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HomeMy WebLinkAboutRevisions; Floor 2 Rear Slider Change to 135 Angle SliderOFFICE USE ONLY: f. DATE FILED: 1 I. PERMIT REVISION BEE: RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVm Aft FORT PIERCE, FL 34 (772) 462.155 APPLICATION FOR BUILDING I PROJECT INFORMATIO LOCATION/SITE ADDRESS: AMRdO� W�T X` SlJ /,Y � W A"/t�1 DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C/2G49 j 3 S" 3 �j ST. LUCIE CO C RT. #: G BUSINESS NAME: p T Z 0 UC° b /1/ �ES/f QUALIFIERS NAME: O U ADDRESS: S Z !.✓L(-/Sr CITY: T C E STATE: L L ZIP: PHONE (DAYTIME): 2 ZGr 73/y FAX: OVVNER/BUELLD,/�ER INFtORMATION: NAME: /f /� O TF 1 ADDRESS: 2 W O 6' CITY: FT ngug STATE: iFL ZIP: 3t PHONE (DAYTIME: - 72 2GcD. � 1 I FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: 5LCCC: 9123109 Rev&M 06130117 FILE COPY 1 /28/21 PERMIT 2012-0216 ALL PAGES REFLECT ONLY ONE CHANGE: FLOOR 2 REAR SLIDING DOOR CHANGES TO A 135 DEGREE SLIDING DOOR. Mario Arbucci Coastal Construction and Design, Inc. N m K J H D G-1 W, e 1/4 "= i ' —0" G E Da C B 2 4 5 3 D ■ 42" NAND RAIL 0 DIN RM REJECT A 4" Sf 4ERE TYR 10'-8" CLG. -r i I I� ;o I� I — 'cn COVERED i— A!_CONl' B201-8 ---------------- n ■ SECOND LEVEL Q'_Ol" I II ------- ---- ------ 6 7 8 5'-8" W-411 G G O — � 000a oe T 31 KI 61_9x KITCHEN I I I e I I 6 10' 8" CLG. i LAUN V-211 0o I I L - — --- - — ---- -- --- �---- i I — I 211 b'-10" I I � I II 1• RAIL TO - - - • m7i �����y����� 0 LAUNDRY CHUTE / SIZE, LOCATION / VERIFY W/ OWNER ARCH BED RM4 10'-0" CLG. BATH 4 42" LOWER WALL J I I 0" i 4'-2" * 4'-4" L 3-8" 2' I 2 IS ® 3 1I ------------------------FIiII IE 1 T3 + + 1 2 2 6' 2880 -------- � ®r- (2) O O 13'.gx O 22'-2 12" l' If 12" 5' l IY II NOTE FILLED CELL COLUMN MAX. 32" SPACING 1 22' 112" LA NDRY CHUTE Q OO _ EGRESS O VERIFY LOCATION VERIFY 11 12 1j Q �.I 961 4411 H. 8x8 COLUMN TYR ® 2 42" HAND RAIL TO REJECT 4"SPHERE TYR ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ A - - - --------- ------- ---_- C I 42" HAND RAIL TO 2480 2b8m ■ o (REJECT A 4" SPHERE TYR ■ 0 UJIC, m 24W I � ■ AB TH 2 = IUIC. 44" H. 8x8 tYP. ® 2 i _8 M. BEDRM COVERED © ECs SS g'-4" —dLG BED RM 2 r BAD RM 3 BALCONY W/ 1211 TRAY �, I a = ' — 8" � �1_0a Sr_3x III_pl, 0 5i_0u _ n 131_0x I e o e b� W) 7�1 ■ C = I HB I M 2880 2880 ■ _ H6 tO N ■ ■ ■ ■ ■ ■ � M 4" V al_�n x li'-2n II T I V'2 4-81 Y L " .88 II (BATH II III 111 31_0n L 11 30w Pr � I —I — 3 F O- i ■ --- `* 42" HAND RAIL TO A 4" I / \ I 0 3'-2' 3'-4" REJECT SPHERE 1Y10. — — — — 42" HAND IL Tq ■ ii !I I i I I I I I ZQ ■ I I I I 15141 II 9" 101_3 13' 0 I - 131_6" n a M. BATH sbsm U11C. r LOFT O O D (2) o 0 I I I I I 42" HAND R 41L TO ' O I REJECT A a I I SPHERE TY1 El T ■ I ■ D A - 1 THIRD LLVEL 1/4 '"=1$-0" 1 2 3 V.011 FILLED CELL COLUMN MAX. 32" SPACING 11 1 12 14 15 16 WALE TYPES Z 1 Z 0 �� n r It) toe 9 Q Lu ONE LAYER OF 1/2' GYPSUM BOARD ON BOTH §� N SIDES OF 3 5/8 / OR 6" METAL STUDS ® 16" O.C. 0 omO OR 2 x 4 STUDS ® 16" O.C. AT BEARING WALLS. 