Loading...
HomeMy WebLinkAboutBuilding PlansPROPOSED PROPOSED ftAE4O " FLOOD" ZONE FLOOD ZONE N 89 DEG 59' 38 E 138' m _ - w wrrrr" r wig r rwrrr r �r� w,�r". r rr�r� r rrrriw r raw" w r r '.r / + INDICATES SILT -FENCE SEE DETAIL THIS SHEET a 3 5' TCOa11pN AREA — s 3 5' I PRESERYAi1pN — — — — — — — — — — — — — — — — — - — — — — — — — 4 ' ARE EASEMENT BACK STAIR 1 6'-6" NA.VD, n ' EQUIPMENT LEVEL 6'-2" NA.VD. PROPOSED APPROX. CA -ROCK %� / ` Mi1,W1" ` RETAINING WALL AGK I N D f A N R I X E R � � � 3 S,$" ACTUAL I EOM PREgERVAt ; AREA EASEMENT POOL DEgK 62" '-NA.v . KITCHEN LEVEL i LANAI LEVEL 16'.6" NA.VD. POOL UNDER 16'-2" NAND. 1 SEPARATE PAVER WALK -WAY y PERMIT f SEE LANDSCAPE PLAN 1 GARAGE LEVEL ! FOR LAYOUT iii STORAGE LEVEL 6'-2' NA.vD. 6'4" NA.VD. \ , PROVIDE OASY 1 FENCING POOL ` I , AGTuat SET""' , OM PRES�VAT�N _ gA EAbWVT PATIO LEVEL 6' 1" NAND. ENTRY YER STEPPING STONE WALKWAY q _ SEE LANDSCAPE PLAN 14 — FOR LAYOUT on ENTRYI LEVEL PA'yF7 31. nn,m.� \ WALK -WAY i EXISTING PROPOSED { WOOD SEAWALL ° AE 4 ' h ` \ FLOOD ZONE PROPOSED ♦ \ \ L FLOOD ZONE \ \ { { \ 66 I I \ \ a I { { I ( I I { ADJACENT RESIENGE 1,19 F.F"E. ( I 1/8" = 1'-o" { i PROFERTY DESCRIPTION { { LOT #4 LAS TORTUGAS AT HUTCHINSON ISLAND 5T, LUCIE COUNTY, FLORIDA 51TE INFORMATION TAKEN FROM A SURVEY PREPARED BY VELCON ENGINEERING 4 SURVEYING, INC. JOB # 18-21813 DATED 03 / IS / 2020 FLOOD ELEVATION " AE 4 it 4 it X 11 LOT SIZE:: 13,414 60, FT, TO THE MHWL LOT SIZE = 16,124 SQ, FT, TO THE PLATTED MHWL MUNICIPAL WATER SERVICE MUNICIPAL SEWER SERVICE FRONT SETBACK = 2 5' SIDE SETBACK:: 1 0' REAR SETBACK:: 15 MAXIMUM ROOF HEIGHT = 3 5' TO THE MEAN ROOF 6' MAX POST= 2" X 4"PT. OR 2 112" MIN. DIAMETER WOOD= FILTER FABRIC (IN STEEL 133 LBS, FT. MfWMt1M CONFORMANCE W1 i I SEC. 985 FDOT SPEC.) a:FIL cew%py PGIc $� \ ♦ \ DRAWING LEGEND (302 vj \ \ 01 SITE PLAN IV Ism # 2 FOUNDATION PLAN \ \ 03 FIRST FLOOR PLAN sl \ ♦ \ 04 SECOND FLOOR PLAN s ` ` # 5 THIRD FLOOR PLAN o '� s \ # 6 FRONT ELEVATION 4 DETAILS a sf \ ♦ \ # 1 LEFT 61DE ELEVATION 4 SECTIONS # S REAR 4 RIGHT SIDE ELEVATIONS # S WALL SECTIONS o ` v # 10 FIRST FLOOR TIE BEAM G=a .. \ ♦ m. \ 4 FLOOR FRAMING PLAN D° OilMR SECOND FLOOR TIE BEAM 4 FLOOR