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RC-12-1658_Plans New ) J i � �le OI & Sk V AREA IOF WORK P.A. EXISTING O.H, ELECT METER AND DISC. TO REMAIN 10' EX. 15' ALLEY Al GENERAL DEMOLITION NOTES ---�--- 12'MAX, TOISBE REMOVED DOOR 1, THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR HAULING X UJ W. 75.00 AND LEGALLY DISPOSING OF MATERIALS REMOVED IN DEMOLITION WORK, o RICHARD (' RT c "A" N 2. THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND EXAMINE J `�0�" 1 E�J =cn THE PLAkNS AND IT WILL BE ASSUMED THAT THE CONTRACTOR HAS w 10' 5' 10' 5' INVESTIGATED AND IS FULLY INFORMED OF THE CONDITIONS AND m ° PEIUAI °e NEW EXIST. NE MATERIALS TO BE ENCOUNTERED AS TO CHARACTER, QUALITY AND # 0 2 o z NEW DRIVEWAY EXTENSION TO BE QUANTITIES OF WORK TO BE PERFORMED AND MATERIALS TO BE ° o r1�l1 "�tl SHORES VILGE W 15 ST I - � ¢ NEW 4 MIN. CONC SLAB W/10X10, FURNISHED AND AS TO THE REQUIREMENTS OF THE PLANS. X N u — 20'-0' W1.4 X W1.4 W.W,M. ON COMP. GROUND REMOVE PORTION m ,� Q OF EX, CMU WALL II o 0 0 `'' PIN 56 NEW 3, THE CONITRACTOR SHALL REMOVE ALL SPECIFIC ITEMS INDICATED ON Id I ¢ ~ ~ APPROVED EY DATE z CONCRETE 5 CONCRETE THESE DRAWINGS AND ALSO REMOVE ANY OTHER ITEMS OR CONSTRUCTION � - 3 PARKING PARKING EXTENSION AS REQIUIRED TO ACCOMPLISH ALL NEW WORK TO AREAS SHOWN I II Y °L,J'o -0 8 I EXISTING CONC. SLAB ICI °_ °� o Ni ' 3-4 8 lYP. BOTH SIDES TO REMAIN z cn ? NEW �- , 4, ALL DIMENSIONS SHOWN ARE TO BE VERIFIED IN THE FIELD AND ANY - ° w ZONING Z� rcortespa®aol.com n LANDSCAPE EXISTING CONC. WALK /(�3� q DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE I I I I Z w > o I '/ _ TO BE REMOVED. Si o ARCHITECT BEFORE PROCEEDING WITH THE WORK, GARAGE I I w °� A NEW ______ 5, BUILDING CONTRACTOR TO CUT OUT AND REMOVE EXISTING TRUCT'URJ-.' �----- , l TO BE CONVERTED TO � y�� CONC, WALLS END SLAB AS INDICATED, 2 \ A BEDROOM GARAGE --� PATIO J --i ❑ 6 TO BE CONVERTED TO A ; 6, THE AMOUNT OF DUST RESULTING FROM DEMOLITION SHALL BE , ®1/ NEW BEDROOM L___________J ' EXISTING SEPTIC TANK CONTROLLED TO PREVENT THE SPREAD OF DUST TO AVOID CREATION OF c� iR'�``' -r� A NUISANCE IN THE SURROUNDING AREA. USE OF WATER WILL NOT BE 3 SAN, LINE AND DRAIN FIELD T IN OR CREATE HAZARDOUS OR EXISTING CONC. STEP t G/ — � PERMITTED WHEN IT WILL RESULT , EXISTING C 0 NEW CONTRACTOR TO FIELD VERIFY OBJECTIONABLE CONDITIONS SUCH AS FLOODING AND POLLUTION. TO REMAIN EXACT LOCATION _ 7. ALL EXISTING SURFACES SUCH AS WALLS, FLOORS, CEILINGS, BASES ETC. � ° THAT ARE AFFECTED BY THESE ALTERATIONS ARE TO HAVE NEW MATERIAL AND FINISH AS REQUIRED TO MATCH ALL ADJACENT EXISTING FINISHES ±8 8. GENERAL CONTRACTOR SHALL DO ALL CUTTING AND PATCHING OF - �! I EXISTING CONCRETE SLABS, PARTITIONS, ETC...AS MAY BE REQUIRED II FOR ALL TRADES TO ACCOMPLISH ALL WORK REQUIRED BY THESE EXISTING SUSPENDED II EXISTING DOOR EXISTING RESIDENCE CONTRACT DOCUMENTS, CONTRACTOR SHALL DO ALL PATCHING AND W.H. TO BE REMOVED �7 \ II TO BE REMOVED TO REMAIN PROVIDE NEW FINISHES TO MATCH EXISTING SO AS TO MAKE THE f8 "PATCHE=D AREA" INDISCERNIBLE FROM THE EXIST, ADJACENT AREA. z �tJUJECT TO C0i,4r�l.ibJ _ <`1'"r9 ,i.,i. f�EL>ERAL 9, UTILITY SERVICES: MAINTAIN EXISTING UTILITIES INDICATED ° Ilk m am TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE ISTING STATE AND 1_01UNTY RULcS AiND Rg.&JIATIUNS DURING DEMOLITION OPERATIONS, U.O.N. WASHL W �,a EXISTING ��- 10. PRIOR TO DEMOLITION, VERIFY THE SCOPE OF WORK W/THE E TING K 8 LAUNDRY TENAN7 AND DISPOSITION OF ANY REMOVED ITEMS. RYER w o 11, REMOVE ALL SPECIFIC ITEMS INDICATED ON THESE DRAWINGS AND ALSO REMOVE ANY OTHER ITEMS OR CONSTRUCTION AS REQ'D. TO ACCOMPLISH ALL NEW WORK TO AREAS SHOWN. 12, PATCH CONC. SLAB TO MATCH EXISTING STRUCTURE, AFTER NEW CeD 75,00 PLUMBING FIXTURES HAS BEEN LOCATED. CLOSET G 5' CONC. SIDE WALK iff 13, ALL REMOVED ITEMS IF ANY SHALL BECOME THE PROPERTY OF O THE CONTRACTOR WITH THE APPROVAL OF THE OWNER, AND ❑ EXISTING XI SHALL BE REMOVED FROM THE SITE. DINING ROOM BHROOM I EXISTING 20' ASPHALT PAVEMENT 14. CONTRACTOR TO SHORE UP EXISTING ROOF TO REMAIN, PRIOR TO EXISTING KITCHEN BEDROOM REMOVING ANY BEARING WALLS OR PARTITIONS. I 7D NEW 3000 PSI CONC. REFRIG +3 fen W 6X6 W1.4XW1.4 W.W.M. EXISTING CONC, SLAB ON 6 MILL W.P MEMBRANE AND MESH( TO REMAIN AT NEW SLAB OPENINGS N.E. 96TH STREET x x cn SITE PLAN SLAB CUT REMEDIAL DETAIL ( IF REQ'D. ) SCALE: 1/16" = 1'-0" N.T.S. / EXISTING � BEDROOM � LEGAL DESCRIPTION: FOR NON STRUCTURAL SLABS ONLY EXISTING LIVING ROOM LOT 19 AND WEST 1/2 OF LOT 20 BLOCK 19 FAMILY ROOM EXISTING MIAMI SHORES SECTION 1 AMMENDED PB 10 PG 70 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR BATHROOM MIAMI DADE COUNTY FLORIDA OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTIVE TREATMENT TO NEW CONSTRUCTION. TO BE DONE PRIOR D❑ SITE CALCULATIONS: TO ANY CONSTRUCTION. SITE: 8,625,00 S.F. A PERMANENT SIGN, WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TRATMENT CONTRACT RENUAL, SHALL EXISTING RESIDENCE 1,823.00 S.F. 21,13 % BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR 71Z 1 EXISTING WALKWAY 112,00 S.F. 1.29 % ELECTRICAL PANEL. EXISTING DRIVEWAY 340,00 S,F. 3,94 NEW DRIVEWAY 290.00 S.F. 3.36 SHEET NA NEW CONC. PATIO 180.00 S.F. 2.08 LANDSCAPE 5,880.00 S.F. 68.17 SITE PLAN & N DEMO . PLAN PROJECT SCOPE: DEMOLITION PLAN SYM REVISION-RECORD 09/21/12 1 #4 STEEL DOWELS REMOVE EXISTING ILLEGAL NON-PERMITTED DEN SCALE: 1/4" = 1'-O" 10/24/12 AT 12" O.C. TO BE DRILLED & REWORK AS PER PLANS FROM LEGAL 6" MIN. INTO CENTER OF EXISTING GARAGE TO NEW PROPOSED BEDROOM & BATH. 0 SLAB WITH HILTI "HIT HY150 ADHESIVE OR EXISTING "POWER FAST EPDXY" 6" ����� ����J A EXISTING ITEMS ITEMS TO BE REMOVED 1 1/2" DATE: 09-05- 12 NEW 4" MIN, EXISTING 4" CONC. SLAB DRAWN BY: CONC, SLAB WITH 10X10 TO REMAIN P.M.P. W1.4 X 1,4 W.W.F. ON COMP GROUND SCALE: AS SHOWN SLAB CONNECT. DETAIL "A" ( IF REQ'D.) PROJECT N N.T.S. AT CONC. DRIVEWAY EXPANSION NORTH SHEET No. I I AREA OF WORK NEW 12'-7"+- "l, 12'-0" TANKLESS W/H — EXISTING FIELD VERIFY *l7- 2 (SEE P-1) EXISTING O.H. ELECT METER AND DISC. TO REMAIN 4" MIN, CONIC SLAB W/6X6, W1.4 X W1.4 W.W.M. ON WELL COMP. FILL EXISTING ROOF N NEW CLOSET 48" LVR. V�V48" LVR. V — — — — EXISTING WALL 0 EXISTING SL. GL DR. L Q I RICHARD CORTES TO BE REMOVED. BLOCK EXISTING OPENING AS PER -+ 5 I ARCHITECT DETAIL "A" SHEET #5 g o NEW BEDROOM o NEW AR# 0014236 z 7" CONIC. PATIO EXISTING RESIDENCE NEW FLOOR, MATCH 7700 SW 115 ST FLOOR HEIGHT AT EXISTING + 'o - = w i"`�' I o n PINECREST, FL. 33156 LAUNDRY ROOM J ZONE: 4 N N � I w EXISTING CONIC, SLAB TO REMAIN + 50.3 P5° ZCNE: SLOPE + 46.0 