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17-4582NERAL DEMOLITION NOTES: GE , F= GENERAL NOTES � THESE PLANS AND THE ASSOCIATED CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NONSTRUCTURAL MEMBERS DURING / - - - - - - CONSTRUCTION: G SHOWN IS SCHEMATIC `IN NATURE. HOWEVER THE SUPORTING STRUCTURE HAS BEEN THE STRUCTURAL FRAMING -' DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS LAYOUT. PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL REVIEWOF SHOP DRAWINGS IS REQUIRED AS THE ENGINEER CHECKS BEAM, WALL, COLUMN AND FOOTING I CAPACITIES AGAINST KNOWN LOADING, FAILURE TOP PROVIDE SHOP DRAWINGS MAY RESULT IN ADDITIONAL ENGINEERING COSTS DURING CONSTRUCTION. THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO 0 - BUILDER ACCEPTS FULL RESPONSIBLITIY FOR THIS ENGINEER. BY SUBMITTING THESE PLANS FOR PERMIT, THE' THE ACCURACY OF THE INFORMATION DEPICTED WITHIN AND IT IS ASSUMED THAT THE BUILDER HAS READ AND UNDERSTANDS THE NOTES BELOW. DO NOT SCALE DRAWINGS_ 1. MAINTAIN ACCESS TO EXISTING TENANTS OCCUPANCY AT ALL TIMES BY THE GENERAL PUBLIC. TEMPORARY ACCESS SHALL COMPLY WITH ALL ADA CODES: 2. THE DEMOLITION INDICATED IS INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION WORK AND IS DIAGRAMMATIC IN NATURE. G.C. TO PERFORM ALL ' WORK REQUIRED FOR THE SATISFACTORY COMPLETION OF THE SCOPE OF WORK INDICATED IN THE DRAWINGS. THE INTENT OF THE DRAWINGS IS TO COMPLETE ' ALL DEMOLITION AS REQUIRED TO COMPLETE THE PROPOSED NEW CONSTRUCTION XISTING DOORS AND THE G.C. 'SHALL BE RESPONSIBLE FOR SUCH. TO BE REPLACED 3. USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE ! TYPICAL COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 4. ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL SEQUENCES OR CHARGE OF DEMOLITION,. MEANS, METHODS, AND TECHNIQUES. AND PROCEDURES, OR FOR, THE SAFETY PRECAUTIONS AND PROGRAMS IN I EXISTING MILLWORK TO ,>. CONNECTION WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE i CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE BE REMOVED 'REMOVE / CONTRACT DOCUMENTS: THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE % DOOR CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR. SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER1 1-91 PERSONS PERFORMING ANY OF THE WORK. li�,� ��II 1 5. THE CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE /j/ I�'J✓JI-I J / DEMOLITION ON THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY, COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND THE V`IOVE EXIST / ' i - -1 XISTING PLUMBING DEMOLITION DOCUMENTS AND BRING ANY DISCREPANCIES TO THE ATTENTION OFWALL 8° 1 1 I ( °I ' FIXTURES TO BE Ht ARCHITECT. L - - - J REPLACED: 6:' THE/'CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED 1 ( I EXIST. 1 DEMOLITION AND TRADE PERMITS AND THEIR RESPECTIVE COSTS. - 1� APPLIANCES TO BE _ EPLACE EXIST TUB WITH 7. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO DEMOLITION % ° AND/OR CONTRACT NEGOTIATIONS AND SHALL VERIFY EXISTING CONDITIONS WITH REPLACED NEW SHOWER THE DEMOLITION DOCUMENTS. DISCREPANCIES BETWEEN DEMOLITION DOCUMENTS AND THEIR INTENT) SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION: BIDS SHALL NOT BE SUBMITTED OR CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE DEMOLITION / i DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. // WASH/DRY 8. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE RELOCATED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL XISTING PLUMBING SYSTEMS. ANY DISCREPANCIES BETWEEN THESE EXISTING CONDITIONS AND DEMOLITION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION '' FIXTURES TO BE PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE II % � ° REPLACED CONTRACTOR :SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, 11 / SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN \ COMPLETED, WILL BE IN ACCORDANCE WITH THE INTENT OF THE DEMOLITION = _ DOCUMENTS.' 9. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF TRASH i DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, ETC, ! ALL REMAINING FACILITIES SHALL BE LEFT CLEAN AND READY FOR CONSTRUCTION r UPON COMPLETION OF DEMOLITION. 10. THE CONTRACTOR SHALL REPAIR AND/QR REPLACE ALL EXISTING ITEMS DAMAGED' IN THE PROCESS' OF DEMOLITION AND SHALL FINISH ALL PATCHWORK / AND REPAIRS TO MATCH EXISTING ADJACENT AREAS AND SURFACES. / 11. USING ONLY THE MEANS AND EQUIPMENT APPROVED FOR THIS PURPOSE BY - GOVERNMENTAL AGENCIES HAVING JURISDICTION, DEMOLISH AND COMPLETELY REMOVE -FROM THE JOB SITE THE EXISTING CONSTRUCTION DESIGNATED TO BE REMOVED. 12. SHUTOFF, CAP AND OTHERWISE PROTECT PUBLIC UTILITY LINES IN / ACCORDANCE WITH THE REQUIREMENTS OF THE; PUBLIC AGENCY OR UTILITY HAVING JURISDICTION. 13. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE PROPERTY OF THE I CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE (CONFIRM iAl OWNER FOR EXCEPTIONS). 14. USE THE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE. 15. G.C. SHALL VERIFY THE EXISTING STRUCTURE PRIOR TO ANY DEMOLITION AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT IN WRITING. p T D E TVI 0 L I 11 0 N P L A N A 1 16. G.C. TO PATCH AND REPAIR GWB AT ALL LOCATIONS WHERE THE EXISTING SURFACE IS NOT STRAIGHT AND TRUE. SCALE: 1/16" _ 1'-0" Al 17. G.C. TO PATCH AND REPAIR GWB AT ALL LOCATIONS WHERE EXISTING r ITc A<?