FRAMING PLAN \ \ # 12 THIRD FLOOR TIE BEAM ♦ 4 ROOF FRAMING PLAN \ ` \ # 13 INTERIOR DETAILS # 14 FIRST FLOOR ELECTRICAL PLAN f� \ ` ♦ \ # 15 SECOND FLOOR ELECTRICAL PLAN # 16 THIRD FLOOR ELECTRICAL PLAN p o # 11 FIRST FLOOR H,V.A.C" PLAN � # I & SECOND FLOOR H.V.A.C. PLAN �y # 19 THIRD FLOOR H.V.A C. PLAN l \\ \ ♦ \ RnilLLJ Q a \ QL FULL PAVER DRIVEWAY � SEE LANDSCAPE PLAN \ ` \ — — — — LLL FOR LAYOUT \ > \ l ♦ � 01 \ 89 ♦ LOT # 3 u \ c / VACANT LOT \ !BURIED 0�j. LP. GAS' TANK \ �0. 1 G� IRRIGATION LOT # 5 X0QUALITY / SANITARY SEWER OPTIONAL -J/ PRINCIPLE POST POSITION POST rA� (CANTED 20' TOWARD FLOW) POSITIONS Lu >i FILTER FABRIC SILT FLOW SECTION ♦ WATER 0 ♦METER i h P' R. 60A0' DELTA "31 DEG. 06' 32" .� L " 3806' ISLAND DUNES COVE 0 SANITARY SEWER MANHOLE bOc�000 ^ ,all sm ,� f 6 ®'"tm,aa��an,am�an V-4; i err ul 18150 2 4 M�O OF NINETEEN 42'8" 1 A/C COMPRESSORS SHALL BE ON A a RAISED P DISTA O E L c 3'4' _ 24 8 14'8 �O EMER6ENCY-GENERAIQR LF.GAS I i�F`OUR\ I Giii R, I ��� Q SHALL BEONA — _ ,1\ A/C 11 II�,A/C �, FOU ATION GENERAL NOTES kg A 'EMEia'GE Y 1 TON I 1 TON i o 1 ( RAISED PEDISTAL GENERA R _' E BOTTOM A ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE a $ �a� 121/ a _ _ r THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE � m E �.-- _ _- r I CONTINUOUS ROUND CORNERS OR BY BENDING BAR WITH MINIMUM Y — — — — — — — — — 30 LAP EA DIRECTION w' a 1- STA IRLIJELLo ELEVATOR , ALL FOOTER RS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE EQUIP ENT THE CONCRET 15 CAST AGAINST THE EARTH OR 1 1/2" WHERE THE CONCRETE IS RMED AND EXPOSED TO EITHER THE WEATHER OR EARTH I I I ( ® E B BB EQUIPMENT ALCOVE _ - - q \ ALL DOWEL BA SHALL HAVE A STANDARD 90 DEGREE HOOK AND D I' 8" FT-F. "' L = L O BE EMBEDDED INTO FOOTING, DOWEL BARS SHALL LAP VERTICAL ° { ( I O I I O 3000 PS!. CONCRETE) A II RECESS LABS - I O \ WA FORCI BARS A MINIMUM OF 30" — I „ „ m n 12 ``S ELE AtO0 - I 4 THICK CONC. SLAB W/ 6 X 6' 10/10 W.WF, I u A I PLEASE N TIFY TH OFFICE PRIOR TO PROCEEDING WITH ANY WORK 0 - I OR FIBER MESH OVER VAPOR BARRIER „ „ IF ANY DI REPA IES ARE FOUNp 10'4 4'0 4'9 j 4'O �] OVER CLEAN, COMPACTED, TERMITE _ El TREATED 501E (2500 P.SF. SOIL) 4" STEP ` m (� \ BLOCK OUT 