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17-105716M. GENERAL NOTES A. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. C. ALL WORK MALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. E. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE BEGINNING WORK. F. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. H. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. GC SHALL PROVIDE SHOP DWGS AND PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). I. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING EXISTING BUILDING RESTORATION LIFE CHURCH CHANGE OF OCCUPANCY CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. K. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. L. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. M. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE, FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. N. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2' IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TO A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK, ARCHITECTURAL ABBREVIATIONS SYMBOLS: COL COLUMN JT/JTS JOINT,JOINTS REINF REINFORCING CONIC CONCRETE L LONG, LENGTH REQ'D REQUIRED ® AT CONT CONTINUOUS LAM LAMINATE, LAMINATED RF RUBBER FLOORING & AND CONSTR CONSTRUCTION LF. LINEAR FOOT, LINEAL FOOT RR RESTROOM L ANGLE CONR CONTRACTOR LW LIGHT WEIGHT RO ROUGH OPENING Ii CENTER LINE CPT CARPET LVL LEVEL. ROW PUBLIC RIGHT OF WAY © COPYRIGHT CT CERAMIC TILE MAS MASONRY S.A.M. SELF ADHESIVE MEMBRANE ' DEGREE DF DRINKING FOUNTAIN MAX MAXIMUM SCHED SCHEDULE 0 DIAMETER DS DOWNSPOUT M.B.S. METAL BUILDING SUPPLIER SC SOLID CORE - EQUAL DWG DRAWING MCT MARMOLEUM COMPOSITE TILE SF SQUARE FOOTAGE > GREATER THAN EA EACH MECH MECHANICAL SG SAFETY GLASS < LESS THAN ELEV ELEVATION, ELEVATOR MEZZ MEZZANINE SHT MEET NUMBER ELEC ELECTRICAL MTL METAL SIM SIMILAR % PERCENTAGE EJ EXPANSION JOINT MFG MANUFACTURING SPEC SPECIFICATION i PLUS/MINUS EQ EQUAL MFR MANUFACTURER SQ SQUARE R PLATE EXIST EXISTING MH MANHOLE SS STAINLESS STEEL, EJ EXPANSION JOINT MIN MINIMUM SANITARY SEWER ABBREVIATIONS: EXP EXPANSION MISC MISCELLANEOUS SID STANDARD A.B.E. AVERAGE BUILDING ELEVATION EXT EXTERIOR M.O. MASONRY OPENING STL STEEL. A/C AIR CONDITIONER F.C.I.C. FURNISH BY CONTRACTOR M.R. MOISTURE RESISTANT STRUCT STRUCTURE, STRUCTURAL ADJ ADJUSTABLE, ADJACENT INSTALL BY CONTRACTOR MTD MOUNTED SUSP SUMDEQ ADMIN ADMINISTRATION ID FDN FLOOR DRAIN FOUNDATION MTG NIC MOUNTING NOT IN CONTRACT SYS T SYSTEM TEMPERED, TREAD, TOP AFF ABOVE FINISH FLOOR FF FINISH FLOOR NOM NOMINAL T&B TOP & BOTTOM AFG ABOVE FINISH (MADE F.0.1.0. FURNISHED BY OWNER INSTALLED BY NTS NOT TO SCALE TEL TELEPHONE ALUM ALUMINUM OWNER OU ON CENTER TEMP TEMPERED ANOD APPROX ANODIZED APPROXIMATE FEC FIRE EXTINGUISHER CABINET O.H. OVERHEAD T&G TONGUE & GROOVE ALT ALTERNATE F.O.I.C. FURNISHED BY OWNER, OPP OPPOSITE TG TEMPERED GLASS ASR AUTOMATIC SPRINKLER RISER INSTALLED BY CONTRACTOR U/ OVER T.O. TYP TOP OF TYPICAL AVG AVERAGE FPHB FROST PROOF HOSE BIBB PERP PERPENDICULAR BFF BELOW FINISH FLOOR FRP FIBER REINFORCED PANES) PL PLATE, UTIL U.O.N. UTILITY UNLESS OTHERWISE NOTED BFG BELOW FINISH GRADE FTG FOOTING GAUGE P-LAM PLUMB PLASTIC LAMINATE PLUMBING VCT VINYL COMPOSITION TILE BD BLDG BOARD BUILDING GA GAI_V GALVANIZED PNL PANEL, PANELING VERT VERTICAL B/S BUILDING STANDARD GC GENERAL CONTRACTOR PROJ PROJECT, PROJECTED W/ WITH B.O. BOTTOM BE GLP GYPSUM LATH & PLASTER PRV PRESSURE REDUCING VALVE W/o WITHOUT BOT BOTTOM GWB GYPSUM WALLBOARD PT POINT W-MAT WALK OFF MAT H HIGH, HEIGHT QT QUARRY TILE WP WATERPROOF B.W CB BETWEEN CATCH BASIN HB HOSE BIBB QTR QUARTER WR WATER RESISTANT C.I. CAST IRON HM HOLLOW METAL R RADIUS WRB WATER RESISTANT BARRIER CIP CAST IN PLACE HORIZ HORIZONTAL RD ROOF DRAIN WT WEIGHT CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WWM WELDED WIRE MESH CONSTRUCTION JOINT HTR HEATER REC'D RECEIVED WWF WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT INSUL INSULATION REF REFRIGERATOR, REFERENCE Y.C. YARD DRAIN 1717 S. 341 ST PLACE