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" ADULT RESTROOMS 8" MAX
<br />AREA OF " 60 " " L
<br />,, REtxtlf E_ 18 MAX CLEAR 37 MIN
<br />ELECTRICAL DUPLEX
<br />6"MIN 41" MIN
<br />...__ ._. z 52 MIN z
<br />E'_� _ _
<br />.�. 8 - n "
<br />A� 1 36" MIN 1 42 MI eo .
<br />iri not In
<br />m
<br />2" MIN/24" MIN
<br />O
<br />- CENTERLINE
<br />Figurero3,z>s Figuri17.03,4,.1: gure.:7ti3 9: Z 7"MIN TOILET CLEAR
<br />Fleigi,t aT i2aised Gharac in ai7a> file: haraci Abtsys i hisfi Fi it ri3r ►iin i. Pir grain Fes: - x 9 M 9 PAPER FLOOR "' O
<br />V.II
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<br />703.2.5 CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF M M z - - M M g SPACE o
<br />THE UPPERCASE LETTER "I".
<br />EXCEPTION: WHERE SEPARATE RAISED AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, RAISED CHARACTER HEIGHT SHALL BE PERMITTED TO BE % INCH (13 MM) MINIMUM. ( " - -
<br />�' � � ALIGN
<br />703.4 INSTALLATION HEIGHT AND LOCATION. SIGNS WITH I, I, KEEP BOXES TIGHT
<br />0 S G S H TACTILE CHARACTERS SHALL COMPLY WITH 703.4. BACK WALL SIDE WALL CLEAR FLOOR
<br />703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE
<br />SPACE AT WATER V.I.F.
<br />BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. , pull CLOSES NOTE: N A .
<br />EXCEPTION: TACTILE CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH 703.4.1. FIGURE 703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND MIRROR `co 1. KEEP OUTLETS AS CLOSE TOGETHER AS POSSIBLE. V.LF.
<br />n, i EXPOSED / \
<br />703.4.2 LOCATION. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ,. 9 .P� ,
<br />THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT PIPES SHALL % 2. ORIENT OUTLETS VERTICALLY. TYPICAL, UNO.
<br />ACTIVE LEAF, BE INSULATED I P A. U L S 0 N
<br />HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS OR CLEAR o
<br />CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED -. - - s-�- - 6" MAX FL00 Z �
<br />BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. 2' ) OTHERWIS z E CLEAR R
<br />EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. I PROTECTED SPACE \ / r c h c a S
<br />( y AGAINST o a, \ /
<br />TYPICAL OUTLET BOX PAIR
<br />Y � �
<br />703.5 VISUAL CHARACTERS. VISUAL CHARACTERS SHALL COMPLY WITH 703.5. CONTACT \ /
<br />703.5.6 HEIGHT FROM FINISH FLOOR OR GROUND. VISUAL CHARACTERS SHALL BE 40 INCHES (1015 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. `60"MINA �,0 F 0 5,
<br />-. .
<br />36
<br />EXCEPTION: VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH 703.5.6. _ __ ft� MIN. TURNING
<br />IN. DEPT CLEAR FLOOR SPACE
<br />,
<br />AT LAVATORY DIAMETER <
<br />SECTION THROUGH so
<br />" LAVATORY PROVIDE WOOD BLOCKING FOR •
<br />13.5 MIN. WALL CARRIER, TYPICAL ', 130
<br />2010 ADA STANDARD - ACCESSIBLE SIGNAGE L c D _ - �,���
<br />i , pull i
<br />RFD AR
<br />from
<br />o Sift, doorJ CLEAR z 06 5 OZ
<br />:_. _ _
<br />I FLOOR I _
<br />S Min � � � � ..... � � � T f SPACE 0° M � HC � �
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<br />M Roswell Ill
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<br />A t t
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<br />85-R Dill Street, Suite 200
<br />9 i t t Roswell. Georgia 30075
<br />c T I, m min
<br />STANDARD TOILET ROOM ACCESSIBILITY DETAILS � _ - - -
<br />13 I; 1
<br />I n it I a ( 30" MIN t 770.65D.7558 l Z70.650.75h9
<br />i` I 1 riii _ ) THESE DETAILS REPRESENT STANDARDS AS SHOWN AND -mail (nail architects@randallpaulson.com
<br />ACCEPTED BY THE AMERICAN DISABILITIES ACT (ADA, AND DRINKING FOUNTAINS SHALL COMPLY WITH 307 & 602 CLEAR FLOOR
<br />( CLEAR FLOOR SPACE DRINKING FOUNTAIN
<br />(Tt' , " ,,." �_ ANSI A117.1) AND SHOULD BE USED AS A GUIDE FOR THE SPACE COMPLYING WITH 305 AND KNEE & TOE COMPLYING WITH 306,
<br />max "17 25 25 max ) AT URINALTM�fo�
<br />1W - a� i 1 min ( l SCOPE AND TECHNICAL REQUIREMENTS FOR THIS REFER TO DETAIL ON THIS SHEET.
