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MM C NI III ❑' ZX N w ` _ %�_._ I N 1� == = / % ❑III�JIIIIII ❑IIIIhl1111 ❑❑ //r ❑ICS _ ❑ � %. •• C] '• � ® • CJ % _ .._�, __'•__ � 1 CJI❑ ill •• � ❑1 ❑I�. / / /��❑ MM MM A FORM 110 MW - a �❑1❑ I ® �1 ❑ ®. ice, "' �■ ❑1 ❑ im— _ _ MM Is M — ❑1❑1❑ ❑1❑ •• ❑1❑ •• ❑1❑ � �� a .. .� ❑❑ .• BALUSTRADE RON o MATCH EX I ST 11 (TY 24'-0" 21V - 8" B UI L DING OVERALL MODEL D / MODEL D (REVERSE) AREA CALCULATIONS FIRST FLOOR A/C 650 . 00 SF SECOND FLOOR A/C 1,083. SF TOTAL A /C 1,133.00 SF COVERED ENTRY (FRONT) 80. 00 SF GARAGE 366. 00 SF N _ U Q E 24'-0" MOD D / M O DEL D (REVERSE) AREA CALCULATIONS FIRST FLOOR A/C 650. 00 SF SECOND FLOO A/C 10 83. 00 SF TOTAL A/C 1,133. 00 af= COVERED ENTRY (FRONT) 80 . 00 OF GARAGE 366. 00 SF BALUSTRAD MATCH EXIST 24' - 0 " (TYP V.I.F.) 24 MODEL C / MODEL C (REVERSE) AREA CALCULATIONS FIRST FLOOR A/C 554. 00 SF SECOND FLOOR A/C 1,101 . 00 SF ABOVE - 16' -0" 18' -0" ( -O" 24 1- 0 11 MODEL — D C REVERSE 24 1 - 0 11 MO D / MO DEL D (RE AREA CALCULATIONS FIRST FLOOR A/C 650. 00 SF SECOND FLOOR A/C 1,083. 00 SF TOTAL A/C 1,133 00 _aF COVERED ENTRY (FRONT) 80 00 SF GARAGE 366 . 00 SF GENERAL N 1. ALL GLASS IN DOORS AND ALL SLIDING GLASS DOORS TO BE TEMPERED 2. ALL GLASS SHOWER AND TUB ENCLOSURES TO BE TEMPERED 3. GLASS OR MIRRORS INMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL MIRROR INSTALLATION PER MFGR SPECS TO REST ON FLOOR, BASE, COUNTER TOP OR BACK SPLASH AS REQUIRED. 5. ALL BATHROOM FLOORS AND BASES SHALL BE OF IMPERVIOUS MATERIAL. 6. ALL FIXED GLASS SHALL BE 1/4" THICK (U.N.O.) EMERGENCY EGRESS UJINDOW5 AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT AND 51 SF. IN ARI=A. _ HE IGHTS - ALL BEAM HEIGHTS ARE MEASURED FROM REFERENCE FINISH FLOOR (+0'-0 ") ALL CEILING HEIGHTS ARE MEASURED FROM FINISH FLOOR IN EACH ROOM. SEE FLOOR PLANS AND ELEVATIONS FOR WINDOW HEIGHTS. MODEL D / MO DEL D (RE VERSE) AREA CALCULATION5 FIRST FLOOR A/C 650 . 00 SF S FLOOR A /C 1,083. 00 SF TOTAL A/C 1061. 00 SF TOTAL A/C 1,133 . 00 SF COVERED ENTRY 4S . 00 SF COVERED ENTRY (FRONT) 80 . 00 SF COVERED PATIO 12 . 00 SF GARAGE 366. 00 SF GARAGE 434. 00 SF GARAGES OPENING PROTECTION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 IN. (35MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 IN. (35MM) THICK, OR 20- MINUTE FIRE -RATED DOORS. DUCT PENETRATION DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (OA8MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SEPARATION REQUIRED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 IN. (12.1MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 IN. (15.9MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 IN. (12.71MM) GYPSUM BOARD OR EQUIVALENT. FAfRT I AL F I S ST FLOOR FLAN SCALE: 1/4" = 1' -0" NOTE: THIS RESIDENCE SHALL REQUIRE DADE COUNTY PRODUCT- APPROVED HIGH - IMPACT RESISTANT GLASS AT ALL NEW DOORS AND WINDOWS. (UNLESS NOTED OTHERWISE) Revisions: Date: BLDG. DEPT. COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 w� Q� v� Q W� dH z 9 O lu O O U � UF O L O O� Job No.: 02801 3 -9 Date : 4 -3 -2014 No of Sheets : 20 e 2� a JU S-rA7-e OF " A�2,0 I PAUL E. HAG e �� k58/ � 1280 HEATHER RI1 09 DUNEDIN, FL. 34698��1 b5 e_r It .- 0 ' a 1 CONTRACTOR SHALL COORDINATE ALL WINDOW AxD I VIEWED ,�r DATE DOOR MASONRY OPENINGS W/ DOOR 4 WINDOW I MANUFACTURER PRIOR TO BLOCK WALL INSTALLATION Structural i AND TIE BEAM POUR E lectrical �•1 -t Tlumbing 1 I NOTE' Iviechanical BUILDER MUST COMPLY WITH ALL REQUIREMENTS OF THE w &Z l s FLORIDA BUILDING CODE 2010 BOTH EXISTING AND NEW z rester 1 CONSTRUCTION 1 re Police NOTE: Other BUILDER TO VERIFY ALL DIMENSIONS IN THE FIELI: PRIOR Processed TO ANY NEW CONSTRUCTION AND REPORT ANY DISCREPANCY TO THE ENGINEER OF RECORD SO THE y' APPROPRIATE ADJUSTMENTS MAYBE MADE. A!1 work invoiced oh this permit sha.N conform with City of Boyntol Beach B Cedes a13 MTWS -METAL THRESHOLD W/WEATHER STRIPI='ING 24'-0" MOD D / M O DEL D (REVERSE) AREA CALCULATIONS FIRST FLOOR A/C 650. 00 SF SECOND FLOO A/C 10 83. 00 SF TOTAL A/C 1,133. 00 af= COVERED ENTRY (FRONT) 80 . 00 OF GARAGE 366. 00 SF BALUSTRAD MATCH EXIST 24' - 0 " (TYP V.I.F.) 24 MODEL C / MODEL C (REVERSE) AREA CALCULATIONS FIRST FLOOR A/C 554. 00 SF SECOND FLOOR A/C 1,101 . 00 SF ABOVE - 16' -0" 18' -0" ( -O" 24 1- 0 11 MODEL — D C REVERSE 24 1 - 0 11 MO D / MO DEL D (RE AREA CALCULATIONS FIRST FLOOR A/C 650. 00 SF SECOND FLOOR A/C 1,083. 00 SF TOTAL A/C 1,133 00 _aF COVERED ENTRY (FRONT) 80 00 SF GARAGE 366 . 00 SF GENERAL N 1. ALL GLASS IN DOORS AND ALL SLIDING GLASS DOORS TO BE TEMPERED 2. ALL GLASS SHOWER AND TUB ENCLOSURES TO BE TEMPERED 3. GLASS OR MIRRORS INMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL MIRROR INSTALLATION PER MFGR SPECS TO REST ON FLOOR, BASE, COUNTER TOP OR BACK SPLASH AS REQUIRED. 5. ALL BATHROOM FLOORS AND BASES SHALL BE OF IMPERVIOUS MATERIAL. 6. ALL FIXED GLASS SHALL BE 1/4" THICK (U.N.O.) EMERGENCY EGRESS UJINDOW5 AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT AND 51 SF. IN ARI=A. _ HE IGHTS - ALL BEAM HEIGHTS ARE MEASURED FROM REFERENCE FINISH FLOOR (+0'-0 ") ALL CEILING HEIGHTS ARE MEASURED FROM FINISH FLOOR IN EACH ROOM. SEE FLOOR PLANS AND ELEVATIONS FOR WINDOW HEIGHTS. MODEL D / MO DEL D (RE VERSE) AREA CALCULATION5 FIRST FLOOR A/C 650 . 00 SF S FLOOR A /C 1,083. 00 SF TOTAL A/C 1061. 00 SF TOTAL A/C 1,133 . 00 SF COVERED ENTRY 4S . 00 SF COVERED ENTRY (FRONT) 80 . 00 SF COVERED PATIO 12 . 00 SF GARAGE 366. 00 SF GARAGE 434. 00 SF GARAGES OPENING PROTECTION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 IN. (35MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 IN. (35MM) THICK, OR 20- MINUTE FIRE -RATED DOORS. DUCT PENETRATION DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (OA8MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SEPARATION REQUIRED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 IN. (12.1MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 IN. (15.9MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 IN. (12.71MM) GYPSUM BOARD OR EQUIVALENT. FAfRT I AL F I S ST FLOOR FLAN SCALE: 1/4" = 1' -0" NOTE: THIS RESIDENCE SHALL REQUIRE DADE COUNTY PRODUCT- APPROVED HIGH - IMPACT RESISTANT GLASS AT ALL NEW DOORS AND WINDOWS. (UNLESS NOTED OTHERWISE) Revisions: Date: BLDG. DEPT. COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 w� Q� v� Q W� dH z 9 O lu O O U � UF O L O O� Job No.: 02801 3 -9 Date : 4 -3 -2014 No of Sheets : 20 e 2� a JU S-rA7-e OF " A�2,0 I PAUL E. HAG e �� k58/ � 1280 HEATHER RI1 09 DUNEDIN, FL. 34698��1 b5 24 1 - 0 11 V A.G.U. W/ DISC. 5' 3" 6' 6' - -- 101 - - - - "�- _ 101 — W O + 6 11 - l j DBL SIN IC 2 1 W/DISP la all 15' -6" � 4" -6" I� E K C�-1EN V -0 CLI - p O O FT_ 0 5. tu AT R OOM 1 1 O O 9 " -0 CLG. CABINETS BY OTHERS �, IQ 1 I I ai � II ELEV.:O'- " I I REf. REF. FIN F R 21 1 8' 3' -8" Nt 17' -4" 4' - 107 N 1 T T - 1 2' -0" m 104 DINING 54EEL CbLUMN 9' -0" C LG. L L L _j LA 34 TO 38 1114. co 8 RAILING TO ► �, REJECT 4 "0 SPHERE (I 6 U U m (TYP@STAIR) N J _I I_q]�II 12' -10' - 4 3' -0 1 co _ 5 111111 ►� _ Lu 4 IN0 42" HAND RAIL I - 105 O 3 1 �4 Z 2 a DN 4" 12'- 101 p 1 ,n U _ We 1 — 3 '_ 4 11 0l o - — WL OYE 8' - 0" CLG. s m � lol _ 5' - = 1' -q ' 6 -2 It 8 11 -m" w _ MI R -11 GATT L , � _ �'' INSULATION TYP WALL BETWEEN _uI t j GARAI 4 LIVING o - ■ i ■ 1 SPACE � 2 1 11 11 a 181 011 2 -411 � 3 W_ � O 1 1f�? 1 fo0 0 - 1u �r PRE-CAST---/ ( � � -�-�� - - - -- � - - - -- - - --I BALUSTRADE TO I I U V 2 CAR GARAGE I MATCH EXIST f I I C OVE� (TYP V.I.F.) ENTR o O i 81_611 GL o 1 1 j U IN. FL A. 1 18' O" z - � I FA I 102 _ co l olls co , s ■ co �1 N I ■ ■ cA cA ■ co - 1 ® $AB FLOOR L--- - - - - -- LINE OF FLOOR A 1309E 4 L&lt_o, 0-011 1111-0 6' -0 18' -0 _ 24 1 -0 11 1 — MODEL - D � PRE -CAST ' BALUSTRADE TO MATCH EX 1ST 24' - 0 " (TYP V.I.F.) MODEL D / MODEL D (REVERSE) AREA CALCULATIONS FIRST FLOOR A/C 650. 00 SF SECOND FLOOR A/C 1083 00 SF TOTAL A/C 1,733. 00 8,F COVERED ENTRY (FRONT) 80 . 00 SF GARAGE 366. 00 SF WALL LOGR TYPICAL PARTITION NO. 25 CHANNEL SHAPED STUDS AT 24" O.G. WITH 5 /8" SHEETROCK EACH SIDE. (16" O.G. B WET AREAS) 16 GAUGE STUDS g ALL DOOR OPENINGS.(U.N.O.) NO. 25 CHANNEL SHAPED STUDS AT 24" O.G. WITH 5/8" SHEETROCK EACH SIDE. (16" O.C. a WET AREAS) 16 GAUGE STUDS m ALL DOOR OPENINGS.(U.N.O.) W/MIN. R- 11(SEE ENERGY CALS) 5ATT INSULATION SEE GARAGE AND CARPORTS NOTES. CONCRETE B WALL 1111111 1 Ist FLOOR WINDOW SCHEDULE MARK WINDOW AREA CALCULATIONS MARK REMARKS SIZE TYPE SILL 101 3 r'x 5 - 0" S.H. COVERED PATIO 72 . 00 SF toe 3'- ?'x 4- 0" S.N. 0 2 8 "x 8 0" NOTES: 1. GC TO VERIFY ALL ROUGH OPENINGS IN FIELD FOR PROPOSED WINDOW OR DOOR FIT PRIOR TO ORDERING 2. I3UILpER TO V.IF. W/ OWNER ALL PRODUCT 4 MATERIAL SELECTIONS 24 2 • LO 101-411 0 -1011 • \l ❑❑ 1111111111111111❑ 1111111111111111❑ 1111111111111111 ❑! ❑DI li ❑❑ 11111111111111❑= ❑IIIIIII�IIII ❑:��C7111 ❑ ❑ _ CC • _ _ _ _ ,,COVER _. • :: �� . —•• _ _ —•• _ I - ' _ _ - • u — II I- a ll E71 [I • = REM _ wr, wr w �� MCC W\0M M. M. �1�L7�= �Ci91111❑ = alll��i �+ _ �1'1111ILI I == . . _ i }. ❑ : fir '' ° I� • C: BY OTHERS MM C -- -- FAMILY ROOM FAMILY ROOM � \� ii \poi \� :� � I ;\ r� \ \. rgwi� \ \qi� 7iw \ \•!i�0'! /q \•!ii \ \• /ii _:\\ % /��: / /�\\ % /w\\ % /w \� .�. / /�� % /w� / I \ / /�\ p��: % /� \\ S I - 0 1 1 CLG ww_ w w LO M C4 VIA M.Cm I m M E i/� 1 , \�.,i + � \ , % i I I : \\ _ • " U�\\% D\% w\\/.\\ %D� %.\\ %. \�LJ /q \•!6 \ \•! /: \ \! /� \fir /� \ \rii \�rii, \•i WET _ _ //� ►Q ' //i � — mm �� ww REJECT 4"(P MCC M ►- - I III I i� - � •: .••••••••••• ••.•••••••••, m••r.••••n•••n••••••, - ••:.m:,`•i•ii•:•Yil�.2R ii.:i•:Ti•• qr••••••••;�, ww ww � • .:.�•�rde°de4 °e•: 1 (.° �gr�r� ••�rr�•��idii�iii�iiidi:? : Jiiiii4. diiiii�.:•. eee. eeeeeeJeeeeeeeeeeeel❑ Ie. eeee. eeeeeee .e.e..nee....eeeee .eeeee e ee e.eeeu ee . — 1iee.e...•u� .e..eeeu „� • — _ o �, -�� „`,�. • �� T O � ♦ �:\\ , fit.eeeeeeeeeeeeeeeeeee:.J� li• eeeeeeeeeeee. eeeeeeeeeeeeeee eeeeeeeeeeee.... •• -- - 1©I ©1�❑ C mm FOYER J INSULATION T _ _ :: _ __ IRE _m SPACE E] SP : , Vic? : ,�� . MINIM " Am _ — — 11 SPHERE SPHERE El -� - • • • •-♦ - mm SHOP mm ENTRY :444222 v C. ♦- GARA C - 4 1714 ww mm -- 11 ❑ - - - • = 11 = _ ww -- VERIFY LqC: STALL 4 —rig s — . w � ELECTRICAL _ _ __ + ■ (CONTRACTOR TA VERIFY LOC. M (CONTRAI SO ,El _ W/FP4L PRIOR TO _ PANEL ❑ ❑IIIIl�111I❑IIIIIIC�III❑ _� %/ �� _ 1�'llllll ❑11111�l1111 ❑❑ �• — — — ❑I ❑1❑ r Ell �� C71❑ ❑1❑ �Ila ❑1❑ LINE OF FL ♦♦ DO • � 11l�"Ir2 ❑.fie � ,• , ' � �•�� ❑ .. _ � �'� 111 © Bul 11 low MODEL C / MARK MODEL C (REVERSE) AREA CALCULATIONS FIRST FLOOR A/C 554. 00 SF SECOND FLOOR A/C 1,107 . 00 SF TOTAL A/C 1,661. 00 SF COVERED ENTRY 4S. 00 OF COVERED PATIO 72 . 00 SF GARAGE 434. 00 SF MODEL C / MARK MODEL C (REVERSE) AREA CAL CUL,AT I ONS FIRST FLOOR A/C 554. 00 SF SECOND FLOOR A/C 1,107 . 00 SF TOTAL A/C 1,661 . 00 SF COVERED ENTRY 4S . 00 SF COVERED PATIO 12. 00 SF GARAGE 434. 00 SF Ist FLOOR DOOR SCHEDULE MARK DOOR SIZE TYPE MAT. 101 3 O"x 8'- Oil SWING II EXTERIOR 0® 16 0"x 7'- O" O.H. MTL. EXTERIOR GARAGE DOOR 0 2 8 "x 8 0" SWING MTL. INTERIOR t > 2' 6" x 6 0" BI - FOLD WOOD INTERIOR p® 2'- 10"x 6- 0" PKT WOOD INTERIOR - POCKET DOOR 2 8 "x 8 0" SWING WOOD INTERIOR 3 ON 6- 0" BI -FOLD WOOD INTERIOR 0® (2)2 6 "x 8 0" BI -FOLD WOOD INTERIOR 8'- ON 8'- 0" SLD. GL. MTL EXTERIOR L ® @ 2 10"x 8'- 0" SWING WOOD INTERIOR MODEL D / MODEL D (REVERSE) AREA CALCULATIONS FIRST FLOOR A/C 650. 00 SF SECOND FLOOR A/C 1083. 0 SF TOTAL A/C 1, . 00 SF COVERED ENTRY (FRONT) 80 . 00 OF GARAGE 366. 00 SF FBLDG. : Date: Q . COMM. 4 -25 -14 ISION 6 -11 -14 ❑1111 ❑1111 ❑ �� '1r w. U �w Q Z — wlrwha ae �o v+ G aon SmLBE um af zq �--- Lu O Q o�Z3ul U DO W V1 Z t O r =AfRT I AL FL OOIR FLAN Job No.: 028013-9 SCALE: 1/4" = 1' - 0" Date 4 -3 -2014 No of Sheets : 20 20 a A�22 9 PAUL E. H " �q �� • 1280 HEATHER RD #a t e M DUNEDIN FL. 34698 (� 8 -9025 ............ DECO ALUMINUM RAILING L r1 • C 2O 1 _I q0: (4 TEN _1 8 PRE -CAST COLUMN TO S PRE -CAST COLUMN TO MATCH EXIST (TYP W.F.) 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H 1280 HEATHER D DUNEDI N, FL. 3464$/k31 1 $3��9025 AT «L 5 COND f=L00fR FLAN SCALE: 1/4" = I' -011 U w z A.G.U. I DB - -- - - - - -- — -- - - — — — — — — — — — — — — — — — — — — — I_ _ _ _ _ _ _ _ _ _ _ ' ��% ®° '� COVERED PATIO I ��, Iii ,di � D F-C�*y T W O S' -6" CLGS. BEDROOM # 3 O D I I DBL SINK I ( DBL SINK D51-SINK DBL SINK CL W/DISP P{ W/DISP W/DISP CI \ W/DISP CjFG( GSFr�I - - - - c�FCI CEILI FAN R I – _ 4 LIGHT ' KIT -IEN KfTCI -4 ITCI -!EN KITC4 o O O O O L TV O -m GLGS. 9 m G ___ - I O z 1 I I 1 GREAT R OO N O ® Tv TV ® OG ROOM / I I O / O D M I I O � O � I I � GREAT ROO I � AT ROO � _ R 9' -m" CLCz. I � I Z Z I 1 � CLG. 1 � 1 I � I I 9 m GLCS. 4� �® 0 � _ _____ - I I I GI , GsF III CSF III I I WIRE FOR PRE WIRE \ OR ` I \ I c�C l I -WIRE FOR PRE WIRE OR ` I I ( 1 ' I I \ � C ILINGS FAN PH ! ! CEILINGS C LING FAN CEILINGS N \ \ 4 LIGHT HT 4 LIGHT \ \ � � 4 L IGHT 4 LIGHT PRE - S II I I II I II I I II WIRE FOR !— — — CEILING PAN 4 LIGHT P. FTTTT I - T T T 11 fib. ®� I I ice. 11 rTlTTT I T T T �I I I— ' — i l I I I UJ .I I I I 1, 1 I I I I 1 1 1 1 1 11 EWH EWH I I I 11 1 1 1 I I v -m" I I I I I I I I �a III I I I V I I GsA AL I I I I I I F Y OOM �- - -- -� DINING I I I >7m I I I I III I I I I sm >7m I I I I I I I I 9' -m" C LGS. A H I � 9' -m" c LGS. I I I I I �L, LJ DINING L-L4 - - 4J--J DINING I , m L D INING i 9' -m" C LGS. V - m" GS. CL GS. 9' -0 9�cG;:s \ ! I I 9' - C LG. I I L AUNDRY - 1 I °► -m / LG.1 ( \ � II I I I ® VP I EA 0 MODEL - D MODEL - C MODEL - D C ( EVERS REVERSE A.G.U. A.C.11 RE W/ DISC. U W/ DISC. W/ DISC. I I WP GSFCI H.B. I DB N B. SCI I CSF( H$. D5 I I H B. GFCI DB H B. GFCf UP UP TO STAIR — — UP \ / -- (P \ I / TO STAIR UP I �PJTO STAIR G�FCI — — L IGHTS U`P IGHTS LIGHTS n+ LIGHTS , 13m (th GFCI L D S fSFGI CSFGI GSFCI FOYER T'ER FO YER ! FOYER I FOYER ! I " CLGS. S' -m" / TTTTTTT� l \ I 1 I IIIIIIIII w I-' LU 1 J_ J i 2x4 FL. \ 2X4 FL. 2X4 FL. / \ 2X4 FL. 2X4 FL. ! Q L - - \ I I CSFG c� cxFa I GSFc �FC1 BIKES - z ! ` CO ! I STORAGE/ — — — — — — O.H.D. OPENER — — COVE ED — — — — -I ;~ � >u +- , 'YERED _________ _ _ __ I UJOi�KSI -SOP ED COVERED -------------- - - - - -- I -------------- - - - - -- - -- O.H.D. OPENER - I 2- CAR „ GARAGE I (-- - - - - -- o. HD.oPENER NTRY r O.HD. OPENER - 1 r O.HD. OPENER ENTR NTRY r — — 9 6 CLCs. U 2 CAR CaARAn= I I I 2 - CAR GARAGE L� 2 - CAR GA RAGE I 1 I I 1 2 - GAS' , GsA�:AGE u <0 O � don Ili � CLGS. �1 9' -6” CLCs. I i 1 9' -6" CLGt. 8 -6 CL 8; 6 C �I 9' =6" �1 -CS. I GI I I I 9 -6 GLCs. U Z "' ENT I I �� E1�GTRICAL METER W D�� /DISC. I I ELECTRICAL METER W/C. EI�CTRICAL METER W/DISC. ( CONTRACTOR TO VERIFY LOC. I I I' (CONTRACTOR TO VERIFY L(;C. ( CONTRACTOR TO VERIFY LOC. I ( i I I I W/P4L PRIOR TO INSTALLATION) 1 I I W/FP4L PRIOR TO INSTALLATI N) W/P4L PRIOR TO INSTALLATION) ECTRICAL ! U I I l ` U w I I (CONTRACTOR TO O VERIFY LOC. /FP w ELEC• Lu W 4L PRIOR TO INSTALLATION) 1 I PANEL I I I 1 I I I I I ! \ \ , I I ++F -B -) I I TO SWITCH I f° H S. I B. I I I I AT ENTRY � , i L L �Z ! -- -- -- - - -- -sue �Z - - - -- - - - - -�� I - � i --- I -------- - - - - -J �\ ---- - - - - -- / --------------------- I I I � I I � UP I I I I f P I R5T PL OR ELEECTFICAL PLAN SCALE. 1/4" = 1' -0" PROVIDE ARC FAULT CIRCUIT INTERRUPTER5 ALL RECEPTACLE OUTLET5 TO 3E LAUNDRY ROOt - 1 4 DINING ROOI"I TO �� ON ON ALL 5EDROOM ELECTRICAL CIRCUIT SPACED PER NEC 210.2 ITS OWN 51" TALL APPLIANCE CIRCUIT (OUTLET5, FAN5, 51" IOGE DETECTOR, ETC.) NEC 210 -12 MLM CTR I C AL. NOTES . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRIC CODE AND SHALL COMPLY ,UITH ALL LOCAL RULES AND ORDINANCES, INCLUDING ?010 F.B.G. U Lu Z —1 MODEL - D Ill. ALL RACEWAYS AND PIPES SPACED IN OR THROUGH ANY 5. MEET ALL STANDARD REQUIREMENTS OF ELECTRIC COMPANY AND TELEPHONE COMPANY FOR THEIR INSTALLATION. CONCRETE SLAB SHALL BE SPACED A MINIMUM OF 3 DIAMETERS OF 6. ELECTRICAL CONTRACTOR TO SIZE AND VERIFY ALL SERVICES TO THE LARGEST RACEWAY. UNITS AND MAIN SERVICE. 12. PROVIDE GF.C.I. RECEPTACLE AT BATHROOMS, GARAGE, AND 1. PROVIDE ALL NEW MATERIALS BEARING UNDERWRITER'S AND OUTSIDE RECEPTACLES. ALL RECEPTACLES IN BATHROOMS TO UNION LABELS, WHERE APPLICABLE. COMPLY W/ N.E.G. 210- 52(d). 8. MINIMUM WIRE SIZE SHALL BE 0 14 A.W.G. EXCLUDING CONTROL WIRING. ALL 13. USE GF.C.I. CIRCUIT BREAKERS ON GF.C.I. OUTLETS. CIRCUITS SUPPLYING KITCHEN, DINING ROOM AND BREAKFAST AREA;TO BE 14. SMOKE /CARBONMONOXIDE DETECTORS SHALL BE CONNECTED 0 12 A.W.G., AND GFCI PROTECTED. UNLESS OTHERWISE NOTED, ALL AHEAD OF SWITCHING FOR BEDROOM LIGHTING CIRCUITS PER N.E.C. CONDUCTORS SHALL BE COPPER WITH THHW INSULATION. ROMEX 18 210 -12 (A) AND (B). ACCEPTABLE WHERE ALLOWED PER CODE. 15. SMOKE DETECTORS SHALL BE HARD WIRED 110V W/ BATTERY 9. ALL RACEWAYS UNDERGROUND AND /OR LARGER THAN 2" IN BACKUP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. (NF.P.A. DIAMETER SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE CHAPTER 8) 40 PVC. ALL OTHER RACEWAYS SHALL COMPLY WITH GOVERNING 16. ALL BEDROOM CIRCUIT'S SUPPLYING OUTLETS SHALL BE CODES. AF.C.I. PROTECTED PER 2008 N.E.C. ARTICLE 210 -12. 10. MAIN ELECTRICAL SERVICE TO BUILDING TO BE UNDERGROUND. 11. PROVIDE 4" CLEARANCE AT AIR HANDLING UNIT ON ALL SIDES + 30" CLEARANCE AT SERVICE SIDE 2. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF 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 PLACED IN PROPER WORKING ORDER 3. PERFORM ALL WORK BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, AND ACCEPTED BY THE ARCHITECT AND /OR OWNER 4. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. Revisions: Date: Q BLDG. DEPT. COMM. 4 -25 -14 A 2 OWNER REVISION 6 -11 -14 w� QQ w� h� �h z Q U � v00 Q Lu O y ca O� Job No.: 028013 -9 Date : 4 -3 -2014 No of Sheets : 20 s s At 6 b d PAUL E. HAG N � 1280 HEATHER RI �D DUNEDI N, FL. 34698 (72) 7 -9025 _ _ , RESIDENCE LOAD CALCULATIONS (UNIT "C ") APPROXIMATE SQUARE FOOTAGE = 2,216 CKTS QTY DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 2,216 SQ. FT. x 3 VOLT AMPERES 6.7 KVA (3) x SMALL APPLIANCE CIRCUITS 1,500 VOLT- AMPERES EACH 4.5 KVA (2) WASHERS 11- STANDARD THE OTHER OPTIONAL) 3.0 KVA (2) DRYER 11- STANDARD THE OTHER OPTIONAL) 10.0 KVA 1 RANGE 2. KVA (1) HOOD 1.0 KVA (1) DISHWASHERS 1.2 KVA (1) DISPOSALS 0.5 KVA (1) REFRIGERATORS/ FREEZER/ WINE/ ICE 1.2 KVA 111 ELEC. HOT WATER HEATER 4.5 KVA TOTAL WHIRL POOL /DINING SMALL APPLIANCE INCLUDED FIRST 10 KVA @ 100% 10.0 KVA REMAINDER @ 40% 1 34.6 KVAx .4) 13.84 KVA 0 AIR CONDITIONING @ 65% 5.2 KVA TOTAL SERVICE 29.04 KVA SERVICE SIZE ( 26.44 KVA / 24OV) 110.2 AMPS 44.6 KVA 200 AMP SERVICE A 0 MOUNT RECESSED TYPE LOAD CENTER MIN. A.I.C. 22, AMPS VOLTS 120/240V 103W PANEL "A" (UNIT "C ") POS 42 CKTS QTY LOAD BRK'R WIRE COND. LOAD 1 1 GARAGE DR OPENER 20A /1P 12 1/2" 500 2 1 GARAGE /EXT RECEPTS 20A /1P 12 1/2" 540 3 1 PWDR /GAR /EXT /KITCH LTG 20A/1P 12 1/2" 800 4 1 PWDR RM RECEPT 20A /1P 12 - 400 5,7 1 WATER HEATER 30A /2P 10 3/4" 4500 6 1 REFRIG 20A /1P 12 - 1200 8 1 SMALL APPL 20A /1P 12 - 1500 9,11 1 RANGE 60A /2P 6 3/4" 12000 10 1 HOOD 20A /1P 12 - 1000 12 1 SMALL APPL 20A /1P 12 - 1500 13 1 DISHWASHER 20A /1P 12 - 1200 14 1 DIPOSAL 20A /1P 12 - 500 15 1 DINING RM SMLL APPL 20A /1P 12 - 1500 16 1 EXT /GREAT RM RECEPTS 20A /1P 12 1/2" 900 17,19 1 1 CU 25A/2P 10 3/4" 4032 18 1 1 / 1 1 20 1 STAIR /BDRM 3 LTG 20A /1P 12 1/2" 755 21 1 STAIR /HALL /BDRM 3 RECEPTS 20APP 12 1/2" 1260 22 1 BDRM 2/M BDRM /ATTIC RECEPTS 15A/1P 14 - 1155 23 1 BDRM 2 /BATH /M BDRM/ BATH LTG 15A/1P 14 - 1475 24 1 BATH RECEPT 20A /1P 12 - 400 25 1 WASHER 20A /1P 12 1/2" 1500 26,28 1 DRYER 30A /2P 10 3/4" 5000 27 1 M BDRM RECEPTS 15A/1P 14 - 1080 29 1 M BATH RECEPT 20A /1P 12 - 400 30,32 1 1 AHU 50A /2P 8 3/4" 8000 31 1 0 1 - - 33 - SPACE - - - - 34 1 WASHER #2 (OPTIONAL) 20A /1P 12 1/2" 1500 35 1 DRYER #2 (OPTIONAL) 30A /2P 10 3/4" 5000 h3 35,36 - - - - - 8 - - - - - 39 - - - - - 40 - - - - - 41 - - - - - 42 - - - - - 42 - - - - TOTAL 65,500 TOTAL - A/C = 42,065 FIRST 10,000 WATTS @ 100 % = 10,000 REMAINDER 32,065 @ 40% = 12,826 A/C @ 65% = 5,200 SUBTOTAL= 28,026 / 240v= 116.8 AMPS 4 # 3/0's THWN FEEDER SIZE 1 # 6 GND CU CONDUIT SIZE 2" 0 r©W MOUNT RECESSED TYPE LOAD CENTER MIN. A.I.C. 22,000 AM VOLTS 120/240V 103W PA NEL "A" (UNIT "D ") POS 42 CKTS QTY LOAD BRK'R WIRE COND. LOAD 1 1 GARAGE DR OPENER 20A /1P 12 1/2" 500 2 1 GARAGE /EXT RECEPTS 20A /1P 12 1/2" 360 3 1 PWDR /GAR /EXT LTG 20APP 12 1 1/2" 500 4 1 PWDR RM RECEPT 20A /1P 12 - 400 5,7 1 WATER HEATER 30A /2P 10 3/4" 4500 6 1 REFRIG 20A /1P 12 - 1200 8 1 SMALL APPL 20A /1P 12 - 1500 9,11 1 RANGE 60A/2P 6 3/4" 12000 10 1 HOOD 20A /1P 12 - 1000 12 1 SMALL APPL 20A /1P 12 - 1500 13 1 DISHWASHER 20A /1P 12 - 1200 14 1 DIPOSAL 20A /1P 12 - 500 15 1 DINING RM SMLL APPL 20A /1P 12 - 1500 16 1 EXT /GREAT RM RECEPTS 20A /1P 12 1/2" 1080 17,19 1 1 CU 25A/2P 10 3/4" 4032 18 1 I I 1 1 20 1 EXT /STAIR /BDRM 3 LTG 20A /1P 12 1/2" 1200 21 1 STAIR /HALL /EXT /BDRM 3 RECEPTS 20A /1P 12 1/2" 1080 22 1 BDRM 2/M BDRM /ATTIC RECEPTS 15APP 14 - 1260 23 1 BDRM 2 /BATH /M BDRM/ BATH LTG 15APP 14 - 1200 24 1 BATH RECEPT 20A /1P 12 - 400 25 1 WASHER 20A /1P 12 1/2" 1500 26,28 1 DRYER 30A /2P 10 3/4" 5000 27 1 M BDRM 1ECEPTS 15APP 14 - 720 29 1 M BATH RECEPT 20A /1P 12 - 400 30,32 1 1 AHU 50A /2P 8 3/4" 8000 31 1 0 1 - - 33 - SPACE - - - - 34 - - - - - 35 - - - - - 36 - - - - - 37 - - - - - 38 - - - - - 39 - - - - - 40 - - - - - 41 - - - - - 42 - - - - TOTAL 49,725 TOTAL - A/C = 41,725 FIRST 10,000 WATTS @ 100 % = 10,000 REMAINDER 31,725 @ 40% = 12,690 A/C @ 65% = 5,200 SUBTOTAL= 27,890 / 240v= 116.2 AMPS 4 # 3/0's THWN FEEDER SIZE 1 # 6 GND Cu CONDUIT SIZE 2" 141 An 0 MODEL - D i MODEL - C i A C.U, i A.C.U. W/ DISC. W/ DISC. i WP GFGI H$. p ( ( H.B. GFCI - - - - - - - - - - - • r - COVERED PATIO � OOM #3 W O 9' -6" CLG. BEDROOM 3 BEDR 9 -6 C LG. i I 15L SINK � I I 9' -0" CLG. 9' -0" CLG. C-A 11 Pl-I D W /DISP ' (3NI PRE -WIRE FOR PRE -WIRE FOR GFF - - CEILING PAN CEILING FAN z ITCHEN KITCI -IEN z 4 LIGHT 4 LIGHT �tt ` W -011 -0" CLG. ' p O L TV ®® 00 T1/ o -0 G LG. TY GREAT R I I I I z O / \ z Q R 9' -0" CLG. ®® O O I I I 9' -0" CLG. /! GFIC ® ev PRE -W(RE OR GI \ / ' i ) l I -WIRE FOR � C ILING FAN CEILING N 4 L IGHT �i @ I I 1 FAMI - T - ROOM (a l- o il C:Lr I I I F F_ T,T -1 1 EWH II I I , I I „ ® L - 0 cLGJ ,m III I I DINING wIRE FOR ' I (� I g' _0" CLG. / CEILING PAN A P LIIIL _L _L _J I �, L; V 4 LIGHT -0 L II II I II SING - LAUNDRY i 0 0 i YP O � UP UP TO STAIR - - c:F �f LIGHTS GAL FOYER � GFC � V -0" C LG. - \ I TTTTTTT 114 / DID- IIIIIIIII IIIIIIIII z L1 LL11LJ I 2X4 FL �G , Q � � e � z GFGI BIKES ' � o o STORAAGE/ w I- UJ - IOP r - - - - - - - O.H.D. OPENER - - - - - - - - I RESIDENCE LOAD CALCULATIONS (UNIT ., D „ ) APPROXIMATE SQUARE FOOTAGE = 2,179 DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 2,179 SQ. FT. x 3 VOLT AMPERES 6.2 KVA 13 ) x SMALL APPLIANCE CIRCUITS @ 1,500 VOLT- AMPERES EACH 4.5 KVA (1) WASHERS 1.5 KVA (1) DRYER 5.0 KVA (1) RANGE 12.0 KVA (1) HOOD 1.0 KVA (1) DISHWASHERS 1.2 KVA (1) DISPOSALS 0.5 KVA (1) REFRIGERATORS/ FREEZER/ WINE/ ICE 1.2 KVA (1) ELEC. HOT WATER HEATER 4.5 KVA TOTAL WHIRL POOL /DINING SMALL APPLIANCE INCLUDED FIRST 10 KVA @ 100% 10.0 KVA REMAINDER @ 40% 127.6 KVAx .4) 11.04 KVA AIR CONDITIONING @ 65% 5.2 KVA TOTAL SERVICE 26.24 KVA 0 SERVICE SIZE 128.84 KVA / 240V) 109.3 AMPS 37.6 KVA 200 AMP SERVICE F o - - - O.W.D.. OPENER - - - - - - - - I I 2- CAR C.zARAAGE u 2- CAR GARAGE I I CI I 9' -6° C LG. 9 VEREL a i _ ( (X -6 „ CLG. 8 TR I ��t A2 I I LU I I ( ► I I ELECTRICAL METER W/DISG. (CONTRACTOR TO VERIFY LOC. ' I I PAL I W/FP PRIOR TO IN l TO SWITCH \ V I I I AT ENTRY , \IIII 1 L - - - - - - - - - - - - - } i-- - - - -- ------ - - - - -- *TES: LL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. RATING OF 22,000 AMPS AND BE NEMA -3R RATED. - ALL ELECTRICAL EQUIPMENT AND WIRE RATED (1a 75 - C CONTINUOUS DUTY. PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE WITH THE FP &L REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CHANGES REQUIRED. ENEMA 3 -R ENCLOSURE EXTERIOR 3 # 3/0'S THWN CU 2" C. m F- FPL METER 2 200A 200A 3 # 3 /0'S THWN CU 2" C. A.C.U. LN I . B TI• i TO SWITCH AT ENTRY MODEL - C / OC�iCCGG 1 MODEL - D C REVERSE t - - - - - - - WP r ---- - - - - -- pe H.B. GFGI V A.C.U. _ _ � • 111 , � 111 :T. � 111 %A, dv PRE-WIfT Of CEILING N 4 L IGHT I I �I l T I I I I) I I I - 1 - 1 t / O = _ \N ' UP , � TO STAIR UP UP jj� AIR i LIGHTS M of t GFCI TO STAIR FOYER FOYER LIGHTS 1� FTTTTTTT Slim cLG. 1 \ 4 LIGHT "P. FAMILY ROOM -� 9' -0" CLG. Tv i=. F T�_T 7 -1 I V -0" GLGJ PRE -WIRE FOOi� I (I CEILING FAN 4 LIGHT DINING L L �L -i - rLr 5. ' I I 9' -0" LG. LAUNDRY ' II IIIIIIIII � IIIIIIIII IIIIIIIII 2X4 FL. I LLL _L LL_L _ 4____ 1-- 1 2X4 FL. / / / GPC BIKES c:FC STORAGE/ ' - O.