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54'MIN. (-FIR-OUT WALL
<br /> / - BEHIND TOILET TO
<br /> ACCOMMODATE (E) ALL PAINT FOR (N) RESTROOM
<br /> 42"MIN. 12" SEWER DRAIN ALL PAINT FOR (N) — NOTES:
<br /> / / TO BE SEMI-GLOSS (TYP)
<br /> MAX AND PLUMBING
<br /> 39"MIN._/_ ♦ ___- RESTROOM TO BE I 1 e I C
<br /> 41"MATE SEMI-GLOSS (TYP) FlR-OUT WALL
<br /> ANGLED BEHIND OM OOATE TO Ot INSTALL NEW SINK.
<br /> / \ / ANGLED / SEWER DRAIN (E) h O INSTALL NEW TOILET & HANDRAILS,
<br /> AND PLUMBING y 38 MIN. f 2
<br /> z M12"IN.
<br /> 'I � 24"MIN. —`" \PROVIDE BLOCKING IN WALL FOR MOUNTING DC S I G N
<br /> 8"EIN -g- \ \ _ ♦ AS REQUIRED.
<br /> KNEE
<br /> CLEARANCE `° O g c _ " / n 'nD"'O8 •I"t`r� USE WATER RESISTANT GWB BEHIND ALL
<br /> ♦ \ 6d O SINKS & RESTROOM FIXTURES.
<br /> �.^ O y } li / `� 1 11 Y O / . 4 Darcy J. Mertz Krewson,
<br /> ji, e i a t 0 O N .to V a O N '6 O VERIFY All SPECIFCATIONS&DOCUMENTS FOR RDI,assoc.AIA
<br /> I w / " ( I z Oi6-.,,„,.
<br /> o& PLUMBING WITH JURISDICTIONAL REQUIREMENTS. Pk(425161.8015 Fax 14251512 0270
<br /> i b — ' •z41 o o ® < i g g 6 l 10 — 1 z ♦ 0l J g o o g PO BOX 12945 Exam,WA 98258
<br /> "' _ J'"- r)`D "O 12 `Y o g m z VERIFY CONNECTION, PIPING, DRAIN, ETC. LOCATION •gr".« *_ E� ,,.m.
<br /> 6"MAX n § A / 12 g o�wy r 12 z 0 6 "<.� ,say""r".>". n,.».".»".:w�."..u<.
<br /> -. ►"+ 4 ^ �O c n a• I/ O w W c O m n ^,� o t O WITH FIXTURE SPECIFICATIONS.
<br /> -, PIPE PROTECTION RESTROOM NOTES: PROJECT INFORMATION:
<br /> �s z 6"MIN. INTEGRAL 6" MIN. INTEGRAL PIPE PROTECTION SHALL BE PROVIDED FLUSH CONTROLS SHALL BE MOUNTED FOR USE FROM
<br /> ELEVATION D COVE BASE OR PER O ELEVATION C SINK BOWL 6-1/2" COVE BASE OR PER ELEVATION B SHALL BE PROVIDED ELEVATION A PER ICC A717.1-09 OTHE WIDE SIDE OF THE WATER CLOSET AREA AND
<br /> HEALTH DEPT. 12 DEPTH MAX. HEALTH DEPT. PER ICC A117.1-09 SECTION 606.6 NOT MORE THAN 44 INCHES ABOVE THE FLOOR.
<br /> O REQUIREMENTS (TYP) REQUIREMENTS (TYP) SECTION 606.6 (TYP) TYPICAL RESTROOM ELEVATION
<br /> 24x36 SCALE:1/2"=1'-0'
<br /> 11x17 SCALE:1/4"=1'-0" O8 TOILET PAPER AND OTHER DISPENSERS OR
<br /> RECEPTACLES SHALL BE INSTALLED WITHIN EASY U
<br /> DOOR&HARDWARE NOTES: DOOR SCHEDULE: DOOR TYPES: HARDWARE SCHEDULE: REACH OF THE WATER CLOSET,AND SHALL NOT
<br /> Z
<br /> INTERFERE WITH UNOBSTRUCTED FLOOR SPACE OR _
<br /> • ALL SWING DOORS SHALL COMPLY TO DOOR FRAM'DOOR HW FRAME MATERIAL DOOR MATERIAL / / GROUP #1 GROUP #2 GRAB BAR URIJZAT1ON.