FEDERAL WAY, WA 98003 PROJECT TEAM CLIENT/ TENANT: RESTORATION LIFE CHURCH 1717 S. 341ST PLACE FEDERAL WAY, WA 98003 PH: (206) PM CONTACT: FELICIA WILLIAMS email ARCHITECT: MAGELLAN ARCHITECTS 8383 158TH AVE NE, STE 280 REDMOND, WA 98052 PH: (425) 885-4300 FAX: (425) 885-4303 RECORD ARCH: PEDRO CASTRO PM CONTACT: CLOVER SCHULER clover®magellanorchitects.com SYMBOLS LEGEND REVISION NO. ROOM NAME (TITLE BLOCK SHOWS REV. DATE) ROOM NAMEk-_ROOM NAME INDICATES REVISED AREA ! ROOM NO. XXX S.F. E----ROOM AREA DETAIL NO. DESIGNATION FINISH SCHEDULE KEY SHEET THAT DETAIL IS SHOWN PL-1 X BLDG. SECTION NO. 01 EQUIP. SCHEDULE KEY SHEET THAT SECTION IS SHOWN CASEWORK OTL N0. XXX. SHEET NO. X WALL SECTION NO. SHEET THAT SECTION IS SHOWN WALL TYPE NO. # - - INSULATION KEY A INTERIOR ELEV. NO. WALL TYPE LETTER p X B(--- WALL ORIENTATION DATUM POINT SHEET THAT INTERIOR ELEV. IS C SHOWN +8'-0' A.F.F.<-- CEILING HEIGHT TRUE NORTH ACT CW� G FINISH CEILING TYPE N PROJECT NORTH 9.5 GRID DESIGNATION 1a SHEET KEY NOTE DOOR SCHEDULE KEY (CORRESP. TO 1/4:12 ROOF SLOPE AND DIREC110N KEY ROOM NO. WHERE DOOR OCCURS) 101A DOOR SUFFIX BREAK LINE SYMBOL 1� WINDOW SCHEDULE KEY MATCH LINE MATCH LINE REFERENCE SITE/ LOCATION PLAN AREA OF WORK 4TVIL .. �F __ fig*.• INFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. SITE PLAN FROM GOOGLE MAP 2018 N VICINITY MAP 91,717 s(luth 34'::; Plx: . PROJECT LOCATION Rilract9tlent�f't f} �i[an�34,'� 43;i#<,nic it (:Gf ie.rt PROJECT DATA LEGAL DESCRIPTION: KIT'S CORNER BUSINESS PARK PARCEL NUMBER: 390380-0020 JURISDICTION: CITY OF FEDERAL WAY ZONING: CE NAME PROPERTY NAME: DAWSON NORMA S YEAR BUILT/STORIES/BLDGS ON SITE: 1980, 1,1 OCCUPANCY GROUP CLASSIFICATION: A-3 ASSEMBLY (RELIGIOUS) CONSTRUCTION TYPE/CLASS: TYPE III-B, NON-SPRINKLERED SITE AREA. 54,901 SF (1.26 ACRES) &M AREA 4,40D SF REFER TO EGRESS/FLOOR PLAN, SHEET AOAO FOR EXITING INFORMATION. SHEET INDEX ARCHITECTURAL: AO.10 COVER SHEET AND VICINITY MAP AO.20 ICC/ANSI GENERAL CODE NOTES AO.30 ICC/ANSI GENERAL CODE DETAILS AO.4 EGRESS/FLOOR PLAN AO.5 SECTIONS & DETAILS A1.10 SITE PLAN SCOPE AND CODE SCOPE OF WORK SUMMARY: PROPOSED CHANGE OF OCCUPANCY FROM "B' TO 'A-3' ASSEMBLY/RELIGIOUS. 0do DESIGN CODES: 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2015 INTERNA1IONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FIRE CODE RECEIVED 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE APR 2 3 2018 2014 NATIONAL ELECTRICAL CODE GPLY OF FEDERAL WAY CITY OF FEDERAL WAY LOCAL CODES AND AMENDMENTtOM"TTY DI_VELOPMELYT' 2009 ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES REGISTERED ZofAH� _l ro A. de Magaihaes Castro STATE OF WASHINGTON N° ° vv or cc""0O6a) U a c c o aIzz c .06 N E .8O N O N C L N Q% 0_ O U T O N O_2 N a o °a o E c a U L N — Off- NT `ONO. 20ID OC NO N(nN 3 .O�n 0— 0O O C C C N °° c °= c N y ° c o N•� o o E L o .n N E .0-- 0 c° ? 3.� �;°�" c+� Om3 O N U N OTO— E.i+=O 'O C O 0) O+ N Q -007 E 0a,OE N'p L G C C }''o N O a_ 0) .0 >+ 0) V AI N C N C sV N (� O 0) L V N E O O_Gj'3 N x ° °" `N�OE wNE ° _ ,r 0- C C Ca,,, O N N N C t0 T pirN+aN+�"O O-O7---OLr.1 OL a L:E !E O ° 0 TU ` W•— i O—° i N O L N U ."C.+ y O 7 7 O ''00 O C)¢Q¢«Z o N i 3Q E aao 0 a- Ev cco"o -' N C)M U a-j U co (01 W � (Do M CC)oo�_... [-� �� v N�CQ x U (D E ca x ca o3UT Z70 c E co O Q W 00 T_ N rn M � j, 0�0 T U L.LF. =Z UQ W L LL D -- JU U z0 O 0 LL �- 0 M W00 C)0 LU U Q 0 0 Il > ZC/) Q V! � M Q W = �W LU U �U- REVISIONS NO. DATE BY A 0 A 0 A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 4/12/18 CAD FILE: 18-018_AO1 JOB NUMBER: 18-018 CHECKED: CS DRAWN: KJ STATUS: PERMIT COVER SHEET & VICINITY MAP A0010 I I I I_ 36" DOOR WITH PANIC HARDWARE rm _7l p i E T n ; �, CIRCULATION AREA --- - ---- ----- ADA ODIUM, -----=-- ---- SEC N i CIRCULATI AREA I ~ 110D x C W 44 S.F. (3 OCC.) EXISTING DEMISING WALL TO BE MODIFIED FOR A 2-HR RATED WALL PER DETAIL 1 /AO.5. o l O SA PODIUM �- 110B 375 SF/15 = 25 OCC.LLj PODIUM IS 9" HIGH. z0 oA P= �o'I ' J r'F Gip !" r` C-) I f �; fFzrfif / �f r F r f° SANCTUARY 110 I , 883 SF/5 — 