� Tn npnnfll ICE1Rn CI Ir^N AC PARTITIl1N� (Fil INC Digitally signed Richard by Richard Barnes Date: Barnes 2017.10:30 12:09:53 -04'00' SCOPE OF WORK LEVEL II RESIDENTIAL RENOVATION CONSTRUCTION TYPE V OCCUPANCY R-2 LIST OF DRAWINGS Al A-2 E-1 P-1 WALL_ SCHEDULE EXISTING BLOCK WALL OR PARTITION TO REMAIN - - - - - - EXISTING BLOCK WALLS OR PARTITION TO - - - - - - BE DEMOLISHED. - - - - - - EXISTING FRAME WALLS OR PARTITION TO - - - - - - BE DEMOLISHED. 11 EXISTING DOOR TO BE REMOVED 1 11 / Digitally signed Richard by Richard Barnes Date: Barnes 2017.10:30 12:09:53 -04'00' SCOPE OF WORK LEVEL II RESIDENTIAL RENOVATION CONSTRUCTION TYPE V OCCUPANCY R-2 FOLIO NUMBER CODE ■ FLORIDA BLDG CODE 2014 5TH EDITION ■ FLORIDA EXIST. BLDG CODE 2014 ONE 2011 Revisions: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY RICHARD BARNES ARCHITECTURAL DESIGN SERVICES, LLC AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE DRAWINGS. DRAWN CHECKED DATE SCALE AS NOTED FOR PERMIT 10-29-17 SHEET D-1 OF SHEETS LIST OF DRAWINGS Al A-2 E-1 P-1 COVER/DEMO FLOOR PLAN ELECTRICAL PLAN PLUMBING PLAN FOLIO NUMBER CODE ■ FLORIDA BLDG CODE 2014 5TH EDITION ■ FLORIDA EXIST. BLDG CODE 2014 ONE 2011 Revisions: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY RICHARD BARNES ARCHITECTURAL DESIGN SERVICES, LLC AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE DRAWINGS. DRAWN CHECKED DATE SCALE AS NOTED FOR PERMIT 10-29-17 SHEET D-1 OF SHEETS CONCRETE MASONRY CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530 /ASCE 5 AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530.1 /ASCE 6 (LATEST EDITION) CONCERT MASONRY SHALL HAVE F'm = 2000 PSI MINIMUM CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90 GRADE N, TYPE 11. MASONRY UNITS SHALL BE TESTED IN ACCORDANCE WITH ASTM C140 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH. OF 2000 PSI MINIMUM BASED ON THE CROSS SECTIONAL AREA. GROUT SHALL. BE IN CONFORMANCE WITH ASTM C476, COARSE TYPE. GROUT SHALL :HAVE F'C = 2500 PSI MINIMUM. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270, TYPE M OR S. PROVIDE PRECAST LINTELS OVER ALL OPENINGS IN MASONRY CONSTRUCTION UNLESS NOTED OTHERWISE IN PLAN. AND SHALL HAVE 4" MINIMUM BEARING AT EACH END. PROVIDE CLEAN OUTS FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR .PROTRUSIONS TO 1/2" MAXIMUM IN GROUT CELLS ALL MASONRY WALLS SHALL BE CONSTRUCTED WITH 9 GA. LADDER TYPE JOIN REINFORCING SPACED 16" O.C. VERTICALLY. LAP AT CORNERS AND 6" MINIMUM 103 ALL LINTELS SHALL HAVE A 3/4" INSPECTION UNDER EACH OF THE LINTELS (TO REASSURE CONCRETE FILL) 8"X8" CONCRETE FILLED BLOCK CELLS SHALL A 3/4" INSPECTION MINIMUM EVERY 4' O.C. GAP ` <u.O.N.L DRYWALL I. 2x4 CONT, TOP PLATE �l OR LIGHT GAUGE STEEL I TRACK C10 WOOD STUDS LIGHT GAUGE STUDS 2x4s @ 16' O.C. FOR 3 8" @ 16" O.C. FOR H=8'-10` H=8'-10' ,2x65 @ 24" ❑.C. FOR 3 J" @ 16" D.C. FOR H=10'-14' H=10'-14' 2x8s @ 24' D.C. FOR 6` @ 16` D.C. FOR H=14'-20' H=14'-20' L3 (2) NO 8. TEK SCREWS LIGHT GAUGE STUD TO BOTTOM z TRACK � WOOD STUD TO PLATE < ! � 2-16d NAILS 0 2x4 3-16d NAILS @ 2x6s 4—i5d NAILS ®2x8S E J 5/8" DRYWALL 0 P•T; 2x SALE 'PLATE OR LIGHT. GAUGE TRACK WOOD BASE USE ,145' DIA P.A.F. @ 16" D.C. TO CONCRETE CONC, SLAB 6X6 }$ WIRE .MESH NON LOAD BEARING PARTITION (ALL FRENCH DOORS ARE ALUMINUM W/ TINTED GLASS BY "PGT" OR APPROVED EQUAL) F I R S T F L O O R D O O R S SYM SIZE TYPE TYPE MATERIAL FRAME WIND PRESSURES REMARKS 101 3068 FOYER SWING METAL METAL +67.0/-73.3 IMPACT 102 5068 LIVING FRENCH MET/GLASS METAL +65.3/-71.2 IMPACT X03 ` 5068 BEDROOM FRENCH MET/GLASS METAL +65.3/-71:2 IMPACT Q ALUM +65.6/-71.2 IMPACT 103 LIVING SH 105 2068 LAUNDRY BI FOLD METAL 104 LIVING SH X06 2068 BEDROOM SWING COMPOSITE IMPACT 105 LIVING X07 2668 BATH SWING COMPOSITE +68.6/-74.6 IMPACT 108 2868 CLOSET BI FOLD METAL 109 2868 AC _ BI FOLD METAL 110 2868 BEDRROM SWING COMPOSITE 111 2068 BATH POCKET COMPOSITE 112 2668 CLOSET SWING COMPOSITE CONCRETE MASONRY CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530 /ASCE 5 AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530.1 /ASCE 6 (LATEST EDITION) CONCERT MASONRY SHALL HAVE F'm = 2000 PSI MINIMUM CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90 GRADE N, TYPE 11. MASONRY UNITS SHALL BE TESTED IN ACCORDANCE WITH ASTM C140 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH. OF 2000 PSI MINIMUM BASED ON THE CROSS SECTIONAL AREA. GROUT SHALL. BE IN CONFORMANCE WITH ASTM C476, COARSE TYPE. GROUT SHALL :HAVE F'C = 2500 PSI MINIMUM. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270, TYPE M OR S. PROVIDE PRECAST LINTELS OVER ALL OPENINGS IN MASONRY CONSTRUCTION UNLESS NOTED OTHERWISE IN PLAN. AND SHALL HAVE 4" MINIMUM BEARING AT EACH END. PROVIDE CLEAN OUTS FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR .PROTRUSIONS TO 1/2" MAXIMUM IN GROUT CELLS ALL MASONRY WALLS SHALL BE CONSTRUCTED WITH 9 GA. LADDER TYPE JOIN REINFORCING SPACED 16" O.C. VERTICALLY. LAP AT CORNERS AND 6" MINIMUM 103 ALL LINTELS SHALL HAVE A 3/4" INSPECTION UNDER EACH OF THE LINTELS (TO REASSURE CONCRETE FILL) 8"X8" CONCRETE FILLED BLOCK CELLS SHALL A 3/4" INSPECTION MINIMUM EVERY 4' O.C. GAP ` <u.O.N.L DRYWALL I. 2x4 CONT, TOP PLATE �l OR LIGHT GAUGE STEEL I TRACK C10 WOOD STUDS LIGHT GAUGE STUDS 2x4s @ 16' O.C. FOR 3 8" @ 16" O.C. FOR H=8'-10` H=8'-10' ,2x65 @ 24" ❑.C. FOR 3 J" @ 16" D.C. FOR H=10'-14' H=10'-14' 2x8s @ 24' D.C. FOR 6` @ 16` D.C. FOR H=14'-20' H=14'-20' L3 (2) NO 8. TEK SCREWS LIGHT GAUGE STUD TO BOTTOM z TRACK � WOOD STUD TO PLATE < ! � 2-16d NAILS 0 2x4 3-16d NAILS @ 2x6s 4—i5d NAILS ®2x8S E J 5/8" DRYWALL 0 P•T; 2x SALE 'PLATE OR LIGHT. GAUGE TRACK WOOD BASE USE ,145' DIA P.A.F. @ 16" D.C. TO CONCRETE CONC, SLAB 6X6 }$ WIRE .MESH NON LOAD BEARING PARTITION WI[\1DOW SCHEDULE SYM LOCATION TYPE SIZE WIDTH X HEIGHT IR -ST F L 0 0 R MAT'L WIND PRESSURES IMPACT 101 BEDROOM HR 5' X 5' W U a ALUM +66.3/-723 IMPACT 102 DINING HR 6' X 5' Q ALUM +65.6/-71.2 IMPACT 103 LIVING SH 3' X 5' � w ALUM +68.6/-74.6 IMPACT 104 LIVING SH 4' X 5' ALUM +.67.0/-87.6 IMPACT 105 LIVING SH 3' X 5' ALUM +68.6/-74.6 IMPACT CONCRETE MASONRY CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530 /ASCE 5 AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530.1 /ASCE 6 (LATEST EDITION) CONCERT MASONRY SHALL HAVE F'm = 2000 PSI MINIMUM CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90 GRADE N, TYPE 11. MASONRY UNITS SHALL BE TESTED IN ACCORDANCE WITH ASTM C140 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH. OF 2000 PSI MINIMUM BASED ON THE CROSS SECTIONAL AREA. GROUT SHALL. BE IN CONFORMANCE WITH ASTM C476, COARSE TYPE. GROUT SHALL :HAVE F'C = 2500 PSI MINIMUM. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270, TYPE M OR S. PROVIDE PRECAST LINTELS OVER ALL OPENINGS IN MASONRY CONSTRUCTION UNLESS NOTED OTHERWISE IN PLAN. AND SHALL HAVE 4" MINIMUM BEARING AT EACH END. PROVIDE CLEAN OUTS FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR .PROTRUSIONS TO 1/2" MAXIMUM IN GROUT CELLS ALL MASONRY WALLS SHALL BE CONSTRUCTED WITH 9 GA. LADDER TYPE JOIN REINFORCING SPACED 16" O.C. VERTICALLY. LAP AT CORNERS AND 6" MINIMUM 103 ALL LINTELS SHALL HAVE A 3/4" INSPECTION UNDER EACH OF THE LINTELS (TO REASSURE CONCRETE FILL) 8"X8" CONCRETE FILLED BLOCK CELLS SHALL A 3/4" INSPECTION MINIMUM EVERY 4' O.C. GAP ` <u.O.N.L DRYWALL I. 2x4 CONT, TOP PLATE �l OR LIGHT GAUGE STEEL I TRACK C10 WOOD STUDS LIGHT GAUGE STUDS 2x4s @ 16' O.C. FOR 3 8" @ 16" O.C. FOR H=8'-10` H=8'-10' ,2x65 @ 24" ❑.C. FOR 3 J" @ 16" D.C. FOR H=10'-14' H=10'-14' 2x8s @ 24' D.C. FOR 6` @ 16` D.C. FOR H=14'-20' H=14'-20' L3 (2) NO 8. TEK SCREWS LIGHT GAUGE STUD TO BOTTOM z TRACK � WOOD STUD TO PLATE < ! � 2-16d NAILS 0 2x4 3-16d NAILS @ 2x6s 4—i5d NAILS ®2x8S E J 5/8" DRYWALL 0 P•T; 2x SALE 'PLATE OR LIGHT. GAUGE TRACK WOOD BASE USE ,145' DIA P.A.F. @ 16" D.C. TO CONCRETE CONC, SLAB 6X6 }$ WIRE .MESH NON LOAD BEARING PARTITION WINDOWS SYM LOCATION TYPE SIZE WIDTH X HEIGHT MASONRY OPEN'G MAT'L WIND PRESSURES IMPACT 101 BEDROOM HR 5' X 5' W U a ALUM +66.3/-723 IMPACT 102 DINING HR 6' X 5' Q ALUM +65.6/-71.2 IMPACT 103 LIVING SH 3' X 5' � w ALUM +68.6/-74.6 IMPACT 104 LIVING SH 4' X 5' ALUM +.67.0/-87.6 IMPACT 105 LIVING SH 3' X 5' ALUM +68.6/-74.6 IMPACT � NEW EXTERIOR_ DOORS AND WINDOWS SHALL BE EQUIPED WITH APPROVED "IMPACT" PROTECTION. GENERAL CONTRACTOR SHALL SUBMIT PRODUCT APPROVALS AS REQUIRED BY F.B.C. 2411. SCALE: 1/4" = 1'-0" ALL OPERABLEWINDOWS TO HAVE STAINLESS STEEL HARDWARE VERIFY ALL WINDOW SIZES AND MASONRY OPENINGS WITH MANUFACTURER, NOTIFY ARCHITECT OF ANY VARIANCE. i NOTES 1. ALL STEEL REINF. TO BE GRADE 60 Ksi 2. ALL CONC. TO BE 3,000 PSI ® 28 DAYS, 8" SLUMP MAX. 3. THIS REPAIR DEPICTS THE CREATION OF TWO WALL OPENINGS, 96x96, 30>'AND 36x84. Fol AS NEEDED ADJUST OPENING SIZE BASED ON THE REQUIRED ROUGH 6" #4 BAR @ 24" O.C.< • OPENING. DOWEL 1.5" DOWN d, a a °' 4. INSTALL NEW DOORS IN ACCORDANCE WITH CURRENT NOA's. ° 5. WIND LOADS ARE BASED ON V=146 MPH, EXPOSURE C, 1=1.0, ENCLOSED. 6. VERIFY DOOR LOCATIONS Wl ARCHT. PLAN. MASONRY JOINT REINFORCING 7. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. PLACED IN COURSES W/ BRICK TIES. ' a °.'Q. SHOULD EXTEND TO WITHIN 1 FROM EACH END. '.. WWF 4X4 — W2.9 X W 2.9 MESH NEAR TOP OF NEW SLAB. ° °tr ' • ADD A NOMINAL AMOUNT OF FIBER MESH ° '. ,.'d• TO THE READY MIX CONCRETE (AT LEAST 3000 PSI CONCRETED TO HLEP CONTROL ° CRACKING DURING THE CURING PROCESS. BRICK TIE, 8" FROM BTM AND 16" 0/C VERT. SECURED TO FACE OF MASONRY CURE THE CONCRETE POUR USING EITHER W/ 1/4" 0 x 2" TAPCON SATURATED CURING CLOTHS FOR 7 DAYS FILL CELL W/ MORTAR TO EMBED BRICK TIE OR SOME .SORT OF CHEMICAL CURINGrel '•° °' ae' ra d° 4 CONCRETE SLAB, OVER 6 MIL BEND BRICK TIE VAPOR BARRIER OVER CLEAN DOWN INTO MASONRY CELL TREATED COMPACTED FILL: SLAB REPAIR 1 SCALE: V=1' -O" MASONRY INFILL DETAIL A SCALE: V=V -0" U FLOOR PLANMEENHEME SCALE: 1/4" = 1'-0" WALL LEGEND EXIST. CBS NEW CBS INFILL RATED PARTITION EXIST. PARTITION TO REMAI NEW GYP. BD PART. CODE ■ FLORIDA BLDG CODE 2014 STH EDITION ■FLORIDA EXIST. BLDG CODE 2014 ■NEC 2011 E-' Q as 0 Q � ,� w UW�u Revisions: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE .OWNED BY RICHARD BARNES ARCHITECTURAL DESIGN SERVICES, LLC AND THE PROPERTY OF THIS OFFICE AND WERE .CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH .THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES: WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS- AS SHOWN ON THESECIAcn DRAWN CHECKED DATE SCALE AS NOTED FOR PERMIT 10-29-17 SHEET A- l OF SHEETS s CS W U a Q M n � w Q DRAWN CHECKED DATE SCALE AS NOTED FOR PERMIT 10-29-17 SHEET A- l OF SHEETS ® DUPLEX OUTLET 120V L -i RECESSED HIGH HAT 2 az SMOKE DETECTORS SHALL RE HAR D WIRED .. � -i QUAD RECEPTACLE PTACLE 120V r -1 ® VA POR PROOF 1 VERIFY NEW r L� 3. 