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Plans (9) BUP2021 -00117 APPROVED REVISION OFFICE COPY -340 D WBISSEM,11100121 JinterI ■ ... � L' doa.1 130 117 9 0 13 e- v e_J cLv, F UNIVOX MEDIA LLC �- a 0 W 0 r ^^ V ! � U C) V LU E 7090 S . W . ■ VAL�DtTY OF P m O BEVELAND THE ISSUANCE OF A PERMIT ~ @ U BASED N CONSTRUCTION DOCUM ENTS AND OTHER L) DATA SHALL NOT PREVENT •— L_ TIGARD , OR 97223THE CODE OFFICIAL FROM U ')REQUIRING THE CORRECTION 0 Q OF ERRORS. OSSC 105.4 Q Q C) f M A T E R I A L S CODE RELATED INFORMATION VICINITY MAP INDEX OF SHEETS o OREGON STRUCTURAL SPECIALTY GODS, 201-7 OSSG BASED ON 201q I BG NO. DESCRIPTION OESG EXCEPTIONS 51-7.10 AS APPROVED BY CITY PLANS EXAMINER. > a —wi III I I=I EARTH WOOD FRAMING n7osQ way72 1 1—III ( THROUGH MEMBER ) �� a a GS COVER SHEET h o SW Franklin Sti we TI-I EGRESS PLAN - DEMOLITION PLAN SAND / MORTAR WOOD BLOCKING ADDRESS: -70G0 SW BEVELAND STREE u TI-2 FLOOR, CEILING ELEG./DATA PLANS PLASTER _ ( INTERRUPTED MEMBER ) TIGARD, OREGON G-7225 SwBPVP�d�'aRa sw TI-3 5GHEDULE5 REST ROOM INTERIOR ELEVATION GONGRETE PLYWOOD ewis ZONE: MUE (MULTI-USE EMPLOYMENT) s�nnyo9a sw a Bweland St Q 45 L ? GENERAL NOTES BRICK / VENEER G.M.U. / �� % AGOUSTIG TILE / BOARD TAX LOT: 2SIOIAB 02500 r In tA SITE LOCATION 9 , r E Z N GONGRETE MASONRY MAX. BLDG. HT.: 45 f t. sw Hampton St r_ro GYPSUM BOARD d 3 I . DEFERRED SUBLU SHALL BE _j (� \\\\\\ UNIT 2„ o SUBMITTED TO THE ARGHITEGT FOR REVIEW L SETBACKS PER OSSG 10-7.3.4 sw METAL BATT INSULATION FRONT: 30 ft. FROM GENTERLIN6 OF BEVELAND ST. Uj SIDE: 0 ft. FLAG LOT MIN. 10 FT. SIDE YARD) L ' DEFERRED SUBMITTALS (BIDDER DESIGN) V 1 } FINISH wooD RIGID INSULATION REAR: Oft. MEGHANIGAL HVAC O 1 L ELECTRICAL / LIGHTING �Q REQUIRED PROVIDED 217 SW68=hpkwy + PLUMBING x MAX. SITE GOVERAGE: 85% 81% n MIN. LANDSCAPE: 15% Iq% a Ted` 'o � O > �S) AGGE55 MIN. AGGE55 WIDTH: 30 ft. 50 ft. KEY NOTE LEGEND MIN. PAVEMENT WIDTH: 24 ft. 24 ft. O S Y M B O L S MIN. SIDEWALK WIDTH: 6 ft. 6 ft• 1P FLOOR PLAN KEY NOTE TARGET T_ MIN. PARKING -7 SPACES 10 SPAGES DETAIL NUMBER cP REFLECTED CEILING PLAN KEY NOTE TARGET SHEET WHERE DETAIL IS DRAWN 123 NUMBER CONSTRUCTION TYPE: V-15 DOORB 1E ELEC./DATA KEY NOTE TARGET ,4 OCCUPANCY: 1 D DETAIL 02 BUILDING AREA 2520 SF. DEMOLITION KEY NOTE TARGET SEGTION NUMBER KEYED NOTE NUMBER OF STORIES: I KEY PLAN PROJECT TEAM FIRE SPRINKLERS: NOT REGU I RED Ow 4 /A\ LETTER FOR WINDOW HER: SHEET WHERE DETAIL IS DRAWN � i I�IINDOW AFFILIATED MEDIA LL.G Revisions SGT I OI �1 _ S.W. BEVELAND St DETAIL NUMBER 70ciO SW BEVELAND