<br /> ANSI ON LEVER-TYPE HANDLES. NO. TYPE TYPE GROUP AND FINISH AND FINISH NOTES: / `/ 3 EA. BUTTS 3 EA. BUTTS Cl)
<br /> • •RESTROOM PRIVACY SET HARDWARE D101 NEW A 1 WOOD S.C. WOOD NEW - PAINT GRADE 9 1 EA. PRIVACY SET* 1 EA. LOCKSET 111J
<br /> INCLUDES LOCK PER IBC SECTION D102 NEW B 2 WOOD OR ALUMINUM-CLAD STOREFRONT W/SAFETY GLASS PER IBC SECTION 1 EA. STOP 1 EA. STOP
<br /> GRAB BARS SHALL BE FREE FROM ANY SHARP OR
<br /> 1210.3.1 EXCEPTION 1. - _ 3 WA. SILENCERS 3 EA. SILENCERS ABRASIVE OBJECTS. EDGES SHALL HAVE A 1/8"MN. Ct
<br /> D103 NEW A 2 METAL 3HR RATED METAL CECO DOOR CO. PRODUCT #3KY12 OR EQUAL.
<br /> • DOOR CLOSER SHALL NOT BE • \ \ RADIUS. BARS SHALL ALSO HAVE AN OUTSIDE
<br /> PROVIDED UNLESS A MINIMUM 54" DOOR SHALL HAVE SYMMETRIC PERFORMANCE DIAMET" NO LESS THAN 1-1/4"OR MORE THAN
<br /> CO
<br /> WIDTH IS PROVIDED AT LANDING PER IBC SECTION 705.4 TYPE 'A` TYPE 'B' 1-1/2" GRAB
<br /> �PROA CE OFSTRRAL D
<br /> (E)ACCESSIBLE RAMP 1:13 SLOPE (28"VERTICAL DROP) STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING C W
<br /> WITH NON-SUP ASPHALT ROLL ROOFING FACED WITH 1-1/4" DIA CONTINUOUS HANDRAILS © DEVICES SHALL MEET THE JURISDICTIONAL
<br /> GRANULAR STONE AGGREGATE TO REMAIN 0 34"ABOVE FINISHED GRADE (TYP) REQUIREMENTS. Z (71.
<br /> I ' D4 11 I I I IX I I (V
<br /> AlA. BENDING SINtss INDUCED BY MAXIMUM BENDING W
<br /> t7'-7" (N) DOOR WITHIN ALLOWABLE MOMENT OF 300 POUNDS SHALL BE LESS THAN THE Z Q !�
<br /> (E) OPENING " STRESS. r Q
<br /> (E)RAMP DN A t 24"MIN � W
<br /> FRAME-IN AND FINISH OPENING TO MATCH THE INTERIOR = / / B. SHEAR Slhtsb INDUCED BY 300 POUNDS SHALL
<br /> (No CHANGE) - 36"x48"MIN. CLEAR FLOORa REQUIRED /".....
<br /> HAND-RAIL NOT REQUIREDO W
<br /> S'-0" AND EXTERIOR. TOTAL OPENINGS ON EAST WALL TO BE AN / BE LESS THAN THE ALLOWABLE STRESS. IF THE
<br /> / SPACE ODOOR REQUIRED /
<br /> FIR-OUT WALL BEHIND - REQUIRED MIN AREA OF LESS THAN 10% OF TOTAL PER TABLE 705.8, 0 1 / E E CONNECTION BETWEEN THE MOUNTING BRACKET OR
<br /> MIL A RAILING OR°THE'
<br /> TOILET TO ACCOMMODATE (E) / *V-0" / 30"x48" MIN. CLEAR FIRE SEPARATION OF MORE THAN 5' BUT LESS THAN 10'. I / BARRIER IS RECOMMENDED OTHER SUPPORT IS FULLY RESTRAINED THEN DIRECT W LLI
<br /> SEWER DRAIN AND PLUMBING 16"-18" FLOOR SPACE CENTERED SEE SHEET A-2.1 FOR CALCULATION AND DETAIL 5/A-3.0. I / TO PREVENT A POSSIBLE AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED O
<br /> Oto'-4"AFF (FIELD VERIFY) ` MIN TO SINK REQUIRED �_� ��M�^ I _ TRIPPING HAZARD. FOR THE COMBINED SHEAR STRESS. rJnn Q >
<br /> q. \�\\ rJ C. SHEAR FORCE INDUCED IN A FASTENER OR v M W
<br /> ♦ I - MOUNTING DEVICE FROM THE APPUCATION OF 300
<br /> IRN N\ \\\\\ _ __ _ r-- i POUNDS SHALL BE I F�THAN THE ALLOWABLE
<br /> T '� 1 LATERAL LOAD OF OTHER THE FASTENER OR
<br /> E CLOSET �� ► ® I o MOUNTING DEVICE OR THE SUPPORTING STRUCTURE,
<br /> LE) Qr�� I -: ' ��© © TENANT
<br /> 0 � ® ` �'4 O * o WHICHEVER THE SMALLER ALLOWABLE 104D.