4. S. 6. 1219 X SF X 3 WATTS SF � 3657 NEW FAN : VOLT DETECTOR WITH BATT ERY BACKUP. 1S T 10 KVA AT 100% Id i L J RECEPTACLE ®CEILING 120V 20 1 1200 12 DISHWASHER 3.:-,..-.-: 4.,. CONDENSER 8 4970 2 40 20 600, 12 DISPOSAL _. � 3 6 1 LOCATION OF NEW LIGHTS • ! CONNECTTO 20 1 1500 12 WASHING MACHINE 9 10 : GEN LIGHTING 14 1400 1 15 30 2 5000 10 KITCHEN CIRCUIT T AND o Q FLOOR RECEPTACLE SURFACE MOUNT 1 WASHER 1500 EXISTING LIGHT — — — SWITCH TOGETHER INREM Q WITWITH H BATTERY BACKUP. CIRCUIT 20 2 VOLT OUTLET - LIGHIING REFRIGERATOR 1200 _. _. t / DISCONNECT INTERC ONECT TO ALL WALL MOUNTED D LIGHT FIXTURE TO BE ALL APPLIANCE 15 00 1i DooR cIIME ACA - T 100% 5 0 00 HIGH -PRESSURE -SODIUM, 1 50 WATT W TH"DUSK_TO_DAWN"LIGHT 1 OTHER SMOKE WP WATER SENSOR SOR AND MANUAL L RAISE t ELECTRIC M METER OVERRIDE. DE. 1 SMALL APP APPLIANCE ..1500 i � 7 PROOF '.' ELECTRIC PANEL 1 LAUNDRY 1500 i ( , ALL WILL SOUND. FBC .EXHAUST FAN UNDER COUNTER LIGHT STRIP . 0 TELECOMMUNICATION OUTLETS TO BE 1 MW 1500 Y _ DOUBLE_ GANGED; EACH CONNECTED BY CONDUIT CONNECTEDLOAD ` SWITCH I WITH TWO(2) PULL -STRINGS FOR' O ( TELEPHONE AND/OR c ffl— 1 DISH WASHER 1200. 240 VOLTS 74 AMP S ' - OTHER HIGH-SPEED ACCESS) S .WITH A -.STANDARD ) WHITE 3 WAY SWITCH ; ;. .BLANK COVER PLATE. . o ffl� .38 _ 4 WAY. SWITCH 1 DISPOSAL 600 � NOTE. CONTRACTOR TO COORDINATE T HE INSTALLATION � t OF ALL REQUIRED TELEPHONE AND NoTE. EXISTING SERVICE IS 100 AMP A 2 A2NECEC EQUIPMENT, INCLUDING CABLE SMOKE 2 BA TH GFITELECOMMUNICAITONS 3000 ALL RECEPTACLE S TO BE ®15 AFF TO BOTTOM OF A ALL SWITCHES TO ®42 AFF TOB BOTTOM OF SWITCH ANDWALL JACKS TO THEIR RESPECTIVE OFFICE OKE ALAR MWIRING _._. � � SMOKE DETECTOR -" AREAS WITH OWNER AGENT / UNLESS NO TED OTHERWISE. 17157 2 az SMOKE DETECTORS SHALL RE HAR D WIRED .RELOCATE SA U1(0 EXIST PANEL ACTUa AL CIRCUITRY TO O : ExtsT BE DETERMINED IN A-22 FIELD. Revisions: GENERAL ELECTRICAL NOTESFI O O GFI NEW — 1 TOWEL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE G I N.E. .i AN c WARMER _ F BLDZi—�$ ( C } D GOVERNING MUNICIPAL, SATE AND LOCAL CODES. ALL MATERIAL SHALL EXIST , BE NEW AND SHALL BEAR THE #U.L. LABEL `'WHERE APPLICABLE 2. CONTRACTOR S.HA ;L WAKE ALL NECESSARY, CUTTING ANDD 0 ALL THE REATTACHING AS EXIST EXIST.. EXIST EXIST EXIST EXIST PANEL A co O CARBON MONOXIDE.. CO ( SENSOR.. HARDWIRED 1 20 VERIFY NEW TO'BAT 3. 4. S. 6. NECESSr 2Y FOR IHE PROPER EXECUTION OF THIS WORK. AFTc ? Hr g ST ; Tr�;4, 'HE SYSTEM SHALL TEST FREE FROM SHORT CIRCA "S A t � .:x:1 D& WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT THE CONDUIT SHALL COMPLY WITH THE N.E.C. REQUIREMENTS. AL CONDUCT _ L OR SHALL BE. COPPER. `NO CONDUCTOR 'sS14ALL :BE SMALL THAN 12 AWG � AND SHALL BE REATED FOR 600 VOLTS THWN OR THHN INSULATION. INSTALL,A GROUNDING __.. G CONDUCTOR WITH ALL CIRCUITS, UNLESS NOTED 0TH WIc ER E SIZED PER N.E.C.250-122. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT. DO NOT ORDER MATERIAL BEFORE VERIFYING BREAKER AND WIRE SIZE. - REPORT ANY DISCR_ N� y t-YEDIA7r-LY TO THE ENGINEER OF RECORD EXIST A-11,13 RE LOCAT EXIST A -3,A-5 VOLT DETECTOR WITH BATT ERY BACKUP. 1S T 10 KVA AT 100% 1O OOO BRKR POLE LOAD WIRE LOCATION NO NO LOCATIQat_ : WIRE LOAD POLE ; BRKR 15 1 1400 14 GEN LIGHTING 9 : _ 2 GEN LIGHTING 14 1400 1 15 20 1 1200 12 DISHWASHER 3.:-,..-.-: 4.,. CONDENSER 8 4970 2 40 20 600, 12 DISPOSAL _. � 3 6 1 LOCATION OF NEW LIGHTS • ! E IST O 20 1 1500 12 WASHING MACHINE 9 10 : GEN LIGHTING 14 1400 1 15 30 2 5000 10 KITCHEN CIRCUIT T AND TV QN AT 40% INREM WITWITH H BATTERY BACKUP. 2,863FIELD NEW TV- t / INTERC ONECT TO ALL GFI _ GROUND -FAULT D FAULT INTERRUPTER' e Q DooR cIIME ACA - T 100% 5 0 00 Locan ON 1 OTHER SMOKE WP WATER RAISE t DETECTORS SO THAT PROOF OUTLET I ALL WILL SOUND. FBC -' JUNCTION CT10N BOX UNDER COUNTER LIGHT STRIP EXIST l • O 90 5.2 AND NFP A 101 _ CONNECTEDLOAD ` 17,863 3 I 243.4) 240 VOLTS 74 AMP S 1 ; .38 t NOTE: NoTE. EXISTING SERVICE IS 100 AMP A 2 A2NECEC 406.- 11 TAMPER _ ALL RECEPTACLE S TO BE ®15 AFF TO BOTTOM OF A ALL SWITCHES TO ®42 AFF TOB BOTTOM OF SWITCH _._. � � RESISTANT RECEPTACLE 'UNLESS NOTED OTHERWISE OR ROVE UNLESS NO TED OTHERWISE. NEW RECEPTACLES REQUIRED COUNTER. �• IN ALL AREAS CEILING FAN � ✓ SPECIFIED IN 210.5 2• CIRCUIT NUMBERS. ON PLANS ARE FOR EXIST EQUIPMENT SIZING 2X4 FLUOR ESCENT ONLY .RELOCATE SA U1(0 EXIST PANEL ACTUa AL CIRCUITRY TO O : ExtsT BE DETERMINED IN A-22 FIELD. Revisions: GENERAL ELECTRICAL NOTESFI O O GFI NEW — 1 TOWEL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE G I N.E. .i AN c WARMER _ F BLDZi—�$ ( C } D GOVERNING MUNICIPAL, SATE AND LOCAL CODES. ALL MATERIAL SHALL EXIST , BE NEW AND SHALL BEAR THE #U.L. LABEL `'WHERE APPLICABLE 2. CONTRACTOR S.HA ;L WAKE ALL NECESSARY, CUTTING ANDD 0 ALL THE REATTACHING AS DRYER 11 12 7. VEtiF . cR P ?N T NEW GFI. RANGE 10 450 G CURREh. (A,D) NTH POWER COMPANY. 