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<br />V-7"
<br />T-6"
<br />INSIDE FACE OF EXISTING SHEATHING
<br />TO INSIDE FACE OF NEW STUD
<br />4'-6"
<br />Toilet Layout
<br />SCALE: 1/2" = 1'-0"
<br />VCT
<br />TRANSITION
<br />STRIP
<br />INSIDE OF THE
<br />RESTROOM ONLY, G.C.
<br />SHALL ADD ONE (1)
<br />LAYER OF 1/2"
<br />MOISTURE RESISTANT
<br />GYP. BOARD OVER
<br />THE EXISTING
<br />SHEATHING OF THE
<br />DEMISING WALL -
<br />FROM FLOOR TO 6"
<br />ABOVE THE CEILING.
<br />I V-5" 1
<br />LOCATE DRINKING FOUNTAIN SO THAT
<br />DRINKING FOUNTAIN AND LAVATORY
<br />CAN SHARE WATER, SANITARY, AND
<br />VENT LINES. RE: P101
<br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH
<br />rnvvwL; nun uvmrwnil i II IJULrI l IVI� VR LflY
<br />GUARD TO PROTECT FROM CONTACT. REFER
<br />TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS
<br />2 Interior Elevation
<br />SCALE: 1/2" = V-0"
<br />KEY
<br />DESCRIPTION
<br />BOBRICK
<br />BRADLEY
<br />ASI
<br />REMARKS
<br />O36"
<br />GRAB BAR
<br />6806
<br />8120-001360
<br />3800-36
<br />S.S., SATIN FINISH. 1 1/4" -1 1/2"
<br />DIA., PROVIDE 1 1/4' SPACE
<br />O2
<br />42" GRAB BAR
<br />6806
<br />8120-001420
<br />3800-42
<br />BETWEEN BAR & WALL
<br />OMIRROR
<br />UNIT
<br />B-294
<br />782
<br />0600TA
<br />16" X 30" TILT MIRROR W/ S.S. FRAME
<br />O
<br />TOILET TISSUE DISPENSER
<br />B-2888
<br />5402
<br />0030
<br />S.S., MULTI ROLL -SURFACE MOUNTED
<br />55
<br />PAPER TOWEL DISPENSER
<br />B-262
<br />250-150000
<br />0210
<br />S.S., SURFACE MOUNTED
<br />O
<br />SOAP DISPENSER
<br />6562
<br />S.S., SURFACE MOUNTED
<br />7 Restroom Accessory Schedule
<br />SCALE: NTS
<br />Door Schedule
<br />DOOR
<br />FRAME
<br />HARD
<br />WARE
<br />TYPE
<br />MATERIAL
<br />SIZE
<br />MATERIAL
<br />DETAILS
<br />SET
<br />A
<br />ALUM
<br />T-0" X T-0"
<br />ALUM
<br />N/A
<br />N/A
<br />X 1 3/4"
<br />B
<br />HM
<br />3'-0"
<br />HM
<br />N/A
<br />N/A
<br />3/4
<br />X 1 3/4' "
<br />C
<br />WOOD
<br />3'-0" X 6'-8"
<br />WOOD
<br />H1, J1, S1
<br />1
<br />X 1 314"
<br />NOTES:
<br />TYPES A & B ARE EXISTING TO REMAIN AS IS.
<br />TYPE C IS A NEW HOLLOW CORE PREHUNG DOOR W/ REINFORCED
<br />PANEL TO ACCEPT CLOSER. THE INTERIOR SHALL BE PAINTED TO
<br />MATCH THE RESTROOM WALLS. EXTERIOR SHALL BE PAINT READY.
<br />Hardware Notes
<br />1. ADJUST ALL CLOSERS TO A 5 LB MAX OPENING FORCE.
<br />2. FOR ALL DOOR & HARDWARE SPECIFIED, CONTRACTOR TO SUBMIT
<br />SHOP DRAWINGS & PRODUCT LITERATURE PREPARED BY A
<br />LICENSED & CERTIFIED CONSULTANT.
<br />3. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE EXISTING AND
<br />SHALL REMAIN AS IS
<br />4. ALL LOCK & PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER.
<br />LOCKS NEED TO BE REKEYABLE.
<br />5. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT'S AND
<br />TENANTS APPROVAL.
<br />6. ALL DOORS & HARDWARE TO COMPLY WITH NFPA 101-5-2.1.5.
