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Plans (382) • U . 201 - 00136 PROJECT DESCRIPTIONco. et z of ® 0 N 0, TENANT IMPROVEMENT FOR NEW B AMBULATORY MEDICAL CLINIC. DEMOLITION OF NON-LOAD BEARING WALLS AND EXISTING RECEIVED ti U RESTROOMS. NEW INTERIOR PARTITION WALLS, ELECTRICAL, PLUMBING AND ADA RR. MAY ICC '""" 1 2018 co CC CITY OF TIGARD 1:: l-� `n = BUILDING DIVISION 1 v w w w w v w v v \ wwwwwwwwv PROJECT TEAM DRAWING INDEX ., m 1 w w w . w U v w w w w w BUILDING 6958 SW VARNS STREET E 0 w w w w w w ADDRESS: TIGARD, OR 97223 T-0 COVER / SITE PLAN Q i~ '' w V NI, w CONTRACTOR: EMMETT PHAIR CONSTRUCTIONM w w w w w l T-0.1 EGRESS PLANFun' Q w * w w w w w CONTACT: CHAD BRIX I–' _ w w .Y w w v w E w w w w w PHONE: C(50 432-7332 I—r .com T-1 DEMO PLAN a.A.-\ \ N w w w w w w w FAX: (503) 399-0009 T-2 FRAMING PLAN – CONVENTIONAL WALLS W y� w Ni, w w CCB#: 57427 WA#PHAIRDC948PE ti 1 w w w w w w w DESIGNER: EMMETT PHAIR CONSTRUCTION T-3 DIMENSION PLAN 2 w w v w v M W W w w w �, w CONTACT: TARA CANTRELL T-4 PROPOSED PLAN 2 (� EMAIL: t(541) 21-76 air.com V w w Ni, PHONE: (541) 521-7661 w FAX: (503) 399-0009 T-5 REFLECTED CEILING PLAN W U t� w OWNERCONTACT: SPENCER BRANNAN CO �'' / T-6 FINISH PLAN w w TENANT: EMAIL: spencer.brannon@ciccenters.com Z w w '5, 1-7 DIRTT COMPONENT PLAN .44-1N- \ w I.T. CONSULTANT: CONTACT: T-8 DIRTT ELEVATIONS .�. w w w w w N-3 PHONE: w w w w ---s CO T-9 DIRTT ELEVATIONS w w w v w NV w w w w T-10 DIRTT ELEVATIONS w w w w w w Ni, w w w w w w v c T-11 DIRTT ELEVATIONS w w v w w w v v, NI, w w w Ni, c- w w w w w w w tK; if*� w wv w w w w w w- y w DEFERRED SUBMITTALS w w w w w w v w w w w w w w w �� Anjo � ;40�1� ! ACCESS w v w w w w w w w � �' AISLE- w w – MECHANICAL (MECH. COMCHECK FORM TO BE w w .� w w w w .�.Viii)' ` ' �''- 6rrMI w w... N. SUBMITTED WITH DEFERRED SUBMITTAL`� kir." tIii► VAN ) It w v w w w w w w w 4�A ib,. O.�/ ,v �r���� PARKING_ -' . v g w w .v v w v w v .t. Si.' .v w /�'a'' W- 96 MIN. \ g•; w w .v w w .v w w .v w w w '�� `` rr 'V w w - ELECTRICAL w w w w w w w v w w v w w 4 ,' 4 ( I I 1 .v .v - �r�l.��` I . PLUMBING l\\ w v w w w w w w w w w w w v v w 1 r I © w �. 1 w w v w w w w w w v v w w w w °-] 1 ° w ii T-� i / 4. w w w w w w w w w v w w w lly ' w _x,'11' ,4, IN.v w w w w w w w w v w w SITE PLAN KEYNOTES i# � - w w w w w w w Y w w w AREA OF WORK ,.- r Ni, v w w w w , w w ® NEW96" Mft . VANACCESSLEADAPARKING •� w w CO v w w w w w w w w w w 1� �-' / f ,��} STALL WITH SIGNAGE �® *4.10,01,, �� i0!_ w w .v v w w w LO wY44j : w ,,�1,4 .v .v .:- .y w w SIP NEW 96 CLR. MIN. ADA ACCESS AISLE r"�,.rr��i w w w w wEw w w w w "'� w w w w w w w w 'V 'i/ ��►�'"- w w w w3 NOT USED /� w w v, .v w d " .v wwECO w w w w v w //4��41,. www w w w .di vi�w ww ww w w w wA� Ir�w w w w w 412/0116, ��- w11401 wv w v �/ w w w w �_ � Ni, v , iL w w w w .v //1r iill";1 w , w w .v N (f} f w w�� �= 444 Ai a> , w w w w v w w w w w w A w w w w w w w w w w w w w w w E 1141 Z Q ' w .•/1 w .v w w w w w w w w W w 'V w w1ci D < w - ► ` tl i1.' w Log � K� 110 w w w w w w w w w 4, w w w•w ww Y0� VW4SJIK a� w OFFICE COPY g �� w w w w w v w www CITY OF TIGARD i= '� w ,� � w . , w w Ct. k, ' REVIEWED[FOR CODE 1COMPAN� E z Ct ww w ,� , ,�� �© . w ,` /��; w ; w ww w ,... 1401, � w w . �� w w a I- = t kii:IiiAppo w ~ Ara / w v w Approved: cn i2 OTC: 0 ~w ' w w am,,.� / ,,.., w ,., n `< . � v rrA� s v w vw �` ,._ ww i 4,� Permit#; / �(1113 -nte, 13 A _ fa.m �� E� � Q „ ,,, ' �frj \ W liproor " /I/ r4 .�Aw Ai, ri& A I'S ��K i �� �� � w K , ► v �`r� � w w * Address: s $ W v 0,Y 1S � w w w 1111•1111111111 CO -E /lE • w — � w v w S12tC : 7,, (0) _ APPA, w w1 if w w '� iBy: Date: �,�? _ , Oi�.� 1 w w � ' vw w \w ww LO iiokt,lirli 0 0 S Neof 1,,„ii!.." ti arr, V. A ..' V* "for-47 *410711r ‘ *P •r44k1t4 .I. .x. • 4/A A.••• 4141 W *. \-d ik X-. ';,> t * w DESCRIPTION DATE "ate4 'v w �. . . , � ';: n Vi. v b w w ��\ , w w v w w w v w w w v w v v w w w .V , w w I w w * v w .V w v ,4 � w w w w wv w w w w w w w w w I 4� ! w w w w l ! w w w v A. Iawf rjNE, w- w `�_�4 k �.� ` w �� �� w w v w w Sak• Ni, v w w �/w w v w w wwNi, w w w w v 12 11 1 O 9�� ! 1 ;; ► !Will � �..r w v w v Ail 'eSi , w w w w w w roi � w w w w w w w �/�1 :_� '34 w w � ', ��rA. - v w w ✓ � w w v w w w w W w s4 1`i►w w w w w w w PERMIT SET Iv �1 �V w w v w w w w w w w w w v w w v w w v w v wl w v w w v w w W w w w w DATE: DWN: RS 4/30/2018 CHK: TC L SITE E _AN . CITY OF TIGARD PROJ. #: SHEET: 1 Approved by Planning �� CD Date: S "1 SCALE: _ E—(HE) T-0 SCALE: 1/1 = -0 (� 1/16" 1' 0" COVER SHEET Initials: J EGRESS PLAN LEGEND PLUMBING FIXTURE CALCULATIONS BUILDING SUMMARYIXz CO LLI PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL SPACE OCCUPANCY TYPE AREA (SF) TOTAL OCCUPANTS ® Q N COa) _ NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. OCCUPANCY/AREA OCC. CALC. OCC. LOAD WATER CLOSETS LAVATORIES THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL L j 0 NORMALLY BE PROVINOE THPREMISESELECTRICAL SUPPLY. IN THEAMBULATORY CLINIC B (1:100) 2,153 SF 223C , 0772EVENT OFAPOWER , THE EMERGENCY POWER SYSTEM SHALL MALE FEMALE RATIO MALE/FEMALE RATIO MALE/FEMALE O CC PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN B/2,153 SF 1/100 22 11 11 1/25 1 1/40 1 I. _ ON-SITE GENERATOR. CODE ANALYSISa. . Om u It CO r WHEELCHAIR SPACE / WHEELCHAIR CLEAR AREA CODE 2014 ORE. STRUCTURAL SPECIALTY CODE V L--I REQUIRED TOTALS PROVIDED = LI \ JURISDICTION CITY OF TIGARD 5'-O" DIAMETER WHEELCHAIR TURN AROUND AREA WATER CLOSETS LAVATORIES WATER CLOSETS LAVATORIES - \_�/ CONSTRUCTION TYPE VB _ mimmommil NEW TENANT PARTITION WALL MALE/ 1 MALE/ 1 MALE/ 2 MALE/ 2 PREVIOUS OCCUPANCY TYPE B-OFFICE a. FEMALE FEMALE FEMALE FEMALEI'-' CV EXISTING WALL NEW OCCUPANCY TYPE B-AMBULATORY CARE FACILITY L i V' 0EXIT SIGN (NOT REQUIRED PER 1011.1) Z - j ® PREVIOUS TENANT SQUARE FOOTAGE 2,153 SF W m NEW TENANT SQUARE FOOTAGE 2,153 SF N 0 § ,Q OCCUPANCY/BLDG. SEPARATION NO SEPARATED OCCUPANCIES* UsJ U 1 CtCt REQUIRED SEPARATION [TABLE 508.4] B NOT REQUIRED BUILDING AREA BY FLOOR 3-STORIES - BASEMENT LEVEL: B OCCUPANCY 2,153 SF - GROUND FLOOR: B OCCUPANCY 4,995 SF - SECOND FLOOR: B OCCUPANCY 1,126 SF - TOTAL EXISTING BUILDING AREA 8,302 SF EXITING REQUIRED PROPOSED PROVIDED EXITS 1 EXIT 1 EXIT (SEE PLAN) TRAVEL DISTANCE [TABLE 1016.2] 200' MAX 86'-8" * NO MORE THAN 3 CARE RECIPIENTS WILL EVER BE RENDERED INCAPABLE OF SELF PRESERVATION. SEPARATION FROM ADJACENT SPACES, CORRIDORS OR TENANTS WITH .... 0 a r A FIRE PARTITION WILL NOT BE REQUIRED. [422.2] ❑ E 0 a L ` , 1\ E 1 PI I r i + I I I � � 1 H f r1 H 1/)r ,(I r i/ / I EXAM 1 001D EXAM 2/' / / rr r / 1):,,I / / 7 / /„ .