'EQUIPMENT WASHlDR E CONNECTT 0 2 30 EXIST AIC RA <,, G 11 5 BE ARGER THAN THE ER 13 c CC ?PANY AL 14 8. # i c c t; c p EXIST SMALL SAFETY S >CH A BE SQUARE "D", GENERAL ELECTRIC OR EQUAL. TYPE AND. APPLI ANCE EXIST: 20 1 1500 12 REFRIGERATOR R O BREAKERS ., DIC , 15 16 NUMBER „< ..R_A*£.-.<S AS ����..��,kTED ON' PANEL SCHEDULE STENCIL SPARE EXIST t= PANEL CIRCUIT 14 1400 1 15 DESIGNA 70% ON, NSID OF P ALL TWO -POLE A-22 — - L• PANEL ALS i4 OLE BREAKERS SHALL BE COMMON TRIP. EXIST 20. : 1 1500 12 SMALL APPLIANCE — _ , A, ., r 17 18 WATER HEATER PR0ViCE 7�-I= )NR=, ?�N SCHEDULE t ALL IDEAS, DESIGNS, ED LE II EACH _DADS CENTERS. CONNECTION TO MAIN BUS NEW ARRANGEMENTS EMENTS A ND PLANS 10 2500 2 25 EXIST SHALL BE WITH $URNDY ANNULAR COMPRESSION LUGS. T Gr OWEL: I INDICATED ED EXIST 20 ' 1 1500 12:: HEAT 19 20 a � A17 OR REPRESENTED BY 9. PANELS SHALL BE SQUARE D GENERAL ELECTRIC OR EQUAL TYPE AND ND NUMBER OF EJ I - ARMER THIS DRAWING ARE OWN 21 STA 19,1 ED BY 22 TOWEL WAR BREAKERS AS INDICATED ON P MER 12 PANEL SCHEDULE. STENCIL PAN 2000 2 EL. DESIGNATION ON IN RICHARD 20 NEW SIDE EXIST GFI BARNES ARCHITECTURAL EXIST F _ EXIST RAL 20 1 1500 ' t_ A 12 SMALL OF PANEL !L TWO POLE BREAKS S SHALL BE COMMON TRIP. PROVIDE FI DESIGN 23 TYPE WRITTEN f _ � SERVICES 24 EXIST A-18 20 J LLC AND THE SCHEDULE IN EACH L A sA O PROP ' ERTY OF T 0 D CENTER. HIS OFFICE AND E CONNECTION TO MAIN BUS -SHALL BE WITH BURNDY 25 26 ANNULAR COMPRESSION LUGS. L — J A-23 WERE CREATED, EVOLVED AND 10. AL EXTERIOR L EX R L E ECTRICA L EQUIPMENT D SHALL BE ANCHORED. DEVELOPED FOR TO COMPLY WITH L RUSE ON A 27 LOCAL AND IN 28 CODE FOR WIND RESISTANCE. CONNECTION WITH THE o S P E CI FI E D 29 11. IT IS NOT INTENT OF THESE PLANS T0 SHOW EVERY PROJECT. NONE OF SUCH IDEAS, THE CONTRACTOR IS EXPECTED TO FURNISH ANDINSTALL AL ITEMS A-24 DESIGNS AND ARRANGEMENTS OR R O 31 32 FORA 0 P PLANS C M LETS ELECTRICA NEW SHALL BE L SYSTEM AhD USED BY PROVIDE AL OR ALL REQUIREMENTS NF Q E E .S o NECESSARY > NEW SAR - W Y FOR EQUIPMENTT0 BE PLACED IN WORKING ORDER. CONNECT O DISCLOSED OS ED TO ANY PERSON, ON , FIRM 34 CONNECT OR C0 12. A CORPORATION ALL WORK SHALL ON FOR A L BE PERFORMED BY A LI TO ANY LENSED ELECTRICAL CONTRACTOR, T CTOR IN A FIRST To PURPOSE WHA CLASS W WHATSOEVER 35 36 WORKMANLIKE MANNER. THE M EXIST. WITHOUT COMPLETED SYSTEM SHALL BE FULLY OPERATIVE EXIST WRITTEN AND ACCEPTED BYT.THE OWNER. : SPARE - PERMISSION OF RICHARD : SPARE 37 3$ m 'BARNES. 13. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER ATT HE TIME OF. DESIGN. � `WRITTEN DIMENSIONS ON THESE VERIFY ALL EQUIPMENT PANEL SIZES BEFORE ORDERING AND BEFORE INSTAILAT 39 40 ION. DRAWINGS SHALL HAVE 14. A ELECTRICAL ALL ELECTRI OVER SCALE L AND COMMUNICATION OUTLETS TO BE 15 A.F.F. TO BOTTOM OF THE PRECEDENCE CE OV 41 42 OUTLET UNLESS .OTHERWISE NOTED. ALL LIGHT SWITCHES SHALL BE @ 42 AFF, TO sA DIMENSIONS. BOTTOM TTO OF SWITCH. O CONTRACTOR SHALL VERIFY AND ' , EXIST ST — — BE RESPONSIBLE FOR ALL SERVICE MUST BE 3 ABOVE- MSL, VERIFY AT THE SITE. — DIMENSIONS MENSI CONTRACTOR MU ONS A ST .VISIT THE I AND CON S TE PRIOR TO BID DITIONS 0 : OR CONSTRUCTION TO N VERIFY ALL EXISTING CONDITIONS THE JOB AND THIS OFFICE. MUST B E NOTIFIED OF ANY VA RIA TIONS FROM OM THE DIMENSIONS AND - CO _ .__.. NDI TIONS.:AS SHOWN ON THESE ESE ( .<DATE i'ei '-' s i11�� �0. f" d A Tr EXIST EXIST.. EXIST EXIST EXIST EXIST PANEL A EXIST EXIST EXIST EXIST 3. 4. S. 6. NECESSr 2Y FOR IHE PROPER EXECUTION OF THIS WORK. AFTc ? Hr g ST ; Tr�;4, 'HE SYSTEM SHALL TEST FREE FROM SHORT CIRCA "S A t � .:x:1 D& WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT THE CONDUIT SHALL COMPLY WITH THE N.E.C. REQUIREMENTS. AL CONDUCT _ L OR SHALL BE. COPPER. `NO CONDUCTOR 'sS14ALL :BE SMALL THAN 12 AWG � AND SHALL BE REATED FOR 600 VOLTS THWN OR THHN INSULATION. INSTALL,A GROUNDING __.. G CONDUCTOR WITH ALL CIRCUITS, UNLESS NOTED 0TH WIc ER E SIZED PER N.E.C.250-122. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT. DO NOT ORDER MATERIAL BEFORE VERIFYING BREAKER AND WIRE SIZE. - REPORT ANY DISCR_ N� y t-YEDIA7r-LY TO THE ENGINEER OF RECORD EXIST A-11,13 RE LOCAT EXIST A -3,A-5 o G o RELOCATE EXIST DwlD BRKR POLE LOAD WIRE LOCATION NO NO LOCATIQat_ : WIRE LOAD POLE ; BRKR 15 1 1400 14 GEN LIGHTING 9 : _ 2 GEN LIGHTING 14 1400 1 15 20 1 1200 12 DISHWASHER 3.:-,..-.-: 4.,. CONDENSER 8 4970 2 40 20 600, 12 DISPOSAL _. � 3 6 1 15 1 1400 14 GEN LIGHTING 7 8 GEN LIGHTING 14GkI 1400 1 15 E IST O 20 1 1500 12 WASHING MACHINE 9 10 : GEN LIGHTING 14 1400 1 15 30 2 5000 10 DRYER 11 12 7. VEtiF . cR P ?N T NEW GFI. RANGE 10 450 G CURREh. (A,D) NTH POWER COMPANY. 'EQUIPMENT WASHlDR E CONNECTT 0 2 30 EXIST AIC RA <,, G 11 5 BE ARGER THAN THE ER 13 c CC ?PANY AL 14 8. # i c c t; c p EXIST SMALL SAFETY S >CH A BE SQUARE "D", GENERAL ELECTRIC OR EQUAL. TYPE AND. APPLI ANCE EXIST: 20 1 1500 12 REFRIGERATOR R O BREAKERS ., DIC , 15 16 NUMBER „< ..R_A*£.-.<S AS ����..��,kTED ON' PANEL SCHEDULE STENCIL SPARE EXIST t= PANEL CIRCUIT 14 1400 1 15 DESIGNA 70% ON, NSID OF P ALL TWO -POLE A-22 — - L• PANEL ALS i4 OLE BREAKERS SHALL BE COMMON TRIP. EXIST 20. : 1 1500 12 SMALL APPLIANCE — _ , A, ., r 17 18 WATER HEATER PR0ViCE 7�-I= )NR=, ?