<br />�a)b o.} (5) l PROJECT.
<br />(a) ta)
<br />a€ .vsti0tt Projecting objects recessed Objects
<br />I
<br />pl�ti efevaion plan 1 )
<br />Those plans and specifications are to property of Aandall•Paolson Arcldtects,
<br />IF! ura.1909
<br />1=1$ure 3t.2 W Incorporated. These documents may not he copied, repreduced, used or
<br />Figure 31i6.3 crn + f iGfab Bars im I
<br />The �iearai�ce p ennmtod bl any way, in pad one whole, without the written consent of
<br />e Clearatit
<br />Wnge approach, pug We M ADA ACCE SS I B I L ITI E S GUIDELINES DRINKING FOUNTAIN gandail�anlsanArchikects;Incerporated. Aficommon law rights afcopyright are
<br />hereby specifically reserved:
<br />2010 ADA STANDARD - TOE: KNEE: GRAB BAR: CLEARANCES
<br />FLORIDA REGISTRATIONNA0003296
<br />Iw
<br />t i t NEW #3 BAR @ 16" O.C.
<br />1 t ilk CUT EXIST SLAB AS REQ STAGGER CONNECTION. EPDXY
<br />1 � j
<br />20 max . >20,25 r�a�r' S1 1-6 MAX
<br />t 5" MIN
<br />610 1as l R 12MIN
<br />"- NEW CONC SLAB ON IMUM INTO EXISTING
<br />TENANT
<br />. t RAT
<br />GRADE W/ 10 MIL VAPOR CONCRETE LAP BA
<br />l BARRIER OVER CLEAN ADD #3 CONT. HORZ BA
<br />COMPACTED SAND FILL CENTER NOTES:
<br />E Chi iV.. O LD
<br />CD �� BUILD -OUT
<br />T
<br />{ r :.
<br />�� 1. CONCRETE TO BE F'c= 3,000 PSI MIN. W/ 5"t1"SLUMP.
<br />'' E CONTINUOUS RPRIOR TO NEW oc3 CO UOUS BA M N ROUGHEN EXISTING R
<br />ct 2. EPDXY GROUT TO BE F'c= 5,000 PSI.
<br />1(l' y rax 10-24 max -
<br />Wfth h pull CONCRETE SURFACE.
<br />EXISTING SLAB ON FASTEN WITH BONDING 3. TOP OF NEW SLAB TO MATCH EXISTING.
<br />_ 10 max
<br />(a) (ti) 2s5
<br />(a) (b) _� l AGENT, TYP.
<br />.. .: _ - a 4. STEEL REINFORCING TO BE 60 KSI.
<br />i ° n, e•
<br />Fi 3Q&�.f Fygnre s.2. IF`igr1 3013,3;�! Figure 348 3.2 ----,� - - at
<br />Ut1tbiructtrd Sidrr R, °
<br />Un�bslfri F�tranrlr�ea>h ©I�tstru+rld High Forward Reach' ee +I�beitted Flgh 19ide ( l 5. NOTIFY ARCHITECT OF RECORD OF ANY DISCREPANCIES
<br />BEFORE COMMENCING THE WORK.
<br />t 1
<br />j 1 ( M 5" EMBE
<br />2010 ADA STANDARD - REACH RANGES REQUIREMENTS
<br />61.0
<br />60 min
<br />TYP. SLAB OPENING REPAIR DTL. ZEPHYRHILLS
<br />L_ 48 min J I
<br />•r i (� i _._.._ .-,-.....
<br />J48 Mtn 1
<br />r t 1
<br />. , fig;
<br />36 mfn I a 3t} min __�_ ' �---- t)0r
<br />&rs 1 7$a ----�
<br />12' min :r'Y 12 min 1 ...... 1 (a) (0) O.a. 60 min
<br />:305. - 305 L.,_,... ...._.,-.....,.I forward c7rcalle� 9t5 .. a5 i "
<br />3 5/8 16 GA DIAGONAL BRACE.
<br />Fi{ u re SU0.2 Figure �05.3 Figare .3Q S;5' Figur9'3Q6 i 1 Figure �ti5.7,2 � � � BOTH DIRECTIONS TO
<br />T in C.fearFIoor:orGrooundS Space :- I
<br />44pad: 7ltm 9. t o . Pa.. A.OSMOn of dear Floor or Ground Space Maneuvering. Clearance im.an /Alcove, Forward.Appinach maneuved a clearance in an:Alcove, Parallel Approach; STRUCTURE ABOVE for
<br />t i
<br />0
<br />I I 20 GA TOP TRACK
<br />0
<br />:_. !. '7
<br />2010 ADA STANDARD - TURNING, CLEAR FLOOR, AND GROUND SPACE -
<br />z
<br />0
<br />I_ 0 2 LAYERS OF 3/4" FIRE
<br />RETARDANT PLYWOOD FULL
<br />a HEIGHT 1000 LB OF OUTWARD
<br />PULL
<br />4 Mak 307.1 GENERAL. PROTRUDING OBJECTS SHALL COMPLY WITH 307. pSAM
<br />loci H 0 3 5/8" 20 GA STEEL STUDS 16"
<br />307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 MM) AND ap k O.C. TYP.