St. T16ARD, OR cf-7223 4 —SHEET DRAWN RE SEGTION Sa REVISION NUMBER { ARCHITECT: E r I I AREA TO BE DETAILED I DAVID BISSTT ARGHITGT, PG OR ENLARGED BUILDING II ¢ BUILDING # IOg4O SW BARNES RD.' #101 DETAIL — ENLARGED PLAN REVISION I I I #1 I PORTLAND, OR �fi�7225 ELEVATION LETTER ELEVATION NUMBER ` SII- (505) 541 -4445 Drawn By Checked By - A400� DAV k DBC DBAARGH.GOM TA DB Nw�I,er G Al \��INTERIOR ELEVATION KEY SHEET WHERE ELEVATION IS SHEET WHERE ELEVATION IS DRAWN DRAWN knue Date I GENERAL CONTRACTOR May 5 2021 INTERIOR ELEVATION ELEVATION TAC- r F - -r , L h Drawing �. Name - ,�,-- - AREA OF WORK JOSEPH HUGHES GONSTRUGTION Go. 202 B —I BUILDING#'z THIS PERMIT 111255N BARBUR BLVD. Sties Number � PORTLAND, OR cf-72IG ROOM NUMBER .WALL TYPE LOGATION OF DETAIL ON — SHEET WHERE IT IS DRAWN I D RA N I NCS TITLE C S 2 . 1 SCALE ALE I 8� I�� 16' DRANINCS TITLE PERMIT PLAN DBAPc ©Copyright 2021 EXIT 1 c rrrrrrrrrrrrrrrrrrrr C rrrrrrrrrrrrrrrrrrrr a �rrrrrrrrrrrrrrrr {rrrrrrrrrirrrrrrrrr� � < X223 r EGON 121_0" ,,._ ♦ 1 t of 4F EGRESS PLAN NOTES o ol ' '~ L✓J / O1 w % MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT r � ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS V ) c) OCCUPIED. r ^ u PATH OF EGRESS ILLUMINATION - MEANS OF EGRESS ILLUMINATION SHALL NOT LLI BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. THE POWER W 0 r ( SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE W _ PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER -� f 4'-D" 38'-10" ; FAILURE, THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A - ' o C I I DURATION OF NOT LESS THAN 90 MINUTES ANS SHALL CONSIST OF STORAGE "T" 0 UNIT EQUIPMENT, OR AN ON SITE GENERATOR. THE INSTALLATION L- BATTERIES, •- i -,rte ,��.- -= �--- '� --�- — — —� —� -r -� *ti - --.- �� — •� — —'■ OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH �'i C� 2015 IFC WITH WASHINGTON STATE AMENDMENTS AND THE VANCOUVER < ° ; MUNICIPAL CODE (VMC 17.08.010 WAC 51-50) m o 4 FE EGRESS SU��ARYLo I I I 1. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3, EXCEPTION 1.) THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY , GROUPS B, F, AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT �,.. THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER / SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 d- - �01 ; COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL - 55 FEET 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1) r EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM u 1 POINT�, LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE