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<br />INSIDE FACE OF STUD TO INSIDE FACE OF STUD
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<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 />/— FBC 11-4.16.5
<br />5
<br />6" 3'-0"
<br />2 1
<br />0
<br />7
<br />0
<br />4
<br />4
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<br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH
<br />V-5" 4'-6" V-7" V-6" 1'-3' GUARD TO PROTECT FROM CONTACT REFER AX MIN
<br />MIN MIN TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS
<br />LOCATE DRINKING FOUTAIN SO THAT
<br />CAN
<br />NSHARE WATER,
<br />ANDIAVATORY Interior Elevation Interior Elevation Interior Elevation Drinking Fountains
<br />Toilet Layout ANT LINES. RE: P1'01�ITARY, AND 2 SCALE: 12' =1-0 SCALE: 12 -1-04 SCALE: 12 -1-05 SCALE: 12 -1-()<
<br />SCALE: 1/2' = V-0'- - -
<br />8"
<br />f1T
<br />RESTROOM
<br />• • • • • • ••
<br />•• • •• • •
<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 6-0" 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" = VV
<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'-0'
<br />ALUM
<br />N/A
<br />N/A
<br />X 1 3/4'
<br />B
<br />HM
<br />Y-O"Xi-0'
<br />HM
<br />N/A
<br />N/A
<br />X 1 314"
<br />C
<br />WOOD
<br />3'-0" X
<br />WOOD
<br />H1, J1, S1
<br />1
<br />14
<br />X 13/4'"
<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 SHALL COMPLY WITH ALL APPLICABLE
<br />CODES IN REGARDS TO HANDICAP ACCESSIBILITY AND EGRESS
<br />REQUIREMENTS.
<br />Hardware Schedule
<br />HARDWARE SET # 1: (RESTROOM DOOR)
<br />(3) - HAGER 4-12' X 4-12' BUTT FULL MORTISE HINGES NO. B131191(NRP)
<br />STAINLESS STEEL HINGES W/ STAINLESS STEEL PINS
<br />(1) - SCHLAGE AL40S'PRIVACY LOCK'. FINISH 626 (US 26D) SATIN CHROME
<br />(1) - CLOSER - LCN NO.4040. STANDARD POWDER COAT ALUMINUM FINISH
<br />STANDARD PLASTIC COVER. MOUNTED ON INSIDE OF ROOM
<br />(1) - WALL STOP
<br />(3) - SILENCERS
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<br />HEAD DETAIL - H1 I A
<br />SILL DETAIL - S1
<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 />1 1/4" SPACE BETWEEN BAR & WALL
<br />2O
<br />42" GRAB BAR
<br />6806
<br />8120-001420
<br />3800-42
<br />0
<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 />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 />8O
<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 />10 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 />SOLID WOOD DOOR
<br />FRAME BEYOND
<br />COORDINATE UNDERCUT SIZE
<br />WITH MECHANICAL. RE: M101
<br />RE: FLOOR PLAN FOR
<br />FINISH INFORMATION
<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
<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 12" 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 EMPLOY A 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 @ 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 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
<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 DENSITY AS DETERMINED BY
<br />ASTM SPECIFICATION D-1557.
<br />M. AN IN -PLACE DENSITY TESTS HALL BE PERFORMED BY AN EXPERIENCED ENGINEERING TECHNICIAN
<br />LAC S 0
<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 />11 Slab Notes
<br />SCALE: N / A
<br />GENERAL NOTES:
<br />1. ALL ACCESSORIES 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 MOISTURE RESISTANT 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 A101 FOR ALL WALL TYPE INFORMATION.
<br />8 General Notes
<br />SCALE: NTS
<br />OUTSIDE
<br />Al
<br />1
<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 />SLAB AS SHOWN
<br />%' TO 16' WIDE X 1" DEEP GROOVE
<br />W/ HIGH TRAFFIC SEALANT FILLER
<br />W.W.F.
<br />w
<br />(1) #5 CONT. Q W Fx w '
<br />>Z
<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 />CONT. EXPANSION
<br />JOINT AT WALL
<br />EXISTING CMU
<br />WALL TO REMAIN
<br />EXISTING
<br />FOUNDATION TO
<br />REMAIN
<br />EXISTING # 3 BAR Q 24" OC. NEW SLAB
<br />SLAB DRILL & EPDXY SET
<br />INTO EXISTING SLAB.
<br />X X X
<br />4" 12'
<br />Construction Joint
<br />1/8 TO 3116 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 />12 SlabbSDetails
<br />SCALE: NT
<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 />_ - 1 JA
<br />I .3 3
<br />t:
<br />1
<br />LA
<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 of the materials and
<br />in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory
<br />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 studs. Wood studs
<br />to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm)
<br />lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels
<br />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 edges. The gypsum
<br />wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300
<br />or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm).
<br />2. Through -Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop
<br />system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point
<br />contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following
<br />types and sizes of metallic pipes, conduits or 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 12 in (305 mm)
<br />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) steel electrical
<br />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 piping may be
<br />used:
<br />1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be
<br />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 or may not be
<br />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 or may not be
<br />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 64 mm) thickness
<br />of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1 /4 in.
<br />(6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The
<br />hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as
<br />shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or
<br />conduit 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 />. ...... ---------- .. ..
<br />1 25 1 or 2 O 1 or2:
<br />1 (25) 3 or 4 3 or 4
<br />4 (102) 1 or 2 0
<br />:6 (152) 3or4; 0
<br />12 (305) 1 or 2 0
<br />+When copper pipe is used, T Rating is 0 h.
<br />3M COMPANY — CP 25WB+ or FB-3000 WT.
<br />*Bearing the UL Classification Mark
<br />13 UL Detail W-L-1 001
<br />SCALE: NTS
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