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T-5' 4'-10' <br />is <br />II I <br />i t 11 1 <br />I / <br />�I\ I <br />8 � 11-5' I <br />2 A102 4 11 1 <br />I I I I <br />\ u-----�--_j <br />Q <br />MEWS <br />RESTROOM <br />Toilet Layout <br />SCALE: 12' = 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 />3'40' X T4' <br />ALUM <br />N/A <br />N/A <br />X 13/4' <br />B <br />HM <br />TVXr-W <br />HM <br />N/A <br />NIA <br />X 13/4' <br />C <br />HM <br />3'4'XT4' <br />HM <br />N/A <br />N/A <br />X 1314' <br />D <br />WOOD <br />3'-0' X 6'-8' <br />WOOD <br />H1, A S1 <br />1 <br />X, 3/4' <br />NOTES: <br />TYPES A & B ARE EXISTING TO REMAIN AS IS. <br />TYPE C IS AN EXISTING DOOR THAT SHALL BE KEPT LOCKED AT <br />ALL TIMES. GC SHALL PAINT SIGN ON THE EXTERIOR THAT STATES: <br />'NO BUILDINGACCESS. THIS IS NOTAWORKING DOOR.' <br />TYPE D 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 101-54.1.5. <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 4-12' X 4-12' 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 />8'-5' <br />LOCATE DRINKING FOUTAIN SO THAT <br />DRINKING FOUNTAIN AND LAVATORY <br />CAN SHARE WATER, SANITARY, AND <br />VENT LINES. RE: P101 <br />I <br />I <br />7 <br />WOMEN'S <br />RESTROOM <br />z ' / 2 (OPP) <br />/ OP \ \ <br />i 1 <br />I � <br />3 (OPP) A102 \\ <br />I 1 <br />4 (OPP) <br />- <br />--\--- - - - --- <br />1 <br />------- - - - -LI / <br />� I i <br />Y <br />--� <br />ALL DIMENSIONS ON THE PLAN ARE <br />TO THE INSIDE FACE OF CMU, THE FACE <br />OF STUD, OR THE CENTER OF FIXTURE <br />RESTROOM FLOORS SHALL BE EXPOSED <br />CONCRETE WITH NO FINISHES. RESTROOM <br />WALLS SHALL RECEIVE NO WALL BASES. <br />�N <br />HEAD DETAIL - H1 <br />JAMB DETAIL - J1 <br />SILL DETAIL - S1 <br />9 Door Details <br />SCALE: 3" =1'4r <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 />DIMENSIONS ARE FROM INSIDE FACE OF FINISH <br />2 Interior Elevation <br />SCALE: 1/2" = V-0" <br />6 Drinkin Fountains <br />SCALE: 12" = V <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 />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 />MIN <br />3 Interior Elevation <br />SCALE: 1/7 = V-0' <br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH <br />rRV V 1UC PWA V V1Y1r-L VN\ 1 11'4QUL1%1 1 V11 VR LAY <br />V-3" GUARD TO PROTECT FROM CONTACT. REFER <br />MIN TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS <br />4 Interior Elevation <br />SCALE: 117 = V-0' <br />KEY <br />DESCRIPTION <br />BOBRICK MODEL <br />BRADLEY MODEL <br />ASI MODEL <br />REMARKS <br />O <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 />O <br />47 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 />(DSOAP <br />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 />CAST IN PLACE CONCRETE FLOOR SLAB ON GRADE <br />A. CONCRETE WORK SHALL CONFORM TO ACW5 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 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 />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 WA, U.O.N. <br />K. POWDER ACTUATED FASTENERS (PAFS) NOT PERMITTED AT CONCRETE. <br />L. ANY FILL REQUIRED TO BACKFILL EXCAVATEDAREAORACHIEVE 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 />SUBMITTAL TO ENGINEER AND ARCHITECT OF RECORD. <br />10 Slab Notes <br />SCALE: N / A <br />`ao <br />8' <br />• <br />MEN <br />MEN'S RESTROOM SIGN <br />8" <br />• <br />WOMEN <br />WOMEN'S RESTROOM SIGN <br />FOR EACH RESTROOM PROVIDE ONE SIGN COMPLYING WITH ADAAND LOCAL CODES. <br />SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL OF <br />ACCESSIBILITY. MOUNT CENTER OF SIGN 64r AFF ON THE WALL ON THE STRIKE <br />SIDE OF THE DOOR. SIGN TO BE GRAY WITH WHITE CHARACTERS. <br />5Accessible Signage <br />SCALE: 3' =1'-0' <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 LOCALACCESSIBILITY CODES. <br />2. UNLESS OTHERWISE NOTED, THE FINISH SCHEDULE FOR ALL RESTROOMS SHALL BE AS FOLLOWS: <br />FLOORING - EXPOSED CONCRETE; WALL BASE - NONE; WALLS - ENAMEL PAINT OVER SHEATHING (RE: WALL <br />TYPES); CEILINGS - ENAMEL PAINT OVER GYP BOARD (RE: CEILING PLAN) <br />3. INSTALL SUPPORT BLOCKING IN WALLS WHERE NECESSARY FOR TOILET FIXTURES AND TOILET <br />ACCESSORIES, INCLUDING GRAB 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 8'4' ABOVE THE FINISHED FLOOR. <br />6. REFER TO Al01 FOR ALL WALL TYPE INFORMATION. <br />8 General Notes <br />SCALE: NTS <br />OUTSIDE <br />41 <br />1 <br />1 <br />EXISTING CMU BELOW <br />GRADE TO REMAIN <br />EXISTING FOUNDATION <br />TO REMAIN <br />NE <br />SU <br />wr <br />/— <br />EXISTING CMU WALL <br />OPENING / RE-ENTRANT CORNER, <br />PROVIDE (2) #4 REBAR X 4'40' LONG <br />EACH SIDE AT MID -HEIGHT OF <br />SLAB AS SHOWN <br />TO 4/16' WIDE X 1' DEEP GROOVE <br />W/ HIGH TRAFFIC SEALANT FILLER <br />W.W.F. <br />Uj <br />-- <br />(1) #5 CONT. `� w Uj W <br />w >z <br />% <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 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 />CONT. EXPANSION <br />JOINT AT WALL <br />EXISTING CMU <br />WALL TO REMAIN <br />EXISTING <br />FOUNDATION TO <br />REMAIN <br />NEW SLAB <br />X <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 X <br />Sawcut Joint <br />Slab Details <br />SCALE: NTS <br />N <br />O <br />O <br />U <br />ao <br />�O <br />gW <br />U <br />w <br />a <br />�.L <br />Fa 3 <br />U <br />CU <br />C <br />C <br />O <br />O <br />0 <br />v W <br />cuZ <br />gV <br />'LUGco <br />QQL-Lj <br />z � 0) <br />w �MH <br />J <br />U <br />Cl) <br />C <br />0 <br />E <br />E <br />0 <br />U <br />L <br />i <br />� m <br />No <br />}0J <br />�m <br />N <br />m ¢ <br />1 <br />J <br />m <br />CUJIL <br />U <br />J <br />J <br />w <br />CUti} <br />v <br />�Na <br />0 <br />�tiN <br />a <br />w <br />Cn <br />I- <br />w <br />a <br />C" <br />w <br />o <br />o <br />W <br />N <br />w <br />Q <br />N <br />Zoil <br />3 <br />ch04 <br />o <br />N <br />w <br />¢ <br />a <br />0 <br />o <br />U <br />A102 <br />