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HomeMy WebLinkAboutSITE PLANI I I CAB TV I LOT C TELEPHONE I SWALE SLOPE 1777 �\ LOT F,PL. i1 TRANSF, I INDI TES SILT FENCE/ 1,,'---SE ETAIL THIS SWEET I 1 I 1 1 1 PAVER DRIVEWAY b' 1 � .a. I NEIGHBORIN ' RESIDENCE ' N 52 DEG. 52' 113° E 201,432' SWALE SLOPE 19 /� � a Lu POOL E N "w— ENCLOSURE A/C EQUIPM ENCLOSURE 1 PAVER 6L / 1 PARKING 1 Im SHELL STONE 1 POOL DECK I -A PAVER DRIVEWAY ; 1 I 1 I II I 1 I II t ARATE PER ) �e 1 ' I FINIS D ooR ELEvarloN I I---..--_�--ftj N l I 1 PAVERS 1 / --�` +""k-`-_.. W b 1 I 1 b ; 12.61' NA.VA. 1 FPE.9 GARAGE 1 O_ A/C EQUIPMENT 1 " I IO O UTILI T ....F„�{CLOSURE `" - l - --1 i ; 1 j O\ II ACTUAL l ASE E>� I >zEQwR>^D I Ig±~?'BAGK I — 5URIED lP`. O Q I (SES TA AT PE MIT) SEWER SANITARY MAN44OLE @@ SE_WALSLOPE 9� 19 I I UNIT 1 7 I i I I I I II 6' MAX POST; 2" X 4" P.T. OR 2 1/2" MIN. DIAMETER WOOD STEEL 133 LBS, FT. MINIMUM I I r, r I I ELEVATION SILT PENCE DETAILS _ 1/2, " 1.011 OPTIONAL J I�2O�o POST al POSITIONS w FILTER FABRIC (IN CONFORMANCE W/ SEC. W5 FOOT SPEC) SETBACK O 1 1 rrt �p, 4 WALKWAY 1 Ul 9 na tU a 9 m INDICATES SILT FENCE/ w N JU _ n Q SEE DETAIL THIS SHEET K- OPE SWALE SLOP_ E SWALE SLOPE N 52 DEG, 52' 19" E 185,62' ----------------1 ' I I I I NEIGHBORING I I RESIDENCE IL ----- --- PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) FILTER FABRIC SILT FLOW TERMITE TREATMENT REQUIMED LOT AREA 3 0 5 6 0 50, FT, HOU5E AREA 6 2 1 8 50, FT, POOL 4 DECK AREA 16 0 8 SQ, FT, DRIVE AREA 2 6 9 6 SQ, FT, IMPERVIOUS AREA CONCEALED FASTENERR ATTACHMENTS ARE THE RESF ;I IUTY Of THE CONTRACTOR RECORD 1 0 5 2 2 SQ. FT, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPW WITH ,AEI, APPUC4,6169 CODES. 10090 20,30r0 5.3 8, 8 i0 Lu Z TRACT FA-1 PRIVATE NATURE PRESERVATION AREA 15'-0" ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPI LANCE WITH FBC ENERGY CODE MUST REM UM JNN O INSPECTIONS DOORS AND WINDOWS (j ARE APPI IOVED 1 / 1 (0" 34.4% PROPERTY DESCRIPTION LOT °Dif HARBOUR RIDGE PLAT # 4 ST. LUCIE COUNTY, FLORIDA NORTH FORK OF THE 5T, LUC I iZRA G LEGEND 1 51TE PLAN 2 FOUNDATION PLAN # 3 FIRST FLOOR PLAN # 4 SECOND FLOOR PLAN # 5 FRONT 4 REAR ELEVATIONS (o SIDE ELEVATIONS # 1 FIRST FLOOR TIE - BEAM 4 FLOOR 4 ROOF FRAMING PLAN # 8 SECOND FLOOR TIE - BEAM 4 ROOF FRAMING PLAN # 9 SECTIONS 4 DETAILS # 1 O SECTIONS 4 DETAILS 1 i INTERIOR DETAILS 12 FIRST FLOOR ELECTRICAL PLAN 13 SECOND FLOOR ELECTRICAL PLAN # 14 FIRST FLOOR N,V,,A,C. PLAN # 1 5 SECOND FLOOR N.V.A,C, PLAN ST. LUCQ �I -I C!� L'1'I Y DATE P L A N Aj P tit1 OR'%l0 INSpE,mON 51TE INFORMATION TAKEN ROM A SURVEY PREPARED BY STEPHEN J, BROWN INC. JOB # 1033-30-01 DATED 06-15-2011 FLOOD ZONE II X" ' a laPTONJOBI BE A1AUE. RECEIVED MAR 2 8 2018 ST. Lucie County, Permitting o � ° U z z 11150 12 J� PAVER A 61TE VIER Jlol�loi�lopo • a -7r:�� MONOLITiI I ollo�iltl. n . Di'�e of►-ir1l1Vi4--� IL • 4' HIGH O EQUIPMENT HO DEPR SS SLAB b" SCREEN WAL --- -- 65HOER I -_-- ----- m - -- - � _ _ _ : LAV LAv� o I O = 01 -- r--- r--- i �r1 E o r-------- --- - - --- B ,4f - tl ® j - - - - O - - - - - LANDSCAPE PLANTER ! 9 C. ----------- - - - - - - -- - - - -- -- - I ( OI ITANKLESS lO WC ! w I a I GAS WATER I THEATERLu I ___ti Ii- ---------- - - - - -- p I X .A I Y 1 I o gg OE 1, O ® p 0 1 3�0i 6 4 MUD SET SWELL -STONE PAVING I I ® r I I I FLOOR RECEPTACLE FOR ® DESK/ VE IFY LOCATION �I p 1 b'10„ W/ OWNER I O i L 1 30" X 6'4 SLOPE POOL O o cob STEP DOWN 15' X 3 0 I � INTERIOR LOAD BEARING WALL ABOVE `- � I- 1 - BEARING - - - - - - - - - - - T - - - - - - - o - ALL PLANS RELATIVE TO HI 31THE POOL 4 SPA CONSTRUCTION - r = --- -------------- 7TI'11'l ,10,2,2„6,01' -I SHALL BE PREPARED BYTHSE o ® GAS t;� HOSE POOL CONTRACTOR4'O" n, ISO IBB 1'�" 4'3h" �IREPLACE BIBB „ „ ALL WORK SHALL BE PERFO ED LAV `-- --6'8' 4'0 10 UNDER A SEPARATE PERMIT l4I/2" ' 4POOL FENCING DETAILS SHA9 4 O BE INCLUDED IN DESIGN 4 P MITITEP DOWN � Q"PACKAGE m A 4" CONCRETE SLAB W/ b X 6 10/10MUD E S L ST NE PAVING FSLOPEWJU M. ON WELL -COMPACTED, POISONEDS OP m 1® SOIL 4 CONT.6 MIL. VAPOR BARRIER R°�MINIMUMS:uTwo " 2500 PSP. SOIL BEARING 1118" 5'O" $ S DOWN � 3000 PS,LCONCRETE 5'0" b'O" 1'10" 3'10" _ ', FIBERMESH IS AN ACCEPTABLE ALTERNATE O O 1-4' 4 ' C,J, 3o e 6' " SEAT i._ - _ - A rJ NDBL + ---I-- ---- - - - - -- -I `r O q EN$,) I'O'- - 671" -16 O TRAS O - I S EPS ECYC. 1 - O o III ' II DOUBLE v I o f 1'O" DOWN -DRAFT ISINK W/ m I 3114' GAS COOKTOP l- SINK I SER o O ZE - - L JAI Q q co SLOPE 170„ 13,4, 1 1'411 4'1,�411 0'S'4° -5 d,y 410" 1 p/W 4,0'1 I 12'lllia" O ! i FOOTING SCHEDULE ® 20 W X 181D THICKENED CONCRETE FOOTING W/ 3 #5 BARS CONTINUOUS IN PALM BEACH CHAIRS 4" HI X 10" WIDE CONCRETE CURB ON 20" W X 18" D THICKENED CONCRETE FOOTING W/ 3 05 BARS CONTINUOUS IN PALM BEACH CHAIRS ©36" X 36" X 16" D THICKENED CONCRETE COLUMN PADS W/ 05 BARS 6 8" O.C. EACH WAY ©16" W X 12" D THICKENED CONCRETE FOOTING W/ 2 05 BARS CONTINUOUS (� v 28" W X 16" D CONCRETE STEM WALL FOOTING W/ 3 05 BARS CONT, IN PALM BEACH CHAIRS O24" W X 14" D THICKENED CONCRETE FOOTING W/ 3 05 BARS CONTINUOUS IN PALM BEACH CHAIRS O48" X 84" X 14" D THICKENED CONCRETE FIREPLACE FOOTING W/ #5 BARS Oil 8" OZ. EACH WAY O20" W X 14" D THICKENED CONCRETE FOOTING W/ 3 05 BARS CONTINUOUS IN PALM BEACH CHAIRS p FOUNDATION LEC3END 8" X 160 CONCRETE BLOCK WALL 12" BLOCK STEMWALL ' ` Lgg g 12" BLOCK STEMWALL BELOW 8" CMU WALL O STEEL COLUMN O FOOTING SCHEDULE SYMBOL - CONSTRUCTION JOINT P POURED CONCRETE BLOCK CELL W/ 1-01 105 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM W/ GLEAN OUT 0 BOTTOM S" X I6" FORMED t POURED CONCRTE COLUMN W/ 4 #5 BARS DOWELED TO FOOTING 4 HOOKED TO BEAM W/ CLEAN OUT 9 BOTTOM 8" X 12" FORMED 4 POURED CONCRETE COLUMN emu- W/ 4 05 BARS DOWELED TO FOOTING 4 HOOKED q TO BEAM W/ CLEAN OUT ICJ BOTTOM (1 8" X 10" FORMED d POURED CONCRETE COLUMN OG ® W/ 4 05 BARS DOWELED TO FOOTING 4 HOOKED O TO BEAM W/ CLEAN OUT •A BOTTOM -� LL OO SECTION SYMBOL t DIRECTION ®I O" pIA. SCHEDULE 40 P.V . �� ` a+ 300 MIN. O -' BURIED EXHA ST DUCT_ - _ ' r42 A I A ISLAND J _ 1 _ J 6 STEP DOWN " „ I M U v I W/ GOOSE-N 1F ' _ - - I REF gp S" X 16" FORMED 4 POURED 1 r 15,0 8 8 2 8 OUTSIDE ONLY _ - - - - = Q _ PROVIDE WATER 4 C AL CORNER BAR LLl ER ELE TRfC CONCRETE COLUMN W/ - #$ o f - - - ` _ - m _ - _ - �} 5 s POWER TO BOTH ISLANDS D OVERLAP NOTCH BLAB 11/2 9 O HDS d' NO S THIS AREA i _ - r - - �J - - " A BARS VERTICAL ® = O U m rn 9- * CONLDECK-0-DRAIN r �- — — — — '-' - I 3 - - - - - - - --- doll a a I l o 8'O" t5iHOSE 1 `� - © DAll Ir 11 ASH M/W " 0'0" 8'O" BIBS 1 N L - - -I _ - I C 1. I = F� 1 ' j S " 60" O ©t_I LANDSG PE PLANTER, .. ---_-- - ----- _ II EC G. DWR I LL IL _ J! O - - - _- - - 5T1�K— _ _ _ _ -- 1 UTILITY B - _ _ _ _ _ " B A I „ „ n W/ DISPOSER I 354 4210 10° - - - --- - -- _ 4 X4 X3/8 �- ____-- -___� SINK __ 48'O" NOTCH SLA 11/2 a O.H S - - - STRUCTURAL STEEL „ I I INSIDE BARS TO x = O O A COLUMN (TYP. FOR 2) tY f — - z 13'4" 5'6" 8 8 0 I I 1 d OVERLAP EACH OTHER sa 2u N w O _ O O z - - - - - w w M3 TTIIE AT JUNCTIONTO BE TIED / .D O ® n (SEE DETAIL ON SHEET 010) DI/2 O Q O z 4 Ot w W p 4" STEP cO 1 4 1/2" ! i, "g a Q DOWN I ° r g �O> CORN BA IR © `p I __ 6 STEP DO N e O U O _- I m ^r - I> I i 30" WINE uh I I I III DETAIL — O I REF, CHILLER I _ SLOPE _ z LU HOSE IR !Q I I I I �I � I I � �I� �O BIBB 1 z _ Z LR_ _ 1 I FLOOR RECEPTACLES m o ' a 4 SLOPE U U WIN H ��' BAR (2N VERIFY LOCATIONS CO0 ER 4 E I SINK W/ OWNER O =n _ FOUNDATION CENERL NOTES �— :A WINEg, I I LAUN. I� ! I , CON ER SINK IL m + „ 1, o gg , - , ACFI.`e 6 $ l0 2'6'I s"I BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE �/ 1 z - 44'0 9'0 2' 8'3 2 1'0 10'5 10 Be9 8 — -- g ICE MACH IIJWAS� - - - 21,5" 3' 1" 50" " 40" �6 RAISED E RTH THE DOTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERSOL O O DRYI - - O CJ I W/ 011 HOOD REF. r - - S - AS FIREPLA CIf E SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING BAR WITH I E 8' XI Ib 3 O" B B Q, BEV, it MINIMUM 30" LAP EACH DIRECTION IT - ----- - -- - - - rpe�p1 �1 O I ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE O I 26 5'3 - -1 DEPRESS SLAB - -I �I - - �i ^ 1 i THE CONCRETE IS CAST AGAINST THE EARTH OR 1 1/2" WHERE THE o B I TANKLETI CONCRETE 15 FORMED AND EXPOSED TO EITHER THE WEATHER OR EARTH E b Q $MOWER O I i GAS WAT R O - _ _ _ _ _ I- — — — — — — — — — — — — — — — — — — '- — — — — —I— — — — — — — — — — — — — — — — — — '- — — — — — J I 3'0" 8'0" allOMH E I =iE NO S AB I THIS REA 1 - - - - - PAVER WA K I I 1_ d SCREEN WA P SENT - - - _ - - O �— I IL-1� 4' HIGH EQUIPMENT O- SCREEN WALLS , 0 4" WASTE LINE FROM o Wc 2ND FLOOR ABOVE P; O wo LAV IN PRO 'aOi I I co " m � LAY O 2'6" 4'2" --- -1 fE� I_A O Ion `- ------- - - I ..