P5F ` PH: 305 233-0858 ., z 53.4 PSF 1 1 -3"+- 50. P5= 1 FAX: 305 233-4858 Cy N EXISTING FIELD VERIFY J rcortespa@aol.com w 3 -3" NORTH ELEVATION - 7'-8" ' 15 31 " 15" 15" 15" 1 6 CD � SCALE; 1/4" = 1'-0" REAR �i B 8" X 8" MIN. DROPPED CONC, NEW 8"X8" CONC. � EDGE WITH 1 #5 BOTT, CONT. LINTEL WITH 8" MIN. BEARING N O AT FULL PERIMETER CD W AT EACH SIDE, ° Of CONTRACTOR TO FIELD VEIFY o 1` n NEW 0 ACTUAL HEIGHT CLEARANCE WITH N 47 BATHROOM a- ° THE ACTUAL DOOR HEIGHT. N 32" DOOR N CIO r A EXISTING OOF EXISTING CONIC. BEAM °z FIELD VERIFY CT LOCATION EXISTING w ZONE: 4 + 5 I .0 P5 F WA R w - 55.0 F5F J z > ZONE: 4 1p� �'l EX ING LAUNDNG YER ><34 S.H. + 5 I .8 P5F CA -2 BSC w EXISTING WALL �55.o PS�� Al EXISTING WINDOW O O EXISTING RESID CE NEW F OR, MATCH ZONE: 4 EXISTING FLO HEIGHT AT EXISTI + 50.3 PSF qXI CLOSET DRY ROOM 53.4 P5F LAUNDRY ROOM EXISTING NG DINING ROOM 8 HROOM EXISTING CONC. LAB TO REMAIN EXISTING KITCHEN p BEDROOM W NEW 8" X 8" MIN. CONIC, CAP WITH 2 #5 CONT. WEST ELEVATION E�l . SCALE. 1/4" = 1'-0" LEFT SIDE REFRIG CID 8"X12"+- CONIC, BEAM WITH (4) #5 BARS AND #3 CLO TIES AT 12" O.C. EXISTING ONC. TIE BEA/N :-�\�s ZEXISTGF O FIELD RIFY EXACT LOEXIST ING EXISTING EXISTING LIVING ROOM BEDROOM FAMILY ROOM EXISTING BATHROOM p®q � EXISTING WALL � ZONE: 4 + 46.0 P5F - 50.6 P5�Ai _LL SL. GL, DR. `��-' NEW FLOOR, MATCH FLOOR HEIGHT AT EXISTING LAUNDRY ROOM LAUNDRY ROOM SHEET NAME: N FLOOR PLAN & EAST ELEVATION NEW FLOOR PLAN ELEVATIONS SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" RIGHT SIDE SYM REVISION-RECORD EXISTING ITEMS TO REMAIN 09/21/12 1 NEW ITEMS AND PARTITIONS 10/24/12 GROUP R3 TYPE VB 0 ALTERATION-LEVEL-2 4" MIN. CONIC SLAB W/6X6, W1.4 X W1.4 WWM, ON WINDOW / DOOR SCHEDULE CONTRACTOR TO VERIFY ALL MASONRY OPENINGS WITH THE MANUFACTURER FLOOD ZONE "X" 6 MILL VAPOR BARRIER, TO WELL COMP. FILL COORDINATE STYLE WITH THE OWNER EXISTING RESICENCE 1,525,00 S.F. LAP W.W.M, 30" MIN. STORAGE RM CONVERTION 298.00 S.F.. — MARK SIZE MASONRY OPENING SHUTTERS REQ, EGRESS REQ. PRESS, RATING REQD. ZONE DATE: SLOPE WIDTH X HIGHT WIDTH X HEIGHT YES OR NO YES OR NO FOR SPECIFIC OPENING 09-05-12 VERIFY WITH THE VERIFY WITH THE + PSF TOTAL RESIDENCE 1,823.00 S.F.. MNFGR MNFGR DRAWN BY: P.M.P. O FIN. GRADE 34 S.H. 53 1/8" X 50 5/8" 54 1/8" X 51 5/8" IMPACT NO SEE FLOOR PLAN & ELEVS. SCALE: WELL COMP, FILL 22 S.H. CAT-2 37" X 26" 38" X 27" IMPACT NO SEE FLOOR PLAN & ELEVS. AS SHOWN 8" X 8" MIN, DROPPED CONIC. 72" SL. GL. DR, 72" X 80" 73'1 X 81"+- IMPACT NO SEE FLOOR PLAN & ELEVS, PROJECT N EDGE WITH 1 #5 BOTT. CONT. CONC. THICKENED EDGE SECTION SCALE: 3/4" = 1'-0" A - 2 NORTH SHEET No. I V 4 TWO VERTICAL # 5 STL BAR (1) VERTICAL # 5 STL. BAR TIED TO UPPER AND LOWER TWO #5 - 34" LONG STL. DOWEL WITH IN BLOCK CELLS VI - WOOD NOTES DOWELS. COMPLETLY FILL NON SHINK EPDXY GROUT PROVIDE (1) #5 - 34" LONG STL. DOWEL WITH TIED TO UPPER AND LOWER STRUCTURAL NOTES 8' OPENING W/ 3000 MIN. 4" PENETRATION INTO NON SHINK EPDXY GROUT PROVIDE DOWELS. COMPLETLY FILL I - CODES 1. - ALL WOOD IN CONTACT w/ CONCRETE, MASONRY OR LATH SHALL BE CONC. EXISTING CONC, TIE BEAM. 4" PENETRATION INTO CENTER CELL OPENING W/ 3000 MIN, FLORIDA BUILDING CODE, 2010 EDITION PRESSURE TREATED AS PER "AMERICAN WOOD-PRESERVES OF EXISTING CONIC, TIE BEAM. CONC. ASSOCIA.TION". T 2. - AMERICAN INSTITUTE OF STEEL CONSTRUCTIONS "SPECIFICATIONS FOR FIELD ING CONC. TIE LOCATION - STRUCTURAL STEEL BUILDING - ALLOWABLE STRESS DESIGN AND 2. - STRUCTURAL LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING FIELD VERIFY EXACT LOCATION EXISTING CONC. TIE BEAM ' � PLASTIC DESIGN", 1989. STRESS OF Fb= 1200 P.S.I. FRAMING LUMBER SHALL BE SOUTHERN FIELD VERIFY EXACT LOCATION 3. - AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR YELLOW PINE No.2, NOMINAL SIZE DRESSED S4S OR APPROVAL EQUAL, STRUCTURAL CONCRETE" ACI 318-02. CELLL L ® AX. LUMBER SHALL BE FREE OF WARP THAT CAN NOT BE CORRECTED BY 1 MAX,TED BRIDGING AND NAILING. M 4• - AMERICAN FOREST AND PAPER ASSOSIATIONS " NATIONAL DESIGN 48" O/C SPECIFICATION FOR WOOD CONSTRUCTION", 1991 ("NDS"). 8"X12"+- CONC. BEAM (SEE DTL.) 5• - AMERICAN CONCRETE INSTITUTE " BUILDING CODE REQUIREMENTS FOR WITH (4) #5 BARS AND MANSNRY STRUCTURE" ACI 530-02/ASCE 5-0?err"\�►-� #3 CLO TIES AT 20" O.C. 0 6. - WIND AS PER ASCE 7-10 BASIC VELOCITY: V= 175 MPH LLJ IMPORTANCE FACTOR: 1=1.00 ° � EXPOSURE: C z INTERNAL PRESSURE COEFFICIENTS: GENERAL NOTES: + cy RICHARD `FOR 1 ES GCpi +/- 0.18 PLANS MUST COMPLY WITH THE NEW � °o "FLORIDA BUILDING CODE 2010 THE CONSTRUCTION ¢ ° ARCHITECT II. - MATERIALS DOCUMENTS HAVE BEEN PREPARED IN COMPLIANCE NEW SL GL. DR. OPENING AR# 0014236 WITH THE 2010 EDITION OF F.B.C. INCLUDING THE < - EXISTING BLOCK WALL Z,� UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. FLORIDA EXISTING BUILDING CODE IF APPLICABLE. t 7700 SW 115 ST 1• - STRUCTURAL STEEL. . . . . . • • . . • . . .ASTM A 36. ANCHOR BOLTS.U.O.N• ASTM A 307. > PINECREST, FL. 33156 NEW CONC. SLAB 2• _ CAST-IN-PLACE CONCRETE TOP OF FUNDATION. .3 KSI NORMAL WT. PH: 305 233- SLABS ON GROUND. 3 KSI NORMAL WT. NEW FLOOR FAX: 305 233-4858 COLUMNS AND BEAMS. . . . . . . . . . • • .3 KSI NORMAL WT. COMPACTATION NOTE: rcortespa4aol.com 3• - REINFORCEMENT WELL COMPACTED APPROVED I -II ill-ll III I = - - - - - - _ - _ - DEFORMED BARS. . . . . . . . . . . . . . .ASTM A615, GRADE 60. FILL, 95 % DENSITY - N WELDED WIRE FABRIC. . . • . . . . . . . . ASTM A185, GRADE 60. MECHANICALLY STAMPED WELL COMPACTED - _ _ APPROVED FILL, 95 � - 4, - WELDING ELECTRODES• E70xx LOW HYDROGEN. - = EX. CONC. SLAB EX. CONC. SLAB DENSITY MECHANICALLY TI I II-III II II II - - - - - - - - - - BOLTING MATERIALS. . . . . . . . . . . . .ASTM A325 OR A490. I- Tf(- �T(= - I =lT I 5, _ STAMPED U.O.N FRAMING LUMBER . . . . . . . . . DOUGLAS FIR OR SOUTHERN EXISTING CONC. MIN.8_ 6. - YELLOW PINE No.2. EX, CONC. SLAB FOOTING 8" IN. EXISTING CONC. � 5"M IN. 19% MAX. MOISTURE CONTENT. FOOTING P'o= 1200 PSI MINIMUM. TWO #5 - 34" LONG STL. DOWEL WITH TYR 30" BAR OVERLAP NOMINAL SIZE DRESSED NON SHINK EPDXY GROUT PROVIDE EXISTING 8" CONC, TOP AND BOTTOM w III. - GENERAL 4" PENETRATION INTO CENTER BLOCKS SEE FLOOR U� OF EXISTING CONC, FOUNDATION, PLAN FOR NEW TIE (1) #5 - 34" LONG STL. DOWEL WITH 1. - NOTE, TYPICAL DETAILS AND SCHEDULES APLLY TO ALL STRUCTURAL EX. FOUNDATION DOWN LOCATIONS. NON SHINK EPDXY GROUT PROVIDE WORK UNLESS OTHERWISE NOTED FOR CONDITIONS NOT SPECIFICALLY 4" PENETRATION INTO CENTER SHOWN. PROVIDE DETAILS OF SIMILAR NATURE. VERIFY APPLICABILITY OF EXISTING CONC, FOOTING BY SUBMITTING SHOWN DRAWING FOR REVIEW. EXISTING 8" EXTERIOR BLOCK WALL � NEW DOOR OPENING DETAIL 2. - STRUCTURAL DRAWING SHALL BE USED IN CONJUNCTION WITH THE A SPECIFICATIONS, ARCHITECTURAL AND MECHANICAL DRAWINGS. IF C NEW DOOR OPENING ENCLOSURE THERE IS A DISCREPANCY BETWEEN DRAWINGS IT IS THE CONTRACTOR'S N.T.S. TYP. BOTH SIDES OF OPENING 5 SCALE: 1/2" - 1'-0" rJ RESPONSABILITY TO NOTIFY THE ENGINEER PRIOR TO FORMING WORK. EX. FOUNDATION = 3. - DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. �. TYP. BOTH SIDES 4. - SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATERPROOFING AND FIRE PROOFING DETAILS AND REQUIREMENTS. 