„//,<,/, / r' <!, ,/ / / Ir' 106 V 1/ OFFICE �./ 108 / ' -I—--I— I`� / / II I/1 WAITING ROOM ' r �' II ,/�� 100 ;✓< I/ _ _ / II _—__ '� RECEPTION I'/—_ _ i II 0 r /' _ 101 .72=_z1-17== zd I`I _ ErT. - rLJ�E� _z_z �zL o M (L N ,------.*---.--,=d— HALL2r-1:---- N UP rs- V 10) \\h 104 rn Prr r L 1 L_ T_ x,05 I / —r / / r / (I /`K\ �'STAFF_, 1 Z I/I Il D < „ -, ,< a, , 4; I / ELL 71 7-!'-'7-I 7-PI ' 0 N Nt--- NURSE }' i' J 110 STORAGE Et cuEl W I r 7-7 /' 109 N i ' CLOSET o pai. U3 ' / 103 // Q r` HALL 1 �ji ' _ __�___ d , Ct ' ' (2 / / /'/< / /'/ / / Z / r / / / / / / 0 oU xo 86 _ 8 MAX TRAVEL DISTANCE0 1�i ANGIO � ii VI 116u) CLEAN �� VI DESCRIPTION DATE > 115 �u 1f� r_-1-7----2---/---r x �1) II r/-,r- T i 61/1r) (11) u—� cls IA 4 RR H >, L_---- VI an / H i H i RECOVERY 1 H RECOVERY2I RECOVERY3 113 112 111 H )r .a V1 I/I PERMIT SET DATE: DWN: RS EGRESS PLAN 4/30/2018 CHK: TC 1 PROD.#: SHEET: E9 SCALE: 1/4" = 1 '-0" VSCAALE:RIES T-O . I T O' CODE SUMMARY CID W 04 CID CL 00 ® 0 N 0) N.- U L0 0 DEMOLITION GENERAL NOTES o n 1. ALL WALLS BEING DEMOLISHED ARE NON-LOADED BEARING. C" aim tj It Cn EXISTING CEILING GRID, CEILING TILES AND LIGHT FIXTURES TO BE0 2. DEMOLISHED. = a U PATCH AND PAINT SHEET ROCK WHERE EXISTING ELECTRICAL OUTLETS 3' FiIX HAVE BEEN REMOVED. �( C : 4. DEMO ALL FLOORING AND PREP FOR NEW. in E-- N It 5 SKIM COAT, PATCH, AND REPAIR ALL EXISTING WALLS TO A LEVEL 4 LU N. SMOOTH FINISH. 2 It Z LU CO DEMOLITION PLAN KEYNOTES Q O DEMO COLUMNS WALTO RELS/MATERIALMAINSURROUNDING EXISTING COLUMNS. u Et V . 0 O MECHANICAL UNITS TO BE RELOCATED O NONE O NONE In 0 - - -` ^— El __ r - __ea I DEMOLITION PLAN SYMBOLS 1 � � j � 1,,/ EXISTING WALL . [i\ I-1 i i I-` I __ - - WALL OR ITEM TO BE REMOVED I 1 OKEYNOTE r J ti 1 `1 i r2---L- r_, L-4 2 r LJ__ UP i i ❑ r I 21 ....L.1 II I I / , 0 0 i 0 i \ 1 1 0 co L____J L_ N N fti 12 CD fx U? n r ,j �L--r---I-- r--r---- Z Z 0 r d ,--, , < .r) =_........L_1 =-J r �_� --1 F. --i r-- --10 W /\ 0 r1 -1 i i Z W LJ \` Ce In I 11 1 J O� iii Ioz (II;) L 1 C7) U - -, c , Q z _ co L. , 1/ 0 0 ----, r----1 r- --t r----1 _ ° U (.0 j I I I I I I I I I I I I DESCRIPTION DATE 1 II I 1 1 ,�� L___J L___J L___J Tl I t t I I I DEMO PLAN SCALE: 1/4" = 1 '-0" 0 Er) PERMIT SET DATE: DWN: RS 4/30/2018 CHK: TC PROJ.#: SHEET: SCALE: T- 1 1/4"= 1'-0" DEMO PLAN N. \ ''/ I UNDERSIDE OF EXISTING \\ \ STRUCTURE \ \ Ce O O O \ \ 3 i", 30 MIL. METAL STUD, BRACE CL ® 48" O.C. MAX & WITHIN 12" © CO co \ - CORNERS. ALTERNATE DIRECTIONS �mi 0 ty C) ' „� PER LATERAL BRACING DETAIL. FRAMING PLAN SYMBOLS o �' ' .\.' o, . �� ATTACH BELOW W/ (4) #8 SMS, LATERAL BRACING �c� �C��Q\� log. TITENCHDA EMBED H OMI2PS�ONADD EXISTING WALL Ca ABOVE CEILIN ������ .,\moimmimmimma ND iiuniunnuuuUiun11»iu FLUTES AS NEEDED FOR 31: �- I \. PG ANCHORAGE. NEW INSULATED PARTITION WALL TO 6" ABOVE �- ��: �� _ � /2" CEILING:3-5/8" 20 GAUGE, METAL STUDS ® 24" u It c� ACOUSTIC CEILING PANEL 8c GRID O.C. WITH R11 SOUND INSULATION IN WALLS AND CO �� 0� •� APPROVEDOALTERNATE ANGLE,SURE OR WIALLS ANDLAYER OF CEILING.8" SHEET ROCK EACH SIDE OF U 2 INCH D�' '� � F.1 n o 6 �P� 0\_4 , z �� �c �O � \ ` 4o �4 SOUND BATT INSULATION4 . FURR OUT , cjc- !� c, � GYPSUM BOARD SHEETROCKEON TALL SIDEING S NS WITH NEW " Q WO = #‹ e►S c5)\ `i Jr METAL STUDS, 03625125-33 SEE G- •�' PARTITIONS �. WALL TYPES ON SHEET T-2 H N f-� �+ OFFICE ROOM NAME O V" cap 0,1450 POWER ACTIVATED DRIVE 100 ROOM NUMBER O i 7 BRACING BRACING w �� . PIN W/1 INCH EMBEDMENT AT 4 FEET 0/C MAX INTO DECK. °': W m CROSS C R❑S S �� ACOUSTIC SEALANT AT SLAB O KEYNOTE U WALL WALL \ U CtO GENERAL NOTES LATE RAL B RACING PARTITION WALL DETAIL 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION 2 3 CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO T-2 DETAIL T-2 INSULATED WALL- 6" ABOVE GRID coNSTRUcr1ON. 2. DIMENSIONS FOR NEW WALLS ARE FROM EXISTING TO CENTERLINE OF NEW WALLS UNLESS NOTED OTHERWISE. 3. ALL WALLS, EXISTING AND NEW, DRYWALL FINISH TO BE LEVEL 4 SMOOTH FINISH. SKIM COAT EXISTING WALLS AS NEEDED TO ACHIEVE DESIRED FINISH LEVEL. 4. PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT. NO EQUIPMENT INSTALLED WILL WEIGH MORE THAN 400 LBS OR MORE THAN 75 POUNDS MOUNTED ABOVE 4 FEET A.F.F. rb rs\A______ -- -- --"sal5. DOCONTNOT ACT SCALETHE THEDESIGNER DRAWINGSFOR . IF QUESTIONSCLARIFICATIONARISE AS TO DIMENSIONAL REQUIREMENTS, 1\ m m 0 ( . (19 6. CLINICAL AREA (ANGIO, EXAM, RECOVERY) DIMENSIONS ARE CRITICAL: MAINTAIN INDICATED SIZE. CONTACT DESIGNER IF CONFLICTS ARE ENCOUNTERED. I I UP CL' 0 c O M 2 N N ■ CO ti X . A-X X - 7 'SK. X x x Y1 l � r ZO AIN ,010� D L'410114 2<cceH o O w z Ct w O w D Ct ANGIO >, --- 0 o 0 � ZCO 116 O0 COto k Ucap x x DESCRIPTION DATE k Q ,NVQ z k > FOF \ I FOF FOF} 20'-2i" 37-10 " I -' X, PERMIT SET FRAMING PLAN— CONVENTIONAL WALLS CDDATE: DWN: RS SCALE. 1 l4" ! -6�� 413012o1s CHK:TC PROJ.#: SHEET: SCALE: T-2 114 = 1-0" FRAME PLAN DIMENSION PLAN SYMBOLS o w co co EXISTING WALL N d- dc E1rzzzrj� NEW DIRTT PARTITION WALL, DOOR OR MILLWORK U < Lf)COMPONENT. SEE PLAN 1/T-7. — 0 M Et O NEW INSULATED PARTITION WALL TO 6" ABOVE I. LS _ CEILING:3-5/8" 20 GAUGE, METAL STUDS 0 24" alli � ' �� O.C. WITH R11 SOUND INSULATION IN WALLS AND �- (1) LAYER OF 5/8" SHEET ROCK EACH SIDE OF WIF LiIt WALLS AND CEILING. CO OFFICE FE= D O U ROOM NAME 0 Q 100 ROOM NUMBER ill Q OKEYNOTE W I'-m 2 lin F~- N W jt- 2 ti GENERAL NOTES Z 2 W CO 0U 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, U CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO CONSTRUCTION. W V 1 O 2. DIMENSIONS FOR NEW WALLS ARE FROM EXISTING TO CENTERLINE OF NEW WALLS UNLESS NOTED OTHERWISE. 3. ALL WALLS, EXISTING AND NEW, DRYWALL FINISH TO BE LEVEL 4 SMOOTH FINISH. SKIM COAT EXISTING WALLS AS NEEDED TO ACHIEVE DESIRED FINISH LEVEL. 4. PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT. NO EQUIPMENT INSTALLED WILL WEIGH MORE THAN 400 LBS OR MORE THAN 75 POUNDS MOUNTED ABOVE 4 FEET A.F.F. 5. DO NOT SCALE THE DRAWINGS. IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS, CONTACT THE DESIGNER FOR CLARIFICATION. 24'-4" 13'-6 " 9'_5" 8'-2i" / % A' / { 6. CLINICAL AREA (ANGIO, EXAM, RECOVERY) DIMENSIONS ARE CRITICAL: MAINTAIN INDICATED SIZE. CONTACT DESIGNER IF CONFLICTS ARE ENCOUNTERED. _i_ _(7_,.--...,..51.___t,...--,.,....s___ sm.--.4,__ ______rnsli1 I , uutoo I ‘ `---"j:/.) 