<br />NOT MORE THAN 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4
<br />INCHES (100 MM) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. Cr #12 PANHEAD STEEL SCREWS 12"
<br />EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 41/2 INCHES (115 MM) MAXIMUM. O.C.
<br />ADVISORY 307.2 PROTRUSION LIMITS. WHEN A CANE IS USED AND THE ELEMENT IS IN THE 4,04.2.4.1
<br />DETECTABLE RANGE, IT GIVES A PERSON SUFFICIENT TIME TO DETECT THE ELEMENT WITH THE ClearancesB PROVIDE 2" 20 GA STEEL STUDS
<br />CANE BEFORE THERE IS BODY CONTACT. ELEMENTS LOCATED ON CIRCULATION PATHS, o BLOCKING, SEE PLAN
<br />INCLUDING OPERABLE ELEMENTS, MUST COMPLY WITH REQUIREMENTS FOR PROTRUDING
<br />Al; - OBJECTS. FOR EXAMPLE, AWNINGS AND THEIR SUPPORTING STRUCTURES CANNOT REDUCE THE r
<br />MINIMUM REQUIRED VERTICAL CLEARANCE. SIMILARLY, CASEMENT WINDOWS, WHEN OPEN, 0
<br />r, CANNOT ENCROACH MORE THAN 4 INCHES (100 MM) INTO CIRCULATION PATHS ABOVE 27 INCHES
<br />n (685 MM). 20GA STEEL FLOOR TRACK U.S. HIGHWAY 301 & PRETTY
<br />2010 ADA STANDARD - DOOR APPROACH CLEARANCE POND ROAD,
<br />ZEPHYRHILLS, FLORIDA 33541
<br />FIGURE 307.2 SHOWS AN UPRIGHT PERSON WALKING AND USING A CANE DETECTING BARRIERS ALONG A
<br />DIAGRAM
<br />00ulre 3071 2 WALL. A WALL MOUNTED OBJECT, NOT LESS THAN 27 INCHES (685 MM) FROM THE FLOOR LEVEL,
<br />PROTRUDES 4 INCHES MAX. (100 MM) FROM THE WALL SURFACE, AND AN OBJECT OVERHEAD HAS A
<br />wiMA� arf Pfrxi~r�di�g objects RF,�F
<br />VERTICAL CLEARANCE THAT IS MORE THAN 80 INCHES (2030 MM).
<br />(2) 20 GAUGE 3 5/8' METAL P�" RTo Print Record
<br />STUDS NESTLED TOGETHER AWN
<br />20 GAUGE 3 5/8" METAL STUD AT 16"
<br />O.C. EXTEND AND ATTACH TO (2) LAYERS 3/4" PLYWOOD GLUED AND 14 JUNE 2021 ISSUED FOR PERMIT
<br />SCREWED FLUSH TO FACE OF STUDS (MUST
<br />STRUCTURE ABOVE. 18 GA 362S200 DIAGONAL BRACE SPAN CORNER TO CORNER)
<br />2010 ADA STANDARD - LIMITS OF PROTRUDING OBJECTS TO STRUCTURE ABOVE AT 16"
<br />2" X 6" BACKING ( FIRE RETARDANT AS O.C.
