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8'-0" <br />REAR (EAST) FACE OF STUD TO REAR (EAST) FACE OF STUD <br />= O OC== OC=-== OC=== O O H O= <br />Typical Toilet Layout <br />SCALE: 11T =1'-0" <br />8' <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' = V-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 />T-0" X T-0' <br />ALUM <br />N/A <br />NIA <br />X 13/4' <br />B <br />HM <br />3'-0 "X7'-0' <br />HM <br />N/A <br />N/A <br />X 1 3/4' <br />C <br />WOOD <br />3'-0" X <br />WOOD <br />H1, A S1 <br />1 <br />14 <br />X 1 3/4"" <br />NOTES: <br />TYPES A & B ARE EXISTING TO REMAIN AS IS. <br />TYPE C IS ANEW 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 TOA 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 ARCHITECTS 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 -1-12' PAIR 4-12' X 4-12" BUTT FULL <br />MORTISE HINGES: NO. BB1191 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) WALL STOP <br />'N <br />HEAD DETAIL - H1 <br />JAMB DETAIL - J1 <br />Cn <br />O� <br />HUj <br />OV <br />�z <br />Q U <br />U OIx <br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH <br />2 Interior Elevation <br />SCALE: 1/7 = 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 />6 0 T-0" <br />8 <br />0 <br />0 <br />Y <br />(V � <br />1'-3' <br />MIN <br />3 Interior Elevation <br />SCALE: 1/7 = V-0" <br />1'-0' <br />MIN <br />6' <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 12' 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 />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 />O <br />HI -LOW DRINKING FOUNTAIN <br />SILL DETAIL - S1 <br />10 Door Details <br />SCALE: 3' = l'-0' <br />Toilet Accessory 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 />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 />RE: MECHANICAL PLANS <br />FOR UNDERCUT SIZE <br />RE: FLOOR PLAN FOR <br />FINISH INFORMATION <br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH <br />u <br />rRV V 1UC 1WM %oVMr-L1PM11 111QULR1 1VIY VI[ LAY <br />GUARD TO PROTECT FROM CONTACT. REFER <br />TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS <br />Interior Elevation <br />SCALE: 1/2' = V-0" <br />Drinkiu Fountains <br />SCALE: 112" = 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 />8 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 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 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 />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 />SUBMITTALTO ENGINEER AND ARCHITECT OF RECORD. <br />11 Slab Notes <br />SCALE: N / A <br />PART 1- GENERAL <br />1.1 5UMMAKY <br />A. <br />THIS SECTION INCLUDES THE FOLLOWING: <br />1. TOILETAND BATH ACCESSORIES. <br />z <br />2. UNDERLAVATORY GUARDS. <br />1.2 <br />QUALITY ASSURANCE <br />CV <br />A. <br />INSERTS AND ANCHORAGE: FURNISH INSERTS AND ANCHORING DEVICES AND COORDINATE <br />DELIVERY WITH OTHER WORK TO AVOID DELAY <br />B. <br />PROVIDE PRODUCTS OF THE SAME MANUFACTURER FOR EACH TYPE OF ACCESSORY UNIT AND <br />FOR UNITS EXPOSED IN THE SAME AREAS. <br />C. <br />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. <br />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 <br />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. <br />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 TRAPAND ANGLE VAVLE ASSEMBLIES. <br />SECURE COVERS WITH MANUFACTURER'S STANDARD FASTENERS. <br />B. <br />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 />a, <br />1 <br />EXISTING CMU BELOW - <br />GRADE TO REMAIN <br />EXISTING FOUNDATION <br />TO REMAIN <br />NE <br />SLj <br />wr <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 />1'1AY119 <br />W �y OJ <br />--- (1) #5 CONT. ¢ w W U_ <br />w >z <br />`D 3 #5 VERT. BARS. ONE AT <br />CENTER OF OPENING AND <br />�j ONE EACH 4' FROM SIDES. <br />I DRILLAND 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 />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 />a <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 Slab SDetails <br />SCAL <br />C <br />O <br />E <br />E <br />O <br />U <br />L <br />i <br />Nm <br />♦--� C7 <br />Ca o <br />LO J <br />m <br />�< <br />U" <br />CU 1 LE <br />♦♦ /X-�75 <br />v,mJ <br />�J= <br />a <br />CU<� <br />C O <br />U <br />Il <br />CU N <br />I-°'N <br />& <br />a <br />Cn <br />.7 <br />-0--0 <br />LID <br />W <br />CQ <br />Q <br />w U <br />W ) <br />S <br />rn <br />= <br />Co <br />z <br />z_ <br />Q <br />> M <br />W eA <br />� <br />m o, <br />aQ <br />z <br />W J; <br />• <br />W IL-. <br />N <br />w <br />en <br />H <br />w <br />a <br />21 <br />0 <br />W <br />rn� <br />o <br />N <br />_ <br />J <br />W <br />Ir <br />Q <br />o <br />_ <br />z <br />i <br />w <br />z <br />N <br />LU <br />OUj <br />Al 02 <br />