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HomeMy WebLinkAboutCONSTRUCTION PLA PAGE 1-15REVISIONS: No: DATE COMMENTS 12 5� 38'110" T/ BEAM 35'-6" 35'-61, ORCH BEAM B/TIE BEAM STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. 1 1/4� O.A.SLOPE ?25�'-0 3/4" (LOW POINT) `I T/PORCHVARIES 24'-2" 4-- -- 22'_2" _ _ 6 22�'-21, _ 8J PORCH BEAM I P B/ TIE BEAM STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. p #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. 11/4� O.ASLOPE 1' 3l4" (LOW POINT) T/ PORCH VARIES 10'-11" i9' 4" (17.1) �9'_4„ PORCH BEAM B TIE BEAM 16"COL. BLOCK " CMU HI H COL. BLOCK W/ 5/8 BREAKAWAY WALL SEE STUCCO, PAINTED. g SEE DETAIL 18/S-6. Q -6 1 1/4" O.A. SLOPE QI��0'-61/4" (LOW POINT) 7/ PORCH VARIES 1 STRUCTURAL BUILDING SECTION - LOOKING SOUTH 58 8" HOLLOW CORE PANEL W/ 6" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. W 12X50 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 1111111111/111121 \ W 12X50 W 12X50 \ \ 000000000b W12XSO W 12X50 WkWMIl1 12 5 -r-1o° T/GRADE_BEAM Y STD. 8" MASONRY WALL— W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED - CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. 25'-6" (33.27) STD. 8" MASONRY WALL— N W/ DUR-O-WALL HORIZ, N REINF. EVERY OTHER COURSE. f #6 DOWELS @ EACH FILLED - CELL PER STRUCTURAL PLANS. PROVIDE STD, 90° ACI HOOK. LAP 48 BAR DIAMETERS MIN. Q�12'-22" (19.93) '+ 2nd FLOOR F.F. BREAKAWAY WALL SEE SEE DETAIL 18/S-6. 0'-0" (-0" (7.77) 1st FLOOR F.F. REFER TO FOUNDATION DRAWINGS -y (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. - - \ - 38'-1_0"_ b T/WALL-� / Q c 0Lift0 Z�'�i' ON � crcc ccLAJVJ p . 0 T cr W LU WV 0 i'. �' W 25'-1" (LOW POINT) O O T/ BALCON)CX /yam — - - 24'-4" 0A L ) --- 22 2 h , M s 00 Q0 00 N 15 1I h Q LLn 00 C Ln au u a } J 9,-4,. (17.1) o B/TIERAM Y Q s_ ) V 0 Z m fu a) -g • U � LL � O 0 00 aD N -"4 M r0 N J 0'-6" T/ PORCH S 00 o° t� p T/ GRA BEAM GGO of w LL ��M Job Number. 01 Drawn By: rss Date: 03-20-19 et Number ALL ELEVATIONS SHOWN Q REFERENCED TO N MD-88. o 3�8'-10" T/ BEAM 35'-6" B/ PORCH BEAM �25�'-0 3/4" (LOW POINT) T/ PORCH VARIES — 24'-2" 22'--2" _ �B/ PORCH BEAM I A 1 V-9 3/4" (LOW POINT) T/ PORCH VARIES 10' 11" A 9'-4' (17.35) _ ORCH BEAM 16" X 16" CMU — COL. BLOCK W/ 5/8 STUCCO, PAINTED. 0' 61/4" (LOW POINT) `I T/ PORCH VARIES 12 5L,-' 35'�6" _ _ B/TIEBEAM STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. M REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS, PROVIDE STD. 90° ACI HOOK, LAP 48 BAR DIAMETERS MIN. 11/4� O.ASLOPE 22'-2-" 8/TIE BEAM STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD, 90° ACI HOOK. LAP 48 BAR DIAMETERS MIN. 1 1/41/4SLOPE �_ 9' 4,. `� B/TIEBEAM J m O) BREAKAWAY WALL SEE w SEE DETAIL 18/S-6. z m 18 5-6 1 1/4 i I - c T/ GRADE BEAM r 1 STRUCTURAL BUILDING SECTION - LOOKING SOUTH S-9 8" HOLLOW CORE PANEL W/ 6"'CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 8"I HOLLOW CORE PANEL W/ 3" �CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FC)R LAYOUT AND DETAILS. 0'-01, (8A2) 1st FLOOR V.F-I I A i! FLOOR0F.F� -h'. POINT) PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 4" O.A. SLOPE REFER TO FOUNDATION DRAWINGS ---� (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. Ld REVISIONS: a No: DATE COMMENTS 0 A2 06-19-19 BLDG. DEPT. REV. 0- 0 U Z w 7 F U w H I U 12 5 STD. 8" MASONRY WALL— W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED — CELL PER STRUCTURAL PLANS. PROVIDE STD. 90' ACI HOOK. LAP 48 BAR DIAMETERS MIN. Y -3rd—FLOOR F.F. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED — CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. 12'-2nd (20.18) 2nd—FLOOR F.F. BREAKAWAY WALL SEE SEE DETAIL 185-6. 1'-6" JUL 3 2019 Permitting Department St. Lucie County, FL Q Q LU F 0 LL 38'-10" Z 0 WN 0� o O p�Q W� a1 M o LAJ �Z cc U.1 �o O X = ~ ct0 0 LAJ Z 3rd FLOOR F.F h - O C)o. y 24'' CC1 T/ BOND BEAM r CL O Z Q U Sri 0 w 7 0 Z W m J J Q W O 00 0� "t 00 W 0000 N I x J, Q co I] aDe Cot PL p�1cE N �, W c �I Sco T-1-V 8occ } a FLO12'-2" 0 0 2nd OR F.F� v) 11'-3" L— — T/ TIE BEAM L O Z Q Q 9'-4" (17.35) - - B/ TIE BEAM Y Q O � Q L N 0 : m� -- --6'-41/2" h Z M 0 HEA—DER q MU U c `0 - Q o 0U f 3: uJ 00 cu F N J U _ O F— Q w w iQ /! I_ ?" Gc �,r 0 _-1'-71/2" (6_.�39)0 } O.H. DOOR RECE S N z Q T/ GRADE BEAM AT 4a O.H. DOOR RECESS ONLY w 0 a w Job Number: Drawn By: rss Date: 03-20-19 Sheet Number Z ALL ELEVATIONS SHOWN C Q REFERENCED TO NAVD-88. J < 0 SCALE. 3/8'=1-0' —7 REVISIONS: No: DATE COMMEN J 4 3�8'-10" T/ BEAM Q��35'_6" 8/ PORCH BEAM ,k 2�5'-0 3/4" (LOW POINT) T/ PORCH VARIES 24'-2" 222�2'-2" _ PORCH BEAM Q� 1�1'-9 3/4" (LOW POINT) T/ PORCH VARIES 10'-11" B/ PORCH BEAM 16"X16"CMU— COL BLOCK W/ 5/8 STUCCO, PAINTED. 00''-61/4" (LOW POINT) T/ PORCH VARIES 12 5L'�' 35'-6" BEAM 1 1/4� O.A. SLOP A. 22'-2" _ �E BEAM 1 1/4SLOPE �` 9'-4" B TIE BEAM STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK, LAP 48 BAR DIAMETERS MIN. BREAKAWAY WALL SEE SEE DETAIL 18/S-6. Ti—GRADE BEAM r STRUCTURAL BUILDING SECTION - LOOKING SOUTH S9 0 8" HOLLOW CORE PANEL W/ 6" CONIC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 0'-01, 1st F 0 0 1 st FLOOR F.F. 'r 1'-0" (HIGH POINT) �, PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 4" O.A. SLOPE a 12 5 REFER TO FOUNDATION DRAWINGS--6 (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. 12 5 STD. 8" MASONRY WALL— W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED - CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN, BOOR F.F. STD. 8" MASONRY WALL— W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED - CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. 12'-2" (19.93) BREAKAWAY WALL SEE SEE DETAIL 18/S-6. � 1'-4_(LOW GARAGE Flf 38'-10" T/ WAL� W Q� O Z C V � O . . C 1� X V W 04 Q 256" . O Q 3rd FLOOR F.F. �$ — - _24'�4' oc a T/ BOND BEAM Y C 12'-2" 2nd FLOOR F.F4' — 11'-3�" r T/TIEBEAM 9'-4" (17.1) B/ TIE BEAM Y 6'-8-8" HEADER Y O.H. D00 ECESS —�_ '!FM T/GRADE M ALL ELEVATIONS SHOWN REFERENCED TO NAVD-88. SCALE. 3/8" = V-0" Job Number: Drawn By: rss ate: 03-20 Number S-9 A" LN M1, L2 C- A" c i � Div ,.�. °( .'.4 k S _ d •v y'. 1 3N. r a �a 4� h 2 45-3"(53.27) _---_ 45'3"(53.2�7)�. ____ ROOFPFAK f ------------- _��_ - ------ ROOFPEA� I C. oc O L oc c O aC`- oC)�` CC o� o 4.1 Ln 0 a L- 0 U C- °' ri O N G Job Number: Drawn By: rss Date: 03-20-19 Sheet Number S 10 12 5L,�-' 38'--10" (46.60) _ T/ WALL 35'-6" T/ ELE\ 4-61, _ FLOOR F.F. ��24'-4" T/ BOND BEAM � 12'-2" 2nd FLOOR F.F. 9�'-4" (17.1) '' B/TIEBEAM i 1st FLOOR F.F. Q� 0' 0" (7.77) _ 11 1st FLOOR F.F. T/ G D-E BEAM 1 STRUCTURAL BUILDING SECTION - LOOKING EAST - 5 10 M 45_K (53.02) ROOF PEAK 'r 12 5 MEAN ROOF HEIGHT `r STD. 8"MASONRY WALL — W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED — CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. 25'-6" (83.27) 3rd FLO+ORS STD. 8"MASONRY WALL— W/ DU -O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED — CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. 02nd FLOOR F.F. I BREAKAWAY WALL SEE SEE DETAILI8/S-6. 38'-10" (_46_600)) 3�8'-10" (46.60) _ T/ WALL 7 q T/ WALL 25'�-6" � �� 25'-6" '+' 3rd FLOOR F.F. r 3rd FLOOR F.F. 24'-4" 24'-4" T/ BOND BEAM T/ BOND BEAM 12'-2" �12'-2" _ � 2nd FLOOR F.F�`�'. 