^. e I - - -- _ I O 1 CONCRETEI ! __,TrN STEP v in v A - o I all I I STAIRS I I -- o43 3'4" 3'O" 20 3'8" 53 108 b 0" 6'4" 2,411 "O" 2'8" 14" b'4" 204" 8'8" 9`8" PAVER WALK -CE I I I I 1 PAVER ALL DOWEL BARS SHALL HAVE A STANDARD'30 DEGREE HOOK AND BE EMBEDDED 6" INTO FOOTING, DOWEL BARS SHALL LAP VERTICAL oo WALL REINFORCING BARS A MINIMUM OF 30" I PLEASE NOTIFY THIS OFFICE PRIOR TO PROCEEDING WITH ANY WORK IF ANY DISCREPANCIES ARE FOUND BLOCK OUT 1 1/2" AT ALL EXTERIOR SWINGING DOORS I ' I DEPRESS SLAB AS REQUIRED FOR SHOWERS, FLOOR FINISHES, ETC, lkIIII lIII1011 ° NOTCH SLAB 1 1/2" AT S.GA.S 4 O H.D. COO ALL PIPING FOR WATER SUPPLY SHALL BE 3/4" { l 1 5 O I PROVIDE STAINLESS STEEL RECESSED HOSE BIBB BOXES 22 70 I OJNDATION FLAN co px OF FIFTEEN }`{/\ • I r _ __ " jai Q�399 - 00 63'0" GUE6T PARKING PAVERS NOTE: ALL HOSE 811356 SHALL BE IN CONCEALED BOX W/ STAINLESS STEEL ACCESS DOOR 4'0" 13'4' TO 11'4" _ 1114" 4'0" 13'6 31101, 3'0" ll'O" 314" 1'10" 212" 4'HIGH p 8 ----- -- -- --- -il EQUIPMENT ,Q PO L 4 SPA EQUIF ENT HOSE , SCREEN ALL i \ ISO IBBLi Ir l2" 63" / / I ROMAN i SEAT HEATE SHOWER W^ x= TOWEL A n LINEAR DRIAIN _� DE K b FROSTED ` I I X JA UZZI TU ` II 3'4" 2'4" GLASS I m VALVES,,, m 4' HIGH - - ` r 5'0m 10'8We EQUIPMENT `� SHUTTERS (� EMPERED/ SCREEN WALL RAIN HEAD ` AFETY/GLAS SHOWER 1 e RtS a I TI1�E 10 G ILIN I A GOM HIS WIC. L TOWEL • g 10 CARPET BAR 1 W001) AR I 9 Q' CEILING n 12'0" T CASED LL I \ E1X 8 0 CAB I „X8, NI G- T - - - _ - TANKLE85 a ` e" e'O - _ _ _ _ ---- Gx1bWATER R4S HALL ° ----- ------ HEATER / \ \ b 5 R t S D n CARPET p,O" �1 n 5' /„ x / co - - - -- ------ Ivax1 0 RPET HER WIC•p INCz o x r---� :o UP ER t L R CABINETS NG f ao CARPET , _ _ _ _ / v 13'0�2 4 a - i 20 0 - - - - n /x / z R S -,`_ 3X4'-IO 1 Fb a .r/ - r-- - -- /� 1 A6 16 / = WARDRO E 13'll" I T_ 011'2" - 11'0'/2" / I I SHELL -STONE PAVING \ ISLAND n� / X I I OWNER'S SUITI✓ "</80 I CARPET I O'TO I I'�3•TEPPEto TRAY CEILING IACQ 1 g" 8'0 ^ / / r i RESS� \ - \ ----- 1-I 11 / I I� " / <j-I-- �O / - - - Y` LINENS 11-0 , 1 / TU Y/ = R 4 S A > Ml I - TIC I-10'-0"/-0"/ y CARPS _ I / / WO09 I O' CEILING = INTERMEDIATE STEP TO I -4O' CEILI I u , ° IO'<6"/AFF, SEE DETAIL I I \ \ / 2 158 W 1'0 2'8 / hTTERS / / / 15,81/2 a / 11'e" 36' A)FFlab 1= 1 / Ig'8'/e° SHEET M 9 = CsALLERY €---_—_----_--J — / r 13 LOW / - L Gi m FR C + _ - - - -INDICATES 12" X 12" MAI. !�O AMP WOOp I O' CEILIN29 - - 7 = X DO _ _ _ - �� G`OIUMN BLOCK 05 I / / r ` / / " o - - _ I/ BARtS vERTICAL PANEL „X8,0x 4'O" X 8'0"`36" PT _ — — _ _ PERM. 8" WOOD CHAIR -RAIL - - s I'10° 2'2" 10" UP LIGHTS POOL SE I O CEILIN n 00 CASED 3 " HT, _ _ =HOSE b "PRLICE / / OLUMN /4'0' , 16'O I IBB FU ITURE VANI OPENING HAIR-RAI / BIBB - I l 5' X 3 O' - - - - -5,2y2" n 3 5n 6'10°/ 6'Bx/ 410° / / 6 0x ,O" o UP LII HTS LUSH HEART / / I I ALL WORK RELATIVE THE a o as C6 UMN 36 HT. FIREPLACE / o m I I POOL, SPA, POOL FENCING, I IR F / ROLL DOWN SCREENS t RI NE M CHAIR -RAIL / lY a SHUTTERS IN CONCEA ED A KS—� I SHALL BE PERFORM UND1 O a ` I'4" 1'I" a ` 22'1" / 8" N n Ib'8" I '0I I SEPARATE PERMIT INDICATES 12" X 12" G.M.U. COLUMN BLOCK W14-05 _ w 36" HT. BARS VERTICAL ` p p CHAIR-RAIp ip r SHELLSTONEPAVING d v (TYICAL FOR FOUR) " z z F I / m oz t4 2 12'-4" CEILING HEIGHT ea WO 6 cO w WOOD 1 2' CEILING > x z T 4 G WOOD CEILING/ VIER Y v I I� I SEAT NT a LIVING RO01"1 ��a MATERIAL -v _ I MQTOR-COURT ° m TEPb o — — _ ` WOOD I I Z/CEILING ,� a ; PAVERS - VERIRY ING PO m XN � ` ` / S- 11B I 150 FINISH M E IA = TILE r %4DE)OO c° 12' 4"/ FILING r a / °' I6 l / ° 6'O" 1'10" OWNS v �, / ` ` /R12" X V' TR TI G 4" , 36 HT. ` GRANDF TH R �I � HT, CABINET _ QQ Tti' " I` CHAIR -RAIL` CLOCK CH R-RAIL END PANEL T- - UMN / ° - (�„ HT, _ _ _ pBLo - -bOx - _ /36•WT. 3b" X t TRANSOM WINDOW S EP CHAIR -RAIL CFFA1R-RAIL Oy N KIT H N , cmuNrE1 / I'O b'0" r r- r,r - ----1-rei 1WOOD / RAS " TRANS M IN 012'-8 I 1 _ `\12'CEILING/ ECn o 1 m 12 O� DOWN-DRAWr 151NK Li w n IN GAS 600KTOP ° lnlcP SEl' 150" 314 z - INI 40' LL a 1 " 14,WA, R PU IFIER , „ -co " TRAM 50 WINDOWS "a 1 b l b b'0 12 loll 13'4" WOOD Ib I 2' 3'6 J\\ 3'6' 0 12111/a - - - - - - - - - - - - - - - - -1 - UP IGHTS i4 STEPPED CEILING/ 12' TO 12'-8" BUIL I )c - / / - m na ALL O X z I CROWN MOLDING SEE DETAIL CQF L SYS7E D/W I NOOK I ` 10'O" 8'O" / I b - I I THIS SHEET i 1 WOODSHELLSTONE PA ING ISLAN 12'CEILIN_ o ' 4" X 4" X 3/8" STRUCTURAL 3 __- R�F S X Ib FORMED L - _ _v Z'O' " `/ op� 0 1- 1 -___STEELCOLUMNS (2) 3'41 // COLUMN W GONE BA Sm 364)K 22 TRANS M WINDOW------36 HT.CONT.OEOKU•DRAN / T - / DISPOSER �- 13'8 / LTWRl) CABINET 4 03 STIRRUPS 6 I6= /COSE `I ° I o - - - - - - - - - - - - - - - - - - - - - - - I CHAIR -RAIL /PRL�P SINK ' " � FIXED _0 / BIBB I / 1 x �r HO END PANEL i \ / I 'O" 8'O" BIB 1 R t b =� / D!W RAN M/W 12 9 'FIXED Ob" 8'O" F' NT Y / REGYG, DWRs _ _ ,p _ _ r / 1 _ "--------- "12'rX22 ANSOM N15 / 1 UTILITY - - 1 - - �I XBO a �- 1- - 6 VIR 1SA1� ---- 42 310 $ / I / " r x p DOUBLE-- "+----- I-- n ` SINK SHOE O 5 10�2 In WQO�D _ _ - - - - - - _ " GUBBIES HIN25ED I Mo ` ` / I I PH0 I Ci EILI G X DOO)B g/ 13'4" 5'b° 8° 8'O" I_ _ _ _ _ _ /I WISHELVE I CHA N _ 4 x -I - r I I ;n ABOVE 1` «UPPER w O ROLL DOWN SCREENS 4 RRICANE 8 / / / _ 8 WOOD 1 - - - - - - - -I - - 12'-0" a SHUTTERS IN CONCEALS TRACKS 1 " / / 48'O" I THR' _ o IN 90i� 8 (moo " L----------------1 O NUTTERS BU7GfIER / /_� I I _ I II��� r------- n---------- ---- ---1 a xCASED � - - I- m / / 20 MIN. OR m WOOD. 1 ',CEILING n. OPENING �+vA _F I - - - - - - - - - - - - - - - - - - - - 3= z - - BOCKTO I/ m ________I- __ °' I tFRAME ----------- ----,® o K N ° r — — -I- X 1 1 — �— FAMILY ROOM oc0 — — _ 1 ` `t BRO M \ AS30 "p X ------------ ---- - — — — — — — — TH A A AG - - - - _ IUPPER RAF, t MO PP " IDDEN CHILL R = WOOD I a o CHAI -RAI o m v SHELL -STONE PAVING !t2 / / - r _ CABINETS GAB _ CA IN T5 FOR I EPDXY FLOOR _ 10 4 CEI LING - - - - - ` STEPPED CEILING 12 TO 12 B - _ _ o _ r r r - SECRET BAR 1 W/ TWO (2) SURFACE APPLIED BEAMS I u T 4 G WOOD 4 BEAMED C ILING (VIER Y MATERtAL I WIN _ _ = O CART BAY I �1 IAHU i�4 IN - - - -I- I_ CO E _ I I IU Y I R3G SINK I I 12 4 CEILING HEIGHT W! O ) ATTIC+ - - - - - - - - -� - - - - - - I I I j I WO D L - - -( SEE BEAM DETAIL ON SHEET 01 ) _ x - - _ROLL 20SIIIII0 REEH81 RRIS PAVER GA T P tN = I / I =n WIN " 1 p SHUTTERS IN CONGEALS TRACK6 1 1A o / I l l ICO E 10 OEILING / L _- _ a ICE 40IITGOUN WL---------- ------------ ---- - -I, 1all 44'0" r - - Ir - A14U 21N 9b 4° 8' /3 o M4C . 21" 14TI BACKSPL ASH 24'5" " I S'6" - _ - - - - - t POUREDMN W CONGSRBA I v SO WO AtTI , FR T GLAS� FRONT = I =r I I ~ I / LO IN / UP I UPPER CABTS, 4 03 STIRRUPS IS 16 014 � GAS FIREPL C a I ----_- --_ --- --- -- -- - - -- - - - -- 1~-- B46 4� WA yy3RI5ERSa�1 1 "BASE--- -„ --- 16"R 13gD E RfN -� SHUTTERS BASE 4 UPPER CABINETS UF'.P EhS 4 D E /2 2 (READS 9 10.4 B WOOD 6'S12 III AETS W/ 3b" HOOD ip UI _ 14'O" 221SI/2" W/ I NOS NGS - - - - - - - - - - --CA$�1i_ _ 1 III a RNE E " III BEV - Tv ABOVE `\ LOCK ROOM 4 WAS E LI E FROM 2ND FL OPENING - - EPDXY IV 4 GE L G �, 2'g" X0 REF, UP LIGHTS \ / 0 16 RISERS 1.5° SHUTTER VENT OR F TANKLgerS HEA BUILT-IN CABINETS _ TREADS I I" UP I TO EX fOR GAS TER n VE = JUf FLAT SGR 15 Y m SH SB \ --- - 61G0 COLUMN _ _ _ _ _ _ W/ I" NOSING ATTi - - -k - - - HEATER - P- CA NA TH a ALUM, GATE BASEtUPPER CABINETS 200 AM PANEL- _ _ _ _ o = A FR - - - - UPPER CABINETS STORAG ,n p p S'b" X 6'O" SUITCASE TAND p n x TILE S'-4" CEILING z DOO I FRAME OUT t STUG 0 " ` e 0"Xg'0 n SHUTTERS b'0'h" 2 2'I" m ,1"� / n 7H q' - I- 2'g" I W BEAM TO 11' GOL M p � _ _ , ., _ 1 I n 13rn IDTH ABOVE SHO m PAVER / METER THR D ! / / MIN, CLEARANCE ALL SINE§ OFE_N G�TYP,L _ 1 _ COM COM COM s - - - -T - -TW EMERGENCY GENERATOR 4' HIGH EQUIPMENT SCREEN WALLS 91m 4' HIGH EQUIPM SCREEN WALLS 1, COOS -NECK 1 FORDOWN-DRAF COOK OP W/ m EXTE IOR FAN z " CILOSET/ ` 28" X 46' P`„ ie" _ 5 SHELVES Ig'0" 120" \ BLUE HERO NEN a O O rGOVER ST pX I 8" IRESIbTAN1 OR BEDROOM #TWO 2K R)EGRESSERIOR " 5 / WOOD STEPPED CEILING 1� I NUTTERS / I I p