4 a 0iZ ZZ$ ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON 0 No a \W BOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. N/ j U U m R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) {' 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE NO GYP_ BD 0 INSIDF OF CHIMNEY �v ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL FRAMING 0 16" O.C. W/ R-11 INSULATION ON a c INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" % 4 CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION a 8 ,w 5/8' STUCCO ON 8' CONCRETE BLOCK. J GYP. BOARD PARTITIONS WITH NO TYPEINDICATED ON PLAN ARE UNDERSTOOD TO BE IV' MISC. NOTES: �o in ro 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. �" 0 m a 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED N : a K 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN11 U 60" ABOVE FLOOR OF TUB OR SHOWR E i 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS N� E,. ALL FIX GLASS SHALL BE '/4 " THIGG (UN.O.) " w W 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK s Z WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. " 7. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING W 2 o THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE x M SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED y Z a j MATERIAL AND SHALL HAVE NO OPENINGS w x INTO THE GARAGE a r < 0 -- x V1 uj m7 z of WINDOW NOTE M o EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.1 SQFT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MOR3THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE Q FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS z AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF Q CONFLICT EXISTS. Jcl—$ LL=. TiF - _ c):---� -_ 314 I 1� 14 REVISIOTq ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C111. MP IqN E REVIEWED BY DATE PLANS AND PERMIT MUST Sr KEPT SJTE.OR NO INSPON JGB ECTION(S) WILL BE MADE REVrSIpN GENERAL NOTES 15 1 16 o sI C) so] iisf Li Ec`o if I ,Q 9 IEo I -4 F1 o U3 F --; _ 000 c z Z�O h N O � 3 co I Q :r D C Cadd File NO t: DATE I ® 1 B Sheet No: 7!),�( A 4 5 6 7 8 9 10 NEOPRENE CLOSURE _.. 5EALANT` BATTEN \/ WATERPROOF \\^^ MEMBRANE V1 . J H L C 2 I 3 — HIPiRIpGE COVER — FASTNER — CLOSUI;m STANDING SEAM ALUMN_ ROOFING PLYWOOD SEE 'S' DWGS L-1 IIF M E COVER ELEVATION MATERIAL5 KEYNOTE jeoL DESCRIPTION ALUMINIUM ROOF EXTERIOR WALLS W/ SMOOTH STUCCO 12 SQUARE COLUMNS RAISED STUCCO BAND # SURROUND DECORATE SILL d HEADER ALUMINIUM LOUVER i� DECORATIVE SHUTTER DECORATIVE CONC. SIDIWj LOOK %" Sn 34R RI, OVER TI W/ 2" STAPLE TWSS AT Ev (SEE F (TY I L-4 N.T.S. 5 6 8 9 10 1 12 13 ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/16"xl 1/2"TAPCON 2"x2'I ALUM.TOP. BOTTOM E VERTICAL AILS (VERT. 0 48" O/C MAXP • STUCCO 26 GA.AL.UMN_ COUNTER FLASHING DETAIL SHOWN FOR WOOD STANDING SEAM FRAME CONSTRUCTION - SIMILAR FOR BLOCK " ALUMN_ ROOFINGCONSTRUCTION 26 GA. GALV. METAL -----DETAIL VALLEY FLASHING Y SEALANT FASTNER AT 12" O.C. to ALUMN. "L" FLASHING --- STANDING SEAM ALUMN_ ROOFING °' ? NEOPRENE SPACER ROOF CLIP J U- STANDING SEAM 3/4" CDX PLYWOOD SHEATHING ALUMN_ ROOFING FASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MP W/(4)5/I6"x 1-1/2"TAPCONS VALLEY DETAIL L-7 FLASHING DETAIL L 10 RAIL A TA : MLNT N.T.S. N.T.S. NOTE: VERIFY W/ OWNER rOR RAILING STYLE JP OF TIE BM. n TOP OF TIE Bl 0 +34--8" ® +34'-6" = (42' ^A 5A D 7P OF 3rd PLO TOP OF 3rd PI nd LEVEL CLG. LINE 2nd_LEVEL CL +23'_4" = (31 TOP 0. ENTR'r '12, (29 d FLOOR 2nd FOOR PL. iROUND FLOOR TOP J� Or GROII is +01-01C (G A-1 REAR ELEVATION A-10 FRONT ELEVATION 1 Wv= I e-0" 1/4"-1'-009 1 1 2 3 1 4 5 6 7 8 9 10 7 12 1'-6" 1 A5.1 15 1 16 �1 Z 0 zo �N Ian �n — k a W N }T�j1Ql V 0 o W �,+ 0m v tl a NZ, V) 0 N0 IL „ u U - I IVI p. P.2" �o 2 AJ.1 EXTERIOR TRIM PROFILES Ink 115 0 .- s a- m W a J . ®t w w Z_ Z W pp��yygg Z W� J V) ftlo a n r_ W N _s co o 0 N N 10 LO a O P E,R , N �Q ZoI 0 M QU f LL R W = f U 2 w 0 O Z 6 o� M O i� n 5 ISF W • 'e ga r F 6 a f i U I J L2 W � r N 9'� 2 � v1 N — o 9— 3 r1) � U Sheet No: A of --sheets 13 14 1 15 16 7 j 8 9 C� 1 -- �._�_.._ � � -�, ., �,,..•-�� .�,.:�- � -fig �-��{� � , . N e f RIOT (SOUTTH) ELEVATION 1 1 2 3 4 14 TOP OF TIE IBM. n 34'-V' = (42'-Su NAVD) TOP OF 3rd FLOOR a +25'-4" = MANAVD) 2nd LEVEL CLG. LINE ® +23'-4" = (31.4 NAVD) 2nd FOOR PLAN n ®', +11'-4" . (IBA NAVD) let LEVEL CLG. LINE +10-4" = (1-1.4 NAVD) )P OF GROUND FLOOR n ® +0'-Ol Zl\ 0 $U �m 0 =m Nc v� a 0 90 Q� "m V4 0 NO d U U 1 L-_ F` - aLi n 0 Wi m N W q � ty n v ro o . K lirt 6htV 0' � E P E ,. V) .� W a z � ;o � W f� w" U Q LL J F U I� O _ V) Z u1 z za O 0 0 r0 0 r� i ire i� Q � a w All W `S i� �U z W W N O 2 z tn O Q C/) Sheet No: of —sheets 16 FILE COPY G 1 I 2 t2" TOPPING (BY G.C.) SECONDARY POUR N (BY G.C.) 1T #4 BAR CAST IN BEAM AT 6" U.S. 0" 4'-O.C., #3 BAR CONT. AND #4.x 1 -6" LG BAR 3 1 2"t 3/4" BRG. GROUTED IN CORE, ONE PERPLANK.(BY G.C.) qq qq 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) I SEGTI ON V I SCALE: .3/4- 0" tY TOPPING (BY G.C.) SECONDARY POUR (BY G.C.)_- L #4 BAR CAST IN TOPPING : • ••; \-LAP OO4'-0" O.C., AND ! •. 6" U.S. #3 BAR CONTINUOUS. (BY G.C.) •S VARIES 8" MASONRY WALL W/REINF. (BY G.C.) i '! SECTION - SCALE: 3/4" = 1'-0" 04 BAR CCNT. �•. t2" TOPPING t2" TOPPING (BY G.C.) (BY G.C.) • \ 8" U.S. 6• U. 4 3 1 2"t 3 4 BRG. a.• TAP VARIES CAST Wt BEAM W11 -4 CONC. BEAM "••�^• BAR CONT. IN 40 SECTION W/REINF. (BY G.C.) y: • : , #5 BAR CAST IN BEAM AT • 4'-0" O.C.,4 BAR CONT.-- AND #4 x 1 6" LG BAR GROUTED IN CORE, ONE �+ PER PLANK. (BY GC.) 3 5EGTION SCALE: 3/4" = 1'-0" H r• GROUTING BUTT JOINTS (BY G.C.) Y TOPPING Y TOPPING (_.. - -- : (BY G.G.) Nk (BY G.C.) - fl A .1 •• t 3 .-.._ 1/4 "-1 a ", E!APVARIES U.S. - C7 .S T 3 1 /2" 4" BRG. / 14 -10 1/2 .— STEP DOWN BEAM 4". (BY G.C.) SECTION - cs SCALE; 3/4- /1 70" All::... GB-5 y ` t2"TOPPING (BY G.C.) 61 I 7 1,I ,r-IRREGULAR POURED GONG. EIID LE`fEL HOLL11W CORE 8 g 10 11 12 13 I i I I 'I OFBEAM � LAUNDRY CHUTE b 5 I SIZE, LOCATION $ CB -I VERIFY W/ OU�lE - GB-2 1 0� CS-1 SECONDARY POUR (BY. G.C.) " !� _ "� _ ■ ■ ■ ■ .