1 I F! DIMENSION PLAN KEYNOTES 1 I I €El\ FOF r I F 1E NOT USED III FOF i Nid 2 NOT USED Vidir) 4'-8" 71 CLR 1 il EXAM 1 EXAM 2 3 NOT USED I I oi C30D 106 1 107 ,-�I o OFFICE 11'-3 " 1S-1i" /� II 108 J WAITING ROOM x � / H 1) r)r) 100 ( I I / 1 10 r————E i II RECEPTION � __ —l- — 11 :"Z-_ Z_Z.. _ -_-217 2 i 11 —ET �—,T�TE _. E z z z . FOF =:--r----==-- HALL 2 / AUP _ � //' ' �`i. '\, UP 104 o H \ �A STAFF Rr- r O 0 co� II ryll 1 rn I. ♦ _ �. ♦ ♦ L ± , I u, T T- �T lei \ �/ ,' +Hi I.J� Lj y(' 0 i NURSE W o ` � __ STORAGE ,,__,_� 110 /7 ft-a. 7 7 : N 109 D � CLOSET o '� � UQ E �, "� 103 I 0 W op HALL 1 y == = =_ _ .. Z Ct w 102 1. 7'-7i" 15'-4" O 0 c j r >c. a ., 49,' FOF U z d o liP) Iv : cfi/1 _...``t L�-) , b ° cc j ANGIO >< \ II VI co z 116 >< CLEAN` \ II '�NII 1,1 O (.) co 115 --u -- � '- 17 " /I �,I R u.' I��UR. DD °0 6"Y�r ,�i�/� i It�ll1�1 DESCRIPTION DATE >< \u6) rd ' t I i\\ N /j1 >< \ \ / > 1 i_ ' 2 �-*RR ii/1 ( 1p >` L_ --_— _ i 114\-7ki M d. i 0 I RECOVERY I M RECOVERY 2 ) RECOVERY 3 1 >< 1/1 1 113 112 I, 111 A \ III FOF \ ,<-_- i FOF\ , vi a FOE FOF I FOF' 4_ 20'-2.4" 6'-0i" i $'-O" 8'-lin 7'-11i" 7'-8i" / a' X -;' DIMENSION PLAN PERMIT SET r-, DATE: DWN: RS -1— SCALE: 1/4" 11-0„ 4/30/2018 CHK: TC PROJ.#: SHEET: SCALE: T-3 1/4"= 1'-0" DIM. PLAN GENERAL NOTESCO w i P a o- / 1• ALL ELECTRICAL/LOW VOLTAGE COVER PLATES, COLOR TO BE WHITE. ALL I x 54" MIN. ELEC. / DATA RECEPTACLES SHOWN ON PLAN ARE NEW UNLESS NOTED � N co v. X37 / OTHERWISE. REPLACE EXISTING COVER PLATES TO REMAIN WITH WHITE TO U • -*39 - 41 MIN. � MATCH NEW. < .. L°N- a ct \ 36' ( .q. c0 2. PROVIDE A PREMISE-ISOLATION REDUCED PRESSURE BACKFLOW ASSEMBLY a "phie� (RPBA) ON THE DOMESTIC WATER SERVICE. DOMESTIC SERVICE F- LI) Q i' { 1.-0• TOILET PAPER �. \ ® 42" PREMISE-ISOLATION BACKFLOW PROTECTION MUST BE LOCATED ON PRIVATE P 10 . C \ --`Jal DISP. 36' FROM A \ C PROPERTY PRIOR TO ANY EXPOSED PIPING AND UNPROTECTED BRANCHES OF a. 8 x "�,r = .,' BACK WALL \ N x THE PLUMBING SYSTEM. a �,,,,,� o g M -�.. o m P \ * _ M 3. ALL ELECTRICAL IN TREATMENT AREAS TO BE REDUNDANT GROUND MEDICAL {,) N I. !. g N N 4' BASE B-X \.\ 4' BASE B-X -.w r' 4' BASE B-X GRADE. 0 U U 4' BASE B-X < 2'-2" 60' 1'-6' . FLOOR PLAN SYMBOLS �- STAFF RR # 105 STAFF RR # 105 STAFF RR # 105 STAFF RR # 105 OFFICE E ROOM NAME N 2 3 /� 4 w d' t" _, t �� �� _ �� 2� KEYNOTEz2to P"`* T-L SCALE: 3/8 - 1 -0 T-4 SCALE: 3/8 = 1 -0 T-4 SCALE: 3/8" = 1 '-0" CT!) SCALE: 3/8" = 1 '-0" d f ELEVATION SYMBOL W co U (g DUPLEX RECEPTACLE 0 § U "' 4-PLEX RECEPTACLE W Uct .. 0 ' = DUPLEX RECEPTACLE WITH TWO USB OUTLETS / d DATA / PHONE OUTLET- CAT 6 WIRING /' i 54' MIN.-- . ® DIRTT PROVIDED DUPLEX RECEPTACLE- ELECTRICIAN TO INSTALL / 39" - 41' MIN.'" 1 / rl I ABBREVIATIONS TA DROPS �. �` / 36' \ it n 4' BASE B-X '�, Q 1:-.0" TOILET PAPER 42' +36 HOE GHTTY. FOFFARECEP RECEPTACLE \ to r C . , 17.31 DISP, 36' FROM ,. 2 - "��IrP = ' BACK WALL \ N � m LII 6 - O 2' \ X Z Z l �I M _ 2 • 2 _ FLOOR PLAN KEYNOTES 4- CV 1 I.. M ..... I :F- a \ N a ro i 4' BASE B-X "' 1 I ._..P 4' BASE B-X / 4' BASE B-X �T.� �.- - A. A.--_�. . ! O NONE I I 1'-6" i 18" CI.R '' 6-1 IMIN 1'-6" 2'-2" 60' CUR. MIN. x ,r r, x, i 02 NONE ADA RR # 114 ADA RR # 114 ADA RR # 114 ADA RR # 114 6 7 8 9 0 NONE T-4 SCALE: 3/8" = 1 '-0" T-L SCALE 3/8" = 1'-0" ——L SCALE: 3/8" = 1 '-0" T-L SCALE: 3/8" = 1 '-0" r i, I ot ____0__ co _ _ 0 1 PLUMBING FIXTURE LEGEND I I ci\ I 1088 S-1 (ADA RR) SINK: KOHLER PINOIR WALL MOUNT SINK W/SHROUD, MODEL P1 �"' #K-2035-1-0. WHITE FINISH. 100A 1 I I I �.►� I 1 FAUCET: DELTA TRINISIC SINGLE HANDLE HIGH ARC LAVATORY I VI M❑NIT❑R +VFY M❑NIT❑R~+VFY I'1 FAUCET. MODEL #559HA-SS-DST. STAINLESS FINISH I I/1 d I I r il id,J a S-2 (HAND WASHING) SINK & FAUCET COMBO: ELKAY WALL MOUNT SCRUB SINK Ii ® � C EWS2520FC 25"WX19.5"LX10.5"D, WALL MOUNT GOOSENECK �31vi EXAM 2 FAUCET W/ FOOT CONTROL - 211 rj2 E 06 1 `'r 107 S-3 (EXAM) SINK: DURAVIT WALL MOUNT ARCHITEC HANDRINSE BASIN.I 7 OFFICE " I I Il -n MODEL #076635009 14 X15 W/FAUCET HOLE ON LEFT SIDE. 0 108 WHITE FINISH. C4 -TV72 WAITING ROOM �- -I--1 ISI / II �3- FAUCET: DELTA TRINISIC SINGLE HANDLE HIGH ARC LAVATORY U- ti 1 / II I.1 I) I FAUCET. MODEL #559HA-SS-DST. STAINLESS FINISH 0) 100 �I __ _ / II IA ____ f I _ cc RECEPTION 'j - 1 / JI ISI I- I S-4 (MOP SINK) SINK: ELKAY STAINLESS STEEL 25"X23"X8" SINGLE BOWL W Z p (.- - 101 - =_Z=.4717= �� a'12.J 107 _E,�" �-�_ rj 108A �Z Z'z L FLOOR MOUNT SERVICE SINK PACKAGE. MODEL #EFS2523C. •`� =K HALL 2 a- INCLUDES DRAIN. 8" _ Q o _ 1 „,,,IN O FAUCET: CHICAGO FAUCET WALL MOUNTED BODY HOT AND V P UPH 100C RFT-- I � , 104 04 COLD WATER FAUCET. MODEL #897-RCF gr I rr- X051 `� �P// W I1 \ 3b '2”` STAFF-W• fill T-1 TOILET BIDDER DESIGNED 60 IJ. O I— II I 1/ 1 cn ❑ Ilo I I IgFN', 1 Ag WH NEW WATER HEATER W/ RE-CIRC. PUMP - BIDDER DESIGNED. pa. cecoz 0 �N y 7--+L.:7-1,—� -� - W - ELECTRICIAN TO PROVIDE CIRCUIT AND SWITCH FOR ELECTRIC .\ xxx xx ,x. xxxxx ni; - �► _ - 14 - 102 ��' NURSE WATER HEATER AND RECIRC. PUMP. CC 116 _ _ STORAGE I- ---�-; 110 *PLUMBER TO PROVIDE PLUMBING SUBMITTALS FOR APPROVAL PRIOR TO ORDERING z U cn �] - 109 Z IIIIIIIIIIIIIIIII CL(3SET 0 # *► 2 103 P - `,,,,/ CO CO C 1, U x HALL1 _ _ _� __ = EXST- DESCRIPTION DATE y DED s-2 102 E.P. ,0 s i>/:\/.1.4i , ANGIO , z---II V I 116 k CLEAN` it i) T i 115 '. r t LA � - I 117-7,,--r---,, r I I� lf Ix; ;� 111 I ' t II <' l `4_,„ J � \• ikRR,� +VFY I+VFY +VFY • P e5 PERMIT SET ~�.._ i 114'�' L--- - T4 ✓ ❑NIT❑R ❑NIT❑R RECOVERY 2 M❑NIT❑R RECOVERY 3 k I A0 RECOVERY 1 H DATE: DWN: RS eb Q mH �. 113 112 i (4 4/30/2018 CHK:TC -� PROD.#: SHEET: P R O P O S E D PLAN SCALE: çj- , .. T4 1/4”= 1'-0" PROP. PLAN T-4 SCALE: 1/4" = 1 '-0" FIELD TECHNICAL INFORMATION figure z Lateral Force Bracing(figures 2 and 3) Hanger(Suspension)Wires(figures sa and so) €gore sa GLOSSARY.`FOR THIS:.DOCUMENT(regional terminology may vary) W Lateral force Bracing •Ceilings constructed of lath andplaster or , - - O Application recommendations for work at the oval or cel;Ing nggypsum board,screw prnail at •Hanger and perimeter wines must be plumb within 1 in 6 unless(figure 5a) - - - - tacked to suspended members that support a ceiling on one level extending counter sloping wires are provided(figure 5b).Sawa ASTM C 414 nsei i n 2.1.4 Cle a• . / from wall to wall shall be exempt tram the lateral force bracing requirements. •Hanger wires shah be 12 gage and spaced 4 feet on center or 10 gage CROSS TEES LATERAL FORCE BRACING PERIMETER WIRES �v1 401 Suspension Systems for Acoustical Lay-in Ceilings •mob•• D91CUCAz esu' spaced5feetoncenter.5xcswr!c • • The cross member thatintelockwith Thebracirgmethodusedtoprevent Hanger wires placed withineightinches COW ' RCP GENERAL NOTES W •Lateral force bracingis the use of vertical struts(compression posts)and the main beams,also known as cross ceiling uplift or restrict lateral move- of the surrounding walls. Seismic Design Categories D, E& F jjj •Any connection device at the supporting construction shall be capable of car- NI- v, REVISED 10109 g splay wires(see figure 2). .........