5 _ AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PERSON AND Q PROPERTY. THE ARCHITECTS OR ENGINEERS PRESENCE OR REVIEW OF J BOTT OF EXISTING ROOF TRUSSES WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S Y MEANS OR METHODS OF CONSTRUCTION. DRAWINGS HAVE BEEN o NEW R-30 INSULATION PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING. o m 6. - CONDITIONS IF, DURING EXCAVATION OR CONSTRUCTION ACTUAL ARE °' L - o DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, o 5"MIN. ENGINEER SHALL BE NOTIFIED � X GALV. MET. RUNNER R-5 MIN, INSULATION EXTERIOR ,X NE`.V 4 CCNC. SLAB ��V/GX6 SCREWED TO WD TRUSS THRU-OUT ENTIRE EXTERIOR WALLS + > /FILL (35%O OF ASTM D°1 557 SCREWS AT /0 C. I w co � z B�OM O NOTE: � a o I z OVER EX. 4 CONC. 51AB a ° DRILL AND EPDXY EXISTING CBS EXTERIOR WALLS IV. - CONCRETE NOTES N (TYP.) x NEW 1/2" GYP, BOARD CLG. TO _ ,x - 1X3 WD STRIPING AT 16" O.C. U Q 6" INTO EXISTING 1/2" GYP. BRD. TO 1X2 P.T. 1. - REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS N Z TO EXISTING ROOF TRUSSES co TIE BEAM & FTG. WOOD FURRING AT 16" O.C. TERNINATE- FOLLOWS, U.O.N. IN DRAWINGS. `< - AT 1/4" DISTANCE FROM FIN FLOOR • x CONCRETE POURED AGAINST EARTH . . • • . . . . . . . . • • • . . . . 3" w CONCRETE EXPOSED TO EARTH OR WEATHER: 8" BLOCK WALL,,,,,,, r' .+ o GALV. MET. FIRE 1 #50 CORNERS & / 1 5 OR SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . -1 2" d w '6 OR LARGER . . • . . . . . . . • . . • . . . . • . . • . . . . . . .2 ' 1 STOP 0 CLG. IN MAX OR WHERE EXISTING EXTERIOR WALL FINISH I#5�S x24' LEVEL. OR MIDD SPAN, INDICATED AT FDN. PLAN � � CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND, r z IN CONC. FILLED CELLS 1/2' GYP. BD. ON 25 GA. COLUMNS (TIES AND MAIN REINFORCING) .1-1/2" o' INTO EX. SLAB s 2ILLED MAX. O.C.r @ 3.5/8" METAL STUDS SLABS, WALLS, JOINTS, '11 OR SMALLER . • . • • . 3/4" I 24' X. O.C. w BEAMS (STIRRUPS AND MAIN REINF.) . . . . . . . . 1-1/2" -e EX. OPENWG. 16 O.C. CLEAR COVER SHALL BE SHOWN ON ALL REBAR DETAIL DRAWINGS. NEW NEW rTOP FOOTING 2 _ ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE i ow CONT• GALV. IvIEIAL PLACING CONCRETE IF NECESARY, ADDITIONAL BARS SHALL BE PROVIDED RUNNER SECURED TO // • o SLAB W POWDER ACTUATED BY THE CONTRACTOR TO FURNISH SUPPORT. z 5"MIN• �1\v IL FASTNERS AT 24" O.C. _ CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF _ THE C DATI N ONE VERTICAL # 5 STL. BAR 3 EX. FOUN O ALL OPENINGS, PIPES SLEEVES, ETC • . .AS REQUIRED BY ALL TRADES, TOP OF NEW FLOOR BEFORE THE CONCRETE IS POURED. THE CONTRACTOR SHALL CONSULT THE EX. CONC. BLAB DOWELS,EX. WALL REINFORCEMENT TIED L UPPER AND LOWER ONE # 5 - 34 LONG STL. DOWEL WITH LS. COMPLETLY FILL NON SHINK EPDXY GROUT PROVIDE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, AS WELL AS INTERIOR PTN . N.T.S. 8" OPENING W/ 3000 MIN. 4" PENETRATION INTO TYP. � CONC. EXISTING CONC. TIE BEAM. THE STRUCTURAL DRAWING FOR THE LOCATION, NUMBER AND SIZE OF ALL OPENINGS, SLEEVES,SLEEVES, ETC . . .HOWEVER, OPENINGS NOT SHOWN ON THE SCALE 1"=1'-O" EXISTING FIELD VERIFY EXISTING CONC. TIE BEAM Q STRUCTURAL DRAWINGS SHALL BE INSTALLED ONLY AFTER APPROVAL BY N - THE STRUCTURAL ENGINEER IS OBTAINED. FIELD VERIFY EXACT LOCATION 4. - LOCATION OF ALL CONSTRUCTION JOINTS NOT SHOWN IN DRAWINGS FOUNDATION PLAN (REWORK) SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAILING OF REINFORCING. ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN SCALE: i/4"' = 1'-0" a� �' a 1/2 GWB ON NEW 8"X8" CONC. PT 1X2 TYP ���`/�,,����� �� CONC. TIE BEAM LINTEL WITH 8 MIN. BEARING REBAR DETAIL DRAWINGS. ENGINEER MAY REQUIRE ADDITIONAL SHEET NAME: o v AT EACH SIDE,�a o TYP, PT 1 X4 WOOD BUCKS SECURED REINFORCING AT CONSTRUCTION JOINTS. STUCCO TYP WITH POUDER ACTUATED FASTNERS AT CONTRACTOR TO FIELD VEIFY 5. - CONCRETE FINISH FOR SLAB ON GROUND SHALL BE "LIGHT BROOM 1 2" STUCCO SCREED 4" FROM EACH CORNER AND 6" BALANCE ACTUAL HEIGHT CLEARANCE WITH / THRU-OUT ON ALL FOUR SIDES OF THE WINDOWS, THE ACTUAL DOOR HEIGHT, DETAILS FINISH". CONCRETE FINISH FOR BEAMS AND COLUMNS SHALL BE "SMOOTH WATER PROOF o FORM FINISH, ACI 301-89 (10.2.2). CAULKING ALL AROUND c`' z 1/4"D X 1-1/4" MIN PENETRATION : NEW WINDOW OPENING TAPCO SCREWS 0 15" OC AT BODY �°o TYPICAL ALUMINUM AND 4' OC AT ALL CORNERS INTO CONC, + z SYM REVISION-RECORD PRODUCT SEE APPROVAL TYP ALL AROUND ALUM FRAME °' w " 09/21/12 V. - MASONRY NOTES � NEW 8 X 8 MIN. CONC. CAP TO CONC OR MASONRY UNITS. = EXISTING BLO K W L 3-5/8" OR 5-5/8" X 16 GA. NOTE: THRU THE PT WINDOW BUCK Si a WITH 2 #5 CONT. 1. - HOLLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE STEEL STUD 0 16" O.C. 1. ALL WALL HUNG FIXTURES TO BE VERIFY WITH PRODUCT APPROVALS E2 � 0 CAPABLE OF WITHSTANDING 250 LBS w ASTM C90, ON GRADE N, TYPE I, NORMAL WEIGHT F'c= 1900 P.S.I. POINT LOAD. 2. - MORTAR SHALL CONFORM TO ASTM C270, TYPE "M" OR "S" FOR 2. USE MINERAL WOOL BATTS AT ABOVE GRADE, TYPE "M" FOR BELOW GRADE, F'c= 2000 P.S.I. 1-HOUR WALL, 3. - GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 5" X 12" GA. UNPUNCHED TOP OF F'c= 3000 P.S.I. STRNGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN STEEL STUD TRACK BACKING WALL HUNG FIXTURE NOTE; NEW FLOOR INCREMENTS NOT EXCEEDING 4 FEET VERTICALLY AND A SLUMP OF ALL WALL HUNG FIXTURES TO BE SUPPORTED AS CAULK ALL AROUND TYP DATE: 09-05-12 9"t 1 ". CONCEALED TYPE BACK PLATE PER F.B.C. LATEST EDITION MARBLE SILL (COORD. WITH OWNER) 3.1 -PRIMS STRENGTH OF MASONRY UNITS SHALL BE MINIMUM OF f'm = 1500 PSI. STEEL STUDS SHALL BE DOUBLED OR NOT LESS _ DRAWN BY: GWB ON PT 1X2 TYP EXISTING CONC, P.M.P. - VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 THAN 20 GA W/ A MIN. EFFECTIVE MOMENT OF ENERTIA FOOTING MIN,8" 4• SOCKET HEAD SCREW (3 PLACES) EQUAL TO 0.864 IN. 4. STUDS TO BE RIGIDLY WP CAULK DEFORMED BARS MINIMUM LAP SPLICES SHALL BE 48 BARS Dia• AS ALL AROUND 1/4"D X 1-1/4" MIN PENETRATION SCALE: CONNECTED TOP AND BOTTOM TO PREVENT °I a TAPCO1 SCREWS 0 16" OC AT BODY AS SHOWN FOLLOWS". "3 BARS. . . . . .1'-6" " SIGNIFICANT END ROTATION OR DISPLACEMENT. A " » 5/8 WATER RESISTANT TYPE X 8' X 8 CONT• CONC. AND 4' OC AT ALL CORNERS INTO CONCRETE # 5 - 34 LONG STL. DOWEL WITH "4 BARS. • . • . .2'-0" HORIZONTAL MEMBER SECURELY FASTENED TO NOT LESS THAN SILL WITH 2 5 CONT. ' a TYP ALL AROUND ALUM FRAME NON SHINK EPDXY GROUT PROVIDE PROJECT N GYP. BIRD. EACH SIDE TWO STUDS SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH # ° e . TO CONC OR MASONRY UNITS "5 BARS. • • . . .2'-6" AT ALL WINDOWS . 