• - ALL BELOW #4 BAR CAST IN BEAM AT 3 1 2"t 3/4" BRO. m L 4 -0 O.C., 13 BAR CONT. : 6" U.S. >L - AND #a x 1 -6" LG BAR :•, Si SLOPE TOPM 2" TO 4" V GROUTED IN CORE, ONE "S _ $n gn PER PLANK. (BY G.C.) W -_ T. MASONRY WALL w. r- w/REINF. (BY G.C.) Gam_ I S" 140L CORES SYSTEM WITH 2" T INGs I r O SECTION 4 = $ - AL SCALE: 3/4" 1'-0" tl) = 8" 8" 23 5 (MBAR CONT. TOP OF FLOOR ''- ELEV 11'-4" GE3-1 EL.10'-2" ' OF BEAT I i r 4'"81/1" SH - MR RECESS ' v 4 • _ J 0 t II, 2„ Ii_4n li_0n OPEN t2" TOPPING r s Ij . �:� �. (8Y G.C.) � n H 9 -0 �.:.. ` d.... AI nO.C. SECONDARY POUR - • 3 •.- HAIRPIN 6. I1 $ 5 I•� i (BY C.C.)GS-6 GB-1 GS I O C5 GEs-1 O O T. o #4 BAR CAST IN TOPPING ..._:. ♦� ■ ■ '.■ $:%:i: i:i".:i; i::i: is ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 4'-0- O.C., AND 8" U.S. ` 13 BAR CONTINUOUS. 101_2n (BY G.C.) {j . •. LAP VARIES :: Ib' TOP OF BE SQ a 2 6" MASONRY WALL 9;8n Ln _ 1'-4 n W/REINF. (G.C.)OPEN .. J b SECTION t° :: I WCL SCALE: 3/4" _. l'-O" - C3 r -4• O GB-S O .. .:. '.:..-:.::'.: � '::fci ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ :.:.':":'[" :.;.: ■ ■ oil# i r<fi ........... .......BE. $ 5 � TOP OF BEAM EL.12'-0 11 GROUTING BUTT JOINTS ELEV. 10'-2" EL. IO'-b° „ n u TOP OF BEAM TOP � BEAM GB-2 (BY O.C.) t2 TOPPING 32'-6 I3 -b 4�-6 EL, 0-6" TOP OF BM -0. U ti" GYPCRETE (BY G.C.) 0.- `f " U.S. B" D.S. NOTEDe f DRAWINGS T N Fil . LAP VARIES S .. LAP VARIES i ONNEa _ �'� `'� . Aix:_ NS AND DETAILS a MASONRY WALL • W/REINF. (G.C.) D r 110 r , .�a,. ORE - SECTION a " ® `" 1 NOTES VERIFY ALL MASONRY 4 WOOD FRAME OPENINGS SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED ON FIELD IBY E)UILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. I+ - SCALE: 3/4 = 11 -D' 1/4 11=11-09f AND LOWER ROOF AT ENRTY 1 2 3 4 5 8 9 10 11 12 14 15 16 GROUTING BUTT JOINTS (BY G.C.) t2".TOPPING (BY G.C.) 8" us.. ,, 8" U.S. 3" t 1 /2 BRG 3"t 1 /2" BRG. �i #4 HOOKED BAR CAST IN 8" MASONRY WALL BEAM 0 4'-0" O.0 & AND #4 BAR HORIZONTAL IN W/REINF. (BY G.C.) CORE, ONE PER PLANK. (BY G.C.) 8 SEGTION - SCALE: 3/4" = 1'-0" LINTEL SAFE LOADS TABLE (CAST-CRETE) MA LENGTH OF LINTEL. GRAVITY .UPLIFT 1569 LATERAL 1025 LINTEL TYPE 81_18 A 3'-4" 2231 5 4'-0" 1966 1363 765 8U8 C 4'-6" 1599 1207 592 8U8 D 5'-4" 1217 1016 411 8U8 E 5'-10" 1062 909 340 8U8 F 7'-6" 743 727 424 8U8 G 9'-4" 554 591 326 8U8 H 10'-6" 475 530 - 284 8U8 Z • 3gne4 " O rzrn HN wn"n Wn3 Q W � N I 00 �. 0 m 0. ..m 0 UIZ Zpv �O =4 N N}IL m0 Ulu M 9f`m r a. M 1 w � n N ■m YNI 0 Cl g� 4d N 0 Ln K 3 n P s UJ W LU Jz,Z V z N o Z rWn V � LL = (�' w D O V) of Z Z za O : 44)0 °0 N n F LLJ O� C-) Cl— O s all S `o gEg so y per: __-_- j1 BEAM SCHEDULE; Z c 1 � CB =CONCRETE TIE BEAM WB = WOOD BEAM � J BB CONCRETE MASONRY BOND BEAM STL = STEEL BEAM W ' LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM CD "I MARK SIZE TOP STL BOTTOM STL MIDDLE STL. REMARKS ; p - - -- C/) 17`655-1­18" x 12" 2- # 5 2- # 5 - m a N � G -IA 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. C�-] 8" x 16" 2- #5 2- # 6 #3 HOOPS 012" O.C. x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. 