L0 C3 N EXIT ALONG THE 0000, ,�Qj ,�qj � �� ` AND UNOBSTRUCTEDRPATH OFEEGRESSNCE TRAVELASHALL NOT EXCEED NATURAL / r_, 300 FEET. (SEE TABLE 1016.1) 10000 COMPLIANCE:MAXIMUM TRAVEL DISTANCE - 77 FEET 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1) r TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE ol PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, i '/ ! / (SEE TABLE 1015.1) ool .-- ,� 1 .rrrivrrrirr rrrrrrrrrirrrrrriiriiirrriiirriirriiiiiirrrrr rrri r.rrrrrrrrrrrN{r�irrrr rrrrrrr�rrrrrrrfvrrr wrrrrrrrrrrrrrrrrrrr Q rrrriiiiiiiiirrriii COMPLIANCE: EXIT DOORS REQUIRED - 1 < 4_1 1 /WI\ COMPLIANCE:EXIT DOORS PROVIDED - 1 _j ' 4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1015.2.1, EXCEPTION 2) D_ 0 n WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC EGRESS PLAN /� SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, < N THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS TH # l t1 - i ii 0 1' 2' 4' " DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE 114 - -� m m I MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. _ t t t COMPLIANCE: MAXIMUM SEPARATION REQUIRED - N/A lit (� COMPLIANCE: MAXIMUM SEPARATION PROVIDED - N/A > +�-- UU UJ Q ~G irrrri rrrrrrrrrrrr�� C �rrrrrrrrrrrrrrrrrrrrr� arrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrirr/r///////� 4j& ^ DEMO KEY NOTES: O > REMOVE WALLS or PORTIONS OF WALLS AS NECESSARY. I I I I i 1 D SEE TI-2 FOR DETAILS. z O I SDI I 3D i I I I i 2D REMOVE ALL EXISTING WAINSCOT, DOOR'S, TRIM, FRAME r� (d RE-CITES WHERE APPLICABLE) FOR NEW WORK AS I I ( SD II SD II 5D 5D i REQUIRED. ` L -_- _ _ J I I I I I i 3D EXISTING CASEWORK TO BE REMOVED Lu I II II � REMOVE ALL EXISTING FIXTURES. NEW PLUMBIN& FIXTURES I I I I i 5ELEGTED BY OWNER. REMOVE ALL FLOOR FINISHES BASES. IleII / 1D II II 1D t� II II 1D /� II @2D II i -- -- - ---- - -- -- --;olll - - - ----- i _ _ -- -- - - - - --- 4D FT 1__I 2D 1 i 4D Revisions AiEOlil21 fI L 1 D 1 D 1 D 2D t z' CLIENT GHANGE @2D II 2D II 2D II AI II II II DEMO LEGEND: 4D 3D �� —- =—_--- TO BE REMOVED i 5D 5D 5D 5D SD EGRESS LEGEND: u,,aw„ By am wked sy TA IAB Projed FE FIRE EXTINGUISHER Nin ber PROVIDE PORTABLE FIRE EXTINGUISHER - MAX. hmm Dda i� TRAVEL DISTANGE TO ANY FIRE EXTINGUISHER SHALL May 5 2021 i BE -15f t. AS MEASURED ON THE SAME FLOOR LEVEL. A MIN. RATING OF 2A:IOB:G RATED FIRE Dmwing File Name o �1 c c o �{ % EXTINGUISHER SHALL BE MOUNTED SO THAT THE TOP rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrirrirr �rrrrrrrrr� �-ririirirrrrrrririrrii� ilii/iiiiiiiii/iii/trf' /////i///riirriiirr� ..... 