ®(EI BLDG CORRIDOR 1 \ ® III-- EI I 01(1: .. IC01 �/. • ,„, \\\\\\ L� • V_ ' L r u .__, _x . K--_ U 15294 IM., .arr. i S o am a -i '` Zj a `I .� VACANT � ) .' p_CI VACANT 1 i - N , I:,qQ\,? a R A 614, 407 � 7 I] Z w to O 0 �U 0 ( , g 4;1 " vO ,,_ pI ;,.,; it 7,.. / �` I//// _=\ DESCRIPTION DATE �� _ / Q, DI 15298 `?��1� NOT THIS PAGE 2/5/18 0 O i 9^ EYE CLINIC = . VACANT 3,293 USEABLE SF a 0 ` i x _ L,:, 24, al i I �1 /// Ir , K_____ ..c.-___F— rm-er *----11 c K______ K.....7____ \N.__ JIS' 4% .mOr _ _tri CaMa a o \ _ \''- ��\ IL.. —� 1�\ PERMIT SET i� r—� 1 i ul 1 a I \ EGRESS PLAN © SITE PLAN C DATE: 1/31/18 DWN RS w.iTY OF �'iGARD CHK: TC approved� 'P�an� CO PROJ. #: SHEET: ED SCALE: 1/32" 1 '-0" Date:CiTh_ —y SCALE: 1/8" = 1 '-0" T -0 Initials: SCALE: T_0 VARIES COVER SHEET DEMOLITION GENERAL NOTES (0 W no Za nom ('. .------ 1. ALL WALLS BEING DEMOLISHED ARE NON-LOADED BEARING. �� N N- 0 CD 111141C rS O a -• o INSIDE EXISTING OFFICE THROUGHOUT, REMOVE ALL WALL COVERING • C'7 ct ■ I I n �-- 2. MATCHRS THE�EXISTING TEUND ON XSTING TURED ED FINISH., PATCH & REPAIR WALLS TO Lp qE) <9 <2X�U cp f,, (E) -e-R t.L(E) i .... 1 <E <E) (E) (E) <E) <E) CE) I I EXISTING FLOORING IN CERTAIN AREAS TO REMAIN, SEE FINISH FLOOR CL 1E)I 0 TV CE) I I <E2)!N 3' PLAN ON SHEET VT-6 FOR DETAILS. DEMO REST AND PREP FOR NEW. Om LI 4t I ( r 4. SKIM COAT, PATCH, AND REPAIR ALL EXISTING WALLS AS NEEDED TO O i. 0 I CE) 0 (E) C L J MATCH THE EXISTING TEXTURED FINISH. U E> 0 (I(4) limn I <E3 .. � � Q v (------__ vvo r n O CE> 1.� _ LU <4 <E) (cv_E) f I DEMOLITION PLAN KEYNOTESW °- 41 I \ C 0 EXST. RR: REMOVE NURSE CALL BUTTON, COVER LOCATION WITH 2 IA W BLANK PLATE. M D102 Q Z • E)4 \ CE) 2 it 00 EXST. RR: REMOVE SPECIMEN DROP, COVER LOCATION WITH BLANK L]_I ../ CO I ,,� PLATE. 2 U t4 j 3 BLDG. CORRIDOR 1: DEMO EXISTING NON-LOAD BEARING 0 („) I I I DECORATIVE HEADER. 7k4"41I I 0 \a DEMO SILL OF RECESSED ART NICHE & INFILL LLI V CtO V <E) a 9 t 44 - - - ±—' <� o II - -t12 I- - dl� ( � I e[I 0 `a I d l�f REMOVE WALL COVERING AND CHAIR RAIL. PATCH & REPAIR I1 ►� I I I til eo +44CE> I 1=f WALLS TO MATCH EXISTING TEXTURED FINISH. �-1 _ \ Il 1 I I I I � \ \ \ 0 E) -�' �- ii ~' - U �` ii- -� DEMOLITION PLAN SYMBOLS J II - ( I r0n J I I i ` _ — L J [ten rel EXISTING WALL [ol — — WALL OR ITEM TO BE REMOVED ���y,/r► 44 1I \ Et L D104A - E) I i 0 KEYNOTE ,,, , i ,44 �� D116 ( � 0 r I <E) rei I \ ^ _ 0 EXISTING DUPLEX OUTLET TO REMAIN Et J !,. EXISTING QUAD OUTLET TO REMAIN 0 D104B C€ V7 QC \• _ z _ I \ +4 -- -1 Dl 0II EXISTING DATA OUTLET TO REMAIN Q I I (E) <E) I L_ .J Tl I ( \ [o rcn ' TV EXISTING TV JACK TO REMAIN LL _� L � \ L - � W +44 o I D114A I L_ J O I_ CE) � i � � � � 1 E ABBREVIATIONS tE>� j e�� / e (E) EXISTING RECEPTACLE TO REMAIN CE) {4X2) CE) +60 CE) +XX HEIGHT OF RECEPTACLE I n I I Q 111 +60411CE) 1 jI ''*' ..-,--___ 0 y 0 ir (2) QTY OF DATA DROPS I °6 2 , K'" --- J. El 0 I • cc- (1);/ \ z o 4'tc:::):...lin z < w ctI` 0 ncr NO WORK HESE ROOMS Q fult a U W >- D r o 1-- z ,� U) c�i� a W O0 c%'''' - - DESCRIPTION DATE NOT THIS PAGE 2/5/18 1 I n I---I PERMIT SET DATE: 1/31/'18 'DWN:RS DEMO PLAN CHK TC IE PROD.#: SHEET: T-1 SCALE: 1/4" ; 1'-0" } SCALE: _ ' T- 1 VARIES • DEMO PLAN DEMOLITION GENERAL NOTES (o w �CZ � a 1. ALL WALLS BEING DEMOLISHED ARE NON-LOADED BEARING. ' 0p O ti U EXISTING LIGHTING TO EITHER BE RELOCATED OR REMAIN AS IS, SEE tO Q 2. RCP ON SHEET 1/1-5 FOR DETAILS. (r) 3 SKIM COAT, PATCH, AND REPAIR ALL EXISTING WALLS TO MATCH THE T I- LO _ EXISTING TEXTURED FINISH. i a 4. EXISTING EXIT SIGNS TO REMAIN. a (.1 m r 11 � ' I I I I I I I U I Q III ®_ TE) Q I -1 F I\ 7 7 / DEMOLITION PLAN KEYNOTES WI- a >< > $ $ $ I I X $ XI 2 1- ti O1 NONE N W d (E; (E) (E) (E) (E) V (RLQ / (R\ 2 NONE Z2 Ne (E)I (E) (E) I I I I I I I IRw m —� � -r l I i I - O3 NONE O U T I— —1 T - v I I �-) R ®F) 0 NONE f/R, L WuO >.< / tfu — ::::r — — tea•:rte J ® (E, Ifii Ifil 1E) �E) DEMOLITION PLAN SYMBOLS 0 _InI- $ I $ I 11 $ $ $ $ II s S S L - I I ! — I i EXISTING WALL J o t r � � � = T - I ❑ 1 i i' i -fl -I- � _ � V II `�' II 1 r L 11 I L J I I I I I I I 1 I (F) \ H I /1 R)H —I1 - WALL OR ITEM TO BE REMOVED - - � - -I - - - - - - - T' (� I SRI �_IRTI I% I \ / \ / �R ) KEYNOTE fr I /I I A 1 $ I — i_-- 4- — AJ —I1 -Elf I I I I X X W �� I \ / \ / \ / I I S EXISTING SPRINKLER HEAD. RECONFIGURE AS REQUIRED PER Q G� {(R S / (RL\ S /(RL)\ CODE. CK VR)) _ �R)1 I / S X X S X I�I �I - (R) /I I - 1 ®(E) EXISTING EXIT SIGN TO REMAIN - - L - J - - � VRLY /(RL\ /(RL\ /(RL\ Ii —11 s \ / S \ / 7 I— (I\ X I S(R� I / II _ X X I_ EXISTING HARD LID CEILING TO BE DEMOLISHED COu %�(R) $ 11 c `(R4 I I I 10(14) 1 H 1--- _L L I I I U 1 1 / (RL\ / (RL\ S «:<`-: '� EXISTING HARD LID CEILING TO REMAIN, SEE FINISH H I A VRL) 1 1 j I X I I X I "s L ;"'; SCHEDULE ON T-7 FOR PAINT COLOR Q /-H I ~ I 1 L _ = 1 = = L = = 1 \ V(RL� V(RLN� EXISTING SUSPENDED CEILING GRID AND TILE TO REMAIN W p L { X (RL) • ` I In / I • . E)' I�I �I I�) 1 —� - R I I REMOVED SUSPENDED CEILING GRID AND TILE TO BE H ....