4' PENETRATION INTO CENTER "6 BARS. . . . . .3'-0" HUNG PLUMBING FIXTURE. THRU THE PT WINDOW BUCK VERIFY WITH PRODUCT APPROVALS OF EXISTING CONC, FOUNDATION, 5. - HORIZONTAL REINFORCING SHALL BE No. 9 GAGE, LADDER TYPE FOR REINFORCED MASONRY, AND SHALL BE PLACED EVERY OTHER COURSE U.O.N. FIXTURE BACKING DETAIL WINDOW CONNECTION DETAIL NEW WINDOW OPENING DETAIL ("v 6. - ALL BLOCKS SHALL BE PLACED IN RUNNING BOND. SCALE: N.T.S. N.T.S. N.T.S. 5 VERIFY ALL CONNECTIONS AND MASONRY OPENINGS WITH PRODUCT APPROVALS 3 SEPARATION BETWEEN THE WINDOW AND THE P.T WOOD BUCKS ARE NOT TO BE MORE THAN 1/4" NORTH SHEET No. I i GENERAL HVAC NOTES P.A. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE HVAC SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. AREA OF WORK THE FLORIDA BUILDING CODE 2010 AND THE LATEST EDITION OF THE FOLLOWING PUBLICAT70NS:9.((A) SMA B A 1(D)MECHANICAL. REFRIGERATION (B) NFPA PAMPHLETS 90A & 91 2. ALL AIR CONDITIONING DUCTWORK SHALL BE 1-112 " STANDARD DUTY FOIL REINFORCED FIBERGLASS (R-6) MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER WHEN IN UNCONDITIONED SPACE, AND 314 " STANDARD DUTY FOIL REINFORCED FIBERGLASS (R-4) MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER IN CONDITIONED SPACE OR RETURN PLENUM SPACE. /^"� � 3. ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL. EXISTING O.H. ELECT METER ( NEW TANKLESS-� AND DISC. TO REMAIN 4. DUCT SIZE SHOWN ARE NET FREE AREA INSIDE. W.H. 5. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL FAN-COIL ALUMINUM CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO ��✓�- MB ENTERING F ELECTRICAL DATA CBS RECEIVE PAINT TO MATCH COLOR OR AIR GUIDE OR APPROVED EQUAL. - - - DESIGNATION CFM TOTAL SENSIBLE WB DB VOLTS PHASES HTNG KW AHU MANUFAC. REF. UNIT LIQ. SUC. COND RICHARD C ORTE S 6. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. ,/ NEW CLOSET EX. AHU #1 7. THERMOSTATS SHALL BE COMBINATION COOLING / HEATING WITH SYSTEM /J� � 7.7 /J v AR# 0014236 COOL / AUTO / HEAT / OFF AND FAN ON / AUTO SELECTOR SWITCHES. V v v 8. REFRIGERANT PIPING SHALL BE COPPER TYPE "L'" WITH 112" ARMAFLEX. 7700 SW 115 3 INSULATION SHALL BE PROVIDED FOR SUCTION LINES. 9. PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE CONDENSING UNIT PH: 305 233-0858 FILTERS MUST ALSO BE REPLACED PRIOR TO FINAL ACCEPTANCE BY OWNER. 10. GENERAL CONTRACTOR IS TO HIRE AN INDEPENDENT TEST AND BALANCE ) TEMP. ENT. ELECTRICAL DATA COMPANY WHICH SHALL PROVIDE 3 SET E THE REPORT SIGN AND SEALED DESIGNATION MB1UH MANUFAC. REF. UNIT OBS OR SEER AREA SERVED 0 233-4 58 CO THE PROFESSIONAL ENGINEER FROM THE COMPANY PRIOR OF ACCEPTANCE PROJECT SCOPE. � CONDENSER VOLTS PHASES IRE AMP FUSES rCOrtespa©aO1.COm EX. CU #1 --- --- --- --- --- --- --- --- --- ENTIRE HOUSE OF WORK. REMOVE EXISTING ILLEGAL NON-PERMITTED DEN 11. MECHANICAL CONTRACTOR ITS TO PROVIDE TURNING VANE AT ALL CHANGE OF DIRECTIONS OR TO PROVIDE TURNING RADIO, ALL OUTLETS SHALL HAVE EXTRACTORS OR SCUPPERS. AND SHALL BE & REWORK AS PER PLANS FROM LEGAL NEW BEDROOM GARAGE TO NEW PROPOSED BEDROOM & BATH, INSTALLED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. HVAC DESIGN REQUIRE: YES NO DUCT SMOKE DETECTOR X FIRE DAMPERS) X SMOKE DAMPERS X W n FIRE RATE ENCLOSURE X EF-1 ROOF STRUCTURE PROVIDE W/P CAP LOW PROFILE B.D.D. I Cx 12-I vv SEE ARCHITECTURAL AT TOP, FOR DRYER. NO SCREEN, FOR FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X SMOKE SHALL 5/1/60 NUTONE MODEL 696N 160 BATHROOM PROVIDE INSECT SCREEN CFM STOPPING X / \ / SMOKE CONTROL X 50 CFM, 2.5 SONES, 0.75 F.L.A PROGRAMABLE THERMOSTAT X Q o RAG 4-16D NAILS LAV. THRU PLYWOOD EF-I 2, 0 6" CLEAR FROM NEW FINISH ROOF TUB BATHROOty DUCT FROM UNIT (SEE ISTING PLAN FOR SIZE & TYPE) WASH �, 12)12 EXI ING 27:2 EXISTING TYPICAL ROOF CAP DETAIL UN -ell @ DRYER AND OR TOILET EXH. 7 71 N.T.S. 0 O O g EXISTING RANGE A OVEN EXISTING ❑ WITH R IRC. EXH. CLOSET ' o r� 3/4" DEEP x 1/8" POWERED ING F�1 ACTUATED PINS LEGEND D DINING I ROOM B XIHROOM EXISTING 24X24 CD (SEE SCHEDULE) DUCT TO ED BEDROOM z MATCH NECK SIZE TYP. 1-1/2" WIDE x 26 GA RIGID DUCT UP TO CEILING GRILLE SEE SIZE SCHEDULE DUCT 7 zi STRAP 29 WITH a TO MATCH NECK SIZE TYP. ® 48'" 0/C OR 16" DEEP RETURN AIR GRILL EX. E� REFRIG OTHERMOSTAT AIR FLOW DIRECTION (ARROWS DENOTE) CID 1 WAY, 2 WAY, ETC., SEE PLANS FLEX DUCT UP TO 29 RETURN OR EXHAUST, SEE PLANS. "WITH ORIG" DEEP 4, EXHAUST FAN L - J 3" WIDE x 26 GA O.A.I. OUTSIDE AIR INTAKE S.R. SIDE REGISTER G.M. STRIP AT SUPPORT U.O.N. UNLESS OTHERWISE NOTED. C.D. CEILING DIFFUSER rrTte,, AHU AIR HANDLER UNIT C.G. CEILING GRILL DUCT HANG DETAIL CU CONDENSING UNIT EF. EXHAUST FAN O CFM CUBIC FEET PER MINUTE L.D. LINEAL DIFFUSER EXISTING EXISTING N.T.S. EXISTING LIVING ROOM BEDROOM FAMILY ROOM EXISTING BATHROOM LENGTH AS REQ. BY SHEET NAME: 6" N. GRILL SIZE M, MECHANICAL PLAN 4"0 EXHAUST DUCT SYM REVISION-RECORD 10/z4/1z H GHT X 2" / 1 �STEEL HANGER WIRE N o GRILL SIZE NEW MECHANICAL PLAN SEE PLAN TYPICAL CEILING CABINET EXHAUST 1 " MIN. FAN WITH BACK DRAFT DAMPER, LOW FL X' NOISE LEVEL AND NO VIBRATION SCALE: 1�4'" = 1'-0" 1" MIN NOTE: FRONT FACE GRILLE THE MECHANICAL CONTRACTOR IS TO VERIFY AND PROVIDE ALL MECHANICAL REQUIREMENTS TO INCLUDE DATE: WITH FASTENING SCREENS 09-05-12 BUT NOT LIMITED TO ALL DUCTS AND GRILLS SIZES AS PER EACH MACHINES INDNIDUAL NAME PLATE EXHAUST FAN HANGING BRACKET (ADJUSTABLE) SHALLRBEERESPONSIBLE RFOR OBTAINING I MANUAL EQUIPMENTS SPECIFICATIONS, SS MECHANICAL CONTRACTOR LS AND TRAP AS PER SMACNA 2.12 PROVIDE DRAWN BY: SHALL ALSO COORDINATE AND INSURE THAT ALL EQUIPMENT WILL BE PROVIDED IN PROPER WORKING ORDER, P'M'P' ALUMINUM TAPE COVERING STRAP & NOTIFY THE ARCHITECT IN JOINT (NOT SHOWN FOR CLARITY) CEILING MOUNTED CABINET PRIOR TO ANY CONSTRUCTION.E Of ANY DISCREPANCIES BETWEEN THE PLANS AND EACH MACHINE REQUIREMENTS SCALE DISCHARGE BOX DETAIL EXHAUST FAN DETAIL THE CONTRACTOR IS TO COORDINATE AND RECEIVE ALL EQUIPMENT SPECS FROM THE OWNER, AS SHOWN PROJECT (SMACNA 2.16) N.T S. N.T.S. M NORTH SHEET No. I i AREA OF WORK GENERAL ELECTRICAL NOTES EXISTING ELECT. PANEL 'A' 1, DO NOT SCALE ELECTRICAL DRAWINGS. NEW TANKLESS P.Al 2, COORDINATE ALL LIGHT SWITCHES AND TELEPHONE JACK LOCATIONS AND QUANTITIES W.H. TITAN-SRC3 EXISTING O.H. ELECT METER WITH THE OWNER. MODEL-N-160 AND DISC. TO REMAIN CIRCUITS USE KW BRKR WIRE 3. MINIMUM WIRE SIZE SHALL BE #12 A.W.G., EXCLUDING CONTROL WIRING. UNLESS A-1 & 2 AHU #1 10.0 KW 40-2P 8 OTHERWISE NOTED ALL CONDUCTORS SHALL BE COOPER WITH THHN OR THWN TANKLESS INSULATION. W.H. A-3 & 4 COND. #1 (5.0 KW) 50-2P 6 4. OUTLET BOXES SHALL BE PRESSED STEEL OR PLASTIC, IN DRY LOCATIONS. CAST DISCONECT. -- _ - _- NEW CLOSET -_-_ - ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES w > A-5 & 6 RANGE & OVEN 12.0 KW 50-2P 3#6 FOR OTHER CLASSIFIED AREAS. A-33/34 z o q-7 REFRIG. 