2nd FLOOR F.F. _ 1_1'-33"" �11'-3" T/TIEBEAM Y T/TIEBEAM 9'-4" (17.1) 9�'-4" (17.1) _ B/TIE BEA B/TIEBEAM 0.'-0" (7.77) 1st FLOOR F.F. GARAGE FLOOR VARIES Y -1'-10�" Q�__0" T/ GRADE BEAM r T/GRADE BEAM ALL ELEVATIONS SHOWN REFERENCED TO NAVD-88. SCALE. • 318" = V-0" STRUCTURAL BUILDING SECTION - LOOKING EAST ---------- _ _ 45-3" (3 53.02) ROOF PEAK Y 42'-1" (49.85) MEAN ROOF HEIGHT 38'-10" (46.6�0) T/ WALL r 25'-6" 3rd FLOOR F.F. Y _ 24'-4" T/ BOND RA 12'_2" 2nd FLOOR F.F. r _ 1_V-K T/ TIE BEAM r _ 9'-4" (17.1)) B/ TIE BEAM Y -0'-5 MECH. EQUI -1'-10.1 tvp�%s 0 W F REVISIONS: < No: DATE COMMENTS 0 n 0 U z W U W F I U Q W LL N WN O � 0 I O ~ �] Q ., 0 a,, W M0 V Q >- z Uj O Z ci OO; OC 0 "-L o O Z o5cW`� W I 0 LU 0 ac 00 1� a a OLL,U Li 0 LU 0 z w m J J I Uf W 0 00 K V e0 W 00 00 (10 (V I 7t V a i Ln 0n o 00w H v� c tD Ln I {— u _I a > } U 0 z O Q O Li F L ) 0 tf m� o rm 0 Z co U U v�Z c .o _ >�LIJ asp +.� 0 �w _ '00 f- r» a I (V J U Q - Q W ATLL d � l �O LL 0 Z Q �G_�L f� a v �.` �...� Ll a W O� ob Number. F awn By: rss IA D 03-20-19 M She P ALL ELEVATIONS SHOWN REFERENCED TO VD FIB umber z -10 0 SCALE.3/8" = 1'-O" I I I F- 38'-10" (46,85) 12 5Fi STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 90° ACI HOOK. LAP 48 BAR DIAMETERS MIN. PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 8" HOLLOW CORE PANEL W/ 6" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 12 ----,,j5 STD. 8" MASONRY WALL— W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED — CELL PER STRUCTURAL PLANS. PROVIDE STD. 90°ACI HOOK. LAP 48 BAR DIAMETERS MIN. 25'-6" (33.52) 45 -T' (T' (53.27) h ROOF PEAKAK 42'-1" (50.10) MEAN ROOF HEIGHT _ 38'-10" (46.855)) T/ WALL r 25'-6" _ 2_5'6" —� FLOOR F.F. 3rd FLOOR F.F. 24'-4„ 24'_4 " L ND T/ BOBEAM o� r."i T/ BOND BEAM STD. 8" MASONRY WALL STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. N W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. v REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. LAP 48 BAR DIAMETERS MIN. 8" HOLLOW CORE PANEL W/ Q 3" CONC. TOPPING. SEE SHOP 12'-2" (2018) DRAWINGS & ENGINEERING 2nd FLOOR F.F. FOR LAYOUT AND DETAILS. 12'-2" _ _ m 1_2'-2�" 2nd FLOOR F.F. 2nd FLOOR F.F. r Q� 11'-3" - - — — - - 11'-3" Y T/ TI€ BEAM co T/ TIE BEAM 4-B/ B/TIE(BEAM `f TIE BEAM J JQ - h J J v3 ?� O a BREAKAWAY WALL SEE BREAKAWAY WALL SEE < SEE DETAIL 18/S-6. SEE DETAIL 18/S-6. cl: m cc m a 00'-0" (8.02) 2 1 1st FLOOR F.F. I Q 0'-0" (8.02) _ _ 0'-0., (8.02) _ 1st FLOOR F.F. FLOOR F.F. �1'G GRADEBEAM T/ GRADE BEAM FpR A INED NGS SHEETS S 1REFER TO OS 2DS-3)O Y C M4ENGINEERING, ^D� Got& O N NEDATION, GRADE BEAM, RECEIVED GS AUGER PIFOR REQUIREMENTS & DETAILS. • 1.01 000 B JUL 3 2019 Permitting Department ALL ELEVATIONS SHOWN St. Lucie Coun REFERENCED TO NAVD-88. 1 STRUCTURAL BUILDING SECTION - LOOKING EAST ty� FL 5-10 SCALE. 318" = V-0" 0 LL I — REVISIONS: < No: DATE COMMENTS 0 Q2 06-19-19 BLDG. DEPT. REV, 0 U Z LL K F U W F I U Q Q W 0 LL N W [^ N QW I Q Lift��� V �.: L AJ Q "w., Z �WoLL0 oZ�W�= LL O �► QLu0 0Q (� 00 �.. a z O �c� Y 1 D 0 Z LL C1 J J Q I LL O 00 c� N t 00 LL 00 N I < Ln 000 c vai I N v } 0 LA 0 O Z O W Q N H N Q O � �- 0 spa L 0 M0 mU a) t7 Z U c o- mLLw ' a�0 >>O >W 00 h_ N J I U Q w w F > U. n 0 co l N F LL 40 LL a w Job Number: 7 Drawn By: rss Date: 03-20-19 Sheet Number Z S-11 0 I' - F li 9 12 5� 38' 10" (46.60) _ T/ WALL STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 90' ACI HOOK. LAP 48 BAR DIAMETERS MIN. 25'-6" 3rd FLOOR F.F. 24'-4" BOND BEAM STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ, REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. �12'-2" _ 2nd FLOOR F.F. �� �_1_1_'-3" T/TIE BEAM A 9­T/ -4" (17.1) T B/TIE BEAM BREAKAWAY WALL SEE SEE DETAIL 18/S-6. 00'' -0" (7.77) _ A' 1 st FLOOR F.F. _1'-101, _ T/ GRADE BEAM PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 8" HOLLOW CORE PANEL W/ 6" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS, 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. REFER TO FOUNDATION DRAWINGS ' (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. STRUCTURAL BUILDING SECTION - LOOKING EAST 12 �5 STD. 8" MASONRY WALL— W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED — CELL PER STRUCTURAL PLANS. PROVIDE STD. 90° ACI HOOK. LAP 48 BAR DIAMETERS MIN. STD. 8" MASONRY WALL— W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED — CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. `rAp-A BREAKAWAY WALL SEE SEE DETAIL 18/S-6. 0' 0" (7.77) OOR F.F. 45_-3" (53.0__2_)�� ROOF PEAR _ 42'-1" (4_9.85�) 4. MEAN ROOF HEIGHT 38'-10" (_46.600)) T/ WALL f 25'-6" 3rd FLOOR F.F. Y 2_4'-4" T/ BOND BU4 nd fL00R F F 90- T/ TIE BEAM _ 9'4"(17.1) B/ TIE BEA 0'-U' (7.77) 1st FLOOR Fr' F. '► T/ GRADE BEAM * ALL ELEVATIONS SHOWN REFERENCED TO NAVD-88. SCALE. 318" = V-P 0 W F REVISIONS: < No: DATE COMMENTS 0 a 0 U z W U LU F I U K Q Q W cF C 0 LL N W N Q � 0 I LJLl C3)� Inno LZ o 4 z w O T"LS cc LLJ IZ cc, O Q�0 az �a 0 Lift O � Vi 0 Uj 0 z W m J J Q I W O 00 iY q 00 W 00 NI K Ln F 000 � � H c Ln I N v a > U 0 O Z 00 W Q N F O1 i = 0 In vm 0 ° m z0 �U a) Z U c o- • � LL asp c L t! �... >>O > W 00 vF M rip - N J U IY Iw Q W F S O LL pt > �zap a �oe\�� w� W \' lob Number: F Drawn By: rss Date: 03-20-19 � \F Sheet Number z 0 �' — H A/C EQUIPMENT SCHEDULE UNIT NUMBER AHU-1 / CU-1 AHU-2 / CU-2 AHU-3 / CU-3 LOCATION/AREA 1st FLOOR 2nd FLOOR 3rd FLOOR AIR HANDLING UNIT LENNOX LENNOX LENNOX MODEL CBA27UH-018 CBA27UH-036 CBA27UH-036 DIMENSIONS 21" X 21" X 50" 21" X 23" X 51" 21" X 23" X 51" ELEC. HEAT STRIP 5.5 KW 10.0 KW 10.0 KW HEATING - BTUH 18,800 34,100 34,100 VOLT/PHASE/AMP 230/1/40 230/1/60 230/1/60 CONDENSING UNIT LENNOX LENNOX LENNOX MODEL EL-XC16-018 XC16-036 XC16-036 DIMENSIONS 27" X 28" X 31" 301/2" X 35" X 35" 301/2" X 35" X 3S" COOLING - BTUH 18,000 36,000 36,000 SENSIBLE - - - VOLT/PHASE/AMP 230/1/20 230/1/30 230/1/30 SEER 16.0 16.0 16.0 TOTAL SUPPLY CFM 600 1200 1200 1. PROVIDE PROGRAMMABLE THERMOSTAT. 2. R/S LINES: INSULATE SUCTION LINES W/ CLOSED CELL ELASTOMERTIC INSULATION. EXHAUST FAN SCHEDULE MARK MAKE/MODEL CFM V / O / A EF-1 BATH CEILING EXHAUST FAN 50 120/1/0.2 BROAN MODEL NO. AE5011ODC SELECTABLE 50/80/110 CFM EF-2 BATH CEILING EXHAUST FAN 80 120/1/0.2 BROAN MODEL NO. AE50110DC SELECTABLE 50/80/110 CFM A/C GENERAL NOTES 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, & EQUIPMENT TO INSTALL COMPLETE AND OPERATING HVAC SYSTEMS. 2. THE MECHANICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS. 3. THE MECHANICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AS SHOWN ON THE SCHEDULES OR ON THE DRAWINGS, OR APPROVED SUBSTITUTE, 4. THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE OF WORK ACCEPTANCE, EXCEPT THE COMPRESSORS WHICH SHALL HAVE A MINIMUM FIVE (5) YEAR GUARANTEE. EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES (UL) APPROVED. 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, AND CONTRACTORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ALL SWITCHES AND POWER/CONTROL WIRING, 6. INSTALLATION SHALL BE IN COMPLIANCE WITH THE LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES, INCLUDING FBC-MECHANICAL/RESIDENTIAL, 2010 EDITION. 