17.7 OCC. (NON- AIRS) r J NEW ADA RAMP 110C � ,> i LINE OF EXISTING PLATFORM \ 44" c0 CV 2 OPPS '�' `' r CIRCULATION AREA / 0.5 9'-0" RAMP craDPCC PI AN milli SCALE: 1 /4" EXTERIOR PUBLIC WAY 36" DOOR WITH --� PANIC HARDWARE x ENTRY 100 196 SF/15 = 13 OCC. CIRCULATION AREA 36" DOOR WITH PANIC HARDWARE EXIT OFFICE 101 98 SF/100 = 1 OCC. IIA XIT I CIRCULATION AREA I i SERVER RM 109 NON —OCCUPIED ME - EXIT EXIT �'9 TgNC F'0�FQ��� CIRCULATION AREA FD %01 3'-0" SIDEWALK AND STRIPPED WALKWAY ARE -- LEVEL AT TRANSITION. EXISTING ADA PARKING STALL SIGNAGE 36" DOOR WITH PANIC HARDWARE 23'-5" OFFICE CONFERENCE 103 102 168 SF/100 = 2 OCC. 252 SF/15 = 17 OCC. ■ ■ EXISTING DEMISING WALL TO ■ BE MODIFIED FOR A 2-HR RATED WALL PER DETAIL 1 /AO.5. ■ ■ EXIT ■ 19/q OF CIRCULATION AREA ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ `SOgc ■ F� ■ 136 - _-_---_------_----- 361_$11 41��1! F-r�TS KITCHEN EXISTING DEMISING WALL TO F,o 105 BE MODIFIED FOR A 2 HR q�q�oNo/ 186 SF/200 = 1 OCC. RATED WALL PER DETAIL STq 1 /A0.5. ■ Nre ■ FEC �i 3'-6" TYP. 3'-6" TYP. { -------------- tz X 1 SOUND BOOTH uj �d 110A J1, 88 100 = 1 OCC. i XIT (2) 36" DOOR WITH PANIC HARDWARE FIRE ALARM CONTROLRM 108 NON —OCCUPIED �FQ���Fo ■ SUNDAY SCHOOL ■ oeo' CLASSROOM ■ 104 � MENS /N 377 SF/35 = 11 OCC. ■ TESTROOM 106 NON —OCCUPIED WOMENS RESTROOM NON —OCCUPIED 36" DOOR WITH PANIC HARDWARE ■ CITY COMMENTS 7855 REGISTERED THERE ARE NO N-TERA¶ONS BEING MADE IN THE BUILDING. THIS PERMIT IS TO PROPOSE CHANGE OF LZZPedd,oA. OCCUPANCY ONLY. haes Castro OFCONSTRUCTION - EXISTING BUIIILDIBGCIS�ST uC¶ CONSTRUCTION' PER IBC TABLE 508• ,HINGTON THE USE OF A-3 IS ALLOWED N TYPE I SCAB SITE PLAN - SEE SHEET A1.10 3. SCALED FI_OM PLAN -SEE SHEET A0.4. 4. COMPLIANT EGRESS PLAN PER IBC 107.2.3 -SEE EGRESS PLAN, THIS SHEET. EGRESS PLAN ,.,�......____--° N N O V 41 W� O O L�� O L COWL ES WITH SECTION 107.2.3 OF THE IBC. U _ _ E - a� W N SHEET ADA. a� o 2 o E 0. -,, .— 0 ��° EACH ROOM AND USE - SEE EGRESS/FLOOR PLAN a ° N � � ° 5. I11FY/ LABEL �' " " a' ° _ E U N E✓ -O T O N G 2L O C O O N 6. *VIDE INFORMATION TO WHERE THE TODDLERS ARE LOCATED - N/A; THERE IS ONLY A SUNDAY N a� 3 � ` 0 , N r c o FOR SCHOOL AGE (5-10) CHILDREN PROVIDED. a o ° ° c IO()L CLASSROOM Y N o'` a - o o c o ¢ c— O O a ° a S o C �- O C O y •� OOR PLAN A0.40 & SITE PLAN SHEET A1.10 FOR a N E 3 o N 7 *CESSIBLE PARKING STALLS - SEE EGRESS/FL ADA T ° v ° ° 0 c ° p, O- to O +' __- N N O E CESSIBIE PARKING STALL LOCATI(kiS. THERE IS A TOTAL OF 57 PARKING SPACES AND 3 0 - ; � E T a o 3 0 a N � o a U PLIANT SPACES. L o ` ° ° _ ° ' E a o t ° z° ti o° N o a� a°i c c o c 8 ,{ $$IBLE ROUTE FROM PARKING TO THE PRIMARY FUNCTION AREA TO INCLUDE ACCESSIBLE a o . N 0 gCESS AND DRINKING FOUNTAIN -THERE IS AN ACCESSIBLE ROUTE FROM PARKING TO INSIDE THE o N L N � � o o ; a - ° c 0 o O U O E N E 0- UILDING. SEE THIS SHEET FOR COMPLIANCE. „-� 0, a ".200 U U O i ROWS PER IBC1029.9.1.4.2-9 ° �°'°"°���'� T L t a a.✓ V `O 0 0 T U U 0 .° 9. §ANCTUARY SEATING SHOWING THE REQUIRED SPACE BETWEEN _ i i .- O N o U ¢¢¢yzoa�L3¢Eaaopa PR AISLES HAVING SEATING ON BOTH SIDES THAT SERVE LESS THAN 14 SEATS; THE AISLES o - ° o PLY WITH THIS REQUIREMENT. 9.1. PER IBC 1029.9.1.5 - 3C FOR AISLES HAVING SEALING ON ONE SIDE; THE AISLES COMPLY o N �, E uj WITH THIS SECTION °O `" O o J rm N O M V 9.2. PER IBC 1029.6.1.4 - NO FIXED SEATING IN THE DACE; AISLE WIDTHS TO NOT BE REDO U 2 rn BELOW 42" W can o 0c) (01E-+ �' i 10. AISLE CATCHMENT AREAS PER 1029.9.2 - AISLE CATCHMENT AREAS COMPLY WITH THIS SEC110P1. CO ¢ DETAILS THAT DEMONSTRATE COMPLIANCE WITH IBC ROWS WITH THIS SECTION.mom U o � ca ai o z "- I) w 1111 1 1029.8 -PATHS THROUGH AISLES AN co o 12. CONSTRUCTION DETAILS SUCH AS NEW WALLS, STAGES, DOOR OPENINGS, PLUMBING FIXTURES - d 0 cc M E -ALL DOOR OPENINGS AND PLUMBING FIXTURES ARE EXISTING. > o -DEMISING WALLS Will NEED TO BE MODIFIED TO A 2-HR RATED ASSEMBLY FOR SEPARATION s u= O BEEN A-3 & B NON-SPRINKLERED PER IBC TABLE 508.4. SEE DETAIL 1/A0.5. u") L -9" PLATFORM WAS CONSTRUCTED BEFORE WE WERE ENGAGED M CARPETTHE CT. OORINGE DESTRUCTIVE c , TEN C14 Q INFORMED US IT WAS CONSTRUCTED (XIT OF WOOD FRAM o DEMOLITION WOULD NEED TO BE DONE TO PROMDE DETAILS OF THE EXISTING CONSTRUCTION. m U -CONSTRUCT NEW ADA RAMP AT EXISTING 9" PLATFORM. SEE DETAILS XX OXX Y PER CHAPTER 29 OF THE IBC 13. REQUIRED NUMBER PLUMBING STING RESTROObISURES BASED ON �COMPIYCSEE FIXTURE COUNT, THIS SHEET. AS AMENDED BY THE STATE 14. SHOW LOCATION OF EXIT LIGHTS AND EMERGENCY BACKUP ILLUMINATION - SEE EXIT LIGHTING, THIS SHEET. 