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<br />INSIDE FACE OF STUD TO INSIDE FACE OF STUD
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<br />VCT 4-4 A102 2
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<br />V-5"
<br />4'-6"
<br />Toilet Layout
<br />SCALE: 10 = V-0'
<br />8"
<br />RESTROOM
<br />1'-7'
<br />LOCATE DRINKING FOUTAIN SO THAT
<br />DRINKING FOUNTAIN AND LAVATORY
<br />CAN SHARE WATER, SANITARY, AND
<br />VENT LINES. RE: P101
<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 641" 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' =1'4r
<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 />3'-0' X
<br />ALUM
<br />N/A
<br />N/A
<br />X 1 3/4"
<br />14"
<br />B
<br />HM
<br />T-0"X7'-0'
<br />HM
<br />N/A
<br />N/A
<br />X 1 314'
<br />C
<br />WOOD
<br />3'-0" XV-8'
<br />WOOD
<br />H1, J1, S1
<br />1
<br />X 1 3/4'
<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 TOA5 LB MAX OPENING FORCE.
<br />2. ALL LOCK & PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER.
<br />LOCKS NEED TO BE REKEYABLE.
<br />3. ALL DOORS & HARDWARE TO COMPLY WITH NFPA 101-5-2.1.5.
<br />4. 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 />5. 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: (RESTROOM DOOR)
<br />(3) - HAGER 4-1/2' X 4-1/2' BUTT FULL MORTISE
<br />HINGES NO. BB1191 (NRP). STAINLESS
<br />STEEL HINGES W/ STAINLESS STEEL PINS
<br />(1) - LOCKSET SCHLAGE AL40S "PRIVACY LOCK'
<br />FINISH 626 (US 26D) SATIN CHROME
<br />(1) - CLOSER - LCN NO.4040. STANDARD POWDER
<br />COATALUMINUM FINISH. STANDARD PLASTIC
<br />COVER. MOUNTED ON INSIDE OF ROOM
<br />(1) - WALL STOP
<br />(3) - SILENCERS
<br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH
<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 />r-- FBC 11-4.16.5
<br />6' 3'-0"
<br />P
<br />V-6-
<br />MIN
<br />2 Interior Elevation Interior Elevation
<br />SCALE: 1/2' =1'-0' SCALE: 1/2' =1'-0'
<br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH
<br />0
<br />CV
<br />rr[Vv1UCIVJNVUMrLIMN1 IIv�7UL/11IVIV VR LI1v
<br />1'-3' GUARD TO PROTECT FROM CONTACT. REFER
<br />MIN TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS
<br />4 Interior Elevation
<br />SCALE: 1/2" = V-0"
<br />KEY
<br />DESCRIPTION
<br />BOBRICK MODEL
<br />BRADLEY MODEL
<br />ASI MODEL
<br />REMARKS
<br />0
<br />36" GRAB BAR
<br />6806
<br />8120-001360
<br />3800-36
<br />STAINLESS STEEL, SATIN FINISH
<br />1 1/4' -1 1/2' DIAMETER, PROVIDE
<br />1 1/4" SPACE BETWEEN BAR & WALL
<br />2O
<br />42" GRAB BAR
<br />6806
<br />8120-001420
<br />3800-42
<br />3O
<br />MIRROR UNIT
<br />B-294
<br />782
<br />0600TA
<br />16" X 30' TILT MIRROR W/ STAINLESS STEEL FRM.
<br />4O
<br />TOILET TISSUE DISPENSER
<br />B-2888
<br />5402
<br />0030
<br />STAINLESS STEEL, MULTI ROLL -SURFACE MOUNTED
<br />5O
<br />PAPER TOWEL DISPENSER
<br />B-262
<br />250-150000
<br />0210
<br />STAINLESS STEEL SURFACE MOUNTED
<br />6O
<br />SOAP DISPENSER
<br />STAINLESS STEEL SURFACE MOUNTED
<br />7O
<br />WATER CLOSET
<br />RE: ELEVATIONS ABOVE FOR FIXTURE MOUNTING HEIGHTS
<br />88
<br />LAVATORY
<br />RE: PLUMBING DRAWINGS FOR FIXTURE TYPE
<br />O
<br />HI -LOW DRINKING FOUNTAIN
<br />Toilet Accessory Schedule
<br />SCALE: NTS
<br />�(V
<br />HEAD DETAIL- H1
<br />JAMB DETAIL - J1
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<br />SILL DETAIL - S1
<br />10 Door Details
<br />SCALE: 3' = V-0'
<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 />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 />SOLID WOOD DOOR
<br />FRAME (BEYOND)
<br />COORDINATE UNDERCUT SIZE
<br />WITH MECHANICAL. RE: M101
<br />RE: FLOOR PLAN FOR
<br />FINISH INFORMATION
<br />u
<br />5 Drinking Fountains
<br />SCALE: 1/2"=1'-0'r
<br />GENERAL NOTES:
<br />1. ALLACCESSORIES ARE TO BE MOUNTED IN ACCORDANCE WITH THE ACCESSIBILITY CRITERIA OF AMERICAN
<br />WITH DISABILITIES ACT AS WELL AS WITH ANY APPLICABLE STATE AND LOCAL ACCESSIBILITY CODES.