I / / _ I 2'O°I I p SHUTTERS 1 / T . I ERS b SHUTTERS I 34„13,0 3 810'8" b'O" ` 01411 L/ _ _ _ _ _ _ _ _ - J ------- - - - - -- 6'4" PAVER WALK 8'B° EXISTING HOUSE I I � l PLANTER ASS UU IIMPACT I(�I LASE ON TEN 6' HANDRAIL STEP BOTH SIDES OF STAIR PAVER WALK C} -ESE I 00 HOLD ONE PIECE CROWN MOLD TRIM DOWN 3" TO I) CONCEAL CONTINUOUS L.E.D. utto ROPE LIGHT BEHIND 12'-8' I. TWO PIECE CROWN 104, FI�XED TRANSOM WINDOW �-04 y a' l �1 OPERABLE [mg WINDOW 0o CEILING DETAIL 'a DINING ROOM b� 1/2" • 1'-0" .Q WALL LEGEND o 9=2= PROPOSED 2" X 4° FRAME WALL --� 441>® PROPOSED 2' X 4" FRAME BEARENG WALL LL ® PROPOSED 2' X 6° FRAME WALL ® PROPOSED 2" X 6' FRAME WAIL ® PROPOSED 8' CMX WALL W 0 O n� Lu 1L � LL INDICATE 12" X 12" FORMED 4 POURED V CONCRETE COLUMN W! 4 - 05 BARS VERTICAL cj) 4 03 HOOPS 9 ib" O/C LU NOTE: PROVIDE NOTCHES FOR RECESSED ROLL DOWN HURRICANE Ci 4 INSECT SCREENS Q 'V7 OL 0 0 U 1L Z !L 4 N FIRST FLOOR FLAN' IlAN' SQ. FT, FIRST FLOOR 4 020 44 362 SECOND FLOOR 1 204 1 2 040 0 LIVING AREA 5 224 5 6 442 CU, FT, I l 15 0 ENTRY PORCH, DINING PORCH 4 COVERED LANAI 8 3 8 1 2 201 lz=;;:� GARAGE 1 260 12 600 12 JAN 18 TOTAL AREA 1 422 80. FT, 8 112 S GU. FT, Copy of OF FIFTEEN oocoo 1 1/2" DIAMETER HANDRAIL BOTH SIDES OF STAIR ( MOUNTED NOT LESS THAN 34" OR MORE THAN 38" ABOVE LEADING EDGE OF THE STAIR TREAD ) PAINTED OAK STRINGER 1 A sm A R I WALKWAY W/ SET IN SAND TYPE "X" DRYWALL 2" X FIRE BLOCKING 2" X 12" STRINGERS 5 DOWELS 6 8" Or — LYWOOD SUB FLOOR READS 4 RISER 'X FIRESTOPPING ID WAY BETWEEN TAIR RUN 2" DRYWALL 2" X 12" STRINGER Qjj;NERAL NU i k� * CONTRACTORS TO VERIFY ALL SQUARE FOOTAGE$ * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION * CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAY OUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED * DUROCK SHALL BE USED IN ALL DAMP LOCATIONS * PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS * WINDOWS SHALL BE DOUBLE HUNG HEAVY DUTY VINYL BY PGT WITH IMPACT RESISTANT GREY TINTED GLASS, SCREENS 4 FRAME COLOR SELECTION BY OWNER AT ALL FIRST FLOOR LOCATIONS * WINDOWS SHALL BE SINGLE HUNG HEAVY DUTY VINYL BY PGT WITH IMPACT RESISTANT GREY TINTED GLASS, SCREENS 4 FRAME COLOR SELECTION BY OWNER AT ALL FIRST FLOOR LOCATIONS * SIZES INDICATED AT ALL DOOR 4 WINDOW OPENINGS ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR ACTUAL SIZE AND ROUGH OPENING * EGRESS WINDOW UNIT SIZES ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE GOVERNING CODE FOR SLEEPING AREAS * PROVIDE EGRESS WINDOW UNIT 9 ALL SLEEPING AREAS AS PER F.B.C.2014 * TEMPERED/ SAFETY GLASS TO BE USED AT ALL HAZARDOUS AREAS AS PER FBC 2014 * EXTERIOR DOORS 4 WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F.B.C.2014 -110 M.P.H. WIND LOAD * ALL BATH ROOM WALL$ SHALL BE INSULATED * ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED * ALL STRUCTURAL FRAMING TO BE HEM FIR #Z SPF $1, SOUTHERN PINE 02 OR APPROVED ALTERNATE W/ Fbr1000 P.S.I. MIN. - NON - STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE * PLUMBING FIXTURES SHALL BE LOW FLOW * DRYER VENTS NOT TO EXCEED 25' FROM DRYER TO WALL OR ROOF CAP, INCLUDING ELBOWS * PLUMBING AND DRYER VENT STACKS TO PENETRATE REAR ROOF PLANE OF BUILDING * ALL HOSE BIBBS SHALL HAVE CONCEALED BOX W/ STAINLESS STEEL ACCESS DOOR * ALL WATER SUPPLY PIPING SHALL BE 3/4" * PROVIDE 4INSTALL FILTRATED WATER SYSTEM (REVERSE OSMOSIS) FOR ENTIRE RESIDENCE * PROVIDE 4INSTALL WATER SOFTENER 3/16" = I'-O" WALL LEGEND CM=C= PROPOSED i X V FRAME WAII ® PROPOSED Y X AV FRAME WALL ® PROPOSED ®' "IL WALL Q LU CID OL OL IRS OF ..r v U II�IIII���II� Ilr� I �a Ili NOTE: ALL ROOF HIPS SHALL BE MITERED, FLAT CONCRETE TILE CONCRETE 4 CLAY ROOF TILES COMPLYING WITH THE FOLLOWING LIMITATIONS SHALL BE DESIGNED TO WITHSTAND THE WIND LOADS PRESCRIBED IN THIS SECTION I, ROOF TILES SHALL BE MORTAR SET W/ 'TILE • TITE TDS" BY PREMIX MARBLETITE MANUFACTURING CO. 2, ROOF TILES SHALL BE INSTALLED ON SOLID SHEATHING DESIGNED AS COMPONENTS t CLADDING IN ACCORDANCE WITH Ib06,2, 3, AN UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE W/ 1501A 4, TILE SHALL BE SINGLE LAPPED INTERLOCKING W1 A MINIMUM HEAD LAP OF NOT LESS THAN 2 INCHES 5, TILE LENGTH SHALL BE BETWEEN 40 4 1.15 FEET 6. EXPOSED WIDTH OF TILE SHALL BE BETWEEN Ob14 1,25 FEET, 1. MAXIMUM THICKNESS OF TAIL OF THE ROOF TILE SHALL NOT EXCEED 13 INCHES S, ROOF TILES SHALL HAVE AT LEAST 2/3 OF TILE'S AREA FREE OF MORTAR CONTACT -----FLAT RIDGE TILE MORTAR TO TOP EDGE MORTAR TO TOP EDGE MINIMUM 1" THICKNES6 MORTAR FINISH UNDER TILE SET HIP 4 RIDGE TILE IN CONTINUOUS BED OF MORTAR, LAPPING TILE I" MINIMUM. POINT MORTAR TO FINISH FULL BED OF MORTAR "TILE - TITE TDS" UNDERLAYMENT CARRIED PROVIDE FULL BED OF MORTAR UNDER OVER APEX OF ROOF ALL HIP 4 RIDGE TILES FIELD TILE RIDGE TILE,4TTAGNMENT DETAIL NQTE-* SET HIP 4 RIDGE TILE IN A FULL BED OF "TILE - TITE TDS" BY PREMIX MARBLETITE MANUFACTURING CO, PLACE TILE ON MORTAR WITHIN 15 MINUTES PRESSING DOWN ON TILE UNTIL MORTAR HAS FULL CONTACT WITH THE TILE 4 EXCESS APPEARS AT THE SIDES OF TILE. POINT MORTAR USING MORTAR THAT IS SQUEEZED OUT WITH ADDITIONAL MORTAR AS NECESSARY ALL FIELD TILES SHALL BE SET IN ACCORDANCE WITH SYSTEM MTHREE FRSA 4 NTRMA TILE SPECIFICATIONS - MORTAR SET APPLICATION USING "TILE - TITE TDS" AS NOTED ABOVE 0 FROSTED (S GLASS b WINDOW D I I�Lam^ 14 (fib tiho; \\j JI41 60"H, MANTL (1 am I 16" Ro GAS EA CE L TTa J 4 ELEVATION m n POOL REAR LEVATION 3/16" 4-oil NORTH-EAST WIND LOAD INFORMATION CODE EDITIONS: 2017 FLORIDA BUILDING CODE CHAPTER 6 OF ASCE1-10 BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED: 110 MPH NOMINAL DESIGN WIND SPEED: 132 MPH RISK CATEGORY- II INTERNAL PRESSURE COEFFICIENT: EXPOSURE CATEGORY: It D WALLS (ENCLOSED) IMPACT PROTECTION: IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS 4 WALL CLADDING: MEAN ROOF HT. = 30' ZONE1 ZONE2 ZONE3 10 $0, Ft _ + 30.0 / - 52.1 P.S.F. 10 $0, FT. _ + 304 / -18,15 PST-, 10 60. FT, • + 30.0 / -122,5 P.S.F. 2060.FT. =+21A/-465PST-, 20 60, FT, a + 21A 16SPSF, 20$0.FT. =+21.4/-115DPSF, 50 $Q, FT, • + 23,9 / - 441 PSF, 50 SQ, FT, _ + 23,9 / - 611 PSF, 50 SQ, FT, _ + 233 / -104A PAP, 100SO. FT, =+21.2J-433PSF. 10050,FT, =+21.Z/-61LPSF, 100SQ. FT, =+21,2/-SbAPSF. ZONE 4 ZONES IO SQ. FT- _ + 145 / - 23 PSF. 10 SQ, FT, _ + 52 / -10 P.S.F. 20 SQ. FT, _ + 13,2 / - 225 PSF, 20 SQ, FT, _ + 50 / - 65 PSF, 50 60, FT. = + 1112 51 PSF, 50 SQ. FT, = + 41 / - 5S PSF, 100 60, FT. _ + 10.3 / - 4S PSF, 100 SQ, FT, _ + 44 / - 54 PSF, NOTE: ALL WINDOWS SHALL BE HEAVY DUTY VINYL W/ GREY TINTED IMPACT RESISTANT GLASS BY PGT FIRST FLOOR WINDOWS SHALL BE DOUBLE HUNG SECOND FLOOR WINDOWS SHALL BE SINGLE HUNG FRONT PLPV?4 ON 3/1(0" = I'-OI' SOUTH-WEST 0 I I A ! M1L `IN x y1 I ter. MRMITT P�TI�11V&N�}!1 CQNSTRUCTIQN AS PER FaG.1816.I CON,, GTOR H L RREFERENCE B C 2011 ISI6 FOR FURTHER REQUJj2EMENTS SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION INSIDE THE FOUNDATION PERIMETER SMALL BE DONE AFTER ALL EXCAVATION, BACKI9LLING 4 AFTER ALL COMPACTION 18 COMPLETE. IF SOIL AREA IS DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, AREA SMALL BE RE - TREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FRAMED TREATMENT MUST BE IN ACCORDANCE WITH TWE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS SHALL NOT BE OF CELLULOSE - CONTAINING MATERIALS AND SHALL HAVE A MIN, WALL THICKNESS OF ODIO' AND SHALL BE SEALED WITHIN THE SLAB USING A NONCORROSIVE CLAMPING DEVISE TO ELIMINATE THE ANNULAR SPACE BETWEEN PIPE AND SLEEVE. NO TERMICDES SHALL BE APPLIED INSIDE THE SLEEVE PER FBC PLUMBING 30512 • WEATHERING - NEGLIGIBLE PER FBC RESIDENTIAL TABLE R3012 M ■ WALL AND CEILING SHALL WAVE A FLAME - SPREAD CLASSIFICATION OF NOT GREATER THAN 200 • WALL AND CEILING FINISHES SHALL HAVE A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450 • ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SMALL HAVE A CRITICAL RADIANT FLUX NOT LEBO TWAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE MER60E OF THE ROOF DECK OR ON THE ATTIC WALLS &WALL COMPLY WWTH F,BL. RESIDENTIAL SECTION R314 • GYPSUM BOARD MATERIAL SHALL CONFORM TO ASTM C36, CM, C415, C514, C630, C93L C960, CIO0Z C1041, CITTI, CIFB, CITIS, CBS OR CM96 AND WALL BE INSTALLED ACCORDING TO THE FOLLOWING= ALL FRAMING MAXIMUM SPACING NAIL SIZING OPTIONS FOR THICKNNESS LOCATION ORIENTATION MEMBER OF PAO-11,49&S INSTALLATION OF DRYWALL SPACING INTO