1.5 KW 20-1P 12 5. DISCONNECT SWITCHES SHALL BE H,P. RATED, HEAVY DUTY, QUICK-MADE, o L�j - 8 QUICK-BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. ���`--� w q_g & g DRYER 5.0 KW 40-2P 3# 6. ALL TELEPHONE LINE LOCATION AND QUANTITIES SHALL BE VERIFIED WITH THE OWNER. A-37 A-10 WASHER 1.5 KW 20-1P 12 7. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF AF A-38 A-37� CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS AF W. A-11 DISHWASHER 1,5 KW 20-1P 12 RICHARD P X c� A-12 SMALL APPL. 3.0 KW 20-1P 12 FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY RICHAR D CORTES Z FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER, AF GEN PURR 8. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED A-35 ARCHITECT � w A-13 THRU 26 1525 X.003 = 4.6 KW 15-1P 14 BY THE LATEST EDITION OF THE N.E.C. AR# 0014236 A-27 & 32 SPACES --- --- --- 9, ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE '7700 SW 115 ST 2 APPLICABLE. A-33 & 34 TANKLESS WH 141.8 KW_ 60-2P 10. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICAL CONTRACTOR IN A FIRST NEW BEDROOM PINECREST, FL. 33156 o A-35 EXT. GFI OUTLET O-1P"l2 CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. z 11. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE PH: 305 233-0858 o w A-36 BATHRM. GFI OUTLET 0.4 KW 20-1P 12 WITH THE PROCESS OF CONSTRUCTION. PROJECT SCOPE: FAX: 305 233-4858 o a A-37 GEN PURP, AF 3 a 12. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM A-37 A-38 rcortespa®aol.COm ° N A-38 298 X.003 = 0.89 KW 15-11D 14 DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF REMOVE EXISTING ILLEGAL NON-PERMITTED EN ACCEPTANCE & REWORK AS PER PLANS FROM LEGAL . A-39 & 40 SPARES --- --- --- z 13. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AF GARAGE TO NEW PROPOSED BEDROOM & BATH. Al AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. A-38 AFB ��������������,��,�-J A TOTAL KW = 42.59 KW / 14. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC A-37 �AF AF SD A-37 ��✓'' LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 8 NEC LOAD CALCULATIONS SECTION 220-30 1 15. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTING. A-3 Q F 3 =� 16. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER Q, A r:vi A/C AT 100% = 10.0 KW ,� AND TELEPHONE COMPANIES. A-38 IST 10 KW AT 100% = 10.0 KW ^��--.� FA � AF W REMAINDER AT 32.59 X 40% = 13.0 KW 33.0 X 1000 17. PROVIDE GROUNDS Fold ALL CIRCUITS. A-38 = 137.5 AMPS 18. ALL RACEWAYS UNDERGROUND SHALL BE A MINIMUM OF 3/4" CONDUIT, TOTAL = 33.0 KW 240 2 BATH OOM 19, ALL CIRCUIT BREAKERS, TWO AND THREE POLE, TO BE COMMON TRIP. NO TIE 3 NOTE: HANDLES, OR TANDEMS WILL BE ACCEPTED. AF = ARC FAULT CIRCUIT INTERUPTER TO BE PROVIDED WITH SEPERATE NEUTRALS. 20, PANELBOARDS SHALL BE PROVIDED WITH COPPER BUS AND GROUNDING BARS. A-3$ THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ENGINEER OF ANY DISCREPANCIES (STING AF SD C�i� 21 ON DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE OF ANY CHANGES DUE TO WASH zw FAILURE OF NOTIFYING DISCREPANCIES. EXI LNG z w EXISTING ff=22. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT ELECTRICAL REQUIREMENTS WITH ER N� LAUND 3 #3/0 THWN CU 3 #310 THWN CU MANUFACTURER WITH CONNECTIONS, NYEDISCREPANC ES SIZES REQUIREMENTS. AND J6 CU. GROUND w° 8" IN 2" COND. IN 2 COND, 23, ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL SERVICE AND CONDITIONS, TO INCLUDE EXISTING POWER PHASE, VOLTAGE AND CAPACITY AND Q NOTIFY THE ARCHITECT IN CASE OF DISCREPANCIES PRIOR TO CONSTRUCTION. 24• ALL SMOKE DETECTORS MUST BE COMBINATION SMOKE / CARBON MONOXIDE ALARM DETECTORS THEY MIDST BE (120V) HARD WIRED, INTERCONNECTED WITH A EXISTING 0 BATTERY BACKUP AND AT (LEAST 4 INCHES AWAY FROM THE NEAREST RANGE A OVEN EXISTING 200 AMP SIDEWALL TO THE EDGE OF THE DETECTOR. DERECTORS CAN BE NO WITH R IRC, EXH, O CLOSET cc CLOSER THAN 3 FEET TO THE DOOR OF ANY BATHROOM OR KITCHEN, AND �a EXISTING EXI NG DISC. NO CLOSER THAN 3 FEET TO A FAN AND OR AIR CONDITIONING DUCT EXISTING EXISTING OUTLET. IF DETRECTORS ARtE NOT MOUNTED ON A SIDEWALL, THEY MUST DINING ROOM B HROOM METER BE LOCATED BETWEEN 4 A1ND 12 INCHES FROM THE CEIUNG TO THE TOP EXISTING EXISTING EXISTING 40 CIRC. EDGE OF THE DETECTORS, ALL DETECTORS SHALL BE LISTED OR LABELED KITCHEN o BEDROOM CIRC. BRKR PNL BY A NATIONALLY RECOGNIYED TESTING LABORATORY. #4 CU GND (AS PER NFPA 72 11.8.2.2 SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE IN 3/4" COND. INTERCONNECTED IN NUMBERS THAT EXCEED THE MNFGRS RECOMENDATIONS. IN NO GRADE CASE SHALL MORE THAN 18 INITIATING DEVICES BE INTERCONNECTED, OF WHICH 12 -- CAN BE SMOKE ALARMS, WHERE THE INTERCONNECTING MEANS IS NOT SUPERVISED) - AF AF 7 D/CM S D ® A-I 37 5/8" 10 FT. CONNECT TO CONNECT TO 25 A.H.U. To HAVE FACTORY DISCONNECTS REFRIG A-38 CU CLAD GROUND FOUNDATION STEEL COPPER WATER LINE WATER HEATER TO HAWE DISCONNECT AND DIRECT WIRED A-37 RODS = 26. ALL CEILING FANS TO BE ON RHEOSTAT COORDINATE ANY OTHER rt RHEOSTAT LOCATIONS WITH THE OWNER. A-38 v 1 EXISTING RISER DIAGRAM 27, ALL EXTERIOR LIGHTS TO BE WHITE LIGHT AND GLARE SHALL NOT SD SMOKE & CARBON 2 k� SPILL OVER TO ADJACENT PROPERTIES. MONOXIDE DETECTOR NTS AF COMBO 28, COORDINATE ALL TELEPHONE, ALARM SYSTEM, INTERCOME , CEILING FANS AND LIGHT .iJ • SWITCHES LOCATIONS AND QUANTITIES WITH THE OWNER. 29, CLOTHES DRYER TRANSITION DUCT TO THE APPLIANCE TO BE A LISTED LABLED. ALL r� CLOTHES DRYER EXHAUST DUCTS SHALL BE A MINIMUM of 4" ROUND AND 26 GA. O v 1 METAL PIPE. DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR SURFACE, AND NOT EXISTING EXISTING EXCEED THE MAXIMUM ALLOWABLE LENGTH AS PER CODE. EXISTING BEDROOM 30, CLOTHES DRYER TRANSITION DUCTS USED TO CONNECT THE APPLIANCE TO THE FAMILY ROOM LIVING ROOM EXHAUST DUCT SYSTEM SHALL BE LIMITED TO LENGTHS NOT TO EXCEED 8 FEET FOR EXISTING PROVIDE WlP CAP LOW PROFILE ELECTRICAL APPLIANCES OR 6 FEET FOR GAS APPLIANCES AND SHALL BE LISTED OR BATHROOM B.D.D. PROVIDE INSECT SCREEN. LABLED FOR THE APPLICATION. ROOF CAP SHOULD HAVE BACK-DRAFT DAMPER. 