�N SCHEDULE t ALL IDEAS, DESIGNS, ED LE II EACH _DADS CENTERS. CONNECTION TO MAIN BUS NEW ARRANGEMENTS EMENTS A ND PLANS 10 2500 2 25 EXIST SHALL BE WITH $URNDY ANNULAR COMPRESSION LUGS. T Gr OWEL: I INDICATED ED EXIST 20 ' 1 1500 12:: HEAT 19 20 a � A17 OR REPRESENTED BY 9. PANELS SHALL BE SQUARE D GENERAL ELECTRIC OR EQUAL TYPE AND ND NUMBER OF EJ I - ARMER THIS DRAWING ARE OWN 21 STA 19,1 ED BY 22 TOWEL WAR BREAKERS AS INDICATED ON P MER 12 PANEL SCHEDULE. STENCIL PAN 2000 2 EL. DESIGNATION ON IN RICHARD 20 NEW SIDE EXIST GFI BARNES ARCHITECTURAL EXIST F _ EXIST RAL 20 1 1500 ' t_ A 12 SMALL OF PANEL !L TWO POLE BREAKS S SHALL BE COMMON TRIP. PROVIDE FI DESIGN 23 TYPE WRITTEN f _ � SERVICES 24 EXIST A-18 20 J LLC AND THE SCHEDULE IN EACH L A sA O PROP ' ERTY OF T 0 D CENTER. HIS OFFICE AND E CONNECTION TO MAIN BUS -SHALL BE WITH BURNDY 25 26 ANNULAR COMPRESSION LUGS. L — J A-23 WERE CREATED, EVOLVED AND 10. AL EXTERIOR L EX R L E ECTRICA L EQUIPMENT D SHALL BE ANCHORED. DEVELOPED FOR TO COMPLY WITH L RUSE ON A 27 LOCAL AND IN 28 CODE FOR WIND RESISTANCE. CONNECTION WITH THE o S P E CI FI E D 29 11. IT IS NOT INTENT OF THESE PLANS T0 SHOW EVERY PROJECT. NONE OF SUCH IDEAS, THE CONTRACTOR IS EXPECTED TO FURNISH ANDINSTALL AL ITEMS A-24 DESIGNS AND ARRANGEMENTS OR R O 31 32 FORA 0 P PLANS C M LETS ELECTRICA NEW SHALL BE L SYSTEM AhD USED BY PROVIDE AL OR ALL REQUIREMENTS NF Q E E .S o NECESSARY > NEW SAR - W Y FOR EQUIPMENTT0 BE PLACED IN WORKING ORDER. CONNECT O DISCLOSED OS ED TO ANY PERSON, ON , FIRM 34 CONNECT OR C0 12. A CORPORATION ALL WORK SHALL ON FOR A L BE PERFORMED BY A LI TO ANY LENSED ELECTRICAL CONTRACTOR, T CTOR IN A FIRST To PURPOSE WHA CLASS W WHATSOEVER 35 36 WORKMANLIKE MANNER. THE M EXIST. WITHOUT COMPLETED SYSTEM SHALL BE FULLY OPERATIVE EXIST WRITTEN AND ACCEPTED BYT.THE OWNER. : SPARE - PERMISSION OF RICHARD : SPARE 37 3$ m 'BARNES. 13. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER ATT HE TIME OF. DESIGN. � `WRITTEN DIMENSIONS ON THESE VERIFY ALL EQUIPMENT PANEL SIZES BEFORE ORDERING AND BEFORE INSTAILAT 39 40 ION. DRAWINGS SHALL HAVE 14. A ELECTRICAL ALL ELECTRI OVER SCALE L AND COMMUNICATION OUTLETS TO BE 15 A.F.F. TO BOTTOM OF THE PRECEDENCE CE OV 41 42 OUTLET UNLESS .OTHERWISE NOTED. ALL LIGHT SWITCHES SHALL BE @ 42 AFF, TO sA DIMENSIONS. BOTTOM TTO OF SWITCH. O CONTRACTOR SHALL VERIFY AND ' , EXIST ST — — BE RESPONSIBLE FOR ALL SERVICE MUST BE 3 ABOVE- MSL, VERIFY AT THE SITE. — DIMENSIONS MENSI CONTRACTOR MU ONS A ST .VISIT THE I AND CON S TE PRIOR TO BID DITIONS 0 : OR CONSTRUCTION TO N VERIFY ALL EXISTING CONDITIONS THE JOB AND THIS OFFICE. MUST B E NOTIFIED OF ANY VA RIA TIONS FROM OM THE DIMENSIONS AND - CO _ .__.. NDI TIONS.:AS SHOWN ON THESE ESE ( .<DATE i'ei '-' s i11�� �0. f" d A Tr -- --------___. -- - _ - - - -- -----_------ ---- - - ------ 0 0 -- ---- --- -- - -- - --- -- - ------ _ - 0 O J O a J J Y Y Y Z Y ZZ _ - Z _ N _ N N N f- N _ N - 7HENSINK E RELOCATED N x EXISTIN - x x w X w w w o EXISTINELOCATEDE R A L P L U M_B I N G N O T E S. o0o r -GEN t-REMAINEXISTING TO REMAIN o Z � Z z w Z R R NTS APPROVED pp ESTIMATION FOR THIS WORK SHALL` BE BASED ON DOCUMENTS � R f` 1. COST ESTIM V x E � x T E 0 T. T x w 2 5 X w P G DEPARTMENT. -S BY THE BUILDING h w V� E w - V� E _ l _ R R I _ .� E R I D E R D P 2. INTENDED CHANGES TO.PLANS SHALLFIRST BE COMMUNICATED TO ARCHITECT IN Av � �I i R0 WRITTEN FORMUSING GRANGE ORDER FORMAT. CHANGE ORDERS BE ONLY AAIVaa' E R P PR O E I� P P _ INITIATED BY THE OWNER. r' I� TCF R 0 v E r AT B UILD G SITE. � 0 R T T L 3. PRIOR TO COMMENCEMENT OF WORK, VERIFY` ALL MEASUREMENTS T ( 2 P 5 5 A E SUBMIT ANY DISCREPANCIES TO ARCHITECT FOR CONSIDERATION AND DECISION�IDEVc RVV II 0 I DE PRIOR TO PROCEEDING WITH WORK. R A � pR n J � E R T SLEEVES OPEN GS PROVIDE ACCURATE LAYOUT GRADES AND ELEVATIONS. SE GO � 1 I 4. 3�P � s T, NEW p /INAMPLE TIME. TAKE PROPER PRECAUTIONSTO PROTECT WORK AND EQUIPMENT P L L ; � A k R FROM DAMAGE. r T V >9' E N � E N » N T 2 I � 6 S I Y 4 7� 3 WASHER SUPPL 3 {� SUPPLY L N � S I [\l k ' APPLIANCES,'ETC. SHOWN ARE 'APPROXIMATE AND i 5. LOCATION.. OF PIPES, OUTLETS, , A AT .TIME T _ _ _ P 1 T SUCH REVISIONS AS NECESSARY - 1 O ARE UNDERSTOOD TO BE SUBJECT 0 I _ P 1 SCALE... 1 4 V E f� SCALE: 1 4 1 0 CONTRACTOR WILL BE REQUIRED TO INSTALL WORK WITH OF INSTALLATION.. EACH T o CONDITIONS AND BE RESPONSIBLE- FOR FINISH J S G G` RELATION TO EXISTING BUILDING C E EXTERIOR UTILITIES SHOWN ARE DIAGRAMATIC. LOCATION, DEPTHS O >> ELEVATIONS. T r 2 2 ELEVATIONS ARE AS REQUIRED FOR PROPER FLOW & COORDINATION & INVERSE E (/ WITH OTHER TRADES. E )( » r3 I 3 3 OW ARRANGEMENT OF PIPING &' EQUIPMENT. SHOULD SITE CONDITIONS 6. DRAWINGS SH I NECESSITATE ANY REARRANGEMENT CONTRACTOR SHALL SUBMIT TWO COPIES OF NE I � - DRAWINGS INDICATING PROPOSED CHANGES FOR REVIEW AND COMMENT, BEFORE I SH TWO PROCEEDING WITH WORK, i IJP 3» ClE WqY `\ gNOUT 7. IF CONTRACTOR PROPOSED TO INSTALL EQUIPMENT, INCLUDING PIPING REQUIRING \ SPACE CONDITIONS OTHER THAN THOSE SHOWN, OR TO REARRANGE EQUIPMENT, CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REARRANGEMENT