15. THEMECHANICAL HERCHITECNuRAL DRAWINGS ANDFOR THE T9*1 COMPLIES VALL DES, REGULATIONS AND E PERFORMED AS DES'GN-BUILD THATRE REQUIREMENTS - THE REMMENTS. COORDINATES WITH THE AR'.. THE MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL ♦ , NECESSARY MECHANICAL PERMITS. v L L >- �0 zz nrn iaeucY I OAD Stl�IABYL V Q O(Y` TYPF AREA 18C FACTOR omui A 252 (A-3) SUNDAY SCHOOL 11 �y. CLASSROOM S.F. 35 17 LL (A-3) CONFERENCE 52 S.F. 15 266 S.F. 100 3 (B) OFFICE 3 (A-3) SANCTUARY 883 S.F. 5 177 (A-3) KITCHEN 186 S.F. 200 1 (A-3) PLATFORM/ADA AREA 459 S.F. 15 31 O (A 3) ENTRY 196 S.F. 15 13 TOTAL OCC. REQUIRED: 253 O EXIT DOOR WIDTH = 36"/ 0.2 = 180 OCCUPANT CAPACITY LL EXIT DOOR WIDTH = 72"/ 0.2 = 360 OCCUPANT CAPACITY ch Q o 0 ee"���BLE � 1017.2: L.y U Q MUM 0 (D A-3 200 0 z Q COMMON PATH OF TRAVEL PER IBC TABLE 1006.2.1: (n <( coQ V♦ (6 w 75'-OM TYPE 0" 36'-8" W = W A-3 a MINIMUM DISTANCE BETWEEN EXITS ARE GREATER THAN 1/2 DIAGONAL DISTANCE OF U ui AREA SERVED FIXTURE COUNT REVISIONS N0. DATE BY w uc FlXNRE CALt�11.A1110NS Al PLUMBING CODE: A-3 (ASSEMBLY) 0 PER IBC WASHINGTON AMENDMENT TABLE 2902.1; N0.4 & I.P.0 0 CODE CAI IL AMM 4 (`L 253 OCCUPANTS 0 253 OCC./2 = 126.5 MEN & 126.5 WOMEN 6 ISSUE DATES MALE WATER CLOSETS: 1 PER 150 1 2+1 URINAL DESIGN APPROVAL: WOMEN'S WATER CLOSETS: 1 PER 15 2 3 MALE LAVATORY FIXTURES: 1 PER 200 1 2 PERMIT SUBMITTAL: WOMEN'S LAVATORY FIXTURES: 1 PER 200 1 2 PERMIT RECEIVED: DRINKING FOUNTAINS: 1 FOR FIRST 2 2 HIAO BID DOCS: 150, THEN 1 FOR EA. 500 ADDITIONAL CONSTR. DOCS: EGRESSLEGEND 24"x36" SCALE: AS NOTE PLOT DATE: 4/12, 4 EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED 18-018-A PATH CAD FILE: JOB NUMBER: 18-1 FIRE PULL LOCA1IONS CHECKED: FEC FIRE EXTINGUISHER LOCATIONS DRAWN: E EXIT SIGNAGE STATUS: PER EMERGENCY EXIT LIGHTING WITH BATTERY BACK UP EXIT AND INTEGRATED EGRESS LIGHTING HAVING AN EGRESS/FLOOR PLAN INTENSITY OF NOT LESS THAN 5 FOOT-CANDLES (54 LUX) AND PROVIDES CONTINUOUS ILLUMINATION OF NOT LESS THAN 90 MINUTES, IN CASE OF PRIMARY POWER LOSS. A004 XX ACTUAL OCCUPANT LOAD XXX OCCUPANT CAPACITY OCCUPANT SUMMARY 7855 BUSINESS NAME Sun Mon Tue Wed Thur Fri Sat Notes Wine &Canvas (1100 sf) Closed -Schedule varies wee o week, no standard hour4— Challenger Sports ( 2200 sf.) Closed 8AM - 513M 8AM - 5PM 8AM - 513M 8AM- 5PM 8AM - 513M Closed Margarita Cosmetics (110Q sf) Closed 6PM - 8:30PM 6PM - 8:30PM Closed Closed Closed 10AM - 1PM Restoration Life Church (4400 8:30am - 8pm Closed 10AM-213M 10am-2pm / 10AM-2PM Closed 11AM - 2PM 6PM-9PM �. Divine Resources (2200 sf) Closed 7AM-10:30PM 7AM-10:30PM 7AM-10:30PM 7AM-10:30P 9AM - 4PM 7:30AM - 9:30PM Old Tree Dental (1100 sf) Closed 8AM - 5PM 8AM - 5PM 8AM - 513M 8AM - 5PM 8AM - 5PM Closed Advanced Qual-Tech 1100 sf Closed 8AM - 5PM 8AM - 5PM 8AM-5PM 8AM - 5PM 8AM - ARCHITECTURAL SITE PLAN EXISTING PARKING: STANDARD SPACES (8'-6" X 18'-6") = 54 STALLS HANDICAP SPACES (9' X 19') = 3 STALLS TOTAL STALLS PROVIDED: 57 STALLS LEGEND REGISTERED Af�C� IT e "o A. de Magalhaes Castro I STATE OF WASHINGTON V cj -� C C Q) Q) Q) v- a) o ot.cs OF d .floaoi °'�O' N a o0 1E2Q)2-E a>,mom. O O C C O O O p r V p Q 1] cn aL3 c 0- OLC C aEn"Fo N N O L �. Q _ V N U O N T O V p O w 7 O � � oa= E�2°3opQ>scaE F' fl.