„:...::...,.....:,,,,,-..-,..:HRL _ I E ' I \ / \ / I \ / \ / $ F N A N A 1 $ (E) EXISTING SWITCH TO REMAIN S : : X s X - I I - X X I 0(E) EXISTING RECESSED FLUORESCENT CAN LIGHT TO REMAINCK S. I 1 1 Ir I� �I � I � X � � X IH RL)� _ /(RL\ /(RL /(RL)\ /(RL\ X (RL) SR) TIRECESSEDFLUORESCENT CAN LIGHT TO BE - �I .'.,,-...:;r:S` ` 1/ RL' 1 C RLNI _ REMOVED 06 :' <E)` .: (E) I I I S (R (R) (R) EXISTING RECESSED DIRECTIONAL FLUORESCENT CAN LIGHT ET ;:.;.: ,._ .' -L(R) .::: ::-*/'':'•.;:. : i I S I 1II I 1 1 1 I I {/} 0(R) TO BE REMOVED L - __J I-- 2'X4' FLUORESCENT PARABOLIC LIGHT $ S S I Vn N CN r-- - E) I I-1-1 I i s: 2.X4' FLUORESCENT PARABOLIC LIGHT ON EMERGENCY rn ® iirir— 1 �i , al• BATTERY BACK-UP LL D 03 lel ........................._.. - 1PrifiRr)---------1 `o u) a (R) (R) 2'X4' FLUORESCENT PRISMATIC LIGHT Z Q I I II I Q L - Et F (R) -( 1- FLUORESCENT WALL SCONCES D 0 OLL 1'X4' FLUORESCENT PRISMATIC LIGHT N a O ILLI RECESSED 1'X4' FLUORESCENT PRISMATIC LIGHT U WI NO WORK THESE ROOMS ABBREVIATIONS 2 Lii u) c EXISTING CEILING GRID, (E) EXISTING FIXTURE TO REMAIN ov( , , � U TILE AND LIGHTING TO REMAIN AS IS IN THIS ROOM (R) REMOVE EXISTING FIXTURE DESCRIPTION DATE (RL) RELOCATE EXISTING FIXTURE, SEE RCP 1/T-5 FOR NEW LAYOUT NOT THIS PAGE 2/5/18 7 -I r 1- I II PERMIT SET 110 REFLECTED CEILING DEMO PLAN DATE: 1/31/18 DWN: RS CHK: TC PROJ.#: SHEET: SCALE: 1/4" = I-0" SCALE: T- 1 . 1 VARIES CLNG DEMO PLAN CD ILI IX Z C) a. ® 0 co rn DIMENSION PLAN . _ co oN. < - M Ct OFFICE ROOM NAME O 100 ROOM NUMBER �,� ‹ 14'-41" 8'-1 iFOF FACE OF FINISH CL lek .;,k FOFX ClotLi CO 7,7"- -- 2 r 1 GENERAL NOTES I ' o Q e 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, Q CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO = CONSTRUCTION. p- a. 2. DIMENSIONS FOR NEW WALLS ARE FROM EXISTING TO CENTERLINE OF NEW WALLS (1) 1- N CBS 1 UNLESS NOTED OTHERWISE. 2 W Nr i" OM 1060M 5-g 107 108 \ A FINISH TO MATCH EXISTING. SKIM COAT Z FT/ \ 3. ALL WALLS, EXISTING AND NEW, DRYW LL ,,,, ,,,,,4 ,A.' 'N WgWa.‘;\*,;-,:,,,z,k.i..6,•~,N*‘•* (---- EXISTING WALLS AS NEEDED TO ACHIEVE DESIRED FINISH LEVEL w m .......„....„,,L.TEEN RM. 2 � 109 4. PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND GRAB BARS. 0 U 2 4t ALIGN 5. NEW INTERIOR PARTITION WALLS TO BE CONSTRUCTED UP TO EXISTING CEILING GRID u O ., - I I _ `�► AND THEREFORE ARE NOT SOUND PROOF. .1 ;\1 I 4'-3" i i-c-----,J FOF 3'-g" CLR \''----- 6. DRYWALL SUBCONTRACTOR TO INSTALL L-METAL ® CEILING GRID WHERE NEW WALLS I I 0 I I MIN, '` 0 I I MEET THE EXISTING GRID. CUT CEILING AND DRYWALL TO ACHIEVE STRAIGHT LINE. HALL 1 „I— o ALIGN 102 ALIGN I I I ,_ " ALIGN I I I © I I 9'-3" s'-3" 3 MINCER BLDt. CORRIDOR 2 I I 0 AI 1 7 005 WALL TYPES H. ,11.1111111111111.10111, 1 ALIGN 0 ra'wAlwetgatkft."4*. - �� y''' ' � ‘‘ Ulm, ❑ 1 41411141 - EXISTING WALL ,i___ -,1I as NEW INSULATED: PARTITION WALL TO EXISTING a rat 1 ACT CEILING: 3-5/8", 20 GAUGE, METAL STUDS 0 24" O.C. WITH R11 SOUND INSULATION IN BREAK ROOM CBS 3 Allik CBS 4 WALLS AND (1) LAYER OF 5/8 SHEET ROCKNIFF 144 _ 115 111 Et EACH SIDE. �-xv A `� NEW INSULATED WALL TO NEW HARD LID CEILING. 0 1 iy 3 %", 20 GAUGE, METAL STUDS © 24" 0.C. WITH Ali ALIGN HALL 2 � �f f f���� R11 SOUND INSULATION IN WALLS AND (1) LAYERNU CBS 2 110 OF %" SHEET ROCK EACH SIDE. SUP&TL 116 103 RECEPTION 101 0 I1. DIMENSION PLAN KEYNOTES i0 ALIGN INFILL EXISTING DOOR OPENINGS, TEXTURED FINISH TO MATCH EXISTING Q F TEXTURED WALL FINISH. �--- o ` ALIGN ) 1 0 2 EXISTING SHEET ROCK HEADERS TO REMAIN. SEE FINISH PLAN 1/T-6 FOR [ j -1-- \ PAINT COLOR. W L 1--- nl� IA 0 CBSacv LL 1 - 1- - - - V J E ST�RR i 5 33 HALL 1 #102: FILL IN EXISTING ART NICHE. MATCH EXISTING WALL FINISH. N o SENSORY GYM T- /I 1' I / 003 .- 114 0 NONE W / 1 ADl}'RR> oo .�--f ti STORAGE r,_ 10< 1 0 i / 1 ALIGN 0 , 113 ALIGN2 t , � � ks sl/ / K' F� 18'-31" 4'-1 " I 14'-9" F°F1 2 rn co I-- < g 0 BLDG.CORRIDOR 1 Z Q 001 W I<.t 2 0 \ ALIGN t= 00 Q /1) gLL1 Z L.L. a o LLQ o ZW ci) g 1 EYE ' ALTH NW I.T. 0 ill I /02 VACANT 1 0 0 . NO WORK THESE ROOMS 004 DESCRIPTION DATE 131 NOT THIS PAGE 2/5/18 --------.- \\ . ) I 11 113 (----, 11..-..r.-.,4 SI- -- - - r, I PERMIT SET DATE: 1131118 DWN:RS DIMENSION PLAN DWN:R 1 PROJ.#: SHEET: T-2 SCALE: 1/4" = '1'-0" SCALE: T...2 VARIES DIM. PLAN Z o to W 'ie as co c� N. U , --z(Z/r--- ii 44IC .... tr) a \\ _ ter,/► Nil �� S �� I H `�' �[ UNDERSIDE OF STRUCTURE � ,� '�� \\ LATERAL WALL BRACING 4 FEET wham LATERAL BRACING c�' ciii. C1 4t '�� O.C., ALTERNATE DIRECTIONS. POWER DRIVEN FASTENER ABOVE C T I L I N Vic-` ' cci ,./ UNDERSIDE OF CEILING, SEE RCP FOR •� BRADY SYSTEMS a'SLIPTRACK" .\• �✓ _ U T CEILING TYPE. t' TOP TRACK,- SECURE TO ����✓ C� STRUCTURE. Q loollim 1:11 NEOPRENE FOAM TAPE CONT• '' :.-1-N._./... BETWEEN BLOCKSQ ± /�`, 1/2" ACOUSTIC SEALANT JOINT, '/`''-�" *Ai TYPICAL AT EACH SIDE. �� }� � -`• CASING BEADUmill V -�: �� CONTINUOUS METAL J-MOLD y1 e \-�' FASTEN RUNNER TO CLG SUPPORT \ EDGE, TYPICAL AT EACH SIDE. i .."