-,. runners or cross T bars- merit during a seismic event.Lateral O ^' .� car- rying not less than 100 pounds,rrr :C1SCa:.,,..3 n ` V _rs^..•' 'u g°a• •For ceiling areas exceeding 1,Ou0 square feet,horizontal restraint of the tail- •Powder-driven shot-in anchors(PAFs)are an approved method of attachment PLENUM force bracing consists of vertical struts ' ` �b e e v a-�•,„' �� � trig to the structural system(laIeral force bracing)shall be provided.zY,;,T.: for hon or wires.s,�vr,.,-�,u;lear or:v nuiEd=r coca;orvh�;r �_ � DIFFUSER antl splay wires. �lhe space above a suspended ceiling. r%"••• ^•'a'" g -- a ° Acircularorrectan ularmefal n€} 1^ ❑ ASCE 7.es issues,1 x'•.112.2 c -- g g Vl, •Terminaendsofeachmainbaamanda°ssteemustbea°p�ortedwr>nlns used forthe passage of air from a MAIN BEAMssLAcf< rIR 1. MECHANICAL SYSTEM TO BE BIDDER DESIGNEQ. LOCATIONS OF HVAC GRILLES NOT TO •lateral Force Bracing shall be 12 feet on center(maximum)and begin no inches of each wall with a rimetervnre sae fi m 4&5 b.3u;mro;<z3CA ttnK.a.4 < — I This document has been revised `• farther than 6 feet from walls.So:.+w:r,Iu:n Saismx�zmas 3� ( g j duotedsystem. Thepdma anger nS€°^membersna A,2gagawirethatisnottightOrtaut. INTERFERE WITH LIGHTT FIXTURES, SPEAKERS OR CEILING MOUNTED EQUIPMENT. CO IiY ;;,�.,,•• vam cram •Wires shall not attach to or bend around interfering material or equipment.A ligure Sb•Couat.rsloping ponied by hanger wires,also known as •Seismiosplay wires are tobefour 12gage wires attached tothe main beam. trapeze or equivalent device shat be used where obstructloespreclude direct ESSENTIAL SERVICE BUILDINGS SPREADER or SPACER BAR CONTRACTOR TO PROVIDE HVAC BALANCING POST OCCUPANCY. 1+0 Q based on current BuildingCode Wires are arrayed 80°from each other and at anangle not exceeding45°fromsuspension. 1 the moo runner,carrying tee,carrying Trapeze suspensions shall be a minimum of back-to-back 1/a Inch \ Anybuildings designed to be used A bar with notches to prevent the sus- the plane of the ceiling.scurse:Ci5CA sees v z..,3-4 cold-rolled channels for s exceeding48 inches.see...CSr - g q runner or mains. figure 3 Part ,A rax,,,34 y ension s stem from se gratin 2 Standards.In all buildings,other than IPU !, "n"" 1 by public agencies as a fire station, P y p g,also Maximum Recommended Le the for •Seismic splay can supportlt be tached designto he loadr f not t a the structure in such ,x cared a stabilizer bar. 2. CEILING Lf N G GRID LAYOUT TO B E CENTERED WITHIN ROOM UNLESS SHOWN OTHERWISE. struC[ureS cIa551fied as essential Vertical Strutsthey Electrical fixtures ,,. p''� police station,emergency operations MOLDING/CLOSURE ANGLE a manner that can a load of not less than 200 pounds or //'''�� the actual design load,with a safe factor of 2,whichever is greater(figure •Light fixtures weighing less than 10 pounds shall have one 12 gage hanger • / center,Slate Patrol office,sheriff's A light gauge metal angle or than- CL 9 safety 9 (9SPLAY WIRES facilities,suspended ceilings installed EMT CONDUIT 6b). £:ie.CISCO,zones a-4 wire connected from the fixture to the structure above.This wire may be slack. �) office,or emergency communication net fastened to the perimeter wall or LII�� ___ ,�. ............... Wires installed at an angle rather than �, It`�� •'Powder riven shot-in-anchors"(PAPS),when used for seismic application• sr,.rev Gscs Salsm:c:ran 3,- --- dispatch center. partition to It in accordancewfththe prescriptive / parsendicu€arlom®grd. 3. LIGHT FIXTURES TO BE CENTERED INSIDE THE CEILING TILE UNLESS NOTED M Pre P `!- '/r'EMT conduit up to 5'14' light fixtures weighing support the perimeter ends of an ac- W `►, -�! ' as part of the prescriptive path in Seismic Design Categories D,E and F.shall 9g 9 more than 10 pounds and less than 56 lbs.shall have GRID p provisions of the 401 document are "�• //- 34'EMT conduit up to 7'B' have an ICC-ES approval for seismic applications and shall require"special two 12 gage wires attached at opposing comate of the light fixture to the coustica1 ceiling grid. VERTICAL STRUTS 0TH ER nil S E. 2 U `\ �� inspection'irrespective of the type of occupancy category the structure is in. structure above.These wires may be slack.s r....tia^A sen., tons,3.4. The main beams and cross tees of the The rigid vertical member used in 0 suspension system. PERIMETER CLIPS deemed to comply with the current�•��� 1'EMT conduit rep to 9'9' PAF anchors for kicker wires(splayed wires installed for purposes other than •Light Fixtures weighing more than 56 lbs.shall be supported directly from tee figure lateral force tracing of the suspension U r seismic restraints are exempt from this requirement sea- Staraei eerier.a;;:ehee structure above.These wires must be taut.seeeei cls:A Sias-:c nuns 3, Proprietary angle bracket attached di- I building code interpretation. _`► % METAL STUDS cd vsn.i.«T, HANGER WIRE which tooewallmomovementieangle system.Also known as compression 4. REFER TO ROOM FINISH SCHEDULE ON SHEET T-6 FOR CEILING PAINT COLOR. V I •Pendant mounted fixtures shall be directly supported from the structure above v hangar wk.. 10 or 12 a soft annealed wire usedposts,seismic pods,seismic struts. ux.;-r,uc.' gag allows for i4'movement in the This document provides the IBC-2[7(39 .1.1. 111.1............ 