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54" MIN. 36" MIN.
<br /> O O 42" MIN. GRAB BA BRACING OPTIONS
<br /> 12" MAX. CL
<br /> GRAB BAR 1. VERTICAL BRACED-FLOOR TO
<br /> 24" MIN.
<br /> 17"-18" STRUCTURE ABOVE W/2-3 5/8"
<br /> WOMEN MEN 12" 24" METAL STUDS UP TO 24'
<br /> RAISED �„`° °°ss° °°° 7"-9�� MIDDLE OF MIDDLE OF MIN MIN. NOTCH CEILING TILE
<br /> 0 GRAB BAR GRAB BAR 2. DIAGONAL BRACED-WALL TO WHERE BRACING OCCURS
<br /> TITLE 24 SIGN SA SIGN FRAMING ABOVE W/ AftrMns
<br /> ALL DISPENSERS
<br /> EQUIPMENT OR CASEWORK O O
<br /> 40" MAX. TO z_ ro C.0 TRANSFER 1-3 5/8" METAL STUD UP TO 6' OR 2-3 - -
<br /> HIGHEST T 5/8" METAL STUD "T" UP TO 14' OR 2-6"
<br /> SEALANT, CONT. _ n� OPERABLE PART a� 17%19" co M _ SIDE METAL STUD"T" UP TO 20' STAMP
<br /> \° 20 GA. STAINLESS T' (� CASING BEAD (TYP)
<br /> N A. LETTERS AND NUMBERS SIDE WALL GRAB BAR AT WATER CLOSETS REAR WALL GRAB BAR AT WATER CLOSETS 3. HORIZONTAL DIAGONAL
<br /> STL.TRIM W/ 1. WIDTH TO HEIGHT RATIO BETWEEN 3 : 5 AND 1 : 1. ALL GENDER ( aSED RC,y��
<br /> MIN. 30"x 48" CLEAR BRACED-WALL TO WALL 14' MAXIMUM
<br /> FASTENER AT 24" O.C. ss°
<br /> 2. STROKE WIDTH TO HEIGHT BETWEEN 1 : 5 AND 1 : 10. FLOOR SPACE MIRROR SPAN)2-3 5/8" METAL STUD "T•• GYPSUM BOARD O/
<br /> COVED SQUARE TOP 3. CONTRAST CHARACTERS AND SYMBOLS WITH BACKGROUND. TRIANGLE, CIRCLE& ---' MIRROR STUD FRAMING
<br /> �----� z 8" MIN. T.
<br /> TILE, TYP. 4. SAN SERF CHARACTERS. DOOR SHALL CONTRAST i °r° g TYPICAL BRACE ATTACHMENTS NOTE: UNBRACED WALL * 17
<br /> L5x4x" SECURED 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: EACH OTHER BY 70% I [E:l w (2 EACH TOP & BOTTOM)#10 SPANS LIMITED TO 8'-0"
<br /> STAINLESS TO FLOOR W/ "x2" A. LETTERS AND NUMBERS ON SIGN SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SAN SERF, UPPERCASE i _ O0 U - SMS. METAL TO METAL J'
<br /> STEEL TRIM �_______ o O Q WALL TO STRUCTURE SPAN
<br /> EXPANSION ANCHORS CHARACTERS CCOMPANIED BY GRADE 2 BRAILLE. of LL - X X _ - Z 9 5-3 L2'
<br /> X N z �, Q M Q 6, z z LIMITED BY BRACE SIZE OQ
<br /> o AT 16" O.C. B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. N N "T" STUD BRACING @ 8' O.C. 0
<br /> TILE FLOOR ON 25" MAX.
<br /> a B. SIGNS/PICTOGRAMS
<br /> o. CONC. SETTING 1. PICTOGRAMS/PICTORAL SYMBOL SIGN SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED ``' 3 5/8"OR 6"X 1 1/4"X 16 GA. STEEL
<br /> BED, TYP. LAVATORY CLEARANCES 11" MIN. \ 6" MAX. STUDS W/#10 SMS. @24'O.C.
<br /> DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" MINIMUM HEIGHT.