7. INDICATED DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 8. EACH BRANCH TAKE -OFF AND EACH SUPPLY AIR REGISTER (SR) SHALL HAVE AN EXTRACTOR WITH LOCKING OPERATOR. RECTANGULAR ELBOW OF 45 DEGREES & LARGER SHALL HAVE DOUBLE THICKNESS TURNING VANES, 9. ALL RECTANGULAR DUCTWORK SHALL BE FABRICATED FROM 1-1/2 INCH (R-6) JOHNS-MANVILLE J-M MICRO AIRE SD/MF FIBERGLASS DUCT BOARD & INSTALLED PER RECOMMENDATIONS OF THE MANUFACTURER & SMACNA. 10. ALL RETURN FLEXIBLE DUCTS SHALL BE THE SAME TYPE AS THE SUPPLY FLEXIBLE DUCTS WITHOUT DAMPER EXTRACTORS. 11. PLACE CONDENSING UNITS (CU) ON FOUR (4) INCH CONCRETE SLABS AS SHOWN ON DRAWINGS. PROVIDE ONE-HALF (1/2) INCH NEOPRENE VIBRATION ISOLATORS UNDER CONDENSING UNITS. 12. PROGRAMMABLE THERMOSTATS FOR HVAC UNITS SHALL HAVE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHES AND SHALL BE APPROVED BY EQUIPMENT MFR. 13. REFRIGERANT PIPES SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER OR WROUGHT BRASS FITTINGS AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 14. WRAP EACH SET OF LIQUID & SUCTION PIPES IN ONE-HALF (1/2) INCH ARMAFLEX. 15. CONDENSATE DRAIN PIPES SHALL BE 3/4" PVC (SCHEDULE 40) WITH TRAPS, TERMINATED W/ P-TRAPS OUTSIDE BUILDING EXTERIOR. VERIFY IN FIELD. 16. PROVIDE EMERGENCY DRAIN PAN UNDER AIR HANDLING UNIT. 17. EACH EMERGENCY CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) AND HAVE A FLOAT SWITCH. 18. THE MECHANICAL CONTRACTOR SHALL TEST AND BALANCE THE SYSTEM TO THE AIR FLOWS AS SHOWN ON THE PLAN. BALANCE AIR FLOWS WITHIN FIVE (5) PERCENT OF THE DESIGN VALUES. 19. AIR HANDLERS TO HAVE ELECTRIC HEAT, PER SCHEDULE. 20. CONDENSATE LINES SHALL BE INSTALLED BY THE HVAC CONTRACTOR. 21. PROVIDE ALL NECESSARY LABOR AND MATERIALS REQUIRED TO INSTALL HVAC EQUIPMENT, DUCTWORK, DAMPERS, THERMOSTATS, CONTROL WIRING AND CONDUIT, AND RELATED APPURTENANCES. 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE AND LOCAL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY ALL FEES ASSOCIATED WITH SAME. 23. ALL MATERIALS SHALL BE NEW, UNUSED AND FREE FROM DEFECTS. 24. ALL DUCT SIZES GIVEN ARE FREE AREA DIMENSIONS. WHERE DUCTS ARE CONSTRUCTED OF FIBERGLASS MATERIAL, ALLOWANCE MUST BE ADDED TO SIZE GIVEN TO DETERMINE OVERALL DIMENSIONS OF DUCT. 25. SPIN IN COLLARS FOR FLEXIBLE DUCT SHALL BE OF THE DAMPER/EXTRACTOR TYPE MODEL FDESC AS MANUFACTURED BY CLEVAFLEX. FLEXIBLE DUCT SHALL BE CONNECTED TO THE SPIN COLLAR AND DIFFUSER NECK WITH PLASTIC BANDS. ALL CONNECTIONS SHALL BE TAPED WITH A TAPE APPROVED BY THE FLEXIBLE DUCT MANUFACTURER AND VAPOR SEALED WITH MASTIC. 26. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING, INCLUDING CONDUIT, FOR MECHANICAL DEVICES, THERMOSTAT, ETC. 27. SEE AHU MOUNTING DETAIL THIS SHEET. 28. HVAC DUCT ROUTING IS DIAGRAMMATIC ONLY. FIELD VERIFY MOST EFFICIENT ROUTING WHILE COORDINATING AROUND STRUCTURAL ELEMENTS AND MAXIMIZING ATTIC STORAGE AS APPLICABLE. R-6 FLEX DUCT R-6 FIBERGLASS DUCT EXTRACTOR-QUAURAN I SPIN -COLLAR LOCK TYPE W/ DAMPER OPERATOR FLEX DUCT INSTALLATION DETAIL DESIGN CRITERIA 2017 FBC CHAPTER 16 V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH EXPOSURE: D CONDENSER UNIT /// RFRG. SUCTION & EXTERIOR - LIQUID PIPES DOWN WALL FROM UPPER AHU. GUTTER RFRG. PIPES RUN EXTERIOR OF WALL IN GALV. GUTTER W/ 1/2" ARMAFLEX. SEAL ALL PENETRATIONS WATER TIGHT THREADED PROVIDE VIBRATION RODS (TYP.)-\ ISOLATION MOUNTS AIR HANDLER UNIT - EMERGENCY CONDENSATE DRAIN PAN. ATTIC HORIZ. AIR HANDLER UNIT DETAIL N.T.S. 11 AIR HANDLER UNIT HURRICANEANCHOR AND INSULATE CLIPS @ EA. CORNER - _ BUILDING SLAB �� ¢I W/ 1/4" x 2" TAPCONS. _ _ CONCRETE PAD SEE PLAN. NEOPRENE PADS -EMERGENCY CONDENSATE DRAIN PAN OVERFLOW SWITCH. -AIR HANDLER STAND - PROVIDE OPENINGS IN HOLLOW CORE SLAB. -HOLLOW CORE FLOOR SYSTEM. CONDENSER UNIT DETAIL CLOSET VERT. AIR HANDLER UNIT DETAIL N. LS, N. S HB ------------- PROVIDE DRYER BOX 4" 0 DRYER WALL EXHAUST VENT W/ HOOD & INSECT SCREEN THRU CMU WALL. 3�; LAUNDRY itll 106 IMPORTANT NOTES: 1. ALL EXHAUST FANS, SUPPLY & RETURN GRILLES SHALL BE ALIGNED, CENTERED AND/OR SYMMETRICAL. 2. PROVIDE OFFSETS FROM WALLS AS REQ'D. TO ALLOW TO ALLOW FOR CROWN MOULDING, ETC. 3. COORDINATE W/ OWNER, ELECTRICIAN, & CONTRACTOR FOR ALL LOCATIONS. 4. ALL EXHAUST DUCTWORK SHALL BE ROUND METAL SNAP-LOK OR APPROVED SUBSTITUTE. 5. ALL HOLES / PENETRATIONS IN CONCRETE SHALL BE FORMED & POURED W/ SLEEVES OR DRILLING USING A DIAMOND CORING BIT. ENERGY CONSERVATION NOTES: 1. RESIDENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2017 FBC - ENERGY CONSERVATION CODE. 2. ATTIC ACCESS SCUTTLES OR HATCHES SHALL BE WEATHER STRIPPED & INSULATED AS PER 2017 FBC-EC R402.2.4. 3. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH 2O17 FBC-R R402.4.1 THRU R402.4.5 4. A BUILDING AIR LEAKAGE TEST SHALL BE PERFORMED AS PER 2017 FBC-EC R402.4.1.2, i.e. BLOWER DOOR TEST. 5. WINDOWS, SKYLIGHTS, & SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQ. FT., AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQ. FT. AND MUST BE TESTED, LISTED, AND LABELED AS PEA 2017 FBC-EC R402.4.3. 6. CONCTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD AS PER 2017 FBC-EC R401.3. 4A4 ti 4X61 W It 5 CFM CLOSET it ll 105 ll it It 0111111111I BEACH PORCH LP Ll CABANA BATH 108 it 0 it n 4X6 3W 50 CFM SXS 1 OX10 4W s EF-2 200 CFM a 80 CFM 40 STORAGE 107 1OX104W 200 CFM VERIFY T-STATE LOCATION W/ OWNER 4X6 1W 5 CFM 8X8 4W 110 CFM FOYER toe 6X6 4W 30 CFM ELEV `:11J BREAKAWAY WALL NOTES: 1. NO PIPING, CONDUITS, WIRING, FIXTURES, OR DEVICES SHALL BE RUN IN, THRU, ACROSS, IN FRONT OF, OR BE MOUNTED ON BREAKAWAY WALLS. 2. REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR LOCATIONS. 3. REFER TO FEMA TECHNICAL BULLETIN #9, FOR FURTHER DETAILS. THIS MECHANICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS W F OF THE MECHANICAL SYSTEM SHALL BE DETERMINED BY A MECHANICAL CONTRACTOR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS O AND BY THE LOCAL BUILDING DEPARTMENT. THIS a DESIGN IS ALLOWED BY CHAPTER 471 FOR K MECHANICAL SYSTEMS NOT EXCEEDING 15 TONS O OR ACCOMMODATES 100 OR FEWER PERSONS. U Z to tY f- U W F I U Q Uj F O IY LL N W N O -BATH EXHAUST VENT W/ALUMINUM O WALL CAP, PROVIDE SUBMITALLS. VERIFY W/ OWNER ] se I t o V Q >•� ^'� o ll �^ f✓ ll ll _ i j o CU-3 COILS MUST BE PROTECTED Q Z ANTI -CORROSION rw ,w O Lj JU CO � COATING, TYP. ALL UNITS. �►' v W + $ 20X16 RF ll o 600 CFM at � Q r�w Q 04 1i' W W v I- 11 IMPORTANT CLEARANCE NOTE: LCc ALCOVE DIMENSIONS BASED ON THE EXACT 1 , , LL EQUIPMENT DIMENSIONS & CLEARANCES PROVIDED O 15 W O BY THE MFR. FOR EQUIP. SPECIFIED IN SCHEDULE. [� 7 IF ALTERNATE EQUIP. IS PROPOSED & APPROVED, BY THE OWNER & ARCHITECT. IT IS THE RESPONSIBILITY Z l l CU-1 OF THE GENERAL CONTRACTOR & MECHANICAL Q L • a l t N CONTRACTOR TO COORDINATE & ENSURE REQ'D. 001� CLEARANCES ARE PROVIDED, OR IF THE ALCOVE 0 LjL. O DIMENSIONS NEED TO BE MODIFIED. ` O ULU \TANKLESS WH #1 (LP) TANKLESS WH #2 (LP) TANKLESS WH #3 (LP) GARAGE 101 t t ELEC. j PANEL'A' l ELEC. PANEL'B' ELEC. METER HB ate. - FLOOD ELEVATION NOTE: 1. ALL EQUIPMENT INCLUDING RECEPTACLES, SWITCHES, MOTORS, DISCONNECTS ETC. SHALL BE MOUNTED ABOVE FLOOD ELEV. 7.0 1" FIRE RISER, REFER TO V1 FIRE SPRINKLER DRAWINGS FOR COMPLETE DETAILS. O W PROVIDE DUCT & WALL EXHAUST m VENT AS PER WATER HEATER MFR. APPROVED