'AIN, `+ - �i� Single 136'metal stud(20 gauge) Up to 12'0' • suspended eein�sau:u:aP,cn o connection of the vertical strut to sus g as o age lfor direct ved alternate support without using the -__ f:: as primary support for the grid system. event o}seismic activity and interlocks Common materials are electrical con- A/ n/ •S I �L L.L g pen systemsupport.seers cisce seieree zona,3-4 dust EM motet studs or proprietary /• -j..,_ Also called suspension wires. (EMT), P P ryIMIIM Back-to-back 114"metal stud up to 15'fl' .Rigid •tracing may be used In lieu of splay wires.so,vvw:ASC,E.ae*x.,,,13.5 a 2<< •Tandem fixtures may utilize common wires. s.keeer... r --- P properly with ends of grid system. referenced standards for theproducts. (20 gauge) •Ceilings with plenums less than 12 inches to structure are not required to "° installation of suspension systems Mechanical Services po y Single 2/'metal stud(20 gauge) up to 13'ee have lateral force bracing.scarce:Ponland e 3,1I.,a rmer.I Ili •Terminals or services weighing 20 lbs.but not more than g56e s lbs.must have wo s 1, .8 REFLECTED CEILING PLAN KEYNOTES •Vertical struts must be positively attached to the suspension systems and the 12 gage wires connecting them to The ceiling system for acoustical lay-in ceilings. General Recommendations Back-to-back 2 Yz'metal stud up In 15'0• structure above.nonce C15GA 3-4 g g 9 9 Ys em hangars or the structure ' •Referenced sources per hierarchy:2009 IBC(International Building Code), (25 gauge) above.These wires may be slack scree,c,56l seterie nese t e vmca:!WOW Wife Incorporation of this document will •The vertical strut may be EMT conduit,metal studs or a proprietary compres- - American Society of Testing Materials{ASTM C 635,ASTM C 636,ASTM •Terminals or services weighing more than 5616s.must be independently . Screw:Fabian eu�limg rxlvwmni Sion post(see figure 3). rovideamoretrnitormstandard E580lf560M),Ams°ansociBty°fci�ilEngineare(AscE7-05)andceil- Supp°ieddirectly fromthe sin,°tumabove.These wires tn°atbelaut.Ei�„I': figura RECOVERY #1-#3: CUBICLE CURTAIN ON CEILING MOUNTED TRACK. CONTRACTOR TO in F—' CV More:nionten areas greater rrae'S'0”1.1 luxe en°+,n-rr CIEC,.4 Se�nli:xo^„s's 4 2 ' Ings and Interior Systems Construction Association(CISCA). cereeenoes, Y Wall Moldings(liauresaaanaub) W for installation and inspection.This - ceiling•Partitionsthat are tied tothe and allpartitionsthan6feetin '°°°�°""°"�"°'""°' ""'"` - PROVIDE SUBMITTAL FOR TRACK AND CURTAIN PRIOR TO ORDERING. SEE UPH-1 ON greater •Wall moldings{perimeter closure angles)are required to have a horizontal Seismic Separation Joints{E gura'T, 1032-ANE fi5£h SL The NbVC6 has been serving the construction height shall be laterally braced to the structure Bracing shall be indepen- figure 45 flange 2 inches wide-One end of the ceiling grid shall be attached to the wall Iu,,.;}, z,;, ,...___. .;:Fflt document Is designed to accomplish •Farcepeasexcee lbreaks0squarefee a seismicseparationOMorfull SeattleWA, rd75t 'nicala.r°rt ears:ltisre°° nixed • FINISH LEGEND T-6 FOR CURTAIN SPECIFICATION. ~ dent of the ceiling splay bracing system.rieere,ASCE rn- a.SS-1 Attached Warl Molding Requirements molding,the other and shall have a sit inch clearance from the wall and free toI h yty g height wall partition that breaks the ceiling shall be provided unless analyses ____.-.-� N �B I Phone(246)524-4248 as a technical authority,educational body and Z in the intent of the International -- •For further information on bracingof roil load bearingpartitions refer to slide.'r0 S:ASY:F.7-6!;cgc:ia,13.5.5.22 b areperformed of the ceilings bracingG'"'" '' `teL g system,closure angles and penetrations C y NWCB technical document#200-501. / � •Where substantiating documentation has been provided to the local jurisdic- to provide sufficient clearance.ZOI.V..;:ASCE 7•cs.a..44,sectc.l,1.3(:.;.2.d "n•=•Inas`•»nae"2•vq r - Fax(2061 524.4138 spokesperson ter the wall and ceiling industry.It - C It 12 gag.Erkunwn xraixwf S,w.LLr.cFiuxf.eWuitt Building Code(IBC)with regard • / tion,perimeter clips may be used to satisfy the requirements for the 2-inch Toil Free IWO)524-4215 provides services to architects and the con- •All main beams are to be Heavy Duty(FID).�o:sVbW ASCE Tors _ 13.s,5.az. ./�' The layout and location of the seismic separation joint shall be per the design- y E:,re / angleer of record and noted on the plans.If a seismic separation is to the closure „x warrr .a:,:xMl o :tt€.iva, O NONE r , requirements lot seismic •All pass tees shall be capable of carrying the design bad without exceed- I p jointrequired by sae team,.era'Mq•,Ina j inioS'rwgb.org struction community on all matters relating to V 0 •The grid shall be attached at two adjacent walls(pop rivets or approved meth- the designer,the designer may use the generic joint detailed In this document in deflection equal to 1/360 of its s seen, rows 3� 0 www.nwcb.org the diversified Wall and ceiling industry. O design category D,E and F for 9 !! ods,Soffits extending to a point at least lever with the bottom plane of the grid ora proprietary joint.The amount of free movement(gap design)shall be a f 1 • These recommendations ane intended �, - J� and independently supported and laterally braced to the structure above are minimum of 14 inch.sea-R,Slav,of a,s :,r,,,k;.1 C,Aes DIvtion As the industry's development and coordina- V suspended ceilings and related items. for suspended ceilings including gild, ,•°e° . 'a deemed to be equivalent to walls.Sem:Ws 01 OivOwi,eu roCalveC;rskx• figure 7 i•e •In lieu of seismic separation jolrits,the ceiling may be divided into areas lesstion organization,the NWCB saw the need to /� n/ Unless supported byengineering, panel or tile,light fixtures and air - .a than 250D feet use NWCB-Oregon (\ /) NONE IY Ppo 9 g, square by partitions or softes as follows:partitions shall teneinats weighing no more the 4 lbs. • Spreader Bars{figure 451 ( ) establish a document to provide clarification and extend a minimum of 6 inches above the level of the plane of the grid and shall Phone: 503 295•fx33e 0 the Suspensten system shall be per square foot seem:Af. 1 sw;.r figure 4b •Spreader(spacer)bars shall be used to prevent the ends of the main beams be independently braced to the structure above.Soffits shall extend to a Fax: 503 the intent of NEHRP National Earthquake Haz- spend ty point at ( )295-2733 ( q 4 - ;3. n.1 and cross tees at perimeter walls from spreading open during a seismic event. agency of FEMA 5 Unattached Wall Molding Requirements least level with the bottom plane of the grid and shat)be independently supported ands Reduction Program)an installed per these requirements. ,m, z• Perimeter wires shall not be in lieu of spreader bars.s:.os CISCA5.4 i c xix,.. m.rAmm> All wire ties are t°be three tight sums :1-4 and laterally braced to the structure above s r::szfll•cr u,..yr cu;!�ing ccaa",lw:irn I I B.C.Wall and Ceiling Association (Federal Emergency Management Agency).It Manufacturers'recommendations ' around itself within three inches.Twelve -' ;- ��" •Other than partitions and soffits,seismic joints may not be used as part of a .