+ D. OFENER 1 UJOiRIGSNOP - --- - - - - -- COVE ED C 2 - CAR GARAGE I f - - - - - - - O.H OPENER - - ENTR 6 9' -° C LG. I ( 2 CAR GARAGE � V_ R ELECTRICAL METER W/016C. (CONTRACTOR TO VERIFY Lq - 6" CLG. d ------- - - - - -- �- � ( W/FP4L PRIOR TO (NSTALLAT( ) ELECTRICAL METER W/D(SC. (CONTRACTOR TO VERIFY LOC. W/FP4L PRIOR TO INSTALLATION) I ELEC• ( u PANEL N-e- - - - - - - - - - - - - - - - - - - - - - 1 INTERIOR 3 # 3/0'5 1 # 6 GNO THWN CU 2 "C 11 A 11 GRADE TO FPL 1 # 1/0 _ Q 120/240V CU NOTE: 103W 1 # 1/0 SEE PANEL SCHEDULES FOR A/C ELECTRICAL BOND TO DISCONNECTS AND WIRE SIZES. C.W.P. AND TO FOUNDATION STEEL = 5/8" 0x10FT TYP. ELECTRICAL RISER DIAGRAM FOR EACH UNIT NOT TO SCALE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 EDITION OF THE NATIONAL ELECTRICAL CODE, 2010 EDITION OF NFPA 101, 2010 EDITION OF NFPA 72, 2010 EDITION OF FBC. ARTiAL FiRSfi FLboR €L Cfi1RICAL FLAN SCALE: 1/4" = 1' -0" V LLI z Lu Z -A Rom (cl W1 1u 4+I_ N 5 � STAT OF Ae PAUL E. HA�>aR� FA 201,5 1280 HEATHENE ' - �ZD DUNEDIN, FL. 34& � *S9025 i E ons: 16-]11-14 EPT. COMM. REVISION TO w c� Q� �Q H� 3� Z O � Q o- OJ U � v�© Z Q Job No.: 02801 3 -9 Date : 4 -3 -2014 No of Sheets : 20 E -1.2 I 2x4 FLUORESCENT LIGHT FIXTURE g ELECTRIC METER 0 ELECTRIC PANEL WALL MOUNTED FIXTURE C::H A/C DISCONNECT 0 JUNCTION BOX ® 220 VOLT RECEPTACLE P.0 DUPLEX OUTLET PULL CORD FIXTURE QUADPLEX OUTLET MINI RECESSED LIGHT FIXTURE DUPLEX OUTLET - HALF SWITCHED V.P. -�_ VAPOR fi OOF RECESSED FIXTURE DUPLEX OUTLET - FLOOR MOUNTED W.P. =Q WEATHER PROOF DUPLEX OUTLET Uz.L. UNDER CABINET FLUORESCENT LIGHT GF.C.I. APU TELEPHONE JACK A.cL. ABOVE CABINET FLUORESCENT LIGHT TELEVISION JACK -/-,(P FLOOD LIGHTS [�V CENTRAL VAC. HOSE OUTLET O EXHAUST FAN 4)_ WALL SWITCH , 3 -WAY WALL SWITCH @ CARBON MONOXIDE /SMOKE DETECTOR 4)-* 4 -WAY WALL SWITCH 301 0 HANGING LIGHT FIXTURE -all DIMMER WALL SWITCH FLOOR OUTLETS TO BE LOCATED BEFORE a- PUSH BUTTON SWITCH CEILING FAN SLAB 15 POURED. BUILDER TO VERIFY FINAL LOCATION. V LLI z Lu Z -A Rom (cl W1 1u 4+I_ N 5 � STAT OF Ae PAUL E. HA�>aR� FA 201,5 1280 HEATHENE ' - �ZD DUNEDIN, FL. 34& � *S9025 i E ons: 16-]11-14 EPT. COMM. REVISION TO w c� Q� �Q H� 3� Z O � Q o- OJ U � v�© Z Q Job No.: 02801 3 -9 Date : 4 -3 -2014 No of Sheets : 20 E -1.2 I MODEL - C MODEL - C C REVERSE J r=L.r=C1'RfC04L. L rMrZN= WALL MOUNTED FIXTURE ELECTRIC METER p ELECTRIC PANEL =p A/C DISCONNECT MINI RECESSED LIGHT FIXTURE 220 VOLT RECEPTACLE VAPOR PROOF RECESSED FIXTURE DUPLEX OUTLET UNDER GASINET FLUORESCENT LIGHT QUADPLEX OUTLET ABOVE CABINET FLUORESCENT LIGHT DUPLEX OUTLET - HALF SWITCHED FLOOD LIGHTS DUPLEX OUTLET - FLOOR MOUNTED W.P. GF.C.I WEATHER PROOF DUPLEX OUTLET 4 PW TELEPHONE JACK -� TELEVISION JACK O CENTRAL VAC. HOSE OUTLET -4 WALL SWITCH a" 3 -WAY WALL SWITCH 4 v 4 -WAY WALL SWITCH o �O DIMMER WALL SWITCH Q— PUSH SUTTON SWITCH CEILING F. �L= FLAN SCALE: 1/4" = 1' -0" FLUORESCENT LIGHT FIXTURE - ( r l - I WALL MOUNTED FIXTURE JO JUNCTION SOX P.0 PULL CORD FIXTURE MINI RECESSED LIGHT FIXTURE V.P.- VAPOR PROOF RECESSED FIXTURE U.cj UNDER GASINET FLUORESCENT LIGHT ,4cL. ABOVE CABINET FLUORESCENT LIGHT FLOOD LIGHTS EF EXHAUST FAN S® CARBON MONOXIDE /SMOKE DETECTOR HANGING LIGHT FIXTURE FLOOR OUTLETS TO SE LOCATED BEFORE SLAB IS POURED. BUILDER TO VERIFY FINAL LOCATION. MODEL - D C REVERSE J e MASTER � cOFFER D� PRE -WIR CEILINC LIC L PRE -WIRE CEILING I Revisions: Date: BLDG. DEPT. COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 O N Q o�� g oo H �UU LO V l "Cr F b No.: 028013 -9 ate 4 -3 -2014 No of Sheets : 20 + 9 q E PAUL E. H a ' R, R '10 15' 1280 HEATHEkiC *,&B- QU tb DUNEDIN, FL. 34 �a�,tffl*25 ................ P1 c - _ A.C.0 C.U. I A.C.U. I A.C.U. i D1SC. — 1.U/ DISC. W/ DISC. W/ DG Iv. A.C.U. i A.C.U. W/ DISC. W/ DISC. N.B. w/ S.O.V. W . w/ S.O.V. N.B. w/ S.O.V. N.B. w/ S.O.V. N.B. w/ S.O.V. 4 VAC BRK i �4 VAC BRK i 4 VAC BRK i — — — — — — — — 4 VAC BRK i �4 VAC BRK — — — — — — H.B. — — — H B. — — I — — I.B. H.B. I H.B. ■ III ■ — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ +■ ■ ■ ■ ■ ■ ■ ' ■■ _ __________ ■ ■' ■ ■ ■ ■ ■ ■ - ■ ■ ■ ■ "c w. �� c � J ■ J� "c w. # - RLL GO VE iR D PST I O - — J DlU DW DtU V -6" CLG. 5EPRooM 3 I DU1 D L SINK ! ! DBL SI L INK S ! 9' -m" CLCx. i ' ! 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I I ' 1'ER FOYER F®YER ' F0 T ER a' -m" C LG. CLG. V -m" CLG. I 3 n 3 u I V -m" CLG, V -m" CLG. ( 3 " 3 " TTTTTT III 1 1 1 1 1 1 1 z,o Qt 1 411 411 411 _L J_ _L 1 _L J_ J U O - A 11 I I RED GOVERED — — — — — — — — — — — — — — — — — C ®VAR D , COVER D _ — — — — — IUO OF' I R C;ARAGzE R Y ENTRY F ----- - - - - -- � �- - - - - -- � ENTRY EN�"RY �------- - 2 - GA /' — /� R G � I �' 411 , , " 2 �,-Af� � ,4GE I I ' 1' 2 - GAR SARA � I I 2 - CARS AC Y V -6" cL� 4 ■ � 9' -6" CLCx. I I 9' -6" CLCs. � ■ ■ � 9' -6" GLtw. I ' LIECTRICAL METER W /DISC. ( I ELECTRICAL METER W /DI6 E CTRIGAL METER U)/DISC. CGPNTRACTOR TO VERIFY LOC. I (CONTRACTOR TO VERIFY LCP�. C pNTRAGTOR TO VERIFY LOC. P4L PRIOR TO INSTALLATION) 1 i ( W/FP4L PRIOR TO INSTALLATI 'J P4L PRIOR TO INSTALLATION) • ELECTRICAL METER W /DfSC. EL C (CONTRACTOR TO VERIFY LOC. ■ ■ ■ I ' PANEL _ I I W/FP4L PRIOR TO INSTALLATION) II I I II II I ■ ■ ■ ■ ■ ■ .B. ___ ' \\ I �a I N.B. w/ S.O.V. VAC BRK ■ ■ ' GW UP V ■ ■ ' ■ ■ ■ ■ ' ■ \ \ I I I I 4 TWO WAY CO w/ N �.-�u/ S.O.V. N.B. � -- -- — H.B. VAC 5K O�V. T, A,i. ERK � w/ F S-.Q.V. — - - - -- - - - -- �TA�BRK n ■ — — — — — — — — — — ----- - - - - -- mo w/ I" GW UP ■ ■ I" L--- - - - - -- AT GRADE w/ 1" GW UP — I I 4" TWO WAY 4" TWO WAY ! w/ TOM I aE ER lY 4" TWO WAY AT I �' " I CO AT CO AT ( " I ( LOOCATION VERIFY �T CO 1 CW LINE TO i 1 CW LINE TO i CW LINE TO i I >E GRADE I SITE METER 4 SITE METER I GRADE GRADE I SITE METER 4 I" CH LINE TO SUPPLY G.C. SUPPLY G.C. SUPPLY G.G. ■ ■ — -SIT- E- 1EFT€-- — — — — — — — - V.I.F. LOCATION V.I.F. LOCATION V.I.F. LOCATION SUPPLY G.C. TO MAIN I TO MAIN I TO MAIN ■ V.I.F. LOCATION qE SEWER LINE ( SEWER LINE SEWER LINE =Y G.G. VERIFY G.G. VERIFY G.G. VERIFY LOCATION LOCATION i LOCATION UP ■ MODEL - D MODEL - D I MODEL - D I MODEL - C I MODFT, - n I ( REVERSE ) I I F I I R � T F H. 4 C.W SUPPLY TORS C REVERSE L FLLit�15INe FLAN SCALE: 1/4'• = 1'_ID" U �w Q Z TJ WASHER - HOSE WATTS DUO -GLOZ SHUT- OFF -VALVE O O 2 11E DUO CLOZ STANDPIPE WALL BOX WATTS WASHING MACHINE BOX P _ SCALE N.T.S. A A F ons: Date: EPT. COMM. 4 -25 -14 REVISION 6 -11 -14 O CV O o �, F� YL Lu V1 � � I. Job No.: 028013 -9 Date : 4 -3 -2014 No of Sheets : 20 X\ �;4ti�l #1ft /� /// 20158 lr�1 R PAUL E. HAGL 9 1280 HEATHER RIIY &TD DUNEDIN, FL. 34698 ( Mlgs3 � X25 ■■ m v0 N Q 3 11✓ Q ' �Z I ■ b oo >x I I 2- CAR GAR,4GE GOVEfRED u z I i ENTRY ' I w O 3 I I � I 1 "G I I I I� ■ I ■ � I II I ■ ■ I � � I ■ P / S.O.V. I ■ ( — ------- - - -J w/ I CWBUP� B. ■ 4" TWO WAY 1" GW LINE TO CO AT SITE METER 4 ( GRADE _ SUPPLY G.G. V.I.F. LOCATION TO MAIN SEWER LINE G.G. VERIFY i � LOCATION i I MODEL - D MODEL - D I MODEL - D I MODEL - C I MODFT, - n I ( REVERSE ) I I F I I R � T F H. 4 C.W SUPPLY TORS C REVERSE L FLLit�15INe FLAN SCALE: 1/4'• = 1'_ID" U �w Q Z TJ WASHER - HOSE WATTS DUO -GLOZ SHUT- OFF -VALVE O O 2 11E DUO CLOZ STANDPIPE WALL BOX WATTS WASHING MACHINE BOX P _ SCALE N.T.S. A A F ons: Date: EPT. COMM. 4 -25 -14 REVISION 6 -11 -14 O CV O o �, F� YL Lu V1 � � I. Job No.: 028013 -9 Date : 4 -3 -2014 No of Sheets : 20 X\ �;4ti�l #1ft /� /// 20158 lr�1 R PAUL E. HAGL 9 1280 HEATHER RIIY &TD DUNEDIN, FL. 34698 ( Mlgs3 � X25 i A.C.U. GRADE TO MAIN SEWER LINE G.C. VERIFY LOCATION MODEL - D A.C.U. A.C_U, lu7[ ]7�IIS� MODEL- - C REVERSE FlfR FLOOfR FLLP151NG FLAN A.0 A A N.B. w/ VAC Revisions: Date: BLDG. DEPT. COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 AND wins *SM7M OR Dwmm ar No 7m FwCFERn LMXVM AM DOORO m FN HE srt M FwDAM MW OF L Dw wrs S M L BE USED er 4 CR Commm7m FM ANY w1MFM MOM OF BM! DO= CN VM OMwRMiB e �ws�w�e�re errne��nec z Q ON U O }— � O ik Q U� lu O ul c1 O� 1 �L I I LL DN V LOCATION MODEL - D 1 C REVERSE F 280 1 3 -9 3 -2014 eets : 20 s N® -6 1,02 PAUL E. 4 fi LEI201 1280 HEATH[* '. ® UL ®a D DUNEDIN, FL�w. - ��25 w� Q� v� Q w� dH M,4STER BEDR001" 1 COFFER CEILING I 1 zlz I I� I �I I el�r CEILING I NI' I I 8 1 1 I 1 COFFER CEILING 3 /4 ° C.W. I 1 ? lz [ 3 /a"LW.---------- 3 1'4 u 1• -I. W .R. Z I FROM 1ST FL. I LU I0 IJ 8 z l z I I MASTER �. M�4STER I I DN I I GzREAT ROOM G-cREAT R00M 9' -4" CLG. 9' -4" CLG. I DINING-; DINING 9' -4" CLG. 9' -4" CLOY. L AMMER I HAMMERI ( " — — RRESTO RRESTO I N i� . n' O I I __ I I �IA� -- 7�"c.w. I V V - - �/OII ELEV.: +10' -a" TOP OF FINISH ' PIPE VENT I I' l . ATH L THRU ROOF -4" CLG. - -- 3" SANITARY v -c-l1. 14411H.W. TO 1ST FL. , I ell ro 7 j BERER(2 #2 15EDR0011 #3 u u u u H MODEL - D NOTE: ALL PIPE VENTS THRU ROOF SHALL MAINTAIN A MIN. OF 4' -0" DISTANCE FROM ANY TENANT SEPARATION WALLS U LU I ± 0 - I _ z 0 z 3 u „ � , 3 2' 1 1. � mn > > �m �I I �� 3 P O 00 00 O 0 „ 3" SANITARY 2 I MINI ST4 lbko TUDOR— i TO 1ST FL. 3„ VENT I (k VENT 3 I I ; i a ISM. R F 3" I' t 2" 2 t ; "cb. WC A -- - - - - -- 1 i14STER BEDROOIj - I ■ I�1�4STER I r BEDROOIj'1 CEILING I 8 „ I 1 COFFER CEILING I 1 ? lz I Z I I LU I0 8 z l z I I MASTER �. M�4STER I I L _ SITTING- 1 U I COFFER CEILING COFFER CEILING I I N I I - -- II L — — — — — — — — - II I� I II II L--- - - - - -� II II 2 1 1 1 1 I I) I F- W --1 r W — PIPE VENT Lw I I I I I THR J ROOF .G.I 1111' -4" CLG. LU.I.G. II II CL O. II II N i� . n' O I I __ I I �IA� -- 7�"c.w. I V V - - �/OII ELEV.: +10' -a" TOP OF FINISH ' PIPE VENT I I' l . ATH L THRU ROOF -4" CLG. - -- 3" SANITARY v -c-l1. 