� pOL• to p o > i o O a) N >'- �> N E O 0-6 '3 .. z3 v CO -0 a) _j O O U QU ai vOi -v0a- V-- N N O - O a-N p 0— C U O w O U O E _C O O U 6�+O' N N U O N L U i U) U OU W p C -O i U Q¢Qz o ;U3Q E no- 'o_00 a OR C/] O N Ch E J rm 64 OO LO O O � CD m U d U _rnQ0 O U •v LO '0 0 Cll C CU Q W U CU O � mx o CD d co c o o E mi U 1= L6 0 O 00 00 CID Ch co Q � H v° U ry y— U Z UQ W a. -U �U Z O �® Q00 CY) C:) 0 C, W W0) � Q O rrtn� V �� �} ZU) a cl)QM < U W TLL REVISIONS NO. DATE BY A .2 /3 � A4 A5 L6 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: ill = 30' PLOT DATE: 4/12/18 CAD FILE: 18-018_A10 JOB NUMBER: 18-018 CHECKED: CS DRAWN: KJ STATUS: PERMIT 0 10 20 4n ® STANDARD PARKING SPACES OH.HANDICAP PARKING SPACES C. ARCHITECTURAL SITE PLAN & PARKING PLANS A1010 FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303): GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL COMPLY WITH ICC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T-SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TO CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH = THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH 1S PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS NTH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE 'PROVIDED "WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS -(ICC/ANSI SEC_ 309): HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. ACCESSIBLE ROUTES (ICC/ANSI SEC. 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. RECESSED DOORS. WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL. CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLNG OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND 'HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION LITES: DOORS AND SIDEUTES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDNG LENGTH SHALL BE 60 INCHES MIN CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.3. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL. LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., WITH A CLEAR WIDTH AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT -THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC/ANSI SEC. 502): VEHICLE SPACE SIZE: ACCESSIBLE CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. CAR AND VAN PARKING SPACES SHALL BE 96 INCHES MIN. WIDTH. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WIDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC/ANSI SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL-UP SPACE 96 INCHES MIN. WIDTH AND 20 FEET MIN. LENGTH. ACCESS AISLES;ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS ([CC/ANSI SEC. 504): TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC/ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. HANDRAILS (ICC/ANSI SEC. 505): LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS, PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE. HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR INOSINGS AND RAMP SURFACES. CLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDITIONAL PROJECTIONEXCEPTIONS. HA RAILS AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM SHALL BE FREE OF HORIZONTAL C ND , ANY SHARP OR ABRASIVE El EMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1-1 4 INCH MIN. AND 2 INCHES MAX. C ON U / NON -CIRCULAR CROSS SECTIONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1 f 4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES MAX. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. DRINKING FOUNTAINS (ICC/ANSI SEC. 602): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE. WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS FOR WHEELCHAIR ACCESSIBILITY SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38 INCHES MIN. AND 43 INCHES MAX. ABOVE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): WHEELCHAIR TURNING SPACE. A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A "T" SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED. DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE. ROOM IS FOR INDIVIDUAL USE AND A V X 48"CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND -OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC/ANSI SEC11ON 309. