Laserfiche WebLink
7'-6" <br />INSIDE FACE OF STUD TO INSIDE FACE OF STUD <br />Toilet Layout <br />SCALE: 1/2" = T-O" <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-O" X T-0" <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 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 & B ARE EXISTING TO REMAIN AS 1S. <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 TOA5 LB MAX OPENING FORCE. <br />2. FOR ALL DOOR & HARDWARE SPECIFIED, CONTRACTOR TO SUBMIT <br />SHOP DRAWINGS & PRODUCT LITERATURE PREPARED BYA <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 ARCHITECT'S AND <br />TENANTS APPROVAL. <br />6. ALL DOORS & HARDWARE TO COMPLY WITH NFPA 101-0-2.1.5. <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-1-1/2" 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 N0.4040 FINISH US26D MOUNTED ON <br />INSIDE OF ROOM <br />D) SILENCERS: THREE EACH PER DOOR <br />E) FLOOR MOUNTED DOOR STOP <br />DIMENSIONS ARE FROM INSIDE FACE OF FINISH <br />2 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 />M <br />CV <br />1'-3" <br />MIN <br />3 Interior Elevation <br />SCALE: 1/2" = V-0" <br />T-0" <br />1'-6" <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 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 />O <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 />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 />\CV <br />7 Toilet Accessory Schedule <br />SCALE: NTS <br />HEAD DETAIL - H1 <br />1 Y2" <br />JAMB DETAIL - J1 <br />SILL DETAIL - S1 <br />9 Door Details <br />SCALE: 3" = V-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 HOLLOWORE <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 />b <br />rRUV IUC AUN wivirLIIAN I INOULHI IUN UM LAV <br />GUARD TO PROTECT FROM CONTACT. REFER <br />TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS <br />4 Interior Elevation <br />SCALE: 1/2" = T-0" <br />5 Drinking Fountains <br />SCALE: 1/2"=1'-(lr <br />GENERAL NOTES: <br />1. ALL ACCESSORIES ARE TO BE MOUNTED IN ACCORDANCE WITH THE ACCESSIBILITY CRITERIA OF AMERICAN <br />WITH DISABILITIES ACTAS WELLAS WITH ANYAPPLICABLE 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 1U-0" ABOVE THE FINISHED FLOOR. <br />6. REFER TO A101 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 />0 0 <br />2 Y <br />FOR MAXIMUM ALLOWABLE UNIT SHRINKAGEPF_0.03/o AND SHALL _5 k MAXIMUM FLYASH B <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 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 HILT[ 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 <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 AREAOF 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 />SUBMITTAL TO ENGINEER AND ARCHITECT OF RECORD. <br />10 Slab Notes <br />SCALE: N /A <br />Z_ <br />C�J <br />CV <br />nI♦ <br />• <br />MN <br />MEN <br />• <br />WOMEN <br />MEN'S RESTROOM SIGN WOMEN'S RESTROOM SIGN <br />PROVIDE (1) SIGN FOR EACH RESTROOM COMPLYING WITH <br />ADA LOCAL CODE. SIGN TO HAVE RAISED AND BRAILLE <br />CHARACTERS AND PICTORIAL SYMBOL OF ACCESSIBILITY. <br />MOUNT CENTER OF SIGN V-0" AFF ON THE WALL ON THE STRIKE <br />SIDE OF THE DOOR. SIGN TO BE GRAY WITH WHITE CHARACTERS. <br />6Accessible Signage <br />SCALE: 3" = V-0" <br />OUTSIDE /— EXISTING CMU WALL <br />OPENING RE-ENTRANT CORNER, <br />PROVIDE (2) #4 REBAR X 4'-0" LONG <br />( <br />EACH SIDE AT MID -HEIGHT OF <br />SLAB AS SHOWN <br />41 <br />k16" <br />1 <br />TO WIDE X 1" DEEP VE <br />W/ HIGH TRAFFIC SEALANT FILLER <br />W.W.F. <br />wo <br />(1) #5 CONT. ¢ w U_ <br />1 <br />w >z <br />3 #5 VERT. BARS. ONE AT <br />EXISTING CMU BELOW <br />CENTER OF OPENING AND <br />GRADE TO REMAIN <br />ONE EACH 4" FROM SIDES. <br />DRILL AND EPDXY SET 6" INTO <br />.`EXiSTIN%``FOUhDATtON.... ;.... .. <br />.. , ._ _... C <br />EXISTINGIU BASE. <br />TO REMAIN <br />NE <br />SL <br />WI' <br />New Slab at Existing CMU Wall Opening <br />New Slab at Existing CMU Wall <br />EXISTING # 3 BAR @ 24" OC. <br />SLAB DRILL & EPDXY SET <br />INTO EXISTING SLAB. <br />X X <br />J, 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 />'v <br />1/8 TO 3116 WIDE X 1" DEEP SAW CUTS TO BE MADE WITHIN 24 HOURS <br />_\ r <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 />11 Slab Details <br />SCALE: NTS <br />r1 � <br />0 <br />v1 <br />o <br />O� <br />W <br />•� <br />> o <br />U <br />w <br />z� <br />U <br />U <br />W <br />O <br />0 <br />L_ <br />v LU <br />�ZO <br />J r" <br />co <br />.LVM <br />(DQLL <br />a "E�a <br />z � coo � <br />J <br />U <br />0 <br />E <br />E <br />0 <br />U <br />N� <br />�--+ 0 <br />Co J <br />qd- <br />Qm <br />Y <br />Ma <br />00 <br />J <br />CO <br />U <br />..Ca <br />J U <br />♦♦//� U <br />y,OJ <br />� 00 <br />Z <br />C6 0s } <br />a <br />CV <br />i— ° N <br />CA <br />0 <br />MI <br />0 <br />LU <br />J CU <br />� `v <br />w co <br />LU= <br />x - <br />C <br />40 z <br />WM- <br />16 m rn- <br />dQ <br />'®s w �* <br />J- <br />w w <br />c~n <br />w <br />co <br />2 <br />Of <br />w <br />a <br />0 <br />LU <br />rn� <br />o <br />Q <br />w <br />N <br />J <br />w <br />CP <br />co <br />d <br />ob <br />z <br />rnI <br />C) <br />i <br />_ <br />LUo <br />LLI <br />CD <br />C) <br />z <br />12 <br />N <br />LUN <br />co <br />O <br />W <br />¢ <br />Al 02 <br />