\-) �"' ti r� AT 2 FEET O.C. THRU NEOPRENE 0IJ T �- N BLOCKS SOUND BATT INSULATION • �� SAFING INSULATION W 2 '� — R11 SOUND BATT INSULATION �• STOP STUDS (3/4") SHORT OF '� �� '� �(,.� Z T GYPSUM BOARD . TRACK TO ALLOW FOR '�� ` Lo T 4 GYPSUM BOARD (SEE PLAN DEFLECTION NC.) '� �,(,] m '�-•''���' SYMBOLS FOR GYP. BD• TYPE) 3r METAL STD 0 16" O.C. Q2 U `"''— METAL STUDS, SEE FLOOR PLAN t.- SOUND BATT INSULATION PARTITIONS { ` SYMBOLS FOR GAUGE, SPACING, AND �` ♦ 1- R T i T S ILI (t -i HEIGHT <t R GYPSUM BOARD V0 _-�lti, c -�",' 0,1450 POWER ACTIVATED DRIVE �1 J. .f„,,,,..------ :." METAL STUDS, 0362S125-33 SEE OP' PIN W/1 1/4 INCH EMBEDMENT i. WALL TYPES ON SHEET T-1 BRACING BRACING/ DECK.AT 4 FEET 0/C MAX INTO �� .....,„/7"..-'.-------' 0,1450 POWER ACTIVATED DRIVE CROSS C R;O S S r ACOUSTIC SEALANT AT SLAB :5�� 4• 1 fEETN 10/C MAi INCHX EMBEDMENT DECK. WALL WALL y� STC 45--49 N .'•,_ ACOUSTIC SEALANT AT SLAB ^^ Cif) (----r-._ PA�TITIO � �/1/ATL TO CHILING ACOUSTICAL Ct 4 WALL FOR RR 110 LATERAL BRACINGWil o T-3 SCALE: 1 1/2" = 1'-O" T-3 SCALE: 1 1/2" = 1 '-O" DETAI L 0 Co a W I-- ' f+S ,C;I;TEcHN c}#,°§s,• .",-..!--04,,,,...- LLater2 toms Lateral Force Bracing Pg..2w,d:n Han{ler(Suspension)Wires Boum Ssand ai as'xe� {dt.4ma3ASrY'FOR MID DOCUMENT)0010'Tal ferrntnrNOt00101, 13 ` :: ',. ., , .4:( ':' met,c ,Y>ctltYKl�icr estrsra y; g ;- �'�\ =E; •C&t9e constructed of lett,ars# o pstorn board,screw a.w ac- Hanger and Psrsneter wires must Waken*wtth I it a unktae(t a 6s1 ..:. ........ m`fam a„,.,„ taehed to suspended members that supporta ceiling on one level extend09 •counter sloping wires ampeened(figure 5b).so-r....e.0 err.ex+ecw:2:w ` "-` ` from wail to wall shah be exempt born the lateral face hrackq requirements. •Hanger wires shall be 12 gage end spaced 4 feet m center or 10 gage •CROSS TEES LATERAL FORCE BRACING PERIMETER WIRES UJ 401 Suspension Systems for Acoustical Lay-in' Ceilings m „a",v"'6 spaced 5 feet on tante. ..ks,t..s t The Cross Member mtenock w tt The bracing elf od used o preYen Range vn es Maced wthIn a qhs inchesmmmml ''''' H ^. .Lateral torte bracing a the use of verticil strutspanpeaeion posts)and .,irN'connector 40400 at the supporting construction shall be capable of car- tIre rnPo,,btierna,also known as cross railing uplift or restriciateral il„ve. of ore sunountling walla Seismic Design Categories D,E&F �'" .� ng event PLENUM .. woes- splay lava figure 2). .:,v k,..x•y.a .... - renneY.S a collas Ober, ,moot duan REVISED fDF@0 g g / _ i o e'n' ng ng •Powder-driven shot-ins (PAFs)are an approved malodor attachment ' GiFF'u9Et " The NapUaLM•e aboYoa su91 «d casing. •For mall meas exceeding 1.000 square(eat.horizontal reahanid the wa- .ince among consists •of vslical snots H'''' ' �,r..n r".va: me to the structural system(tal000)tame bracing)shall be providedsa,ce, for hanger wine.Senn'D a now.Kr.,a:.0 u':•er0 0 lad s(flaY sae& ''^� a.^^_..n w.wa-.s',ez,^.c usedA Mr'«raettag offar meat grill - : + Temliat ended each mmbn beam and aces tee must he wtih'uh8 Mr the :BEAM AlSgo owl ttnS -- begin no supported /�" •Cotard For�Bncing shill be i2 feat on cenm(maximunj and •i,aesamd,wau wthaperknetmwh(sea 8pre4S 5b}..a.«n:,^.rzr:<:a.c wirathet,arWt fist«teuE used gee irk from � �T farther Van wails.ecrr :ut'r_3,.w:xexzxe,.-a it shall not attach ib orbend snood snarl ed Y9t Detecthoh suaperres,al o000 a[qk"' � duct A 12 gage g2A `Mae-daemon;batmen r d-- "mo w �- snail _ _ - .f, - ' •Seismic splay wires are to beta,12 gage wires attached to the mai,beam. interfering peecude dm. pnrhernt A ..Oaramstspvne ":toe bylangaswkes,aisO tusNwn s #� CER BAR based o n current Bpiidalg Cede woes are arrayed 90'from each other and at an .Trapeze suspensions be a nsnnnn beck to-bedE 114 inch i ESSENTUL SEt 519 BtHtt](NGS Aber withnarnes to p enetit me sus- angle not remeec Ing 45'from „ aha main rumen.Ceryirg tea,canYi'Ig theplaneoftheconi arum,cit:cn sero., 3s An but ergs designed ie baused \.\ Y of -runnerM mans. ,parson system Nom sparehng.also Standards.M all buhdit>ggs Other than An”"a ng'' cold-rolled ctannela for spans exceeding 48 tries.,^.a+cull *LA.:ma,�.+ ttY pubiicaganeroe es a fire se Otto ' Maximum Recommended Lenge.ler •Seismic splay wires shall be attached to the grid and to the structure In such called a stabttrzm Isar. structures classified as essential Electrical fixtures 'pointe afatkan,emergency operations MDtDIN(iFCLOSURE ANC;t.E Vertical a manner that they Can support a design load of not les than 200 pounds a u-'t".... cent Stats Patrol office sheriff's' ', A' metal or P,t1an•, the actual design bad,with a safety factor of 2.whichever W greater(fgae •Light futures weighing bas than 70 pasha shah have one 72 gage hanger \/II anglesPiAY WIRES taultt8s,SCI cetRo metalled -„_ Ali"" ','"�Fg c „.^» .