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CAST IN PLACE CONCRETE FLOOR SLAB ON GRADE A. CONCRETE WORK SHALL CONFORM TO ACW5 SPECIFICATIONS, CODES AND STANDARDS. d B. CONCRETE SHALL BE PORTLAND CEMENT PER ASTM C150. CONCRETE SHALL BE PROPORTIONED FOR MAX. ALLOWABLE UNIT SHRINKAGE CONT. EXPANSION OF 0.03%AND SHALL BE 25% MAX. FLYASH BY WEIGHT.`,`* JOINTAT WALL C. CONCRETE SHALL BE 4" THICK, 3,000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, 1' MAX. AGGREGATE SIZE, 0.55 MAX. W/C, EXISTING CMU ejv o 4'-5' SLUMP. ° WALL TO REMAIN SECTION SECTION OUTSIDE EXISTING CMU WALL 1 D. CONCRETE SHALL HAVE 6 X 6 X 2.1 X 2.1 WWF AND BE PLACED OVERA 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL. NEW FLOOR EXISTING 110 RIGID EXISTING ROOF OPENING / RE-ENTRANT SLAB FLUSH FOUNDATION TO __ INSULATION DECK ABOVE W > E. CONCRETE SHALL HAVE MIN. 1 1!2" COVER OVER REBAR SIZED #3 - #5. CORNER, PROVIDE (2) #4 WITH EXISTING REMAIN NG MASONRY • rl d S REBAR X 4'-0' LONG EACH EXISTING EXISTING MASONRY w F. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. SIDE ATMID-HEIGHT OF WALL TO REMAIN AS IS FURRING, SHEATHING, WALL TO REMAIN AS IS FURRING, SHEATHING, V g IR & INSULATION TO RUN & INSULATION TO RUN G. W.W.F. SHALL CONFORM TO ASTM Al85. WIRE FABRIC SHALL BE CONTINUOUS, LAPPED ONE CROSS WIRE SPACING PLUS 2" MIN. 41 SCARAB SHOWN New Slab at Existinq CMU Wall FROM FLOOR SLAB FROM FLOOR SLAB l TO 6' ABOVE CEILING UNDERSIDE OF DECK 3 H. CONTRACTOR SHALL EMPLOY A QUALIFIED TESTING LABORATORY TO PREPARE ONE SET OF FOUR TEST CYLINDERS PER DAY OR ONE EXISTING COREFILL __ _ EXISTING COREFILL _ V SET FOR EACH 50 CUBIC YARDS POURED, MAX. LAB REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING CONCRETE FOAM INSULATION TO `_ FOAM INSULATION TO j' l REMAIN AS IS SUSPENDED CEILING REMAIN AS IS 1 1/2" RIGID v Q; STRENGTH AT 7 (1 CYLINDER) AND 28 (2 CYLINDERS) DAYS. FINAL CYLINDER SHALL BE HELD IN RESERVE. 1 . 3 " RE: CEILING PLAN INSULATION TO �6 WIDE X 1' EXISTING # 3 BAR Q 24' OC. NEW SLAB DEEP GROOVE W/ HIGH SLAB DRILL & EPDXY SET I. SAW CUT CONTROL JOINTS SHALL BE LOCATED @ 15' O.C. MAX, U.O.N. WITH LENGTH TO WIDTH RATIO NOT TO EXCEED 2:1. NEW TRAFFIC SEALANT FILLER INTO EXISTING SLAB. EXISTING EXTERIOR EXISTING EXTERIOR CONTROL JOINTS SHALL BE ALIGNED WITH EXISTING. FINISHES TO REMAIN 1/2" GYP BOARD OVER FINISHES TO REMAIN I 1/2" GYP BOARD OVER - AS THEYARE 1 1/2" Z-FURRING AS THEYARE I _... 1 1/2' Z-FURRING J. ALL EPDXYANCHORS USED AT REINFORCED CONCRETE SHALL BE HILTI WA, U.O.N. W.W.F. X X X CHANNELS Q 24" OC CHANNELS @ 24" OC MAX SPACING MAX SPACING EXISTING EXTERIOR EXISTING EXTERIOR K. POWDER ACTUATED FASTENERS (PAFS) NOT PERMITTED AT CONCRETE. o o w 4N 12" SIDEWALKSAND SIDEWALKSAND (1) #5 CONT. ¢ IS LL ADJACENT LANDSCAPE 6' VINYL BASE ON INSIDE ADJACENT LANDSCAPE 6" VINYL BASE ON INSIDE L. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE AS INDICATED BY 1 7 z Construction Joint AREAS TO REMAIN OF BATHROOM ONLY AREAS TO REMAIN OF BATHROOM ONLY GEOTECH. REPORT PROVIDED BY OWNER. THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12" LOOSE THICKNESS AND l AS THEY ARE _._ _._ AS THEYARE I _ COMPACTED TO A MIN. OF 95% OF THE SOIL'S MODIFIED PROCTOR MAX. DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557. 3 #5 VERT BARS. ONE o 0 EXISTING CMU BELOW AT CENTER OF OPENING ° NEW CONCRETE ° NEW CONCRETE M. AN IN -PLACE DENSITY TESTS SHALL BE PERFORMED BYAN EXPERIENCED ENGINEERING TECHNICIAN IN THE AREA OF THE SLAB POUR GRADE TO REMAIN F:1i AND ONE EACH 4" FROM 1/8 TO 3116 WIDE X 1" DEEP SAW CUTS TO BE MADE WITHIN 24 HOURS \ ° ° ° FLOOR SLAB IN ° ° ° FLOOR SLAB IN SIDES. DRILLAND GROOVE W/ HIGH TRAFFIC OF POUR, WWF SHALL BE CONTINUOUS @ ° AREA OF EXISTING ° ° AREA OF EXISTING N. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. EXISTING FOUNDATION EPDXY SET 6" INTO SEALANT FILLER ALL C.J.S. U.O.N. ON PLANS SLAB LEAVE OUT SLAB LEAVE OUT 0. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTING EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE TO REMAIN EXISTING CMU BASE. RISK OF DAMAGE TO THE STRUCTURE. J, X X X X X X PLAN VIEW PLAN VIEW R THE CONTRACTOR SHALL SUBMIT COPIES OF THE CONCRETE MIX DESIGN AS WELLAS COPIES OF ANY TEST REPORTS. New Slab at Existinq CMU Wall Opening Sawcut Joint Q. SUBMITTALS SHALL BE APPROVED, SIGNED, AND DATED BY THE G.C. PRIOR TO SUBMITTAL TO ENGINEER AND ARCHITECT. \ F 1 - - - EXISTING DOOR TO BE REMOVED. CMU OPENING TO BE ENLARGED EXISTING IN THE DIRECTION AWAY FROM DOWNSPOUT TO NEW DOOR FLOOR PLAN GENERAL NOTES: THE PUBLIX WALL. NEW DOOR BE RELOCATED TYPE F. EXISTING TYPE A AB V INSTALLED. (WALL TO THE THE SIDE (WALL TYPE B DOWNSPOUT 1. ALL SHEATHING INSIDE OF RESTROOMS SHALL BE S h eath i n over Masonry Wa I I S h eath i n over Masonry Wall TYPE B ABOVE DOOR) OF THE NEW DOOR ABOVE DOOR) TO REMAIN '� MOISTURE RESISTANT. g EXISTING MASONRY L WITH FRAMING AND EXISTING MASONRY VPALL WITH FRAMING AND 2. ALL WALLS INSIDE OF RESTROOMS SHALL RECEIVE SHEATHING ADDED TO THE INTERIOR SIDE. TO SHEATHING ADDED TO THE INTERIOR SIDE. TO ENAMEL PAINT. ALL OTHER SHEATHING SHALL BE BE USED IN SPACE F4 INSIDE THE RESTROOM BE USED ON ALL CMU WALLS IN SPACE F1-F3. ., LEFT PAINT READY. AND ALONG THE SIDE WALL. SCALE: 1 1/2" =1'-0' — — — SCALE: 1 1rz' =1'-0' 3. CMU WALLS THAT RECEIVE NO SHEATHING WILL BE LEFT AS IS WITH NO FINISH ADDED O B B B I B I 4. THE RESTROOM FLOORS SHALL BE VCT ALL OTHER w NEW DOORS FLOORS SHALL BE EXPOSED CONCRETE. 