OF SPACE AND SHALL HAVE ARCHITECT REVIEW CHANGES BEFORE PROCEEDING WITH WORK. - - EXIST TO REMAIN REQUESTS FOR SUCH CHANGES SHALL BE ACCOMPANIED BY SHOP DRAWINGS OF» SPACE IN QUESTION. NEW CITYVC Tp 8. EACH CONTRACTOR IS RESPONSIBLE FOR PROPER LOCATION & SIZES OF SLOTS, SEW HOLES OR OPENINGS IN BUILDING STRUCTURE PERTAINING TO HIS WORK AND FOR R CORRECT, OCATION OF PIPE SLEEVES: SANITARY 2 -9. CONTRACTOR SHALL HARMONIZE WORK WITH THAT OF OTHER TRADES SO THAT IT SCALE: 1/4)) 1 MAY BE .INSTALLED IN THE MOST DIRECT AND WORKMANLIKE MANNER, WITHOUT DRAINAGE FIXTURE UNITS FLOW RATE HINDERING OTHER TRADES. PIPING INTERFERENCES WILL BE HANDLED BY GIVING COMBINED BATHTUB 4 1.0 PRECEDENCE TO LINES WHICH REQUIRE STATED GRADE FOR PROPER OPERATION. BIDET 2 5 10. FURNISH OWNER GUARANTEES FOR EQUIPMENT AND MATERIALS EXTEND'G BEYOND 1.0 1.0 1.4 DISH WASHER THE GUARANTEE- PERIOD SPECIFIED IN THESE DRAWINGS. SHOWER RECEPTORS) WALLS C B 414 HOSE BIBB 11. PROVIDE COMPLETE PLUMBING SYSTEM. IF A SYSTEM OR ANY PART, THEREOF Wood O f^ Meta( S U S (TCA B414 / TTMAC 319SRA) 1.75 1.0 FAIL TO MEET PERFORMANCE REQUIREMENTS, REPLACEMENT, ALTERATIONS OR Cement Mortar 1.8 1.8 2.5 REPAIRSAS REQUIR'D' BY ARCHITECT, SHALL BE MADE TO BRING PERFORMANCE 1.0 1.0 1.4 LAVITORY UP TO SPECIFIED REQUIREMENTS. ANY CONTRUCTION OR FINISHES DAMAGED BY 0.5 0.7 SHOWER 2.5 SUCH REPLACEMENTS, SHALL, BE RESTORED TO PRIOR CONDITIONS AT NO ADDI- 1.4 WC 3 2.2 TIONAL COST TO OWNER. FULL BATH _ GROUT 3.6 HALF BATH 0.5 2.5 2.6 DUROCK TBB WITH DUROCK FASTENERS 8' O.C. 12. PLUMBING CONTRACTOR SHALL INCLUDE IN HIS BID, PROVISION FOR PROVIDING - - LATEX PORTLAND CEMENT MORTAR TEMPORARY WATER FOR USE DURING CONSTRUCTION AS REQUIRED. _ CERAMIC TILE JOINT SEALANT 13. SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGED WORK OF ANOTHER - CONTRACTOR, OR TO THE BUILDING; OR TO ITS CONTENTS, CAUSED BY LEAKS IN OF THE EQUIPMENT, MATERIAL FAILURES, OR : DISCONNECTED PIPES, FITTINGS OR REINFORCED MORTAR BED 1' TO 1 3/4' BY OVERFLOWS, AND 'SHALL MAKE REPAIRS AT HIS OWN EXPENSE. = _ = - - _ - _ _ - - (25 MM TO 44 MM) WATERPROOFING MEMBRANE 14. ALL WORK EQUIPMENT AND MATERIALS SHALL BE PROTECTED AT ALL TIMES TO -. �� WEEP HOLES PREVENT OBSTRUCTION, DAMAGE, OR BREAKAGE. ALL PIPE OPENINGS SHALL BE ° 4 a , CRUSHED TILE OR STONE CLOSED WITH CAPS OR PLUGS: SLOPED FILL 15. PLUMBING_ FIXTURES SHALL BE TESTED FOR PROPER OPERATION AND ALL FLUSH VALVES ADJUSTED. © 2010 Custom Bullding Products 16. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE PIPE. 17. A MINIMUM PITCH OF ALL HORIZONTAL BRANCHES AND SEWER LINES' SHALL BE 1/8" PER LINEAL FOOT. P2708.1 General. -Shower-comp artments shall have not less than 900 18. UNDERGROUND `PIPING SHALL B E COPPER TYPE"L". ALL OTHER WATER PIPING 6 m2 of interior square inches (0 ) cross -:sectional SHALL BE COPPER TYPE area. Shower compartments shall be not less than 30 Inches( 762 mm) in minimum dimension measured DRAINAGE FIXTURE UNITS FLOW RATE COLD COMBINED BATHTUB 4 1.0 1.4 BIDET 2 5 KITCHEN SINK WASHER 1.0 1.0 1.4 DISH WASHER 2.75 - 1.4 HOSE BIBB 5 2.5 2.5 KITCHEN SINK 1.75 1.0 1.4 LAUNDRY 1.8 1.8 2.5 LAUNDRY TUB 1.0 1.0 1.4 LAVITORY 0.8 0.5 0.7 SHOWER 2.5 1.0 1.4 WC 3 2.2 2.2 FULL BATH 1.5 2.7 3.6 HALF BATH 0.5 2.5 2.6 DRAINAGE FIXTURE UNITS BATHTUB 4 BIDET 2 WASHER 1.0 DISH WASHER 2.75 HOSE BIBB 5 KITCHEN SINK 1.75 LAUNDRY 1.8 LAUNDRY TUB 1.0 LAVITORY 0.8 SHOWER 2.5 WC 3 FULL BATH 1.5 HALF BATH 0.5 L -J r LAV - ...EXIST TO REMAIN NEW ( I I, I A 19. _' PROVIDE SAFEWASTE .FOR AIR CONDITIONING UNIT CONDENSATE WITH TRAP. from the finished interior dimension of the shower I com artment, exclusive of fixture valves, shower 20. PROVIDE PAN DRAINS TO BUILDING EXTERIOR 6 ABOVE GRADE TURNED DOWN P heads soap dishes, and safety grab bars or rails. The EACH SEPARATELY). p Y q minimum required area and dimension shall be .�e at a BREAKERS & SHUT OFF VALVE the finished interior dimension LL HOSE BIBS SHALL BE PROVIDED W VACUUM' BRE measured from(: 21. A / hol and a t a the.. to of the threshold height equal to ( .. .. 9 q p EXISTING TO CITY SEWER ) PI H ........ . .. ...... . .. . . .... .... ... ........ ..... ........ . .................. NG PLAN 1 _ compartments shall be con stru ct;ed in accordance ordance w ith VERTICAL METALSTUDS � 16 Section R702.4. Such walls shall form a water -tight METAL STUDS O.C. MAX. SCALE: 1 4» 1'-0)' ' BEHIND GYP. BD.Oint with each other and with either the tub, CUT GYP. BD. TIGHT -T0 CONDUIT We floor. rec for o r shower MAX. MAX. GAP AND OR PIPING 1 4 M PACK WITH , • SEAL AS RE D. THERMAFIBER c Z Q G t,fi„ 9 1, SAFING AT A .1Y '�s Yisv.FRan -. MANUFACTURED RE 161 SM 16L „ .. N i J f. 1 1, i. it ,IRY'<Rk.3r arl,! .�,.6dti.ttS.<v,•X : e^• .. ..... VOIDS _..: valves. DENSITY NO I ... 708.3 " ower control val s 1 .,. P2 s, 01 . _ . APS TYPICAL. CONDUIT OR PIPING UL SYSTEM WL10 . .,, ORG , ratrrir , . I r�r�x,wtrt , � : r combination valves ; .<�.�. ���-�� Individual sh Wer and tub showe a "•i,rdyixswr lit ft�4� It L _ lF 4 t 1x7 2 HOUR RATING 91dr1 8h ,f t lcwr l fP �• ,�r�rtl valves of the shall be equi ped with control prt of C;•yin is C himper- _ _ E r:. ressure-bala ce thermostatic-mixingor combination ;.