METHODS & PER CODE. J Q I Ll W O CO (� r� IMPORTANT LAYOUT NOTE: W W W DUCTWORK SIZING & ROUTING DESIGNED TO 00 r AVOID POTENTIAL CONFLICTS & MAXIMIZE Ln CEILING HEIGHTS, VERIFY W/ ALL TRADES FOR ANY 000 ADDITIONAL CONFLICTS BEFORE INSTALLATION -0H AND BEFORE ANY RE -SIZING OR RE-ROUTING OF N c I SYSTEMS AS SHOWN PER THESE PLANS. a) FLOOR AIR CONDITIONING PLAN_ _ SCALE, 114" = 1 0<) } u J �v (Y } 0 In 0 Z O Q 0O N W H a L � LEGEND O THERMOSTAT z RETURN AIR GRILLE Z SUPPLY AIR GRILLE V) O '- a v� O o rrn 0 z ra U 0) -0Z • U c o- j L SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 908 S.F. GARAGE: 709 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 71 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8% COND. LIVING AREA: 3,320 S.F. 54.6% GARAGE: 700 S.F. 11.5% COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. o °U I Z W CC) a)F rm ra I N J U Q O / \ ti F- Q IA.J W j � F -\ O U. O N 0 mQ IY W Uj a w O LL W Job Number: F Drawn By: rss Date: 03-20-19 Sheet Number Z M - 1 0 F- R/A DUCT RUN UNDER — SUPPLY DUCT, DROPPED CEILING/SOFFIT REQ'D. FIELD VERFIY. 14X20 S/A DUCT & — 12X20 R/A DUCT DOWN FROM 3rd FLOOR. BATH EXHAUST VENT W/ ALUMINUM ------ WALL CAP, PROVIDE SUBMITALLS. — ^� VERIFY W/ OWNER. LP 1OX104W 200 CFM VERIFY T-STAT— LOCATION W/ OWN I 6X6 3W 60 CFM 6X6 STAIR HALL 09 7 25X16 RF 1 790 CFM SX2i II 12X12 240 Cl 4X6 3W 40 CFM BATH #1 EF-2 80 CFM �owl RIVER IPORCH— ELEV OCEAN PORCH GREAT ROOM 211 EF-1 50 CFM 12X12 RF 170 CFM 4X6 3W 10 CFM CLOSET 03 TTTTMM 4X6 3W 1OX104W 200 CFM 4«a ,d ' •, s� I I KITCHEN 10 _ 8X8 4W " 8X8 4W o 125 CFM 125 CFM EXHAUST HOOD 600 CFM MAX 40'' 1 OX10 4W BEDROOM #2 120 CFM BATH #2 4X6 3W 04 40 CFM EF-2 BEDROOM #1 201 1OX10 4W 190 CFM MICROWAVE W/ FILTER CARTRIDGE NO VENT REQ'D VERIFY W/ OWNER. BATH EXHAUST VENT W/ ALUMINUM WALL CAP, PROVIDE SUBMITALLS. VERIFY W/ OWNER. KITCHEN HOOD EXHAUST VENT W/ ALUMINUM WALL CAP, BACKDRAFT & INSECT SCREEN. PROVIDE SUBMITALLS. VERIFY W/ OWNER. \\� MAKEUP AIR NOTE: IF EXHAUST HOOD EXCEEDS 800 CFM, MAKEUP AIR IS READ, PER FBC-M 505.2(b). THIS MECHANICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER, THE DETAILS W OF THE MECHANICAL SYSTEM SHALL BE DETERMINED F — — — — — — — — — — — — — — — — — — — — — -- — BY A MECHANICAL CONTRACTOR LICENSED REVISIONS: — ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS 0 1 I AND BY THE LOCAL BUILDING DEPARTMENT. THIS a DESIGN IS ALLOWED BY CHAPTER 471 FOR MECHANICAL SYSTEMS NOT EXCEEDING 15 TONS 0 OR ACCOMMODATES 100 OR FEWER PERSONS. U Z LU I I — I I � I I � I I � SUNRISE PORCH I F I I — I I I HBLU I I Q I � ( — I 0 I I 12X12 4W MASTER 12X12 4W I LL I 215 CFM BEDROOM 215 CFM I Z 311 I 0 I = I Q N I W - 9110 9110 -_ I 0 LIJ - I Z Q3 I 4„0 6X6 4W ( W f- 0 CFM I Q CC W VERIFY T-STAT 3 LOCATION W/ 7`0 I ccO LL 0 6X6 4W OWNER. 100CFM I Q 1 , ,QV) B„0 I Ljj 0 LQw aW;. �ELEV MASTER 8X84W I �' BATH 150 CFM I O Z 00L�0 U I 4°0 I Li 0 4X6 3W I W I 20 CFM I W.C. 7 I HALL — 4"0 I 0 6"0 I 30 I I STAIR — Z 306 50 CFM 6X6 3W 4 0 v J SHOWER BATH EXHAUST VENT W/ ALUMINUM m 4"0 I 30 CFM EF-1 I SOFFIT GRILLE, PROVIDE SUBMITALLS. 50 CFM 309 I VERIFY W/ OWNER. w Q ' MECH. ( W I I OS AHU-2 I W - PROVIDE DRYER BOX O 0p LU a 14X20 S/A DUCT & 00 � w 12X20 R/A DUCT DOWN I I TO 2nd FLOOR. D 4" Q� DRYER WALL EXHAUST VENT O N � W/ HOOD & INSECT SCREEN Ln THRU CMU WALL. Q 00 6 I _ 6X6 4W 1' IN 50 CFM r7a� I I I BATH EXHAUST VENT W/ ALUMINUM 5"0 WALL CAP, PROVIDE SUBMITALLS. VERIFY W/ OWNER. I I 5110 4X6 3W 4" 0 ,, I ( — o 40 CFM BATH #3 l 302 ' 80 CFM BATH EXHAUST VENT W/ ALUMINUM 4 fd _ SOFFIT GRILLE, PROVIDE SUBMITALLS. VERIFY W/ OWNER. I IMPORTANT LAYOUT NOTE: II'ILII I c DUCTWORK SIZING & ROUTING DESIGNED TO L AVOID POTENTIAL CONFLICTS & MAXIMIZE CEILING HEIGHTS. VERIFY W/ ALL TRADES FOR ANY SUNSET PORCH ADDITIONAL CONFLICTS BEFORE INSTALLATION AND BEFORE ANY RE -SIZING OR RE-ROUTING OF SYSTEMS AS SHOWN PER THESE PLANS. " 1 I CONDITIONING PLAN SCALE. 114" = 7'-0" _ MASTER r CLOSET I 04 I I I I I I 8X8 4W 180 CFM E0 C N — v J a } U 0 10"0 L J 30" X 54" PULL -DOWN U — — I ATTIC SCUTTLE AT THE 0 O I LOWER 10'-0" H. CEILING. 8„0SZ 0 O Q 12X12 RF I r) 180 CFM O CD LU CLOSET O I V) 0 12X12 RF uo 240 CFM � � - }, Sr"rtf �r3lh'fi�d,• G..r 1 bS:x h 1 , M )l O ro 0 O rn ,5 a�M y!!&,�%�Y� z mU a �LJ / U c 0- I o �U BEDROOM #3 301 I I 8110 I 1 OX10 4W 200 CFM I I - -- -- I I L------------I FtEV1EwElD IA ce cone CON C�uN.TY SIT • LV Bpcc 2 3rd FL OOR Al R COND1 TIONI NG PLAN M-2 — SCALE. 114" = 1'-0" SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 891 S.F. GARAGE: 700 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 97 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5% COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. LU wF — 00rQ rn J I N U Q O Q W W h- Cr .\ O a `P 0 N 0 i M ❑z<C F �W � a w 0 a W Job Number: Drawn By: rss VI Date: 03-20-19 U Sheet Number Z M-2 I ELECTRICAL GENERAL NOTES 1. THE SCOPE OF WORK SHALL CONSIST PRIMARILY OF THE FOLLOWING: A. PROVIDE AND INSTALL LIGHTING FIXTURES, RECEPTALCES AND ALL CONNECTIONS FOR EQUIPMENT FOR RESIDENCE. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, CITY OF LAKE WORTH BUILDING CODES. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. 5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OWNER. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES. INCLUDING THE POWER, TELEPHONE AND CABLE TV COMPANIES, AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE PROPOSAL. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL -BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TO THEIR SPECIFICATIONS. 7. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC. ARTICLE 250. THE GROUNDING SYSTEM SHALL NOT EXCEED A 48 HOUR DRY RESISTANCE OF 10 OHMS. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. 8. AN EQUIPMENT GROUND WIRE SIZED PER THE NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. 9. ALL EQUIPMENT SHALL BE NEW AND UNUSED AND UL LISTED. 10. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING EQUIPMENT: PANELBOARDS, LIGHTING ASSEMBLIES, PULL BOXES, DISCONNECT SWITCHES, CONDUIT AND WIRE, CIRCUIT BREAKERS AND EQUIPMENT ENCLOSURES. 11. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER. 12. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE L GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 13. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND VERIFY ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY INSTALLATION. 14. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATION. 15. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE CONDUITS SHALL BE BLUE "Si FLEXIBLE TUBING (U.O.N.). 16. COLORED TAPE SHALL BE PLACED ON TOP OF AND ALONG THE ENTIRE LENGTH OF ALL UNDERGROUND CONDUITS ACCORDING TO THE FOLLOWING SCHEDULE: POWER: RED ALL OTHER CONDUITS: GREEN 17, FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND 3' IN LENGTH, 18. TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD AND TERMINAL BLOCK SCHEDULES IN EACH CONTROL CABINET. 19. ALL REFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVED EQUAL" BASIS. 20, ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. 21. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OF PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULL -BOXES AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE. 22. BALANCE ALL LOADS AT THE END OF PROJECT WITH ALL LIGHTS ON. 23. ALL DISTRIBUTION EQUIPMENT SHALL HAVE AIC RATINGS TO WITHSTAND THE FAULT CURRENT SUPPLIED TO THE PROJECT. COMPLY NEC 110-9 & 110-10. 24. IT IS NOT THE INTENT OF THESE PLANS TO SHOW MINOR DETAIL AT CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE IN PRIOR WORKING ORDER. 25. ALL HOME RUNS OF 100 FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #10. 26. ALL HOME RUNS OF 200 FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #8. 27. PROVIDE RECEPTACLES THAT MATCH THE EQUIPMENT PLUGS. ALL RECEPTACLES SHALL BE GROUNDING TYPE. 28. LOAD DATA IS BASED ON INFORMATION GIVEN AT THE TIME OF DESIGN. VERIFY SIZE, CONDUCTOR, PROTECTION DEVICES, ETC. REQUIREMENTS OF ALL EQUIPMENT PRIOR TO ORDERING OR INSTALLATION. 29. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, POWER/ CONTROL/COMMUNICATIONS WIRES, DISCONNECT SWITCHES AND OVER -CURRENT PROTECTIVE DEVICES FOR ALL MECHANICAL EQUIPMENT. ALL CONDUITS, WIRES, SWITCHES AND J-BOXES SHALL BE SIZED IN ACCORDANCE WITH NEC. ALL FUSES AND BREAKERS SHALL BE SIZED AS REQUIRED BY THE EQUIPMENT MANUFACTURER. IF EQUIPMENT IS DIFFERENT FROM THAT SPECIFIED. CONTRACTOR SHALL MAKE THESE CHANGES AT NO ADDITIONAL COST TO THE OWNER. 30. PROVIDE ARC -FAULT INTERRUPTER PROTECTION & TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE. 31. PROVIDE ARC -FAULT INTERRUPTER PROTECTION TO ALL BEDROOM CEILING FANS & SMOKE DETECTORS. 32. PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS. 33. VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO ANY INSTALLATION OWNER SHALL DIRECT LOCATION ON ALL SPECIAL RECEPTACLES & WIRING. 34. PROVIDE WHOLE HOUSE SECURITY SYSTEM - VERIFY W/ OWNER. COASTAL CONSTRUCTION APPROVED EXTERIOR LIGHTING FIXTURE SCHEDULE: Q RECESSED CEILING FIXTURE: DASAL INDUSTRIES 'AQUA AMBER LED' MODEL NO. DLD-F-AMB-3L-120,2-115-01-C-AMB-FL-HC W/ HONEYCOMB FILTER, WILDLIFE LIGHTING CERT. NO.2012-041. RECESSED WALL/COLUMN FIXTURE: SPJ LIGHTING INC.'STEPLIGHT' W/ AMBER LED MODEL NO, SPJGDG-31 MOUNTED AT MAX. 24" A.F.F ON 1ST FLOOR & MAX. 12" A.F.F. ON ALL FLOORS ABOVE GROUND LEVEL. WILDLIFE LIGHTING CERTIFICATION NO. 2012-007. © WALL FIXTURE: THE COPPERSMITH 'ADAMS COLLECTION SCONCE MODEL NO. AS-(41-44)-E-TLA W/ WILDLIFE CERTIFIED BULB. MOUNTED AT T-O" ABOVE 1ST FLOOR FINISH FLOOR MAX. WILDLIFE LIGHTING CERTIFICATION NO.2014-015. QD CEILING PENDANT FIXTURE: THE COPPERSMITH 'ADAMS COLLECTION PENDANT' MODEL NO. AS-41-TRTL W/ WILDLIFE CERTIFIED BULB. MOUNTED AT T-O" ABOVE 1ST FLOOR FINISH FLOOR MAX. WILDLIFE LIGHTING CERTIFICATION NO. 2009-002. ELECTRICAL LEGEND t SURFACE MOUNTED LIGHT ALLOWANCE BY OWNER. RECESSED HI -HAT CEILING MOUNTED V X 4' FLUORESCENT LIGHT FIXTURE WALL SCONE UNDER CABINET LIGHT s SOLAR TUBE W/ LIGHT KIT /0 F = FAN ONLY FL = FAN W/ LIGHT KIT 120/240, 20 AMP, QUIET TYPE + 48" A.F.F. $3 120/24OV, 20 AMP, QUIET TYPE + 48" A.F.F., 3-WAY SWITCH o DIMMER SWITCH, PUSH BUTTON WITH LEVER. DOORJAMB SWITCH 20 AMP, 120V, DUPLEX RECEPTACLE, GROUNDING TYPE + 18" A.F.F. U.O.N. 20 AMP, 120V, QUADRUPLEX RECEPTACLE, GROUNDING TYPE +18" A.F.F. UA.N. 12OV, SINGLE DEDICATED RECEPTACLE, GROUNDING TYPE, AMPS PER PLAN. ® 220V, 1 PHASE RECEPTACLE, AMPS PER PLAN 0 PANELBOARD, SEE SCHEDULES # y DISCONNECT (# = NO. OF POLES / X = FRAME SIZE / Y = FUSE SIZE) 4 MOTOR/PUMP EXHAUST FAN Q1 JUNCTION BOX SD SMOKE DETECTOR 0 CARBON -MONOXIDE DETECTOR SDCMO COMBINATION SMOKE &CARBON -MONOXIDE DETECTOR TELEPHONE OUTLET AT 18" A.F.F. Q DATA OUTLET AT 18" A.F.F. PB GARAGE DOOR PUSH BUTTON CABLE OUTLET DC DOOR CHIME PAD SECURITY KEY PAD �M MOTION SENSOR © CONTACT FOR DOORS/WINDOWS AHU AIR HANDLING UNIT CU CONDENSING UNIT WH WATER HEATER GFI GROUND FAULT CURRENT INTERRUPTER WPGFI WATER -PROOF GROUND FAULT INTERRUPTER VP VAPOR PROOF D DIMMABLE DIED DEDICATED AFCI ARC FAULT CURRENT INTERRUPTER RECEPTACLE BID NOTES: TH€ ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL OF THE WORK SHOWN ON THE ELECTRICAL PLANS MEETS OR EXCEEDS ALL CODES. BRING ANY CONFLICTS TO THE GENERAL CONTRACTOR'S ATTENTION PRIOR TO BIDDING. ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL PLANS TO ENSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND/OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED IN THE BID. NOTIFY THE GENERAL CONTRACTOR OF INTENT TO EXCLUDE ANY ITEMS PRIOR TO BIDDING. ELECTRICAL CONTRACTOR IS ADVISED TO FIELD VERIFY EXISITING CONDITIONS PRIOR TO BIDDING. EVERYTHING REQUIRED TO MEET FIELD & PROJECT REQUIREMENTS SHALL BE INCLUDED IN BID. COMMENCEMENT OF WORK, IS EVIDENCE SUCH VERIFICATION HAS BEEN MADE. ANY FUTURE CLAIMS FOR ADDITONAL MATERIAL/LABOR DUE TO EXISTING CONDITIONS WILL NOT BE APPROVED. COMMUNICATION NOTES: 1. CABLE-COMCAST SERVICE AND CONNECTION BY OWNER. 2. PHONE BOXES & WIRING SHALL BE INCLUDED IN ELECTRICAL CONTRACTOR'S PRICE. PHONE SYSTEM CONNECTION OF SERVICE & PHONE LINE TO HOUSE BY OWNER. 3. NO SPEAKER, INTERCOM, OR (CCTV) SECURITY CAMERA SYSTEMS INCLUDED. 4. PROVIDE STRUCTURAL WIRING SYSTEM FOR CABLE & PHONE HOME RUN FOR EACH SEPARATE ROOM. INCLUDE RECEPTACLE FOR AMPLIFIER INSIDE BOX. LOCATE IN HANGAR AS SHOWN. FIELD VERIFY LOCATION W/ OWNER. HABITABLE ROOM LIGHTING REQUIREMENT: PER 20 1 2 17 FBC R303.1 & R303.. . 1. EACH HABITABLE ROOM SHALL HAVE A AGGREGATE GLAZING AREA AT A MIN. OF 8% OF THE FLOOR AREA OF THE ROOM. 2. GLAZING NOT REQ'D. IF ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE OF 6 FOOTCANDLES (65 LUX) AT 30" ABOVE THE FLOOR. 3. ELECTRICIAN SHALL CONFIRM LIGHTING LOCATIONS SHOWN & SUPPLY LIGHTING FIXTURES ACCORDINGLY TO ENSURE THE MIN. REQ'S. ARE MET OR EXCEEDED. STAIRWAY LIGHTING REQUIREMENT: PER 2017 FBC R303.7. 1. STAIRWAYS SHALL BE ILLUMINATED BY A ARTIFICIAL LIGHT SOURCE CAPABLE OF PRODUCING AT MIN. 1 FOOTCANDLE (11 LUX) AT THE CENTER OF TREADS & LANDINGS. 2. ELECTRICIAN SHALL CONFIRM LIGHTING LOCATIONS SHOWN & SUPPLY LIGHTING FIXTURES ACCORDINGLY TO ENSURE THE MIN. REQ'S. ARE MET OR EXCEEDED. ALL ELECTRICAL WORK TO COMPLY WITH THE LATEST NATIONAL ELECTRIC CODE. IMPORTANT INSTALLATION/LAYOUT NOTES: 1. ALL ELECTRICAL FIXTURES, RECEPTACLES, & SWITHCES SHALL BE ALIGNED, CENTERED AND/OR SYMMETRICAL WHERE POSSIBLE. 2. PROVIDE OFFSETS FROM WALLS AS REQ'D. TO ALLOW FOR CROWN MOULDING, ETC. 3. COORDINATE W/ OWNER, A/C CONTRACTOR, & CONTRACTOR FOR ALL LOCATIONS. 4. CONFIRM ALL DIMMER SWITCH LOCATIONS W/ OWNER. IMPORTANT NOTES: 1. MIN. #12 WIRE OR LARGER, NO EXCEPTION. 2. ALL BREAKERS SHALL BE MIN. 20 AMP. 3. ALL RECEPTACLES SHALL BE AFCI, TYP. SEE NOTE. (EXCEPT FOR GFI RECEPT.) 4. SWITCHES SHALL BE DECORA TYPE. 5. KITCHEN RECEPT. TO BE DECORA TYPE. 6. SWITCHES & RECEP. TO BE WHITE U.N.O. 7. MOUNT RECEPTACLES @ 18" A.F.F. U.N.O. 8. ALL RECEPTACLES TO BE TAMPER -PROOF. AFCI NOTE: ALL 120 V, SINGLE PHASE, 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC, ROOMS, OR SIMILAR ROOMS/AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION -TYPE, INSTALLED TO PROVIDE OF THE BRANCH CIRCUIT (NEC 210-12(B)). SWITCHING AND WIRING NOTES: 1. TYPICAL ALL RECESSED, ACCENT, COFFER LIGHTING IN BEDROOMS, LIVING, HALLWAYS, & MAIN AREAS TO BE CONSIDERED DIMMABLE. VERIFY W/ OWNER. 