<br />7. ALL DOORS & HARDWARE TO COMPLY WITH THE FLORIDA
<br />ACCESSIBILITY CODE AND THE ADA FEDERAL REGULATION
<br />CODES, UTILIZING A LEVER LATCH OR LOCKSET.
<br />8. ALL STORE FRONT SYSTEM DOORS ARE EXISTING AND SHALL
<br />REMAIN AS IS.
<br />9. FINAL CORE PROCESS FOR LOCKSETS & KEYING SHALL BE:
<br />THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES,
<br />HARDWARE & LOCKSETS.
<br />Hardware Schedule
<br />HARDWARE SET 1: (NEW INTERIOR HC WOOD DOOR)
<br />A) HINGES: HAGER-1-1/2" PAIR 4-1/2" X 4-1/2" BUTT FULL
<br />MORTISE HINGES: NO. 13131191 FINISH US26D,
<br />B) LOCKSET: SCHLAGE AL SERIES SATURN: AL40S
<br />"PRIVACY LOCK": FINISH US26D
<br />C) CLOSER: LCN NO.4040 FINISH US26D MOUNTED ON
<br />INSIDE OF ROOM
<br />D) SILENCERS: THREE EACH PER DOOR
<br />E) FLOOR MOUNTED DOOR STOP
<br />g
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<br />RE: WALL TYPES FOR
<br />FRAMING, SHEATHING, &
<br />INSULATION INFORMATION
<br />CONT. 2X WOOD BLOCKING
<br />AT ENTIRE PERIMETER OF
<br />ROUGH OPENING
<br />SOLID WOOD DOOR
<br />FRAME, PAINT FINISH
<br />RE: DOOR SCHEDULE
<br />FLUSH HOLLOW CORE
<br />WOOD DOOR
<br />RE: DOOR SCHEDULE
<br />HEAD DETAIL - H1
<br />1 Y2"
<br />JAMB DETAIL - J1
<br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH
<br />FLUSH CONTROL HANDLES TO BE
<br />MOUNTED ON SIDE FURTHEST
<br />FROM WALL TO COMPLY WITH
<br />FBC 114.16.5
<br />T-0" i . 6"
<br />1'4" 1'-611
<br />MIN MIN
<br />3 Interior Elevation
<br />SCALE: 1/2" = V-0"
<br />KEY
<br />DESCRIPTION
<br />REMARKS
<br />7O
<br />WATER CLOSET
<br />RE: ELEVATIONS ABOVE
<br />FOR FIXTURE MOUNTING
<br />HEIGHTS RE: PLUMBING
<br />DRAWINGS FOR FIXTURE
<br />TYPE
<br />8O
<br />LAVATORY
<br />OHI
<br />-LOW DRINKING FOUNTAIN
<br />8 Restroom Fixture Schedule
<br />SCALE: NTS
<br />RE: WALL TYPES FOR
<br />FRAMING, SHEATHING, &
<br />INSULATION INFORMATION
<br />CONT. 2X WOOD BLOCKING
<br />AT ENTIRE PERIMETER OF
<br />ROUGH OPENING
<br />FLUSH HOLLOW CORE
<br />WOOD DOOR
<br />RE: DOOR SCHEDULE
<br />SOLID WOOD DOOR
<br />FRAME, PAINT FINISH
<br />RE: DOOR SCHEDULE
<br />HC WOOD DOOR. RE: SCHED.
<br />SOLID WOOD DOOR
<br />FRAME (BEYOND)
<br />RE: MECHANICAL PLANS
<br />FOR UNDERCUT SIZE
<br />RE: FLOOR PLAN FOR
<br />FINISH INFORMATION
<br />SILL DETAIL - S1
<br />10 Door Details
<br />SCALE: 3" =1'-0"
<br />EXISTING MASONRY
<br />WALL TO REMAIN A,'
<br />EXISTING COREFILL
<br />FOAM INSULATION T
<br />REMAIN AS IS
<br />EXISTING EXTERII
<br />FINISHES TO REM
<br />AS THEY ARE
<br />EXISTING EXTERII
<br />SIDEWALKS AND
<br />ADJACENT LANDE
<br />AREAS TO REMAII
<br />AS THEY ARE
<br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH
<br />4 Interior Elevation
<br />SCALE: 1/2' =1'-0'
<br />GENERAL NOTES:
<br />1. ALL ACCESSORIES TO BE MOUNTED IN ACCORDANCE WITH ALL APPLICABLE CODES,
<br />INCLUDING ADA & FL ACCESSIBILITY CODE.