31. EXHAUST DUCTS FOR DOMESTIC CLOTHES DRYERS SHALL BE A MIN OF 4" ROUND AND 26 GAGE METAL PIPE. AND SHALL HAVE A SMOOTH INTERIOR FINISH AND THE MAXIMUM DEVELOPMENT LENGHT SHALL NOT EXCEED 25 FEET, 32. AS PER F.B.C. 2007 ALL MTL FRAME PARTITION SECTIONS ARE TO BE GROUNDED 8" CLEAR FROM WITH J6 CU. GROUND WIRE IN 3/4" COND. CONNECTED TO A MTL ELECTRICAL 4-16d NAILS Q� OUTLET BOX, FINISHED ROOF THRU-PLYWOOD 33. GENERAL CONTRACTOR AND THE ELECTRICAL SUB CONTRACTOR SHALL COORDINATE AND RELOCATE THE ACTUAL LOCATION OF THE ELECTRICAL METER WITH F.P.L. IN RELASHIONSHIP WITH THE EXISTING LOCATIONS OF THE ELECT. POLES OR 4" DUCT FROM UNIT TRANSFORMERS, THE ELECTRICAL METER LOCATION ON THE DRAWINGS SHALL BE THERMO FLEX '- RELOCATED ACCORUNLIY. NOTIFY THE ARCHITECT IN CASE OF ANY DISCREPANCIES OR SECURE EXHAUST CHASE CONFLICTS, PRIOR TO ANY CONSTRUCTION. SHEET NAME: TO ROOF STRUCTURE WITH 34, VERIFY TO INSTALL ALL SMOKE ALARMS AT A DISTANCE GREATER THAN 3 FT FROM 1" WIDE GALV. V. STRAP. ANY CEILING FANS. 35, ALL CLOSET LITES TO HAVE ENCLOSED LAMPS N L�C T R I C AL � EXHAUST FAN 36. AS PER N.E.C. 408.4 ALL CIRCUITS AND CIRCUIT MODIFICATIONS SHALL BE LEGIBLY NEW ELECTRICAL PLAN ]PLAN WITH BACK DRAFT IDENTIFIED AS TO PURPOSE OR USE ON THE CIRCUIT DIRECTORY LOCATED ON THE " " DAMPER FACE OF THE INSIDE OF THE PANEL DOOR IN CASE OF A PANELBOARD, AND AT SCALE: 1/4 = 1 -0 EACH SWITCH ON THE SWITCHBOARD. REVISION-RECORD A.F.C.I. COMBINATION TYPE BREAKERS ARE REQUIRED FOR ALL BEDROOMS, FAMILY EXISTING ITEMS TO REMAIN 09/21/12 1 CEILING 37' ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, NEW ITEMS AND PARTITIONS 10/24/12 RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM CIRCUITS, INCLUDING Q ALL RECEPTACLES, LIGHTS, FANS, AND SMOKE DETECTORS. "PROVIDE COMBINATION (BATHROOM EXHAUST FAN) TYPE CIRCUITS" AS PER N.E.C. 210.128 2008 EDITION, 38, PROVIDE TAMPER RESISTANT RECEPTACLES FOR ALL 15 AND 20 AMP RECEPTACLES NOTE: N.T.S. THE ELECTRICAL CONTRACTOR IS TO VERIFY AND PROVIDE ALL ELECTRICAL REQUIREMENTS TO INCLUDE 39. ALL WORK IS TO BE DOME IN STRICT COMPLIANCE WITH THE FLORIDA BUT NOT LIMITED TO ALL FUSE AND WIRE SIZES AS PER EACH MACHINES AND LIGHTS INDIVIDUAL NAME PLATE EXHAUST FAN SCHEDULE BLDG. CODE 2010 EDITION, N.EC. 2008 EDITION, N.F.P.A. 72 2001 REQUIREMENTS , MANFGRS INSTALATION MANUAL AND SPECIFICATIONS. THE ELECTRICAL CONTRACTOR FEBC 2010 AND ANY OTHER LOCAL GOVERNING AUTHORITIES. SHALL BE RESPONSIBLE FOR OBTAINING ALL EQUIPMENTS SPEC SHEETS AND INSTALLATION MANUALS AND DATE: BATHROOM EXHAUST FAN SHALL ALSO COORDINATE AND INSURE THAT ALL EQUIPMENT WILL BE PROVIDED IN PROPER WORKING ORDER. 09-05- 12 TWIN BLOWER VENTILATOR TO BE MODEL QT50 NOTIFY THE ARCHITECT IN CASE OF ANY DISCREPANCIES BETWEEN THE PLANS AND EACH MACHINE REQUIREMENTS 94 L PRIOR TO ANY CONSTRUCTION. DRAWN BY: BY NUTONE 100 CFM S ( / ) BATHROOM EXHAUST CALL. THE CONTRACTOR IS TO COORDINATE AND RECEIVE ALL EQUIPMENT SPECS FROM THE OWNER, P.M.P. 4" DUCT OUT THRU ROOF 325 VOLUME ALL SMOKE DETECTORS MUST BE COMBINATION SMOKE / CARBON MONOXIDE (ROOF CAP TO HAVE BACK-DRAFT DAMPER = 6.5 < 7.5 REQ. SCALE: ALARM DETECTORS THEY MUST BE (120V) HARD WIRED, INTERCONNECTED WITH AND TO EXTEND 6° MIN. ABOVE FINISHED ROOF) 5O CFM (FAN) A BATTERY BACKUP AND AT LEAST 4 INCHES AWAY FROM THE NEAREST AS SHOWN SIDEWALL TO THE EDGE OF THE DETECTOR, DERECTORS CAN BE NO CLOSER THAN 3 FEET TO THE DOOR OF ANY BATHROOM OR KITCHEN, AND PROJECT N SD NO CLOSER THAN 3 FEET TO A FAN AND OR AIR CONDITIONING DUCT OUTLET. IF DETRECTORS ARE NOT MOUNTED ON A SIDEWALL, THEY MUST BE LOCATED BETWEEN 4 AND 12 INCHES FROM THE CEILING TO THE TOP EDGE OF THE DETECTORS. ALL DETECTORS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY, (AS PER NFPA 72 111.8.2.2 SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INTERCONNECTED IN (NUMBERS THAT EXCEED THE MNFGRS RECOMENDATIONS. IN NO CASE SHALL MORE THAN 18 INITIATING DEVICES BE INTERCONNECTED, OF WHICH 12 CAN BE SMOKE ALARMS, WHERE THE INTERCONNECTING MEANS IS NOT SUPERVISED) NORTH SHEET No. I i AREA OF WORK C NEW�TANKLESS � � P•n� TABLE P2903.2A W,H. TITAN-SRC3 EXISTING O.H. ELECT METER MAXIMUM FLOW RATES AND CONSUMPTION FOR MODEL-N-160 AND DISC, TO REMAIN 0 PLUMBING FIXTURES, FIXTURE AND APPLIANCES 2 1��� GENERAL PLUMBING NG NOTES PLUMBING FIXTURE OR PLUMBING FIXTURE OR FIXTURE FITTING --_� FIXTURE FITTING MAXIMUM FLOW RATE (B) NEW CLOSET PROJECT SCOPE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE THE FLORIDA BUILDING CODE AN ALL __ _ - - - ------ - -- LAVATORY FAUCET 1.5 GPM AT 60 PSI OTHER LOCAL CODES AND ORDINANCES IN A FIRST CLASS MANNER. - - 2. THESE DRAWINGS ARE DIAGRAMATIC, THEY ARE NOT INTENDED TO SHOW A COMPLETE 0 REMOVE EXISTING ILLEGAL NON-PERMITTED DEN SHOWER HEAD (A) 1.5 GPM AT 80 PSI WORKING SYSTEM. ITEMS REASONABLY INFERED AS NECESSARY TO PROVIDE A & REWORK AS PER PLANS FROM LEGAL SINK FAUCET 1.5 GPM AT 60 PSI COMPLETE AND FUNCTIONAL SYSTEM SHALL BE PROVIDED WHETHER SPECIFICALLY GARAGE TO NEW PROPOSED BEDROOM & BATH. SHOWN OR NOT. ANY DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE ATTENTION OF THE ARCHITECT BEFORE THE BID. / 2 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR DISHWASHER (RESIDENTIAL) 6.5 GALLONS PER CYCLE OR LESS (ENERGY STAR/WATER SENCE THE COMPLETION OF THE WORK, CERTIFIED) (C) 4. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABELS WHERE APPLICABLE. ARCHITECT WASHING MACHINE WATER FACTOR OF 8 OR LOWER (ENERGY STAR/WATER SENSE 5, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NEW WORK AS INDICATED ON THE AR# 0014236 CERTIFIED G PLANS. IF PROBLEMS OR OMISSIONS ARE ENCOUNTERED IN FOLLOWING THE O DRAWINGS, THE CONTRACTOR SMALL NOTIFY THE ARCHITECT AS SOON AS POSSIBLE FOR SI. AND STOP ALL WORK ON THAT POIRTION OF THE WORK UNTILL NEW DIRECTIONS ARE 7'700 SW 115 ST GNEN, �, NEW BEDROOM PINECREST, FL. 33156 1 GALLON=3.785L 6. THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL 1 GALLON PER MINUTE=3.785L/M CONDITIONS. ALL EXISTING MECHANICAL EQUIPMENT (WHETHER INDICATED ON THE 1 POUND PER SQUARE INCH=6.895KPA DRAWINGS OR NOT) ARE TO BE VERIFIED AS EXISTING AND IN GOOD WORKING ORDER, %a"� CW. PH : 305 233-0858 (A) A HANDHELD SHOWER SPRAY IS A SHOWERHEAD IF THEY ARE To BE USED , / & H.w. J FAX: 305 233-4858 (B) CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED STANDARDS 7, ALL COPPER PIPES To BE ISOLATED FROM DISSIMILAR METAL HANGERS. �. rcortespa®aol.com (C) WATER FACTOR IN GALLONS PER CYCLE PER CUBIC FOOT 8. IF APPLICABLE, ALL PENETRATIONS THRU RATED WALLS OR FLOORS SHALL BE PROTECTED WITH EQUALLY FIRE RATED FOAM, CAULK OR PUTTY. NOTE: ALL REFERENCED FIXTURES SHALL 9. THE CONTRACTOR IS TO FAMILIARIZED HIMSELF FULLY WITH ALL OF THE EXISTING BE PROVIDED ACCORDNLY TO THE CONDITIONS INCLUDING DETERMIINATION OF ALL EXISTING PIPING SYSTEMS. INCLUDING STANDARDS AS PER F.B.C. 2007 BUT NOT LIMITED TO SANITARY, DOMESTIC WATER AND STORM DRAINAGE. %Z"O CW, �/"0 CW. PLB 406-421 10. PROVIDE DIELECTRIC FITTINGS BETWEEN ALL DISSIMILAR PIPING CONNECTIONS. & H.W,1 �& H.W. 11. ALL FIXTURES ARE TO BE SUPPLIED WITH APPROVED WATER HAMMER ARRESTORS. - INSTANT HWH. IN COMPLIANCE W/S.F.B,C CHATER 46-N-8. 