1/2" AT LL EXTERIOR SWINGING DOORS rT _I (, DOWN l mIl j L I I POOL EQUIPMENT I _ _-_ _ _� I H05E 81B6 \ NOTCH SLAB V2" Ai 16 CsDS t O N D. SHALL BE ON A DEPRESS SLA AS R UIRED FOR SHOWERS, FLOOR FINISHES, ETC. ` P _ \ 9(? RAISED PED157AL 318„ 8" 21" 1111" O I = Ful- 10 O I - ,I I I a , = IL 0 = I 4" STEP - ° ® I„ X 6'8°STEP_ 3b XIaB„ \ — — I! O Cu r I I ( I y HOSE BIBS I I O I I CID I--- it I CO� LAP POOL W/a ' A H 8 1RM l z' X 4 3'"SLOPE I \ X ICONC, BLOCK WALL J �I LOPE ° ° u 6 2 X 4 R 2 X h STUD WALL i r slop D I 0 16 O/ (ST D GRADE LUMBER) o o 14,„ I I I I \ ' 0 238 INOPAVERS INTERIOR BE A ING WALL 2" X 4° THREE CAR GARAGE I rHl Ea \ O 2" X �' I" = \ , 00 DECK CO EIS` TE RACE STORAGE „ = R f} O/C (STRUCTURAL �r t T 8" FF.E. I T�$" F.E, 8'-O" FFP, I I Y 8 FFE, o I \ I I I I � a - GRADE LU BE ) u ° (3000 PS.LCONCRETE) "n N I 4" THICK CONC. SLAB W/ 6" X 6" 10110 WW)F, I <° \ POURED C NC, LOCK CELL W1 c� \ 1 4'0" OR FIBER MESH OVER VAPOR BARRIER I ;r Raq m \ ° OVER CLEAN, COMPACTED, TERMITE I Q „ TREATED SOIL (25o6 i•i$OIL) i 5 BAR D WEL D TO FOOTING °'I II �aWNR O I 14 STEP J I \ 4 LOOKED T BE M W/ CLEAN ��' - --- DOWN I \ OUT,0 BOTT M a, ` I I g N O f� OOP K CONC, SLAB W/ 6" X 6° 10 10 W.WF. OL f OR FIBER MESH OVER VAPOR BA BIER I „ „ DECK -DRAIN ( I OVER CLEAN, COMPACTED, E L I I .. S X IiO COLD N B OCK POURED TREATED SOIL (2500 PSF. SOIL) lO I O ( WIDEN MNOFTG SOLID W/ 2 # 5 ARA DOWELED TO II M1 1 i I I I SLOPE I d 5 H. . RELIEF FOOTING # HO KED TO BEAM W/ SLOPE CLEAN OUT �oJ B TTOtl ' � _ 45 DEG, CORNE COL MN BLOCK POURED 50LID W 2 # BARS �----= — f r , = r TO FOO I N NO K TO DOWELED G O ED I E I L c i I ' ,BEAM W/ CLEAN O T OTTOM _ l SLOP 4. 2,2„ 2'2„ O 4 STEP 2 2' 6'0 lib 1 O I HOSE BIBB DOWN E W R R c L I I ,, D 50 68" 30' c POURED CORNER C LU W/ 4 5 MOD L i ` b ❑ I'20 _ DOWNP 15,8 I 4` 2 TIES Qe 12" O/C N I �' _ ,. COVERED TERRACE I „ „ I `, X N I N + 3o X 68 _ — F, 6 \ 16 CONC, BLOC PE ESTAL W/ 11 -OwtDOWN I FOYER — — — — — — Q Ih° OUND CONC, BLO K C LUMN 14, iii 1 (3000PS,LCONCRETE) I 4" THICK CONC, SLAB W/ 6" X 6" to/ I WJll I d 8 O FFE. ❑ PORED SOLID W/ 6 # 5 # 3 IES e 24 OR FIBER MESH OVER VAPOR BAR IER = - -j (3000 PS,I, CONCRETE) I , 1 = „ ", OVER4 THICK