<br /> 2. CHARACTERS AND BACKGROUNDS SHALL BE OF NON-GLARE CONTRASTING COLORS. ADA
<br /> RECESSED CONC. 48" MIN. 8' MAX HILTI, INC HSL-3M8
<br /> 3. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE DOOR LEADING TO THE ROOM OR SPACE COMPLIANT *48" MIN. TO BOTTOM
<br /> BASE @EQUIPMENT FLOOR, RE: 2.1A-1 THEY DESCRIBE AT 60"A.F.F. TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE SIGN OF TACTILE EXPANSION ANCHOR. MIN. CONT. BASE, SEE
<br /> WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR SWING AREA. o - z OF 2 1/4" EMBEDMENT @24" FINISH SCHEDULE
<br /> eo �] CHARACTERS, 60" MAX. O.C. STAGGERED.
<br /> 4. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER - z TO BOTTOM OF
<br /> x Z (I.C.C.-ESR-1545)
<br /> HEIGHT MEASURED BY USING UPPERCASE "X". CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING Q M g w HIGHEST RAISED
<br /> DISTANCE FROM WHICH READ. LOWERCASE CHARACTERS PERMITTED. L CHARACTERS
<br /> ~O 43 MIL CONT. TRACK
<br /> 5. WHEN PERMANENT IDENTIFICATION IS PROVIDED FROM ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED _
<br /> AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH THE REQUIREMENTS LISTED HEREIN. SIGNS SHALL Q MORE w EXIST. CONC. SLAB
<br /> BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR, WHERE THERE IS NO WALL ADJACENT TO THAN 24" U) LATCH IDE
<br /> THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, OF DOOR FINISH FLOOR
<br /> PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISHED FLOOR TO THE CENTERLINE d d
<br /> OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF URINAL CLEARANCES SIGNAGE MOUNTING
<br /> SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR.
<br /> 16 QUARRY TILE C. SIGN LOCATIONS:
<br /> BASE, TYPE "C" SCALE: 1 1/2" = 11-011 6 ACCESSIBLE TOILET ELEVATIONS 1 STUD WALL BRACING SCALE: 3" = 1'-0"
<br /> 1. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE PERSONS WITH DISABILITIES AND AT EVERY MAJOR
<br /> JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING
<br /> THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED TO BE
<br /> VISIBLE TO PERSONS ALONG APPROACHING WAYS.
<br /> 2. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED.
<br /> D. INTERNATIONAL SYMBOL OF ACCESSIBILITY: (2) RECESSED SCREWS
<br /> 1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. (PLUGGED)AT 24" O.C.
<br /> 2. WHITE FIGURE ON BLUE BACKGROUND, COLOR#15090 ON FEDERAL STANDARD#5958. STAINLESS STEEL
<br /> WALL FINISH AS SCHEDULED 3. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. WRAPPED WOOD CAP W/
<br /> PARTITION AS SCHEDULED EXIT PLUGS U.N.O IN DWGS
<br /> �� ♦` E. BRAILLE: FLAT HEAD SCREWS
<br /> CONTINUOUS SEALANT AS 1. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. AT 12" O.C. 1/4"
<br /> ' SPECIFIED BY RESINOUS 2. 0.2 INCH SPACE BETWEEN CELLS. FLATHEAD
<br /> / FLOORING MANUFACTURER. 3. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. 3/8" LAG BOLT S.S. SCREWS
<br /> 1. G.C. TO VERIFY EXISTING TACTILE EGRESS SIGN. PROVIDE AND INSTALL NEW IF SIGNAGE DOES NOT EXIST. ATTACH GYP. BD. TO 3/8" LAG BOLT
<br /> COVE STRIP METAL FRAMING W/ CAP_N.T.S.
<br /> RESINOUS BASE PER MANUFACTURERS SPEC. 2019 CBC NOTES. (*PROVIDE AND INSTALL TOILET ROOMS AND ALL TOILET FIXTURES PER PREVAILING CODES ) 2. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR, MEASURED SILICON ADHESIVE�
<br /> ` FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUM ABOVE THE FINISH FLOOR, GYP. BD. a�
<br /> 3/8" MIN. RADIUS COVED BASE INSIDE CLEAR DIMENSIONS SHOWN ARE AS REQUIRED TO MEET HANDICAPPED CLEARANCE CRITERIA. COORDINATE STUD/ MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. REFERENCE 2019 CBC 4'-0"A.F.F.