WOOD FRAMING MEMBERS MINIMUM NAILS SCREWS T' X iTIN, TI4ICKNESB CEILING PERPENDICULAR 24' T Q' B GA, 1315' L W119/64" HEAD OR UY' OD98' DIA. X 1114" L ANNULAR Ill OR 5d COOLER NAIL OR WALLS EITHER *. B. S. GYP, BD, NAIL O.011 DIA,X DIRECTION 15/8' W/ "2' WEAR) CEILNG PERPENDICULAR 24" Y 4' 0D96' DIA. X 13/S' L ANNULAR S/8'I RINGED OR 6d COOLER NAIL OR WALLS EITHER k"� 8' N' . O995DIA, X I N8 LONG W/ V4' HEAD DIRECTION GYP. BD, NAIL 009B' PIA X + ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C551 • ALL CERAMIC TILE SURFACES INSTALLED SHALL CONFORM TO ASTM AIOB1 THRU A 108.6, A Wl A II83, A 561 AND A B'L1 • CEMENT, 1 BER CEMENT OR GLASS MAT GYPSUM BACKERS IN ACCORDANCE WITH ASTM C U88, C MS OR C IRS AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TO AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS, 3 I ROOF PEAK FLAT CONCRETE TILE ROOFING CEDAR TAN / BERMUDA SERIES ENTEGRA ROOF TILE 2 41-00 SEC, FLR.CLG, DENSE FOAM/ FIBERGLLLLLLAAAAAA������ \ WRAPPED OUTLOOKERR LAP STUCCO SIDING IMPACT RATED 4 DOORS (SINGL I12Ofl . FLR FlR. CLG. I10� FIR. FLR. CLG. DENSE FOAM/ FIBERGLASS —WRAPPED OUTLOOKERS 0 ALUM, SHUTTERS — IMPACT RATED WINDOWS 4 DOORS (DOUBLE HUNG) SMOOTH STUCCO WALLS k a U 2 MAR 18 12 J 1 5 OF FIFTEEN PROPOSED 300 GALLON EMERGENCY GENERATOR 600000 B.TW. BURIED L.P. GAS TANK \ — / C 3/4' PORCH GRILL 100000 B.T.U. I < SIX BURNER COOKTOP IOOOOO B.T,U. 3/4'. r TANKLESS _ — WATER NEATER -- 3/4" 600000 8.T.U. 3/4" TANKLESS WATER HEATER .r 3/4" f �l 600000 B.T.U. 4 3/4" FLUELESS GAS FIREPLACE FURLESS GAS FIREPLACE 100000 B.TL. 100000 B.TL. CAS RI ER DIAGRAM NO SCALE ALL LINES SHALL BE 3/4" GALV. STEEL PRESSURE DROP CALCULATIONS - INTERIOR 41" WATER COLUMN / W WATER COLUMN PRESSURE DROP EXTERIOR 4 O P.61. W/ I Pb1. PRESSURE DROP LENGTH OF EXTERIOR 3/4" PIPING - 45' • - LENGTH OF INTERIOR 314" PIPING -15' . - EDGE POOL CATCH — BASIN fhc NATURE PATH GAS FIR W/ lb" R E 60° Na T, MANTLE 3/1(0" -- V-O° 3/1611 = I -01I SOUTH-EAST NOTE ALL WINDOWS SHALL BE HEAVY DUTY VINYL W/ GREY TINTED IMPACT RESISTANT GLASS BY PGT FIRST FLOOR WINDOWS SHALL BE DOUBLE HUNG SECOND FLOOR WINDOWS SHALL BE SINGLE HUNG TANKLESS F-7"m oilNMI ... WATERGAS HEATER m III III INI� IIII I ;� NORTH-WEST ew GARAGE BEAMS ALL HEIGHTS ARE MEASURED FROM FF,L. OF GARAGE (O'-4" BFF. OF HOUSE) h 10'-4� ' AFF. ° 8" W X 16" D POURED CONCRETE ° TIE BEAM W/4 #5 BARS CONTINUOUS �10'-4" AFT-. 8" W X 20" D POURED CONCRETE TIE BEAM W/4 - 05 BARS CONTINUOUS 8'-0W OVERHEAD DOOR PRE -CAST CONCRETE FILLED B 1 LINTEL W/ 105 BAR CONT. 10'-4" AFF, 8" W X 16" D POURED CONCRETE TIE BEAM W/ 4 #5 BARS CONTINUOUS ° ° h S'-8" AFF, 8'-2f AFF• PRECAST CONCRETE FILLED LINTEL WI 105 BAR CONT.4 2" UPSET PRE -ENGIN59RED VALLEY SET 4 OVERFIRAMING SIMPSON MT612 f EAC END AND 6 24" 01C PRE - ENGINEEREED / TRUSSES art 24" 0/G — �R>�MINC� 1/2° 1"M i • ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM W/ SIMPSON HETA20 UNLESS NOTED OTHERWISE ON LAYOUT, • ALL MEMBERS ARE ANCHORED TO FRAME WALLS W/ SIMPSON MT820 UNLESS NOTED OTHERWISE ON LAYOUT, • VERIFY UPLIFTS W/ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS • THIS LAYOUT IS FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL TRUSS 4 HEADER ENGINEERING • ALL TRUSS STRAPS; ANCHORS, TIE DOWNS, ETC, MUST BE VERIFIED W/ WIND LOAD REPORTS PRIOR TO INSTALLATION TRUSS PLANS 4 WIND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS MANUFACTURER) FOR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION 1 1 ANCHOR LEGEND MARK MAXIMUM 6IMP60N QUANTITY, SIZE 4 TYPE O ALLOWED MODEL OF ANCHORAGE REQUIRED UPLIFT NUMBER A 1810 HETA20 12 - IOd B 1000 MT520 14 - IOd / 14-I0d X 112" C 1000 MT512 14 - IOd D 10980 HGT - 2 2 - 3/4" ANCHOR TO CON., 16 - 10d GI! E 10530 HGT - 3 2 - 3/4" ANCHOR TO CON„ 16 - IOd Gil F 9400 FGTR-DBL 36SDS 1/4" DIA X 3" IN GIRDER FOUR 1/2" DIA X 5" TITEN HD TO WALL ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER ALL LATERAL BRIDGING PER TRUSS MANUFACTURER kill 1m] mm ING B-1 I ��m STEPPED TRAY ■II �■1 4 NAILING SCHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 578 GDX ROOF SHEATHING 8 d 6" or-, 6" O.C. GLUE ALL PLYWOOD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 4" O.C. 6, OL, 8' - 0" FROM GABLE END ROOF EDGE V2" CDX WALL SHEATHING 8 -d 6" O.G, 6" O'C, 3/4" TtG FLOOR SHEATHING 10 d b" OL. 6" O.C. GLUE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE SHEET NAILING 6" O/C t8" 4 11" Ir ail i.__.I , — --- ---- ----- — -10"MMNMMM,,M LM IMIM MEN ll si■ii Jim dll■iv/. !s. IN ■ --TRAY/ .rrrrrrr %��IQ�i1�l� i�■ �a r.�.....r .� • • • • i ROOF SHEATHING USE Bd RING SHANK ,4-LL SCREWS 4 NAILS SHALL BE GALVA m DOWEL STEEL 4 CONCRETE FILLED BLOCK C SHALL BE Q 48" OL, 0 10'-0" 4 12'-0" HEIGHT WALLS 4 ^a 32" O,C. Q 14'-O" HEIGHT WALLS HOUSE BEAMS 10'-0" AFF, 8" W X 16" D POURED CONCRETE ° TIE BEAM W/ 4 05 BARS CONTINUOUS TB -I B-I B-1 12 AF 8" LuX I " p POUR D CONCRETE TIE EA W/ 4 05 8 Al Z6 CONTINUOUS B-I 14` 'AFF. IT ON W X 16" E POURED CONCRETE TIE EAM 4 05 BARS CONTINUOUS 10' "AFF, 8" 2 X 16" r POURED CONCRETE ° ° Tf EAM W 4 05 BARS CONTINUOUS ° 8'- " FF. NCRETE FILLED AR CONT. 4 2" UPSET OEM 2 �I IL all -A 1/8" iER I ' SLO E- a ■ �, Q `J 8" W BEAR TO 12'-0-- wAFF, 8" W X I6" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONTINUOUS 104� FIXED TRANSOM GLASS 8' S�'8� AFF, PRE -CAST CONCRETE FILLED LINTEL W12" UPSET �8'-2" AFF, B-2 12'-OmW AFF, ° 8" X 16" D POURED CONCRETE TIE BEAM W/ 4 #5 BARS CONTINUOUS 10',S-� ' AFF, 8" BLOCK COURSES $'-8" AFF, On PRECAST CONCRETE FILLED LINTEL W/2" UPSET 8'-2" AFF, B-3 AT-F. m 12" W X 16" D POURED CONCRETE TIE BEAM W/ 6 05 BARS CONTINUOUS 10411):F` 4 03 TIES 6 16" O.C. COLUMN BEYOND 10'-ON AFF, 8" W X Id' D POURED CONCRETE TIE BEAM W14 05 BARS CONTINUOUS COLUMN BEYOND 1414'-0�F_ ° 8" W X tb" D POURED CONCRETE TIE BEAM W14 05 BARS CONTINUOUS ii 8y "AFF ..,-.. 6 COURSES 8" CMU PRECAST CONCRETE FILLED LINTEL W/ 105 BAR CONT. 4 2" UPSET ° 8'-2"AFF— WINDOW OR DOOR 12" W X 2 2" D POURED CONCRETE TIE BEAM WI 3 #5 BARS TOP 3 #T BARS MIDDLE 4 #8 BARB BOTTOM ° ° � 4 #3 TIES 9 8" O.C,2NfJfJ F LO R I4'-O° 0 0 0 12n B-T 15' 8" AFF. TOP OF BEAM r - O BOTTOM u OF BEAM 12'-0" 11150 °o 14'-O_" AFF_ pile 12 JJAANN 18 8" W X 2 4" D POURED CONCRETE t \ �' ` COPY TIE BEAM W! 4 05 BARS CONTINUOUS N w 4 03 TIES 6 16" O.C, COLUMN BEYOND "� a ■ e®� ®% OF FIFTEEN 0400 14'-0" ti 12, on T0� P OF BEAM 10'� TOP OF BEAM _!__ TE 3/4" = I ANCHOR LEGEND MARK O MAXIMUM ALLOWED UPLIFT 51MP6ON MODEL NUMBER QUANTITY, 51ZE 8 TYPE OF ANCHORAGE REQUIRED A 15 10 WETA20 12 - IOd B 1000 MT$20 14 - IOd / 14-I0d X 1/2" C 1000 MT512 14 - IOd D 10980 HGT - 2 2 - 3/4" ANCHOR TO CON., 16 - IOd GIRDER E 10530 HOT - 3 2 - 3/4" ANCHOR TO CON., I6 - IOd GIRDER F 9400 FGTR-DBL 36-606 1/4" DIA X 3" IN GIRDER FOUR 1/2" DIA X 5" TITEN HD TO WALL NAILING SCHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 5/8 CDX ROOF SHEATHING $ d 6" O.G. 6" O.C. GLUE ALL PLYWOOD WITHIN 4' OF ROOF EDGE 5/5" CDX ROOF SHEATHING $ d 4" O.C. 6" O.C. B' - 0" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING 8 d 6" O.G. 6°' O.C. 3/4" TtG FLOOR 614EATHING 10 d _ 6" O C. 6" Q G. GLUE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 X 12 HEADER 16 d 13 PER HEADER PLY BASE SHEET NAILING boo 10-0 A,FF_ $" W X I6" D POURED CONCRETE TIE BEAM W14 05 BARS CONTINUOUS 9 .I. 10'-O" A.F.F. ° e" W x lb" D POURED CONCRETE TIE BEAM W/4 05 BARS CONTINUOUS ve PRE -CAST A_ RE -CAST CONCRETE FILLED LINTEL W1 I !t5 BAR CONT. t 2" UPSET 7m E ANCHORED TO CONCRETE BEAM W/ SIMPSON HETA20 4ERWISE ON LAYOUT. E ANCHORED TO FRAME WALLS W/ 51MP6ON MTS20 4ERWISE ON LAYOUT. TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS Q BEARING DETERMINATION FEASIBILITY t ARCHITECTURAL AID IRER 15 RESPONSIBLE FOR FINAL LAYOUT, SPANS t ALL TRUSS L RING S, ANCHORS, TIE DOWNS, ETC. MUST BE vERIFIED W/ WIND LOAD f0 INSTALLATION ND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS OR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION V � �M 00 N = r U r DC � ct oc a J W w w fin cal s f-- tb Lu z Z _0 CID Lu Q Q L" Cif nn® !l� nn®, LnL 1.4._ Plle Co PY Lu H@YI/16iI• 14 DEC 11 11150 21 DEC 11 OF FIFTEEN AEG 33�11 CEDAR TAN / BERMUDA SERIES ROOF TILE BY ENTEGRA FLAT CONCRETE TILE ROOFING ON PEEL 4 STICK MEMBRANE ON 300 FELT ON 5/8" PLYWOOD ON PRE - ENGINEERED WOOD TRUSSES Q 24" O,C. R-20 SPRAY IN FOAM INSULATIA N GALY. FLASHING ON I" P.T. ON 2" X 8" CEDAR FAS ON 2" X 6" SUB FASCIA HEIGHT o STEPPED EE +lo'-p"BEARING 4 FASCIA HEIDENSE FOAM/ FIBERGLWRAPPED OUTLOOKER36 O.C, + W. or, TYP, O,H, i WINDOW HEAD HEIGHT i d SMOOTH STUCCO SOFFIT ON WIRE LATH I ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN i{ W/ l SPACING MAX ON TYVEK 4300 FELT , LAP STUCCO SIDING ON 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS 6 48" O G, MAX. 