<'" was connected from the fixture o the structure above.This wire may be slack. `•i\i��, office,or emarganCY Common .:mad fastened to the Penmeter wail or "' 'tor•. ;:/'" & .._ \IJ __.__. ...w. Wires installed at an antlle rather tint, in accordance with the ► a••- ` i4'EMT conduit upo 5'10" ••Powder-driven shot-in-anchors.Sewn),when used for seismic applicatbn .tt:C.Wren,nine ti's } dispatch denser. PaMtion io p nyp2 ufm to Ne grad. PRSosfpttfM :�h,/'T titi_ • shall :suppor€the perimet«ends d an an. :. r ""'�,� ---4-d--i...-.' s Part of the preemdPave path n Seismic Design Categories D:E and F.,hal •lght fixtures weighing mire than 10 pounds and less than 661bs, have " p d the 409 document am -.. ' a -'+" 4('EMT conduit have wi ICC-ES approval for seismic WAIT-at/OM and shell.memo("sPec0 two 12 gage wires attached at opposing corners d tae light Wm..* me ;e •• couaticd cedhrhg god VERTICAL STRUTS !"�. 'o -:I./ up to 7'B' Thaman eqbeams arxtCmsatgfthe _!. inspection"kraspaeWadlto type oEocCWmhcY matagaYthe etruaueia in. .structures above.These woes may be slack., asc,a*,c ays.s- 1-,,,,,,," rleetnedte cO.s,pgy with St.wlemtT 10 t'EMf eorWWt 00 to WS' PM anchors for kicker sift(splayed installed for purposes other its +l.ipt01 Fuduns weighing nae therh 56 be.shat be supported directly from the ;system, PERIMETER CLIPS •,lateral for bracing of the auap nslon .. ._:2-`.4.4:-.... � .."_�� seisrtnc resresa}aroexerm>pt from ibis mxpNternera.sr.:rcr 8lWart?nYx..ah�+mq strucase above.These wires must be out.:z„.m a-..Es,ao:,•avcYmn;a 're '1tAHGER..'. •:r'''.°eamy agtebramkat et'atwda system.Also known as compressionran IWpdieg Code hsloepmataUffbi.,, �•�• �� METAL(011 - R": "' pendant canted fixtures bed supper from the aft***above way fothe waf matdingiclwlura mgb /: owra+a.�• shallhrectr edlwa•,arsa.•.au.e••.•r x. " 70«72 page soft enneatmd reused ydf,ph lbws for la movement In the ,amsnac Pods,seismic struts. � • a wren are t0 W witlnm 2.mches of the connection d the vertical stet to using a 9 wire or an Posta �,.// Single PA"metal snap(20 gauge) up o 12'0' •SM Y gaga an supp literate support whtxxa twang the ceihrg - Caruaah materials ora aleqtriwl con• iii V ibis document provides the 180-2000 T,._., w euaperdad tail' SJ.:Yeserk z«»s:i•a Wapension a tem t«direct support.a.. OW.,t a-+.:now:), " s : ., as primary wPRonhk tap. sYatam.,:8vertt od seismic actfvdY mjtl irtsrbCNs may he..e... to .putt(EMT).matetat`''dr proprietary C�i Ale coed suspensai tykes 'products. Backto•bedE 14i'metal stud upo 1S'0' - •Rigid bracing may ba mod M Set,a splay pries 4rs.k+:ter sr•oo,a xzz c •Tandem futures may Wllzacarrnorh wires. sc ""'"'s 1 pxsserly prim a god system. iafarerxed stsndar}s for the : - ~ "�.-_ (20 gaugN - c,,;a w,,•,,,, -,,,-*,,,,,,-..,......t. ' \"� ♦Cellige with plenums Was than 12 Inches to slnKhare aro not •v< required to Mechanical Services �" .inataltati0n or suspension systems Single 2'k'meta stud(20 gauge) up o 13'8' have lateral force bracing.. Pete 1 cl,:.::,•;xra.:man ends ••" positively attached o the suspension and the minis lees weighing ZO lbs.but not more tnh56 ire.one o haw two ..........___._..___ .tor acoustical lay MI ceilings., - Genera(Recommendations Ba5gaugeack 2 Ye metal stud up to 1S'0' atrclu00 above�x,a•.u.ua',s amm 12 thwires a connectingethern the ceding system hangers or the structure systems . ami (25 gauge) �. alto.. wine mai slack Scow c-.,.n.Wiser�asss v...�weer..o, +i American per hienachs:aln)AS(ASTM 881 Buioing Code), strut may be - CO &Or CI „. "tlhdOr{TOiaftixt of tttatioctazlent w t hnertcanSamleyot Matndds(AS"Tkl C 635,ASTM C 936,ASTM •TFee Sinn Post teas figure s1 EMT carhduR,meld stud.or a propnetmy cornPres •Terminals or service,weighirm more than 58 lbs.must be i depsoentlY . , Testing s: crr i Win., 0 E 580tE 580M},Arthmican Society of Owl Engineers(ASCE 7-05)and Cee- supported dkacti`horn to structure above.Theca wince moat be taut.i.-w,:. Pmvideana-urHbd:stafgdard •��� �� ,e ...- wa"y"''''''s„ - „a.�; '- amens se m _,,,. .� Inge and btmlpr Systems Construction Association(CIB�Al. ut:5s:teM, �.I:Y,1:rzrxma�44 a. "'” 2 for m,tagafion 5100 1, TitleYJa#i Moldings ver as w+a ul - '\\ �..: �; .J„ - gvewaaalvsr•wo rr•rwh•.hs ' >' •.PartdioM that me lied to the " •Wall moldings(perimeter closure angles)are required to have a horizontal Seismic Separation Joints a xxe Il f032•A NE eflin>p. x�ytihe hIVaC$Imasttomra yiag 'uaCalsaudtlan YEspeafor, ceiling and allPadigeater than6feet lel Z 4C .height shell be laterally braced o the gavotte.Bracing shat be Inde ter figure m lenge 2 inches Ando.One end a to ceiling grid shall be attached o the wag •For colli document is cosigned td abbOmlPlish-. , dam d the ceiling splaybracing system.ho :ns.,. '::::,,;•s,e E Attached Well Molding Requirements yoking.the other end shall have a if inch.cWarenCe from the wall and freed ng areas exceeding 2,500 square feet,a seismic separation joint or fol .v w+r,..." —.R' Seats,WA9atie ti(+dUaty tor9wrf0rY agit. fits maCogl cad l''''' �_ Wide.:�.w,x s:r'.eat'non.'