14411H.W. TO 1ST FL. , I ell ro 7 j BERER(2 #2 15EDR0011 #3 u u u u H MODEL - D NOTE: ALL PIPE VENTS THRU ROOF SHALL MAINTAIN A MIN. OF 4' -0" DISTANCE FROM ANY TENANT SEPARATION WALLS U LU I ± 0 - I _ z 0 z 3 u „ � , 3 2' 1 1. � mn > > �m �I I �� 3 P O 00 00 O 0 „ 3" SANITARY 2 I MINI ST4 lbko TUDOR— i TO 1ST FL. 3„ VENT I (k VENT 3 I I ; i a ISM. R F 3" I' t 2" 2 t ; "cb. WC A I E I — — PI E V N DN p �� ,q DN ,r v i TH U R O 311- 3" H U I R F II 3 II II r TI. w 4 " H. II I I 4 W . R 4 ° c .w• I COFFER CEILING a "LIV(N ROOI`i 1 LIV(NG-c SOO COFFER CEILING I AHU AHU a" I UJ. I .G. I I 1 I I 11 II I I j �� L V.: +I0' -S" ELEV.: +10' -a° I I � OOF FIN I i \\ 1 TOP OF FIN1814 L — 10 -0" CL(s - - - -J i F - - -- 10' 0 CLGx J I I ■ ■ ■ ■ - -- ■■ I I I i ■■ - -- ■ ■ ■ ■ ■ I �I I� j ■ ■ I Iz zl I ■ DIN I I j DEN/ - I I_ DEN/ j { I BEDROOM #3 �I I� BEDROOM #3 j 0 I I COFFER_CEILINCY �6, I a,10 CO ER CEILING GOVERED ■ ■ COVERED I j ENTR"r ■ ■ ENTR'I' I M,4STER BEDROOM , SII COFFER CEILING I I I I zl z I �I e I i L --- - - - - -- — — FROM 1ST FL. DN / II LOFT 11' -4" CLG. ELEV.: +10' -0" OF FINISH PIPE VENT THRU ROOF 3" SANITARY 3 „ TO 15T FL. RAF— 8,4TH II \-3" ° H II LN. V"c lu. 5EDR00I" 1 # 9' -4" CLG- BEDROOM #2 II' -4" CLCz. Job No.: 02801 3 -9 Date : 4 -3 -2014 No of Sheets : 20 MODEL - C MODEL - C MODEL - D REVER8 REVERSE SECCNID FLCCfR P FLAN 0 sGALE 1/4 , V-0 3" SANITARY TO IST FL. •.:a::• Q� I M E ll. VAR lips M,4STER E COFFER I 1 4'Hw. - - - -- 3 /4'c.w. 3 /4"H.W.R. FROM IST FL. . I �I I� i i Revisions: Date: BLDG. DEPT. COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 w� Q� v� Q w� dh z O �Q UFO Q ui ca T OLn AT+43- 3 `® BEDR00t I1' -4" CLCa ■ U �w Q Z �J E Z�� 1 i14STER BEDROOIj - I ■ I r COFFERR CEILING I I Z I a �w z l z j �. M�4STER I I o� SITTING J 1 U I COFFER CEILING I I N I I - -- II L — — — — — — — — - II UJ.I.G. I I I I ��II II F- W --1 — — — W. (.G. I I 9 -� I / I II 1111' -4" CLG. II II CL O. I E I — — PI E V N DN p �� ,q DN ,r v i TH U R O 311- 3" H U I R F II 3 II II r TI. w 4 " H. II I I 4 W . R 4 ° c .w• I COFFER CEILING a "LIV(N ROOI`i 1 LIV(NG-c SOO COFFER CEILING I AHU AHU a" I UJ. I .G. I I 1 I I 11 II I I j �� L V.: +I0' -S" ELEV.: +10' -a° I I � OOF FIN I i \\ 1 TOP OF FIN1814 L — 10 -0" CL(s - - - -J i F - - -- 10' 0 CLGx J I I ■ ■ ■ ■ - -- ■■ I I I i ■■ - -- ■ ■ ■ ■ ■ I �I I� j ■ ■ I Iz zl I ■ DIN I I j DEN/ - I I_ DEN/ j { I BEDROOM #3 �I I� BEDROOM #3 j 0 I I COFFER_CEILINCY �6, I a,10 CO ER CEILING GOVERED ■ ■ COVERED I j ENTR"r ■ ■ ENTR'I' I M,4STER BEDROOM , SII COFFER CEILING I I I I zl z I �I e I i L --- - - - - -- — — FROM 1ST FL. DN / II LOFT 11' -4" CLG. ELEV.: +10' -0" OF FINISH PIPE VENT THRU ROOF 3" SANITARY 3 „ TO 15T FL. RAF— 8,4TH II \-3" ° H II LN. V"c lu. 5EDR00I" 1 # 9' -4" CLG- BEDROOM #2 II' -4" CLCz. Job No.: 02801 3 -9 Date : 4 -3 -2014 No of Sheets : 20 MODEL - C MODEL - C MODEL - D REVER8 REVERSE SECCNID FLCCfR P FLAN 0 sGALE 1/4 , V-0 3" SANITARY TO IST FL. •.:a::• Q� I M E ll. VAR lips M,4STER E COFFER I 1 4'Hw. - - - -- 3 /4'c.w. 3 /4"H.W.R. FROM IST FL. . I �I I� i i Revisions: Date: BLDG. DEPT. COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 w� Q� v� Q w� dh z O �Q UFO Q ui ca T OLn AT+43- 3 `® BEDR00t I1' -4" CLCa ■ U �w Q Z �J E Z�� v v v v v v v v R PLUMBING NOTES CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE2010, "(PLUMBING) 'UB MINI 5 DOUBLE SINK �Kf TC�IEN 211 3 STACK DOWN TO FIRST FLOOR 4 ` - V MINI S LAV � FOULDES 1C.0. i�00�M WC �, 4 G.O. AT GRADE a F ��8 PLUMBING RISER DIAGRAM "UNIT D" NOT TO SCALE 4 TO MAIN SEWER LINE 0 A DUET 5,4fR 2 1 2 " Bali r . Val + ✓e r �.� Relief � E L 'Y'alve € 7` 3 Watts T &P --------------- -- Relief Valve 1�1 Urair�iT�.be -- ._------ - -_WW m. Walls Test Plug .......... and Gauge Watts Backflovr - -,- Prevente'' 9 *(atts Shutoff {p M eier 8 Jim Cold - ;Il a Q , ` ate* Watts Water Pressure Reducing Valve Watts Vacuum r ---- Relief Valve �. }-lot to system Valve a Watts Water Heater Straps mm� p 9 k Watts Water 1- 1eater Stand 1. 1. THE mAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES , FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN 12.0 COMPLIANCE WITH TABLE P2903.2 FBC -10 RESIDENTIAL. LAVATORY 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. ` 3. THE MINIMUM SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL BE IN < ACCORDANCE WITH F.B.C. - TABLE 104.1. 1 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK 2.0 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. SHOWER 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ 2.0 TRAP. 2" 1. PROVIDE FOR ALL WATER SUPPLIES WITH QUICK - CLOSING VALVES < WATER HAMMER ARESSTORS PER F.B.C. - RP 2903 -5. t 6. PROVIDE VACUUM BREAKER AND SHUT -OFF VALVE ON ALL HOSE t BIBBS. 2.0 e. ALL VENT TERMINATIONS TO COMPLY WITH F.B.C. - RP 3103.5. t 10-PROVIDE SCALD PREVENTIVE VALVES AT ALL TUBS AND SHOWERS. t 11. A THERMAL EXPANSION CONTROL SHALL BE A 0 53C CALIBRATED 1.0 PRESSURE RELIEF VALVE. WET BAR SINK 12. A POTABLE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE 2.0 WITH F.B.G. PLUMBING, - RP 2902. 1 1/2" 13, IF THE HOT WATER PIPING EXCEEDS 100 FEET FROM THE SOURCE OF 1 HOT WATER SUPPLY TO THE FARTHEST FIXTURE, THE HOT WATER 2.0 SUPPLY SYSTEM SHALL BE PROVIDED WITH A METHOD OF MAINTAINING TOTAL THE TEMPERATURE OF HOT WATER TO WITHIN 100 FEET OF THE FIXTURES 15.0 IN ACCORDANCE WITH F.B.G., PLUMBING, - SECTION 601.2 OR SEC. 612.1 - OF F.B.C. 1 COLD WATER SUPPLY HOT WATER SUPPLY WATTS BRVT PRESSURE RELIEF VALVE WATER HEATER RELIEVE VALVE DE TAIL PRESSURE RELIEF FIRST FLOOR 2" VTR J V L,4UNFDRI WASHER 3 " 0 x 24" STANDPIPE ?„ 3" SHOWER 3 2" PLUMBING RISER DIAGRAM "UN C NOT TO SEAL: 4 C.O. AT GRADE a MINI STUPOR NT _[ice DOUBLE SINK 3 STACK DOWN TO FIRST FLOOR MINI l STS OR \ \I LAY FOWPER WG 3 "1 PLUMBING RISER DIAGRAM " UNIT D" (REVERSE) NOT TO SCALE 4 G.O. AT GRADE 4" 1 \ i 4 TO MAIN SEWER LINE S:MIN OR ENT 2 � <TCHEN 4" TO MAIN SEWER LINE 0 3 V l2" VTR FIRST F 3 „ SHOWER L. ,4UN�R� 2 " WASHER 3 "(p x 24" 2� STANDPIPE 3" PLUMBING RISER DIAGRAM " UNIT C;" (R NOT TO SCALE 4 C.O. AT GRAPE" 1 \ 4 TO MAIN S \-OP SEWER LINE DRAIN TERMINATE 2" HEAT SCALE N.T.S. ABOVE DRAIN PAN j TRAPS T *P TERMINATE 2" ABOVE DRAIN PAN 50 GALLON ELECTRIC WATER HEATER 2 "AIR GAP N.H. STATE # E63 -50H -045 REFER TO MFG SPECS FLOOR :::.: ',... ,' FOR REQUIREMENTS AND INSTALLATION. G.O. 4 4 4 DRAIN PAN 1 "PAN DRAIN TO BUILDING'S EXTERIOR. TERMINATE +6" ABOVE GRADE WATER HEATER DETAIL P _ 3 SCALE N.T.S. 0 0 WATER CLOSET PROJECT.. KATF- R51.R1n.130.CA.- ..U.N1.T.. "C" SANITA RY SI FIXTURE TYPE NO F.U. /EACH TOTA MIN, TRAP SIZE 4.0 12.0 3" LAVATORY 4 1.0 4.0 1 1/4" BATH TUB 1 2.0 2.0 1 I/2" SHOWER I 2.0 2.0 2" CLOTHES WASHER 1 2.0 2.0 3" KITCHEN SINK 1 2.0 2.0 1 1/2" KITCHEN SINK 1 1.0 1.0 1 1 " WET BAR SINK 1 2.0 2.0 1 1/2" OPTIONAL WASHER 1 2.0 2.0 3" TOTAL 12 15.0 30.0 - 1.0 1.0 1.0 1.0 OPTIONAL WASHER 1 1.0 1.0 1.0 1.0 TOTAL 14 7.7 20.6 6.q q..4 TOTAL SANITARY FIXTURE UNITS= ....30,0...... MINIMUM SIZE SANITARY LINE @ 1/8" SLOPE.... 3 .......................... HOT GOLD WATER SIZING FIXTURE TYPE NO. C.W.F.U. /EA. TOTAL H.W.F.U. /EA, TOTA TOTAL C.W.F.U. _ (....... 20.6 .. �.q:4 ......... ) _ ...30:0..... MINIMUM SIZE WATER SERVICE .......I.......... MINIMUM SIZE WATER METER ....... 1 °. WATER CLOSET 3 4.0 12.0 3" LAVATORY 4 1.0 4.0 1 1/4" BATH TUB 1 2.0 2.0 1 I/2" SHOWER I 2.0 2.0 2" CLOTHES WASHER 1 2.0 2.0 3" KITCHEN SINK 1 2.0 2.0 1 1/2" KITCHEN SINK 1 1.0 1.0 1 1 " WET BAR SINK 1 2.0 2.0 1 1/2" OPTIONAL WASHER 1 2.0 2.0 3" TOTAL 12 15.0 30.0 - WATER CLOSET 3 2.2 6.6 - LAVATORY LAVATORY 4 0.5 2.0 0.5 2.0 BATHTUB 1 1.0 1.0 1.0 1.0 SHOWER 1 1.0 1.0 1.0 1.0 CLOTHES WASHER I 1.0 1.0 1.0 1.0 KITCHEN SINK 1 1.0 1.0 1.0 1.0 DISHWASHER 1 - - 1.4 1.4 I 2 3.0 TOTAL 12 15 .07 WET BAR SINK 1 1.0 1.0 1.0 1.0 OPTIONAL WASHER 1 1.0 1.0 1.0 1.0 TOTAL 14 7.7 20.6 6.q q..4 PROJECT... HATER�1 P.E. 5o4A.. - ..4)N.I.T.. "D" 2 JER SANITARY SI FIXTURE TYPE NO. F.U. /EA CH TOTAL MIN. TRAP SIZE WATER CLOSET 3 4.0 12.0 3" LAVATORY 4 1.0 4.0 1 114" BATH TUB 1 2.0 2.0 1 1/2" SHOWER 1 2.0 2.0 2" CLOTHES WASHER 1 2.0 2.0 3" KITCHEN SINK 1 2.0 2.0 1 1/2" DISHWASHER 1 2.0 2.0 1 114" 1.0 DISHWASHER 1 - - 1.4 1.4 HOSE BIBB 2 3.0 TOTAL 12 15 .07 26.0 - TOTAL SANITARY FIXTURE UNITS = ...2 ................ MINIMUM SIZE SANITARY LINE @ 1/8" SLOPE..... 4 ......................... HOT 4 COLD WATER SIZING FIXTURE TYPE NO C_.W.F.U. /EA. TOTAL H_W.F.U. /EA ToTAi WATER CLOSET 3 2.2 6.6 1 - - LAVATORY 4 0.5 2.0 0.5 2.0 BATH TUB 1 1.0 1.0 1.0 1.0 SHOWER 1 1.0 1.0 1.0 1.0 CLOTHES WASHER 1 1.0 1.0 1.0 1.0 KITCHEN SINK 1 1.0 1.0 1.0 1.0 DISHWASHER 1 - - 1.4 1.4 HOSE BIBB 2 3.0 (0.0 - - TOTAL 12 5.7 18.6 4.q 7.4 Revisions: Date: BLDG. DEPT. COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 MD WO M OWN OtWED. EK N WITH THE 9 NOEMon. of M FIRM. OR )F THE WRITI M scA ONi tE DO MIKE FOR ID M5 OFFIO SIGNS AND d OF ADEQUATE w� QQ w� H� 3� _ON in O Q� -O O U �� lu OO ca O� TOTAL�� F /�/ 18.6 + 7.4 ) = 26.0 ....... MINI ° o &VICE..... 1. ............ MINIM U k °SIZF� %TER ..... J".......... 8 $ _ � 1 ORX PAUL E. HAGLER, FPE 20158, � �`�1280 HEATHER RIDGE BOULEVARD FNoof 28013 -9 3 -2014 eets : 20 :1 A/C EQUIPMENT SCHEDULE MIN. 4" SLAB PAD AT MIN AC -1 AC -2 AC -3 MANUFACTURER CARRIER CARRIER CARRIER CONDENSING UNIT MODEL CA16NA03000 G CA13NA03000 G CA16NA02400 G AIR HANDLER MODEL FX4DNF037 FX4DNF037 FX4DNF031 SUPPLY CFM 1000 1200 950 EXT. ST. PRESS 0.5 0.5 0.5 HEAT KW 8 8 8 TOTAL COOLING CAP. (BTUH) 29,400 28,000 24,800 SENSIBLE COOLING CAP. (BTUH) 20,670 19,700 17,450 LATENT COOLING CAP. (BTUH) 8,730 8,300 7,350 SEER 16.0 14.5 15.5 ELECTRICAL SERVICE 230/1/60 230/1/60 230/1/60 AHU MIN CIRC AMPS 48.5 48.5 48.5 AHU MAX BREAKER 50 50 50 GREAT ROOM o • °— C.U. MIN CIRC AMPS 16.8 16.8 17.7 C.U. MAX BREAKER 25 25 25 _J111110 REF.SUCT LINE SIZE 3/4 3/4 3/4 RERLIQUID LINE SIZE 3/8 3/8 3/8 C- INTERIOR D- EXTERI R D- INTERIOR BMP CLIP 2X4 MIN. 4" SLAB PAD AT MIN GALV. CLIPS LEVE -' -o• CLO. E EVOATION APPROVED BMP FLA PRODUCT APP.# o ° ER�CORNER P.B. FL14239 3" MAX FROM END OF UNIT CU MOUNTING DETAIL N.T.S. N&VAM 11111 j SUPPLY CEILING AIR DUCT STRUCTURE WATER SENSOR SWITCH ATTACHED REF. AHU TO SECONDARY DRAIN OF AHU. LINES SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT WATER LEVELS ARE HIGH. RETURN AIR COND.`� "R ALUMINUM LINE TRAP METAL STAND T- SWITCH WATER SEN SOR DETAIL BROAN #688 EF -1 @ 5° CFM W /4 "O V.T.O. W--w CLa 9'-6 CLG V j & 4"0 V.TRODF. DRYHR DUCT APPRC �'�'j IIIVALENCLBn`L -1 I TT I Tl LMES A /C a i I LLL I LI F C-6• Cla FT.ECTwcAL NETETN w /D15C. ( TO ir�Tw AT�iaNj LaO Wpm Lsms vcai FT I 1 I I I LLIIIII -1 — 1 F fl' -6' CL0. ELECTRMAL METER W/IISC. I I (CONTRACTOR TO VEIffY LOO. w/FPNN.� PRIOR TO INSTALLATION) 4 "MIN. 4 "MIN. AHU Li PROVIDE 4" ZCLI A RACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 FLEX DUCT LOCATION SHOWN IN PLAN IS SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. E T WORK DESIGNED ER A C CA MANUAL D. NOTES: 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8 OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9 O LE. 0. DRYER VENT DUCT�TO �E4 GALV. METAL. ►�� s _.• • =J • . ► =� 91-o? CLCL 9 . om WN �. " _ 200 M 200 CFM TT IT F zz �_� L_w � V -r cLO I V--o° CLO. I'-s• ctc. � � -e° aO. NC-a as � u'-e' ctc. aECTROD& MM (TRACTOR r = w c ' �%ERIFY oc. w/rl PROR TO tNSTALLA TO INSMATION) s-s• Ixc a as s-C CA F e'-e• CM (CONTRACTOR TO FY LOM w ( �FY�LOC. w/PP&L PRIOR TO INSTALLA ) TO INSTALLATION) LWESAIC#2 �I FTJ LLI - -r CLO. PLAN STARTED 03.16.14 .A' nH �i �- �d -' -o• CLO. P.B. "0 3 g g 0. ML PA. I IIJ � � !III�;�'��11111!1011, =1 � �IIIIIUIIIIIII�� U J J �i�111111111111IIIIC (_ �IIIIIIIIIIIIIIII _rIIII111Illllllllu � �IIIIIIIIIIIIIIII -!L ��IIIIII111II111`_� _'llliII11111G��Lill�i HOME DYNAMICS WATERSIDE - 9 UNIT BUILDING #6 DRAWING SCALE: LOT NUMBER: 1 /8 " =1' -0 V.TRODP. DRAWING COMPLETED BY• JOSE V. DRAWING CHECKED BY: OSCAR C. DRAWING NUMBER: PAGE DESIGNATION: 209486 Al 4 of 4 Li t4: C ENTLENGTH= ROOM =- GREAT ROOM o • °— -- = c • • GREAT _J111110 t aS 280 CFINI 91-e CUL ri 9'-6 CL6. 0 o/ 14XI41 wpm E L LECiRCA NNEIQt w /bt4C. ILA RA AHU #3 w/ (CONTRACTOR TO N9W�Y LOO PPoCR TO *wp" Amm it f 20D CFM �i ENW ROOM 200 CFM Ft LI LI L DINING Nil Ilk- W--w CLa 9'-6 CLG V j & 4"0 V.TRODF. DRYHR DUCT APPRC �'�'j IIIVALENCLBn`L -1 I TT I Tl LMES A /C a i I LLL I LI F C-6• Cla FT.ECTwcAL NETETN w /D15C. ( TO ir�Tw AT�iaNj LaO Wpm Lsms vcai FT I 1 I I I LLIIIII -1 — 1 F fl' -6' CL0. ELECTRMAL METER W/IISC. I I (CONTRACTOR TO VEIffY LOO. w/FPNN.� PRIOR TO INSTALLATION) 4 "MIN. 4 "MIN. AHU Li PROVIDE 4" ZCLI A RACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 FLEX DUCT LOCATION SHOWN IN PLAN IS SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. E T WORK DESIGNED ER A C CA MANUAL D. NOTES: 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8 OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9 O LE. 0. DRYER VENT DUCT�TO �E4 GALV. METAL. ►�� s _.