12, ALL DOMESTIC WATER SUPPLY .HALL BE TYPE "L" COPPER. SHALL BE "TITAN-SCR3" ELECTRONIC TANKLESS W/H w 13. ALL HOT WATER PIPING SHALL BE INSULATED WITH 1" ARMAFLEX OR APPROVED W. LAV, MODEL: N-160, 16 KW, 24OV, 66 AMPS. !� WATER SUPPLY FIXTURE UNIT COUNT EQUAL. AS PER TABLE P2903.6 F.B.C. (RESIDENTIAL) �_� 14. ALL FLOOR DRAINS ARE TO BE SUPPLIED WITH 1/2 TRAP PRIMES. EXISTING TO BE SREMOVED ' J BA HROOM (3) FULL BATH GROUP 3.6 X 3 = 10.80 W.S.F.U. STUB � 3„ WATER HEATER DTL. (1) LAUNDRY GROUP = 2.5 W.S.F.U. 15, ALL BATHROOM OR TOILET ROOM FLOORS AND BASE SHALL BE OF NON SKID CER. TILES. N.T.S. 1 KITCHEN GROUP = 2.5 W.S.F.U. COORDINATE STYLE AND MNFGR WITH THE OWNER, 16. PROVIDE SHUT-OFF VALVES AT EACH FIXTURE WATER SUPPLY ISTING TIE TO EX TOTAL = 15.80 W.S.F.U. WASH �, (VERIFY OC.) 17. THE GENERAL CONTRACTOR AND THE PLUMBING SUB CONTRACTOR ARE TO BE ./� AS PER TABLE P2903.2b F.B.C. RESPONSIBLE TO FIELD VERIFY, TO PROVIDE THE REQUIRED SEPARATION BETWEEN THE WATER LINES AND THE SANITARY LINES. CONTACT THE ARCHITECT IN CASE OF NEW 3" SANITARY LINE KE LAUNDNG PROVIDE 3/4" DIAM. WATER PIPE AND ANY CONFLICTS, PRIOR TO CONSTRUCTION. PROVIDE 5/8" WATER METER TO BE CONNECTED TO THE 5<-o 8' 18. PROVIDE A MIN, PITCH OF 1/8" FOR 3" OR LARGER PIPES AND 1/4" PITCH FOR EXISTING 3 LINE AT EXISTING PIPES LESS THAN 3". WASHER, CONTRACTOR TO FIELD 19. PROVIDE CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. VERIFY OF AN EXISTING 3" LINE O AT EXISTING WASHER LOCATION O O 20. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. 21. DRAIN SYSTEM VENT TERMINALS SHALL NOT BE LOCATED DIRECTLY BENEATH ANY EXISTING „ DOORS, WINDOWS OR ANY OTHER VENTILATION OPENINGS OF THE BUILDING OR OTHER RANGE A OVEN EXISTING ( PROVIDE MODEL 653-B 3/4 HIP) WATER HAMMER ADJACENT BUILDINGS. NOR SHALL ANY SUCH VENTS TERMINAL BE WITHIN 10 FEET WITH R IRC, EXH. CLOSET ARRESTORS BY HYDRA RE STOR OR EQUAL TO BE HORRIZONTALLY OF ANY SUCH OPENINGS. O PROVIDED WHERE QUICK CLOSING VALVES ARE UTILIZED, 1❑ EXISTING EXI NG 22, A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING VALVES � DINING ROOM B HROOM / ARE UTILIZED,THE ARRESTOR SHALL BE LOCATED WITHIN AN EFFECTIVE RANGE OF THE EXISTING BEDROOM I �TIF �WW A NKLESS QUICK CLOSING VALVE. ACCESS SHALL BE PROVIDED TO THE WATER HAMMER 4 WATER HEATER ARRESTOR. KITCHEN AT NEW CLOSET ) 23. NO HOT WATER WITH A TEMPERATURE HIGHER THAN 140 DEGRES TO DISCHARCH INTO 7 0�0 //0/- // SANITARY SYSTEM. 1/2" �qrF�' TF� 3/4" C.W. 24. ALL FIXTURES USING HOT WATER TO LIMIT FLOW TO 0.5 GPM. r� 3/4" H.W. "J 25, THE TOTAL LENGTH OF HOT WATER PIPES FROM THE SOURCE OF THE HOT WATER C 1 fl �� SUPPLY TO THE NEAREST FIXTURE SHALL BE LESS THAN 100 FEET. REFRIG 26. THE HOT WATER SUPPLY LINE TO ANY FIXTYRE REQUIRING HOT WATER SHALL BE D 1/2' INSTALLED ON THE LEFT SIDE OF THE FIXTURE. r/�^ BATHTUB 27. ALL INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK V 1 INTO A WASTE RECEPTOR OR STANDPIPE, ALL WASTE RECEPTORS AND STANDPIPES 7 WC n 1/2 SHALL BE TRAPPED AND VENTED AND SHALL CONNECT TO THE BUILDING DRAINAGE SOV SYSTEM, ALL INDIRECT WASTE PIPING THAT IS GREATER THAN TWO FEET LONG 4 3 " SOV MEASURED HORIZONTALLY. OR 4 FEET IN TOTAL DEVELOPMENT LENGHT, SHALL BE • ° / 3/4 TRAPPED (F.B.C. 802.2) • LAV 28. ALL TOILETS ARE TO BE H.C. ACCESSIBLE AND THE ELONGATED TYPE, r� CONNECT TO EXISTING 29. EACH NEW OR REPLACED FIXTURE, SHALL HAVE SEPERATE VALVES.. CID COLD AND HOT WATER LINES AT ADJACENT LAUNDRY ROOM 30, NEW OR REPLACED SHOWER VALVES SHALL BE PRESSURE BALANCED TO MEET ASSE O EXISTING 1016 OR CSA 8125. EXISTING EXISTING LIVING ROOM BEDROOM r� WATER RISER 31. REPLACED TOILET FLANGE TO BE RAISED TO MATCH ANY NEW FINISHED FLOOR FAMILY ROOM HEIGHT. EXISTING 32. ALL FIXTURES ARE TO MEET THE MAX. FLOW RATES AS INDICATED ON TABLE BATHROOM N.T.S. P2903.2A (RES) OR 604.4 (BLDG.) ll 33. IN THE INSTALLATION OR REMOVAL OF ANY PART OF A DRAINAGE SYSTEM DEAD ENDS SHALL BE PROHIBITED. z J 3„ VTR L PLUMBING NOTE: ALL NEW PLUMBING TUB VALVE TO BE INSTALLED SHALL COMPLY WITH THE rT1 FBC RESID. SECT. P2713,3 BATHTUB AND WHIRLPOOL VALVES. THE HOT WATER SUPPLIED TO THE BATHTUB AND WHIRLPOOL SHALL BE UMITED TO A MAX. TEMPERATURE OF 120 DEGR. F. (49 DEGF. C) BY A WATER TEMPERATURE UMITING DEVICE THAT CONFORMS TO ASSE 1070, IEXCEPT WHEN SUCH PROTECTION IS SHEET NAME: OTHERWISE PROVIDED BY A COMBINATION TUB/SHOWER VALVE IN ACCORDANCE WITH SECTION. P2708.3 2„ (IN LINE THERMOSTATIC VALVES SHALL NOT BE UTILIZED FOR COMPLIANCE WITH THIS SECTION.) N PLUMBING G.O. (1 F.U.) NEW PLUMBING PLAN ]PLAN (2 F.U,) 2" �V PLUMBING NOTES: SCALE: 1/4" = l'-O" BATHTUB SYM REVISION-RECORD 3" 1. PROVIDE MODEL 653-B (3/4" HIP) WATER HAMMER EXISTING ITEMS TO REMAIN 10/24/12 3 ARRESTORS BY HYDRA RESTOR OR EQUAL TO BE W.C. PROVIDED WHERE QUICK CLOSING VALVES ARE UTILIZED, NEW ITEMS AND PARTITIONS 0 (3 F.U.) 2. PROVIDE SHUT-OFF VALVES AT EACH FIXTURE WATER SUPPLY 3" 3 AOSEVBC BS SHALL B PROVIDED WITH SHUT OFF VALVE NOTE: THE PLUMBING CONTRACTOR IS TO VERIFY AND PROVIDE ALL PLUMBING REQUIREMENTS TO INCLUDE 4. ALL SHOWER AND BATH AND SHOWER COMBINATION SHALL BE BUT NOT LIMITED TO ALL WATER AND PLUMBING SIZES AS PER EACH MACHINES INDIVIDUAL NAME PLATE PROTECTED WITH A CONTROL VALVE OF THE PRESSURE BALANCE, REQUIREMENTS , MANFGRS INSTALATION MANUAL AND SPECIFICATIONS. THE PLUMBING CONTRACTOR THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE SHALL BE RESPONSIBLE FOR OBTAINING ALL EQUIPMENTS SPEC SHEETS AND INSTALLATION MANUALS AND NEW 3 SANITARY LINE BALANCE / THERMOSTATIC TYPE. HANDLE POSITION STOPS LEGEND SHALL ALSO COORDINATE AND INSURE THAT ALL EQUIPMENT WILL BE PROVIDED IN PROPER WORKING ORDER, DATE: TO BE 'CONNECTED TO THE NOTIFY THE ARCHITECT IN CASE OF ANY DISCREPANCIES BETWEEN THE PLANS AND EACH MACHINE REQUIREMENTS 09-05-12 SHALL BE ADJUSTED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION TO A MAXIMUM EXISTING 3 LINE AT EXISTING _ PRIOR TO ANY CONSTRUCTION. MIXED WATER OUTLET TEMPERATURE OF 120 DEGREES FAHRENHEIT WASHER. CONTRACTOR TO FIELD ------ HOT WATER LINE THE CONTRACTOR IS TO COORDINATE AND RECEIVE ALL EQUIPMENT SPECS FROM THE OWNER. DRAWN BY: VERIFY OF AN EXISTING 3" LINE 5. ALL BATHROOM FLOORS AND BASE SMALL BE OF NON SKID CER. TILES. P.M.P. AT EXISTING WASHER LOCATION COORDINATE STYLE AND MNFGR WITH THE OWNER. V.T.R. VENTILATION THRU ROOF A.A.V. AIR ADMITTANCE VALVE SCALE: AS SHOWN PLUMBING RISER PROJECT N N.T.S. SLOPE AT 1/8" PER FOOT. TOTAL 6 NEW FIXTURE UNITS NORTH SHEET No. I 1 AREA OF WORK /0000 EXISTING O.H. ELECT METER AND DISC. TO REMAIN 10' EX. 15' ALL O GENERAL DEMOLITION NOTES � 12'MAX.'