....,c.z •sleight was partition diet wash'me coaling shall be provided unless wishes ,. i _ N pindee>(20 1824.4243: 'aC a toch ical autseny,eduoatkna(body and Ste irtetmt Ott*International •F«turner information on prating of non4oad bearing partitions refer toaro performed of the ceilings bracing system doom*NW and Penebatlora W 0 NWCB tac,niegl document 4200•5O7. ..:...� •where substantiating documentation has bean provided to the bed s�dl0- to provide wifident CWarerwa.,;n.....<:,_.:ca.:...;;o, .„,;,:,:t..„.2,„,:,,,,,,..,2,, 'v'. .... t wu*ini:?irratxa..rou+,a Pea 20M 524^s1 �`¢pukes tsorl for the w911 midst/04v CBiling KitlustrY t Htrid 19 Code OBC)wits p6gard •ill main beams we to be Heavy Osdy(HDI.+,axe k5,-..i'>:..es e.cean Eas=.zz a '""` `. then perimeter dips may be u504 o Satety the requirements Per the 2-etch to leYout and location 4 he seismic separation joint shall be pen the design- __ Tab Rea 41 02'4213 P00 5109 services to archascow evdOe con' closure angle.sty .'anter BOO',I' cav a, era record and noted Ort the(Nana t a seismic separation inn is required by .„2„,,,,,..., ..c ...... _.. M105trwttu,ag x,atumtoruxrm(rtliiy 00aii tNatarai relatltulto ?bthe recyuhamadtaforsaisfptlp : •All cross tees shdtbecapebledcsryingthe desgnleadwthaftexc.ed• p �. •The gid shag be snitched at ten adjacent walls(poedvels or approved mad, the designer,the designer may teethe genetic pint detailed let this shag beedocument - :`:�" ' D 0 �,a taesign category 4,E..... rid Ftor kg rhMetlonaqud fo 113864 aE span.;t,r.._mss,...„«.x�a l*. \.. odLSoffts extending to a pont at least kwNwim the bOtom Mans Otte grid uapmpnmay joint The mnamtdhae movement t9aPdesign)ahaa ha, wAw,nwca.ag ''''..**•°.4.0....t ande�'mg'5tdtrdtiytz; Fi ----= •These recom recommendations am intended and independently sgtpated and laterally braced to are structure above are tn,-srt ml d if inch. •:S+m•a::.ya.e.z:.giarnu rxrcxn 'r Ohs lOdtnhy� lfi)lt and owirtan0' , ste(Ih090 telal04 delcO - ter suspended Galanga including grid. - .• .'��' `**, deemed to be equivalent to walls.3....ort-no.aoidna'✓>;•*Mown • Draws supported by engineering., panel or tie,light fixtures and as Bars ahs.ani •ah lieu aseaxrxc separation inras.teEe„g may be drvxfed Into mesa kms f'v"'`a ad"oeunghlt°to 1-00v�h4ba to and ' Nwc",,K on between,weighing no more the 4 lbs tl*`ro., Spreader thar+2500 aquas tem Mtha used PmlNiaraor aotts as olrxvn partUpeshel PMrM:(50312950333 extarld araermxsn O6'vxaesebow ahak one.So Meng ate gap and slay '`- .,the suspension system shall be per square toot Sr...of as,)v BeBOW *Spreader(apace)bars aha,be used to prevent the ends a the main beams .. g� .»,..._ - Nowa db (X irtlePs,dany'Mmefd to ala stud[ae aCae.Soflts shell N[tanxd o a Pala at :.‘:,`,I,,' " :18:::, (51701286-27$3 - ttadrlfanL�lJ£Hft'$'taiaattal�tstt{®f4i12 +s Ea.n UnatacMd eau MaWig RegWmnsnls and croea tees at perimeterwailsfrom spreading open duringa seismic event. .Intal'eyeteeth the bottom planethe the gid map shoo he.odeperdsnfy supported an s RedOatuxs,Progr001)4n epttt. d FEMA n ft alstalird per these Ifequte"dn6ris,- Ismntr •All eke ties me o bi three M fumy Perimeter wires.shalt net be is hell of spreader ban.^,a.mr o:wrt01'm.w r:,.m: and laterally braced to strut se above.spree u• m:xw.,: :::: 04 merge ncy + ntmt> y) 'a, ^'k, t9 �., ef x4 Ecase:G+w. tNdialKtCegktg Aseacidon1:,::Sdet' E Man Mardufad[uters''commendations ......__. around itself within three inches.Twang •� 's •OW.Wan partitions and soffits,E VOS joints may not be used BS Par a a s:(504)5T5.OS11. W2 to serve ass set of moan) sgage Hanger xe spaced4 toot on cal• : 44, ”' •Spreader bars are not laquiretl 91 perimeters where nunnma are attactled fire rated celi g assemby unless substantiating documentation is provided. ( 567,7206.d' to moueisnwtlraendeHfar en should befollowed where applicable. ter(figure l).ssor Aar,'caw rcrn 2 t.« r8 ear...stne.�7 Fr nus+ c,a..a,<:., YspecdW tra truceoe ?� •Wke tying i an acc.Mahro anernetveto spreader bare _ project �.?� Chargee n ceiling Manes wiu require :40' � `""."" , Sprinklers _ - Alttartif"Walk sad Cml'vs5 Aseqcon.n.n positive •Spraaderban are not required taaddegae inaneCthh9 cross amann P .�.. "- - ,-...„:_,.«:. .Far .. witha6.. tvXf►Rraofdxfte88'SihtySiWdware :Lw-•'n!..:s->z_..,aB"r �,-. r. •= wadsn6iulras athe.Padneter sour. *gid aaCng.speeder peneintonts NW Phene.(4113)'25"14 .v .: ,,/ ` '•^.° •Where substantiating documentation has been,provdtlMothe loch luriadmtm, o+ers¢e ring,steamer adapter through the oaeing taetoalowhee naverthmrtdat )•- www Pmt:(403)2St-g515 reIlly a:9>ar>tuisa 'moi x •' beet i inch i,all thor¢orttd dkacliae.Fle>dMe head that pall accommodate �t,11 w Perimeterems may be used to-satisfythe-requrements to spreader bare design .M.,."' a""�". - '2 z• +`'•.. l inch tree mO•enhera sial ba as an atmnahe.sio,,..u,a,e Y-ai if"a,. Woe.3,as:mr•Sah IYN.glne.