2. SWITCHING & WIRING LAYOUTS SHOWN ARE DIAGRAMMATIC. SWITCH BANK SWITCHING ORDER MAY DIFFER, VERFIY W/OWN ER. 2. SWITCH BANKS OF (5) OR MORE SHOWN IN (1) ROW MAY BE SEPARATED INTO (2) STACKED SWITCH BANKS OF EQUAL NUMBER, VERIFY W/ OWNER. BREAKAWAY WALL NOTES: 1. NO PIPING, CONDUITS, WIRING, FIXTURES, OR DEVICES SHALL BE RUN IN, THRU, ACROSS, IN FRONT OF, OR BE MOUNTED ON BREAKAWAY WALLS. 2. REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR LOCATIONS. 3. REFER TO FEMA TECHNICAL BULLETIN #9, FOR FURTHER DETAILS. FLOOD ELEVATION NOTE: 1. ALL EQUIPMENT INCLUDING RECEPTACLES, SWITCHES, MOTORS, DISCONNECTS ETC. SHALL BE MOUNTED ABOVE FLOOD ELEV. 7.0 WALLSCONCEAT� i 80" ABOVE STAIR TREAD. i VERIFY LOCATION & HEIGHT W/OWNER. WPGFI HB I II I II BEACH PORCH I I I II I \ II \ _ I HB WPGFI I / ry LJ \ / CABANA BATH48"GFI It it VP,, STORAGE v q1L - I I ti I I AFCI OUTLETS TYP. I 01 � � I ii ll n I I \ t \ SDCM 1. V CU 2 � ll 11 I 'I D u It �® ELEVCU- 1 PGFI I / - L/ / --- HB 48 GFIAHU 148 GFI CLOSET I / / I I (ABOVE) 105 � TO 2nd FLR. -HALL I SWITCH 104 i 48"GFI I t r i 1 ll 48"GFI 7 ljl I � \ SD I I \ STAIR\ I I \ I 103 / \ / it / I 1 It bq GARAGE 13 I. 101 / 48"GFI � I 48"GFI WPGFI / FOYER I I 1 102 I IGARAGE 1 I I I 1 DOOR ll 1 ELEC. \ PANEL'A' 8"GFI 1 ELEC. /PANEL'B'ENTRr IDOOR ---------------- WALL SCONCES MOUNTED @ 80" ABOVE 1st FLR. F.F. CONFIRM W/ OWNER. 1st FLOOR ELECTRICAL PLAN E-1 THIS ELECTRICAL PLAN IS INTENDED TO INDICATE O THE REQUIREMENTS OF THE OWNER. THE DETAILS W OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS 0 AND BY THE LOCAL BUILDING DEPARTMENT. THIS a DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP OR LESS RESIDENTIAL SERVICES OR 800 AMP 0 OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. U HOT TUB BY OWNER. WPGFI @ 126" A.F.F OR IN CEILING, VERIFY LOCATION, SWITCHING, & REQ'S. W/ OWNER. PROVIDE DEDICATED HOT TUB OUTLET. VERFIY REQ'S. W/ OWNER. CENTER VANITY LIGHTS OVER SINKS 84" A.F.F 50A PORTABLE BACKUP POWER GENERATOR SUPPLY/INPUT OUTLET. VERFIY W/ OWNER. i" FIRE RISER REFER TO FIRE SPRINKLER DRAWINGS FOR COMPLETE DETAILS. TANKLESS WH #1 (LP -GAS) W/ RE-CIRC. PUMP, PROVIDE POWER AS REQ'D. TANKLESS WH #2 (LP -GAS) W/ RE-CIRC. PUMP, PROVIDE POWER AS REQ'D. TANKLESS WH #3 (LP -GAS) W/ RE-CIRC. PUMP, PROVIDE POWER AS REQ'D. ELEVATOR EQUIPMENT TO BE MOUNTED AS HIGH AS POSSIBLE. MIN. REQ'D. ABOVE FLOOD ELEV. = 7.0 DOORBELL 'TX' GFI-108" A.F.F. STRUCTURED MEDIA BOX W/ OUTLET (GFI) VERIFY REQ'S. W/ OWNER. SECURITY PANEL W/ W/ OUTLET (GFI) VERIFY REQ'S. W/ OWNER. PHONE U.G. SERVICE VERIFY W/ AT&T REP. CABLE U.G. SERVICE VERIFY W/ CABLE REP. 300 AMP 120/240V U.G. ELEC. SERVICE TO FPL'Tx'. 1 SEE SHEET'C1' FOR CONT. r VERFIY W/ FPL REP. ELEC. METER \ HB III f II co®E G1E • socc i SCALE. 1/4" = 1'-0,, SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 908 S.F. GARAGE: 709 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 71 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6% GARAGE: 700 S.F. 11.5 % COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. ►] i H 0 1 LL N WN_ Q[ ^ i ^ 0 O Q Lift o� V Q �.'Mo LU ftft4 Ct LLI Z ton OD Lu L&j04,0 X LLJ LL O 4,0 Z O Q �} a a � O Iy0 =ri 0 LLJ Z LU J J Ul W K 0000 W 0000 N = Lf )F 0 0 c vI 0 u a > 0 � 0 Z O Q Q 00 LLI 0 W Q '- to 0 � V E( O O r`n 0 z ro U cu -a Z : W > LL O O 3:Li 00 MI U Q W Job Number: I F Drawn By: rss Date: 03-20-19 Sheet Number Z E-1 Q 1 - LA _ __ F PANEL SCHEDULE "A" (EMERGENCY BACK-UP PANEL) LOAD COND I WIRE I POLES AMPS CIRCUIT AMPS I POLES I WIRE I COND I LOAD GARAGE GEN. LIGHTS 1/2" 12 1 1 20 1 2 50 1 2 1 8 3/4" PORT. GENERATOR 50A INPUT W/ INTERLOCK SWITCH GARAGE GFI RECEPTACLES 1/2" 12 1 20 3 4 L I -L I I L GARAGE DOOR OPENER 1/2" 12 1 20 5 6 20 1 1 1 12 1/2- STORAGE ROOM LIGHTS & RECEPTACLES GENERAL EXTERIOR LIGHTS 1/2" 12 1 20 7 8 20 1 1 1 12 1/2"' GREAT ROOM LIGHTS & RECEPTACLES BALCONY EXTERIOR LIGHTS 1/2" 12 1 20 9 10 20 1 12 1/2" BEDROOM #1 GEN. LIGHTS & RECEP. EXTERIOR GFI RECEPTACLES 1/2" 12 1 20 11 12 20 1 12 1/2" BEDROOM #2 GEN. LIGHTS & RECEP. EXTERIOR GFI RECEPTACLES 1/2" 12 1 20 13 14 20 1 12 1/2" BEDROOM #3 GEN. LIGHTS & RECEP. STAIRWELL/HALLWAY LIGHTS 1/2" 12 1 20 15 16 20 1 12 1/2" KITCHEN GEN. LIGHTING GEN. CLOSET LIGHTS & RECEPTACLES 1/2" 1 12 1 1 20 17 18 20 1 12 1/2" KITCHEN GFI RECEP. (SMALL APPLIANCES) CABANA BATH GEN. LIGHTS & RECEP. 1/2" 12 1 1 20 191 20 20 1 12 1/2" KITCHEN GFI RECEP. (SMALL APPLIANCES) POWDER ROOM GEN. LIGHTS & RECEP. 1/2" 12 1 1 20 21 22 20 1 12 1/2" REFRIGERATOR BATH #1 GEN. LIGHTS & RECEP. 1/2" 12 1 20 23 24 20 1 12 1/2" MICROWAVE BATH #2 GEN. LIGHTS & RECEP. 1/2" 12 1 20 25 26 20 1 12 1/2" DISHWASHER MASTER BATH GEN. LIGHTS & RECEP. 1/2" 12 1 20 27 28 20 1 12 1/2" DISPOSAL MASTER SUITE GEN. LIGHTS 1/2" 12 1 20 29 30 20 1 1 12 1/2" TANKLESS WATER HEATER #1 (LP -GAS) MASTER SUITE GEN. RECEP. 1/2" 12 1 20 31 32 20 1 12 1/2" TANKLESS WATER HEATER #2 (LP -GAS) SPARE 1/2" 12 2 20 33 34 20 1 12 1/2" TANKLESS WATER HEATER#3 (LP -GAS) SPARE 1/2" 12 2 20 35 36 BLANK BLANK 37 38 BLANK BLANK 39 40 BLANK PANEL VOLTAGE: 120/24OV, 1 PHASE, 3 WIRE RATED AMPS: 200 CIRCUITS: 40 SERVICE FEED: BOTTOM Cl MAIN LUGS ONLY ■ MAIN 150 AMP BREAKER NEMA RATING: 1 MOUNTING: SURFACE ■ HINGED DOOR ❑ KEYED LATCH ■ FULL NEUTRAL BUS ■ GROUND BUS ■ PLUG-IN CIRCUIT BREAKERS MIN. AIC RATING: 10,000 AMPS SERVICE FEED: #1/0 THHN PANEL SCHEDULE "B" LOAD COND I WIRE I POLES AMPS I CIRCUIT AMPS I POLES I WIRE I COND I LOAD AHU-1 3/4" 10 2 40 1 2 20 2 10 3/4" CU-1 L L L 3 4 L L L AHU-2 1" 6 2 60 5 6 30 2 10 3/4" CU-2 L _L L 7 8 _L _L L AHU-3 1" 6 2 60 9 10 30 2 10 3/4" CU-3 L I J_ 11 12 1 L DRYER #1 3/4" 10 2 30 13 14 30 2 10 3/4" DRYER #2 L L L 15 16 L L I L WASHER #1 1/2" 12 1 20 17 18 20 1 1 12 1/2" WASHER #2 ELEC. RANGE 3/4" 8 2 SO 19 20 40 2 1 10 3/4" ELEVATOR MOTOR L L L Ti 22 L. L L EXHAUST HOOD 1/2" 12 1 20 23 24 20 1 12 1/2" ELEVATOR LIGHTS HOT TUB 1" 6 2 50 25 26 50 2 6 1" FUTURE VEHICLE CHARGER L 1 27 28 L BLANK 29 30 BLANK 31 32 33 34 35 36 37 38 39 40 PANEL VOLTAGE: 120/24OV, 1 PHASE, 3 WIRE RATED AMPS: 200 CIRCUITS: 40 SERVICE FEED: BOTTOM ❑ MAIN LUGS ONLY ■ MAIN 150 AMP BREAKER NEMA RATING: 1 MOUNTING: SURFACE ■ HINGED DOOR ❑ KEYED LATCH ■ FULL NEUTRAL BUS ■ GROUND BUS ■ PLUG-IN CIRCUIT BREAKERS MIN. AIC RATING: 10,000 AMPS SERVICE FEED: #1/0 THHN LOAD CALCULATION LOAD EQUIPMENT CKTS. BREAKER WIRE (WATT) GENERAL LOADS: GENERAL LIGHTING/POWER 12 2OA/1P 12 18,240 (6,080 s.f. X 3 watts/s.f.) ELEVATOR POWER 2 40A/2P 10 7,000 ELEVATOR LIGHTING 1 2OA/1P 12 700 TAN KLESS'LP' WATER HEATER 3 20A/1P 12 3,000 (3 X 1000 WATTS) WASHER (2 X 1,500 W) 2 20A/1P 12 3,000 DRYER (2 X 5,600 W) 2 30A/2P 10 11,200 RANGE 2 50A/2P 8 8,000 EXHAUST HOOD 1 20A/1 P 12 1,800 MICROWAVE 1 20A/1P 12 1,400 DISHWASHER 1 20A/1P 12 1,200 REFRIGERATOR 1 20A/1P 12 1,500 DISPOSAL (1 X 700 W) 1 20A/1 P 12 700 SM. APPLIANCES 1 20A/1 P 12 2,000 (2 X 1000 WATTS) GARAGE DOOR OPENER 1 20A/1 P 12 900 (1 X 900 WATTS) PADDLE FANS 1 20A/1P 12 640 (8 X 80 WATTS) HOT TUB 2 50A/2P 6 9,600 FUTURE VEHICLE CHARGER 2 50A/2P 6 9,600 SPARE 2 20A/1P 12 3,000 SUB -TOTAL 83,480 AIR CONDITIONING LOADS: A/C COMPRESSOR 1 2 20A/2P 10 N/A A/C HEAT 1 2 40A/2P 10 5,500 A/C COMPRESSOR 2 2 30A/2P 10 N/A A/C HEAT 2 2 60A/2P 6 10,000 A/C COMPRESSOR 