GONG, SLAB W 6 X 6 10/10 W.W.F. GLEAN COMPACTED TERMITE , I ° OR FIBER MESH OVER VAPOR BARRIER v I A TREATED SOIL (2500 PSF, SOIL). � O ' _` OVER CLEAN, COMPACTED, TERMITE m mro o I TREATED SOIL(2500PS.F,SOIU I HDSEBBB INTER R COLUMN PRE^F B W OD FLUTE O I \ SECTION SYMBOL 4 DIREC ION 2,6„ 5131, " 4 STEP \ D WN \ F-1 ❑ 10 ENTRY PO CN \ _ 3,0" 8,8„ T'_g" FFP. l STEPP N STON F AVERS Fol 99 FOB / \1 2' 1 2-0" 14'0' 6 4" 14'8" 250" PAV ER I _._ ER DR YE-WAT ♦ - I PAYER WALK -WAY /2" DRYWALL ON I" X 2"PT, A. \ FURRING ON CONC. BLK. \ 39'8" 1 1 r� IEV C CO F CIE OC� CONC. CURB 3 1/2" WIG ♦ \ X lo" WIDE 1" X 4" WOOD BASE ` \ \ � /'► 4" THK. CONC. SLAB W/ 6X6 J✓ \ �I AO W.WF, OR FIBER MESH \ = / I FINISH GRADE ` --- � I FLANTHICKENED SLAB EDGE 24' WIDE X 14" DEEP W/ 3- # 5 BARSGON'T, I \ ♦ I \ ' FOOTING\SCNEDULE MARK SIZE \STEEL REMARKS' ® 14" LU, X 14" D, 3 #`5 BARS MONO, ® 16" W. X 14" D, 2 # 5\BARS MONO, O 24" W. X 14" D, 3 # 5 ARS MONO, URCURS © 16" W. X 14" D, 3 # 5 B RS Ou MONO. STJ OE 36" SQ, X 14" D, #,r5 BARS 8 EA. WAY COLUMN FTG. O S11W.X81#D, 1#55AR EMERGENCY GENERATOR SHALL BE ON A 42'8° RAISED PEDISTAL A/C COMPRESSORS SHALL BE ON A RAISED PEDISTAL CAP ROCK STEPS TO BEACH PROPOSED UP -LAND CAP ROCK RETAINING WALL LOCATED 0 PRESERVATION AREA EASEMENT 600 DEPTH I LAP POOL MR UNDER SEPARATE P O SP IN O POOL 30" DEPTH 1 a 1 I r.. STAIR DATA UP; 11 RISERS 0 1. 0 5" 16 TREADS 9 11" W/ I" T SEE DETAIL SHEET • 10 4" 1.1. 4-0- UP x� 6 4" S 12`O" L N j STAIR DATA UP; 11 RISERS 0 1. 0 5" 16 TREADS 9 11" W/ I" T SEE DETAIL SHEET • 10 4" 1.1. 4-0- UP x� 6 4" S 12`O" L N j S ;LEMPE.G ATOR FCYA/G COMP — GENE 4 TROWEL FINISH 6'-2" NA.V,D, 0 N L-- - -- - POOL EQUIPMENT t ELECTRIC POOL HEATER SHALL BE ON A - RAISED PEDISTAL N -jr 14 GAS WA HEATER W1 REC C, PUMP CQ1 EKED TERRACE N STORAGE go PAVEFLOORiNG EPDXY FLOOR FINISH -O`-4" FE 6'-6" NA.VD. 8'-0" CLG. HT, O 1/4" F 1'-0" AWNING 26" 26" 26" FI ED FIX s 10'4" i STAIR DA A UP:/i ' r �i F'" Y v ELEV FOR / m O EQUIPUP ENT 11 RISERS 10 5 16 TREAD!6 11" 1" ff GS SEE 3H • 1 H? ELEV Tt?rR n/ �- PLYWOOD NAILINGDETA L f'ao 4'0" PAVER LEDGE FINISH �SRADE 51- GONG, SLAB WI 6 X6 `` 10/10 W.W.F, t FIBER MESH C _ 5ECTION lo) DRIVEW A"t [� 200 