•. , GYP. WALL BRD. �---I ..:� rmostatic mixing valve types With .:: � pressure -b ce/the g Yp _ .., p per ovedap, to - 1high ONE OR TWO LAYER DRYWALL IimItst pin accordance with ASSE 1016 or METAL RUNNERS STEEL STUD the Hot X5 �� t_ -•, __.A112.18.1/CSA _Yud. - - UTASME B1251. Thehi h limit stop shall ALTERNATE 1. BLOW ALTERNATE 2. 1 FACE TO BE SEALED 1 4 MIN. DIAMETER m ONE SIDE OF `WALL TAPE / e not greater .,'+X6'water temperature to mit the a .. e set to limit N OR TAPE _<. b P 9 WITH DRYWALL SEALANT, OT . 3M FIRE BARRIER . ' JOINT COMP. DRYWALL slrr la • & JO N AJ:') A R .: .. COMPOUND. 1 n t AND JOINT .. thermostatic valves shall oCAULK . an 120 F 49 C . In-line theCP25 N S TII , .. than ( ) OR SEALANT% ;. Top C€r7 NOTE. OVER 1 GAP REQUIRES . <.. e with -this section. ._. e used for c rn Banc .: b p _ L -1�-• A n f � r � i h1�;tf.11x;#.n3�C ';: :; � Oa'F��^tt •a�Ys.Btx�t v l _ d , . a_w�t�. �v 4 mem Nrt �i G Own rntzs kc ..1 to rise• C^It+z �` C R1 . :.- Botto . Ty�tsal�tSlii�ife:lEQar?I.t`� E ul� n Floor Cem&A or PI rraatl xlsti Floor Cement ted 9 E fz BLOW-OUT PATCH. METALLIC PIPE OR CONDUIT PACK WITH THERMAFIVER SAFING AT MANUFACTURED DENSITY WITH CP25 N S CAULK NO VOIDS OF GAPS ALTERNATE 1 OR 2 MAY BE PENETRATION FIREST OP FOR METAL USED ON EITHER SIDE OF WALL PENETRATION ON ONE SIDE OF P E plpF- /rnKinl IIT TPRnl ISN I;YP`~I INA IAIAi I R(1QRf1 CODE • FLORIDA BLDG CODE 2014 5TH EDITION ■FLO RIDA EXIST. BLDG CODE 2014 ■ NEC 2011 z O H ~Q 0 O x pW UQ W � N Con �n 1-4 'U"'0-0 Revisions: BLDG 1-8-18 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY RICHARD BARNES ARCHITECTURAL DESIGN SERVICES, LLC AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE D WL 22• 'PROVIDE >CLEAN OUT EVERY 75 FEET INSIDE BUILDING. P oint tangent to it s centerline and shall be continued ;tan to a height of not less 9 than 70 inches 1778 ( mm ARCHITECT WITH 2 SETS OF 23. FOR PREPARATION OF RECORD DRAWINGS, FURNISH T O `INDICATING above the shower drain outlet. Hinged shower doors Q) V) ACCURATELY 'MARKED COPIES OF DRAWINGS ALL CHANGES FROM -en ' shall:: op outward. The wall area above built-in tubs a ORIGINAL AS INSTALLED. having installed shower heads and in shower W � OMS EXISTING TO CITY SEWER ) PI H ........ . .. ...... . .. . . .... .... ... ........ ..... ........ . .................. NG PLAN 1 _ compartments shall be con stru ct;ed in accordance ordance w ith VERTICAL METALSTUDS � 16 Section R702.4. Such walls shall form a water -tight METAL STUDS O.C. MAX. SCALE: 1 4» 1'-0)' ' BEHIND GYP. BD.Oint with each other and with either the tub, CUT GYP. BD. TIGHT -T0 CONDUIT We floor. rec for o r shower MAX. MAX. GAP AND OR PIPING 1 4 M PACK WITH , • SEAL AS RE D. THERMAFIBER c Z Q G t,fi„ 9 1, SAFING AT A .1Y '�s Yisv.FRan -. MANUFACTURED RE 161 SM 16L „ .. N i J f. 1 1, i. it ,IRY'<Rk.3r arl,! .�,.6dti.ttS.<v,•X : e^• .. ..... VOIDS _..: valves. DENSITY NO I ... 708.3 " ower control val s 1 .,. P2 s, 01 . _ . APS TYPICAL. CONDUIT OR PIPING UL SYSTEM WL10 . .,, ORG , ratrrir , . I r�r�x,wtrt , � : r combination valves ; .<�.�. ���-�� Individual sh Wer and tub showe a "•i,rdyixswr lit ft�4� It L _ lF 4 t 1x7 2 HOUR RATING 91dr1 8h ,f t lcwr l fP �• ,�r�rtl valves of the shall be equi ped with control prt of C;•yin is C himper- _ _ E r:. ressure-bala ce thermostatic-mixingor combination ;.•. , GYP. WALL BRD. �---I ..:� rmostatic mixing valve types With .:: � pressure -b ce/the g Yp _ .., p per ovedap, to - 1high ONE OR TWO LAYER DRYWALL IimItst pin accordance with ASSE 1016 or METAL RUNNERS STEEL STUD the Hot X5 �� t_ -•, __.A112.18.1/CSA _Yud. - - UTASME B1251. Thehi h limit stop shall ALTERNATE 1. BLOW ALTERNATE 2. 1 FACE TO BE SEALED 1 4 MIN. DIAMETER m ONE SIDE OF `WALL TAPE / e not greater .,'+X6'water temperature to mit the a .. e set to limit N OR TAPE _<. b P 9 WITH DRYWALL SEALANT, OT . 3M FIRE BARRIER . ' JOINT COMP. DRYWALL slrr la • & JO N AJ:') A R .: .. COMPOUND. 1 n t AND JOINT .. thermostatic valves shall oCAULK . an 120 F 49 C . In-line theCP25 N S TII , .. than ( ) OR SEALANT% ;. Top C€r7 NOTE. OVER 1 GAP REQUIRES . <.. e with -this section. ._. e used for c rn Banc .: b p _ L -1�-• A n f � r � i h1�;tf.11x;#.n3�C ';: :; � Oa'F��^tt •a�Ys.Btx�t v l _ d , . a_w�t�. �v 4 mem Nrt �i G Own rntzs kc ..1 to rise• C^It+z �` C R1 . :.- Botto . Ty�tsal�tSlii�ife:lEQar?I.t`� E ul� n Floor Cem&A or PI rraatl xlsti Floor Cement ted 9 E fz BLOW-OUT PATCH. METALLIC PIPE OR CONDUIT PACK WITH THERMAFIVER SAFING AT MANUFACTURED DENSITY WITH CP25 N S CAULK NO VOIDS OF GAPS ALTERNATE 1 OR 2 MAY BE PENETRATION FIREST OP FOR METAL USED ON EITHER SIDE OF WALL PENETRATION ON ONE SIDE OF P E plpF- /rnKinl IIT TPRnl ISN I;YP`~I INA IAIAi I R(1QRf1 CODE • FLORIDA BLDG CODE 2014 5TH EDITION ■FLO RIDA EXIST. BLDG CODE 2014 ■ NEC 2011 z O H ~Q 0 O x pW UQ W � N Con �n 1-4 'U"'0-0 Revisions: BLDG 1-8-18 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY RICHARD BARNES ARCHITECTURAL DESIGN SERVICES, LLC AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE D WL DRRAVVN i� CHECKED 1117 DATE SCALE AS NOTED FOR PERMIT 10-29-17 SHEET P_I OF SHEETS Q) V) w W' a o H U 4 W � OMS W � M n a V w Q DRRAVVN i� CHECKED 1117 DATE SCALE AS NOTED FOR PERMIT 10-29-17 SHEET P_I OF SHEETS