3 2 30A/2P 12 N/A A/C HEAT 3 2 60A/2P 6 10,000 SUB -TOTAL 25,500 LOAD CALCULATION SUMMARY: FIRST 10,000 WATTS AT 100% = 10,000 REMAINDER AT 40% (73,480 X .4) = 29,392 25,500 WATTS OF HEAT AT 40% = 10,200 TOTAL ESTIMATED CONNECTED LOAD = 49,592 TOTAL AMPS (49,592 / 240 VOLTS) = 207 AMPS SERVICE SIZE: 300 AMPS EXTERIOR WALL ELECTRIC BY FPL. EXISTING PAD MOUNTED TRANSFORMER CONFIRM W/ FPL. -TVr UNDERGROUND 1 /� ELECTRIC SERVICE. CONFIRM W/ FPL PANEL'A' M.C.B.40 CKT. 150 AMP, 120/240V,10, 3W SURFACE MOUNTED, NEMA 1. W/ PORTABLE GENERATOR 50A BREAKER/INTERLOCK KIT. PANEL'S' M.C.B. 40 CKT. 150 AMP, 120/240V, 10, 3W SURFACE MOUNTED, NEMA 1. Oil I I PNL'A' I I PNLO B' 3-#1/0 THHN, 1 1/2" CONDUIT. GROUND FLOOR $ #2 SOLID OR STRAND CU GROUND TO 5/8" DRIVEN ROD, COLD WATER PIPE, FOUND. STEEL U.F.E.R. GROUND REQ'D. ELECTRICAL RISER DIAGRAM N.T.S. WALL SCONCE AT 80"- ABOVE INTER. LANDING, VERIFY LOCATION & HEIGHT W/ OWNER. CENTER VANITY- LIGHT OVER SINK„ 84" A.F.F THIS ELECTRICAL PLAN IS INTENDED TO INDICATE 0 THE REQUIREMENTS OF THE OWNER. THE DETAILS W OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED Q BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS:DATE ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES o COMMENTS O AND BY THE LOCAL BUILDING DEPARTMENT. THIS DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP I - - - - - - - - - - - - - - - - - I OR LESS RESIDENTIAL SERVICES OR800AMP -------------------------------- OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. U SUNRISE PORCH I I IE i W ■ WPGFI @ 138" A.F.F I I I WPGFI @ 150" A.F.F - OR IN CEILING, VERIFY I \ I OR IN CEILING, VERIFY I LOCATION, SWITCHING, I I I \ I I U & REC'S. W/ OWNER. I I I \ I &CAT SON, OWNER. SWITCHING, Q WALL SCONCES MOUNTED I I FLOOR OUTLET \ WPGFI VERIFY PLACEMENT \ i WPGFI @ 80"NF RM VE W12nd FLR. F.F. I I W/ OWNER. \ / HB CONFIRM W/OWNER. Q \ it it I W _ \ 0 - MASTERLL BEDROOM I ' 311 ZI 0 \ _ AFCI OUTLETS TYP. 0 _ / I I I Q W N IY LL 0 di d I rlgi_�_ I""1 -dil I L I __ Z aQ3 0 t�IQZ CC LU GFI ITI I LV -.4U 1 SD \ GFI \ 48"GFI O KITCHEN COUNTER/ - %r 1 V) SMALL APPLIANCE - RECEPTACLES 48"GFI LF TOTAL OF (11) CENTER PAIR OF VANITY H (DISHWASHER ) \ F � �' / I MASTER I LIGHTS ON SINK, 64" A.F.F O LV 0 RECEPTACLE I I ELEV -(�t�" I \ U UNDER SINK. \ I �> I T II H I rI, 5 a z DISPOSAL I I \ I a¢ I I 310 48"GFI RECEPTACLE < p� a UNDER SINK. I I �,` A CENTER PAIR OF VANITY 0 MICRO 66" A.F.F. L _ J LIGHTS ON SINK, 64" A.F.F a 0 LL, U i / I Ln 0 48°GH W Ul MASTER STAIR ' HALL SHOWER I z L \ EF-1 GFI ® / EF-1 VP I m �WALL SCONCE AT 80" _ TO 2nd FLR �- ,-- I � ABOVE INTER. LANDING. SMITE IQ VERIFY LOCATION & GFI I 2 HEIGHT W/OWNER. I / MECHI AWU-2 GFI try I (A W A / I O 00 tC 00 000 lc W 0 Ln \.ILI I \ I 00 ATTIC LIGHT, TYP. (1). c Ln I MASTER I & ATTIC GFI OUTLET. a l7 CLOSET \ } 0 I I I Ib9 CENTER VANITY ( I�\ F J I o LIGHT OVER SINK, 48"GF I I Q O W 84" A.F.F CENTER VANITY LIGHT OVER SINK, 84" A.F.F 2nd FLOOR ELECTRICAL PLAN E-2 SCALE. 1/4" = V-O" WALL SCONCES MOUNTED @ 80" ABOVE 2nd FLR. F.F. CONFIRM W/ OWNER. 111 1 I 2 3rd FLOOR ELECTRICAL PLAN E-2 / SCALE. 1/4" = 0 CC `- ) 0 m0 z MU W -0 'o_ U • c z j LL ' a o>>U - Map- 00 > W I- m MI N J U Q Q F- Q j_U W F 1 Ci CD LL cc: I N p�> z/¢ K W � a w 0 - ✓ u. K FtEVIEVVF Lj d �� ; '� � Y �.i� � ME,, Job Number: _x LU IE � � Drawn By: rss BO Date: 03-20-19 Sheet Number z E-2 0 - f- PLUMBING NOTES 1. PROVIDE COMPLETE PLUMBING SYSTEM AS CALLED FOR JIL3"VTR ON PLANS AND AS REQUIRED TO MEET APPLICABLE CODES. I 2. PLUMBING SHOWN IS DIAGRAMMATIC AND SHALL FOLLOW 3"VTR--� THE LATEST EDITION OF ALL APPLICABLE LOCAL CODES AND I STATE CODE REQUIREMENTS. 3. TIE INTO DOMESTIC WATER SYSTEM & SEWER SYSTEM. VERIFY I /-2"V LOCATIONS & REQUIREMENTS W/ UTILITY DEPARTMENT. I `� 4. COORDINATE WORK WITH ALL TRADES. THE CONTRACTOR IS - TUB RESPONSIBLE FOR SAWCUTTING OF SLAB OPENINGS, AND 3"VTR i PATCHING AS REQUIRED TO ACCOMMODATE PLUMBING WORK. JIL lI/ / �-1 1/4"V f `I�2 V � � / 5. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 3"VTR-4 VENT RUNS 6. PLUMBING CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS. I WC 3"v FLOORCHORIZ 2nd `2••v /I �12" FLOOR CEILING. � 2"v 7. DOMESTIC WATER PIPING WITHIN THE BUILDING SHALL BE HARD TEMPER �� / / �--1 1/4"V COPPER TUBING, TYPE L, WHERE RUN IN WALL OR CEILING SPACES. SOFT / / 3" 2" y 1 1 DRAWN JOINT'S COPPER, TYPE L, SHALL BE USED BELOW GRADE OR IN / / z'v� / I LAV CONCRETE SLABS. /' I 8. SANITARY PIPING SHALL BE SCHEDULE 40 PVC. i 3° +-2"V 1�-2"V I LAV 9. VENT PIPING SHALL BE SCHEDULE 40 PVC. I I 1 11/4" 10. MINIMUM SLOPE FOR ALL WASTE PIPING BELOW BUILDING SLABS SHALL BE `__2"v I I I 1/8" PER FOOT. IF REQUIRED DRAINAGE SLOPE CAN NOT BE MET WHERE I I I I 2" CONNECTING TO EXISTING UTILITIES, SURVEY ELEVATION AND LOCATION 11/2" 1 FD AND SUBMIT ALTERNATE SCHEME FOR ENGINEERS REVIEW. LAV I 11/4" 11. PROVIDE CLEAN -OUTS WHERE SHOWN AND AS REQ'D. BY CODE. I 1 WB >3- 12. INTERIOR CLEAN -OUTS SHALL BE LOCATED IN CABINETRY OR 3" I W/ OWNERS PRIOR APPROVAL IN WALLS W/ DECORATIVE COVERS. 13. PLUMBING CONTRACTOR SHALL ROUGH -IN, INSTALL, & MAKE 3 WC 1 z CONNECTIONS FOR ALL FIXTURES & RELATED ACCESSORIES. TUB ib3" 14. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND 2„ WORKMANSHIP FOR ONE (1) YEAR AFTER COMPLETION AND ACCEPTANCE 3" BY THE ARCHITECT. HE MUST CORRECT ANY DEFECT THAT OCCURS DURING THAT INTERVAL WITHOUT ADDITIONAL COST TO THE OWNER. 3" I 3"V 3" 3" J�2"V 15. AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE 3/4" PVC. 2nd FLOOR T 2nd FLOOR SHALL BE PROVIDED & INSTALLED BY THE A/C CONTRACTOR. 3" SANITARY srncK --3" VENT STACK 3" SANITARY STACK 2 VENT UP TERMINATE CONDENSATE LINES WITH GOOSENECK PER CODE. 16. CONTRACTOR TO VERIFY ALL REQUIREMENTS OF EQUIPMENT WITH DOWN FROM 3rd FLOOR. I UP TO 3rd FLOOR. DOWN FROM 3rd FLOOR. TO 3rd FLOOR. I MANUFACTURER PRIOR TO ROUGH -IN &INSTALLATION. 3" SANITARY STACK I DOWN FROM 3rd FLOOR. I 17. THE FOLLOWING FIXTURES REQUIRE HOT WATER: I a. SINK e. SH1 i. TF1 /TUB3 1 b. LAV1 f. SH2 / TUB(1)(2) j. DW / DISHWASHER / / I 4­2"V c. LAV2 g. SH3 k. WB / WASHER / `� I PED d. PED h. SH4 r I 3"v ` 18. SHOWERS & TUBS MUST BE EQUIPPED W/ HOT-WATER TEMPERATURE `� STUDOR LIMITING VALVES OR OTHER DEVICE MAX, 1200 F. t-z V `� 1 1/2" VENT 19. TANKLESS HOT WATER HEATERS MUST BE EQUIPPED W/ A WATER 1 1 2„ T-1-1/2°V TEMPERATURE LIMITING CONTROL SET FOR A MAX. OF 1400 F. `� WCO SINK 20. PROVIDE A HOT WATER RE -CIRCULATION LOOP FOR EACH IZ3" " ��2" WC 3 2' HOT WATER SYSTEM, CONFIRM W/ OWNER. 21. THE FOLLOWING FIXTURES ARE FOR BASIS OF DESIGN. OWNER TO ` 3" SELECT ACTUAL FIXTURE PACKAGE. REFER TO CONTRACT FOR 3" FIXTURE ALLOWANCE IF APPLICABLE. \ \ �' 3" 2" SINK: KITCHEN SINK: APRON -STYLE W/ FAUCET. 3" VENT RUNS HORIZ. �Z DISP: DISPOSAL W/ OPTIONAL AIR SWITCH. TUB WC IN 1st FLOOR CEILING. 2 DW: DISHWASHER, PROVIDE HOOK-UPS.` REF: REFRIGERATOR/FREEZER: PROVIDE WATER SUPPLY LINE. T- \� LINE TO BE "ROUGHED -IN" WITHIN THE WALLS BEHIND U 2" 1 ` REFRIGERATOR W/ RECESSED OUTLET BOX & VALVE. \ WB: WASHER PLUMBING RECESSED OUTLET BOX. 3" WCO +-z V WH: HOT WATER HEATER: INDOOR TANKLESS LP -GAS W/ T4„ 3" LAV I PROGRAMMABLE INTEGRATTED RE -CIRCULATION PUMP. LAV1: BATHROOM SINK W/ FAUCET. 