20'-0' I F p TYPE D 5. THE RESTROOMS SHALL HAVE A 6' VINYL BASE ON THE INSIDE OF THE WALLS. NO OTHER WALLS SHALL O RECEIVE A WALL BASE. SECTION SECTION CONTINUOUS STUD AT ' ^ NEW DOOR TOP OF WALL v TYPE E - - - - - - - - - SIDEWALK I F EXISTING CONCRETE 6. THE INTERIOR SIDE OF ALL BATHROOM DOORS SHALL W - - - - - - - - - - - Z RECEIVE ENAMEL PAINT TO MATCH THE WALLS. THE 77TB o E B � ! EXTERIOR SIDES SHALL BE LEFT PAINT READY. I I MTL STUD FRAMING � QJ cD `- w I F I EXISTING ROOF DECK U 600S125-43 @ 24' OC . � Q EXISTING ELECTRICAL 7. THE EXTERIOR SIDE OF THE NEW EXTERIOR DOOR SHALL I I I I C U PANEL BE PAINTED TO MATCH THE EXTERIOR OF THE BUILDING. I I I (D 0 J LL EDGE OF EXISTING E — — THE INTERIOR SIDE SHALL BE LEFT PAINT READY. I CONTINUOUS STUD AT I Q TOP OF WALL w SLAB LEAVE OUT 8,-0" I m Q El 8. THE EXTERIOR MASONRY AND STUCCO AROUND THE 5/8" GYP BOARD BOTH d • EXISTING STEP UP I z O) TRANSFORMER NEW EXTERIOR DOOR SHALL BE REPAIRED AS NEEDED TO SIDES OF FRAMING. co^L- cy B FILL IN EXISTING SLAB MATCH THE EXISTING CONDITIONS. THE REPAIRED STUCCO FRAMING, SHEATHING, MTL STUD FRAMING 112" GYP BOARD BOTH z I..L Q LEAVE OUT AS WELL A104-1 AREAS AROUND THE DOOR SHALL BE PAINTED TO MATCH & INSULATION TO 600S125-43 Q 24' OC SIDES OF FRAMING. LAY IN CEILING, RE: RCP i M ~ AS ANY AREAS SAWCUT THE EXTERIOR OF THE BUILDING. TERMINATE AT UNDERSIDE FRAMING, SHEATHING, FOR T.I. WORK EXISTING ELECTRICAL OF ROOF STRUCTURE ABOVE. & INSULATION TO POWER RISER 9. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND R-19 SOUND BATTS TERMINATE 6" ABOVE R-19 SOUND BATTS CONDITIONS PRIOR TO SUBMITTING BIDS. WALL CONSTRUCTION SHALL I CEILING. F- - - - ! BE CONSISTENT WITH UL I 10. GC MAY SUBMIT ALTERNATE DESIGN FOR STUD GAUGE DETAILS U419, HW-S-0001, & I CONTINUOUS STUD j I CONTINUOUS STUD TRACK & SPACING. IF AN ALTERNATE DESIGN IS PROPOSED, THE W-L-1001 TO PROVIDE A MIN. j j TRACK 60OT125-43 I IWT125-43 cl) B - .1 GC MUST SUBMIT INFORMATION TO THE OWNER & THE 1 HOUR FIRE RATING. ARCHITECT FOR APPROVAL PRIOR TO ORDERING ANY I o MATERIALS. THE SUBMITTAL MUST INCLUDE STRUCTURAL 6" VINYL BASE ON INSIDE INFORMATION VERIFYING THAT THE DESIGN IS ADEQUATE I OF BATHROOM ONLY E FOR THE WALL'S REQUIRED HEIGHT, LOADING, AND DEFLECTION. THE SUBMITTAL MUST ALSO INCLUDE PRICE 0 EXISTING DOOR COMPARISON INFORMATION. RE: WALL TYPE DETAILS. ° ° ° ° ° NEW CONCRETE b TO REMAIN EXISTING CONCRETE o ° FLOOR SLAB IN U FLOOR SLAB TO ° AREA OF EXISTING s.