4irrirrrirrrrirrrrrri 15 aft. to 5ft. ABOVE THE FLOOR, READILY a AGGE55IBLE AND GOMPLY WITH 2015 IFG, SEGTION Sh"t Number q06. THE FIRE EXTINGUISHERS SHALL HAVE GURRENT IN5PEGTION TAG FROM A GERTIFIED FIRE EXTINGUISHER GONTRAGTOR. DEMO PLAN 4A N TI 1 0Tj _ j2 �i _ i O i 2' 4' C�� — —° PERMIT PLAN DBAPc 0 Copyright 2021 FLOOR PLAN KEY NOTES: D A. SISSETT NEW NON-RATED FULL HEIGHT PARTITION DEMISING WALL. 2 23 5J" STEEL 5TUD5 (20go.) @ 24 O.C. MAX. N/ R" GYP. 130. BOTH SIDES, 3" ACOUSTICAL BATT INSULATION FLOOR TO REGON UNDERSIDE OF 2nd FLOOR PECK. -­­­----------- I OF SOLID CORE FLUSH PANEL CLEAR MAPLE, NATURAL FIN15H DOOR. O &'Hx3(b"N BLACK TIMLEY METAL FRAME • C-3 RECEPTION 0 REGEPTI D G D 0 TYP- SATIN NICKEL or BRUSHED STAINLESS STEEL ADA LEVER 101 OFFICE 101 ❑ El HANDLES 106, qF. Rn PASSAGE or LOCK5ET DETERMINED BY OWNER. U E I O I32" MIN. GLR. DOOR WIDTH $ 12" MIN, FRONT ACCESS IL 0 10 TYPOS O AREA REQUIRED. CONTRACTOR TO FIELD VERIFY. UJ Q I to jo 01 0 FULL WALL RELITE5 TYP. (6) C VJ R.R. 4P U 105 FINISH DOOR. I HALL t 5P 8P SOLID CORE FULL &LA55 PANEL CLEAR MAPLE, NATURAL oo &P 1, L b'Hx36"N BLACK TIMLEY METAL FRAME UJ 11 0 ol TY 1102 -0 4P SATIN NICKEL or BRUSHED 5TAINLE55 STEEL ADA LEVER -0 ol HANDLES R.R. PA55AOE or LOCKSET DETERMINED BY OWNER. @ __T 9P2P I IO 4P OFFIGE 52" MIN. GLR. DOOR WIDTH 4 12" MIN. FRONT ACCESS AREA -0 IN. 107 REQUIRED. CONTRACTOR TO FIELD VERIFY. 0 oo III O'FFICE F-OFF16E OFFICE NEW FLOOR TILE N/ 6" RUBBER BASE (SELECTED BY OWNER). > -0> ' i u O III IID IOa45" TILE NAIN5GOT IN REST ROOMS < 7IP TYP. BRE105 AK RM. < SKYLIGHTS ABOVE TYP. (3) M oo I E E U �' O EXISTING WALL TO REMAIN L 3: .............. ............ 9P8P BOX EXISTING 0X FRAME PILASTER N1 GYP. ED. FAINT Itt 3: C) 3/T1_3 REMOVE ALL EXISTING FIXTURES. NEW PLUMBING FIXTURES SELECTED BY ONNER. ol R.R. FLOOR PLAN 5PNEN COMMERCIAL GRADE CARPET (5ELEGTED BY OWNER) VV 1 110410 0 21 4' g' , 4" RUBBER BASE lo % 11 EXISTING POOR AND HARDWARE TO REMAIN - - - -FM _ _ -2� is C-3 BREAK RM. 5/TI-2 1105 <t> 0 0 0 Q\,RC 0 0 REFLECTED CEILING NOTES: < 5P �P 0 TYP. 0 0 TYP. 0 0 0 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLE55 NOTED OTHERWISE. 0 0 O � � � m 2. REPLACE CEILING TILES ONLY AREAS REQUIRED 4 SHOWN WITH • 0 0 F7 0 o F7 0 NEW BUILDING STANDARD. z N UJ 0 5. SNITCH LIGHT FIXTURES AS REQUIRED AND AS SHOWN ON ENLAR6ED PA �/\� < gaEz�5 REFLECTED CEILING PLAN. PAI FLOOR PLAN O®0 2 1 1 1 o C 0 C 0 4. PROVIDE BUILDING MANAGEMENT WITH AS BUILT LU < 1_0 If 0 1' 2' 4' '0 DOCUMENTATION/ DRAWING LU 1/4 0 --1 0 Ll 0 0 L_� 0 0 AT COMPLETION OF CONSTRUCTION. (3T 0 D 3 3 > 5. RELOCATION OF SPRINKLER HEADS AND ANY OTHER NOTE: 0 DEMOLITION OR MODIFICATION OF THE FIRE SPRINKLER DIMENSIONS ARE TO FAGE OF STUD SYSTEM SHALL BE PREFORMED BY A CITY OF VANCOUVER UNLESS INDIGATED BY A GENTER LINE 0 0 0 0 9 0 ENDORSED,CONTRACTOR UNDER A SEPARATE PERMIT. 