• • =J • . ► =� 91-o? CLCL 9 . om WN �. " _ 200 M 200 CFM TT IT F zz �_� L_w � V -r cLO I V--o° CLO. I'-s• ctc. � � -e° aO. NC-a as � u'-e' ctc. aECTROD& MM (TRACTOR r = w c ' �%ERIFY oc. w/rl PROR TO tNSTALLA TO INSMATION) s-s• Ixc a as s-C CA F e'-e• CM (CONTRACTOR TO FY LOM w ( �FY�LOC. w/PP&L PRIOR TO INSTALLA ) TO INSTALLATION) LWESAIC#2 �I FTJ LLI - -r CLO. PLAN STARTED 03.16.14 .A' nH �i �- �d -' -o• CLO. P.B. "0 3 g g 0. ML PA. ;r NH tI� U J J wrnRYERRo DRAWING INFO CONTRACTOR INFO: 252© N. ANDREWS AVENUE POMPANO BEACH, FLORIDA 33064 PHONE: (954) 974 -7277 FAX: (954) 973 -1883 STATE OF FLORIDA LICENSE # EAC045860 HOME DYNAMICS WATERSIDE - 9 UNIT BUILDING #6 DRAWING SCALE: LOT NUMBER: 1 /8 " =1' -0 V.TRODP. DRAWING COMPLETED BY• JOSE V. DRAWING CHECKED BY: OSCAR C. DRAWING NUMBER: PAGE DESIGNATION: 209486 Al 4 of 4 t4: C ENTLENGTH= a'-r ar. ITTTITI ��. LA7aS AfC l aS LLL I LI F W -8 as 9'-6 CL6. E L LECiRCA NNEIQt w /bt4C. w/ (CONTRACTOR TO N9W�Y LOO PPoCR TO *wp" Amm MODEL - D - INT MODEL - D - INT MODEL - D - INT MODEL - D - INT MODEL - C REVERSE -1 I f REVERSE) UP I I I r THE DESIGN PLANS AND SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT CAN CHANGE DUE TO FIELD CONDITIONS. MODEL - D -EXT REVERSE 1 I PLAN HISTORY PLAN STARTED 03.16.14 REVISED: B.D. COMMENTS 04.24.14 REVISED: DRYER 2ND FL MODEL C -LEFT 06.23.14 Z � Z U J J DRAWING INFO CONTRACTOR INFO: 252© N. ANDREWS AVENUE POMPANO BEACH, FLORIDA 33064 PHONE: (954) 974 -7277 FAX: (954) 973 -1883 STATE OF FLORIDA LICENSE # EAC045860 HOME DYNAMICS WATERSIDE - 9 UNIT BUILDING #6 DRAWING SCALE: LOT NUMBER: 1 /8 " =1' -0 DRAWING COMPLETED BY• JOSE V. DRAWING CHECKED BY: OSCAR C. DRAWING NUMBER: PAGE DESIGNATION: 209486 Al 4 of 4 U <� DISC. __W/ I✓ EWH N i E F \ N i E `" -- 0 F \ DN UP UP UP TO STAIR \ — — — — / TO STAIR )Ik UP UP TO STAIR \ — — a CiFCI EU1E I — — / TO �T AIR "Uf if Ie M LIGI�75 LIGHTS M �1 LIGN75�� L SD GFCI CsFC1 D S C• _CI I GFCI D rER EQ T ER FO'rER FC'TER I $' -0" CLG, I CLG. 8' -0" CLG. 8 TTTTTTT ' N ELEC. /® , PANEL w/ MAIN SIDE IIIIIIIII ' � F- I � I —f -'r -- — 2X4 \ 2X4 FL. 2X4 FL. / \ 2X4 FL. 2X4 FL. / If o IL - CzFCI I CxFC C;FCI BIKES I C�FC •. WP STORAGE/ >u � \ RED COVER C OVERED ------ ____ -- ------ ____ -- I I — - - - - -- O.H.D. OPENER \ UJORIGSHOP - - - - - -- - - ED COVE Z NTRY � — — — — — — — O.H.D. OPENER � (- — — — — — — — O.H.D. OPENER � ENTRY NTR'I' r — — — — — — — O•� -I.D. OPENER — — — — — — — � I 2- CAR GARAGE I 1� — — — — — — — O.H.D. OPENER :L 8 -ro" cL�• 2- CAR GARAGE I I 2 CAR GARAGE a' -�" cL a - " C LG. 2 - CAR GA RAGE 1 I 13'-6 cL�• I 1 _ 2 - CAR GxARAC E � c OVE E I CLG. I j ( 9' -�0" CLG. C 1 \ I 9' -6" Clr . I CI I 1 I 9 -6 CLG. – 1 1 w T Q I ENT Y 8 ELECTRICAL METER (CONTRACTOR I I ELECTRICAL METER (CONTRACTOR ELECTRICAL METER (CONTRACTOR I C I I 1 Q IU o z I -6 LCx. 1 T(p VERIFY LOG. W/FP4L PRIOR TO i I TO VERIFY LOC. W/FP4L PRIOR O TQ� VERIFY LOG. W/FP4L PRIOR TO INSTALLATION) I i I INSTALLATION) INSTALLATION) / E{ EC. I I ELE ` I ELE I ELEC. I ELE VELOC. W/FP L PRIOR TO M��qq N DISC. ( ( MAIN / I PANEL II f &C. 1 MA I N E DISC. 1 INSTALLATION) 1 IiSIDE I 1 INSI ( E I INSIDE I INSIDE TO SV41TC44 I / AT ENTRY .5 •� \ I I I I I ��' - - -- -sue �z - - - - -- \ 1 -- -- -- - -�� —_ F� - - - - -- -- -- -- -- -- -- -- I I \ L------ - - - - -- — i ------- - - - -- \ L — — — — — — — — — — — — -------- - - - --I --------------------- I All Electrical UP V Nat omply with the 20 I �al Code C trl FAIRTIAL FlfR5T FL6OfR ELECTfRICAL FLAN I I I I I I SCALE: 1/4 = 1' -O'I M IDEL - D A.G.U. I RE VERSE A.C.U. ) i � REVERSE ) A.G.U. I A.C.I�, W/ DISC. W/ ISC. W/ DISC. W/ DISC. I I I I WP WP WP ---------------- - - - -- WP WP GFCI H B. Dg D5 I-I B. C_ =Cl — — — GFC1 H B. Dg I 1-I B C_.pCI Dg H,B. GFCI - - - -- -- -- - - - -- — T I — - - - -- -- a II a -- - - - - -- — -- I I I I I s0 c o � zIt o �ii? SD - G � =° 1 � COVEREID PATIO # c� L 12 T SW O W . D DBL SINK I I DBL SINK DSL SINK ( V 9' -0" CLCa. I 05L SINK W/DISP 7 Pf W/DISP W/DISP 7H CI \ PI-I W/DISP gPcI CsF�I – – – – C�FCI PRE -WIRE FOR CiFFI – z z z CE 4 LIGHT FAN " $ LICsI -IT KITC1 -IE > o ITCI-IEN , iGITCNE } o O F. } , KITCHEN \ g' -0" CL . O 0 O 0" CLG. CLG. - / g' -0" cL O 0 rV O g' -0" O GREAT ROOM I I I O O 1 1 GREAT ROO O rY ry OO A REAT ROOM I I I I z O — — — — — — — — — " —"� O z I I GREAT ROO O Tv CLG. I I i z CLG. CLG. i 0 1 1 0 I // O i I i 9' -0" CLG. 00� I o�'00 00� ax- O�'o0 \ CzF I I i CxI�GI GCI / i I CI P /WIRE FOR PRE -WIRE OR I 1 ' ci>� \I i I CI P WIRE FOR PRE -WIRE OR CEILING N C (LING FAN CEILINCz N PH C [LING FAN LIGHT \ \ 4 LIGHT 4 LIGHT 4 LIGHT � -�- I I -�- RED• i�EF. -.�- I I -� / � �- I I � ��• � I 1 II 1 I II ' 11 1 ' PRE -WIRE FOR �— CEILING FAN i I I i 4 LIGHT 4 — TT - T - 1 P. P. II FT� I —��T� ii P. O rY i i I P. FT�� — (T I I I 1 1 1 1 1 1 1 I I I I I I I I I I I, 1 1 1 I I 1 1 I I I 1 I, 1 1 1 II I I I I 11 EWH EWH 1 1 I I � CL�• � I I 1 1 EWH II I I I m COL 11 I F- L'1' OOM DINING I I I I I II �m I III III I I III S' -0" CLG. SA N LN, I —� LL LL �_ _L LJ DINING I g -0 c LCx. DINING I c DINING Tr - P-% 1 -m L .I LL �— D I ING 9 -0" CLG. 9 0 CLG. ; R. 9 g' -m LCD. - CLG. 9 LCs. II II II \ LAUNDRY 9 EF =- 11 \ VP WITH ?008 NATIIONALCC ELET RIC, CODE AND S `I' HALL COMPL UITH ALL LOCAL RULES AND ORDINANCES, INCLUDING ?010 F.B.C. V Q W 2, IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERT MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR 15 EXPECTED TO FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 3. PERFORM ALL WORK BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, AND ACCEPTED BY THE ARCHITECT AND /OR OWNER. 4. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. MODEL - D A 0 T Revisions: PROV ,ARC FAUL=T CIRCUIT INTERRUPTERS LgAUN0R`1' R0Ot - 1 4 DINING R00M TO 5E ON ON ALL DR001 ELECTRICAL CIRCUIT ITS OWN SMALL_ APPLIANCE CIRCUIT (OUTL= Te FANS, 6MCKE DETECTOR, ETC.) ELECTRICAL AS BUILT NEC 210 -12 5. MEET ALL STANDARD REQUIREMENTS OF ELECTRIC COMPANY 11. ALL RACEWAYS AND PIPES SPACED IN OR THROUGH ANY AND TELEPHONE COMPANY FOR THEIR INSTALLATION. CONCRETE SLAPS SHALL ESE SPACED A MINIMUM OF 3 DIAMETERS OF (o. ELECTRICAL CONTRACTOR TO 51ZE AND VERIFY ALL SERVICES TO THE LARGEST RACEWAY. UNITS AND MAIN SERVICE. 12, PROVIDE G.F.C.I. RECEPTACLE AT BATHROOMS, GARAGE, AND 1. PROVIDE ALL NEW MATERIALS BEARING UNDERWRITER'S AND OUTSIDE RECEPTACLES. ALL RECEPTACLES IN BATHROOMS TO UNION LABELS, WHERE APPLICABLE_ COMPLY W/ N.E.C. 210- 52(d). S. MINIMUM WIRE SIZE SHALL BE #14 A.W.G. EXCLUDING CONTROL WIRING. ALL 13- USE G_F.C.I_ CIRCUIT BREAKERS ON GF.C.I. OUTLETS. CIRCUITS SUPPLYING KITCHEN, DINING ROOM AND BREAKPAST AREA TO BE 14. SMOKE /CARBONMONOXIDE DETECTORS SHALL ESE CONNECTED #12 A.WG., AND GFCI PROTECTED. UNLESS OTHERWISE NOTED, ALL AHEAD OF SWITCHING FOR BEDROOM LIGHTING CIRCUITS PER N.E.C. CONDUCTORS SHALL BE COPPER WITH THHW INSULATION. ROMEX 15 210 -12 (A) AND (B). ACCEPTABLE WHERE ALLOWED PER CODE, 15, SMOKE DETECTORS SHALL BE HARD WIRED 11OV W/ BATTERY e. ALL RACEWAYS UNDERGROUND AND /OR LARGER THAN 2" IN BACKUP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. (N.P.P.A. DIAMETER SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE CHAPTER (5) 40 PVC, ALL OTHER RACEWAYS SHALL COMPLY WITH GOVERNING 16. ALL BEDROOM CIRCUIT'S SUPPLYING OUTLETS SHALL BE CODES. A.F.C.I. PROTECTED PER 200& N.E.C. ARTICLE 210 -12. 10. MAIN ELECTRICAL SERVICE TO BUILDING TO BE UNDERGROUND. 1 PROVIDE 4" CLEARANCE AT AIR HANDLING UNIT ON ALL SIDES + 30" CLEARANCE AT SERVICE SIDE 2, IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERT MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR 15 EXPECTED TO FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 3. PERFORM ALL WORK BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, AND ACCEPTED BY THE ARCHITECT AND /OR OWNER. 4. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. MODEL - D A 0 T Revisions: Date: BLDG. DEPT, COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 ELECTRICAL AS BUILT 4 -14-15 ESIGNS, ARRANGEMENTS, OR PLANS SHALL AN LL BE USEJSY, TO Y PERSON, FIRM. OR CORPORATION FOR AN SOEVER WITHOUT THE WRITTEN PERMISSION OF BN INC. WRITTEN ONS N THESE DRAWIN CONTRACTONo BE RESPONSIBLE FOR ALL DIMENSIONS AND THE JOB. AND THIS OFFICE MUST BE NOTIFIED OM THE DIMENSIONS AND C ON DITIONS SHOWN BY T HOP DETAILS OF ADEQUATE SCALE MUST BE SUBM FOR APPROVAL BEFORE PROEDING WITH THE ITEMS SO NOTED. w c� QQ w� H� dF �r Procesud All cork inVOlVed On Pia' p,3fMil SE780 COA10M W Pa all City or Boynton SiSmCh Building Co Job No.: 028013 -9 Date : 4 -3 -2014 No of Sheets : 20 • RESIDENCE LOAD CALCULATIONS (UNIT "C") APPROXIMATE SQUARE FOOTAGE = 2,216 CKTS QTY DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 2,216 SQ. FT. x 3 VOLT AMPERES 6.7 KVA (3 ) x SMALL APPLIANCE CIRCUITS 1,500 VOLT- AMPERES EACH 4.5 KVA (2) WASHERS (1- STANDARD THE OTHER OPTIONAL) 3.0 KVA (2) DRYER (1- STANDARD THE OTHER OPTIONAL) 10.0 KVA 1 RANGE 2. KVA (1) HOOD 1.0 KVA (1) DISHWASHERS 1.2 KVA 11) DISPOSALS 0.5 KVA ( 1) REFRIGERATORS/ FREEZER/ WINE/ ICE 1.2 KVA ( 1) ELEC. HOT WATER HEATER 4.5 KVA TOTAL WHIRL POOL /DINING SMALL APPLIANCE INCLUDED FIRST 10 KVA ; 100% 10.0 KVA REMAINDER @ 40% ( 34.6 KVAx .4) 13.84 KVA 0 AIR CONDITIONING @D 65% 5.2 KVA TOTAL SERVICE 29.04 KVA SERVICE SIZE ( 26.44 KVA / 240V) 110.2 AMPS 44.6 KVA 200 AMP SERVICE 0 MOUNT RECESSED TYPE LOAD CENTER MIN. A.I.C. 22,000 AMPS VOLTS 120/240V 103W PANEL "A" (UNIT "C ") POS 42 CKTS QTY LOAD BRK'R WIRE COND. LOAD 1 1 GARAGE DR OPENER 20A /lP 12 112" 500 2 1 GARAGE /EXT RECEPTS 20A /lP 12 1/2" 540 3 1 PWDR /GAR /EXT /KITCH LTG 20A /1P 1 12 1/2" 800 4 1 PWDR RM RECEPT 20A /lP 12 - 400 5,7 1 WATER HEATER 30A /2P 10 3/4" 4500 6 1 REFRIG 20A /lP 12 - 1200 8 1 SMALL APPL 20A /lP 12 - 1500 9,11 1 RANGE 60A /2P 6 3/4" 12000 10 1 HOOD 20A /1P 12 - 1000 12 1 SMALL APPL 20A /lP 12 - 1500 13 1 DISHWASHER 20A /lP 12 - 1200 14 1 DIPOSAL 20A /lP 12 - 500 15 1 DINING RM SMLL APPL 20A /lP 12 - 1500 16 1 EXT /GREAT RM RECEPTS 20A /lP 12 112" 900 17,19 1 1 Cu 25A/2P 10 3/4" 4032 18 1 /1/ 1 1 1 20 1 STAIR /BDRM 3 LTG 20A /1P 12 112" 755 21 1 STAIR /HALL /BDRM 3 RECEPTS 2OA /lP 12 112" 1260 22 1 BDRM 2/M BDRM /ATTIC RECEPTS 15A /1P 14 - 1155 23 1 BDRM 2 /BATH /M BDRM/ BATH LTG 15A /1P 14 - 1475 24 1 BATH RECEPT 20A /lP 12 - 400 25 1 WASHER 20A /lP 12 1/2" 1500 26,28 1 DRYER 30A /2P 10 3/4" 5000 27 1 M BDRM RECEPTS 15A /1P 14 - 1080 29 1 M BATH RECEPT 20A /1P 12 - 400 30,32 1 AHU 50A /2P 8 3/4" 8000 31 1 0 1 1 - 33 - SPACE - - - - 34 1 WASHER #2 (OPTIONAL) 20A/1P 12 1/2" 1500 35,36 1 DRYER #2 (OPTIONAL) 30A /2P 10 3/4" 5000 36 - - - - - 38 - - - - - 39 - - - - - 40 - - - - - 41 - - - - - 42 - - - - - 42 - - - - TOTAL - A/C = 42,065 TOTAL 1 65,500 FIRST 10,000 WATTS @ 100%= 10,000 REMAINDER 32,065 @ 40% = 12,826 A/C @ 65% = 5,200 SUBTOTAL= 28,026 / 240v= 116.8 AMPS 4 # 3 /0's THWN FEEDER SIZE 1 # 6 GND CU CONDUIT SIZE 2" I rA 0 0 MOUNT RECESSED TYPE LOAD CENTER MIN. A.I.C. 22,000 AMPS VOLTS 120/240V 103W PANEL "A" (UNIT "D ") POS 42 CKTS QTY LOAD BRK'R WIRE COND. LOAD 1 1 GARAGE DR OPENER 20A /1P 12 112" 500 2 1 GARAGE /EXT RECEPTS 20A /1P 12 1/2" 360 3 1 PWDR /GAR /EXT LTG 20A /1P 12 1/2" 500 4 1 PWDR RM RECEPT 20A /1P 12 - 400 5,7 1 WATER HEATER 30A /2P 10 3/4" 4500 6 1 REFRIG 20A /1P 12 - 1200 8 1 SMALL APPL 20A /lP 12 - 1500 9,11 1 RANGE 60A /2P 6 3/4" 12000 10 1 HOOD 20A /lP 12 - 1000 12 1 SMALL APPL 20A /1P 12 - 1500 13 1 DISHWASHER 20A /1P 12 - 1200 14 1 DIPOSAL 20A /1P 12 - 500 15 1 DINING RM SMLL APPL 20A /1P 12 - 1500 16 1 EXT /GREAT RM RECEPTS 20A /lP 12 1/2" 1080 17,19 1 CU 25A/2P 10 3/4" 4032 18 1 /1/ 1 1 1 20 1 EXT /STAIR /BDRM 3 LTG 20A /lP 12 1/2" 1200 21 1 STAIR /HALL /EXT /BDRM 3 RECEPTS 20A /lP 12 1/2" 1080 22 1 BDRM 2/M BDRM /ATTIC RECEPTS 15A /1P 14 - 1260 23 1 BDRM 2 /BATH /M BDRM / BATH LTG 15A /1P 14 - 1200 24 1 BATH RECEPT 20A /1P 12 - 400 25 1 WASHER 20A /1P 12 112" 1500 26,28 1 DRYER 30A /2P 10 3/4" 5000 27 1 M BDRM RECEPTS 15A /1P 14 - 720 29 1 M BATH RECEPT 20A /1P 12 - 400 30,32 1 AHU 50A /2P 8 3/4" 8000 31 1 33 - SPACE - - - - 34 - - - - - 35 - - - - - 36 - - - - - 37 - - - - - 38 - - - - - 39 - - - - - 40 - - - - - 41 - - - - - 42 - - - - TOTAL 49,725 TOTAL - A/C = 41,725 FIRST 10,000 WATTS @ 100%= 10,000 REMAINDER 31,725 @40% = 12,690 A/C @ 65% = 5,200 SUBTOTAL= 27,890 / 240v= 116.2 AMPS 4 # 3 /0's THWN FEEDER SIZE 1 # 6 GND Cu CONDUIT SIZE 2" FA m A R SIDENCE LOAD CALCULATIONS UNIT "D" APPROXIMATE SQUARE FOOTAGE = 2,179 Date: G. DEPT. COMM. F D SCRIPTION TOTAL LOAD ELECTRICAL AS BUILT GENERAL POWER & LIGHTING @ 2,179 SQ. FT. x 3 VOLT AMPERES 6.2 KVA (3) 1 x SMALL APPLIANCE CIRCUITS @ 1,500 VOLT- AMPERES EACH 4.5 KVA i 1) ( WASHERS 1.5 KVA ( 1 )� DRYER 5.0 KVA ( 1) RANGE 12.0 KVA 0 HOOD 1.0 KVA l ) [g DISHWASHERS 1.2 KVA ( 1 I DISPOSALS 0.5 KVA (1) REFRIGERATORS/ FREEZER/ WINE/ ICE 1.2 KVA (1) ELEC. HOT WATER HEATER 4.5 KVA TOTAL WHIRL POOL /DINING SMALL APPLIANCE INCLUDED FIRST 10 KVA (al 100% 10.0 KVA REMAINDER @ 40% ( 27.6 KVAx .4) 11.04 KVA AIR CONDITIONING (la 65% 5.2 KVA TOTAL SERVICE 26.24 KVA A SERVICE SIZE ( 28.84 KVA / 240V) 109.3 AMPS 37.6 KVA 200 AMP SERVICE rI MODEL - C MODEL - C C REVERSE MODEL - D C REVERSE J Ei r ' �lkl lk wl isions: Date: G. DEPT. COMM. F 4 -25 -14 ER REVISION 6-11-14 ELECTRICAL AS BUILT 4 -14-15 ALL IDEAS. DESIGNS. ARRANGEMENTS, AND PUNS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE OR OF THIS OFFICE" AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON. AND IN CONNECTION WITH THE SPECIFIC PROJECT. NONE OF IE RESPONSIBLE FOR ALL DIMENSIONS AND JOB, AND THIS OFFICE MUST BE NOTIF I ED OF ANY IE DIMENSIONS AND CONDITIONS SHOWN BY THESE DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED APPROVAL BEFORE PROCEEDING WITH THE G} PRE -WIRE Ot' CEILfNCa N 4 1_ IGHT I �I �T - L L; y r= I Ta INI Ell P. M�I illvv I NOTES: - ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. RATING OF 22,000 AMPS AND BE NEMA -3R RATED. - ALL ELECTRICAL EQUIPMENT AND WIRE RATED (a 75 - C CONTINUOUS DUTY. PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE NOTE: 1. ALL 120V GENERAL BRANCH CIRCUITS, CARBON MONOXIDE /SMOKE ALARM COMBO UNITS & LIGHTS TO BE PROTECTED BY ARC INTERRUPTING CIRCUIT BREAKER -PER N.E.C. 210.12 EXCEPTION IS GFI CIRCUIT TYPE BREAKERS FOUND IN KITCHEN, BATHROOM, GARAGES, AND OUTDOOR. PROVIDE TAMPER RESISTANT TYPE RECEPTACLES PER N.E.C. 406.11, AND 210.52, NORMALLY USED FOR GENERAL POWER AND ILLUMINATION. ELECTRICAL SERVICE WITH THE FP &L 3 #3/0 L r= IS f c44 L.. L REPRESENTATIVE. THE CONTRACTOR SHALL 1 # 6 GND T CU NOTIFY ELECTRIC METER NOTIFY THE ENGINEER OF ANY CHANGES M z QFnlnaFn 11 1 O ELECTRIC PANEL FPL WALL MOUNTED FIXTURE JUNCTION SOX 10 3W 2P -200A MINI RECESSED LIGHT FIXTURE METER V.P. VAPOR PROOF RECESSED FIXTURE u.c�. C.B. aJ A/C DISCONNECT FLOOD LIGHTS EF ® 220 VOLT RECEPTACLE 3 # 3/0 CARBON MONOXIDE /SMOKE DETECTOR 0 HANGING LIGHT FIXTURE =(Q DUPLEX OUTLET THWN CU FINAL LOCATION. 2 " C. QUADPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED GRADE � DUPLEX OUTLET - FLOOR MOUNTED TO FPL 1 # 1/0 CU W.P. 120/240V NOTE: G.F.C. I=Q WEATHER PROOF DUPLEX OUTLET 103W SEE PANEL SCHEDULES FOR A/C ELECTRICAL 1 PI{ TELEPHONE JACK BOND TO 1 # 1/0 DISCONNECTS AND WIRE SIZES. C.W.P. AND TO NOTE: Tv TELEVISION JACK FOUNDATION STEEL = PROVIDE INTERSYSTEM BOND 5/8 "000FT TERMINATION PER N.E.C. 250.94 O CENTRAL VAC. HOS O UTLET TYP. ELECTRICAL RISER DIAGRAM FOR EACH UNIT a WALL SWITCH NOT TO SCALE 4W 3 -WAY WALL SWITCH �OO� ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 EDITION OF THE NATIONAL W 4 WALL SWITCH ELECTRICAL CODE, 2010 EDITION OF NFPA 101, 2010 EDITION OF NFPA 72, 2010 EDITION OF Q DIMMER WALL SWITCH FBC. CEILING FAN PUSH SUTTON SWITCH FLUORESCENT LI GHT FIXTURE fAfRT f AL F I fR5TL �20fR ELECTIRICAL FLAN ENEMA 3 -R ENCLOSURE I 5C,4LE: 1/4 = 11 -011 EXTERIOR LU Q � o a OL � Q o�J u - ono Lu �m E 28013-9 3-2014 eets : 20 WALL MOUNTED FIXTURE JUNCTION SOX P.0 PULL CORD FIXTURE MINI RECESSED LIGHT FIXTURE V.P. VAPOR PROOF RECESSED FIXTURE u.c�. UNDER CAB ►NET FLUORESCENT LIGHT ac!_. ABOVE CABINET FLUORESCENT LIGHT FLOOD LIGHTS EF O EXHAUST FAN CARBON MONOXIDE /SMOKE DETECTOR 0 HANGING LIGHT FIXTURE FLOOR OUTLETS TO BE LOCATED $£FORE SLAB IS POURED. BUILDER TO VERIFY FINAL LOCATION. fAfRT f AL F I fR5TL �20fR ELECTIRICAL FLAN ENEMA 3 -R ENCLOSURE I 5C,4LE: 1/4 = 11 -011 EXTERIOR LU Q � o a OL � Q o�J u - ono Lu �m E 28013-9 3-2014 eets : 20 U f— w Qz �J ` a i MODEL - D REVE PRE-WIRE FOR PRE -WIRE FOR i t 4,6TER BEDS CEILING FAN OOi` T„ r CEILING FAN T �A�STER BEDROOM COFFER C E ILING z Iz I 8 I �I' I J I 1 &LIGHT � 4 LIGHT � COFFER C IL 1NG v z10 I O I iu lu I O D r I ! MAI(:;T ice' a = le M4STER SITTING _%` 0 1 ' ' L b — _ SITTING _ j j j - � 4 O \ I I I I COFFER CEILING COFFER CEILING I I I U C/ O PRE -WIRE FOR' ( 1 1 1 / PRE -WIRE FOR 1 CEILING FAN 8 CEILING FAN �� -- - - -- LIGHT _ _ = f = 8 4 LIGHT - - L--- - - - - - - ---=- - - - - -_j F' , 11' ,I C LG I `�" I �� 1=u I I 11' -4" LCz. DN \ I L_ l a4 as l I / D - W. I.C. - I1' -4" _ CL G. I1' -4" CL C-:, ' DISGONNEC,. A U AI-4U QISCONNECiT ! E UILT IN Al BUILT IN AAH II 11 \/ \/ II II LOFT , _ _ N �{ q� �lA� LN. �, LOFT 1 EF I M. >gi� CLG. / _ PRE- WIRE;FOR TV I CEILING�AN 4�1'HT 1I � i ow &A4TH — I II- II II II FW I O EF % II VP _ r � � VI r fflm�' ■ , I B TH I , 4 -25 -14 ■ PGEILfNGEF,°R— i r � � VI r fflm�' ■ MODEL - D MODEL - C ( L I I r — - - — - I — WIRE FOP, R ( ASTER BEDROOM MASTER BEDOOI'� , 1� TV I CEILING FAN 8 ., � COFFER CEILING ? z 4 LIGHT I COFFER CEILING Z 1 Lu lu Lu - -® w 1 1 w Jj 1�� TV O H O E-2 I- I I 1; MASTER 914 I O O 1 I I— SITTING 'I PRE -WIRE FOR \ COFFER CEILING I CEILING FAN PRE -WIRE FOR' — — 4 LIGHT \ CEILING FAN �, I - ,- - - -- 4 L IGHT - -- - - L---- - - - -- II 10 I1 - Vic I I l aa % / IKw - -ON „ ( L��I DISCONNECT 1 AHU L _ _ _ — 2�l,IILT LOFT / LN — 1 EF TY I PRE -WIRE ; FOR CE IL ING #AN 4 L I 'HT NITC E - -_ -- 1 II II W II II EF % II CI LN. O� PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOM *2 ll' -4" CLG. 1 % % I PRE -WIRE FOR / CEILING FAN �'\ // SD — — — — F Tv TV 1 4 L ]GHT 1 CLG. — PRE -WIRE FOR �' - - - - -- CEILING FAN 4 L 1697 BEDROOM #3 9' -4" CLG. T GARA LIG, TS I I O O -1 —)! � u� I=.� / ( DPI�I�If�uINCzEFANR U I U — _-- __ —__ - -_ —_ 0 I 1 5E �3M 1*3e1 L1 lJ 1 COVERED I----- - - - _�^ 1 EN TR�I' WP GsFCI PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOI I 0 3 11' -4" CLG. ®m■m® PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOM #2 11' -4" CLG. FA T I AL S COI ID FL OOF� E LECTFZCAL FL AN SCALE: 1/4" = 1' - 0 11 V Q Lu Z J ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ?008 NATIONAL ELECTRIC CODE AND SHALL COMPLY UITH ALL LOCAL RULES AND ORDINANCES, INCLUDING !010 F.B.C. 2. IT 15 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO 5E PLACED IN PROPER WORKING ORDER. 3. PERFORM ALL WORK BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL 5E FULLY OPERATIVE, AND ACCEPTED BY THE ARCHITECT AND /OR OWNER. 4. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. MEET ALL STANDARD REQUIREMENTS OF ELECTRIC COMPANY 11. ALL RACEWAYS AND PIPES SPACED IN OR THROUGH ANY AND TELEPHONE COMPANY FOR THEIR INSTALLATION. CONCRETE SLAB SHALL 5E SPACED A MINIMUM OF 3 DIAMETERS OF 6. ELECTRICAL CONTRACTOR TO SIZE AND VER IFY ALL SERVICES TO THE LARGEST RACEWAY. UNITS AND MAIN SERVICE. 12. PROVIDE G.G.I. RECEPTACLE AT BATHROOMS, GARAGE, AND 1. PROVIDE ALL NEW MATERIALS BEARING UNDERWRITER'S AND OUTSIDE RECEPTACLES. ALL RECEPTACLES IN BATHROOMS TO UNION LABELS, WHERE APPLICABLE. COMPLY W/ N.E.C. 210- 52(d), 8. MINIMUM WIRE SIZE SHALL 5E 11 14 A.W.G. EXCLUDING CONTROL WIRING. ALL 13. USE G.F.C.I. CIRCUIT BREAKERS ON G.F.C.I. OUTLETS. CIRCUITS SUPPLYING KITCHEN, DINING ROOM AND BREAKFAST AREA TO BE 14. SMOKE /CARBONMONOXIDE DETECTORS SHALL BE CONNECTED #12 A.W.G., AND GFCI PROTECTED. UNLE55 OTHERWISE NOTED, ALL AHEAD OF SWITCHING FOR BEDROOM LIGHTING CIRCUITS PER N.E.C. CONDUCTORS SHALL 5E COPPER WITH THHW INSULATION. ROMEX IS 210 - 12 (A) AND (B). ACCEPTABLE WHERE ALLOWED PER CODE. 15. SMOKE DETECTORS SHALL 5E HARD WIRED 110V W/ 5ATTERY 9. ALL RACEWAYS UNDERGROUND AND /OR LARGER THAN 2" IN BACKUP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. (N.F.P.A. DIAMETER SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE CHAPTER S) 40 PVC, ALL OTHER RACEWAYS SHALL COMPLY WITH GOVERNING 16, ALL BEDROOM CIRCUIT'S SUPPLYING OUTLETS SHALL 5E CODES. A.F.C.I. PROTECTED PER 2008 N.E.C. ARTICLE 210 -12. 10. MAIN ELECTRICAL SERVICE TO BUILDING: TO BE UNDERGROUND. 17, PROVIDE 4 CLEARANCE AT AIR HANDLING UNIT ON ALL SIDES + 30" CLEARANCE AT SERVICE SIDE EI: M. X CLG. _ M. 5A4T4- / I I V -4" CLG. II a i I I Pc I I I MODEL - D C REVERSE 1 , I B TH I 4 -25 -14 ■ PGEILfNGEF,°R— i ELECTRICAL AS BUILT M L---- - - - - -- M BEDROOI'l i I LN. ■ I 8 11 V ?I 4 LIGHT I I LN. I J l z Lu IU I COFFER CEILING I O O u . i l y Lu 00;00;a MM45TER PRE - FOR CEILIi�IItgG G FAN 6ML�- 5 O 4 U GzHT COFFER CEILING / 1 811 / _4 1 1 R E ILING FAN 4 LIGHT --- - ---_ _.. -- -� PRE -WIRE FOR CEILING FAN PRE -WIRE FOR CEILING FAN % PRE -WIRE FOR CEILING FAN PRE -WIRE FOR CEILING FAN 4 LIGHT BE DROOM #2 4 LIGHT BEDROOM 11 3 —� 4 LIGHT BEDROOM 3 4 LIGHT BEDROOM *2 I=L CLG. 9' -4" CLG. il' -4" CLG. MODEL - D MODEL - C ( L I I r — - - — - I — WIRE FOP, R ( ASTER BEDROOM MASTER BEDOOI'� , 1� TV I CEILING FAN 8 ., � COFFER CEILING ? z 4 LIGHT I COFFER CEILING Z 1 Lu lu Lu - -® w 1 1 w Jj 1�� TV O H O E-2 I- I I 1; MASTER 914 I O O 1 I I— SITTING 'I PRE -WIRE FOR \ COFFER CEILING I CEILING FAN PRE -WIRE FOR' — — 4 LIGHT \ CEILING FAN �, I - ,- - - -- 4 L IGHT - -- - - L---- - - - -- II 10 I1 - Vic I I l aa % / IKw - -ON „ ( L��I DISCONNECT 1 AHU L _ _ _ — 2�l,IILT LOFT / LN — 1 EF TY I PRE -WIRE ; FOR CE IL ING #AN 4 L I 'HT NITC E - -_ -- 1 II II W II II EF % II CI LN. O� PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOM *2 ll' -4" CLG. 1 % % I PRE -WIRE FOR / CEILING FAN �'\ // SD — — — — F Tv TV 1 4 L ]GHT 1 CLG. — PRE -WIRE FOR �' - - - - -- CEILING FAN 4 L 1697 BEDROOM #3 9' -4" CLG. T GARA LIG, TS I I O O -1 —)! � u� I=.� / ( DPI�I�If�uINCzEFANR U I U — _-- __ —__ - -_ —_ 0 I 1 5E �3M 1*3e1 L1 lJ 1 COVERED I----- - - - _�^ 1 EN TR�I' WP GsFCI PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOI I 0 3 11' -4" CLG. ®m■m® PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOM #2 11' -4" CLG. FA T I AL S COI ID FL OOF� E LECTFZCAL FL AN SCALE: 1/4" = 1' - 0 11 V Q Lu Z J ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ?008 NATIONAL ELECTRIC CODE AND SHALL COMPLY UITH ALL LOCAL RULES AND ORDINANCES, INCLUDING !010 F.B.C. 2. IT 15 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO 5E PLACED IN PROPER WORKING ORDER. 3. PERFORM ALL WORK BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL 5E FULLY OPERATIVE, AND ACCEPTED BY THE ARCHITECT AND /OR OWNER. 4. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. MEET ALL STANDARD REQUIREMENTS OF ELECTRIC COMPANY 11. ALL RACEWAYS AND PIPES SPACED IN OR THROUGH ANY AND TELEPHONE COMPANY FOR THEIR INSTALLATION. CONCRETE SLAB SHALL 5E SPACED A MINIMUM OF 3 DIAMETERS OF 6. ELECTRICAL CONTRACTOR TO SIZE AND VER IFY ALL SERVICES TO THE LARGEST RACEWAY. UNITS AND MAIN SERVICE. 12. PROVIDE G.G.I. RECEPTACLE AT BATHROOMS, GARAGE, AND 1. PROVIDE ALL NEW MATERIALS BEARING UNDERWRITER'S AND OUTSIDE RECEPTACLES. ALL RECEPTACLES IN BATHROOMS TO UNION LABELS, WHERE APPLICABLE. COMPLY W/ N.E.C. 210- 52(d), 8. MINIMUM WIRE SIZE SHALL 5E 11 14 A.W.G. EXCLUDING CONTROL WIRING. ALL 13. USE G.F.C.I. CIRCUIT BREAKERS ON G.F.C.I. OUTLETS. CIRCUITS SUPPLYING KITCHEN, DINING ROOM AND BREAKFAST AREA TO BE 14. SMOKE /CARBONMONOXIDE DETECTORS SHALL BE CONNECTED #12 A.W.G., AND GFCI PROTECTED. UNLE55 OTHERWISE NOTED, ALL AHEAD OF SWITCHING FOR BEDROOM LIGHTING CIRCUITS PER N.E.C. CONDUCTORS SHALL 5E COPPER WITH THHW INSULATION. ROMEX IS 210 - 12 (A) AND (B). ACCEPTABLE WHERE ALLOWED PER CODE. 15. SMOKE DETECTORS SHALL 5E HARD WIRED 110V W/ 5ATTERY 9. ALL RACEWAYS UNDERGROUND AND /OR LARGER THAN 2" IN BACKUP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. (N.F.P.A. DIAMETER SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE CHAPTER S) 40 PVC, ALL OTHER RACEWAYS SHALL COMPLY WITH GOVERNING 16, ALL BEDROOM CIRCUIT'S SUPPLYING OUTLETS SHALL 5E CODES. A.F.C.I. PROTECTED PER 2008 N.E.C. ARTICLE 210 -12. 