<br /> SUBSTRATE DIMENSIONS W/WALL TYPES SHOWN ON FLOOR PLAN. 1113-703.4.1. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3"OF B.O. WOOD CAP --METAL FRAMING
<br /> RESINOUS FLOORING (3/16"THICKNESS) / r 0 Q
<br /> PROVIDE FRT WOOD BLOCKING IN WALL BEHIND ALL WALL MOUNTED TOILET ACCESSORIES & EQUIPMENT. SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR WALL FINISH, RE: INTERIOR FINISH SCHEDULE N
<br /> CBC 11 B-703.4. A CLEAR FLOOR SPACE OF 18"X18"SHALL BE CENTERED ON TACTILE CHARACTERS. 00
<br /> aNOTE:
<br /> THE RESTROOM LAYOUT IS BASED ON AND COMPLIES W/THE 2019 CBC CHAPTER 11 B. PLEASE NOTE THE FOLLOWING SECTIONS: BASE, RE: INTERIOR FINISH SCHEDULE o
<br /> a a IN WET AREAS PROVIDE CEMENTITIOUS 4.16.5 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH 4.27.4. 3. ALL LETTERING CONTAINED ON SIGNAGE SHALL BE SANS SERIF FONT UPPERCASE CHARACTERS NO LESS 0'-0"A.F.F. U)
<br /> BACKER BOARD TO 24" CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORE THAN 44" (1120mm)ABOVE THAN 5/8"AND NO MORE THAN 2" IN HEIGHT. ALL LETTERING SHALL BE RAISED 1/32"AND CONTRASTING IN FINISH FLOOR NT
<br /> COLOR FROM BACKGROUNDN I'll° c • Lo a) 0
<br /> ° THE FLOOR. .
<br /> 4.19.4 EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE 4. GRADE II BRAILLE TO BE CENTERED OR JUSTIFIED LEFT 3/8" MINIMUM BELOW TACTILE CHARACTERS. DOMED 0 o a
<br /> CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVES SURFACES UNDER LAVATORIES. OR ROUNDED BRAILLE DOTS TO BE 1/10" OF AN INCH ON CENTER IN EACH CELL WITH 2/10" SPACES BETWEEN ` N `° 0
<br /> CELLS MEASURED FROM SECOND COLUMN OF DOTS IN SECOND CELL. DOTS TO BE RAISED A MINIMUM OF (E)CONC. SLAB °, o
<br /> 4.19.5 FAUCETS. FAUCETS SHALL COMPLY WITH 4.27.4. LEVER-OPERATED PUSH-TYPE, AND ELECTRONICALLY CONTROLLED c Q o
<br /> MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN 1/40"ABOVE BACKGROUND. STEEL WALL ATTACHMENT, RE: 3/A1.2 U U 00 0
<br /> FOR AT LEAST 10 SECONDS. 6 o v `X, o
<br /> 4.26.2 GRAB BARS. OUTSIDE DIAMETER- MIN. 1 1/4", MAX. 1 1/2", SPACE BETWEEN WALL AND GRAB BAR- 1 1/2". Z Lo C)
<br /> 4.27.4 OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE 3 Q
<br /> TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO o Q 3 o N
<br /> GREATER THAN 5 LB (22.2 N).
<br /> 17 RESINOUS BASE, TYPE "D'v SCALE: 1 1/2" = 11-011 12 ACCESSIBLE SIGNAGE 7 EXIT SIGNAGE 2 PARTIAL HEIGHT WALL SCALE: 1 1/2" = 1'-0"
<br /> 01
<br /> 2"X 2"X 4'-0"X 18GA.
<br /> U Q STAINLESS STEEL CORNER
<br /> 0- GUARD. MOUNT WITH SILICONE
<br /> UNISTRUT BETWEENow
<br /> 20 GA. 3"X2"SHT. METAL ANGLE w ADHESIVE, (NO SCREWS)
<br /> EACH SIDE. ATTACH TO COVER I 10 TEK SCREW @ 12" O.C.
<br /> ROOF JOISTS -------i
<br /> AND UNISTRUT i --
<br /> FINISHED WALL -
<br /> 22 A. (PAINT-LOCK), RE: 2 METAL FRAMING
<br /> DECOR FINISH SCHEDULE END WALL CONDITION
<br /> ISSUE&REVISIONS
<br /> 1" 4.. 1" NO. DATE: DESC:
<br /> PULL COVER TIGHT TO COLUMN -- 2 x 2 x 1/4" STEEL ANGLE
<br /> 07.19.2021 AGENCIES 1ST SUBMITTAL
<br /> EXTENDED ANGLE FULL -
<br /> AND CLOSE JOINT WITH DRIVEN ��'� `� HEIGHT OF METAL FRAMING
<br /> AND PAINTED SHEET METAL i
<br /> EXTERIOR CEMENT
<br /> PLASTER TO MATCH
<br /> SEAM LOCK CLIP FINISHED WALL
<br /> 22 GA. PAINTED SHEET ��
<br /> 6 x 8 x 1/4" STEEL PLATE
<br /> EXISTING ®® METAL PIPE AND COLUMN ro
<br /> � I
<br /> PREFORMED EXPANSION COVER
<br /> REFRIGERATION PIPING OR \� / 2"X 2"X 4'-0"X 18GA.