AMP, C� PANE 2'2 O EGRESS 3'8" " 11,21, FR H zDOo STAI - 0 , I-s UE6 # TWO it ITHR'D THR D - 1 _ - --- - - - I 03 NOTE: ` SEE ELEVATOR HOIST WALL 1 ; DETAIL ON SWl ET • 1 li 1 5 I _.i gig1 238 '' _ THREE CAR GARAGE _ 1 - - - - - - - -:_- ..': N TH PAVE S ARE S I c� EPDXY FLOOR FINISH O43 i 1 = b'-2" NA V D, 8'-4" CLG, HT. 17 I- - - - - - I - m m P X 4" CURB 71 O � % N _ � r FLOA NG V, 4'0n b`8" 4'0" EXTERIOR IR 14'8" SHOWER 5'd" W/ HOT < c LD WATER s GA ANC "TERR AWNING 1} COVE q PAVER FLO ING -O'-4" FF.E, FFE W-4" CLG, W Fil 30" 63° �-- I ❑ � FEX it \ \ FPPIN STON AvERS 2'0" ♦ 14`8" 23'8" j 3'O"Xb'8" 1 CLOSED RIS STAIRCASE UP TO LAND - 1- 9 k, O 1 oLL .. , fL O _ I 1 LEGEND 73 PROVIDE 8"C.M.U. Lij RELIER R O .S I PROPOSED 2" 4" FRAME WALL 1 U I rm"mwmmwl PROPOSED 2" X 6" FRAME WALL w I 519..- - - - - - _ I PROPOSED 2" X 8" FRAM£ WALL ii \ .I - PROPOSED 8" C.M1L WALL i m # N STAIR DA A UP: 'v I 1 RISERS 6 1A V i, W 16 TREAD 6 1 1" at !" NO NNGS OPEN RISER FOYER EOM ' FIRST FLOOR ONLY 1 LANDING ALL INTERIOR DOORS SHALL BE 6'-8" WT, TWREE PANEL W 6'-6" NA.VD. TO SEC,FLR. SOLID CORE PAINT GRADE W/ CASING ` ul S'-O" CLG, WT, , o } 2 30 X68" OL TWR A1,.L WINDOWS THIS LEVEL SHALL HAVE BRONZE rR*MEDRS RGLA W S P S INTERIOR i EXTERIOR FRAMES W! 5111 TRIM ONL7 �/ Lu E F i OL 8'8" ' 13'4" , \ fl ENTRY PORCH o PAVER FLOORING i 6'-2 FF.E, O tt i REVIEWED FO 1oa" 2,0„ CODE COMP'LIA F u`o" 6'4" 1 ST. LUCIE C UN BOCta 25'0" , , 2 9 APR 20 \ SEE LANDSCAPE PLAN FOR DRIVE t 1 PAVER MATERIAL t LAYOUT WALK -WAY 1 FILE COP 15150 24 MAR 20 44N OF NINETEEN \ 0000 O�0 b<'CR) \ i I _ I O SAP POOL 12'X43' .9 p m !4 S P I I IN10 111 POOL STAIR DATA DOWN: I T RISERS 9 10 5" I 6 TREADS ® 11' W/ 1" FFE. in ivZ 4" 2'4" IT'S" FI 36" 88° 60" FLAT SCRN N ' h'O° STONE ON CONCRETE BD. ON BACK WALL OF TWE N NICHE SEE DETAIL SWEET 01 3 C_ LIVING RM. 12' CLG. WT. 45-4" CS 'T 36" 88" ` R"u� OPEN RISER - EE T� STAIR I UP DIN I♦�llDom, l t� ri � ��Y•3Y ��` „_' .`aia��1�! Ira►!!