=ate none. permitted Nra4TntwE.T wkli.3CEIi.ING alinf.01, 01,00111511'IaY8TE%i5 FOR 4COil5TiGu.tai-N 0,1,5r55 \\\AS$A ' +�\' "'t'\\\\fi IN TON•ALB R `I S.JTIS \\i\IA KATCHEWAN\\\: r annai.ST watt 4OE:lUNG"e::xt.•tutatu616eitonne)ra.owratE.a,:AYefxamen - N:aTNwEEY w'al:a GEitlaa e4aEA:l...aWma"lah0N eY5TEMa EaP.kGnThaThmat to+.iN maft:lrva \ ' " \.:. "\ Tre f:t TCO W tO SUSPENSION SYSTEM FOR ACOUSTICAL LAY IN CEILING U ' DESCRIPTION' DATE T-3 DETAIL NOT THIS PAGE 2/5/18 PERMIT SET DATE:1/31/18 'DWN: RS CHIC:TC , PROJ.#: SHEET: SCALE: T.3 . . , VARIES DETAILS (o W FLOOR PLAN SYMBOLS w Z g OFFICE ROOM NAME ` d" am=100 ROOM NUMBER N. U fl KEYNOTE to a <IC XXX DOOR TAG- SEE DOOR SCHEDULE ON 1-7 FOR DETAILS I IL gbhELEVATION SYMBOLNV . OM I U O DUPLEX RECEPTACLE (_) ICO n {.• Q ■ ■■ �■��® W I� � b EXISTING DATA/PHONE OUTLET '�• III 111 A A ♦ 111 IU E A 1 A 111 A(E) - +44 E) tE <2 E)CE) (E) <E)2) (E) (E)2) CE) <4) laUl E) C2) NEW MUD RING & STRING ~ CL TV CE) '"(E) <E) Ail•.. 2 Vy I- N ::: CBS 1 CIO PLUMBING FIXTURE TAG W .�- CLM w(E) OM (E) 108 .. Z la E> 106 107 ' 2) (E)= <E) LM m di 4) .. (E) TEEN RM. ABBREVIATIONS 2V . 8 (E) 109 ... ,, (E) (E) LL ,0 <4X2) n <2) co vs -: = +66 HEIGHT OF RECEPTACLE 11 V O o ♦ . 111 Q 111 _ o a 111 +44 104 (E) 005A (E) EXISTING RECEPTACLE E) HALL 1 1 I I I I I (N) NEW RECEPTACLE 0 404117.9102 11 II II J LCORRIDOR 2 - 44 T$ (N) 005 E) ��� .I�■. 11► FLOOR PLAN KEYNOTES ■;"E4 0 111 . t. \ Ili III -� t2) o •.• I +44 ADA RR 105 & EXST. RR 003: PROVIDE AN APPROVED ADA RR SIGN LOCATED ONEt CE) % CE) \__/ THE LATCH SIDE OF DOOR 105 WHICH SHALL BE CENTERED 60" AVE W E) I 0 EXST. RR 003: PROVIDE NEW 18" VERTICAL GRAB BAR PER ADA. 0 BREAK ROOM CBS 3 CBS 4 104 CN) 115 CN) 111 Ct # :. k 4 %."1 0 NONE O _ N) (N)- N) + 4 tN)� ALL 2 17 E) CBS 110 GENERAL NOTES SUP&TL 116 X444) 103 RECEPTION 111 tN) 1. ALL ELECTRICALJLOW VOLTAGE COVER PLATES COLOR TO MATCH EXISTING. 0 (E) 101 111 I— CE) � .. o� �� k 112 t6_� III 114 CN) GNI) 5 515111151111511111511101111F AIM va 1MI (E)= billi , CE) PLUMBING FIXTURE LEGEND W 1 1 v CBS 5 kiegbft I - ,y - - V E ST\RRSENSORY GYM 112 S-1 (RESTROOM) SINK:KOHLER K-2035-1 PINOIR WALL-MOUNT ADA \ /1 f` +44 / 003 �. = BATHROOM SINK, WHITE FINISH 06 A14_19181/ r ADA'RR> <E)'' / ,�, _ 114 c'a FAUCET: KOHLER K-45800-4 ALTEO SINGLE-HANDLE I STORAGE ' BATHROOM SINK FAUCET, BN:VIBRANT BRUSHED 105iii \\ / 1 113 NICKEL FINISH WITHOUT ESCUTCHEON2 \ I �J l N' 1 ■ I1. � I 0 111<E) IIICE) +60Ill<E) 111 S-2 (BREAK ROOM) SINK: ELKAY LR1919PD LUSTERTONE STAINLESS STEELilia 04 II �� ~"'~-- s. -, ��� SINGLE BOWL TOP MOUNT SINK, 19.5"LX19"WX7.5"D 1k. H ti OO1B FAUCET: DELTA 400-DST KITCHEN FAUCET WITH 0 D °� uSPRAYER, SINGLE HANDLE DECK MOUNT - p 0 U) < 0 BLDG. CORRIDOR 1 WH-1 NEW WATER HEATER - BIDDER DESIGNED. ELECTRICIAN Z Q 001 TO PROVIDE CIRCUIT AND SWITCH FOR ELECTRIC WATER HEATER. L.L. v0 a . ■ iii *PLUMBER TO PROVIDE PLUMBING SUBMITTALS FOR APPROVAL PRIOR TO 0 LL ORDERING © Q Z � a. 1�- Q I O CO 4 ZW Z 11 1..1..1 EY' EALTH N1N I.T. Vrr OU r ) 4 002 VACANT 1 v 004 NO WOR . HESE ROOMS ' DESCRIPTION DATE NOT TI-RS PAGE 2/5/18 1111111 Fl III 004 i--.I 1?(� PERMIT SET I t Jk-7•"--, 111 11111 PROPOSED PLAN DATE: 1131/18 DWN: RS CHK:TC PROD.#: SHEET: T—4 SCALE: 1/4" = 1'-0" M'D SCALE: T -4 A.= 1'�" PROP. PLAN etZ o W co op co mow RCP GENERAL NOTES N O Q 9 0 Nunn 0 1. MECHANICAL SYSTEM TO BE BIDDER DESIGNED. LOCATIONS OF HVAC GRILLES NOT TO c7 Ie INTERFERE WITH LIGHT FIXTURES, SPEAKERS OR CEILING MOUNTED EQUIPMENT. p CONTRACTOR TO PROVIDE HVAC BALANCING POST OCCUPANCY. I ' 2. CONTRACTOR TO ENSURE SEISMIC BRACING IS CODE COMPLIANT & ADJUST AS a NECESSARY WHERE EXISTING CEILING GRID IS TO REMAIN. a V CI m 3. LIGHT FIXTURES TO BE CENTERED INSIDE CEILING TILE UNLESS NOTED OTHERWISE. O V — ■ • 4. REFER TO ROOM FINISH SCHEDULE ON SHEET T 4 FOR CEILING PAINT COLOR. EMS — ® T ( 5. PROVIDE SOUND BATT INSULATION ABOVE CEILING TO 4'-0" ON EITHER SIDE OF Q EACH WALL. _ 1 s _ _ s 1 nno ass a■■ CBS 1 I ■■ N N N pq cii_om6 1100.4 S oM �■■ • 108j S 111!-Al S S `■■ RCP KEYNOTES �i iii1i /� 2 z :is l �E j M■QA TI EN RMAVCORRIDOR LDG 4D EXISTING CEILING GRID TO REMAINALL 1 AND BLDG2LLIV 1 / © 109 I , Q(N) / ( O O NONE W u IX I I I __I O3 NONE ® 4O NONE �1P-7s1 \ I ... ■■■_ HALL ■. j(E (QLDPIP IlE) ■■■■■T...... ...... j ,: j -.. v !■■� i!■�� E) �(N) ® ■■■■■■ C4E) 1 ® REFLECTED CEILING PLAN SYMBOLS J BLDG. CORRIDOR 2 S � miiiniAllim --- - S - N) S S - S 005 S i S SYMBOL SPECIFICATION I �' �(N) ( ) (E: $ SWITCH R ) R ) Ct ) \ ill 4 MI :MIN /r \ $OS SWITCH W/OCCUPANCY SENSORLLI r - - y a ■■ S ■■■ CBS 3 C 3 4 EXHAUST FAN (BIDDER DESIGNED - FAN SPECIFICATION TO BE QUIET ��// 104V ■■ ■■■ I 115 I111I WHEN RUNNING) L.I. (RL) (RL) s .:it * :"; EXISTING HARD LID CEILING, SEE FINISH SCHEDULE ON T-7 FOR PAINT )( - S C.'4,4--,:x r; COLOR O / ) (RL) (RL) (RL) (RL) (RL) �/� S S CBS 2 HA1L 2 S /l/ NEWTG CBD. CEILING W/METAL STUD FRAMING. MATCH FINISH OF V J � G SUP : TL S 116 Q • i 103 ■ RECEPTION (RL) (RL) SUSPENDED CEILING GRID AND TILE: MATCH EXISTING GRID & SECOND LOOK TILE. S 0�■■■ '-01 0 ), lA GEORGE KOVACS LIGHTING P5042-077 20" WIDE. SEE ELEVATION 3/T-5 >... ::. . ... . ..._..c J FOR MOUNTING HEIGHT R-) ' 2'X4' FLUORESCENT PRISMATIC LIGHT ON EMERGENCY BATTERY BACK-UP. B BIDDER DESIGNED. 