10. MAIN ELECTRICAL SERVICE TO BUILDING: TO BE UNDERGROUND. 17, PROVIDE 4 CLEARANCE AT AIR HANDLING UNIT ON ALL SIDES + 30" CLEARANCE AT SERVICE SIDE EI: M. X CLG. _ M. 5A4T4- / I I V -4" CLG. II a i I I Pc I I I MODEL - D C REVERSE 1 , I B TH I 4 -25 -14 ■ PGEILfNGEF,°R— i ELECTRICAL AS BUILT M L---- - - - - -- M BEDROOI'l i I GRE9 T ROOM ■ 8 11 V ?I 4 LIGHT I I ■ � J l z Lu IU I COFFER CEILING I O O u . i l y Lu 00;00;a MM45TER PRE - FOR CEILIi�IItgG G FAN 6ML�- 5 O 4 U GzHT COFFER CEILING / 1 811 MODEL - D MODEL - C ( L I I r — - - — - I — WIRE FOP, R ( ASTER BEDROOM MASTER BEDOOI'� , 1� TV I CEILING FAN 8 ., � COFFER CEILING ? z 4 LIGHT I COFFER CEILING Z 1 Lu lu Lu - -® w 1 1 w Jj 1�� TV O H O E-2 I- I I 1; MASTER 914 I O O 1 I I— SITTING 'I PRE -WIRE FOR \ COFFER CEILING I CEILING FAN PRE -WIRE FOR' — — 4 LIGHT \ CEILING FAN �, I - ,- - - -- 4 L IGHT - -- - - L---- - - - -- II 10 I1 - Vic I I l aa % / IKw - -ON „ ( L��I DISCONNECT 1 AHU L _ _ _ — 2�l,IILT LOFT / LN — 1 EF TY I PRE -WIRE ; FOR CE IL ING #AN 4 L I 'HT NITC E - -_ -- 1 II II W II II EF % II CI LN. O� PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOM *2 ll' -4" CLG. 1 % % I PRE -WIRE FOR / CEILING FAN �'\ // SD — — — — F Tv TV 1 4 L ]GHT 1 CLG. — PRE -WIRE FOR �' - - - - -- CEILING FAN 4 L 1697 BEDROOM #3 9' -4" CLG. T GARA LIG, TS I I O O -1 —)! � u� I=.� / ( DPI�I�If�uINCzEFANR U I U — _-- __ —__ - -_ —_ 0 I 1 5E �3M 1*3e1 L1 lJ 1 COVERED I----- - - - _�^ 1 EN TR�I' WP GsFCI PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOI I 0 3 11' -4" CLG. ®m■m® PRE -WIRE FOR CEILING FAN 4 LIGHT BEDROOM #2 11' -4" CLG. FA T I AL S COI ID FL OOF� E LECTFZCAL FL AN SCALE: 1/4" = 1' - 0 11 V Q Lu Z J ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ?008 NATIONAL ELECTRIC CODE AND SHALL COMPLY UITH ALL LOCAL RULES AND ORDINANCES, INCLUDING !010 F.B.C. 2. IT 15 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO 5E PLACED IN PROPER WORKING ORDER. 3. PERFORM ALL WORK BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL 5E FULLY OPERATIVE, AND ACCEPTED BY THE ARCHITECT AND /OR OWNER. 4. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. MEET ALL STANDARD REQUIREMENTS OF ELECTRIC COMPANY 11. ALL RACEWAYS AND PIPES SPACED IN OR THROUGH ANY AND TELEPHONE COMPANY FOR THEIR INSTALLATION. CONCRETE SLAB SHALL 5E SPACED A MINIMUM OF 3 DIAMETERS OF 6. ELECTRICAL CONTRACTOR TO SIZE AND VER IFY ALL SERVICES TO THE LARGEST RACEWAY. UNITS AND MAIN SERVICE. 12. PROVIDE G.G.I. RECEPTACLE AT BATHROOMS, GARAGE, AND 1. PROVIDE ALL NEW MATERIALS BEARING UNDERWRITER'S AND OUTSIDE RECEPTACLES. ALL RECEPTACLES IN BATHROOMS TO UNION LABELS, WHERE APPLICABLE. COMPLY W/ N.E.C. 210- 52(d), 8. MINIMUM WIRE SIZE SHALL 5E 11 14 A.W.G. EXCLUDING CONTROL WIRING. ALL 13. USE G.F.C.I. CIRCUIT BREAKERS ON G.F.C.I. OUTLETS. CIRCUITS SUPPLYING KITCHEN, DINING ROOM AND BREAKFAST AREA TO BE 14. SMOKE /CARBONMONOXIDE DETECTORS SHALL BE CONNECTED #12 A.W.G., AND GFCI PROTECTED. UNLE55 OTHERWISE NOTED, ALL AHEAD OF SWITCHING FOR BEDROOM LIGHTING CIRCUITS PER N.E.C. CONDUCTORS SHALL 5E COPPER WITH THHW INSULATION. ROMEX IS 210 - 12 (A) AND (B). ACCEPTABLE WHERE ALLOWED PER CODE. 15. SMOKE DETECTORS SHALL 5E HARD WIRED 110V W/ 5ATTERY 9. ALL RACEWAYS UNDERGROUND AND /OR LARGER THAN 2" IN BACKUP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. (N.F.P.A. DIAMETER SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE CHAPTER S) 40 PVC, ALL OTHER RACEWAYS SHALL COMPLY WITH GOVERNING 16, ALL BEDROOM CIRCUIT'S SUPPLYING OUTLETS SHALL 5E CODES. A.F.C.I. PROTECTED PER 2008 N.E.C. ARTICLE 210 -12. 10. MAIN ELECTRICAL SERVICE TO BUILDING: TO BE UNDERGROUND. 17, PROVIDE 4 CLEARANCE AT AIR HANDLING UNIT ON ALL SIDES + 30" CLEARANCE AT SERVICE SIDE EI: M. X CLG. _ M. 5A4T4- / I I V -4" CLG. II a i I I Pc I I I MODEL - D C REVERSE 1 - - - -- V -4" CLG. I _ Y1 I "I Ir I II j II I ,� i W, 1 .c' l,U_I.0 1 DN P ABU I 1SCONNE�T p �UILT IN AAH LOFT o I P l�IA�J N. I I -- CLG. i I I O U- j c-IFCI ' z aB '> 00 c0 f o r - -- SD Gcl REF. It ' `\ VP ON I nom F - , I B TH I 4 -25 -14 OWNER REVISION PGEILfNGEF,°R— i ELECTRICAL AS BUILT M L---- - - - - -- M BEDROOI'l i I GRE9 T ROOM 8 11 V ?I 4 LIGHT I I � J l z Lu IU I COFFER CEILING I O O u . i l y Lu 00;00;a MM45TER PRE - FOR CEILIi�IItgG G FAN 6ML�- 5 O 4 U GzHT COFFER CEILING / 1 811 / _4 1 1 R E ILING FAN 4 LIGHT --- - ---_ _.. -- -� % -- —� L - -- -- - - - -- I=L - - - -- V -4" CLG. I _ Y1 I "I Ir I II j II I ,� i W, 1 .c' l,U_I.0 1 DN P ABU I 1SCONNE�T p �UILT IN AAH LOFT o I P l�IA�J N. I I -- CLG. i I I O U- j c-IFCI ' z aB '> 00 c0 f o r - -- SD Gcl REF. It ' `\ VP ON I nom F - , I B TH , , I 4 -25 -14 OWNER REVISION Yr � EF , 00 1 PRE-lt� IRE FOR CE I LYNG FAN I l 4 L GHT 3 5ATH I I 0i I_ F l uu►� �� J 5AT - --- - - - - -- II 4 CLG. -- - - - - -- LN. - - - - -- _ i I LIVING ROOM - 8 , COFFER CEILING I ! AHU - I u I -- -- A 0 A ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PUNS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF THIS OFFICE, AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BALI DESIGN GROUP. INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS ®� U- Lu � .dr w c� QQ w� H� 3 � Job No.: 028013 -9 Date : 4 -3 -2014 No of Sheets : 20 Revisions: Date: BLDG. DEPT. COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 ELECTRICAL AS BUILT 4 -14-15 MODEL - C MODEL - C C REVERSE �L FL AN SCALE. 1/4" = 11 _0 II �� Wm ;-aII" I tr I �-o i m I6m =� = i�� Date: BLDG. DEPT, COMM. 4 -25 -14 OWNER REVISION zxa FL. ELECTRICAL AS BUILT FLUORESCENT LIGHT FIXTURE F l--1 7 ELECTRIC METER 0 ELECTRIC PANEL WALL MOUNTED FIXTURE E::' A/C DISCONNECT JUNCTION BOX ® 220 VOLT RECEPTACLE P.C. DUPLEX OUTLET PULL CORD FIXTURE QUADPLEX OUTLET MINI RECESSED LIGHT FIXTURE DUPLEX OUTLET - HALF SWITCHED V.P. VAPOR PROOF RECESSED FIXTURE DUPLEX OUTLET - FLOOR MOUNTED W.P. WEATHER PROOF DUPLEX OUTLET u.cL. UNDER CABINET FLUORESCENT LIGHT �Fw TELEPHONE JACK A.C.L. ABOVE CABINET FLUORESCENT LIGHT Tv TELEVISION JACK %`� FLOOD LIGHTS CENTRAL VAC. HOSE OUTLET W ALL SWITCH O EXHAUST FAN A 3 -WAY WALL SWITCH SD CARBON MONOXIDE /SMOKE DETECTOR AV 4 -WAY WALL SWITCH e 0 HANGING LIGHT FIXTURE a DIMMER WALL SWITCH FLOOR OUTLETS TO BE LOCATED BEFORE - PUSH BUTTON SWITCH CEILING FAN SLAB IS POURED. BUILDER TO VERIFY FINAL LOCATION. MODEL - D C REVERSE Revisions: Date: BLDG. DEPT, COMM. 4 -25 -14 OWNER REVISION 6 -11 -14 ELECTRICAL AS BUILT 4 -14-15 OF THIS OFFICE, AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE ON. AND IN CONNECTION WITH THE SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BALI DESIGN GROUP, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY .T'ONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE C Ml4STER E COFFER PRE — UJI � CEILING L - - -- Pi c - c,gAT H EF I \� PRE —WIRE CEILING I z 9 0�0 fK CA � z� Lu Job N . 028013 -9 Date : 4 -3 -2014 No of Sheets : 20 E -2.2 ml BOT 9' -0" X X N " L `^J Lo d- 00 � I t 3'7" FG11 20" DEEP FLOOR TRUSSES 24" O.C. BOT 9' -0" BOT 9' -0" O rn rn 1 'vi Ce w 0 H O M N ^ d- X N X O O N r7 2' 1'4" 20' DEEP FLOOR TRUSSES 24' O.C. - -13' 22'8 1'6� ' CV CV � 0 r CV m CI' 0 N � � in m X } N m N v w c7 1'10 "8 I J p 1'8 "8 N X CV N 1'4" N Cv CV , N 0 CV cV N m C M C CV W C C W L J cV ^ L N ° N v X C N C N 2'1" MODEL C 11'4" 23'4" 23'4" 1'6" 13� ' CV C\ o F7 C14 BOT ® 9' -0" N � m I N F5 CC N F5 N O� F7 CV CC w N CV N w cf F2 C� N "8 F2 o F7 M N BOT 9' -0" F7 CV C9 F2 CC J F2 C-I F7 m 0 ii m 20" DEEP FLOOR TRUSSES m I N N v 24" O.C. N F2 mm F7 m F2 N CV 1'10 "8 N 20" DEEP FLOOR TRUSSES X 1 1811 8 24" O.C. N W F9 X N CV LL N F2 °W m ° w F2 N F8 CV N 20" DEEP FLOOR TRUSSES N F8 N ^ IOU N N 24' O.C. N BOT 9' -0" F2 NN N F2 N ti F4 J 7,7» O O CV J L NN F7 X CV r COLUMN TOP 0 9' -0" O 0 1 N F2 00 11'7 "8 - -- 2 F2 r7 4'8" – –48 CSI CV F2 F2 J I CV C-I F2 F2 OT ® 9' -0" N N F2 F2 O 1'9"8 FG5 FG5 F L F4 2'1 "8 2'1"8 L F3 F3 ; COLUMN TOP 0 9' -0" , r 0 N N �-- 11'7 "8 � F3 F3 1'11 "8 1'11 "8 L 2'0 "g 2'0 "8 F2 � � F2 20" DEEP FLOOR TRUSSES m m 24" O.C. N F2 m m F2 N COX W BOT ® 9' -0" N ° w ° w N F2 F2 CV 12 ^ X ^ X F2 N N � N u N N F2 F2 1'7" 1'7" 1 '4" F1 F1 N N F1 F1 N BOT ® 9' -0" BOT ®9' -0" N 1' F1 F1 1' MODEL C 11'4" 23'4" 23'4" 1'6" 13� 41 O 20' DEEP FLOOR TRUSSES 24' Q.C. BOT ® 9' -0" MODEL C 11'4" 23'4" F6 o N BOT 9' -0" M -J F6 M m r w N M F6 J 20" DEEP FLOOR TRUSSES °w N 24' O.C. F6 ^ N X v N N N F6 X N N F6 2'1 F6 0 Cv MODEL D 23'4" LO G) oil IIN H il CO � o m -3'7" 3'7 "- FG11 FG11 MIIIIIIIIIIIIIIIo I O f O Cad C\ o F7 o N � m I CC N I p� J O� F7 N CC w N BOT ® 9' -0" N w cf C� N "8 ® o F7 M N BOT 9' -0" F7 N C9 CC J N F7 m 0 } N 20" DEEP FLOOR TRUSSES m I N N v 24" O.C. m F7 W ^ ^ CV 1'10 "8 N 20" DEEP FLOOR TRUSSES X 1 1811 8 24" O.C. N d F9 X N CV LL X M J m CV F8 CV N J O F8 N BOT ® 9' -0" IOU F8 N N BOT 9' -0" O I-- -tZ5'2» - F8 ' N ti F4 J 7,7» O O J L F7 N r COLUMN TOP 0 9' -0" O 0 1 N 00 11'7 "8 - -- 2 F7 r7 4'8" – 41 O 20' DEEP FLOOR TRUSSES 24' Q.C. BOT ® 9' -0" MODEL C 11'4" 23'4" F6 o N BOT 9' -0" M -J F6 M m r w N M F6 J 20" DEEP FLOOR TRUSSES °w N 24' O.C. F6 ^ N X v N N N F6 X N N F6 2'1 F6 0 Cv MODEL D 23'4" LO G) oil IIN H il CO � o m -3'7" 3'7 "- FG11 FG11 MIIIIIIIIIIIIIIIo I O f O 216'8 » - BOT 9' -0" 20" DEEP FLOOR TRUSSES 24' O.C. 1 1067M M. • BOT 9' -0" 20" DEEP FLOOR TRUSSES 24" O.C. Cad C\ o o N � m I CC I p� J O� _ N CC w N N w cf ® 1'8 "8 ® O 0 1'4 0 N C!I N 0 0 I N m m N ^ ^ CV N X d m °° m C-) X M m CV w CV N J O O N IOU x N CV N ti L� O O 2 2 4'8" – –48 J I 216'8 » - BOT 9' -0" 20" DEEP FLOOR TRUSSES 24' O.C. 1 1067M M. • BOT 9' -0" 20" DEEP FLOOR TRUSSES 24" O.C. 2'1" MODEL -,D _23, <4» </ U-) —216'8" r 9 UNITS BUILDING # 5 NOTICE Field Bracin is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" 0.C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' - 0 O.C. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS C &C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: 10 BCLL: 0 BCDL: 10 BCDL: 5 TOTAL: 55 TOTAL: 55 ALLOWABLE 1. ALLOWABLE 1 00 INCREASE INCREASE DEFLECTION 3601240 11 DEFLECTION 360 FLO - -'AID A i � I i TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND /OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. WIL ,`'m ONLI Approved By: Date: CUSTOMER: HOME DYNAMICS DAY- 4/8/14 REV: 8/17/14 BY. K1 SCALE: 1/4" = V -021 9 / ME& SUBOIV WATERSIDE PAGE: 1 COUNTY. PALM BEACH DWG NO. OT/BLM 1 Q Cad C\ o o N � m r m N J J _ N N N N 1'10 » 8 1'8 "8 C-I 1'4 N C!I N I N I N N m °° m C-) M m CV w CV J � N IOU N .i X CV 2'1" MODEL -,D _23, <4» </ U-) —216'8" r 9 UNITS BUILDING # 5 NOTICE Field Bracin is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" 0.C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' - 0 O.C. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS C &C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: 10 BCLL: 0 BCDL: 10 BCDL: 5 TOTAL: 55 TOTAL: 55 ALLOWABLE 1. ALLOWABLE 1 00 INCREASE INCREASE DEFLECTION 3601240 11 DEFLECTION 360 FLO - -'AID A i � I i TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND /OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. WIL ,`'m ONLI Approved By: Date: CUSTOMER: HOME DYNAMICS DAY- 4/8/14 REV: 8/17/14 BY. K1 SCALE: 1/4" = V -021 9 / ME& SUBOIV WATERSIDE PAGE: 1 COUNTY. PALM BEACH DWG NO. OT/BLM 1 Q G� O N N N N N N N c J O, >> U U U U U U U U U C) Y - 1' —10'5" N CN , 4" 23' li i} I 4 ti 22'-)" CLG $ 22'- " CLG.I a i, I� I . i I I , 2' 2' 2' 2' 2' 2' 2 2 2 2 2 2 2 2 2— 2 2 2 ii 20 o" CL . 9 I C9 I' 1 11 9 ; C9 1 1 I U I i i I i i i � i 0 U UU 0 r 0 D O O D d M N O ( I r I r � r B21G r I �r 1 ' M 1 t7 tp 1° I CO I O� 0 NO O N V m I m m m c?