<br /> JOINT FILLER TYP.AT -
<br /> BUILDING ELECTRICAL CONDUIT
<br /> ---------------� STAINLESS STEEL CORNER
<br /> TUBE STEEL COLUMN , GUARD. MOUNT WITH SILICONE 1/2" DIA. EPDXY BOLT
<br /> < WITH 3" MIN. EMBEDMENT 1/4
<br /> #4 CONT. 2" 4" ADHESIVE, (NO SCREWS)
<br /> �y OUTSIDE 90 DEGREE
<br /> (E)CONC. SLAB
<br /> CONC. CURB TO
<br /> MATCH EXISTING COORDINATE SIZE WITH VARIES-TIGHT NOTE:
<br /> PIPING REQUIREMENTS AS POSSIBLE CORNER GUARD SHALL BE MOUNTED
<br /> � ON ALL EXPOSED CORNERS AS NOTED
<br /> T.O. EXISTING a a 20 GA. 3"X2"SHT. METAL ANGLE I - ON DRAWING A2.1 MOUNT ABOVE
<br /> SIDEWALK EACH SIDE. ATTACH TO COVER �� RUBBER BASE. (TYP.)
<br /> #4 DOWEL AT 4'-0" O.C. AND SHELVING WITH TEK SCREWS
<br /> FINISHED WALL
<br /> TOP OF SHELVING/CASE OR
<br /> FINISH FLOOR WHEN PIPES
<br /> FALSE COLUMN ARE EXPOSED BETWEEN PIPE COVER J 2"X 2"X 4'-0"X 18GA.
<br /> FIXTURES OR CASES - OUTSIDE 45 DEGREE STAINLESS STEEL CORNER
<br /> GUARD. MOUNT WITH SILICONE
<br /> ADHESIVE, (NO SCREWS)
<br /> 18 CONC. CURB AT EXTERIOR WALL SCALE: 1-1/2" = 1'-0" 13 FALSE COLUMN - UTILITY COVERS SCALE: 1" = 11-o1, 8 WALL CORNER GUARDS SCALE: 11/2" = 11-011 3 PARTIAL HT. WALL ATTACHMENT SCALE: 11/2" = 1'-0"
<br /> 4'-0"
<br /> CASE UNIT
<br /> MAX.
<br /> X MAX.WEIGHT
<br /> Q
<br /> 2,000 LBS. ANCHORAGE
<br /> NOTE: ALL RUNS OF GONDOLAS Ln POINTS
<br /> ALUMINUM REQUIRE TWICE THE NUMBER OF 00
<br /> STOREFRONT 2X WOOD CAP TO ANCHORS AS THE NUMBER OF
<br /> TRANSOM/GLAZING MATCH EXISTING, UPRIGHTS IN THE RUN.
<br /> PAINT
<br /> SEALANT AS E.G. SIX UPRIGHTS REQUIRE TWELVE ANCHORS 25" MIN. NOTE: IF NO ANCHORAGE POINT IS
<br /> REQUIRED
<br /> PROVIDED USE OPTION B
<br /> 4'-0"
<br /> CASE UNIT
<br /> MAX. PER MFR.
<br /> CASE UNIT
<br /> PER MFR. 3x6x3x16ga. LLV w/ (6) #10
<br /> METAL STUD FRAMING TEK SCREWS INTO CASE
<br /> TO MATCH EXISTING PROVIDE$" HILTI W
<br /> PROVIDE 3" HILTI
<br /> HUS EZ w/ 2%z" $
<br /> MIN. EMBED @ EA. 4 MIN. CONC. 7 W
<br /> 8X8X16 CMU 4" MIN. CONC. HUS EZ w/ 2%2" L
<br /> CORNER/ANCHORAGE CORNER/ANCHORAGE Q
<br /> BLOCK INFILL GYP. BOARD TO MATCH POINT MIN., INT. SLAB MIN. EMBED @ EA. INT. SLAB
<br /> ui
<br /> EXISTING, PAINT.