4. Iii / 1 ` I 0 RECESSED FLUORESCENT CAN LIGHT LLI It• `' EXsL RR (f l) •/: :.. SENSOP,Y GYM 112 003 L •„, /g _ 114 5 (RL) (RL) 2'X4' FLUORESCENT PARABOLIC LIGHT AU1a 5 �;.. I RL (RL) RL CBS 5 it 06 : .;. .?; ,::1 .. . J/ ® 1 113 S S S / V(N) �Qam 2'X4' FLUORESCENT PARABOLIC LIGHT ON EMERGENCY BATTERY BACK-UP 2 . S (E)- . (E) S I 7 e 7— I 2'X4' FLUORESCENT PRISMATIC LIGHT (((���y T I.L S I S _ - I ` - S\ I' ■■■■■i / n 1'X4' FLUORESCENT PRISMATIC LIGHT 0 (E) BLDG. CORRIDOR 1 O ■■■■■■ (E) z Q CLCI - ® � i RU 001 jor � MINNIMMM ■■�■� ' ® S EXISTING SPRINKLER HEAD. RECONFIGURE AS REQUIRED PER CODE. W L.L 0 1 H (N) - - - - // I U O } I I I I 0(E) EXISTING ILLUMINATED EXIT SIGNAGE 0 cl 00 a ®(N) NEW ILLUMINATED EXIT SIGNAGE: RED COLOR. N.T.E. 5 WATTS PER SIDE. } I- W Q D' ABBREVIATIONS H O w (E) EXISTING FIXTURE TO REMAIN Z W v) o EY- EALTH NW I.T. 19, 002 VACANT 1 (RL) RELOCATED EXISTING FIXTURE 8 0 / 004 NO WORK THESE ROOMS DESCRIPTION DATE NOT THIS PAGE 2/5/18 CN)_ I- k _ I 1 I I PERMIT SET / 1 REFLECTED CEILING PLAN DATE: 1/31/18 DWN:RS CHK: TC PROJ.#: SHEET: --_5• 2SCALE: 1/4" = 1 '-0" 0 SCALE: T-5 74... 1.-0- RCP FINISH PLAN SYMBOLS o ct a XX ACCESSORY TAG (SEE SHEET T-7) 01 0 i i il I I ill I Mil I I, a , mil= 0 FLOOR PATTERN DIRECTION M LO0 Qit LL FINISH PLAN GENERAL NOTES 0_ u m _ U 1. ALL INTERIOR WALLS TO RECEIVE P-1 PAINT UNLESS NOTED OTHERWISE. n d V LL :4 2. PREP ALL FLOOR SURFACES TO RECEIVE NEW FLOORING AS SCHEDULED. Flow Ce Q E-- 1ti 3. ALL EXPOSED GYP. BD. SURFACES TO RECO VE PAINT. PREP ALL SURFACES AS W O 10$ REQUIRED FOR NEW PAINT. PROVIDE (1) COAT OF PRIMER AND (2) FINISH COATS. 0 Rol iims milliillin millimillimillar1111111111 j mmill.1111111 11111 106MEIMIIIIIIIII 10$ III Z �? TEN RM 4. CHANGES IN FLOORING MATERIALS, COLORS OR PATTERNS, THAT OCCUR AT THE W m IIIIIIIIIIIIIIFRAMED DOOR OPENING SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE 2 - U IIIIMIII171.1 iiMiliiiiiiiiii } , 1 109 ;'‘‘‘::','''''‘; CLOSED POSITION, UNLESS NOTED OTHERWISE. SEAMS OF TILES TO CONTINUE 0 C FROM ONE ROOM TO ANOTHER, UNLESS NOTED OTHERWISE. Millill‘4\ O ' 0' i - =- 5. FLOORING CONTRACTOR TO ORDER 10% ADDITIONAL CARPET TILE FOR TENANT'S _ i I 7 BACK STOCK. LV IIIHAL 1 111111111111 ADERIII t OF HALL 6. ALL FINISHES SPECIFIED TO BE IN ACCORDANCE WITH OSSC TABLE 803.9. M I 90• fit abaft III �' -... .......9 HEADERS BLD . COR'IflOR 2 ill, 1 .i,' 7. RUBBER TRANSITION STRIPS BETWEEN CARPET AND LVT TO MATCH B--1. PROVIDE ,!"i ! ORDERING. I L r--- 1 ,*4.. ::‘4:,,, 4,4,,4A ' Av. 4.‘1\kA41111111111111111 i ka•,`.',:s, .svAZ '''.‘ ' ;i\:'''R,$' , ,k,,, •,' ,‘. ,A.,' ,:.:\ \, • 1:,,,:" '1' 'V - I ❑ \ 9. ALL RESTROOM WALLS AND CEILING PAINT FINISH TO BE EPDXY, li ii miliiiIIV ■®■ NON-ABSORBANT. �'�,/ I F- Et 1111 10. ALL EXISTING DOORS & FRAMES TO BE PAINTED. SEE DOOR SCHEDULE ON T-7 II ,, BEI MIMI" III MI 2, I BREAK ROO _ CBS-3 ....BS...� :,,,, \;immomm. j :1‘' 1: _.NALL2 III CBS 2 3 . mom. SUP& 11111111111111 (9 IIIIIIIII 910 116 a 103, R CEPT1 1 109 I ,N EMI 1 a 1 1111t W ► ! i , . IIt MN . .. ,,,,,,,, .,,,,. s„... ,.. ,,,,,,„,,,,..,). k‘k •\ ` N:, A-' \:*‘. ''. \A'\, ,... , , 1� 0 :icIII J -.1 i 1 1 _.. * ICBS 5 I1 I EMI Ifr/EST�RR4: 1111 r , 1 fr-' - -, ill ! 1, III _ r 003 r--, 11 111111 I, [�\ IMI MN '2 .IADAIR'�' � . _ w STORAGE 10 It /� Mal i Mil II 113 I , 1 1 0 1 ill ,, , MI a; 1 , 1 1 I II ■ �� ■ - J_ �� \ u) .4. CPT I e 1"*"" g �DF HALL til 0cc (CP CPT) V' O * BLDG. CORRIDOR 1 i- - < . OF HALL 001 z Q CP CPT , I U o 4 I. cc Z Et a O W Q DI-- o EY' EALTH NW LT. 002 t tt...., VACANT 1 U 004 NO WOR HESE ROOMS DESCRIPTION DATE IIINOT THIS PAGE 2/5/18 II n a r, , L.--► 1 .-. J I PERMIT SET DATE: 9/31/18 DWN: RS INTERIOR FINISH PLAN CHK:TC PROJ.#: SHEET: T-6 SCALE: 1/4" = 1'-0" ED SCALE: T -6 A"_ "_0„ I. FINISH PLAN DOOR SCHEDULE ROOM FINISH SCHEDULE FINISH LEGEND cow DOOR FRAME NO. NAME WALLS FLOOR BASE CLG CLG ACT MFR: ARMSTRONG Ce Z C) CL MATI. PAINT NOTES (0 co S W STYLE MATCH EXISTING SECOND LOOK CNti. N E SIZE a_ aim CO. i 0) , o B-1 MFIR:JOHNSONITE r•-• 0 cc 001 BLDG CORRIDOR 1 P-1 P-1 P-1 P-1 CPT B-1 EXST. ACT N/A 19 0 STYLE: 4" COVED WALL BASE ' lii 0 COLOR:63 BURNT UMBER ""all Cr) Q F 002 EYE HEALTH N.W. I.T. EXST. EXST. EXST. EXST. EXST. EXST. EXST. TRANSITION STRIPS TO MATCH BASE COLOR 0 7,.... a <c a Ul '`.1....._ = E = ix -L 5 LIJ 1:1--1 w W cn o 1 d 003 EXST RR CPT MFR:SHAW I Pew CL 0 LT., a 2 a 2 .c:t Letj " IL' A COLLECTION DISTRICT EXISTING KEYPAD 004 VACANT 1 STYLE: PURPOSE 24"X24" 001A 46 36 (E) A EXISTING P-4 EXST. P-4 EXST. NONE V V V V V V V tam U to ARDWARE OK . COLOR:NOCTURNE 08557 2 0 001B 36 36 (E) A TIMELY (N 2 FROM D114A 005 BLDG CORRIDOR 2 P-1 P-1 P-1 P-1 CPT B-i EXST. ACT INSTALLATION METHOD MONOLITHIC lem. D 0 0 SEE FINISH PLAN 1/T-6 FOR LAYOUT 0 „. 