� o EXISTING SL GL. DOOR W.M. 75.00' 1, THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR HAULING 21. w TO BE REMOVED ° AND LEGALLY DISPOSING OF MATERIALS REMOVED IN DEMOLITION WORK. ' o q 2-1 ~ 1 -8 NEW ��A11 N 3 2. THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND EXAMINE X RICHARD CORTES 10' 10' '-4' THE PLANS AND IT WILL BE ASSUMED THAT THE CONTRACTOR HAS w3 INVESTIGATED AND IS FULLY INFORMED OF THE CONDITIONS AND CL('0 o ARCHITECT ° EXIST. NEW NEW DRIVEWAY EXTENSION TO BE MATERIALS TO BE ENCOUNTERED AS TO CHARACTER, QUALITY AND �� s AR # 0014236 "ol NEW 4" MIN. CONC SLAB W/10X10, QUANTITIES OF WORK TO BE PERFORMED AND MATERIALS TO BE cn 04 18'-0" W1.4 X W1.4 W.W.M. ON COMP. GROUND FURNISHED AND AS TO THE REQUIREMENTS OF THE PLANS. M NEW REMOVE PORTION m 0 N 7700 SW 115 ST 0 NEW CONCRETE 3. THE CONTRACTOR SHALL REMOVE ALL SPECIFIC ITEMS INDICATED ON OF EX. CMU WALL I II I o o PINEC RES'r, FL. 33156 E PARKING EXTENSION THESE DRAWINGS AND ALSO REMOVE ANY OTHER ITEMS OR CONSTRUCTION I I III �''of o BOTH SIDES AS REQUIRED TO ACCOMPLISH ALL NEW WORK TO AREAS SHOWN it PH: 305 233-0858 � � � EXISTING CONC. SLAB I IL z J '" LANDSCAPE- EXISTING CONC. WALK 4. ALL DIMENSIONS SHOWN ARE TO BE VERIFIED IN THE FIELD AND ANY i i TO REMAIN I I �°D M z FAX: 305 233-4858 TO BE REMOVED. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE I I z o rcortespa®aol.com o X ARCHITECT BEFORE PROCEEDING WITH THE WORK. I I �� I I ¢o A v NEW r-----------, 5. BUILDING CONTRACTOR TO CUT OUT AND REMOVE EXISTING GARAGE I I ���� ✓�� CONC. GARAGE _ PATIO r�i--i WALLS ENJD SLAB AS INDICATED. 2 TO BE CONVERTED TO 2 A BEDROOM TO BE CONVERTED TO A , , ---------_-� 6. THE AMOUNT OF DUST RESULTING FROM DEMOLITION SHALL BE NEW BEDROOM i i CONTROLLED TO PREVENT THE SPREAD OF DUST TO AVOID CREATION OF 10'-0" L_ J1 EXISTING SEPTIC TANK A NUISANCE IN THE SURROUNDING AREA. USE OF WATER WILL NOT BE 3" SAN. LINE AND DRAIN FIELD PERMITTED WHEN IT WILL RESULT IN, OR CREATE, HAZARDOUS OR EXISTING CONC. STEP EXISTING C O I CONTRACTOR TO FIELD VERIFY OBJECTIONABLE CONDITIONS SUCH AS FLOODING AND POLLUTION. NA i EXACT LOCATION TO REMAIN W 7. ALL EXISTING SURFACES SUCH AS WALLS, FLOORS, CEILINGS, BASES, ETC. ' °o THAT ARE AFFECTED BY THESE ALTERATIONS ARE TO HAVE NEW MATERIAL \ o t8" ` AND FINISH AS REQUIRED TO MATCH ALL ADJACENT EXISTING FINISHES 8. GENERAL CONTRACTOR SHALL DO ALL CUTTING AND PATCHING OF "¶ a EXISTING CONCRETE SLABS, PARTITIONS, ETC...AS MAY BE REQUIRED EXISTING RESIDENCE FOR ALL TRADES TO ACCOMPLISH ALL WORK REQUIRED BY THESE EXISTING SUSPENDED jj EXISTING DOOR TO REMAIN CONTRACT DOCUMENTS. CONTRACTOR SHALL DO ALL PATCHING AND W.H. TO BE REMOVED / II TO BE REMOVED PROVIDE NEW FINISHES TO MATCH EXISTING SO AS TO MAKE THE "PATCHED, AREA" INDISCERNIBLE FROM THE EXIST. ADJACENT AREA. A....9. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES INDICATED a TO REMAJN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE (STING DURING (DEMOLITION OPERATIONS. U.O.N. WASHE �,,� EXISTING DOOR TO BE REMOVED & REPLACED 10. PRIOR TO DEMOLITION, VERIFY THE SCOPE OF WORK W/THE Z w LUNDIRY \1 TENANT AND DISPOSITION OF ANY REMOVED ITEMS. E YER TING ���"�� 11. REMOVE ALL SPECIFIC ITEMS INDICATED ON THESE DRAWINGS AND 8" ALSO REMOVE ANY OTHER ITEMS OR CONSTRUCTION AS REQ'D. TO ACCOMPLISH ALL NEW WORK TO AREAS SHOWN. O 75.00' 12. PATCH CONC. SLAB TO MATCH EXISTING STRUCTURE, AFTER NEW PLUMBING FIXTURES HAS BEEN LOCATED. E2!: I 5' CONC. SIDE WALK 13. ALL REMOVED ITEMS IF ANY SHALL BECOME THE PROPERTY OF EXISTING THE CONTRACTOR WITH THE APPROVAL OF THE OWNER, AND 0 O � SHALL BE REMOVED FROM THE SITE. EXISTING /EXING 14. CONTRACITOR TO SHORE UP EXISTING ROOF TO REMAIN, PRIOR TO DINING ROOM 20' ASPHALT PAVEMENT � /;KITCHEN ISTING EXISTING REMOVING ANY BEARING WALLS OR PARTITIONS. BEDROOM NEW 3000 PSI CONC. REFRIG W1 6X6 W1.4XW1.4 W.W.M. cn EXISTING COMIC. SLAB ON 6 MILL W.P MEMBRANE zz /Z AND MESH Ti0 REMAIN AT NEW SLAB OPENINGS N.E. 96TH STREET • • �'i SITE PLAN SLAB CUT REMEDIAL DETAIL ( IF REQ D.) SCALE: 1/16" = 1'-0" N.T.S. LEGAL DESCRIPTION: FOR NON STRUCTURAL SLABS ONLY EXISTING O EXISTING LOT 19 AND WEST 1/2 OF LOT 20 BLOCK 19 FAMILY ROOM EXISTING LIVING ROOM BEDROOM 10 MIAMI SHORES SEC110N 1 AMMENDED PB 10 PG 70 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR EXISTING MIAMI DADE COUNTY FLORIDA OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE BATHROOM r7-��• V1 AS A PREVENAIVE TREATMENT TO NEW CONSTRUCTION. TO BE DONE PRIOR O SITE CALCULATIONS: TO ANY CONSTRUCTION. SITE: 8,625.00 S.F. A PERMANENT SIGN, WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TRATMENT CONTRACT RENUAL, SHALL EXISTING RESIDENCE 1,823.00 S.F. 21.13 % BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR lzi EXISTING WALKWAY 112.00 S.F. 1.29 % ELECTRICAL PANEL. EXISTING DRIVEWAY 340.00 S.F. 3.94 % NEW DRIVEWAY 290.00 S.F. 3.36 NEW CONC. PA110 180.00 S.F. 2.08 SHEET NAME: 41 LANDSCAPE 5,880.00 S.F. 68.17 % {t -� SITE PLAN & N �y: -_..._._... - ______ DEMO . PLAN PROJECT SCOPE: DEMOLITION PLAN SYM REVISION-RECORD #4 STEEL DOWELS REMOVE EXISTING ILLEGAL NON-PERMITTED DEN 9/, 1`/ 4 1 a AT 12" O.C. TO BE DRILLED & REWORK AS PER PLANS FROM LEGAL SCALE: 1/4" = 1'-0" MIN. WITHT�ILTENHIT HO Y150 ADHESIVE OR GARAGE 'TO NEW PROPOSED BEDROOM & BATH. �10 �► 1/ "POWER FAST EPDXY" 6., 2 EXISTING ITEMS TO RREEM40,%Lr�-. ;`v,'k >' ,t I 1 1/2 EXISTING ITEMS 1 BE'RE�I.1 It A ,Ta NEW 4" MIN.--/ EXISTING 4" CONC. SLAB � -c� DATE: CONC. sLA6 WITH tozlo A 09-05-12 W1.4 X 1.4 W.W.F. ON TO REMAIN . COMP GROUND D,fia�'�i Shores Village .-----, P.M.P. A.PF'P��JED R' DATE SCALE: ?ONING DEPT As SHOWN SLAB CONNECT. DETAIL "All REQ D. PROJECT N BLDG N.T.S. AT CONIC. DRIVEWAY EXPANSION ` � _� L�'"�T �� ; ` �'II\ ADE�At SUBJECT C STATE AND 7,��J!_AT��NS NORTH SHEET No. I l AREA OF WORK CLE ./ 12'-7"+— 14'-0" ,_ Z2 EXISTING FIELD VERIFY A 5 EXISTING SC. TO REMAIN ME T R �a . ?;