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ 1- 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM STUCCO TRIM BAND PROVIDE 11/2" RECESS AT PERIMETER FOR WATER BREAK a/-01-O° FINISHED FLOOR LEVEL 5/8" STUCCO FINISH ON — 8" X 16" CONCRETE BLOCK STEM WALL W/ POURED BLOCK CELLS W/ 105 BAR DOWELED FROM FOOTING 4 HOOKED TO THICKENED EDGE ail 24" OC, BLOCK COURSES AS REQUIRED BUT NOT TO EXCEED SIX COURSE 1"X6"T4GWOOD CEILING/ PAINTED -5/8" DRYWALL CEILING TRUSS STRAP CAST IN BEAM TWO PIECE CROWN MOULDING ATTACH 2" X 4" PT, LEDGER W/ 010 X 3" LONG TAP CON SCREWS 6 32" O.C, 8" W X 16" D POURED CONCRETE TIE BEAM 11114 05 BARS CONT, IT OWNER'S SUITE IT II — 1/2" DRYWALL ON I" X 2" P,T, FURRING ON 3/4" RIGID IT INSULATION R-6 FINISH GRADE — ILL= 1/211 = II-O II WOOD BASE 4" THICK CONCRETE SLAB W/ 6 X 6 10/10 W,WF, OR FIBER MESH 3000 PSJ, CONCRETE MIN, �—VISQUEEN VAPOR BARRIER ON WELL-COMPAC ISO ED SOIL 2500 PSF. SOIL BEARING MIN, NOT BOTTOM OF ALL FOOTERS SHALL BE MIN. 12" BELOW ADJACENT GRADE 28" W X 16" D CONCRETE STEM WALL FOOTING W/ 3 05 BARS CONT, IN PALM BEACH CHAIRS CEDAR TAN / BERMUDA SERIES ROOF TILE BY ENTEGRA FLAT CONCRETE TILE ON PEEL 4 STICK MEMBRANE ON 30# FELT ON 5/6" PLYWOOD ON PRE - ENGINEERED WOOD TRUSSES 9 24" O.C, R-20 SPRAY IN FOAM INSULATION GALY, FLASHING ON I" X 3" PT, DRIP ON 2" X 8" CEDAR FASCIA OVER ON 2" X 6" SUB FASCIA — I B- EARING 4 FASCIA HEIGHT DENSE FOAM/ FIBERGLASS WRAPPED OUTLOOKERS 9 36" O,G, 2'_ 6,. as $'- pp _ TYP, O,H. WINDO i W HEAD HEIGHT SMOOTH STUCCO SOFFIT ON WIRE LATH ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN W/ T" SPACING MAX ON TYVEK 4 300 FELT LAP STUCCO SIDING ON 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS 9 48" D G. MAX, 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ I - 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM FINISH GRADE ..01.011 fi FFL _ THICKENED SLAB EDGE 20"EDGE 20" WIDE X 18" DEEP W/ 3 - 05 BARS CONT IN PALM BEACH CHAIRS W/ 4" H X to" W GONG, CURB W/ 105 BAR CONTINUOUS NOTEI BOTTOM OF ALL FOOTERS SHALL BE MIN, 12" BELOW ADJACENT GRADE 0 CEDAR TAN / BERMUDA SERIES ROOF TILE BY ENTEGRA FLAT CONCRETE TILE ROOFING ON PEEL 4 STICK MEMBRANE ON 3040 FELT ON 5/8" PLYWOOD ON PRE - ENGINEERED WOOD TRUSSES &t 24" O.C. R-20 SPRAY IN FOAM INSULATION GALY, FLASHING ON I" X 3" P.T. DRIP ON 2" X 8" CEDAR FASCIA OVER ON 2" X 6" SUB FASCIA { a IO'- d' t BEARING d FASCIA HEIGHT DENSE FOAM/ FIBERGLASS WRAPPED OUTLOOKERS na 36 O,G, 2' 6" -K +g'_O" TYPO. WINDOW HEAD HEIGHT SMOOTH STUCCO SOFFIT ON WIRE LATH — ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN W/ T" SPACING MAX ON TYVEK 4 300 FELT LAP STUCCO SIDING ON 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS 9 48" O.C. MAX, 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ 1- 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM +2'-8 '-V STUCCO TRIM BAND PROVIDE 1 1/2" RECESS AT PERIMETER FOR WATER BREAK FINISH GRADE \ r + - 0'- O" FFL, THICKENED SLAB EDGE 20" WIDE X 18" DEEP W13 - 05 BARS CONT IN PALM BEACH CHAIRS ONE PIECE CROWN MOLDING/ PAINT GRADE POPLAR OR EQ. DRYWALL CEILING ° I° TRUSS STRAP CAST IN BEAM IF ATTACH 2" X 4" P.T. LEDGER W/ 11 010 X 3" LONG TAP CON SCREWS I 9 32" O,C, tl 8" W X 16" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONT, IT STUDY 1/2" DRYWALL ON I" X 2" P.T. FURRING ON 3/4" RIGID INSULATION R-6 II WOOD BASE Ei F4" THICK CONCRETE SLAB W/ b X 6 10/10 W WF, OR FIBER MESH 3000 P.51 CONCRETE MIN, I ° XISQUEEN VAPOR BARRIER ON WELL _ TIF IC 1/211 = 11—D II 5/8" DRYWALL CEILING TRUSS STRAP CAST IN BEAM ATTACH 2" X 4" P.T. LEDGER W/ 010 X 3" LONG TAP CON SCREWS Q 32" OZ. 8" W X 16" D POURED CONCRETE TIE BEAM W/ 4 #5 BARS CONT. 1/2" DRYWALL ON I" X 2" PT, FURRING ON 3/4" RIGID INSULATION R-6 WOOD BASE EPDXY FINISH ON r4" THICK CONCRETE SLAB W/ 6 X 6 II° 1 II ° ° / 10/10 W WF, OR FIBER MESH 3000 PS,I, CONCRETE MIN. COMPACTED POISONED SOIL 2500 PSF SOIL BEARING MIN. NOTE: BOTTOM OF ALL FOOTERS SHALL BE MIN, 12" BELOW ADJACENT GRADE 3/4" T 4 G PLYWOOD FLOORING 1/211 = II-OIl ICYNENE FOAM INSULATION VISQUEEN VAPOR BARRIER ON WELL - C OMPA.G TED,P. OISONEP-$OIL-� 2500 PSF, SOIL BEARING MIN.j CEDAR TAN / BERMUDA SERIES ROOF TILE BY ENTEGRA FLAT CONCRETE TILE ROOFING ON PEEL 4 STICK MEMBRANE ON 300 FELT ON 5/8" PLYWOOD ON PRE - ENGINEERED WOOD TRUSSES 9 24" O.C, R-20 SPRAY IN FOAM INSULATION COPPER FLASHING ON I" X 4" DRIP ON 2" X all CEDAR FASCIA OVER ON 2" X (o" SUB FASCIA ---� +14AO" I BE 4 FASCIA HEIGHT DENSE FOAM/ FIBERGLASS WRAPPED OUTLOOKERS 6 36" O.C. 2'_ fi + 22' p" TYP, WINDOW HEAD HEIGHT SMOOTH STUCCO SOFFIT ON WIRE LATH -- ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN W/ IN SPACING MAX ON TYVEK 4 30# FELT LAP STUCCO SIDING ON 8" X lb" CONCRETE BLOCK W/ POURED BLOCK CELLS 81 45" O.G. MAX, 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ I - 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM NOTE: END WALL LEDGER, DOUBLE 2" X 12" P.T. W/ 1/2" X 8" SLEEVE ANCHORS 6 32" O/C STAGGERED DRYWALL CEILING ° Ilo TRUSS STRAP CAST IN BEAM ATTACH 2" X 4" PT, LEDGER W/ 11 010 X 3" LONG TAP CON SCREWS 6 32" O.C. 8" W X ib" D POURED CONCRETE i TIE BEAM W/ 4 05 BARS CONT, II .14' - O" 2ND FLOOR BEAM HEIGHT p 8" W X 24" D CONCRETE TIE BEAM W/— =11 6 05 BARS CONT, 4 03 TIES 6 16" O.C. Ij I it .+ 12�- 0" `t' BEARING HEIGHT II 26 GA, GALVANIZED CAP FLASHING 4 GAP RECEIVER W/ IN X 4" P,T, NAILER W/ STAINLESS STEEL TAP CON #10 X 2 112" II LONG 9 12" O.G, FLASHING ANCHOR it +10'- O" it FRAME DOWN CEILING £t BATH 02, BEDROOM 02, WJ.C„ HALL, ETC, 111j1 it 2" X 8" P.T. LEDGER ATTACHED TO It BLOCK WALL W/ 1/2" X 8" WEDGE ANCHORS 7111 6 32" OZ, I HIOA TRUSS HANGER W/ S - IOd X 1 1/2" TO TRUSS fill 4 S- IOd X I U2" TO PLATES 1 IIII it IIj1 LAP STUCCO SIDING ON 8" X 16" CONCRETE BLOCK W1 II POURED BLOCK CELLS 9 32 O.C, MAX, 4 AT ALL WINDOWS, DOORS 4 it II CORNERS W/ I - #5 BAR DOWELED u TO FOOTING 4HOOKED TO BEAM fill t� +2'-8, iftl STUCCO TRIM BAND 12" W X 8" D THICKENED EDGE W/ 2 - #5 BARS CONTINUOUS FINISHED FLOOR LEVEL I� 3 o 5/13" STUCCO FIN16H ON 12" X 16" CONCRETE BLOCK STEM WALL I W/ POURED BLOCK CELLS W/ 2 45 BARS DOWELED FROM FOOTING 4 HOOKED TO THICKENED EDGE 10 24" OZ. BLOCK COURSES AS REQUIRED BUT 4 I NOT TO EXCEED SIX COURSE FINISH GRADE 1/2 It 1I-0 11 BEDROOM �3 1/2" DRYWALL ON IN X 2" P.T. FURRING ON 3/4" RIGID INSULATION R-6 WOOD BASE SIDE WALL LEDGER DOUBLE 2" X 8" P.T. W/ 1/2" X S" SLEEVE ANCHORS 6 32" O/C HOLD LEDGER DOWN 3" FROM TOP OF BEAM) 514" T 4 G PLYWOOD SUB - FLOOR GLUED 4 SCREWED PRE-ENGINEERED WOOD FLOOR TRUSSES (35" W X 24" TALL) 9 ISI" D,G. BATT SOUND INSULA 2" X b" CEILING FRAMING 44 24" O G, FRAME DOWN STEPPED CEILING 9 BEDROOM 02 +10'-O" 2 4" •5/8" DRYWALL CEILING — TWO PIECE CROWN MOLDING 1/2" DRYWALL ON IN X 2" P T. FURRING ON 3/4" RIGID INSULATION R-6 WOOD BASE 4" CONCRETE SLAB W/ 6 X 6 10/10 YYY W.WM,OR FIBERMES14 3000 PSJ, CONCRETE MIN. — - - �—VISQUEEN VAPOR BARRIER ON W -COMPACTED, PO!$ONED. SOIL 2500 PSF, SOIL BEARING MIN NOtE; BOTTOM OF ALL FOOTERS SHALL BE MIN, 12" BELOW ADJACENT GRADE 28" W X 16" D CONCRETE STEM WALL FOOTING W13 05 BARS CONT, IN PALM BEACH CHAIRS gwol: 12 J� 111=I-Oil 8" X 10" X 5/8" WELDED STEEL TOP PLATE W/ TWO 5/8" X 6" NELSON STUDS 4" X 4" X 3/8" STEEL TUBE COLUMN 8" X 8" X 5/8" WELDED STEEL BASE PLATE (2) TWO 5/8" X 5" WEJIT ANCHORS DBL, 2" X 4" TOP PLATE 2" X 4" STUDS 9 16" O/C 8" C.B.S. FILLED CELL W/ I - 05 BAR PROVIDE 010 X 5" TAPGON SCREWS 9 16" O/C INTO BLOCK WALL 2" X 4" SILL PLATE 1/21t = 11-0lt 8" X 16" C.MU, MONO, FOOTING W X IS" DEEP W/ 3 - 05 BAR CONTINUOUS POURED BLOCK CELLS W/ 1- 05 BAR IN EACH CELL, HOOKED FROM STEM WALL FOOTING TO MONO. FOOTING CLEAN COMPACTED FILL STEM WALL FOOTING 28" W X / I6" D W/ 3 - 05 BARS CONTINUOUS �- 1/2" WRAP COLUMN W/ 2 - LAYERS 30# FELT 4" X 4" X 3/8" STEEL COLUMN I1 LI Q LI 0 0 12" X 12" X 4" RECESS 10" x 10" X 5/8" STEEL BASE PLATE I" GROUT 4 -3/4" X 8" SLEEVE ANCHORS 24" X 16" CONCRETE FOOTING W/ 3 - 05 BARS CONTINUOUS ALTERNATE STEEL COLUMN DET74L III = I OII GARAGE DOOR ATTACHMENT: 2" X 6" FT, WOOD BUCK TO CONCRETE 8' - 0" HIGH DOOR = 6 - 3/8" X 3" SLEEVE ANCHOR, ITT RAMSET / RED HEAD # HN-3830 SPACED A$ REQUIRED BY MANUFACTURER AT EACH SIDE TRACK BRACKETS TO F.T. BUCK 8'- 0" HIGH DOOR - 6 -3/8" X 11/8" LAG. SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE 1 1/211 - 11-0 II 8" X S" X 81-O" 25" CONCRETE FILLED PRE-ENG'D CONCRETE LINTEL W/ 1 #5 RE-BAR- 8" X 8" X 1-0" OPENING IN RETAINING WALL FOR POOL PIPE CHASE 12" DEEP X 48" WIDE FORMED 4 POURED CONCRETE FOOTING d- 0'- 0" (13.0' N.A.VD.) `Y FINISHED FLOOR LEVEL -0 1. 