003 36 % (E) A V V TIMELY (N) 3 101 RECEPTION P-1 P-3 ACT - :PATCRAFT Emma 004 36 36 (E) A EXISTING FROM D004 102 HALL 1 P-2 P-2 LVT MFRSTYLE:NORTH RIDGE 6"X36" PLANK D004 36 36 (RL) A EXISTING RELOCATE TO 004 103 SUP& TL P-1 P-1 V COLOR:CABIN TIMBER 02540 INSTALLATION METHOD:SEE FINISH PLAN 1/T-6 FOR Liu 1-- CI. , ':)/kINT INTERIOR SIDE 104 BREAK ROOM LVT V 005A % 36 (E) A EXST. P-4 EXST. P-4 EXST. OF DOOR ONLY 2 0 0058 % 36 (E) A EXST. EXST. EXST. I4 105 ADA RR LVT GYP. BD. P-1 EPDXY PAINT FINISH ON WALLS & CEILING PAINT INTERIOR SIDE P-1 (GENERAL- MFIR:SHERWIN WILLIAMS W OF DOOR ONLY 106 CLM CPT EXST. ACT N/A WALLS + CEILING) COLOR:LIGHT FRENCH GRAY (SW0055) WI TH EXISTING FINISH: SATIN z 101A 36 36 (E) B EXISTING TIMELY (N) 2 CLOSER. SEE NOTE A 107 OM W CO PELOW FROM D101, WITH 108 CBS 1 V P-2 (ACCENT) MFR: SHERWIN WILLIAMS 2 0 . (.,i D101 36 36 (RL) A _.... 1018 36 7,6 (E) A (N) 1 COLOR: LEISURE BLUE (SW6515) EXISTING CLOSER 109 TEEN ROOM V V ACT FINISH: SATIN ce V - RELOCATE TO 1018 ' . Ull u 110 HALL 2 P-2 P-2 P-3 (ACCENT) MFR: BEHR NEW DOOR- USE - GISR.ACa EP AWIONOTD COLOR: SHASTA LAKE (M490-7) 102 46 36 (N) A (N) 2 EXISTING CLOSER, 111 CBS 4 P-1 P-1 PROVIDE PANIC BAR , FINISH: SATIN D102 % r 36 (RL) A EXISTING - RELOCATE TO 106 112 CBS 5 113 STORAGE P-4 (DOORS & DOOR MFR: MILLER PAINT 0 FRAMES) COLOR: SUBTLE SHADOW (0534) 1.J 103 36 7,6 (E) A (N) 2 FROM D104A . ' 114 SENSORY GYM FINISH: SEMI-GLOSS ,104 36 710 (E) A (N) 1 FROM D116 . .1 115 CBS 3 PL-1 MFR:WILSONART .. D104A 36 36 (RL) A - RELOCATE TO 103 COLOR:4939K-18 VAPOR STRANDZ 116 CBS 2 V V V V V V V - V FINISH:18- LINEARITY (f) D104B 46 % (RL) A - RELOCATE TO 105 Et PL-2 MFR:NEVAMAR FROM D104B, WITH 105 310 % (E) A (N) 3 COLOR:RK7002T EXISTING CLOSER 106 % % (E) A (N) 2 FROM D102 FINISH:ARP (ARMORED PROTECTION) (T) 0 . 107 36 36 (E) A (N) 2 EXISTING DOOR TO I2 'REMAIN 108 36 % (E) A (N) 1 EXISTING DOOR TO 0 REMAIN 109 36 36 (E) A ' (N) 1 EXISTING DOOR TO REMAIN CO 111 36 36 (E) A ' (N) 2 FROM D112B , . 0 ' D111A 36 36 (RL) A ' - RELOCATE TO 112 _ . D111B 36 % (RL) A - RELOCATE TO 115 0 112 % % (E) A i (N) 1 FROM D111A w 1" D112A % 36 (RL) A - RELOCATE TO 113 . _ D1128 96 % (RL) A - . RELOCATE TO 111 .1 113 36 ' 36 (E) A (N) 1 FROM D112A W 114 46 % (E) A (N) 1 FROM D114B Et D114A 36 36 (RL) A; RELOCATE TO 0018 06 D1148 36 % (RL) A - RELOCATE TO 114 115 36 % (E) A (N) 1 FROM D111B 1 or) D115 46r % (RL) A , - RELOCATE TO 116 .. (.,1 116 36 36 (E) A (N) 1 FROM D115 ii i' 0) D116 46 % (RL) A V V V V - V RELOCATE TO 104 0 •* '% ce U. ...) o *NOTE A: EXIT SHALL BE OPERABLE AT ALL TIMES, PROVIDE SIGNAGE ON ix LOCKABLE DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" Z HARDWARE GROUPS 1 1EPERED . 0 a Ce < 0_ GROUP 1 - INTERIOR LATCHSET Z Et 1 1/2 PAIR BUTTS - 4 1/2" LEVER SET - "PASSAGE" TYPE < FLOOR STOP 0 GROUP 2 - LOCKING Z 1 1/2 PAIR BUTTS - 4 1/2" I-. LEVER LOCKSET - "ENTRANCE" TYPE a\SOLID FLUSHpr;-\t VISION GLASS 1 i 1 cn 19 FLOOR STOP "-'DOOR '-"DOOR 6 (11 1Ti 0 Nor, 0 GROUP 3 - INTERIOR PRIVACY 1 1/2 PAIR BUTTS - 4 1/2" LEVER SET - "PRIVACY" TYPE DESCRIPTION DATE W/ OCCUPANCY INDICATOR FLOOR STOP REVISION 1 2/5/18 NOTE: DOOR HARDWARE FINISH TO BE CHROME - ' PERMIT SET DATE: 1/31/18 DWN: RS CHK: TC • PROJ.#: SHEET: SCALE: T-7 74"= 1'4SCHEDULES , , z8 fi5 CD Liil al) 4St MUM el4t Cs41 a) to cl ct I1..„. LO `•±4. 22 MR. S-Cr • IILO WE FUPPER CABINETS AND CL /\ \ an U It AD.) ii in • ADJ - _ ...-... _ ..,---__ -,---... ..—__— — tN1 Cs' 16'D MICRO. SHELF _/..\, ____/ _ imai D 0 -6 V F Y t'.4 le/ I • . • . 0, • -4,.. - , . ' i REFlling tiotrLe.1* 10 i VEY, SIZE PL-2 COUNTERTOP & ____ —e--1"--- 4' BACKSPLASH , LLI _„ 1 WNW - H t.... = , U) H C\J * ' 1 1 • ft I . • • 1 Li! 1 •ot 0 1 4' TOE KICK, B-1 2 .N."' t•I Da = == =,..)‹ 1 Z • . . I , ' N..7 r-ai. r-fr MIN „ S-0” CLII. , 5,...- Lil u tt _ 0 C BREAK ROOM KITCHENETTE amm3 SCALE: 3/8" = V-0" Co Ct W a Ct 0 24'1)(36" / VANITY MIRROR ---EPDXY PAINT TYP. ----,\ CO • / B-1, 4' BASE , I 36' GRAB BAR 54' MIN. ON ALL RR. WALLS a • / 18' VERTICAL GRAB BAR 42' GRAB BAR 39' - 41' MIN. WRAP PIPES PER ADA in11 ci Zr/--3TO6,ILFERTOPMABPAECRKDWISAPL.L 1,31 1111 ...,€) - ::,. • 1,-0. IA • I--- 4 x x qo x x -h,--- r---1 B-1, 4' BASE ti C 3 7—B-1, 4' BASE B-1, 4' BASE < 'kip .1 .....1 • . ,.. . z 1 . iT Ill ' iN4 it 1- ;"; / / Ct , V? i • ... 1 N.. el cn 1 0_la 0 0 \ \ \ 7 , -t- 06 8' MIN 6' MAX 6' -4 / co 2 ADA RR 105 3 ADA RR 105 1.7) ADA RR 105 (,,,,, ADA RR 105 0 C) T—8 SCALE: 3/8" = 1 '4r -I-.-. ) SCALE: 3/8" = 1-0" T-8 SCALE: 3/8" = I-0" VF-8 SCALE: 3/8" = 1 '-0" I...co er d z < k• UJ Ct 2 0 >: t 0 < 0 li. a ct s, i' z Et 0 fl. ,if < I.- (...) ii___ ›... L- fx Z r4 1-- will to Z L.11.1 t sob DESCRIPTION DATE NOT THIS PAGE 2/5/18 PERMIT SET 11 ' DATE: 1131118 OWN: RS CHK TC PRO..I.#: SHEET: # SCALE: iv X"= T-8 I. ELEVATIONS '1