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTER LINE OF THE WATER CLOSET A MIN. OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. DISPENSERS: DISPENSERS SHALL COMPLY WITH SECTION 309.4 AND 609.3. WHERE THE DISPENSER IS LOCATED ABOVE THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 36 INCHES MAX FROM THE REAR WALL. WHERE A DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF A DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 42 INCHES MAX. FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX ABOVE THE FLOOR OR GROUND. URINALS (ICC/ANSI SEC. 605): HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE WITH THE RIM AT 17 INCHES MAX. ABOVE THE FLOOR OR GROUND. WALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE WALL. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE m 00 I co PROVIDED. TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICC/ANSI SEC. 604): WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 INCHES WIDE. WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PARTITION. THE WATER CLOSET SHALL BE CENTERED IN THE COMPARTMENT. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS SHALL COMPLY WITH ICC/ANSI SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL BE SELF -CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. TOE CLEARANCE: IN WHEELCHAIR ELCH IR ACCESSIBLE COMPARTMENTS THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MIN. ABOVE THE FLOOR AND EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL -HUNG WATER CLOSET OR 65 INCHES DEEP WITH A FLOOR -MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. LAVATORIES AND SINKS (ICC/ANSI SEC. 606): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC/ANSI SECTION 309. HAND -OPERATED, SELF -CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. GRAB BARS (ICC/ANSI SEC. 609): SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS -SECTIONS: GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX., AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLA11ON: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 703 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. EXCEP11ON: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RA110 BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL COMPLY WITH SECTION 703.4, AND IS TO BE USED WHEREVER BRAILLE IS REQUIRED. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 309. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME -CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WITH A RANGE THAT PROVIDES 12 DB OF GAIN -MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AID COMPATIBLE. TTY: WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. 4" MAX. CLR WIDTH . ANY DISTANCE PROTRUDING OBJECTS CO w m 0 c I V 0 z 1'-6" ACCESSIBLE SIGNAGE LOCATION SCALE: 1/2" = 1'-0" ICC/ANSI CHAP. 7 f 10" I 2'-6" , Uj Q = I W 0 N P"KQ 1 - / /Hn i/'%', . '/i , 10" I 2'-6" REACH RANGES 2'-0" MAX. DEPTH FOR MIN. CLEARANCE to 2'-8" MIN. 11 �/ -1 7 ///, �/ IV, T / p �///' / �' 3'-0" MIN. SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 308 pass REGISTERED z Iwo f Pedro A. de Magaihaes Castro STATE OF WASHINGTON U ya"o-aviw�cca�a�a�oa� J •'' U tl 'T N N a N 7 N 1Q O N 0 I_ O TO,N C y 0 0 6 to -°ern a 0fn��N °L:«,U 4 n°' ° a° ° o E y c a�'n VO 0- , O- N N N Si Q -o ) oC N3 -cQa�6N��6 o0 v �° `��cEo03>3 ay 1�5- -2 .0) 0- o''-o -°°E°U3 5 sO`o3vaN" OaU IO c °c - Oa - O UBN O ON O_N CT a =N 41 CO" O>-5 ° OhoNL� -p xL3 ONUoNJ0UU o.0on.o - o�u.-.,0 v,o-EE 92t U O N�N� C aN i C•° U�TO°oL 0 ¢¢`¢`rzo-&) 2'i< E aa a I. OO O 0 rm F-+ - c> N O C` U d m`tnU U ml W 0 c V .2 cn o 0o a3 0 L r ` U � cu _E N " 0) co��Q - U o� c ca° � z t'- m (Di ca � o 0 E ii cc E m " QW�Io -= oo UU Cal LO G3 :� N m c m d c00 N o ao I_ 0 2 U ry U W LL I LL 0 M 0 0 00 Ill rn U Q> J °- >= I- Q 03: "t J M d ('6 w I` W ti W LL REVISIONS NO. DATE BY 0 A 0 0 a ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 4/12/18 CAD FILE: 18-018 AO2 JOB NUMBER: 18-018 CHECKED: CS DRAWN: KJ STATUS: PERMIT ICC A117.1-2009 GENERAL CODE NOTES & DETAILS A0020 CURB RAMPS (ICC/ANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 7855 REGISTERED A H� I.C.C. 404 DOORS AND DOORWAYS: FRONT APPROACH - PUSH AND PULL SIDES LATCH APPROACH - PUSH SIDE HINGE APPROACH - PULL SIDE LATCH APPROACH - PULL SIDE HINGE APPROACH -PUSH SIDE Pedro A. deMagalhaesCastro STATE OF WASHINGTON 404.1 GENERAL DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY IMTH SECTION 404. APPROACH CLEAR] 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF B LOM SECTION 404.2 I SPACE ( FLOOR CLEAR CLEAR SPACE FLOOR CLEAR 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS F FLOOR SPACE FLU 404.2.2 AND 404.2.3 SPACE O O C L L w SPACE APPROACH I APPROACH V ii- �- a Tv- V O Q N O8 O Oi p c0 LL N C C �-'V-.