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1220 NE 96 StELECTRICAL PANEL.. EXISTING WATTS. DESCRIPTION. WIRE BRK. CIR CIR BRK WIRE DESCRIPTION. AMPS, 3.0 REFRIGERATOR • 12 20 1 2 20 • 12 SMALL APPLIANCE 4.5 4.5 SMALL APPLIANCE • 12 20 3 4 20 • 12 DISHWASHER 4.5 3.0 DISPOSER • 12 20 5 6 20 • 12 LAUNDRY MACHINE 4.5 SPACE 8 40 • DRYER 150 20 HOT WATER NEATER • I 30 9 10 11 12 . 28. A/C UNIT • 8 4» 13 14 30 • i WATER PUMP 3. 15 16 3. SPARE •14 15 11 18 15 • 12 2) ". RP BLOWERS 3.0 21.0 LIGHTING/RECEPTACLE • 12 20 19 20 20 • 12 LIGHTING/ RECEPTACLE 21 22 23 24 25 26 21 28 29 30 20 • 12 LIGHTING/ RECEPTACLE ( NEW.) 4.5 .. 15.0 OVEN • I 30 3! 32 20 • 12 BATHROOM RECEPTACLE ( NEW ) '.6.25 33 34 10 • 12 BATHROOM RECEPTACLE ( NEW ) 6.25 30. RANGE • 7 35 36 31 38 39 40 41 42 TOTAL CONNECTED LOAD = 166.10 WATTS EXISTING 200 AMP SERVICE PANEL TO REMAIN. '` ELECTRICAL. SYMISOLS IMO •r• - DUPLEX RECEPTACLE 15 AMP /120 VOLT 15 AMP/120 VOL -GF.I. RECEPTACLE 15 AMP /120 VOLT -MOUNT 12' AFF. UNLESS OTHERWISE NOTED - VERIFY MOUNTING HEIGHT - VERIFY MOUNTING HEIGHT -MOUNT 12' AFF. UNLESS OTHERWISE NOTED - VERIFY MOUNTING HEIGHT -QUAD RECEPTACLE 15 AMP /120 VOLT - SINGLE RECEPTACLE 20 AMP /120 VOLT •FLOOR BOX RECEPTACLE- VERIFY EXACT LOCATION 15 AMP /120 VOLT - EQUIPMENT RECEPTACLE -MOUNT 18' APP. UNLESS OTHERWISE NOTED VOLTAGE AND AMPACITY AS PER PLANS -15 AMP /I20 VOLT -MOUNT 44' AFF. UNLESS OTHERWISE NOTED SWIT THREE -WAY -MOUNT 44' AFF. UNLESS OTHERWISE NOTED 15 AMP /120 VOLT - TELEPHONE OUTLET E3EDROOM ENTRY PORCI -I 1 BEDROOM N 30 1 NI 26 MA5'1ER 2e E AT E — 7 PALL - FOYER ❑ - TELEVISION OUTLET D - DISCONNECT -SIZED AND FUSED 48 PER EQUIPMENT NAMEPLATE RATING ® -SMOKE DETECTOR - CONNECT TO BATHROOM CIRCUIT z -DOOR CHIME 0 - RECESSED LIGHT FIXTURE - OUTDOOR FLOOD LIGHTS, 100 WATT PAR38 LAMPS ,S - EXHAUST FAN LIVING ROOM CLOS - SURFACE MOUNTED CEELING FIXTURE -TRACK LIGHT, LENGTH TO SCALE WITH PLANS - FLOURESCENT FIXTURE, LENGTH TO SCALE WITH PLANS - PENDANT MOUNTED FIXTURE, PROVIDE BRACING -WALL MOUNTED FIXTURE - CEILING FAN 25 2 E R25 I1' / MASTER BEDROOM R 25 REF. 0 00 ELECTRICAL FLOOR FLAN I/4' = I' -m' .IA 25 KITCHEN 1 SINK OVEN DEN BREAKFAST ROOM I. THIS WORK SHALL BE DONE AS PER REQUIUREMENTS OF THE NATIONAL ELECTRICAL CODE (NFPA 10) 4 ALL OTHER APPLICABLE CODES. 2. ALL ELECTRICAL MATERIALS 4 EQUIPMENT SHALL BE APPROVED BY UNDERWRITERS LABORATORIES 4 SHALL 18EAR THE UL. LABEL. 3. RULES OF THE LOCAL UTILITY COMPANIES SHALL BE COMPLIED WITH. 4. THE DRAWING INDICATES THE EXTENT 4 GENERAL ARRANGEMENT OF EQUIPMENT 4 WIRING SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES 5, ALL WIRES •SAUJG 4 SMALLER SHALL BE SOLID COPPER ALL WIRES • 6AUG 4 LARGER SHALL BE STRANDED COPPER 6. CONTRACTOR IS TO VERIFY THAT THE EXISTING ELECTRICAL PANEL 4 ELECTRICAL FEED ARE ADAQUATE TO RECEIVE NEW ELECTRICAL DEMAND LOAD PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MODIFY EXISTING ELECTRICAL PANEL 4 ELECTRICAL (FEED AS REQUIRED TO RECEIVE NEW ELECTRICAL DEMAND LOAD. 1. ALL EXTERIOR, BATHROOM 4 GARAGE RECEPTICLES 4 EXTERIOR LIGHTS WITHIN 16' OF POOL 4 LESS THAN 12' IN HEIGHT SHALL BE ON GROUND FAULT INTERRUPTORS. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE OF A/C EQUIPMENT 4 OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES 4 OVERCURRENT PROTECTION. a. SCOPE OF WORK: EDE EXISTING LIGHT AND RECEPTACLE FIXTURES TO REMAIN. t EXISTING LIGHT AND RECEPTACLE FIXTURES TO BE RELOACTED AS SHOWN ON PLANS. * NEUJ LIGHT AND RECEPTACLE FIXTURES TO SE INSTALLED AND CONNECTED TO EXISTING 200 AMP SERVICE PANEL. NOTE: PROVIDE ONE SEPARATE UJP GFI CIRCUIT FOR EACH BATHROOM RECEPTACLE. LAUNDRY ROOM ELECTRICAL METER LOCATION. ELECTRICAL. NOTES. NEW 200A PNL. 'A'. MAIN DISC. GARAGE EXIST'G 3 •4 THW IN A 2 1/2' COND. TO FEMAIN. EXISTING 200 AMP. PANEL EXISTING 200 AMP. PANEL DISC. EXIST'G 3 4 '4 THW IN A 2 1/2' COND. TO REMAIN. EXISTING • 4 CU GROUND TO REMAIN. 8' -0' L.ECTRICAL RISER DIAGRAM N.T .S. EXISTING TO REMAIN FLOOR PLAN LEGEND. ttt:litttt ltitt,ttt :t:,ttt. :: ::at.'t t:ttt, tte : :, ::::t: t:tll, 11:1; tttt:. tilt:::: ::::::t ::..::t, ...It.. :::::I:t:..1 IIIIIIIIII1 1II1I EXISTING DOORS TO REMAIN. BE DROOM ENTRY PORCI -1 a' CONCRETE BLOCK WALL TO REMAIN. 8' CONRETE BLOCK WALL TO BE REMOVED. NEW 8' CONCRETE BLOCK WALL TO BE INSTALLED STUD PARTITION TO BE REMOVED. STUD PARTITION TO REMAIN. NEUJ STUD PARTITION TO BE INSTALLED. EXISTING WINDOW TO REMAIN. BEDROOM FOYER 1/4" = 1' - 0" KDi EXISTING TUB TO BE REMOVED AND REPLACED WITH NEUJ SHOWER STALL AS SHOWN ON PLANS. O CD 10' -8' . . MAST=ER 54TH LOOK Fl ,,AN 3 ' M= = == EXISTING DOOR TO BE 1 U REMOVED. \ 1 1 \ 1 3' -4" 1-1ALL 9' -4' / 4' -0' LIVING ROOM 3' -4' EXISTING DOOR TO REMAIN. NEW DOOR TO BE INSTALLED. EXISTING WINDOW TO BE REMOVED OPENING BLOCKED UP , PATCH AND FINISH TO MATCH ADJACENT SURFACES. 15 0 ROD1E LF -1- EXISTING WINDOWS TO REMAIN. MASTER -3EOROOM 11' -4' EXISTING WINDOWS TO REMAIN. BREAKFAST ROOM GENERAL NOTES: 1. BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIAL AS PER SECT 1408.0(8) SF.B.C. 2. IN AM OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY , TOOL, SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH, AND 24' IN HEIGHT, 5.1 SQ. FT. IN AREA AND SHALL ALSO MEET THE PROVISION OF SECT. 1305. SF .B.G. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54' ABOVE FINISHED FLOOR 3. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE 3' MIN IN HEIGHT. 4 TOILET ROOMS SHALL COMLY WITH SECTION 14052b SF.B.0 5. ALL WATER CLOSET, LAVATORIES, SHOWERHEADS, AND SINKS SHALL COMPLY WITH TABLE 46 -R2 SF.B.0 1994 ED. 6. REFER TO FOUNDATION PLAN (SHEET • 3) FOR CONCRETE FILLED BLOCK CELL LOCATION, SIZE AND REINFORCING. 1. ALL FIXED GLASS CLERESTORIES SHALL 3/16' SAFETY GLASS. 8. ALL GLASS USED INSIDE OF DWELING SHALL BE TEMPERED. 9. ALL OUTSIDE FIXED GLASS SHALL COMPLY WITH SF.B.G 35082. 10. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE THE CLOSET . EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FORM THE OUTSIDE IN AN EMERGENCY. 11. STORMATER SHALL BE DISPOSED AS PER SF.B.C. (4611.1). 12. ALL GLASS AT SHOWER ENCLOSURE TO BE TEMPERED, CAT. II DEN LAUNDRY ROOM GARAGE BURGLAR INTRUSION HARDWARE. I. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 3001be. APPLIED N ANY MOVAE3LE DIRECTION, 1 N ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY -IN -THE- KNOB -LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE 4 LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, 4 SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. 5. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8'. OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED 4 LOCKED BY ELECTRIC POWER 6. HINGES ON EXTERIOR OUT - SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. 1. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS 1 LATCHES. 8. SINGLE -SWING EXTERIOR DOORS, IF WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8' THICK 9. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40' OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE 1 WINGING GLASS DOORS, SHALL COMPLY WITH 'AMERICAN NATIONAL STANDAR68 INSTITUTE' STANDARD 2911 V. SLIDING GLASS DOORS / WINDOy8 SHALL BE INSTALLED 1 CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION / SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AMA 13033. 1I. GLASS 4 EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE - STANDARD 291.1. 12. SINGLE -SWING EXTERIOR / SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8' THICK SQLID CORE 1 SHALL BE SECURED WITH A LATCH 1 SINGLE DEAD BOLT WITH A 1' MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THROW A MIN. OF I/2' 1 BOLTS HAVING A :' MIN. THROW. 2' X 4' PT. WOOD BOT PLATE TYP. 2' X 4' UJOOD TOP PLATE TYP. -' EXISTING CONC. SLAB ON GRADE. EXISTING CEILING AND ROOF STRUCTURE ABOVE TO REMAIN PATCH AND REFINISH TO MATCH EXISTING AS REQUIRED. 2'X4' WOOD STUD AT 16' O.C. TYPICAL x 1/2' GYPSUM WALLBOARD EACH SIDE OF PARTITION 0 TYPICAL. 4' WOOD SASE TO MATCH / EXISTING TYPICAL INTERIOR PARTITION DETAIL. 3/4' I' - 0' 1-- z w H -J U DOOR SCI-1EDULE. MARK SIZE MATERIAL TYPE THRESHOLD REMARKS WIND PRESS A 2' -8' X 6' -8' WOOD HOLLOW CORE FLUSH B 2' -6' X 6' -8' WOOD HOLLOW CORE FLUSH C 2 -3' -0' X 6' -8' WOOD MIRRORED BI- FOLD D FLOOR PLAN LEGEND. ttt:litttt ltitt,ttt :t:,ttt. :: ::at.'t t:ttt, tte : :, ::::t: t:tll, 11:1; tttt:. tilt:::: ::::::t ::..::t, ...It.. :::::I:t:..1 IIIIIIIIII1 1II1I EXISTING DOORS TO REMAIN. BE DROOM ENTRY PORCI -1 a' CONCRETE BLOCK WALL TO REMAIN. 8' CONRETE BLOCK WALL TO BE REMOVED. NEW 8' CONCRETE BLOCK WALL TO BE INSTALLED STUD PARTITION TO BE REMOVED. STUD PARTITION TO REMAIN. NEUJ STUD PARTITION TO BE INSTALLED. EXISTING WINDOW TO REMAIN. BEDROOM FOYER 1/4" = 1' - 0" KDi EXISTING TUB TO BE REMOVED AND REPLACED WITH NEUJ SHOWER STALL AS SHOWN ON PLANS. O CD 10' -8' . . MAST=ER 54TH LOOK Fl ,,AN 3 ' M= = == EXISTING DOOR TO BE 1 U REMOVED. \ 1 1 \ 1 3' -4" 1-1ALL 9' -4' / 4' -0' LIVING ROOM 3' -4' EXISTING DOOR TO REMAIN. NEW DOOR TO BE INSTALLED. EXISTING WINDOW TO BE REMOVED OPENING BLOCKED UP , PATCH AND FINISH TO MATCH ADJACENT SURFACES. 15 0 ROD1E LF -1- EXISTING WINDOWS TO REMAIN. MASTER -3EOROOM 11' -4' EXISTING WINDOWS TO REMAIN. BREAKFAST ROOM GENERAL NOTES: 1. BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIAL AS PER SECT 1408.0(8) SF.B.C. 2. IN AM OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY , TOOL, SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH, AND 24' IN HEIGHT, 5.1 SQ. FT. IN AREA AND SHALL ALSO MEET THE PROVISION OF SECT. 1305. SF .B.G. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54' ABOVE FINISHED FLOOR 3. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE 3' MIN IN HEIGHT. 4 TOILET ROOMS SHALL COMLY WITH SECTION 14052b SF.B.0 5. ALL WATER CLOSET, LAVATORIES, SHOWERHEADS, AND SINKS SHALL COMPLY WITH TABLE 46 -R2 SF.B.0 1994 ED. 6. REFER TO FOUNDATION PLAN (SHEET • 3) FOR CONCRETE FILLED BLOCK CELL LOCATION, SIZE AND REINFORCING. 1. ALL FIXED GLASS CLERESTORIES SHALL 3/16' SAFETY GLASS. 8. ALL GLASS USED INSIDE OF DWELING SHALL BE TEMPERED. 9. ALL OUTSIDE FIXED GLASS SHALL COMPLY WITH SF.B.G 35082. 10. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE THE CLOSET . EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FORM THE OUTSIDE IN AN EMERGENCY. 11. STORMATER SHALL BE DISPOSED AS PER SF.B.C. (4611.1). 12. ALL GLASS AT SHOWER ENCLOSURE TO BE TEMPERED, CAT. II DEN LAUNDRY ROOM GARAGE BURGLAR INTRUSION HARDWARE. I. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 3001be. APPLIED N ANY MOVAE3LE DIRECTION, 1 N ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY -IN -THE- KNOB -LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE 4 LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, 4 SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. 5. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8'. OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED 4 LOCKED BY ELECTRIC POWER 6. HINGES ON EXTERIOR OUT - SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. 1. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS 1 LATCHES. 8. SINGLE -SWING EXTERIOR DOORS, IF WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8' THICK 9. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40' OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE 1 WINGING GLASS DOORS, SHALL COMPLY WITH 'AMERICAN NATIONAL STANDAR68 INSTITUTE' STANDARD 2911 V. SLIDING GLASS DOORS / WINDOy8 SHALL BE INSTALLED 1 CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION / SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AMA 13033. 1I. GLASS 4 EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE - STANDARD 291.1. 12. SINGLE -SWING EXTERIOR / SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8' THICK SQLID CORE 1 SHALL BE SECURED WITH A LATCH 1 SINGLE DEAD BOLT WITH A 1' MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THROW A MIN. OF I/2' 1 BOLTS HAVING A :' MIN. THROW. 2' X 4' PT. WOOD BOT PLATE TYP. 2' X 4' UJOOD TOP PLATE TYP. -' EXISTING CONC. SLAB ON GRADE. EXISTING CEILING AND ROOF STRUCTURE ABOVE TO REMAIN PATCH AND REFINISH TO MATCH EXISTING AS REQUIRED. 2'X4' WOOD STUD AT 16' O.C. TYPICAL x 1/2' GYPSUM WALLBOARD EACH SIDE OF PARTITION 0 TYPICAL. 4' WOOD SASE TO MATCH / EXISTING TYPICAL INTERIOR PARTITION DETAIL. 3/4' I' - 0' 1-- z w H -J U Do 3/4" NOT AND COLD WATER SUPPLY LINES TO SE CONNECTED TO 3/4' 1/2' LAY. W.0 1/2' ' SNUJ SNW W/ ANTI SCALD VALVE BATHROOM *3 "�a71G LATE SUFFJ Y DIAL. 1 L EXISTING SUPPLY LINE FOR MASTER BATHROOM. "BO ON 41 WC 1/2' SNW W/ ANTI SCALD VALVE 3/4' MASTER BATHROOM EXISTING 3 /4' COLD WATER 4 1 /2' NOT WATER SUPPLY LINES TO REMAIN. SNUJ TUB EXISTING VTR TO BE REMOVED 3 ' LAY EXISTING 3 /4' COLD WATER 4 1 /2' HOT WATER SUPPLY LINES TO REMAIN. E v 1 S PL UM 1 N& PLAN. 1/4' = I' -m' EXISTING QUILDING DRAIN TO REMAIN. C/0 EXISTING 3 /4' COLD WATER 4 1 /2' HOT WATER SUPPLY LINES TO REMAIN. 