� a ' r I f • " �I�.FIAIM�•! I • i • "I I • �!uIll�illi � lili I � 6�'i�lil� �Illi� I, ills I!61 l j liil' � III ��II� fill. ll) il' i j:a � IjI III' I �. � d I I 'I��:�I • I • `DI 111E HT. METAL / O mDOOR' FRENCH DOOR -- i CSM'T HOME OFFICE I O' CLG. WT, i co in m O i DSO" 63° 30" 63 P BAWAMA SHUTTERS Ff ED 2'S" 9`O" 19'4" \ 1/4 FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA ` THIRD FLOOR LIVING AREA: \ TOTAL LIVING AREA \ ENTRY PORCH, BALCONY, LANAE�SIIN NING DECK i COVERED TERR GARAGE t STORAGE TOTAL AREA �1 SACI4LtTE `�V WINFy.., W! FRAMELESS GLASS DOOR 1 - 36" REF, GATHERING RM, 16'4" FF,E. 1 O' CLG, WTI 3'-6" X ISLANC 3 6" W1 CABINET LOOK DOORS EC }WIINE REF. 4 X. tNDI ISLAND I o RAh _.3 6" WT : Q NOG D/W 4'O" 3 - 3'6" 4'9" 23'S° KI CH N 1 O' FF.E. I O' LG. WT. '"G F�c OVBEN5 LQ o ENTRY HALL m_ 1f10" 1 O'-0" FFE. p I O' CLG. WT, FIXED AWAM iistst� �r•w 2'0" 't 1 STAIR DATA DOWN: I 1 RISERS 9 '1'0 5" 16 TREADS 9 1 1" W/ I" NOSING S STAIR DATk-UK'-J fSERS Q 1 10 19 TREADS 6! 1 1" W/ i NDSi�lGS i 2" X S" S S" CBS, FILLED 10 v'" O/ CELL W/ I - M5 BAR 2" x e 11 PROVIDE •10 X 5" TAPCON SOUTHE YELLOW SCREWS 9 I6" O/C INTO 4C9} PINE WA PLATE II BLOCK WALL GO II II II 2" x e" I p SOUTHE YELLO I II PROVIDE #10 X 5" TAPCON PLATE I SCREWS' I6" O1C INTO p CONCRETE SLAB 29 � Q I ® CONC. L%E I , 11 1 1101 r5 1 O - vI +J O IL WALL LEGENDS ' FOOD m of PANTRY FlkED . � PROPOSED] U ap 2"' X 4" FRAME WALL 111 11'5" 1 O' CLG. WT. cn � PROPOSE \ " " © DJ 2 X 6 FRAME WALL �7 PROPOSEb A X 8" INTERIOR FRAME WALL U ALL $14ELVES ------ -- --- `� { FUR ITUR ?< VANI _ IRRO 36" WT, METAL, PIPE RAILING PDR, AN j (, O E RISER 1, O' CLG. T F HANTOM SCREEN AWMNG WOSE FIBERGL TWR' z J BIDS FRENCH ff a �p A ONY ` , a1 13'4n NON-SKID TRAVERTI :. U .. 36" HT, ALUM. RAILING I 14'0" 6"4" 42�4" AA ® PROPOSED 2" )C S" EXTERIOR FRAME WALL i fl LL ® PROPOSED So 4.MJ1. WALL j 1 FIXED BAWAMA ` 1 4 SHUTTER a o 480 \ GROSS FIRST FLOOR AREA 1 9 8 4 GROSS SECOND FLOOR AREA 11344 GROSS THIRD FLOOR AREA 4 408 \ 1518 \ 1192 \ %�"1 1 18 SQ. FT. \ . STAIR DATA DOWN , > 11 RISERS 6 1A 5" ' U " 16 TREADS 61 N W! I NOSINGS Q U STAIR DATA UP: 2 O RISERS 6 It t 19 TREADS 61 I" W1 I" NOSINGS t IL Q v REVIEWED-,. FOR� CODE COMIP I AN ` ST. L,UCIF COUNT ALL INTERIOR DOORS SWALL BE S'-0" PT, THREE PANEL SOLID CORE PAINT GRADE W/ CASING 1 ®t g ALL WINDOWS T416 LEVEL SWALL WAVE BRONZE � 9 APR 2 O 2 S INTERIOR i EXTERIOR FRAMES W1 SILL TRIM ONLY 1 FILE COPY` 