<br />2. INSTALL SUPPORT BLOCKING IN WALLS WHERE NECESSARY FOR TOILET ACCESSORIES,
<br />INCLUDING GRAB BARS. REFER TO MANUFACTURING INSTALLATION INSTRUCTIONS.
<br />3. PROVIDE INSULATION ON DRAINS AND HOT WATER LINES AT HANDICAP LAVATORIES.
<br />4. REFER TO FLOOR PLAN ON A101 FOR RESTROOM WALL TYPE AND FINISH INFORMATION..
<br />5. REFER TO CEILING PLAN ON A101 FOR RESTROOM CEILING INFORMATION.
<br />9 General Notes
<br />SCALE: NTS
<br />Existing Masonry Wall
<br />EXISTING CMU VVALL W/ NEW FRAMIN(I& SHEATHING
<br />SCALE: 1 1/2' =1'-0"
<br />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATI
<br />& INSULATION TO
<br />TERMINATE 6" ABI
<br />CEILING.
<br />New 6" Metal Stud Wall
<br />NO FIRE RATING
<br />SCALE: 1 1/2' =1'-0"
<br />11 Wall1/2Types
<br />SCALE:
<br />1 1/2" RIGID
<br />INSULATION
<br />FURRING, SHEATHING,
<br />& INSULATION TO RUN
<br />FROM FLOOR SLAB
<br />TO 6" ABOVE CEILING
<br />SUSPENDED CEILING
<br />RE: CEILING PLAN
<br />1/2' GYP BOARD OVER
<br />1 1/2" Z-FURRING
<br />CHANNELS @ 24" OC
<br />MAX SPACING
<br />6" VINYL BASE ON
<br />INSIDE OF REST
<br />ROOM ONLY
<br />FLOOR SLAB
<br />CONT. STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />600S125-43 @ 24" OC
<br />CEILING, RE: RCP
<br />R-19 SOUND BATTS
<br />CONT. STUD TRACK
<br />600T125-43
<br />6" VINYL BASE ON
<br />INSIDE OF REST
<br />ROOM ONLY
<br />FLOOR SLAB
<br />u
<br />c
<br />I
<br />5/8" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATHING,
<br />& INSULATION TO
<br />TERMINATE AT UNDERSIDE
<br />OF ROOF STRUCTURE ABOVE. —F I
<br />WALL CONSTRUCTION SHALL
<br />BE CONSISTENT WITH UL
<br />DETAILS U419, HW-S-0001, &
<br />W-L-1001 TO PROVIDE A MIN.
<br />1 HOUR FIRE RATING.
<br />MAX MIN
<br />5 Drinking Fountains
<br />SCALE: 1/2" =1'-
<br />New 6" Metal Stud Wall
<br />1 HOUR FIRE RATING
<br />SCALE: 1 1/2" =1'-0"
<br />1/2' GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATI
<br />& INSULATION TO
<br />TERMINATE 6" AB
<br />CEILING.
<br />New 3 5/8" Metal Stud Wall
<br />NO FIRE RATING
<br />SCALE: 1 1/2" =1'-0"
<br />EXISTING ROOF DECK
<br />CONT. STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />600S125-43 @ 24" OC
<br />R-19 SOUND BATTS
<br />CONTINUOUS STUD
<br />TRACK 60OT125-43
<br />FLOOR SLAB
<br />CONT. STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />362S12543 @ 24" OC
<br />CEILING, RE: RCP
<br />R-11 SOUND BATTS
<br />CONT. STUD TRACK
<br />362T125-43
<br />6" VINYL BASE ON
<br />INSIDE OF REST
<br />ROOM ONLY
<br />FLOOR SLAB
<br />RESTROOM
<br />UNISEX RESTROOM SIGN
<br />PROVIDE (1) SIGN COMPLYING WITH ADA LOCAL CODE.
<br />SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND
<br />PICTORIAL SYMBOL OF ACCESSIBILITY. MOUNT CENTER
<br />OF SIGN 5'-0' AFF ON THE WALL ON THE STRIKE SIDE OF
<br />THE DOOR. SIGN TO BE GRAY WITH WHITE CHARACTERS.
<br />6 Accessible Signage
<br />SCALE: 3" =1-0
<br />CAST IN PLACE CONCRETE FLOOR SLAB ON GRADE
<br />A. CONCRETE WORK SHALL CONFORM TO ACI-05 SPECIFICATIONS, CODES AND STANDARDS.
