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co <br />Toilet Layout <br />SCALE: 1/2" = V-0' <br />8" <br />RESTROOM <br />• • • e • • ee <br />• e • • • e <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 />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 T-0 <br />ALUM <br />N/A <br />N/A <br />X 1 3/4" <br />B <br />HM <br />T-0" X T-0' <br />HM <br />N/A <br />N/A <br />1 <br />X 3/4" <br />C <br />WOOD <br />3'-0" X 6'-8' <br />WOOD <br />H1, J1, S1 <br />1 <br />X 1 3/4" <br />NOTES: <br />TYPES A & BARE 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 WI 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 />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 />6' - T-0" <br />1'-6" <br />MIN <br />Interior Elevation <br />SCALE: 1/2" = V-0" <br />1'-3" <br />MIN <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 />( <br />42" GRAB BAR <br />6806 <br />8120-001420 <br />3800-42 <br />1 1/4" SPACE BETWEEN BAR & WALL <br />O3 <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 />O5 <br />PAPER TOWEL DISPENSER <br />B-262 <br />250-150000 <br />0210 <br />STAINLESS STEEL SURFACE MOUNTED <br />O6 <br />SOAP DISPENSER <br />STAINLESS STEEL SURFACE MOUNTED <br />O7 <br />WATER CLOSET <br />RE: ELEVATIONS ABOVE FOR FIXTURE MOUNTING HEIGHTS <br />8O <br />LAVATORY <br />RE: PLUMBING DRAWINGS FOR FIXTURE TYPE <br />O9 <br />HI -LOW DRINKING FOUNTAIN <br />Wo <br />Toilet Accessory Schedule <br />SCALE: NTS <br />HEAD DETAIL - H1 <br />y2" <br />JAMB DETAIL - J1 <br />SILL DETAIL - S1 <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 />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 />COORDINATE UNDERCUT SIZE <br />WITH MECHANICAL. RE: M101 <br />RE: FLOOR PLAN FOR <br />FINISH INFORMATION <br />0 <br />CV <br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH <br />tl <br />c <br />rrwvwr= MUM k.VW Lrrrry i INOULMI iUN Ur[ LMV <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" = V <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 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 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 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 @ 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. POWDERACTUATED 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 WELLAS COPIES OF <br />ANY TEST REPORTS. <br />Q. SUBMITTALS SHALL BE APPROVED, SIGNED, AND DATED BY THE GENERAL CONTRACTOR PRIOR TO <br />SUBMITTALTO ENGINEER AND ARCHITECT OF RECORD. <br />11 SlLab Notes <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 />1.2 QUALITY ASSURANCE <br />CV <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 FOR ANCHORAGE 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 THATARE RATED ORARE 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 TRAPAND 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 LABELSAND PROTECTIVE COATINGS. <br />Specifications <br />CSI SPECIFICATION SECTION 10801 - TOILET AND BATH ACCESSORIES <br />OUTSIDE <br />1 <br />1 <br />1 <br />EXISTING CMU BELOW - <br />GRADE TO REMAIN <br />EXISTING FOUNDATION <br />TO REMAIN <br />NE' <br />SU <br />WI' <br />in <br />EXISTING CMU WALL <br />OPENING / RE-ENTRANT CORNER, <br />PROVIDE (2) #4 REBAR X 4'4- 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 />LYAYAJ <br />W } 0 <br />Uj <br />(1) #5 CONT ¢ 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 Slab at Existing Wall <br />CONT EXPANSION <br />JOINTAT 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 X <br />`v <br />4" 12" <br />Construction Joint <br />1/8 TO 3/16 WIDE X 1" DEEP <br />GROOVE W/ HIGH TRAFFIC <br />SEALANT FILLER <br />12 Slab Details <br />SCALE: NTS <br />SAW CUTS TO BE MADE WITHIN 24 HOURS <br />OF POUR, WWF SHALL BE CONTINUOUS @ <br />ALL C.J.S. U.O.N. 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