<br />2. UNLESS OTHERWISE NOTED, THE FINISH SCHEDULE FOR ALL RESTROOMS SHALL BE AS FOLLOWS:
<br />FLOORING - VCT; WALL BASE - 6" VINYL; WALLS - ENAMEL PAINT OVER WATER PROOF TYPE GYPSUM
<br />BOARD; CEILINGS -ACOUSTICAL TILE.
<br />3. INSTALL SUPPORT BLOCKING IN WALLS WHERE NECESSARY FOR TOILET ACCESSORIES, INCLUDING GRAB
<br />BARS. REFER TO MANUFACTURING INSTALLATION INSTRUCTIONS.
<br />4. PROVIDE INSULATION ON DRAINS AND HOT WATER LINES AT HANDICAP LAVATORIES.
<br />5. UNLESS OTHERWISE NOTED, ALL RESTROOM CEILINGS TO BE AT 10'-0" ABOVE THE FINISHED FLOOR.
<br />6. REFER TO Al01 FOR ALL WALL TYPE INFORMATION.
<br />General Notes
<br />SCALE: NTS
<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 PERASTM C150. CONCRETE SHALL BE PROPORTIONED
<br />FOR MAXIMUM ALLOWABLE UNIT SHRINKAGE OF 0.03% AND SHALL BE 25% MAXIMUM FLYASH BY
<br />WEIGHT.
<br />C. CONCRETE SHALL BE 4' THICK, 3,000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT,
<br />MAXIMUM 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
<br />TERMITE TREATED COMPACTED SOIL.
<br />E. CONCRETE SHALL HAVE MINUNUM 1 1/2" COVER OVER REBAR SIZED #3 - #5.
<br />F. REINFORCING BARS SHALL CONFORM TOASTM A615, GRADE 60.
<br />G. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WIRE FABRIC SHALL BE CONTINUOUS,
<br />LAPPED ONE CROSS WIRE SPACING PLUS 2' MINIMUM.
<br />H. CONTRACTOR SHALL EMPLOY A QUALIFIED TESTING LABORATORYTO PREPARE ONE SET OF FOUR
<br />TEST CYLINDERS PER DAY OR ONE SET FOR EACH 50 CUBIC YARDS POURED, MAXIMUM.
<br />LABORATORY REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING STRENGTH
<br />OF CONCRETE AT 7 (1 CYLINDER) AND 28 (2 CYLINDERS) DAYS. FINAL CYLINDER SHALL BE HELD IN
<br />RESERVE.
<br />1. SAW CUT CONTROL JOINTS SHALL BE LOCATED @ 15' O.C. MAXIMUM, U.O.N. WITH LENGTH TO WIDTH
<br />RATIO NOT TO EXCEED 2:1. NEW CONTROL JOINTS SHALL BE ALIGNED WITH EXISTING.
<br />J. ALL EPDXYANCHORS 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
<br />AREAS SHALL BE AS INDICATED BY GEOTECHNICAL REPORT PROVIDED BY OWNER. THE FILL SHALL
<br />BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS AND COMPACTED TO A
<br />MINIMUM OF 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITYAS DETERMINED BY
<br />ASTM SPECIFICATION D-1557.
<br />M. AN IN -PLACE DENSITY TESTS SHALL BE PERFORMED BY AN EXPERIENCED ENGINEERING TECHNICIAN
<br />IN THE 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
<br />EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE.
<br />R THE CONTRACTOR SHALL SUBMIT COPIES OF THE CONCRETE MIX DESIGN AS WELL AS COPIES OF
<br />ANY TEST 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 />11 Slab Notes
<br />SCALE: N / A
<br />PART 1- GENERAL
<br />1.1 SUMMARY
<br />A. THIS SECTION INCLUDES THE FOLLOWING:
<br />1. TOILET AND BATH ACCESSORIES.
<br />z 2. UNDERLAVATORY GUARDS.
<br />N 1.2 QUALITY ASSURANCE
<br />A. INSERTS AND ANCHORAGE: FURNISH INSERTS AND ANCHORING DEVICES AND COORDINATE
<br />DELIVERY WITH OTHER WORK TO AVOID DELAY
<br />B. PROVIDE PRODUCTS OF THE SAME MANUFACTURER FOR EACH TYPE OF ACCESSORY UNIT AND
<br />FOR UNITS EXPOSED IN THE SAME AREAS.