<br /> (ICC ESR-3027) POINT MIN., ^
<br /> (ICC ESR-3027) LCCL
<br /> E.G. EIGHT UPRIGHTS REQUIRE SIXTEEN ANCHORS >=
<br /> a <
<br /> G C�
<br /> O
<br /> WALL
<br /> OPTION A OPTION B U c o
<br /> (� Lo
<br /> WALL-MOUNT BRACKET PROVIDED BY MFR. 7
<br /> UPRIGHT TO BUILDING WALLS WITH TWO r
<br /> 0
<br /> 19 SILL AT TRANSOM GLAZING SCALE: 3" = 1'-0" AND INSTALLED THE G.C. CONNECT 4 TYPICAL CASE ANCHORAGE SCALE: 1 1/2" = 1 -0" O Q
<br /> +,
<br /> BRACKETS, TOP AND BOTTOM, FOR '
<br /> a_ UPRIGHT WITH A MAXIMUM HEIGHT OF 84" (J)
<br /> Q U
<br /> co
<br /> LL]
<br /> o0 o Q
<br /> J co
<br /> FINISH TO MATCH EXISTING = _
<br /> �I MATERIAL AND COLOR I CD CD
<br /> �I T.O. EXISTING WINDOW HEAD I o = o = PROJECT NUMBER:
<br /> AL21860
<br /> SMOOTH CMU INFILL, RE:
<br /> DRAWN BY:
<br /> 0 a d STRUCTURAL
<br /> CHECKED BY:
<br /> NEW #5 HORIZONTAL DOWELS
<br /> @ 16" O.C. MIN. EMBED 6" as 3-5/8" METAL STUD @ 16" O.C. NEW CONCRETE REPAIR AREA BUILDING SIZE: 65,715 SF
<br /> .o
<br /> USING HILTI HIT HY20 EXISTING CONCRETE SLAB STORE NUMBER
<br /> 01 ADHESIVE OR EQUAL, TYPICAL FLOOR LEVELER TYP.
<br /> N DRY DOWEL#4 BAR @ 24" O.C. 2600
<br /> Q
<br /> I
<br /> 0 NEW #5 VERTICAL DOWELS @ 100'-0"
<br /> 0 (E) CONCRETE FLOOR SLAB (E) CONCRETE FLOOR SLAB
<br /> c0 16" O.C. MIN. EMBED 6" USING a SHEET TITLE
<br /> 1 HILTI HIT HY20 ADHESIVE OR
<br /> Lo EQUAL, TYPICAL d 5/8" GYP. BOARD
<br /> B.O. EXISTING WINDOW SILL
<br /> o EXISTING FURRING WALL & 811 41, EXISTING DETAILS
<br /> T I DRILL INTO
<br /> FINISH TO REMAIN
<br /> EXISTING CMU WALL I CONCRETE
<br /> DRILLED INTO UPRIGHT ANCHOR TO BE PROVIDED BY MFR. UPRIGHT ANCHOR TO BE PROVIDED BY
<br /> EXISTING CMU WALL FLOOR LEVELER TYP.
<br /> AND INSTALLED BY THE G.C. EACH SIDE (2 MFR. AND INSTALLED BY THE G.C. EACH
<br /> 000 TOTAL PER UPRIGHT) EACH WITH 7/16" DIA. SIDE (2 TOTAL PER UPRIGHT) EACH WITH
<br /> J HILTI KWIKBOLT TZ EXPANSION ANCHORS 3/8" DIA. HILTI KWIKBOLT TZ EXPANSION
<br /> j WITH 2" MINIMUM EMBEDMENT. (ESR-1917) ISLAND FIXTURE RUN ANCHORS WITH 2" MINIMUM EMBEDMENT. WALL FIXTURE RUN SHEET NO.
<br /> a (ESR-1917)
<br /> co
<br /> 0
<br /> Al I
<br /> 20 INFILL WALL SCALE: 1-1/2 = -0 15 TYPICAL GONDOLA ANCHORING DETAIL 5 CONC. SLAB DOWEL (COLD JOINT) " - -0"
<br /> i _ SCALE: N.T.S. SCALE: 1 1/2 - 1 0
<br /> Y
<br />
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