1 /2 LAV 2 F.0 61-4W 2 F.0 2' LOOP L AV 2 F.0 y C/O 2 F.0 WC 4 Fat J 3' VTR BD 2 F.0 2' 4 14 F.0 CONNECT TO EXISTING C/O BUILDING DRAIN. TUB 2 F.0 SANITARY RISER DIAGRAM N.T.S. BATHROOM * 3 SLOPE: 2' AND SMALLER LINES AT I /4'/ FT 3' AND LARGER AT 1/8' / FT LEGENP SHW 2 F.0 C/O 3 2 F.0 WC 4 F.0 EXISTING 3' VTR LAv 2 F.0 EXISTING 3' -� DRAIN LINE SANITARY RISER DIAGRAM N.T.S. BATI -4ROOM * 3 SANITARY SEWER LINE COLD WATER SUPPLY LINE HOT WATER SUPPLY. PLUMING NOTES: 1. ALL PLUM SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA JILDING CODE, STATE AND LOCAL ORDINANCES. 2. PLUMBING rONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTI CHARGES REQUIRED. 3. PLUMBINGCONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS 1 MATERIAL AND WORKMANSHIP' FOR A PERIOD OF ONE YEAR FRO1 DATE OF ACCEPTANCE_ 4. SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR APPROVAL OF ALL EQUPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 5. OFFSET PIING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORc ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL tXISTING AND NEW WORK. 6. PLUMBIN SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1. COORDINATE WORK WITH OTHER TRADES. a FURNISH A9D INSTALL PLUMBING FIXTURES AS SPECIFIED IN FIXTURE SCHEDULE, OR EQUAL. EACH S PER S.B. PLI'`'1BI FIXTURE SHALL BE PROVIDED WITH AfR CHAMBERS A. O. PROVIDE BNUT OFF VALVE FOR EACH FIXTURE. 11. WHEREVE DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 12. PROVIDE PIPING AS FOLLOWS: DOMESTI COLD /HOT WATER PIPING AND EWH PIT RELIEF DRAIN PIPE: COPPER BE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS, MIN. 125 LB. BRONZE VALVES. SANITARY WASTE AND VENT PIPING: BELL AND SPIGOT CAST IRON PIPING OH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST IRON PIPNG, COPPER DUN OR PVC DRAINAGE ABOVEGROUND. LP GAS: (WHERE APPLICABLE) UNDERGROUND PIPE TO GAS METER PROVIDE© BY GAS COMPANY. SCHEDULE 40 GALVANIZED OR BLACK STEEL PIF'E WITH THREADED FITTINGS ABOVEGROUND. 13. INSULATE HANDICAPPED LAVATORY WASTE PIPING WITH 1/2' THICK ELASTOMERIC POLYETHYLENE CLOSED CELL THERMAL PIPE INSULATION WITH ALL EDGES SEALED, AS RECOMMENDED BY THE MANUFACTURER z u 0 0 0 z w H J BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the 'euilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date-- -L.sr..L.4 2 J . I� Owners Name and Address ._ -..1 � . ... _ {s��s�`t� No. Street j Registered Architect and /or Engineer. .. . o L-/,r�e Name and address of licensed contractor Locatfe and legal description of lot to be builtn: Lail/ 4-t I 7 Block...._. -� Street and Number where work is to be done 1 iZ Estimated Total cost of improvements $ Z5 , Zone cubage required ;2 MIAMI SHORES VILLAGE Subdivision State work to be done and purpose of building (by floors) and for no other purpose. Repairs No. of ries 1 Roof Covering , f New Building ... ernodeling tv. i Addition/ ..,. ....... To be constructed of 1 Kind of foundation \%j 1_'ed Amount of Permit $ - - -. cc�� r ee) �� �� .Plan Cubage. Z). / -2 � S I.4- .1.