4" TO LANAI (CONCRETE TO CONCRETE) CONCRETE FILLED C.M.U. IV' BLOCK TOP COURSE CONCRETE FILL ALL CELLS W/ #6 BARS 9 16" O/C 5'-0" MAX. WALL HT. W/ TWO LAYERS OF —o— —o— —o— -re — —o— u- 05 BARS 9 8" C EACH WAY + ETA IN INS WALL FIFECHASE 1/2 STUCCO WASH 4 TRIM CONCRETE FILLED U BLOCK W/ 1- #5 BAR CONTINUOUS 5/8" SMOOTH STUCCO ON e" X I6" CONCRETE BLOCK W/ POURED BLOCK CELLS 0 46" O C. W/ # 5 BARS DOWELED TO FOOTING 4 HOOKED TO BEAM FINISH GRADE ----- — \ 20" W X 16" D CONCRETE FOOTING W/ 3 $5 BARS CONTINUOUS IN PALM BEACH CHAIRS CEDAR TAN / BERMUDA SERIES ROOF TILE BY ENTEGRA FLAT CONCRETE TILE ROOFING ON PEEL 4 STICK MEMBRANE ON30# FELT ON 5/8" PLYWOOD ON 12 PRE - ENGINEERED WOOD TRUSSES 9 24" O.C. R-20 SPRAY IN FOAM INSULA TRUSS STRAP CAST IN BEAM 5/8 DRYWALL CEILINGrV PAINT GRADE POPLAR OR EQUAL CROWN MOLDING oll o 8" W X 16" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONT. I 1/2" DRYWALL ON 1" X 2" P.T. FURRING ON I 3/4" RIGID INSULATION (R-6) 11 BEDf;ROOM 04 WOOD BASE 3/4" T 4 G PLYWOOD SUB - FLOOR GLUED 4 SCREWED ON 16" DEEP PRE- ENGINEERED WOOD FLOOR TRUSSES 0 192" O C. 5/8" DRYWALL CEILINGONE PIECE CROWN MOLDING FRAME DOWN CEILING 8" 9 PERIMETER OF FAMILY ROOM/ (24" WIDE) TWO PIECE / CROWN MOLDING 1/2" DRYWALL ON I" X 2" P.T.---/ FURRING ON 3/4" RIGID INSULATION R-6 END WALL LEDGER: DOUBLE 2" X 12" P.T. W/ 1/2" X 8" SLEEVE ANCHORS 9 32" O/C 5TAGC (HOLD LEDGER DOWN 3" FROM TOP OF BEAM) FAMILY ROOM GALV. FLASHING ON I" X 3" PT. DRIP ON 2" X 8" CEDAR FASCIA OVER ON 2" X 6" SUB FASCIA / ATTACH 2" X 4" P.T. LEDGER W/ _ $10 X 3" LONG TAP CON SCREWS 9 32" O.C. DENSE FOAM/ FIBERGLASS — WRAPPED OUTLOOKERS 9 36" O.C. SMOOTH STUCCO SOFFIT ON WIRE LATH ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN — W/ 1" SPACING MAX ON TYVEK 4300 FELT — LAP STUCCO SIDING ON 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS 9 48" O G. MAX 4 9 ALL WINDOWS, DOORS 4 CORNERS W/ 105 BAR DOWELED FROM BEAM TO BEAM — 26 GA. GALVANIZED CAP FLASHING 4 CAP RECEIVER W/ 1" X 4" P.T. NAILER W/ STAINLESS STEEL TAP CON $10 X 2 1/2" LONG 6 12" O.G. FLASHING ANCHOR 3 PLY BUILT - UP ROOFING OR ELASTOMERIC — ROOFING MEMBRANE ON 3/4" CDX PLYWOOD ON PRE - ENGINEERED WOOD TRUSSES 9 24" OD. SLOPE 1/6" PER 12" 2" X 8" P.T. LEDGER ATTACHED TO BEAM W/ 1/2" X 8" WEDGE ANCHORS 9 32" O.C. HIOA TRUSS HANGER W/ 9 - 10d X 1 1/2" TO TRUSS 4 9- IOd X 1 1/2" TO PLATES I I CONCRETE FILLED PRE CAST LINTEL W/ I #5 BAR CONT. 0 8" W X 24" D CONCRETE TIE BEAM W/ (o 05 BARS CONTINUOUS 4 03 TIES 9 I6" O G. CONCRETE FILLED PRE -CAST LINTEL W/ 1 #5 BAR CONT. E IMPACT RESISTANT FIXED GLASS TRANSOM SURFACE APPLIED CEILING BEAMS U) 4 T 4 G FAUX PECKY CYPRESS WOOD CEILING 0 o CONCRETE FILLED PRECAST LINTELS (2) W/ 105 BAR CONT. 20" W X 10" D CONCRETE o 0 + 3'- b AFF, FOOTING W/ 3 05 BARS CONT. IN PALM BEACH CHAIRS NOTE: BOTTOM OF ALL FOOTERS SHALL BE MIN. 12" BELOW ADJACENT GRADE 0'- O" FF.L I" SPACE 4" CONCRETE SLAB W/ 6 X 6 10/10 WW)F, LUALL DETAIL T 1/2 = -011 SMOOTH STUCCO SIDING ON 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS Q 32" O.C. MAX. 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ I - 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM 4" CONCRETE SLAB W/ (b X 6 10/10 M.OR FIBERMESH 6" STEP DOWN (CONCRETE TO CONCRETE) W/ MUD SET SHELL STONE PAYING 9 LANAI SLOPE SLAB _ VISQUEEN VAPOR BARRIER ON SOIL Am4affil'►' F ICAL SC�iI�N IIII 3 PLY BUILT - UP ROOFING OR ELASTOMERIC $ ROOFING MEMBRANE ON 3/4" PLYWOOD ON 3 PRE - ENGINEERED TRUSSES CONT. P.T. WD. BLOCKING COPPER FLASHING a CONTINUOUS MTL. CLEAT g a F -- — METAL FLASHING TILE ROOFING /80PI 061 FFFELT ON 3/4"" PLYWOOD DECK NG u SEE ENLARGED FLAT ROOF DETAIL ABOVE 12 6 HIP SET GIRDER ATTACH 2" X 4" P.T. LEDGER W/ 010 X 3" LONG TAP CON SCREWS 9 32" O.G. —� 12" W X 16" D POURED CONCRETE TIE BEAM W/ 6 05 BARS CONT, 4 03 TIES 9 16" O.C. SMOOTH STUCCO SOFFIT ON WIRE LATH ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN W/ 1" SPACING MAX ON TYVEK 4 300 FELT 5/8" SMOOTH STUCCO FINISH ON 12" X V FORMED 4 POURED CONCRETE COLUMN W/ 4 - 05 BARS 4 03 HOOPS 9 I6" o1c VERTICAL I 12" W X 8" D THICKENED CONCRETE I EDGE W/ 2 05 BARS CONT. — — — — — — — — — 36" X 36" X I6" D CONCRETE PAD W/ 05 BARS 9 8" O.C. EACH WAY 9 COLUMN 12" DEEP X 48" WIDE FORMED 4POURED CONCRETE FOOTING W1 TWO LAYERS OF 05 BARS 9 8" O/G EACH WAY 4 1/2" HEEL 25" 2'-9. ViJ � 9 1in, BEY ARING 4 FASCIA HEIGHT D— . za'• o" � WINDOW HEAD HEIGHT m1 ma ma D= b o w �s D= Q +14'-O" Y 2ND FLOOR BEAM HEIGHT 0 + 12' --'0_ (K BY FARING HEIGHT O +1I'-6" BEAM BOTTOM F-- Z LU +10'-411 BEAM OF SHUTTER BOX F— U LLI 8" WIDE X 15" DEEP ROLL DOWN SHUTTER 4 INSECT SCREEN BOX lL PROVIDE CONCEALED SHUTTER 4 INSECT SCREEN GUIDE PROVIDE ACCESS PANEL TO SHUTTER BOX W Q Q ll! O ui o O � STUCCO TRIM BAND FIN154ED FLOOR LEVEL °^ N 0'- 4" TO LANAI o (CONCRETE TO CONCRETE) CONCRETE FILLED p C.MU,'lull BLOCK TOPCOURSE 12 MAR 18' I CONCRETE FILL ALL CELLS W1 06 BARS 9 I6" 0/C M 5'-0" MAX. WALL HT. 11150 GR DE (8D' NA,VD, + / - 12 JAN 18 Bk� I m1 „ OF FIFTEEN o>�oo B" X 16" CONCRETE BLOCK - LAP STUCCO POURED CONCRETE BLOCK CELL W/ CELL W/ 1 #5 BAR EACH JAMB DOORS SHALL BE FLASHED W/ VULKEM 116 BY TREMCO (OR EQUAL)/ FOR BEADS AROUND PERIMETER, SEALANT SHOULD EXHIBIT MIN, SURFACE CONTACT AREA OF I/4" INTO SUBSTRATE SEALANT / BRICK MOLD CONCRETE SILL 1 3/4" IMPACT RESISTANT FRENCH — DOOR 1 1/2 11= 1 -011 °HEADO -� 112" DRYWALL ON p QD I" X 2" PT, FURRING p RIGID INSULATION LAP STUCCO D D —CONCRETE TIE BEAM W/ 4 - #5 ❑ 0 G BARS OR PRE - CAST LINTEL 0 a 2" X 4" PT' o ce SEALANT P.T, 2" X WOOD BUCK ANCHOR TO CONCRETE W/ 1/4" TAP CONS W1 1" DIA, E DOOR CASING L WASHER W/ 1 1/4" CONC, EMBED HEAVY DUTY VINYL WINDOW W/Tills 8" O,C, FOR 1' d LARGER OPENING ?� -FIR JAMB IMPACT RESISTANT GLA12" O G, FOR SMALLER OPENING START 3" FROM EACH CORNER ALUMINUM THRESHOLD (TYPICAL ON ALL 4 SIDES OF WINDOW) SEALANT WASH OOD SILL d RETURNS PT, 2" X WOOD BUCK ANCHOR TO -CONCRETE W/ 1/4" TAP CONS W/ I" DIA. WINDOWS SHALL BE FLASHED W1 OURED CONCRETE SILL W/ WASHER W/ IIl4° EMBED - VULKEM FOR BEAI16 BY DAROUNDCPERIMEER,Lb0 5 BAR UL 8" O C. FOR 1'd LARGER OPENING ARGE 12" OC. FOR SMALLER OPENING SEALANT SHOULD EXHIBIT MIN. 3 FROM EACH CORNER SURFACE CONTACT AREA OF 114"START INTO SUBSTRATE I L l ° 3" V.T,R. I I 1 f i 2 2„ I 4" CA, r °I i TUB � 1 1 2" LAV 2" 2„ 131, WC 3„ SHOWER LAV 1 2n I 2"1 4n I 3"1 LAY „ I 2 3 3" I WC DBL. SINK UUINDOW DETAIL 1 1/211 a II —OII 2" VTR. I I 3' I � n' I I 3" ,TR. , i 3n I 12n 2 I 1 1 12" � " 2" I I I r 2" I 2 VLAV QW I \1'I K 1WC 2° PREP „ i 2 /1 SINK " 3 2 I I 2" SHOWER i DW I DW 3" 2" 2„ 2" DEL 2, 2" WC LAV 12 I 1 II rl I I 3" V,TR. i "I BAR 13 4" 2 I SINK WC L U 1` 1 n 1 1 `t N 1 0= N ALL PENETRATE EAR ROOF ySLOP 1 4" CA. 4" UTIL LAV 2" v 3. I 1 2" SHOWER N,T,S, SINK 2„ 4 4" WASTE LINE TO SANITARY SEWER IN WASHER RIGHT OF WAY 2" 3" WC 2" LAV PCM 3/4" PCM PGM 2014 2 8 1 A 1 1/4" SEC, FLR, 1 1/4" 9 1/4" SEC, FLR. TWO PIECE CROWN M0L-DING 1 1/2" a ALL TRIM MAERIALS SHALL BE PAINT GRADE POPLAR OR EQUAL • ELECTRICALRECEPTACLE BOXES SHALL BE MOUNTED HORIZONTALLY IN THE BASE RIM 4" WASTE LINE FROM 2ND FLOOR LJ ONE PIECE CROWN MOLDING 2"XI 2"Xh 5/8" DRYWALL ON CEILING 2 X 4 LOAD BEARING WALL WITH STUDS AT 16" O,G, MAX 1/2" DRYWALL ON WALLS ANCHOR STUD TO PLATE WITH SIMPSON SP4 TIES AT EACH -- STUD WITH 6 IOd NAILS pi I� CC44IR --121411. it C I,— Oil TWO PIECE CROWN MOLDING 5/8" DRYWALL PAINTED PAINT GRADE POPLAR OR EQUAL INVERTED BASE SIMPSON MTS 12 ANCHOR FROM 2 X (9 WALL WITH DOUBLE TOP PLATE TO BEARING LEG OF ROOF TRUSS ABOVE ANCHOR STUD TO PLATES WITH 5IMP50N SP4 TIES AT EACH STUD WITH 6 IOd NAILS THIS ASSEMBLY GOOD FOR IOOO PLF OF UPLIFT, 1/2" X 8" REDHEADS AT 32" O.C. WITH 1/4" X 3" SQUARE STEEL WASHERS FOOER TO BE 14" DEEP X 20" WIDE WITH 3 05 BARS