� Phone:(604)575.0511 •Spreader bars are not required at perimeters where runners are attached is meant to serve as a set of recommendations L. gage Hanger wee spaced 4 foot on ten- / fire rated ceiling assembly unless substantiating documentation is provided. - Fax:(604)597-7206 should be followed where a ` directly to closure angles. and is not intended for any specific construction applicable. ter(figure 1).sa _ASTA+C c3 ilr�23 a ` S•10,09.scala ar.rl p c c t aim • Changes in ceiling Panes will •Wire tying Is an acceptable alternative to spreader bars. project. • g p require 0 a` Sprinklers • Alberta Wal[and Ceiling Association positive bracing. •Spreader bars are not required if a 90 degree intersecting cross or main is P figure 1 �, -.,.,.:„... within 8 Inches of the perimeter wall. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch - - ! Phone:(403)250-7045 The NWCB makes no express or implied war- ASCCE'7.u5 Ia5.5.a7 r '` oversize rim sleeve z adapter through the ceiling tile to allow free movement of to n F�""u° Fax:(409 291-9515 rant or uaranteo. -- • �^�„ '.'.•.•^°...." ,4 •Where substantiating documentation has been provided to the local jurisdiction, g• P g gr j� P�� ) YREFLECTED CEILING PLAN SYMBOLS lee least 1 inch in all horizontal directions.Flexible head design that can accommodate „''�,,,, ower ,4 perimeter clips maybe used to satisfy the requirements far spreader bars. 9 � :..; • 1 inch tree movement shall be permitted as aalternate.sSy ASCE r cr+sz.xs; a g..xv� Aa r - 5wree Stale ta„ ,.I ,lur,q C.d.ni�.r. MOUNT NORTHWEST WALL S CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-INc nerine ALASKA • IDAHO • OREGON • WASHINGTON • ALBERTA • BRITISH COLUMBIA • SASKATCHEWAN SYMBOL SPECIFICATION NORTHWEST WAE.L a'CEILING SUeEAU•SUSPENSION SYSTEMS FOR ACOUSTICAL.LAY.IN CEILINGS NORTHwuuST WALL a CEitI as BUREAU•.SUBeeriSiON g{STiC5 FUR ICAI.4coris LAY.IN CEILINStS HEIGHT $ STD SWITCH SUSPENSION SYSTEM FaR ACOUSTICAL LAY I N CEi LI NGS $°s STD SWITCH W/ OCCUPANCY SENSOR AND TIMER N/A EXHAUST FAN (BIDDER DESIGNED - FAN SPECIFICATION TO 0 BE QUIET WHEN RUNNING) T - 5 SCALE: 1/4" = 1-0ll NEW GYP. BD. CEILING W/ METAL STUD FRAMING. HEIGHTS VARIES VARY, SEE PLAN. SUSPENDED CEILING GRID AND TILE: SEE FINISH LEGEND ON 41 rieem, _ _ _et.--., _ _ VARIES T-7. HEIGHTS VARY, SEE PLAN. ..___ 0 _ _ _407 ❑ r AOO N/A 5" LED00K, 90 CRIED DOWNLIGHT. HALO ML56, 1200 SERIES, f 5" LED RECESSED DOWNLIGHT HALO ML56, 1200 SERIES,ON I _ --I rI AE N/A EMERGENCY BATTERY BACK-UP. 4,000K, 90 CRI. II � � r �I 1 J s'-0. B N/A 2'X4' COOPER, LED ENCOUNTER FIXTURE. 4,000K, 90 CRI VI I I AF.F• rd .., ,.. J SAE AQ`^ Tr C SEE SONNEMAN STIX 18" LED BATH BAR, MODEL #2769.03. EXAM 1 EXAM 2 ; r ELEVATIONS 3000K, 90 CRI. SATIN WHITE FINISH. I SAE �/ 106 107 • Qo A OFFICE ! *ELECTRICIAN TO PROVIDE SUBMITTALS OF NEW LIGHT FIXTURES FOR APPROVAL PRIOR TO I B B B B H 108 /rr ORDERING WAITING ROOM 9'-0■ ppAQ O �A �� ALF. 1/] 9'-O■ 1 / 100 , '' 1 / �/' A.F.F. I. �' ' • l fto 9•_0■ RECEPTION IM �/� DIM C1 DIM A.F.F. i 101 /-i / / / t T - — / �_ 11117rI � _ 11����J � � ZLZZ � Et /Ir` /i0 ■ '. HALL 2 , ■ - aq s-a 9-o -- I / A ' i A.F.F. { _ ._1Q4 A.F.F. - UP O co N -t - LLi 105 U3 ❑ rn ` STAOFF RR - 9AE Z p v' . UJ Z DIM DIM in .�' AFF. ❑S ` J 2 < Q ��JJ T �TTT AL. z IFICF �� �J �, EQ EQ f NURSE f= / /i Or /1 . ili J 1 A i 110 STORAGE 0 H % 7 ; 2` ♦ 7777 Q \ 109 (it w 7L,ZET __.--_-- - 0 � O'�'E pF�� �/i N U 0 cn !!1 B B DIM I TALL 1 I /1 I �) D Cl...• Q r .' 102 r \ ro , / U / V ' o V ' V 0 CO A.F.F. r , 1� r 11�T U U co ANGIO -_�'" �� - -_- 11 0 I/ DIM . 0 B 116 B ► CLEAN 1 \ DESCRIPTION DATE li ► ! I 115113 ��'— �j )„,-• I � ,q� \1\�6 ��p /\ ��p �� '�'� EQ EQ. i . 9-0 ,. �‘ „/ /1 ) A F• ! 9-0 9'-0" \ �� / _/ i:/1 i j AF.F. 1{ AFF. • t t I/ --- • ADA RR o a B B r AF.F., 114 �__ _ =_ _-- - (/�IA. RECOVERY 1� RECOVERY 2 r/11 RECOVERY 3 I. VII 1/I 113 112 /I1 111 • PERMIT SET DATE: DWN: RS 4/30/2018 CHK: TC PROJ. #: SHEET: (--- 1 ---\\ REFLECTED CEILING PLAN SCALE: T.5 R.C.P. T - 5 SCALE: 14l' = 1 l-Otf 114"= 1'-0" ROOM FINISH SCHEDULE FINISH LEGEND - T.B.D. FINISH PLAN SYMBOLS O W WALLS CLG CLG ACT-1 MFR: ARMSTRONG XXX DOOR TAG Cit (0 co NO. NAME FLOOR BASENOTES N S E W MAT'L PAINT STYLE: 24"X48" CORTEGA SECOND LOOK CEILING TILE ® Q CO - FLOOR PAI 1 LRN DIRECTION 0 B-1 MFR:JOHNSONITE 0 100 WAITING ROOM P-X P-X P-X P-X LVT-1 B-1 ACT-1 NONE STYLE: 4" COVED WALL BASE -- 0 COLOR: 101 RECEPTION - TRANSITION STRIPS TO MATCH BASE COLOR FINISH PLAN GENERAL NOTES �'"' ` _ 102 HALL 1 LVT-1 MFR: 0- _ , STYLE: Cli 103 CLOSETCO COLOR: 1. ALL INTERIOR WALLS TO RECEIVE P-1 PAINT UNLESS NOTED OTHERWISE. V SIZE:- 104 HALL 2 INSTALLATION METHOD: 0 Q U v V . SEE FINISH PLAN 1/T-6 FOR LAYOUT 2. PREP ALL FLOOR SURFACES TO RECEIVE NEW FLOORING AS SCHEDULED. 0 105 STAFF RR GYP. BD. P-X Immom CX C : 106 EXAM 1 ACT-1 NONE P-1 (GENERAL) MFR: Q COLOR: 3. ALL EXPOSED GYP. BD. SURFACES TO RECEIVE PAINT. PREP ALL SURFACES I-. _ FINISH: SATIN AS REQUIRED FOR NEW PAINT. PROVIDE (1) COAT OF PRIMER AND (2) Wc 107 EXAM 2 FINISH COATS. H 108 OFFICE P-2 (CEILING) MFR: V) H CV COLOR: 4. CHANGES IN FLOORING MATERIALS, COLORS OR PATTERNS, THAT OCCUR AT W V- 1 09 STORAGE FINISH: SATIN THE FRAMED DOOR OPENING SHALL OCCUR AT THE CENTERLINE OF THE '` z 110 NURSE DOOR IN THE CLOSED POSITION, UNLESS NOTED OTHERWISE. SEAMS OF 2 P-3 (ACCENT) MFR: TILES TO CONTINUE FROM ONE ROOM TO ANOTHER, UNLESS NOTED W tU 0111 RECOVERY 3 COLOR: 2 112 RECOVERY 2 FINISH: SATIN >> 5. FLOORING CONTRACTOR TO ORDER 10% ADDITIONAL CARPET TILE FOR TENANT'S BACK STOCK. W L„) 113 RECOVERY 1 \ / / PL-1 COLOR: Q 114 ADA RR GYP. BD. P�-/X FINISH: 6. ALL FINISHES SPECIFIED TO BE IN ACCORDANCE WITH OSSC TABLE 803.9. 115 CLEAN V V ACT-1 NONE r SV-1 MFR: t , V l , V STYLE: 7. RUBBER TRANSITION STRIPS BETWEEN NEW FLOORING AND EXISTING TO 116 ANGIO \\J/ \`JJ SV-1 SELF COVE ACT-1 NONE COLOR: MATCH B-1. PROVIDE SUBMITTAL FOR APPROVAL PRIOR TO ORDERING. SELF COVED BASE WHEN USING THIS PRODUCT UPH-1 MFR: 8. ALL RESTROOM WALLS AND CEILING PAINT FINISH TO BE EPDXY, STYLE: NON-ABSORBANT. COLOR: *CONTRACTOR TO PROVIDE FINISH SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. HARDWARE GROUPS FINISH PLAN KEYNOTES GROUP 1 - INTERIOR LATCHSET 01 NONE 1 1/2 PAIR BUTTS - 4 1/2" �� C-- r5____0___ -- ---� LEVER SET - "PASSAGE" TYPE FLOOR STOP 11 ® NONE d ` � 1I 1 GROUP 1/2 PAIR BOTTSNG 4 1/2" [7\ ' 108B LEVER LOCKSET - "ENTRANCE" TYPE L/ NONE FLOOR STOP LVT-1 100A� Pi ' ' . I I ri LVT-1 I rl M❑NIT❑R M❑NIT❑R 11 GROUP 3 - INTERIOR PRIVACY NONE VI I/ 1 1/2 PAIR BUTTS 4 1/2" I- " LEVER SET - "PRIVACY" TYPE � 1/11/111/171 � W/ OCCUPANCY INDICATOR V FLOOR STOP NONE EXAM 1 GOD EXAM 2 106 107 GROUP 4 - BARN DOOR OFFICE _TV WAITING ROOM -I /'� II 108 *DOOR HARDWARE FINISH TO BE BRUSHED / it STAINLESS STEEL 100 ———— / 111/1 —— **DOOR SUPPLIER TO PROVIDE DOOR AND RECEPTION (,� I -111/1 r HARDWARE SUBMITTALS FOR APPROVAL I- — 101 1� —= _ = °' 107 F-7-71-7-___=7--___7-- Z 108A 177 7 J z a PRIOR TO ORDERING. HALL 2 0 UP 104 04 100C P ��� 1 J L ,/___, ��_105 j'> DOOR SCHEDULE Q N ( LVT-1 II V STAFF�h2F?r< -` ,, VT-1 I-�- /'� N- II DOOR FRAME 12 0 Ce R \ < Ira-• �, LEL,L,H,!,, \10 � _" SIZE n- \ � w � ixxkxxxxxxxx D —102 NURSE r _ 0 Q < "C 116 110 STORAGE c9 U ! U_ t."7-7109 Ce z Q .I ~ SV-1 LVT-i CLOSET a a ¢ F-- W = w w 0 z Et w (li1f 103II ci o w ) a z a z d w Qtx HALL 1 z _ 1- �- m w s NOTES E. Q to EXST SEE (E) A.D.A COMPLIANT >< 102 E.P. ` 100A 3/ 7/0 EXISTING DOOR NOTE NONE STOREFRONT HDWR. 3 a. ce *SEE NOTE A BELOW Ct } o .2 100B 3/0 7/0 DIRTT DOOR- PROVIDED BY OTHERS 1 0-`� �[ 100C 36 i (97/0 EXISTING DOOR 2 �. a) ANGIO 1/ 0 0) 116 \ II I 102 3/0 7/0 DIRTT DOOR- PROVIDED BY OTHERS 4 U t° CLEAN` II . 