<br />REQUIRED) INSTALL AT ALL WALL HUNG
<br />CABINET LOCATIONS. SEE FLOOR PLAN AND 18 GA 362S200 METAL STUDS AT U)
<br />CABINET ELEVATIONS. 16" O.C. EXTEND & ATTACH TO 2X BLOCKING STUDS AS NEEDED
<br />STRUCTURE ABOVE. Q
<br />ALIGN 2 X 6 BACKING FLUSH WITH STUDS >
<br />NOTE:
<br />„ , „ 1. MILLWORK BACKING TO SUPPORT 250 LBS OF TORQUE WEIGHT. / 18 GA 362S200 METAL BOX TOP& BOTTOM OF STUD ATTACHED Revisions -
<br />1 - 4 1 - 4 2. FACE OF 2 X 6 BACKING TO BE FLUSH WITH STUDS. FRAME, AT 16" O.C. EXTEND & TO RUNNER TURNED 900 TO TOP &
<br />3. SEE FLOOR PLAN FOR EXACT LOCATIONS. ATTACH TO STRUCTURE ABOVE. BOTTOM RUNNER FOR EACH
<br />4. WOOD TO BE FIRE RETARDANT AS REQUIRED. PERPENDICULAR STUD
<br />TOP AND BOTTOM OF STUD ATTACHED 20 GAUGE 3 5/8"METAL STUD / SGL GANG BOX FOR POWER (SEE SHCEDULE)
<br />TO RUNNER TURNED 90 DEGREES TO AT 16" O.C. EXTEND AND 1' - 4" 1' - 4" 18 GA 362S200 METAL STUDS NESTED
<br />TOP AND BOTTOM RUNNER FOR EACH ATTACH TO STRUCTURE (2) LAYERS 3/4" PLY FLUSH WITH TOGETHER SGL GANG BOX FOR DATA (SEE SHCEDULE)
<br />PERPENDICULAR STUD. ABOVE. / STUDS FROM FINISHED FLOOR 2'-0"-
<br />6-0". EACH LAYER TO BE 18 GA 362S200 METAL STUDS AT 16" SGL GANG BOX FOR OPT 2 POWER (SEE
<br />(2) 20 GAUGE 3 5/8" METAL MECHANICALLY ATTACHED AT 12" O.C. O.C. EXTENDED & ATTACHED TO io SHCEDULE)
<br />STUDS NESTLED TOGETHER (2) STANDARD 2" X 4" 20 GAUGE 3 5/8" METAL STUD AT 16" WITH #12 BY 2" LONG SELF TAPPING STRUCTURE ABOVE
<br />ROUGH IN BOXES. SEE O.C. EXTEND AND ATTACH TO PAN HEAD SCREWS SGL GANG BOX FOR OPT 2 DATA (SEE
<br />20 GAUGE 3 5/8" METAL STUD AT 16" SHCEDULE)
<br />O.C. EXTEND AND ATTACH TO CD
<br />ELECTRICAL DRAWINGS STRUCTURE ABOVE.
<br />STRUCTURE ABOVE. FOR LOCATION. 2" X 6" BACKING (FIRE RETARDANT AS
<br />2 LAYERS 3/4" PLYWOOD WITH REQUIRED) INSTALL AT ALL WALL HUNG 2 LAYERS 3/4" PLY FLUSH WITH STUDS
<br />STUDS FROM 48" TO 96" INCHES 2 LAYERS 3/4" FIRE CABINET LOCATIONS. SEE FLOOR PLAN AND FROM FINISHED FLOOR 2'-0" - 6'-0". PROVIDE 18 GA 362S200
<br />HIGH. TREATED PLYWOOD CABINET ELEVATIONS. EACH LAYER TO BE MECHANICALLY
<br />WITH STUDS FROM 48" STEEL STUDS BLOCKING, SEE Date Project No.
<br />ATTACHED AT 12" O.C. WITH #12 BY 2"
<br />NOTE: TO 108" INCHES HIGH. LONG SELF TAPPING PAN HEAD PLAN' 14 JUNE 2021 2021217.00
<br />1. EQUIPMENT BACKING TO SUPPORT 250 LBS OF TORQUE WEIGHT. SCREWS 3 5/8" 20 GA STEEL
<br />- 2. FACE OF PLYWOOD TO BE FLUSH WITH STUDS. NOTES: STUDS 16"O.C. TYP. Sheet Title
<br />3. SEE FLOOR PLAN FOR EXACT LOCATIONS. 1. FACE OF PLYWOOD TO BE FLUSH WITH STUDS. GENERAL NOTES,
<br />4. WOOD TO BE FIRE RETARDANT AS REQUIRED. 2. SEE FLOOR PLAN FOR LOCATIONS. G.C. TO COORDINATE FINAL BLOCKING LOCATIONS WITH ACCESSIBILITY REQUIREMENTS,
<br />EQUIPMENT PROVIDER PRIOR TO ORDER AND INSTALLATION.
<br />3. WOOD TO BE FIRE RETARDANT IF REQUIRED. GENERAL DETAILS
<br />4. THE WALL MOUNTING HARDWARE MUST BE SUFFICIENT TO WITHSTAND A 100 POUND (45KG) (2) LAYERS 3/4" PLYWOOD Sheet No.
<br />SHEAR LOAD AND A 450 POUND (250KG) WITH DRAWAL FORCE AT EACH OF THE FOUR (o GLUED AND SCREWED
<br />9 X 75MM) LAG SCREWS. FLUSH TO FACE OF STUDS
<br />Am003
<br />TV/ MONITOR BLOCKING ■Released for Construction
<br />(COMPUTER WORKSTATION BLOCKING, SIM.) WALL HUNG CABINET BACKING X-RAY BLOCKING PANORAMIC X-RAY SUPPORT ❑Not Released for Construction
<br />I �
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