� B REMAIN IS SLAB LEAVE OUT = EXISTING DOOR EXISTING EXISTING DOOR EXISTING EXISTING DOOR TO BE WELDED DOWNSPOUT TO BE WELDED DOWNSPOUT TO REMAIN AS IS SHUT TO REMAIN SHUT TO REMAIN PLAN VIEW PLAN VIEW N 6 Q CU m Z � LQ L I i. 0zso I B B B B B A ! z" �m I TYPE DANEW ER I I -� -- Q I C F � (� l New 6" Metal Stud Wall New 6" Metal Stud Wall NGo cq N I ( _, 1 HOUR FIRE RATING NO FIRE RATING N - - - - - - - - - - - - - - - - - - - - - - ` TO BE USED FOR TENANT DEMISING WALL TO BE USED FOR RESTROOM WET WALLS. U J ;1. SCALE: 1 1/2" =1'-0' SCALE: 1 1/2" =1'-0' (tf CO lL EDGE OF EXISTING Al04-7cu SLAB LEAVE OUT W B INSIDE SPACE F4, _ I � } w L FILL IN EXISTING SLAB z o LEAVE OUT AS WELL - -- - - NO FINISH ADDED ►- O AS ANY AREAS SAWCUT TO REAR CMU WALL w w O FOR T.I. WORK OUTSIDE OF RESTROOM _ ti N =LL A a a cn j SECTION SECTION CONTINUOUS STUD AT TOP OF WALL I i a (q I U I I z NEW 6 DEMISING MTL STUD FRAMING R EXISTING ROOF DECK 362S125-43 24" OC _ ` `D LL WALL CENTERED E @ a w o ON EXISTING COLUMNLU E I I I CONTINUOUS STUD AT I k LL , . I TOP OF WALL z LLJ = rt I I WLL z co 1 , Uj z I 1/2' GYP BOARD BOTH MTL STUD FRAMING 1/2' GYP BOARD BOTH N �' ALL COLUMNS TO BE WRAPPED ALL COLUMNS TO BE WRAPPED ,� LL EXISTING STEEL [ 362S125 43 24' OC WITH 1/2' GYP BOARD OVER 1.5" WITH 1/2" GYP BOARD OVER 1.5' o o COLUMN TO BE SIDES OF FRAMING. SIDES OF FRAMING. LAPIN CEILING, RE: RCP co BLOCKING / FURRING FROM FLOOR BLOCKING I FURRING FROM FLOOR w HIDDEN IN NEW WALL - FRAMING, SHEATHING, FRAMING, SHEATHING, v SLAB TO UNDERSIDE OF ROOF DECK SLAB TO UNDERSIDE OF ROOF DECK I & INSULATION TO & INSULATION TO TERMINATE AT UNDERSIDE I R-11 SOUND BATTS TERMINATE 6" ABOVE R-11 SOUND BATTS j OF ROOF STRUCTURE ABOVE. I CEILING. ( I I 79'-7�� INTERIOR CLEAR 18'-10%"INTERIOR CLEAR ( I CONTINUOUS STUD TRACK CONTINUOUS STUD TRACK I 362T12543 I 362T125-43 z o FACE OF FINISH TO FACE OF FINISH FACE OF FINISH TO FACE OF FINISH ` I I 6' VINYL BASE ON INSIDE OF BATHROOM ONLY B C A EXISTING CONCRETE ° ° ° ° ° NEW CONCRETE o 20'-0' FROM OUTSIDE FACE OF I - FLOOR SLAB TO FLOOR SLAB IN REMAIN AS IS AREA OF EXISTING CMU WALL TO CENTER OF COLUMN I SLAB LEAVE OUT w I � Q EXISTING FRONT FRAMED EXISTING FRAMED WALLS PLAN VIEW PLAN VIEW w m WALL TO REMAIN AS IS OF TOWER FEATURE co w f- TO REMAIN AS IS ~ o F-D - a c.) r f I4r=::j3_ LijN i I EXISTING DOOR TO BE I NEW DOOR EXISTING DOOMS TO BE REPLACED WITH GLAZING I TYPE'. C I REPLACED WITH GLAZING -- — : y - New 3 5/8 Metal Stud Wall New 3 5/8 Metal Stud Wall NEW �OOR a NO FIRE RATING NO FIRE RATING z rnlcS # TYPE B TO BE USED FOR THE STOCKROOM WALLS TO BE USED FOR THE OTHER RESTROOM WALLS o F- M �' ,�„ ---- -- - _'y - 1/2' _ 1'-0. 1/2• -1� 0- N N Z c� . - _ - SCALE. 1 SCALE. 1 _CD w m w o 0 I a � � = - SOFFITABOVE LANDSCAPE AREA 'CONCRETE SIDEWALK a o o v (SHOWN DASHED) TO REMAIN AS IS TO REMAIN AS IS F F- TO REMAIN AS IS F 3 F4 f F-5 I F 1 I j 0',IF-11 i TENANT BUILD OUT � Floor Plan Al 02 N SCALE: 1/8" =1'-0'