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Toilet Layout
<br />SCALE: 1/2" =1'-0'
<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 />6Accessible Signage
<br />SCALE: 3" =1'-0"
<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 7'"
<br />ALUM
<br />N/A
<br />N/A
<br />X 1 3l4
<br />B
<br />HM
<br />T-0" X T-0"
<br />HM
<br />N/A
<br />N/A
<br />X 1 3/4"
<br />C
<br />WOOD
<br />3'-0" X6'-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 TO A 5 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 INSTALLALL 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 />COAT ALUMINUM FINISH. STANDARD PLASTIC
<br />COVER. MOUNTED ON INSIDE OF ROOM
<br />(1) - WALL STOP
<br />(3) - SILENCERS
<br />\N
<br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH
<br />Interior Elevation
<br />SCALE: 1/2" = V-0"
<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 11-4.16.5
<br />5
<br />2 1
<br />7
<br />4 A
<br />o � �
<br />CV
<br />-t
<br />1'-6" 1'-3'
<br />MIN MIN
<br />3 Interior Elevation
<br />SCALE: 1/2" =1'-0"
<br />KEY
<br />DESCRIPTION
<br />BOBRICK MODEL
<br />BRADLEY MODEL
<br />ASI MODEL
<br />REMARKS
<br />1O
<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 />2O
<br />42" GRAB BAR
<br />6806
<br />8120-001420
<br />3800-42
<br />1 1/4" SPACE BETWEEN BAR & WALL
<br />3O
<br />MIRROR UNIT
<br />B-294
<br />782
<br />0600TA
<br />16" X 30" TILT MIRROR W/ STAINLESS STEEL FIRM.
<br />4O
<br />TOILET TISSUE DISPENSER
<br />B-2888
<br />5402
<br />0030
<br />STAINLESS STEEL, MULTI ROLL -SURFACE MOUNTED
<br />O
<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 />O7
<br />WATER CLOSET
<br />RE: ELEVATIONS ABOVE FOR FIXTURE MOUNTING HEIGHTS
<br />88
<br />LAVATORY
<br />RE: PLUMBING DRAWINGS FOR FIXTURE TYPE
<br />9O
<br />HI -LOW DRINKING FOUNTAIN
<br />7 Toilet Accessory Schedule
<br />SCALE: NTS
<br />HEAD DETAIL - H1
<br />1 2"
<br />JAMB DETAIL - A
<br />SILL DETAIL - S1
<br />9 Door Details
<br />SCALE. 3"1 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 />CAST IN PLACE CONCRETE FLOOR SLAB ON GRADE
<br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH
<br />rRvv wr= rwn %.v1V1rL1r%N 1 nvOUuv iviv vrc uw
<br />GUARD TO PROTECT FROM CONTACT. REFER
<br />TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS
<br />4 Interior Elevation
<br />SCALE: 1/2" = V-0"
<br />5 Drinking Fountains
<br />SCALE: 1/2" =1'-0"
<br />GENERAL NOTES:
<br />1. ALLACCESSORIES ARE TO BE MOUNTED IN ACCORDANCE WITH THE ACCESSIBILITY CRITERIA OF AMERICAN
<br />WITH DISABILITIES ACTAS WELL AS WITH ANYAPPLICABLE 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 />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
<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 6X2.1 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 TO ASTM 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 EMPLOYA QUALIFIED TESTING LABORATORY TO 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 />I. SAW CUT CONTROL JOINTS SHALL BE LOCATED @ 16 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 BYAN 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 />P. 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 />10 Slab Notes
<br />SCALE: N / A
<br />OUTSIDE
<br />1 N
<br />1
<br />EXISTING CMU BELOW -
<br />GRADE TO REMAIN
<br />EXISTING FOUNDATION
<br />TO REMAIN
<br />NE
<br />SLJ
<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 />SLAB AS SHOWN
<br />1/8' TO 16" WIDE X V DEEP GROOVE
<br />W/ HIGH TRAFFIC SEALANT FILLER
<br />W.W.F.
<br />(1) #5 CONT.¢ ww LU LL
<br />'U >z
<br />to 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 />CONT. EXPANSION
<br />JOINT AT WALL
<br />EXISTING CMU
<br />WALL TO REMAIN
<br />EXISTING
<br />FOUNDATION TO
<br />REMAIN
<br />EXISTING # 3 BAR @ 24" OC. NEW SLAB
<br />SLAB DRILL & EPDXY SET
<br />INTO EXISTING SLAB.