115 \ -,.11 VE-1,4_ r -�T� 7'7-4'-22 "'''' -� / �/ 103 360 7/0 DIRTT DOOR- PROVIDED BY OTHERS 4 x DESCRIPTION DATE I` (1 ': ,/\ �•� (410 �1 104 3/0 7/0 EXISTING DOOR 1 ;' / ✓' t ' tis --LH 7 t < -��_-- /) 105 36 /0 DIRTT DOOR- PROVIDED BY OTHERS 3 WITH CLOSER >< j 1 - a ` / > 106 4/0 7/0 DIRTT DOOR- PROVIDED BY OTHERS 1 �` ��f�RR ,f >< L———— k I / ( , , ❑NIT❑R 1 ❑NIT❑R ❑NIT❑R 107 % 7/6 DIRTT DOOR- PROVIDED BY OTHERS 4 / 1/) 1 O / RECOVERY 1 RECOVERY 2 RECOVERY 3 >, V! 1 ,/i 1131/1112 111 108A 36 % DIRTT DOOR- PROVIDED BY OTHERS 2 / 1/1 IrJ \7 ,.1 IA I�l ` / 108B 3/0 7/o EXISTING DOOR 2 114 36 7/0 DIRTT DOOR- PROVIDED BY OTHERS 3 WITH CLOSER \ -© 115 3 7/0 DIRTT DOOR- PROVIDED BY OTHERS 1 \ \ PERMIT SET FINISHFLOOR PLAN 116 4/0 7/0 A S.C. WOOD PL-X TIMELY ALUMATONE 1 V WITH CLOSER r-if DATE: DWN: RS *NOTE A: 1 EXIT SHALL BE OPERABLE AT ALL TIMES, PROVIDE SIGNAGE ON SOLID FLUSH 4/30/2018 CHK: TC �- SCALE: 114" = �-O!� LOCKABLE DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" dDOOR 1 — PROJ.#: SHEET: SCALE: T 6 1/4"= 1'-0" FINISH PLAN 0 © Ceiling Track Fastening Hardware (Varies Based on Ceiling Type) El CI Basebuilding Wall z O W • Door in Open Position It.. Ceiling Line c 0 Butt Hinge Door 674 Flexible PVC Ceiling Trim Oe Basebuilding Wall • Ceiling Track Butt Hinge Frame Vertical In Elevation 00 314" From Face of WallPVC Wall Trim = 119 I1-75"1 7 Line of Vertical Frame In Elevation Door in Q CD toof ModuleOen Position Vertical Butt Hinge Door 11232 Butt Hin a Door StoC 11051 Top Horizontal Glass Frame p Extrusion g p0 I �� Glass ��� � �T 0) in Elevation < rO — >I {Y Lt f 1111111. 14060 Partial Stacking Horizontal = �y- �--� 77o CI , Butt Hinge Door Sea! ^ e Line of Stack Se•ment Set in Icei ~ in 2 Butt Hinge Door Seal top - 'L-` (Silver, Black, Charcoal) Iii,, Iil��Ili 10mm Planned Gap o L 16246 Silver 1114 11236 Butt Hinge Stacking Header *'=d1111 n ri / 16247 Black - Rectilinear Profile Mit V0M ' \ Finished Floor Line 4:k 7.03 0.28 16248 Charcoal 11232 Butt Hinge Door Stop Butt Hinge Door Stop 50.8mm (2") m t Butt Hinge Door - Rectilinear Profile Rectilinear Profile f Frame Vertical and Door Stop Oversized O 0 11232 Butt Hinge Door Stop Glass Oversized Door Butt Hinge Door Seal Zipper 2.5". Field Cut to Suit Specific 0 Ya Planned Shim Space - Rectilinear Profile g N Opening and Assembled on Site. C� 16246 Silver, 16247 Black, Butt Hinge Frame Vertical 3-WayAluminum Post 11230 Butt Hinge Frame co Field Cut On-Site To Suit Specific Opening Ce It Flexible PVC Ceiling Trim 16248 Charcoal Rectilinear Profile o p p glisson Vertical - Rectilinear Profile Rectilinear - Hinge Rectilinear - Stacked Clerestory Glass I Butt Hinge Door 1 Hardwall Rectilinear - Threshold I- _ 1-2 tin I- N VERIFY BULK HEAD HAS CAPACITY TO SUPPORT W ' INDICATED LOAD,BULK HEAD DESIGNED BY OTHERS. ZU GAi GE STEEL STUD BRACING'BY OTHERS'TO Z ILO Ill CP Barn door (closed) ID 1 © 112"x"13 HEX NUT STRUC MTJRE GTOBOVE-ALTERNATINGDIRECTIONS 3 PLACES PER BRACKET (SPAC 4G TO BE ADJUSTED BASED ON PROJECT 1 �} REDO dEMENTS).ATTACHED TO 12 GAUGE STEEL SEISMICUJ CO Aluminum 3-Way Y-BRA;KET wTH QTY 2-#10X LONG PAN HEAD TEK 0 r 1 I SCREWS PER CONNECTION STUD TO BE ANGLED TO UPPER . �,f Post Pivot Door DRYWALL BULKHEAD WITH STEEL STUD FRAMING STRUCTURE BETWEEN 30'.asFROM HORIZONTAL 0) (Open) (BULKHEAD/HEADER ASSUMED 20 GAUGE,FY=3: KSI} \I 1./ -1142[cal 50l id Wall Construction 11- a ;. V r: / \ �'FIN?SHED TILE BOTH SIDES(FINISH AS SPECIFIED) o LL GYPSUM BOARD 0 ISI 3f8'(10mm) i ALUMINUM FRAME `E o 3MINIMUM i 12 GAUGF STEEL SEISMIC Y�RACKET II Lig _ SELF DRILLING/SELF TAPPING SCREW CENTERED ON CEILING TRACK. FIBERGLASS INSULATION t. „a ` = AND SPACING OPTIONS LISTED IN APPROPRIATE ENGINEERING 4"THICK ASSEMBLY W!44 STC RATING ? {I - (% So.B 12'�M,ax HEIGHT 1 �,�� ' CALCULATION PACKAGE,ADJUST TYPE AND SPACING AS INTENDED ,� DNaeRsoDEaESTeELv-aRacKEr TO MEET REQUIREMENT.INSTALL ACCORDINGLY 1/2"8-13UNC 4"LONG THREADED ROD TO TOP DF WALL FRAME VERTICAL ALUMINUM FRAME EXTRUSION • o �'•' 111111-4,-,_..-' LINE OF CEILING ^(mREaDEDRODCANBESHORTENEO BY CUTTING ON-SITE-1F REQUIRED 270mm UNDERSIDE OF CLG ' `- ] LINE OF CEILING DIRTTSCREW SIZEI AND TRIM TO TOP OF DIRTT WALL • LING .� y y PVC(PLASTIC)CEILING TALL �li�1� 14 GAUGE STEEL PLATE SLID INTO TO PORT VERTICAL PVC PANEL CONNECTOR DIRTT CEILING TRACK RUNNING FULL LENGTH OF WALL G K' '� �y ,'��'� I OF ALUMINUM HORIZONTAL HEADER ACTION - Barn Door ALUMINUM HORIZONTAL 1'� �I USE(2)#10 SCREWS TO (4)#10 SELD-DRILLING/SELF TAPPING HEADER SECTIONS(THIEF HANGER PF OFILE) �` ' . 1.� Vertical Extrusion [ � /f ? SCREWSNELT HIE STEELC11ONVERTICAL ALUMINUM WALL FLOWER ATTACH EACH END OF an10cHaNNELTOHEaoeRSECTION t ♦ PLASTICPANELCLIPS � Zipper Pivot Door HORIZONTAL HEADER 11. ATTACHED TO WALL TILES SECTION TO FRAME VERTICAL 12 GAUGE STEEL CHANNEL COLD-PRESSED FASTENING HARDWARE AS REQUIRED (Closed) TOGETHER WITH 14 GAUGE STEEL PLATE WALL TILES DIRTT TILE ALUMINUM VERTICAL SECTION DRYWALL PARTITION ALUMINUM VERTICAL SECTION (4)#10 SCREWS ATTACHING VERTICAL SECTION TO EACH (SY OTHERS( END OF HEADER SECTIONS SOLID WALL DIRTT solid wall to drywall Pivot and Barn door adjacent DIRTT Seismic solid wall at drywall DIRTT Seismic Lso id wall at grid DIRTT DETAILS T — 7 SCALE: NTS In E- 0 _ _ _ea_ _ 0_ _ 0 _ _fai yli Ci\ ' i—i r— I H M❑NITDR 12 MONITOR ii ' ' PLAN SYMBOLS H 1) I— —11I J X KEYNOTE 11 yr/III r K EXAM 1 1 EXAM 2 ',J X I' I 107 N I m' DIRTT ELEVATION SYMBOL 106 ! 4 d U' � 'U OFFICE 1._ J- f/ /� II 108 _TV WAITING ROOMoa II (1 I 100 2):) /x /N / II I d _ _ _ r ct RECEPTION �� I II I/1 r co � �- 1 101 �' I/I �111111� iZ� HALL 2 T T_T�T_T � G-� 7 � Z? I 0cn [L V C- - -. O 104 CT UP z 0 �. 