<br /> { o •o•® .� /POSED EPDXY < O�PD"� ID. TENSILE FORCE INDUCED INA FER BY A7 - DIRECT TENSON FORCE OF 300 POUNDS PWS THE DRAWINGS
<br /> --- - * FLOORING THROUGHOUT
<br /> '-'— (LIGHT GRAY - METALLIC) SURFACE TO BE NON-SLIP '� MAXIMUM MOMENT FROM THE APPLICATION OF 30O
<br /> _
<br /> \-—1 \ d i (N) RESTROOM Pourros SHAM BE LEss THANE
<br /> THE ALLOWAB E
<br /> ,,a ,, ..„4,,,,,,,,„„, __,,__.
<br /> 1 / 2 WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE
<br /> RAMP DN0 1 SUPPORTING STRUCTURE
<br /> \\ i ,
<br /> * ,. - 1 - --- 1$' 4• 4, 000000
<br /> Z. _ l �VATORIES:THE TOTAL DEPTH OF THE CLEAR SPACE
<br /> 56"x60"\MIN. i`�i V-0" 4 \4:4'/),y/N \ \ 1 BENEATH A LAVATORY SHALL BE NOT LESS THAN 17
<br /> (Y PAR F jOR SPACE MIN �` 04 /
<br /> OWC (RED O 41:, REQUIRED / I INCHES, KNEE CLEARANCE SHALL BE NOT LESS THAN SCHEMATIC DESIGN 11/07/18
<br /> �1 1 O tg� / 29 INCHES IN HEIGHT AND 30 INCHES IN WIDTH.
<br /> 7 PROPOSED EPDXY FLOORING 2._,1» 3•-0" / *V-9" / 1
<br /> (UGHT GRAY - METALUC) 2 (N) DOOR,,' A;
<br /> E I 111\1
<br /> I REVISIONS:
<br /> 5'-5" 6'-7" // ,38 LI v I� (E) CTHROUG
<br /> THROUGHOUT ()TOILET SEATS SHALL NOT BE SPRUNG TO RETURN TO NO. DESCRIPTION DATE
<br /> FIELD VERIFY I,In o�� A LIFTED POSITION. AS-BUILT 11/13/18
<br /> E)WALL WRH (1) LAYER 5/8'TYPE {II d A REVISE RESTROOM 120518
<br /> _ X GWB, CONSTRUCTION TYPE V-B 0 I:,cc (N) SALES AREA 12 FLooRING AND WALLBASE MOULDING SHALL BE
<br /> _ _ (TYP. NORTH WALL), FIELD VERIFY. (N) STAFFBE 24" MIN. CLEAR - SMOOTH, HARD AND NON-ABSORBENT PER IBC B FINAL TI DRAWINGS 12/07/18
<br /> LOWER PORTION OF WALL REQUIRED TO SPACE*PULL SIDE SECTION 1210.2
<br /> KEYNOTE ONO 2-HOUR RATED, SEE
<br /> SHEET C-O AND AREA OF DOOR REQUIRED (E) MECHANICAL ROOM REV PER CITY COMMENTS 0305/19
<br /> DETAIL 1/A-3.0,
<br /> 0 0 Fr--l LEGEND: ,n,ROUND 2 CITY COMMENTS 08/19/19
<br /> 'i, (NO CHANGES} DRAWN BY:DJMK (APPROVED BY:DJMK
<br /> E NO NEW CONSTRUCTION FOR SALES AREA
<br /> Et
<br /> © — EXISTING EXTERIOR WALL
<br /> / TO REMAIN
<br /> / (E) WINDOW TO BE REMOVED AND SHEET TITLE:
<br /> IN-FILLED, REFER TO DETAIL 5/A-3.0. /' RESTROOM
<br /> SEE KEYNOTE #2 ON SHEET C-1.0. E2 EXISTING INTERIOR WALL TO
<br /> REMAIN CONSTRUCTION PIAN
<br /> (E) ART STUDIO STORAGE Q iii�i.
<br /> NEW INTERIOR WALL
<br /> NEW PARTITION WALLS TO DETAILS&SCHEDULE
<br /> TO REMAIN UNCHANGED /� BE 2x4 STUDS (TYPICAL) AT SCALE:ASNOTED
<br /> ,V/ \ CONSTRUCTION PIAN-RESTROOM "[� °1 s"O.C. WITH 5/8" GYPSUM TI DRAWING SET
<br /> O 24x36 SCALE:1/2"=1'' iir C I g S F8 'E ET• DATET E ISSUED:
<br /> 1UMBER:28/18 /SHE �
<br /> 11x17SCALE:1/4"=1'-0" REVIEWED FOR PERM( ! A-1 .1
<br />
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