� m CO m m m M ao 2 2' 2, 12�� 2' L� 1 I 20 -0" c I ( I I I I 2 -91'4 G 21' 0" G I 20'- " CLG. A ' I I PITCHES, SHAPES, OVERHANGS. CHIMNEY, � I �° .°' � PPLIED BY A/E OF RECORD. g 23' y° ° �,� it en d ° = n Approved By: Date: CUSTOMER: �. HOME DYNAMICS DATE: REv: .. BY KT 1/ 4"= l '—O" SALES: I �-�— SUBDIV WATERSIDE PAGE: �6 2 -2 COUNTY: PALM BEACH A16 DWG NO. ' LOTAIM 14 0 7 9 R I I I COFTE CLG. I - — I A15G I (0 I Q I Q Q Q I Q I Q I A14 �— -- — 1 , �, 8 i cv COFFER CLG. 2 �- 0 CLG. A13 = 2' 2' 2 2' I y a IJ B 22, -0" C JL JL JL L - A11G ,r - i r - ,r CLG 2'2 "8 A10 2 ' N A10 N A10 J N 1-- A10 N n -M , 4" 23' li i} I 4 ti 22'-)" CLG $ 22'- " CLG.I a i, I� I . i I I , 2' 2' 2' 2' 2' 2' 2 2 2 2 2 2 2 2 2— 2 2 2 ii 20 o" CL . 9 I C9 I' 1 11 9 ; C9 1 1 I U I i i I i i i � i 0 U UU 0 r 0 D O O D d M N O ( I r I r � r B21G r I �r 1 ' M 1 t7 tp 1° I CO I O� 0 NO O N V m I m m m c?� m CO m m m M ao 2 2' 2, 12�� 2' L� 1 I 20 -0" c I ( I I I I 2 -91'4 G 21' 0" G I W12MIO 20' 8'DEP CO R CLG. I I 2040" CL 14'3" 00 CO 20'- " CLG. A ' I I PITCHES, SHAPES, OVERHANGS. CHIMNEY, � I �° .°' � PPLIED BY A/E OF RECORD. g 23' y° ° �,� it en d ° = n Approved By: Date: CUSTOMER: W12MIO 20' 8'DEP CO R CLG. I I 2040" CL 14'3" 00 CO IMP, M EN V4 7 613 NOTICE Field Bracin is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" 0.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" O.C. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES _ 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFiRS C &C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: 10 BCLL: 0 BCDL: 10 BCDL: 5 TOTAL: 55 TOTAL: 55 ALLOWABLE 125 ALLOWABLE 100 INCREASE INCREASE DEFLECTION — 360 /240 DEFLECTION 360/ 940 I III TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 / 1 61,; /,/ 09 THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ROOF HA NGERS APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE PLEASE 1 8" ' 21'4" 13'8" 1 5' 20'- " CLG. A I I PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE 3 �° .°' � PPLIED BY A/E OF RECORD. g ,— y° ° �,� it en d ° = n Approved By: Date: CUSTOMER: �. HOME DYNAMICS DATE: REv: .. BY KT 1/ 4"= l '—O" SALES: I �-�— SUBDIV WATERSIDE PAGE: �6 2 -2 COUNTY: PALM BEACH A16 DWG NO. ' LOTAIM 14 0 7 9 R I I I COFTE CLG. I - — I A15G I (0 I Q I Q Q Q I Q I Q I A14 �— -- — 1 , �, 8 i cv COFFER CLG. 2 �- 0 CLG. A13 = 2' 2' 2 2' I y a IJ B 22, -0" C JL JL JL L - A11G ,r - i r - ,r 2'2 "8 A10 2 ' N A10 N A10 N A10 N — A10 22'-0" CL N A10 N A10 N A10 N A10 N A10 N 9 N 8 IMP, M EN V4 7 613 NOTICE Field Bracin is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" 0.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" O.C. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES _ 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFiRS C &C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: 10 BCLL: 0 BCDL: 10 BCDL: 5 TOTAL: 55 TOTAL: 55 ALLOWABLE 125 ALLOWABLE 100 INCREASE INCREASE DEFLECTION — 360 /240 DEFLECTION 360/ 940 I III TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 / 1 61,; /,/ 09 THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ROOF HA NGERS APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE PLEASE 1 8" ' 21'4" 13'8" 1 5' VERIFY AND /OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE - 2 2,3 v �° .°' � PPLIED BY A/E OF RECORD. g ,— y° ° �,� it en d ° = n Approved By: Date: CUSTOMER: �. HOME DYNAMICS DATE: REv: .. BY KT 1/ 4"= l '—O" SALES: �-�— SUBDIV WATERSIDE PAGE: 9 UNITS BUILDING # 2 -2 COUNTY: PALM BEACH DWG NO. LOTAIM 14 0 7 9 R NOTICE Field Bracin is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" 0.C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS C &C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C ROOF LOADS TCLL: 20 TCDL: 15 BCLL: 10 BCDL: 10 TOTAL 55 ALLOWABLE 1.25 INCREASE DEFLECTION 360/240 FLOOR LOADS TCLL: 40 TCDL: 10 BCLL: 0 BCDL: 5 TOTAL: 55 ALLOWABLE INCREASE 100 DEFLECTION 360/240 aaDo 0000 FLO'n QVALITY TRUSS TES: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 Y � e SHOP DRAWING APPROVAL_ THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND /OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. r 9 UNITS BUILDING # I— L� Approved By: 0 CUSTOMER: DATE: 4/8/14 C� � DIY COUNTY: LOTAM HOME DYNAMICS REV: WATERSIDE PALM BEACH Date: BY: KT SALES: PAGE: 1 -2 DWG NO. 14079R 9» 13'7" 13'7 9'9 13' N N N N N N Cj � U U 0% '4" 23' I r NrB21G,r r i r I M m I m m m m m m in 00 2 2' 2' — 2— CC I I I I I I I I I I I I -- -- „ 2 -� G 2 ' -0" G 23' 22' X ' 22' -0" CLG. I I 1 I 2' 2' 2' 2' 2' 2' 1 2' $22' /2- 2'- 2' 2' 2' 2 2' 2' 20' 0" CL I 1 Iml 0 U U U U U 20'– E E3 1 —7 > 11' I 10'5" ' - -- 14'3" (CI d0 00 CD M N AA NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons 20'– CLG. A I I permanent bracing which may be required in specific 3 applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24' O.C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed LO 1's _ 20 0" connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 2 9 O 9 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" I NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY I6 F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR fl A16 WRITTEN AUTHORIZATION N M ° DESIGN CRITERIA: ASCE 7/10 I 8 DE FLOOR LOADS I I I TCDL: 15 TCDL: 10 M M m m TOTAL: 55 ( COFFE CLG. ALLOWABLE 1.00 } INCREASE . A15G 1P 2 2 2 I I IQ I N I a I Q ¢ Q I Q A14 I 8' DEEP L_ — 2 –0" C 10, 20 – C-4 I COFFER CLG. I A13 2' 2' J LG 2' I I ` Al2 r@ " 22'-0 CL's" B -A JL J A11G �r - ,r - 1 r - 1 r - i - ir �r r 22 "8 A10 2 � N L J L J L A10 N i A10 CV e C4 A10 -- _ A10 1, — A10 22' 0" CL N �I A10 N N A10 CV '4" 23' I r NrB21G,r r i r I M m I m m m m m m in 00 2 2' 2' — 2— CC I I I I I I I I I I I I -- -- „ 2 -� G 2 ' -0" G 23' 22' X ' 22' -0" CLG. I I 1 I 2' 2' 2' 2' 2' 2' 1 2' $22' /2- 2'- 2' 2' 2' 2 2' 2' 20' 0" CL I 1 Iml 0 U U U U U 20'– E E3 1 —7 > 11' I 10'5" ' - -- 14'3" (CI d0 00 CD M N AA M _ 0 -- • .. o M a 15 l i me 19' 24' 1'4' c� a N a NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons 20'– CLG. A I I permanent bracing which may be required in specific 3 applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24' O.C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed LO 1's _ 20 0" connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 2 9 O 9 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" I NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY I6 F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR fl A16 WRITTEN AUTHORIZATION N I c ° DESIGN CRITERIA: ASCE 7/10 I 8 DE FLOOR LOADS I I I TCDL: 15 TCDL: 10 M m m TOTAL: 55 ( COFFE CLG. ALLOWABLE 1.00 } INCREASE . A15G DEFLECTION 360240 2 2 2 I I IQ I N I a I Q ¢ Q I Q A14 I 8' DEEP L_ — 2 –0" C 10, 20 – C-4 I COFFER CLG. I A13 2' 2' J LG 2' I I ` Al2 r@ " 22'-0 CL's" B -A JL J A11G �r - ,r - 1 r - 1 r - i - ir �r r 22 "8 A10 2 � N L J L J L A10 N A10 CV C4 A10 -- _ A10 1, — A10 22' 0" CL N A10 N N A10 CV A10 N A10 CV 20' 0" CL 9 CV 8 — — — CV M _ 0 -- • .. o M a 15 l i me 19' 24' 1'4' c� a N a �t- FLO'A' QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 } . ri SHOP DRAWING APPROVAL_ THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ROO HANGERS APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND /OR INDICATE TRUSS PLACEMENT, H ANG ERS DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, A HU2 6 2 CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. B AGUS26-2 - ® ��,��,t�, B �N°I. ��>� VAsQ(+( 4 vi 00 Approved By: Da -te: SIT CUSTOMER: HOME Y 4 D NAMICS DAM- 4 8 14 Rm. Br: KT scan 1 4 " = �3 -0 » saLES: WATERSIDE PAGE: SUM 9 UNITS BUILDING # 2 - 2 c�,N1r: PALM BEACH LOT/Row DWG NO. 14079R 0 12' --) NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24' O.C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall 1's _ 20 0" connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 2 9 O 9 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" IT] BE R NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS C &C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: 10 BCDL: 10 BCLL: 0 BCDL: 5 TOTAL: 55 TOTAL 55 ALLOWABLE 1 r INCREASE ALLOWABLE 1.00 } INCREASE . DEFLECTION 360240 DEFLECTION 360240 �t- FLO'A' QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 } . ri SHOP DRAWING APPROVAL_ THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ROO HANGERS APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND /OR INDICATE TRUSS PLACEMENT, H ANG ERS DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, A HU2 6 2 CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. B AGUS26-2 - ® ��,��,t�, B �N°I. ��>� VAsQ(+( 4 vi 00 Approved By: Da -te: SIT CUSTOMER: HOME Y 4 D NAMICS DAM- 4 8 14 Rm. Br: KT scan 1 4 " = �3 -0 » saLES: WATERSIDE PAGE: SUM 9 UNITS BUILDING # 2 - 2 c�,N1r: PALM BEACH LOT/Row DWG NO. 14079R 0 12' --) NO TICE Field Bracin is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24' 0. C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" O.C. max. Trusses shall be handled with reasonable care during .erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2. ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHOR'ZATION WIND SPEED: 170 MPH TYPE: MWFRS C&C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE:C aaDo F L 0 1 D A QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 00nw um SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRU'SSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. 9 UNITS BUILDING # Approved By: C-) CUSTOMER: DAM J 1 1 ) scaLE 1/4"4-010 MV HOME DYNAMICS IM RM, BY- KT SAU& WATERSIDE PAGE: 1-2 PALM BEACH DWG NO. 14079E ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: 10 BCLL: 0 BCDL: 10 BCDL: 5 TOTAL: 55 TOTAL: 55 ALLOWABLE INCREASE 1.25 ALLOWABLE INCREASE 1.00 DEFLECTION 360240 DEFLECTION 360240 aaDo F L 0 1 D A QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 00nw um SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRU'SSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. 9 UNITS BUILDING # Approved By: C-) CUSTOMER: DAM J 1 1 ) scaLE 1/4"4-010 MV HOME DYNAMICS IM RM, BY- KT SAU& WATERSIDE PAGE: 1-2 PALM BEACH DWG NO. 14079E NOTICE Field Bracin is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" 0. C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal Injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS C &C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C ROOF LOADS FLOOR LOADS ti TCLL: 40 TCDL: 15 NOTICE Field Bracin is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" 0. C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6' -0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal Injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0' -0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS C &C DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C DEFLECTION 3601 740 I DEFLECTION 36 01240 aaD ooaoo F L 0.. 1 D QVALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 ' 1 WS SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER " LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND /OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. /�/- 160E? 1� Approved By: CUSTOMER: HOME DYNAMICS on1E 4/8/14 NEV BY: 216 SCALE. 4 =1,_0„ SALES: LL— S"V WATERSIDE 9 UNITS BUILDING # COUNTY: PALM BEACH LOT/BLOCK KT 1 -2 DWG NO. 14079R ROOF LOADS FLOOR LOADS TCLL: 90 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: p BCDL: 10 BCDL: 5 TOTAL: 55 TOTAL: 55 ALLOWABLE 125 INCREASE ALLOWABLE 1.�� INCREASE DEFLECTION 3601 740 I DEFLECTION 36 01240 aaD ooaoo F L 0.. 1 D QVALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 ' 1 WS SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER " LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND /OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. /�/- 160E? 1� Approved By: CUSTOMER: HOME DYNAMICS on1E 4/8/14 NEV BY: 216 SCALE. 4 =1,_0„ SALES: LL— S"V WATERSIDE 9 UNITS BUILDING # COUNTY: PALM BEACH LOT/BLOCK KT 1 -2 DWG NO. 14079R