CONTINUOUS FIRST FLOOR SECOND FLOOR 00 M FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING HGT. NOTES ENTRY PORCH MUD SET SHELL STONE N/A 5/8" SMOOTH STUCCO/ PAINTED T; G WOOD 12' - 4" FOYER WO®D 5/8" X S 1/2" WOOD PAINTED 1/2" DRYWALL SMOOTH/ PAINTED 5/5" DRYWALL SMOOTH/ PAINTED 12' - 0" CHAIR RAIL W/ WAINSCOTING LIVING ROOM 12' - 0" CHAIR RAIL W/ WAINSCOTING DINING ROOM STEPPED I2'-12'-e" CHAIR RAIL W/ WAINSCOTING CROWN MOLDING W/ CON7, ROPE LTS. KITCHEN l - 0" NOOK FAMILY ROOM Ill SURFACE APPLIED CEILING BEAMS BEDROOM 02 STEPPED BEDROOM 02 WJ C. BATH 02 TILE CABANA BATH TILE PANTRY WOOD LAUNDRY BACK HALL POWDER ROOM GALLERY PICTURE WALL NORTH) W1 WOOD LEDGE CHAIR RAIL d WAINSCOT BELOW OWNER'S SUITE CARPET STEPPED 101.111 CROWN MOLDING/ TWO STEP CEILING „ 10' TO 10'-6 TO 11' SEE DETAIL SHT, f 9 READING BAY 10' - O" DRESSING HER WJ.C. HIS WJ,C, OWNER'S BATH TILE STUDY WOOD STAIR -WELL WOOD CHAIR RAIL W/ WAINSCOTING DINING PORCH MUD SET SHELL STONE N/A 5/811 SMOOTH STUCCO/ PAINTED T d G WOOD 12'- 4" COVERED LANAI MUD SET SHELL STONE N/A 5/8" SMOOTH STUCCO/PAINTED T < G WOOD 12' - 4" SURFACE APPLIED CEILING BEAMS GARAGE EPDXY 5/8" X 1 114" FLAT/ WOOD PAINTED 1/2" DRYWALL SMOOTH/ PAINTED 5/8" DRYWALL SMOOTH/ PAINTED 10,�„ LOCKER ROOM EPDXY 5/8" X 1 1/4" FLAT/ WOOD PAINTED 1/2" DRYWALL SMOOTH/ PAINED 5/8" DRYWALL SMOOTH/ PAINTED tO,-4„ STAIRWELL WOOD 5/8 X 11/2 WOOD PAINTED 1/2" DRYWALL SMOOTH/ PAINTED I 5/8" DRYWALL SMOOTH/ PAINTED VARIES CHAIR RAIL W/ WAINSCOTING WALK IN LINEN WOOD 10' .011 BEDROOM 03 CARPET BEDROOM WJ.C. 03 CARPET BATH N3 TILE BEDROOM$4 CARPET BATH #4 TILE N_ N N 21/2" X 1 1/4" 2 1/2" X 1 114' I" 1/4" 1" I/4" 5 1/2" X 5/8" C 5 1/2" X 5/8" 3/4" X I" 3/4" X 31" - 1/4" ALL TRIM MATERIALS SHALL BE PAINT GRADE POPLAR OR EQUAL 45/811�1/4a 3 1/2" ;1/4"' X 5/8" v 3/4" X 1" 1/4" 4" m 3 318" X 5/8" -11 0 1'Otl 3" 7 11011 Lu 0 LL- Z C� w C) d OL (1C reritso 21 DEC III Co OF FIFTE 4" P.Y.C. WITH UNDERGROUND SERVICE FROM F.PA L, N,7,8. i 2 " P.V.C. TO 200 AMP. PANEL (3) 3/0 d (1) #b GROUND 0 DISC, AUTOMATIC METER SWITCH TRANSFER MAIN PANEL SWITCH U.F.E.R. GROUNDING AS REG, BY N.E.C. TO ON STEEL MAIN PANEL 150 AMI SUB - PANEL 2" P.V.C, TO 150 AMP. PANELS WITH (3)1/0 d (1) 06 GROUND 2 P.V.C. TO TRANSFER SWITCH 0) 3/0 t (U 06 GROUND 2" P.Y.C. TO FUTURE GENERATOR (3) 2/0 d (1) 06 GROUND EMERGENCY 36 KW GENERATOR WITH 150 AMP, BREAKER FLOOR P d CAT 5/ W/ DESK PROVIDE ALL POWER FOR POOL d SPA EQUIPMENT _ PROVIDE CONCEALED (IN WALL) POWER FOR HEATED TOWEL BAt di�t u+AIRD WIRED) a I r i / ES r � r VP\ 11 I A/C COMP 1\ > PR VIDE POWER FOR ELECTRIC MIR. OR/ VERIFY HEIGHT d LOCATION #I \ W/ OWNER � I 42 CFI 42 GF ' TANKLkSS C --- -- - - - GAS WATER — - HEATER - ----- - - - - - -- -- - i, ----� �s Bw rcH _-'�-- r ' r E5 ES I , r ---71 I � \ r ✓� \ � rr I I �� I I i 6 ECI /`� rr I ES 60 CFI U E A TIC � C ��CfcS^� 1ATION RIIN Lit- i I r r r r IWPL IWPL IWPL i i;\ / p ES rr r Irr r r Ulu\ / CM Lrr- \ 8� 3 60 3 - - 3 O W C5 60 IWP _ _ _ WP GROUND WPL r r r I LIGHT r WP/ GFI r I 5,ol, r r I PRO i rI WIP I ELEC TO DRIVEWAY t FRONT G,- \ / r -FLOOR 1 I HURT YARD LANDSCAPE LIGHTS r SPECIAL \ RELOW 1 I F XTURE �07 BELOW r { dly I I I i r \ 3 WP/ G WP/ GFI r r 44/ I F r 3 I 3 I 1 Y NS GF/r I t r WPJi --- -------�d4R ��2/ ! DB SINK1- r C3FI I r W/ $P ------{ \ I - I SPECIA I - - - _ - _ _ - _ I - 9 TO REAR YARD �---- �.-------ri I I FIXTURE \ ` - r i I _ I LANDSCAPE LIGHTS ` r I TO POOL LIGHTS 1 I rI- - - - - - - - - - - - - - i-32/ I- - _ - i4r l W GP ROU r{ ----------- ' Y GFf �__ ��, --- ---�--------T \ DISPOSER I I , I - SUSI°END CART CHARGER' , - - - - - - - FRO FEILING W/ RECEPt. I r . o . WP/ GF! IP WP W I r - -I I -� - r I I { N� �� / I ,r TODHD.OPENER# _ __ 2 _�-� t \ 0J-4.D.4PENER 03 Ir I TO OND.OPENER # ( I — -.,. Fq\ \ I TO O.H.D. OPENER # IL - - - - - - - 1 I - - r TO O.H.D. OPENER #I I \ I I _ i I ; 4V rr r I I I / - - - -- - - - - ----I ---I I I r GFI 4 O.HD, OPENER 02 O.HD.OPENER #I I 3 I i r 3 ------ -�- -- \ 42 e I - - - - - - - ir ,---- - - - -- I \ �] ® 1 e I wP I I INE I D.HD.OPENER #4�1® i-1 ------------------- - ---I-I-rCI�OL ----I I I I PROVIDE ELECTRICAL 6i i , Ai lJ4 IN - - CART SAY CEILING FORT BLppemv OART'' RGER/ IATTI� ABOVE I I I I(2)I _ > _ t _ — _ _ _ _ I I { POWER TO SUSPENDED qAR7 OM CEILING R Y. _ ~ = — — -- - - , --I-- , 1 > — — CHARGER GAS BQ V REF (h0 $2f FI WAIRIESINK I 42/ 4 i CiFT- i 42/ e I GFI I ! � I T IGHTS I 200 AMP YE I � -PANEL /_ __g2___ 42/_ I _____-----_�2L_ e GFI- GFI GFI GFII - � WP/ METER WP/ IRRR�GOTiON W/ GFI GFI TIM �t- _ _ _ _ _ _ _ _ _ _ PROVIDE EMERGENCY_ _ GENERATOR TRANSFER EMERGENCY SWITCH /G COMP 04 A C COMP #3 A GENERATOR LIGHT EAPAU �DIa4F Mr PUR E�TI}!FI ;UN i SPECIAL I I DW �� I CO OPE IX'I'LIRE �O EE I LIGHTS BEHIND 1 I Y Ehl 32/ � 132/ / I CROWN M DiNG I { � GFI GFI I _ r IRE : \� GFI r �I I 43 � II DW 1 _IGR I g GFI R \ ' Q70 UNDE — --- GFI GFI �}T MyS, I RAWER F�R WALL CA L APTOP R 3 � — IN KITGH li` _ — — i R I I - - - - - - - - - - - - - Fll I WINE ; _ \ CHILLER I _ �5 ® �9 TO CABINET d GLASS I 1 _ rl SHELF LIGHTING Q� I - � _ _ _ _ FLOOR REGJ m TS t H I - - - - VERIFY LOCATION J I ABOVE 4 �I IC � �O� �J- - - - - - - - - - I 0 LfG TS d C5 I M GH. 1 VERIFY LOCATION S ITCH ABOVE i42 GFI I Q� I I I 142 GFI PROVIDE POWER FOR LIGHTED COUNTER'4-5ACKSPL-ASi7'ffi-SAR Y E SCREENING I TANKL£5S GAS � / .~` q l ; WATER HEATER ROUND _ PROVIDE RECEPTACLE- e d CAT 5 WIRE TO BELOW I STAIR (ALL WIRING FOR MEDIAALARM SYSTEM C SHALL F A I I SHALL BE BELOW STAIR) G5 c I c I •� \- - - - - -- -- ; 2 GFI \ { I E6 { I I r i I I I ES ES I 0 L--------------------- - - - - - - LE(�END 0- DUPLEX RECEPTACLE '�' DUPLEX RECEPTACLE TOP HALF SWITCH (�):44" DUPLEX RECEPTACLE M7D. ABOVE CABINET tea'• DUPLEX RECEPTACLE WEATHER PROOF d G.FJ. �oF�• DUPLEX RECEPTACLE GROUND FAULT INTERRUPT � 220 VOLT RECEPTACLE WALL MOUNTED LIGHT FIXTURE �.. CEILING MOUNTED LIGHT FIXTURE -�• MINI CAN LIGHT w/ WHITE LED BULB MINI CAN LIGHT wJ WHITE LED BULB/DIRECTIONAL © FLUORESCENT LIGHT FIXTURE Q BATH ROOM HEATER � SINGLE POLE SWITCH e�3 THREE WAY SWITCH ale RHEOSTAT SWITCH ♦ TELEPHONE JACK TELEVISION OUTLET ELECTRIC MOTOR ® SPEAKER F© DOOR BELL -�- GRIMES CEILING FAN SMOKE DETECTOR ffi STAIR LIGHT o- PUSH BUTTON E3 ELECTRICAL METER zr ELECTRICAL PANEL © COMPUTER LOCATION CM CARBON MONOXIDE DETECTOR �-► DIRECTIONAL PICTURE LIGHT CS CAT 5 WIRE ES POWER FOR ELECTRIC WADE WEATHERPROOF GROUND LIGHT ® UNDER CABINET OR UNDER SHELF LIGHT IN WALL PICTURE LIGHT IWPL NQIE PROVIDE POWER FOR ELECTRONICALLY CONTROLLED HURRICANE SHUTTERS t SCREENING Pile cl w SEE FOUNDATION PLAN FOR FLOOR RECEPTACLE LOCATIONS ■ PROVIDE ARC -FAULT MTERRUPTOR PROTECTION d TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE ■ PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL BEDROOM CEILING FANS t SMOKE DETECTORS ■ PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS rPRDYIDE HARD WIRED SMOKE DETECTOR Q ALL BEDROOMS ■ PROVIDE CAT 5 WIRING TO ALL TV, PHONE, COMPUTER d PRINTER LOCATIONS w VERIFY ANY t ALL ADDITIONAL SPECIALTY WIRING W/ OWNER ■ ALL LIGHT FIXTURES SHALL BE LED. w ALL RECESSED CAN LIGHTS SHALL BE 4" DIAMETER ■ VERIFY ART LIGHT SWITCHING W1 OWNER ■ RECEPTACLES SHALL BE MOUNTED HORIZONTALLY IN THE BASE BOARD TRIM ■ VERIFY SOUND SYSTEM W! OWNER ■ VERIFY SECURITY SYSTEM W/ OWNER ELECTRICAL wm3l 0 ee SCE tr�- Q rin- tl-�g 4 p S oe ®BBIBB®892 1'1i50 21 DEC 11 OF FIFTEEN LEGEND 0: I I I I I I I I I I I I I I I I I i — I -- I I------------------------ -- - - -- - ISC. SW, Ir-- II __Ir-- III---- F T T -r — — I I TO FIRST I I F400R S TCHI I I I I I I -- - - -- IRST' 4AWER 4 i I I I l I I i I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — —I I I I I i I I I I i I f WALL MOUNTED READJK6 CWATS� _ — — —/71 t _ AT BOTTOM d TOP SUNK LEVELS— W/ SWITCH 0 EACH, LEVEL I I I I I s mwTv"mr3wo-a row, re EpRollwo- 4d :4 A-L \ +i ELECTRICAL DUPLEX RECEPTACLE & DUPLEX RECEPTACLE TOP HALF SWITCH 0-44' DUPLEX RECEPTACLE MTD. ABOVE CABINET CVP• DUPLEX RECEPTACLE WEATHER PROOF < GFJ, &GPa• DUPLEX RECEPTACLE GROUND FAULT INTERRUPT � 220 VOLT RECEPTACLE WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE YPc CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD -�' CEILING MOUNTED LIGHT FIXTURE RECESSED CEILING MOUNTED LIGHT FIXTURE RECESSED ! DIRECTIONAL � FLUORESCENT LIGHT FIXTURE SOFFIT MOUNTED FLOOD LIGHT ® FAN -LIGHT COMBINATION -SWITCHED SEPARATE NQ BATH ROOM HEATER vt SINGLE POLE SWITCH THREE WAY SWITCH RHEOSTAT SWITCH TELEPHONE JACK HRf TELEVISION OUTLET ELECTRIC MOTOR SPEAKER � VACUUM OUTLET � DOOR BELL -�- CHIMES CEILING FAN O SMOKE DETECTOR >ffi STAIR LIGHT o-- BurraN ES ELECTRICAL METER ilct ELECTRICAL PANEL Q COMPUTER LOCATION GM CARBON MONOXIDE DETECTOR G5 CAT 5 WIRE ES POWER FOR ELECTRIC SHADE � RECESSED MINI CAN LIGHT (ALL RECESSED GALA LIGHTS ON THIS PROJECT SHALL BE MINI GALAS W/ WHITE LED BULBS) Q: IN WALL PICTURE LIGHT IWPL LOAD CALCULATION5 4500 5000 1000 3000 2000 5000 10000 26686 36606 11136 5568 4000 42516 GENERAL LIGHTING T 4 2 2 SQ, FT AT 3 WATTS/FT 2 2 2 6 6 REFRIGERATOR (T 9 I$00) 12600 3 SMALL APPL. GKTS 4d I500 EA IYy ! CO' D • PROVIDE ARC -FAULT INTERRUPTOR PROTECTION d cf)$j3, TAMPER -RESISTANT RECEPTACLES THROUGHOUT tHE STRUCTURE ■ PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL BEDROOM CEILING FANS 4 SMOKE DETECTORS • PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS • PROVIDE HARD WIRED SMOKE DETECTOR B ALL BEDROOMS ■ PROVIDE CAT 5 WIRING TO ALL TV, PHONE, COMPUTER d PRINTER LOCATIONS • VERIFY ANY 4 ALL ADDITIONAL SPECIALTY WIRING W/ OWNER 0 �YB� 11150 2 'I DEC 11 1 3 OF 1 \ I I ' I / \ / " - `- HETAL DUCT A/ 01 T% SOFFIT GRILL 46 O B, ° Z5 CO D \ \ CfyM p 200 CFM ! 12" ROUND PERFORATED PLASTIC_ ` METAL DUCT r \ \ \ \ 4" / r - PIPE W/ WASHED GRAVEL FOR DRYW LL ` TO SOFFIT GRILL (FOR AHU IN 2ND FLOOR ATTIC) \ D - 8" 1' 25 GFM ' 1 3/4" P.VG. CONDENSATE TO 12" ' AROUND X 24" DEEP PERFORATO -pU4STIG-PIPE W/ WASHED GRAVEL , - - 1_-DRYWELL - - - -- / \ 14CT - CFM b" / 300 ' C fl 1 GFM//' I// r/ I I 250 CFM " \ X I / r 4 \ \y -�- 8 A,H.U. 0 1 FOUR TON / g,Sb W HEAT 15 CFM RETURN 1 _ _ _ 450 CFM RETU 12" /' STRIP. AH.U. SET ON PLY OD INISUITATED / \ / PLE UM W/ R/A GRILL LTER ' ,N 1 \ 1 �� _ / " / TE_D BAG T ARU- - \ I - - - - - - a I DUCTED BACK TO AHU , b� L DUG _ %� � 1 / 90 Qmm CFM \ / 12" _____ / I / 4 - - - - - - - - - - - - - / ' \ ` \ 40 ■ RETURN DUCTED ——J-- - - - - -- -� -- -- _-- BACK TO AHU r I \ 200 ` 200 I 1 CFM ` CFM /' I I 180- -� CFM / r v1 210 / C.FM E UST HOOD o i — I /T 8„ 1 r I \ I 1 I � RETURN DUGTEq BACK TO AHU 1 \ / ISO ---------------- I 1 - - - - - - - - - - - " ` \ ,' A" f CFM 1 ,--——————————————— — — — — —— ------�-- > - \ h 13001 1 CFM 1300 CIFM R£TURk DUCTED \ BACK hO AHU \ I � r \300® „ 12" ROUND PIPE W/ W DRYWELL - CF _ 4" 220 CFM I I I F= - - - - - - - - - h!--rll f --- ---- - --- -- -- - -I- - - - - - - - - - - - - - - - - - - - - -I / 1 1 r I J / I 1 1 I I I I I I - - - - - - - - - - - - - - - - - - - - 1 ---1 I I I I --------IOFM ! I %0 I A.H.U. 04 THREE TON W/ 4Ab KW HEAT _ I_ i{' CFM I - - - ( g„ STRIP, A.H.U. SET ON PLYWOOD INSULATED r PLENUM W/ R/A GRILL 4 FILTER (IN ATTIC ABOVE) I I ------------------ - - - - -- -err r - - - A�11602 I I 1 STRIP,A j-------------------1-------------------- PLENUM RILL 4 FILT " 3/4" P,Y.C. CONDENSATE TO 12" C = =1 I g r - - - - - - - - - ' - - - - - - - 1 / ROUND X 24" DEEP PERFORATED PLASTIC PIPE W/ WASHED GRAVEL „ / D 3/4 P.Y.G. CO ND SA I I I I EXHAUST FAN _ _ _ _ _/ DRYWELL _ _ ROUND X 24„ DE PP�RA T D TO PENT A/V - - - - - - - - - - - - -I )RATED PLASTIC PLASTIC PIPE Wl L i A GRAVEL F00 g DRYWELL i EQUIPMENT i I CF GFM S" > III 15,54. EXHAUST HOOD I 100 215 ,' 10 4„ III -- - -- \ / CFM CFM {/ o _ - o- - - - - -- \ I o--------- - - - ----------- --- 12"ROUNDPERFORATEDPLASTIC p 4 I e / PIPE W/ WASHED GRAVEL FORI M I - i-- - - - - -- -- 4_ Z.- - - - - - - - - - - - - - - - - - - - - - - - - - GO A%C' Mf , 3 -�R f 36 TU, 30d U. 4 B. METALDU�T ' O ® \ - - - _ _ _ .._ _ _ METAL DUCT METAL DUG \ I COOLING COOLING COOLING TO SOFFIT GRILL p 5 \ I _ DUCTED BACK TO A+ ` r TO SOFFIT GRILL - -TO SOFFIT GR ! 10 = D CF 1 all 1 I I 200 I I I I 12" ROUND PERFORATED PLASTIC \ 1 PIPE W/ WASHED GRAVEL FOR DRYWELL _ _ _ _ 1 (FOR AHU IN FL 2N0 OOR ATTIC) A / G LEGEND SUPPLY LINEAR CEILING GRILL I -WAY W1 O,B, DAMPER SUPPLY CEILING GRILL ® I - WAY W10,B. DAMPER SUPPLY CEILING GRILL —MM 2 - WAY W/ O.B. DAMPER 1 SUPPLY CEILING GRILL 3 - WAY W1 O,B. DAMPER f SUPPLY CEILING GRILL j 4 - WAY W1 O.B. DAMPER ® IN LINE BATHROOM EXHAUST FAN ® BATHROOM EXHAUST FAN W/ METAL DUCT TO SOFFIT GRILL ry TSTAT 0 . 62" A FF. FLEX DUCT STRAP Q 4'-0" O/C R-6 INSULATED RIGID DUCT, I I/2" FIBERGLASS INSULATED, R-6 SET ON 1/2" C.D.X, PLYWOOD RETURN AIR CEILING GRILL LINEAR RETURN AIR CEILING GRILL N, V, 4, G, NOTE5 I. VERIFY ALL CALCULATIONS W1 LICENSED AIR COND. CONTRACTOR BEFORE PROCEEDING W1 WORK 2, THE CONTRACTOR SHALL FURNISH ALL REQUIRED INSURANCE 4 LABOR, MATERIALS 4 EQUIPMENT SHOWN OR INDICATED FOR COMPLETE H,VAG.SYSTEM IN ACCORDANCE W/ THESE DRAWINGS, LOCAL CODES STANDARD MECHANICAL CODE 4 NFPA. LATEST EDITIONS 3, WORK SHALL BE COORDINATED W1 OTHER TRADES TO PREVENT CONFLICTING CONDITIONS 4, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS 4 INSPECTIONS FROM GOVERNING AGENCIES 4 FURNISH A WRITTEN GUARANTEE THAT ALL WORK SHALL BE FREE FROM DEFECTS IN MATERIALS 4 WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF EQUIPMENT START UP 4 FINAL ACCEPTANCE, MANUFACTURER'S INSTRUCTIONS 4 GUARANTEES SHALL BE GIVEN TO THE OWNER 5, CONTRACTOR SHALL PROVIDE MATCHED SYSTEM COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL FOR OPERATION AT THE SPECIFIED ELECTRICAL REQUIREMENTS. AIR FILTERS SHALL BE INSTALLED ON ALL RETURN AIR EQUIPMENT INLETS. RETURN AIR GRILLS SHALL BE DUCTED BACK TO AIR HANDLING UNIT, b. SUPPLY DUCTWORK SHALL BE 1 1/2" FIBERGLASS R - b INSULATED DUCTBOARD OR FLEX DUCT R - 6 INSULATED AS SHOWN ON DRAWINGS, FLEX DUCT SHALL BE FULLY EXTENDED 4 OPEN 1, ALL DUCTWORK JOINTS 4 SEAMS SHALL BE SEALED 4 TAPED. FOLLOW MANUFACTURER'S PROCEDURES FOR ALL SUCH WORK. 8, A/C UNIT SHALL HAVE A SEER RATING OF 16,0 OR BETTER AND SHALL HAVE HEAT PUMP 5, PROVIDE BALANCED RETURN AIR FOR PRESSURE DIFFERENTIAL PER SECTION 601A OF THE FLORIDA MECHANICAL CODE 10. PROVIDE STEM PIPE 0 CONDENSATE DRAIN LINE TO ADD BLEACH TO PREVENT MOLD BUILDUP kn ®tNI81®®! SUPPLY LINEAR CEILING GRILL I - WAY W/ O.B. DAMPER ROPE HOOKS NAILED TO TOP CORD OF TRUSSES W/ 06 NAIL AIR HANDLER UNIT ATTIC TRUSS — EMERGENCY PAN — STRAPPED TO UNIT MINIMUM ACCESS AREA 6 FRONT UNIT 36" H. X 30" WX LENGTH OF UNIT 3/4" PVC TO DRYWELL 4 3/4" PVC EMERGENCY DRAIN TO ABOVE WINDOW OR DOOR SUPPLY CEILING GRILL I - WAY W/ O.B. DAMPER SUPPLY CEILING GRILL 2 - WAY W/ O.B. DAMPER SUPPLY CEILING GRILL 3 - WAY W/ O.B. DAMPER SUPPLY CEILING GRILL 4 - WAY W/ OB. DAMPER IN LINE BATHROOM EXHAUST FAN BATHROOM EXHAUST FAN W/ METAL DUCT TO SOFFIT GRILL 'T' STAT fit + 62" AFf, FLEX DUCT STRAP 9 4'O" O/C R-6 INSULATED RIGID DUCT, I I/2" FIBERGLASS INSULATED, R-6 SET ON W CD.X, PLYWOOD RETURN AIR CEILING GRILL LINEAR RETURN AIR CEILING GRILL I. VERIFY ALL CALCULATIONS W/ LICENSED AIR COND, CONTRACTOR BEFORE PROCEEDING W/ WORK THE CONTRACTOR SHALL FURNISH ALL REQUIRED INSURANCE 4 LABOR, MATERIALS 4 EQUIPMENT SHOWN OR INDICATED FOR COMPLETE H,VA.C.SYSTEM 1N ACCORDANCE WI THESE DRAWINGS, LOCAL CODES STANDARD MECHANICAL CODE 4 N.F,PA, LATEST EDITIONS 3. WORK SHALL BE COORDINATED W/ OTHER TRADES TO PREVENT CONFLICTING CONDITIONS 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS 4 INSPECTIONS FROM GOVERNING AGENCIES 4 FURNISH A WRITTEN GUARANTEE THAT ALL WORK SHALL BE FREE FROM DEFECTS IN MATERIALS 4 WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF EQUIPMENT START UP 4 FINAL ACCEPTANCE, MANUFACTURER'S INSTRUCTIONS 4 GUARANTEES SHALL BE GIVEN TO THE OWNER 5. CONTRACTOR SHALL PROVIDE MATCHED SYSTEM COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL FOR OPERATION AT THE SPECIFIED ELECTRICAL REQUIREMENTS, AIR FILTERS SHALL BE INSTALLED ON ALL RETURN AIR EQUIPMENT INLETS. RETURN AIR GRILLS SHALL BE DUCTED BACK TO AIR HANDLING UNIT. 6. SUPPLY DUCTWORK SHALL BE I I/Y FIBERGLASS R - 6 INSULATED DUCTBOARD OR FLEX DUCT R - 6 INSULATED AS SHOWN ON DRAWINGS. FLEX DUCT SHALL BE FULLY EXTENDED 4 OPEN 1. ALL DUCTWORK JOINTS 4 SEAMS SHALL BE SEALED 4 TAPED, FOLLOW MANUFACTURERS PROCEDURES FOR ALL SUCH WORK. S. A/C UNIT SHALL HAVE A SEER RATING OF 16.0 OR BETTER AND SHALL HAVE HEAT PUMP S. PROVIDE BALANCED RETURN AIR FOR PRESSURE DIFFERENTIAL PER SECTION 6OIA OF THE FLORIDA MECHANICAL CODE 10, PROVIDE STEM PIPE 6 CONDENSATE DRAIN LINE TO ADD BLEACH TO PREVENT MOLD BUILDUP z V '1__L Lu 0 Q 0 oor�oio® 11150 21 DEC 1 05 FIME RNA 094