3, LAV2: MASTER BATHROOM SINK W/ FAUCET. 3" PED: PEDESTAL SINK W/ FAUCET. z WC: TOILET: SUPPLY-LINE/VALVE AT ±8" A.F.F. TO AVOID BASEBOARDS, CONFIRM W/ OWNER. 3 WC TUB1: BATHTUB #1: 32" X 60" ALCOVE. 4" 4�--3"v 3^ TUB2: BATHTUB #2: 30" X 60" ALCOVE. FD TUB3: BATHTUB #3: 36" X 66" FREE-STANDING. SH1: SHOWER #1: VALVE, TRANSFER VALVE, VALVE TRIMS, 2nd FLOOR- _2nd FLOOR WALL -MOUNTED SHOWER HEAD & HANDSHOWER. SH2: SHOWER #2: VALVE, TRANSFER VALVE, VALVE TRIMS, 4" SANITARY STACK 3" VENT STACK DOWN FROM 2nd FLOOR. UPT02nd FLOOR. VENT FD DOR WALL -MOUNTED SHOWER HEAD & HANDSHOWER, DIVERTER, BATH SPOUT, TUB DRAIN, & OVERFLOW DRAIN. V SH3: SHOWER #3: VALVE, VALVE TRIM, & HANDSHOWER. z"v SH4: SHOWER #4: VALVE, TRANSFER VALVE, VALVE TRIMS, 2 WALL -MOUNTED SHOWER HEAD & HANDSHOWER, I RAINHEAD, & BODY SPRAYS. TF1: BATHTUB FAUCET: WALL OR FLOOR MOUNTED W/ I HIGH -FLOW FILL VALVE & HANDSHOWER. I 2" FD1 3" FLOOR DRAIN W/ COVER. I 2"V- , , FD2: 28" LINEAR FLOOR DRAIN W/ COVER. 3 \ I I �1 1/4"V HB: HOSE BIBB, VERIFY LOCATIONS W/ OWNER. SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 908 S.F. GARAGE: 709 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 71 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5% COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. LAV I WB `�\ /�I / I / 2" `��2 V / / 1 1/4' y 3" 2„V / 2„V� 3„ 3, 2„ 3" / / 3„ FD 2° WC I / 4" T__3"V I / / I / I / / / / i ,A I � 4" 4-3"V I J 4" PVC SCH40 SANITARY SEWER SYSTEM. SEE SITE PLAN & SURVEY FOR CONTINUATION. VERIFY LOCATION & REQUIREMENTS W/ UTILITY DEPARTMENT. 1st FLOOR 1st FLOOR WASTE RISER DIAGRAM N.T.S. PET WASH SHOWER INEVENT. .O 2" VENT 4" C.O. 4 STORAGE 107 3" BEACH PORCH 1 D �� LAUNDRY - ' ELEV i ca W - I L \Z\ CLOSET 105 FOYER 102 i �i ENTRY PORCH tUK (.UN 1 INUA I IUN. V EKItY LOCATION & REQUIREMENTS W/ UTILITY DEPARTMENT. HALL 104 HOT TUB BY OWNER. LP �_ _ _ _ LAV1 l BATH AC CABANA W. H/C S I ACCESS. �I _ 1 M 2" VENT I------1 AHU-1 L(ABOVE) _I ALL CONDENSATE & EMERGENCY DRAIN PIPING BY HVAC CONTRACTOR. THIS PLUMBING PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS OF THE PLUMBING SYSTEM SHALL BE DETERMINED BY A PLUMBING CONTRACTOR LICENSED ACCORDING REVISIONS: TO CHAPTER 489 OF FLORIDA STATUTES AND BY No: DATE COMMENTS THE LOCAL BUILDING DEPARTMENT. THIS DESIGN IS ALLOWED BY CHAPTER 471 FOR PLUMBING SYSTEMS HAVING FEWER THAN 250 FIXTURES OR ACCOMMODATES 100 OR FEWER PERSONS. 1-1/4" VENT S HB FIRE SPRINKLER MAIN SHUT-OFF VALVE AT BUILDING LINE. l l V FIRE RISER, REFER TO tl ' FIRE SPRINKLER DRAWINGS FOR COMPLETE DETAILS. l TANKLESS WH #1 (LP -GAS) W/ RE-CIRC. PUMP, PROVIDE POWER AS REQ'D. l l TANKLESS WH #2 (LP -GAS) W/ RE-CIRC. PUMP, PROVIDE POWER AS REQ'D. TANKLESS WH #3 (LP -GAS) W/ RE-CIRC. PUMP, PROVIDE POWER AS REQ'D. It R ll It It 11 It GARAGE 101 11 �1" FIRE SPRINKLER SYSTEM WATER SERVICE. 11 ll ' ll li ll I 3" VENT STACK WCO UP TO 2nd FLOOR. I 4„ ti 4" SANITARY STACK DOWN FROM 2nd FLOOR. ELEC. R PANEL A' 11 ELEC. PANEL'B' HB HB MAIN POTABLE WATER SHUT-OFF VALVE AT BUILDING LINE. -- -- OFF 1 1 112" MAIN WATER SERVICE. REV� EWEPLIANCE I SEE SITE PLAN & SURVEY CODE COM J LOCATIIONIREQUIREMENTS R MENTS ST. LFOR CONTNUATION. VERIFYIVC�E COUNTY W/ UTILITY DEPARTMENT. BOCC BREAKAWAY WALL NOTES: 1. NO PIPING, CONDUITS, WIRING, FIXTURES, OR DEVICES SHALL BE RUN IN, THRU, ACROSS, IN FRONT OF, OR BE MOUNTED ON BREAKAWAY WALLS. 2. REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR LOCATIONS. 3. REFER TO FEMA TECHNICAL BULLETIN #9, FOR FURTHER DETAILS. FLOOR PLUMBING PLAN FIRE PROTECTION NOTE: THIS RESIDENCE SHALL BE PROTECTED WITH A COMPLETE FUNCTIONING FIRE SPRINKLER SYSTEM COMPLYING WITH REQUIREMENTS OF NFPA 13-R AND ST. LUCIE COUNTY FIRE DEPT, REQUIREMENTS PROVIDE SHOP DRAWINGS FOR REVIEW. SEPARATE FIRE DEPARTMENT PERMIT REQUIRED. SCALE. 114" = V-0" N o110 O Z0 O 0) WZ�o � �011.4� � WV 0 W 0Q�a cc 0 a Z o V ' 00 00 N Q� 00 �Ln c Ln } U n: J O D_ 0 f V Q) vi - �c V O Z rMn U N `o • � ' ' LL at Cl O_ - 00 (V -',d M rc N J O I- 1 � C pC V Z < Job Number: Drawn By: rss Date: 03-20-19 Sheet Number P-1 3" VENT STACK UP TO 3rd FLOOR. 2" VENT WALL CLEAN -OUT W/—� COVER PLATE IN CABINETRY. 3" SANITARY STACK — DOWN FROM 3rd FLOOR. OCEAN PORCH LP II \, III HB — J ---- GREAT ROOM I 211 I I I I I I I I I I 1 I I I I I � I r------ L-----I I I i r - -1 — J I KITCHEN — — — — — — — — 210 [DW I Ll DISP SINK L !o� ELEV L - 2„ I;I I I I POWDER ROOM F — — _ �' J 07 PED — — J 2' 2 VENT /' M 2„ STAIR WC 09 HALL 3" WALL CLEAN -OUT W/ COVER PLATE IN KITCHEN CABINETRY, OR W/ DECORATIVE 08 COVER IN POWDER ROOM, VERIFY W/ OWNER. 3" 3" SANITARY STACK DOWN FROM 3rd FLOOR. n j� �\C3„ LAV1 Il BEDROOM #2 06 CLOSET os CLOSET BATH #2 203 04 WC 3^ FD1 3„ LAV1 WcoSH1 \ 3, 2,. VENT 3" VENT STACK WALL CLEAN -OUT W/ UP FROM 1 st FLOOR. COVER PLATE IN CABINETRY. 4" SANITARY STACK 3" SANITARY STACK DOWN TO 15t FLOOR, DOWN FROM 3rd FLOOR. BEDROOM #1 01 1-1/2" STUDOR VENT IMPORTANT LAYOUT NOTE: DASHED LINES REPRESENT AIR HANDLERS & DUCTWORK DIRECTLY BELOW FLOOR. SANITARY PIPING DESIGNED TO AVOID POTENTIAL CONFLICTS & MAXIMIZE CEILING HEIGHTS. VERIFY W/ ALL TRADES FOR ANY ADDITIONAL CONFLICTS BEFORE INSTALLATION & BEFORE ANY RE-ROUTING OF SYSTEM AS SHOWN PER THESE PLANS. 1 2nd FLOOR PLUMBING PLAN P_2 SCALE.:114" _ i I ALL CONDENSATE & I MASTER EMERGENCY DRAIN I BATH PIPING BY HVAC LAV21 , CONTRACTOR. I I 310 I nw^ IELEV 7B3 LJ --- 2. I as I 2 I, L—_J J HALL I LAV21 — I W.C.I I l 30 I l` II'I--- I 08 2, v ._ I MASTER STAIR WC 3 SHOWER VTR FD2 3 2^ 2„ 304 f 3„ SH4 THIS PLUMBING PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS W OF THE PLUMBING SYSTEM SHALL BE DETERMINED BY PLUMBING CONTRACTOR LICENSED ACCORDING REVISIONS: TO CHAPTER 489 OF FLORIDA STATUTES AND BY No: DATE COMMENTS 0 THE LOCAL BUILDING DEPARTMENT. THIS DESIGN a IS ALLOWED BY CHAPTER 471 FOR PLUMBING cl� SYSTEMS HAVING FEWER THAN 250 FIXTURES 0 OR ACCOMMODATES 100 OR FEWER PERSONS. U Z W K F U W F- I U Q Q W 0 LL N WN O � 0 I Q F L,V M 0 V 71: >- LAJ _ Z °��'oI VT cc O L.L 0 4 X I OC LL O i, VLL C ) Q' z p0 �•z a a OLL.J Ln 0 —1-1/4" VENT „i - �-�— - - 2" VENT fv1EG AWU-2 2" VENT UP I W m I = 3 5 s FROM 2nd FLOOR) 3 I L 3" SANITARY STACK I DOWN TO 2nd FLOOR ALL CONDENSATE & 3 — EMERGENCY DRAIN PIPING BY HVAC I I I L----— — — — — — — I CONTRACTOR. J I I f------------------� I rr-�� I L_ j I I MASTER - CLOSET I I 04 I I I I illl I I I J II 3 I I F -- --� L-----� 3" VENT STACK— BATH #3 UP FROM 2nd FLOOR I I I ao 0 I CLOSET 3" VTR �. I LAV1 ` 303 - I I I 3 3" SANITARY STACK I 3" SANITARY STACK I DOWN TO 2nd FLOOR DOWN TO 2nd FLOOR I WC I I - 2 - I TUB2 I `SH2 BEDROOM #3 I I I I L--- - - - - - - SUNSETPORCHI L — — — — — — -1 L ---1J -rl I I I L------------I pF� F1EV1EWMpt1ANGs c��F. cC GO00" ST.1'U BOCC iZ 2 3rd FLOOR PLUMBING PLAN z P-2 SCALE., 1/4', SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 891 S.F. GARAGE: 700 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 97 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5 % COVERED PORCHES: 489 S.F. 8.0 % COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. � F Y ry)N J U K F_ Q \!;!� W F- D' � �- \O LL 09 �� 0 �iia tL AL,LU a _ _ _...... / � LL 0 a W Job Number: Drawn By: rss VI Date: 03-20-19 0 Sheet Number Z P-2 0 I