<br />X X=17 i X
<br />4" 12'
<br />Construction Joint
<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
<br />Sawcut Joint
<br />11 SlabSDetails
<br />SCALE:
<br />System No. W-L-1001 (June 15, 2005)
<br />F Ratings —1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings — 0, 1, 2, 3, and 4 Hr (See Item 3)
<br />L Rating At Ambient — less than 1 CFM/sq ft L Rating At 400 F — less than 1 CFM/sq ft
<br />SECTION A -A
<br />1. Wall Assembly — The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed
<br />of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition
<br />Designs in the UL Fire Resistance Directory and shall include the following construction features;
<br />A. Studs — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel
<br />studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with
<br />nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92
<br />mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (6 10 mm) OC.
<br />B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered
<br />edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall
<br />be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max
<br />diam of opening is 26 in. (660 mm).
<br />2. Through -Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically
<br />within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening
<br />shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly
<br />supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or
<br />tubing may be used:
<br />A. Steel Pipe — Nom 24 in. (6 10 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
<br />B. Iron Pipe — Nom 24 in. (6 10 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom
<br />12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe.
<br />C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller)
<br />steel electrical metallic tubing
<br />D. Copper Tubing —Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing
<br />E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.
<br />F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas
<br />piping may be used:
<br />1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may
<br />or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC
<br />2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may
<br />or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OF TITEFLEX
<br />3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may
<br />or may not be removed on both sides of floor or wall assembly. WARD MFG INC
<br />3. Fill, Void or Cavity Material* — Caulk or Sealant — Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and
<br />64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush
<br />with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant
<br />interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is
<br />dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following
<br />table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit
<br />and the hourly fire rating of the wall assembly in which it is installed, as tabulated below:
<br />Max Pipe F T
<br />or Conduit Rating Rating
<br />Diam In (mm) Hr Hr
<br />1 (25) 1 or 2 0+, 1 or 2
<br />1 (25) 3 or 4 3 or 4
<br />4 (102) 1 or 2 0
<br />6(152) 3or4i! 0=
<br />12 (305) 1 or 2 0
<br />+When copper pipe is used, T Rating is 0 h.
<br />3M COMPANY — CP 25 WB+ or FB-3000 WT.
<br />*Bearing the UL Classification Mark
<br />UL System No. W-J-1055
<br />THROUGH PENETRATION FIRESTOP SYSTEM - NOT TO SCALE
<br />DECEMBER 02, 1997
<br />F RATING - 2 HR
<br />T RATING - 0 HR
<br />Iv SECTION A -A
<br />1. WALL ASSEMBLY MIN" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF)
<br />CONCRETE. WALL MAYALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.
<br />MAX DIAM OF OPENING IS 26".
<br />SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR
<br />2. MANUFACTURER NAMES.
<br />THROUGH PENETRANT ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CON-
<br />CENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN
<br />PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 0" (POINT CONTACT) TO MAX
<br />1-3/4" PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALLASSEMBLY.
<br />THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUIT OR TUBING MAY BE USED:
<br />A. STEEL PIPE NOM 24" DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
<br />B. IRON PIPE NOM 24" DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
<br />C. CONDUIT NOM 4" DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6' DIAM
<br />(OR SMALLER) STEEL CONDUIT OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT.
<br />D. COPPER TUBING NOM 6" DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
<br />3. E. COPPER PIPE NOM 6" DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
<br />FILL, VOID OR CAVITY MATERIAL* - SEALANT MIN 5/8"THICKNESS OF FILL MATERIALAPPLIED
<br />WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION
<br />BETWEEN THROUGH PENETRANT AND CONCRETE, A MIN 3/8' DIAM BEAD OF FILL MATERIAL
<br />SHALL BE APPLIED AT THE CONCR. / THRU PENETRANT INTERFACE ON BOTH WALL SURFACES.
<br />SPECIFIED TECHNOLOGIES INC - SPECSEAL 100,101,102 OR 105 SEALANT
<br />*BEARING THE UL CLASSIFICATION MARKING
<br />12 UL Details
<br />PENETRATIONSALL EXISTING FIRE RATED WALLS MUST BE
<br />SEALED SO AS TO MAINTAIN THEIR MINIMUM REQUIRED FIRE RATING
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