11 105 D J \ V' STAFF RR'OI /V oo' r IIBH BN m►''a 4co �' o El r -guy V VJ 0 H w i — Z 11 cew 1L-•I — — V� CA NURSE - _ 0 i- .4\ BG BM YIA 110 STORAGEEl; 0 77777 7 77 109 5 CL CLOSET n = R' 103 CB N — 5 U BO HALL 1 Q — 00 EXST O U Ln L 102 E.P. - m k m' ' '7' m )4.,_>"7_7_71j ;) / 11 DESCRIPTION DATE f I ANGIO B� 116 CLEEAN` II VI "Nr- \ 115 �11N f_1:171-__ 7 I) p I)� II I�I' U1 /U Xm Ica,/ 0 x U'U' I1 'U U U ADA RR ' ' H zI L _ — — — 114 jJMUNITEIR '{, M❑NIT❑R M❑NIT❑R , Vi RECOVERY1 v 2 RECOVERY2 RECOVERY3 HI/1113 V 4o 112 111 PERMIT SET 1 LA i /I t/I DATE: DWN: RS 4/30/2018 CHK: TC PROD. #: SHEET: 1CoD I RTT M P O N E N T PLAN SCALE: 114R_ 1I 0IT 7 FINISH PLAN T — 7 SCALE: 1/4" = 11-0" 3'-1016" - 8'-116" fr-4' 6 " 3'-86" 1'-92" _.." Z'_4 6" 2'_416" ----31-4"-- Z o W co a_ co co II. , w� :� w ■ ' �� ® O T i:1 .- NBD4 < - 10 1 PD9 PD9 BDT3 M IC ____ 93 , I�3 17 ,7 M7 N7 fillLOQ 1 f I '- 4 7 M71 I-M7 M7^ 7 / M12 M12 \ M11 M11 / M12omi tnij --M7 M7 / \ M7 M7- --M7 M7 / COI I 7 M7- -M7 M7- n O U U U M15 M15 M1 M20 M20Fmn M Q m M11 M30 V11' pT v11' M30 M11 iT6 0% M30 1"' _ --IKt1 -+I(t1 •-�K1� I - N r I (A 1--- N M 1 _M7 *° I a M7-- jn M11 jn M11 in M11 i.n M11 in tr%e M11 -M7 ~ Cr) I 2 Lo / Co I Co / / 2 CO W M7 0 § R ' T M7 7 t`-- r CiiV V O Elevation BG Elevation BH Elevation BI Elevation BJ Elevation BK Elevation BL Elevation BM BD4 HD15 HD15 BDT3 M7 BHF14nBHF14 , MI 17 I l 7 L-M7 ` 7,_14" _ _ 5'_38" M12 M11 M7 M7- -M7 -M10 Iv 1 3'-14" 4' --�2'-118" 2'-712"---2'-71-165" M 15 M20 + a a a ON M30 0� M 1 11 -M 10 ZT M 16- 11 M 1 Tag-C Tag-C Tag-C Tag-C ICU M7 M7 M7 M7 M7 Tag-C � I f� 1Ln L1t M11 In �l° • N 1 In lnl� M-- 10 0 a M7- a I�100 f�100 `- a r+IRJ Tag-C Tag-C Tag-C Tag-C I I I p� .I I DD h M16 M 16 Tag-C M16 M16 CO C 7 I C'') I (Y .� I M16 1 (U ClU �J i 1 i ! 1 i ! 1 1 I Tart-r Tari-C Tart-C Tart-C Tari-C I I Elevation BN Elevation BO Elevation BP Elevation BQ O CO N N Ce 1`-6g" ---- -1'-44" 7'-416" W Z ° • D < re 11341 0a 8858" -. GSC -- 4' 3'-416" t3 _� j ~ -$ u-r----4 ;;I W ZEtW O I- HD14 HD14 F- O co B2 BHF2M7D 0. ce M7 I I Ct M8 U) � M11 Z O 0 °° CD M8M1� M8 M8 Ot(-- --M10 --M10M8 M21 M27 DESCRIPTION DATE Tag-C Tag-C Tag-C Tag-C ON a M13- M13- NO --Plit NO TILE TILE • � -TILE M1 ` M1 • �7 f7 Tag-C �7 �7 // R, 1 1 • Tag-C Tag-C I Tag-C Tag-C M3 M3 M3 a o •a - 0 M3 a I -1-- M11 M11 TM11 M11 M11 in a X1110 -M10 M16- M1e- in tn� M11 I�-jl� } •-lk" --g1-1 � C'" a M3 `-1 IMOD ' ' hakCO a I Oo % I I Q1 I , T (7 I N CU Tag-C Tag-C Tag-C Tag-C Tag-C E,.) Cr) I Cn ,I 00 I (l1 (U (U mi 1 M11 M11 M11 M11 I N 1 I Tai-C I Tari-C' Tary-C T8�-C I Tar)-C: I M8 M8 M8 M8 1 I + M8 I I Elevation BR Elevation BS Elevation BT Elevation BU Elevation By PERMIT SET DATE: DWN: RS 4/30/2018 CHK: TC PROJ.#: SHEET: SCALE: "1—8 3/8"= 1'-0" ELEVATIONS 7'-616" - 15'-58' - Ce Z CD DW.. eri 4' - . 3'-6 9'�... 2'-6 3' — .- 3'_4' - - 3'_4' 3'-4' 2'-813" - 813''-O '--- 2'-5136" 0 N rn - 16 16 16 16 16 r„ U ra _ < — a ct ..VYIli M� CL _ Om U * � m U M11 M11 M11 M11 M11 M11 F.. _ 0 0 M8 M8 M11 M11 M11 Q M20 M15 M15 M15 M15 M15 I LIU n1 ,.c .> _I CA M11 M11 W '4' M3 M3 W CO to M11 in M11 M11 M11 in M11 M 1 1 M11 M11 M11 0 > U U OD rz M8 M8 , tI , Elevation BW Elevation BX Elevation BY ' 7'-116 ~2,_8,~ - 1'-616 3'-6 3'-64•- - - - 11 1O' 1�J"'-716' 67161' i ril p a —1=k M3 M11 M11 M11 M11 M8 M8 M11 M11 -M10 -M1011/ M8 M8,1� M8 MA7 � NO TILE NO TILE NO TILE ON EN TIE TILE NO TILE TIE TILE 13N • 116- M19- 0 t0 // I\ , if') M11 M11 M11 M11 in M3 M3 in Mu1 M11 i M3 M3 M3 M 16- M 16- � � �h110 -b110 (" M3 ZO I W 1 61 M8 M8M 3 M8 M8 M8 CL' } oN L1.. N Elevation BZ Elevation CA Elevation CB Elevation CC Elevation CD Z 0Ce E ° D < 1_ 1- w 7'-66' - 4'-118' ZZ 11 i F-- u) ____3,_9 5 , 3,_9 5 ,16 16 i12I MI I > r ,.N I-- U � b Z � U) o HD12 HD12 U U a) M71 M71 I - I DESCRIPTION DATE M11 M11 M11 M11 M11 I M8 M11 M8 M15 M15 M20 M20 M20 CT ZrN NO TILE NO TILE 6N Z `TM1 M1 . 1-) M11 M11 In M3 M11 1 I ib M11 M11 f-) inNO M11 1-rIte • M3 • ! j N. j N. a PERMIT SET i') I ('7i cu ( M8 , + i M8 DATE: OWN: RS 4/30/2018 CHK: TC } f PROJ.#: SHEET: Elevation CE Elevation CF Elevation CG Elevation CH Elevation CI Elevation CJ SCALE: - 3/8"= 1'-0" ELEVATIONS 4'-2" Z CO W 3CO ,_316" 2,-1" ,-1" 0a.0 ® Q N a) M ct H S _ 1 1 I �s"_____ V M11 M11 M11 M11 M11 M11 4 -g16 co 0 U o M15 M15 M15 M15 M15 M15O ill _ Q CL On "CA m ON Tag-C Tag-C Tag-C Tag-C I,,_ N i\ N `s 17 17 17 M7 2 IA W d�- ti t Tag-C Tag-C Z in M11 in M11 in M11 M11 in M11 M11 . i + M11 M11 Tag-C Tag-C �� W En 6.) I M16 M16 i,.� t11 Tag-C Tag-C � O M M11 M11 V Tari-C TlrJ-C N. O Elevation CK Elevation CL Elevation CM Elevation CN Elevation CO Elevation CP - 7' 013' - g'_p16" J _ 9'-O8" - _ 5`-81, - ' Oa" -- 8" 14 1"x-6'76"38"-- 2'-4"----2'-4" --3'-4" 2' 101561 2'-10 6" - 3'-4"-- - 4' 1'-g2" -- itiaa i-1 , ; BD3 BD3 HD29 BDT1 BDT1 BHF15 I M7 111M7 M7 M I 7 M7- 7 M7- j M�- M12 M12 ` --M M12 —M7 M7 / —M7 M7 jvi - M11 MU iv M11 M11 11 M11 -M7 --M7 -M7 M11 M11 M11 M11 M11 M11 M11 T U\ M10- ij.N -M 10 GIN M30 M30 [ MilP T- l''...- jn M11 M114,110 M11 M11 Iv 10-M11 M11 in t.n1.9, M11 M11 M7-- M11 M11 M7- M7-- M11 M11 M11 CO T '1' 9' 0 N N i F- 0 fta) Elevation CQ Elevation CR Elevation CS W Z ci 2 Q o _J o 8`-13" — 0 w Z fl O 1- — 2,-8.16 . L,_8 , 2,_8 6, I= 0 (i)176 "1 f Z # a C ZUHD29 BD3 BD3 ceZ a) BHF15 BDT1 BDT1 o r 1LO M7 �� M7 M7 M7 M7 U VCO I I M I OM__1` --M7 M12 \ -M7 M12 M11 M11 M11 M11 M11 M11 8!-p8r «� DESCRIPTION DATE illt[� j \ M7 M7- j \\ M7 M7- 2'-81"-2'-81"-2`-81"— 1 / / M8 M8g 8 8 M7- M7- M7-- ' M20 M20 M20 M15 M15 M15 M15 M15 M15 ; ON WV 1 M30 M30 ON (TTag-C Tag-C Tag-C 1 ] i`c I.0 _ M7 M7I M7 T1 n �I� M3 M3 M11 M11 M11 M11 M11 jn M11 M11 M11 in kw M11 M11 .-� --M7 -M7 -M7 --Ku 61 Tag-C Tag-C Tag-C .71 co% co / / / t 7 I M16 M16 M16 PERMIT SET 9' v 1' M8 M8 / I Tai-rTarl_C Tag-CI DATE: DWN: RS 4/30/2018 CHK: TC Elevation CT Elevation CU Elevation CV Elevation CW PROJ.#: SHEET: SCALE: T'- 1 0 3/8"= I-0" ELEVATIONS CD 9,_11 , Z o eL W lu CO op oo Nt. ® o N 0) 3'-38" - 3'-38• 3r-38•—' N. U IC .~ S CL Clam LI I* CO n o U V M11 M11 M11 0 M11 M11 M11 Fm ct Q M15 M15 M15 W E."2I V) H N Tag-C Tag-C Tag-C m 6\ W NI- I7 I7 i7 Z 2 LO I Tag-C Tag-C Tag-CC) M11 M11 M11 jn M11 M11 M11 1f) M11 M11 M11 - � d' C'7 Li Cni I (U Tag-C Tag-C Tag-C CO I M11 M11 M11 0 l "' Tart-C: Tari-t: Tar?-( ` t 1 t Elevation CX Elevation CY Elevation CZ L o ch U N N ti as Et z o LU DQ oa 1- o �-- . W I- . z W o r IP 0 (nu) a_ ctZ Z °° C.) in DESCRIPTION DATE • PERMIT SET DATE: DWN: RS 4/30/2018 CHK: TC PROJ.#: SHEET: SCALE: 3i8"= 1-0" 1-- I ELEVATIONS