0 0 0 (b. RELOCATE HVAC SUPPLY 4 RETURN AS REQUIRED. X O O O O O O O I. HVAG 5Y5TEM: FILL ALL GAPS AND OPENINGS AROUND THE Z (3 //—PROVIDE FINISHED SIDE PANEL GAE31NET CP HVAC, PLENUM ABOVE HALLWAYS WITH ROCK WOOL AND/OR > < OTHER NON RATED MATERIALS TO MAINTAIN THE NON < i PROTECTED SEPARATION BETWEEN THE RETURN AIR PLENUM z AND TENANT CEILING SPACE. ALL HIRING IN THE PLENUM TO BE -5 SHIELD/PLENUM RATED. RETURN AIR FROM THE TENANT SPACE TO BE DUCTED WITH NON RATED FLEX DUCT TIED TO THE REFLEGTED GE I L I N6 PLAN K Nk PLENUM NALL5 (NO FIRE DAMPERS REQUIRED). 11 = I 1_0 If 0 21 41 51 NENLEY ENGL05ED SPACES LE55 THAN 500 5F REGUIRE OCCUPANCY SENSORS INSTALLED TO CONTROL LIGHTS C) (N5EC C5.03.6) REFER. C) RCP KEY NOTES: - ---------------------- 0 11­­se" W­­____ I; EXISTING GYP. BP. CEILING TO REMAIN U.N.O.. EXISTING =9 LIGHTING, EXIT 51GN5 4 EMERGENCY EGRESS LIGHTING TO w REMAIN. MODIFY LOCATIONS AS NEEDED. RECEPTI BREA< ROOM OFFICE GROWN MOLDING REFIN15H/RESURFAGE EXISTING GROWN 106 CONF. RM. MOLDING/SOFFIT TO MATCH NEW MAPLE WOODWORK;18 '17 (Z� Revisions D 1' 2' 41 10/1/21 EXISTING REGE55ED LIGHTS TO REMAIN R.R. PENDANT LIGHT REPLAGEMENT SELECTED BY OWNER. 0 IF_NT CHANrF 1E 2E 1E 2E 1E 2 Z) 103 HALL d% ELECJDATA KEY NOTES: .42 1E RECEPTACLES TO BE MOVED $ HORIZONTAL MOUNT IN R.R. qP BASE UNDER NEW REL ITE5 104 1 E 2E 10E 2E 1E 2E 2 OFFICE VERIFY EXISTING 5NITGH LOCATIONS. RELOCATE AS E E REQUIRED FOR NEW WORK. OFFICE OFFICE OFFICE $P / / / III IIDF O-q-I TYP. 14 BREAK RM. , % Drown By 0woked By 1105 ELEC. NOTES & LEGEND: TA I 013 3P 4P 3P, E / 4P 78 I. ALL ELEC,./OATA/ALAPM5/MEGH./PLUME3lN6 TO BE Project Number . ... .. ............... -—---------------- GENERAL GONTRACTOR/TRADE E310-DE5I&N N1 FULL 5UE3MITTAL5 FOR PERMIT $ ARCHITECT REVIEW PRIOR Mom Date 0 0 TO GON5TRUGTION. May 5 2021 3 ELEC . DATA PLAN Drawing File Name TI - I/all I 1_0 t 0 21 41 8, 0 SMEXITKE ODETECTOR (9 16HT NAL-PLEXL RECEPTACLE Shoot Number 4 WALL RECEPTACLE DUPLEX T-l" ' . OFFIGE Rau ITE/DOOR 14C PHONE/DATA ,5=v, WALL MOUNT SECURITY LIGHT 11 = if—oil 0 11 20 41 0 EXHAUST FAN T1 2 3/8) on — _ - T D� PERMIT PLAN DBAPc 0 Copyright 2021 ROOM FINISH LEGEND: 0 VDGT = GERAMIG TILE VGT = VINYL GOMP051TION TILEGPT = CARPET 5V = SHEET VINYL METAL STUD TABLE - MAX WALL HEIGHT L/240 RB = RUBBER BASE OF STUD SIZE. GAGE STUD DESIGNATION SPACING MAX WALE HEIGHT 5G = 5ELF-DOVE SHEET VINYL COMPOSITE SECTION NON—COMPOSITE SECTION G = GYPSUM WALL BD. (5/8>92 1/2- 25 200 S 125-18 16" 14'-4" 12'-6" 24" 13'-5" 1o'-1o" (GREEN BOARD ALL NET LOGATION5) 20 200 S 125-33 16" 16'-5" 15'-6" 24" 14'-9" 13'-6" P-1 = PAINT/PRIMER + INTERIOR LATEX 25 600 S 125-18 16" 19'-9" _ 24" 16'-9" (SATIN) . � 0 6.. U 20 600 S 125-33 16" 24'-6" 23'-11" P-2 = PAINT/PRIMER + INTERIOR LATEX ENAMEL • 24" 21'-7" 20'-10" (SEMI GLOSS) ',.. FINISH SCHEDULE VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS ASSOCIATION NG = NO GEILING V) ca (SSMA) TABLES FOR NON—STRUCTURAL COMPOSITE AND NON—COMPOSITE SECTION WALLS GEILING IN INTERIOR APPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF L/240. P-LAM = PLASTIG LAMINATE co W ROOM NO. ROOM NAME FLOOR ( BASE I NOTES 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 NCH THICK. GYPSUM 55 = 50LID SURFACE (GOMPO51TE) -0 O I N S E W MAIL. FINISH HEIGHT I BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX. U /# . 101 RECEPTION GPT RB GJP-! G!P-1 GIP-! &/P-I NO C) . @ 102HALL GPT 6/P-! G!P-! GIP-I G/P-I NO 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING = -0 U OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. �0 0 103 UNISEX REST RM. GT G/P-2 C-7/P-2 G/P-2 6IP-2 45" H / GT WAIN5GOTCEILING WIRE ATTACHEMENT > U L- 104 UN15EX REST RM. GT G/P-2 6/P-2 6/P-2 GIP-2 45" H / GT WAIN5GOT CONSTRUCTION TYPE FASTENER -� Q 105 BREAK RM. GT G/P-2 GIP-2 C7/P-2 G/P-2 WOOD 1 /4"X 3" SCREW EYES Q � � l06 OFFICE GPT (5/F-I GIP-1 GIP-! G/P-1 STEEL DECK PRE-DROP WIRES, CMI DC1 OR DC 2 1/4" METAL DECK SCREW EYES. L 107 OFFICE GPT POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4" � 105 CONFERENCE RM. GPT CONCRETE METAL HIT ANCHORS lOQ OFFICE GPT POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4" 0 I10 OFFICE GPT CONCRETE METAL HIT ANCHORS Il! OFFICE GPT � . no a + 1 FINISH SGHEDUL SCHEDULES In T1 - NTS Tl - NT5 -N �f, 54" MIN. z\\ 42" 1211 MIN. ! '�AX 15" MIN. VERTICAL G.B. \\ LU - •' 36" 63., BACK WALL \ 2`-O" V 1� � � n/ SEAT COVER r MIRROR \ MAX �,� _ LU LLI 1 ` , T.P.D.- -� T �j m a - - < z tu l ( 6" RUBBER BASE INSULATE WASTE AND- 45" TILE WAINSGOT M N. i, 18 -0 114 HOT WATER PLUMBING T.P.D. f-- 42" MAX. TYF . REST ROOM .LAYOUT T l -� / II 11-011 1-0II 0 1' 2' 4' Revisions Drawn By Checked By TA Df3 Project Number Issue Dote May 5 2021 Drawing Flo Nome Sheet Number Ti = 3 PERMIT PLAN DBAPc C Copyright 2021