<br />B. CONCRETE SHALL BE PORTLAND CEMENT PER ASTM C150. CONCRETE SHALL BE PROPORTIONED FOR
<br />MAXIMUM ALLOWABLE UNIT SHRINKAGE OF 0.03% AND SHALL BE 25% MAXIMUM FLYASH BY WEIGHT.
<br />C. CONCRETE SHALL BE 4" THICK, 3,000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, MAXIMUM
<br />AGGREGATE SIZE OF 1", 0.55 MAX. W/C, 4"-5" SLUMP.
<br />D. CONCRETE SHALL HAVE 6 X 6 X 2.1 X 2.1 WWF AND BE PLACED OVER A 6 MIL VAPOR BARRIER ON TERMITE
<br />TREATED COMPACTED SOIL.
<br />E. CONCRETE SHALL HAVE MINUNUM 1 1/2" COVER OVER REBAR SIZED #3 - #5.
<br />F. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.
<br />G. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WIRE FABRIC SHALL BE CONTINUOUS, LAPPED ONE
<br />CROSS WIRE SPACING PLUS 2" MINIMUM.
<br />H. CONTRACTOR SHALL EMPLOY A QUALIFIED TESTING LABORATORY TO PREPARE ONE SET OF FOUR TEST
<br />CYLINDERS PER DAY OR ONE SET FOR EACH 50 CUBIC YARDS POURED, MAXIMUM. LABORATORY REPORT
<br />SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING STRENGTH OF CONCRETE AT 7 (1
<br />CYLINDER) AND 28 (2 CYLINDERS) DAYS. FINAL CYLINDER SHALL BE HELD IN RESERVE.
<br />I. SAW CUT CONTROL JOINTS SHALL BE LOCATED @ 15' O.C. MAXIMUM, U.O.N. WITH LENGTH TO WIDTH RATIO
<br />NOT TO EXCEED 2:1. NEW CONTROL JOINTS SHALL BE ALIGNED WITH EXISTING.
<br />J. ALL EPDXY ANCHORS USED AT REINFORCED CONCRETE SHALL BE HILTI HVA, U.O.N.
<br />K. POWDER ACTUATED FASTENERS (PAFS) NOT PERMITTED AT CONCRETE.
<br />L. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS
<br />SHALL BE AS INDICATED BY GEOTECHNICAL REPORT PROVIDED BY OWNER. THE FILL SHALL BE PLACED IN
<br />LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE
<br />SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557.
<br />M. AN IN -PLACE DENSITY TESTS SHALL BE PERFORMED BY AN EXPERIENCED ENGINEERING TECHNICIAN IN THE
<br />AREA OF THE SLAB POUR.
<br />N. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE.
<br />0. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTING EQUIPMENT NEAR THE EXISTING
<br />STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE.
<br />P. THE CONTRACTOR SHALL SUBMIT COPIES OF THE CONCRETE MIX DESIGN AS WELL AS COPIES OF ANY TEST
<br />REPORTS.
<br />Q. SUBMITTALS SHALL BE APPROVED, SIGNED, AND DATED BY THE GENERAL CONTRACTOR PRIOR TO
<br />SUBMITTAL TO ENGINEER AND ARCHITECT OF RECORD.
<br />2 Slab Notes
<br />SCALE: N / A
<br />NE
<br />SLj
<br />WI'
<br />New Slab at Existing CMU Wall
<br />EXISTING # 3 BAR @ 24" OC.
<br />SLAB DRILL & EPDXY SET
<br />INTO EXISTING SLAB.
<br />I—X X
<br />4" 12"
<br />Construction Joint
<br />CONT. EXPANSION
<br />JOINT AT WALL
<br />EXISTING CMU
<br />WALL TO REMAIN
<br />EXISTING
<br />FOUNDATION TO
<br />REMAIN
<br />NEW SLAB
<br />X
<br />v
<br />1/8 TO 3/16 WIDE X 1" DEEP SAW CUTS TO BE MADE WITHIN 24 HOURS
<br />GROOVE W/ HIGH TRAFFIC OF POUR, WWF SHALL BE CONTINUOUS @
<br />SEALANT FILLER ALL C.J.S. U.O.N. ON PLANS
<br />X X X X X X
<br />Sawcut Joint
<br />13 SlabSDetails
<br />SCALE:
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