++. J ++..+ VOTN°a N 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING APPROACH I I I I I " I APPROACH U) N IV a T ° N N DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS 1 g 2'-0 3 -6 2' 0' I 22 MIN• 0 o O L O ° o c a WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS MIN. ° v ' ' a 0 c 0 0 to a 3 °� rn.... > , a �, a� c o INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND � " , g c_ ° a c c 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. Q c- ° 'o a3 m o 0 0° c i, ° c o ° t EXCEPTIONS. CLEAR C � O NOLOM3 O-.+(d O�-E c: p 'O TO �•3� a�� aE 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR FLOOR SPACE X s o c o.o ° F a o c° o >° 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE N 0) � N c E a ° ci 3 3 O N O STOP. o CLEAR70 0 O J 0- 0° Q, V d- FLOOR �o� ._. oo0° ao"c°o 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL APPROACH ( SPACE I u - a a a r ° ° 0 COMPLY WITH SECTION 302 1_ L N N L 0 00c on NOTE Y= 3'-6' MIN.; Y=4'-0" MIN. IF DOOR i N ° ° c ow O L a Q°, =• 0° 3 3 00 U 3 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX IN HEIGHT. RAISED THRESHOLDS AND CHANGES I o HASACLOSER; CO) aaa�zo0L3aEaa°oa IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. NOTE: X = 1'-0' (MIN.) IF DOOR HAS BOTH A NOTE: Y= 3'-6' MIN.; Y=4'-0" MIN. IF DOOR APPROACH NOTE: Y= 4'-0' MIN.; Y=4'-6' MIN. IF DOOR HAS X = 12' MIN. IF BOTH CLOSER AND LATCH ARE CLOSER AND A LATCH HAS A CLOSER 4/ A CLOSER PROVIDED 3'-D" I [-4 N O M V a a rm 00 a a U LO O O N O W Cn O 00 � O ( i to f✓ Lf) V a x N = : c Q EU O� m 8 o Q)l I: N0MNEUVERING CLEARANCES AT MANUAL SWINGING DOORSIMz `� ��oo E MCD � Dn!scl = ICC/ANSI SEC. 404 ALE: 3/8 1 -0 o (01 u") N o co 60" CLEAR MIN. 60" CLEAR MIN. 60" CLEAR MIN. a 00 F- U MAT EDGING TRANSITION 1 5/8° 1,, 2 00 11 INSULATE HOT WATER PIPES AND (MANNINGTON 425) DRAIN TO PREVENT CONTACT N ,< (I I{ I I I ( I I I I{ LINE OF REQUIRED Q CLEARANCE \ MIRROR 1'-5" TO 1'-7" EQUIPMENT PERMITTED IN SHADED AREA CONCRETE TO WALKOFF MAT 'CERCO T' TRAN91ON (MANNINGT(O 1 1/2' 360}\L z =R X U Z Z IIIII{1IIlIIIIIlII z �, N M M (� I �- PINLESS METAL TRACK (MANNINGTON 980) CONCRETE TO RUBBER MAT Z � / ly- =z 4' \ KNEE CLEARANCE 8" MIN. 6" MAX. TOE CLEARANCE'4t , 71 \ KNEE CLEARANCE 8" MIN. 6" MAX. TOE CLEARANCE V Q c RUBBER RAMP TRANSITION (MANNINGTON \ \ --� / / 1'-5' MIN. DEPTH 2'-0" MAX. W U. 1'-5" MIN. 1'-5" TO 1'-7" 7:� CONCRETE TO RUBBER FLOOR U METAL STRIP Ll TRANSITION U 2 1/2' ( CLEAR z FLOOR Z z FLOOR SPACE o Q A �E SPACE a `� NC14 U. -I a o a Q CONCRETE TO TILE Q 0 01) 'SUPER IMPERIAL REDUCER' TRANSITION MIN. 1'-7" MAX. ry w U Q 6' (MANNINGTON 705) 1 15/14'-0 MIN. X CL CLEARANCE AT TWO DOORS IN SERIES LAVATORY CLEARANCES DRINKING FOUNTAIN CLEARANCES I- Z SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 404 SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 W T cn CC CONCRETE TO CARPET ' ♦� 0 LL 'UNDERSLUG REDUCER' TRANSITION (MANNINGTON v 735) 1 5/8' REVISIONS FINISH FLOOR LEVEL NO. DATE BY THRESHOLD Al CONCRETE TO COMPOSITE TILE (MCT) FLOOR FINISH 'SUPER 2' T' TRANSITION (MANNINGTON 935) Q Q 3 2' ~ 4 o' LLJ PINLESS METAL TRACK (MANNINGTON/ ISSUE DATES 980) CARPET TO RUBBER DESIGN APPROVAL: PERMIT SUBMITTAL: 'TILE CARPET JOINER' TRANSITION 2 Q 1 Q PERMIT RECEIVED: X (MANNINGTON 150) 1 BID DOCS: Q CV CONSTR. DOCS: M COMPOSITE TILE (MCT) TO CARPET 24"x36" SCALE: AS NOTED PLOT 'CERCO EDGE 1" TRANSITION 1 1/2' NOTE CAD FILE: 18-0181 A02 /18 (MANNINGTON 150) INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE JOB NUMBER: 18-018 THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE CHECKED: CS BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. DRAWN: KJ FINLESS METAL TRACK (MANNINGT()rll STATUS: PERMIT 980) TILE TO RUBBER FLOOR ICC A117.1-2009 GENERAL CODE DETAILS FLOORING TRANSITIONS THRESHOLDS g SCALE: 1'-0" = 1'-0" FOR REFERENCE 10 SCALE: 6" = 1'-0" ICC/ANSI SECTION 302 & 303 AOm3O 7855 UL U408 2 HOUR PARTITION GA WP 1946 1� CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION -PROTECTED BOTTOM OF STRUC STEEL, MIN. WIDTH TO ACCOMMODATE FIRE RATED SEALANT STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH ALL PENETRATIONS TO FASTENERS 24" OC. MAX. HAVE FIRE CAULKING OR FIRE DAMPERS AS O CHANNEL SHAPED, CORROSION -PROTECTED NECESSARY. NO VERTICAL STEEL, MIN WIDTH 2-1/2' 20GA (33 MILS), PENETRATIONS OCCUR MIN 1-1/4' FLANGES AND 1/4" RETURN, IN NEW CONSTRUCTION SPACED 16" OC. STUDS TO BE CUT 3/8' TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX SLOTTED LONG LEG HEIGHT 12'-10" TOP TRACK SYSTEM, SUCH AS STEELER INC O MINERAL WOOL BATTS OR GLASSFIBER WITH DFT DEFLECTION UL CLASSIFICATION MARKINGFRICTION FITTED TRACK O BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1-1/2". 4� GYPSUM PANELS WITH BEVELED, SQUARE CEILING AS OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS SCHEDULED CENTERED OVER STUDS AND STAGGERED _--------- ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED INSULATION WHERE NOTED O 3 ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. WALL TYPE: HORIZONTAL EDGE JOINTS AND HORIZONTAL O BUTT JOINTS IN ADJACENT (MULTI -LAYERED SYSTEMS) STAGGERED A MIN OF 12'. VERIFY EXISTING LAYER ON ADJACENT TENANT SIDE IS TYPE 'X' 5/8' THICK. TENANT SIDE PROVIDE THREE LAYERS TYPE 'X' 5/8' THICK IN TENANT SPACE. O TYPE S OR S-12 #6 STEEL SCREWS USED O O © TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE JOINT COMPOUND LAYER SYSTEMS: 1' LONG FOR 1/2" AND 5/8" PANELS OR 1-1/4" LONG FOR 3/4' THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12' OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. © VINYL OR CASON, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO O JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, BOTTOM TRACK, EMBEDDED IN FIRST LAYER OF COMPOUND WITH POWER DRIVEN OVER ALL JOINTS OF OUTER LAYER ATTACHMENT. PANELS. PAPER TAPE AND JOINT TOP TRACK SIMILAR COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. FIRE RATED SEALANT WHEN USED IN AN EXISTING ASSEMBLY CONCRETE SLAB CONTRACTOR MAY MODIFY DETAIL TO EXISTING CONDITIONS AS LONG AS THE RATING IS MAINTAINED. 2 HR. RATED PARTITION DETAIL SCALE:3" 1'-0" STING 9" PLATFORM 16" O.C. MAX. w Q � \ Q Q 4 Q Q PROVIDE NERVASTRAL (OR EQUAL) MOISTURE BARRIER BTW CONC. AND UNTREATED LUMBER FINISH FLOOR NOT p OWN FOR CLARITY Q� — 2x SLEEPERS @ 16" O.C. (MAX) o/ P.T. PLYWD NAILERS w/ POWDER ACTUATED FASTENERS TO SLAB [ALT: PROVIDE NERVASTRAL OR EQUAL MOISTURE BARRIER BTW SLAB AND NAILERS IF TREATED PLYWD IS NOT USED] �a A RAMP SECTION DETAIL 1-1/2" = 1'-0" FA 0 BLOCKIING @HANDRAIL POINTS, TYP. RAMP HANDRAIL ELEVATION SCALE: 1 " = 1'-0" 3/4" T&G PLYWD RAMP PER PLANS (1:12 MAX. SLOPE; 6" MAX. RISE) ALUMINUM RAMP THRESHOLD Q Q a 4 EXISTING SLAB ON GRADE FLOOR 0 0 REGISTERED I ZAH� ,o A. de Magalhaes Castro STATE OF WASHINGTON ° o o� ° J U ° •T a) a) °' N .QOQ oEO�,°NO NOOa)°� p Qaa) `°av°0E�caa.o (fi a23 aDa—>Y am Qc6p N p a 3r.2 o N c o EaL0' co c. 6) p..J N TO °.•' p O O'0N p p "O U 7 ° u- p •" � a E>` �aE r 0 LO C C C C_ O U r a UTNZtEwNco 'p to V .0 a) C +• L ° C ON j�.� N : 00-63: .• inO L��oiccc pvpC, 2a > ° aao 0 0 o°c °c °s Q L L .0 O O >, p i ffl .- U O _ N p O U ..- Nj, ° 7 O '° -3 U Q<<_ o a 3Q E nap o a [—� Lo N O M U � U .'�L64 W C � 0 cA o 0o Q? a �0 N: �¢ U o�- cu m co0 �' 0' <C ) ca 0 o o E � t` j Lo Q 00 o 00 0 O 00 ml Cc �— N p� M � `> CIO 00 00 F— REVISIONS NO. DATE BY Al A A A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 4/12/18 CAD FILE: 18-018 AO4 JOB NUMBER: 18-018 CHECKED: CS DRAWN: KJ STATUS: PERMIT EGRESS/FLOOR PLAN AOm5