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71-8' <br />FROM INSIDE FACE OF CMU TO INSIDE FACE OF FRAMING <br />Toilet Layout <br />SCALE: 1/2" = V-0' <br />Door Schedule <br />DOOR FRAME <br />HARD <br />WARE <br />TYPE <br />MATERIAL <br />SIZE <br />MATERIAL <br />DETAILS <br />SET <br />A <br />ALUM <br />3'-0" X14m <br />ALUM <br />N/A <br />N/A <br />X 1 3/4" <br />B <br />HM <br />3'-0"XT-0' <br />HM <br />N/A <br />N/A <br />X 1 314" <br />C1 <br />WOOD <br />3'-0" X 6'-8' <br />WOOD <br />H1, J1, S1 <br />1 <br />X 1 314" <br />C2 <br />WOOD <br />T-0" X 6'-0" <br />WOOD <br />H1, A S1 <br />1 <br />X 13/4" <br />NOTES: <br />TYPES A & B ARE EXISTING TO REMAIN AS IS, <br />TYPES C1 & C2 ARE NEW HOLLOW CORE PREHUNG DOORS W/ <br />REINFORCED PANELS TO ACCEPT CLOSERS. PAINT INTERIORS TO <br />MATCH THE RESTROOM WALLS. EXTERIORS SHALL BE PAINT READY. <br />Hardware Notes <br />1. ADJUSTALL CLOSERS TO A 5 LB MAX OPENING FORCE. <br />2. IF REQUESTED BY OWNER, CONTRACTOR TO SUBMIT SHOP <br />DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS & <br />HARDWARE SPECIFIED TO OWNER FOR REVIEW. <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. ALL DOORS & HARDWARE TO COMPLY WITH NFPA 101-5-2.1.5. <br />6. ALL DOORS & HARDWARE TO COMPLY WITH THE FLORIDA <br />ACCESSIBILITY CODE AND THE ADA FEDERAL REGULATION CODES, <br />UTILIZING A LEVER LATCH OR LOCKSET. <br />7. ALL STORE FRONT SYSTEM DOORS ARE EXISTING AND SHALL <br />REMAIN AS IS. <br />8. FINAL CORE PROCESS FOR LOCKSETS & KEYING SHALL BE: THE <br />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 - 1-1/2' PAIR 4-1/2"X 4-1/2" 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) FLOOR MOUNTED DOOR STOP <br />c <br />�N <br />co <br />OUj <br />OO U <br />0:z <br />qU <br />U O <br />HEAD DETAIL - H1 <br />JAMB DETAIL - J1 <br />SILL DETAIL - S1 <br />9 Door Details <br />SCALE: 3" =1'-0" <br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH <br />2 Interior Elevation <br />SCALE: 1/2' = V-0' <br />8" <br />Iti f <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 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 />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 />FLUSH CONTROL HANDLES TO BE <br />MOUNTED ON SIDE FURTHEST <br />FROM WALL TO COMPLY WITH <br />FBC 11A.16.5 <br />0 <br />I <br />o � 4 <br />CV th <br />1'-3" <br />MIN <br />3 Interior Elevation <br />SCALE: 1/2' = T-0" <br />1'-6" <br />MIN <br />6' <br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH <br />rRVVIUC FWA VVMrLVMII INOULAI IVIY V1[LAV <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 />KEY <br />DESCRIPTION <br />BOBRICK MODEL <br />BRADLEY MODEL <br />ASI MODEL <br />REMARKS <br />0 <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 />O2 <br />42' GRAB BAR <br />6806 <br />8120-001420 <br />3800-42 <br />O <br />MIRROR UNIT <br />B-294 <br />782 <br />0600TA <br />16' X 30' TILT MIRROR W/ STAINLESS STEEL FIRM. <br />0 <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 />CD <br />SOAP DISPENSER <br />STAINLESS STEEL SURFACE MOUNTED <br />0 <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 TOACI-05 SPECIFICATIONS, CODES AND STANDARDS. <br />B. CONCRETE SHALL BE PORTLAND CEMENT PERASTM 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 OVERA 6 MIL VAPOR BARRIER ON <br />TERMITE TREATED COMPACTED SOIL. <br />E. CONCRETE SHALL HAVE MINUNUM 1 1/7 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 aQ 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 SHALL BE PERFORMED BYAN EXPERIENCED ENGINEERING TECHNICIAN <br />IN THE AREAOFTHE 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 />SUBMITTAL TO ENGINEER AND ARCHITECT OF RECORD. <br />10 Slab Notes <br />SCALE: N /A <br />u <br />b <br />5 Drinkinq Fountains <br />SCALE: 1/2' = V <br />GENERAL NOTES: <br />1. ALLACCESSORIES ARE TO BE MOUNTED IN ACCORDANCE WITH THE ACCESSIBILITY CRITERIA OF AMERICAN <br />WITH DISABILITIES ACTAS WELLAS 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 BEAT 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 EXISTING CMU WALL <br />OPENING / RE-ENTRANT CORNER, <br />C PROVIDE (2) #4 REBAR X 4-4r LONG <br />EACH SIDE AT MID -HEIGHT OF <br />SLAB AS SHOWN <br />a, <br />1 %' TO 316' WIDE X 1' DEEP GROOVE <br />W/ HIGH TRAFFIC SEALANT FILLER <br />W.W.F. <br />1 <br />i <br />EXISTING CMU BELOW - <br />GRADE TO REMAIN <br />EXISTING FOUNDATION <br />TO REMAIN <br />NE <br />SU <br />WI' <br />w _j <br />(1) #5 CONT.¢ w W U' <br />W >z <br />X. `a 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 />1/8 TO 3116 WIDE X 1" DEEP <br />GROOVE W/ HIGH TRAFFIC <br />SEALANT FILLER <br />X X <br />Slab Details <br />SCALE: NTS <br />CONT. EXPANSION <br />JOINT AT WALL <br />EXISTING CMU <br />WALL TO REMAIN <br />EXISTING <br />FOUNDATION TO <br />REMAIN <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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