55-4 12" x 18" 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. W/ARCH - - - Drawn by. C -5 12" x 24" 3- # 9 6- # 9 #4 HOOPS 0 8" O.C. Project No. IN 2 LAYERS 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. , Cadd File NO.: 16" x 24" 3- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. - 16" x 16" 3- # 6 3- #6 3- # 6 #3 HOOPS 0 8" D.C. DATE -_8 ® 8" x 28" 2- # 5 4 # 6 IN 2 LAYERS 2 # 5 #3 HOOPS 0 6" O.C. W.O./ARCH A.R.B. SET PERMIT SET 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. Q REAR DOOR REV. C5-10 8" x 12" 2- #6 2- # B #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END CB-11 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" D.C. CANTILICER BM d C -12 8" x 24" 2- # 7 4 # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. C 13 Sheet No: k �. LB I -1 8" x 8" 1- # 5 PRE -CAST LINTEL Q�oc : /1 I. ALL LINTELS TO E5E 5Y CAST'CRJETE AND POURED SOLID W/ 5LOCK AND &EAM ABOVE of ----sheets 13 14 15 16 FILE COC9001PT 1 2 3 4 5 ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL p, A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET $ DUPLEX OUTLET - HALF SWITCHED WP WEATHER PROOF DUPLEX OUTLET F.C.I. FLOOR OUTLET Q TELEPHONE JACK F TELEVISION JACK (JV CENTRAL VAC, HOSE OUTLET 44 WALL SWITCH 441 3-WAY WALL SWITCH 44' 4-WAY WALL SWITCH s4" DIMIER WALL SWITCH -&9x MOTION WALL SWITCH Ql PUSH BUTTON SWITCH -(} WALL OR CLG. MOUNTED FIXTURE J. E OX TT JUNCTION BOX P.C.1L PULL CORD FIXTURE `I' ❑ RECESSED LIGHT FIXTURE V.P. ❑ VAPOR PROOF RECESSED FIXTURE --I FLOUR£SCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN CABON MONOXIDE DETECTOR t SMOKE DETECTOR COM80 OT THERMOSTAT ® SPRINKLER TIMER & .INTERCOM ' ®y� SECURITY SYSTEM KEYPAD J' 1 MOTION DETECTOR CHIME (9 DOOR ALARM SOUND WHEN OFNED C - 1 /4„=1 '-0" L— I:� 7/1P, /C,4/_ %\/O �, %531 -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FPdL THE LOCATION SERVICE AND SHALL LOCATE THE METER d PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CCNFORPI TO THE NATIONAL ELECTRICAL CODE -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. (PROVIDE OPTIONAL CAT-5 HIG14 SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE W.C.t. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR -INSTALLATION WEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" AFF LIGHT SWITCHES 48" AFF RECEPTACLES 12" AFF TELEVISION JACKS 12" AFF - ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(B) -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK: THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DEC01RA TYPE. (IJAC.) - TAMPER RESISTANT RECEPACLES (NEC 4".12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC21OB2 ALL 125 VOLTS 15 t 20 AMP. RECEPTACLE R r r;l 4 e %I w -- 1 6 7 8 9 i 0 I i 1 2 1 3 i I 1 _. SECOND LEVEL FIRST LEVEL 7 16 OFF %FF 8 g 10 1 11 1 12 I 13 1 14 1 15 1 15 t za _ �m _ 0V _n N iil"min a U) LU 0 <0�5. < 09 a� a 0 N W �0 ? m U U m n° .I 0 JN SN PARh ` P LO P " Q-' W W z z W t: J D0 Q LL S J 2 ul S 0 Eris L Z Zp n Mg �0 „ I_I F n S a U f]:f s E' !AZ f— U Ecli LIJ F a (i� W w E J w OEM, N ar z _ V) — .. S� +n F— �"� S ul l� Sheet No: 1 AC " of --sheets