- '(/ Distance to next nearest building . Size of Building Lot ) C� l' / T S Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Ceneral Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site o the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such contractors, or3.yygp4 j p - i be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed L pi/ STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared .. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No t 2 Y` Date " Z ' �'.'_!____..__... Read, Sworn to and Subscribed before me. Disapproved n Date( ( Signed) _SA 1 . Notary Public, State of Florida Building or My Commission Expires PLANNING BOARD DATE Chairman .... Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 1( it 1)- l3 1t " ;cg ",.- 5. )< 7,4 ceA.pkt-t%1 ,2?x )( )c "2/ ,zC751 ge z/ 7x 1,2-1-z" 1;1.4, /,,2. X S o y 2-Z7.3/ 79, 8z 1 10 72 311 z1 ,6 32, /, O-c70 /-g- `aFY J . rORD CO. 1774 W. Flagler Street MIAMI 3,5. FLORIDA Phones: FR 94508 FR 1.0027 7 �5 s o 632 ti 94 Gr 72 yo 13 2,4 zs 2<, ODER .NO. / 25 ?11 .. • t :. c . a _s x , 27 2a 29 �1 ti //f 3a Zo r/a4Y /at X 44 _4 /= 2�0' • 3/ 9 8 3 o% 3 ' 7 +p 2 5, 4 1 2.e • ; i s 5015 , ' � � 2op� /S fllff i 1 r .URVEY OF LOT -16.& THE EAST OF LOT 17, BLOCK 84 IIIAMI SHORES SECTION NO. 3 According to the Plat thereof as. recorded In Plat Book 10 , at Page 37 I ub1td Records of Dade County, Florida. For DEAN CLAUSSEN Date FEBRUARY 3, 1963. F. ' A. 322-64 ,a4 • 0 I HEREBY CERTIFY that the attached sketch represiittala survey made under my direction and is true and correct There are no encroachments except as shown. -W -, R LAND SURVEYORS STATE OF FLORIDA 7.5. o3i c) 75.0/ • } ,42/ .ae ///.47e 021 :•.• . . , • , N\ ,. i ,■•\.\, - ' . ' 1 . . , i . • . ,... . : / A. . . ,, t ‘ • .. . , II . . , . .. . . , . ... .,... • , p ••.. . . . .. . . rf.;cv ; 7 %4447 A AN 0 A s c A - r Ei N 01011 ART F3 r r E2 r..31..!) R r..1 1 4 t t-: I V i•1 •f• I F• (- A • Li • ° A II M . 1\1 GA0 ARL -r C" r ) • G, ti G: GJ d $ 4/431 S } 0,! r3,v c'!- *;.•l'!.'6; G' t.r,fix4 ,, j"rte' i L. • .1 /� ,r ,t / a 4 , 4y / A: 3 . -r s 'Ili ' f',aa ) i a • ' t7.. /y ♦ r {1 /' 1l t� -4 :- .. ' r; S.t) r 7 - t. S� ±. 11 +.:4i Q$JTr, C ' Q Q ( 1 L: Lirr) ki G'► Y 1 1:4%4 W <.:(3 1 ' VW `. . !.* •' 4 (' 1 ; !;(fr. ' V4tt %;?i.C C ►: C . 1 . ( -a .1x-r:' 1 �'G ( 144-f>'''' . y S•.h'► �ttl� c.?tl , :_3 1 J a r`r c ' �/ • cS. ft4 : tt. -s._.�:�_ a %t *l ttr►i riot, 4'. iA..„1a11 Wit.#' rYt# ft:l' .A ?)f r3c4iLzr.. O to t " { C.' t�i , N c s [ , U( (r, Ij 3o* 11 );,l,s n. 1.4..()alp • • MAN FR Et M. U NGARO Aria1- 11-re A ND A ,53 r r1illATE;O INTERIOR AR T ` O curt r :4 . 111:01i. Rt.t. 2 4100 P4O TH h1t .'WE , pi,11Ai („x 1 )o. $0 11„ t-)T. '. kvs t : rt$ CL, (t3: z t. 2 >':�•� x�`,i= �i „�, , is 84'p�SM v. 3 r . _ ".• i.le - .” . i "t Vii. r A !t l' 19 . : ; 4 t c \■✓ 4' rs .r. - rZ. G ! _ \V d . \V.. l' ►t. 448'4 tY'6 T t4` 1't t I. t '? r 4 J4-,t' • 4 M. V NGAFZC.O AppEn ec-r ANT.'., f.1% ;11"c:14. ti !.t)L1. R M ,' ?.ri ' ! ,!t AV :. M!AN1!, ! i.li. I r r 4 L.