<br />C. SPECIAL MIRROR WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER
<br />AGREES To REPAIR OR REPLACE MIRRORS THAT DEVELOP VISIBLE SILVER SPOILAGE
<br />DEFECTS WITHIN 15 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
<br />PART 2 - PRODUCTS
<br />2.1 MANUFACTURERS
<br />A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY
<br />ONE OF THE FOLLOWING:
<br />1. TOILET AND BATH ACCESSORIES:
<br />a. AMERICAN SPECIALTIES, INC.
<br />b. BOBRICK WASHROOM EQUIPMENT, INC.
<br />C. BRADLEY CORPORATION.
<br />2. UNDERLAVATORY GUARDS:
<br />a. TRUEBRO, INC.
<br />b. PLUMBEREX SPECIALTY PRODUCTS, INC.
<br />2.2 SCHEDULE OF TOILET ACCESSORIES
<br />REFER TO SCHEDULE ON THIS SHEET FOR LIST OF TOILET ACCESSORIES. CONTRACTOR TO
<br />COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FORANCHORAGE OF ACCESSORIES
<br />TO SUBSTRATE.
<br />PART 3 - EXECUTION
<br />3.1 INSTALLATION
<br />A. INSTALL ACCESSORIES USING FASTENERS APPROPRIATE TO SUBSTRATE INDICATED AND
<br />RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS LEVEL, PLUMB, AND FIRMLY
<br />ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED. PROVIDE BLOCKING WHERE
<br />REQUIRED TO MEET FORCE REQUIREMENTS INDICATED BELOW. ENSURE BLOCKING IS FIRE
<br />RETARDENT IN WALLS THAT ARE RATED OR ARE OTHERWISE REQUIRED TO BE
<br />NON-COMBUSTIBLE
<br />1. INSTALL GRAB BARS TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LBF, WHEN
<br />TESTED ACCORDING TO METHOD IN ASTM F 446.
<br />2. INSTALL UNDERSINK PROTECTION AROUND TRAP AND ANGLE VAVLE ASSEMBLIES.
<br />SECURE COVERS WITH MANUFACTURER'S STANDARD FASTENERS.
<br />B. ADJUST ACCESSORIES FOR UNENCUMBERED, SMOOTH OPERATION AND VERIFY THAT
<br />MECHANISMS FUNCTION PROPERLY. REPLACE DAMAGED OR DEFECTIVE ITEMS. REMOVE
<br />TEMPORARY LABELS AND PROTECTIVE COATINGS.
<br />Specifications
<br />CSI SPECIFICATION SECTION 10801 - TOILET AND BATH ACCESSORIES
<br />OUTSIDE
<br />1
<br />EXISTING CMU BELOW
<br />GRADE TO REMAIN
<br />EXISTING FOUNDATION
<br />TO REMAIN
<br />NE
<br />SL
<br />WI,
<br />EXISTING CMU WALL
<br />OPENING / RE-ENTRANT CORNER,
<br />PROVIDE (2) #4 REBAR X 4'-0' LONG
<br />EACH SIDE AT MID -HEIGHT OF
<br />SLABAS SHOWN
<br />TO Y6' WIDE X 1" DEEP GROOVE
<br />W/ HIGH TRAFFIC SEALANT FILLER
<br />W.W.F.
<br />w
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<br />(1) #5 CONT. ¢ w LL
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<br />6
<br />3 #5 VERT. BARS. ONE AT
<br />CENTER OF OPENING AND
<br />ONE EACH 4' FROM SIDES.
<br />DRILL AND EPDXY SET 6" INTO
<br />EXISTING CMU BASE.
<br />New Slab at Existing CMU Wall Opening
<br />New Slab at Existing CMU Wall
<br />EXISTING # 3 BAR @ 24' OC.
<br />SLAB DRILL & EPDXY SET
<br />INTO EXISTING SLAB.
<br />X X
<br />4" 12"
<br />Construction Joint
<br />1/8 TO 3116 WIDE X 1" DEEP
<br />GROOVE W/ HIGH TRAFFIC
<br />SEALANT FILLER
<br />X X X
<br />12 SlabbSDetails
<br />SCALE: NT
<br />CONT. EXPANSION
<br />JOINTAT WALL
<br />EXISTING CMU
<br />WALL TO REMAIN
<br />EXISTING
<br />FOUNDATION TO
<br />REMAIN
<br />NEW SLAB
<br />X
<br />- SAW CUTS TO BE MADE WITHIN 24 HOURS
<br />OF POUR, WWF SHALL BE CONTINUOUS @
<br />ALL C.J.S. U.O.N. ON PLANS
<br />X X X
<br />Sawcut Joint
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