24 AM R 20 A/C CU51C FOOT VOLUME OF NINETEEN 2 9 1 8 $0, FT, 3 8 4 0 CU, FT, VOLUME / g 2 19 6 SQ. FT, 15 8 4 0 CU, FT. VOLUME �� ��61 ooao s 1 9 4 4 SQ, FT, 18 1 31 CU, FT, VOLUME MEN 1 mi,m,�m��II+d9 ' r W4%, "o 1 FA 42'8" 3'4" 2'0" 9'4" - --4,4"..._ 5,10" 51101, 12'0" _ ! PROVIDE SHAMPOO ; Flk D FI ED AWNING FIXED AW NG ?2NEIAF DISW 3030" 30 30" 3d " 30 6D' 63' 30 30 i CSM'T,; — - g DECK MO TED TUB FOOT RE T� OI R n ,° ELO Gd D m v TWO ON x 4'0' - - - - s FRA ,' STAIR DATA D WN- SW 2 0 RISERS 9 12, m 2'8"X8' CLOSUR 19 TREADS 9 11" W1 r NG _ INS v _ I Q - MIRRO 28 8,0 Ml ROR -3'O"X - " GA DD i t HA # THREE � r - ' OPENING x i I m m S EP a� XEd ' OWN SKIT all 9' 4" -1 O' 4" STEPPED TRAY FIVE SWEL, 2'8" X 8'0" R t S J v ] Y6a FLAT tRN 1V LI N CLOSET 7 GISM T X Nil= SEA OWNER'S. WALK -IN -CLOSET I a O ^ GSMr FIXED _ _ . = 6 8 WEAD o .WT. 8',t:tG 9'-4" GLG WT - 0 - 1 3 4" 14 4" 1 'C5M'T O - - R t S O ^ \\ f "� MiRR R t 5 1 Il'8" WEAD dx - 80" 30 40" _ v i I SM'T �' TH # TWO ;� W.I C. ° 1 2OL AMELES5GLASS ;1 #TWO m I HALL n SHOWER PANEL VALVE a " x a'o # TWO 2' 8`0° X I "FIXET� ; 5AWAMA I 1 118 PE 12_ ti as SHUTTER 2 � _ BEDROOM # TWO " o ® STANDING SEAM 9'-4" GLG. WT, METAL ROOF I n CSM'T STACK WASHER EGRESS p t DRY 14,8" 5y=" 2,6„ 4'0„ PROV E �w " DRYER 7WNR ENT FIXED In IM v i° an O W T U �" 631, _ LL EXTER OR L4 m 5EDROO 1 # THREEm m 9'4" GLG. HT. - M �8 XS'O 2-2'0 k8'O INEN CLO4EL 36" HTJ METAL PIPE RAILING m W.I,C R: MELESs G S AIR —WELL CSM'T Elm EGRESS- " J p OPEN TO # O N E r �ELbu1 ' Rt5 36 X 12" _ m '°FIXEO 1 5AWAMA FRAMELESS GLASS SHUTTER SHOWER PANEL 14'Ski" 9 _ _ , DN .. ROR�1i \ STAIR DATA DO N- 2 O RISERS 9 12" 19 TREADS 9 i !" 111" ND LA ILI\ ---fir 30" 63" 30" 30" 30 30• 30" 30" 5AWAMA SHUTTERS F1 ED , AWN NG INC& A 1NG i €F1 BAW.MA �► \ ; i \ ... SHUT , 4'4" 4' " " 6'0" 3'0" 1 � I 1 t t t WALL LEGENtb `` r �� PROPOS x> 2" X 4" FRAME WALL PROPO60p 2" X (7° FRAME WALL 1 1� PROPO" 2" X 8" FRAME WALL \ t L PROP06ft) �" C.M.U. WALL 1 t t 1 � r 1 i r l` � t ALL INTERIOR DOORS BWALLBE 9'-0" WT. THREE PANEL , FiEvtEVV! \ - - - - - - - - ~ SOLID GORE PAINT GRADE ot CASING CODE COh ST. LUCIE ALL WINDOWS THIS LEVEL SHALL HAVE BRONZE EXTERIOR FRAMES t WHITE INTERIOR FRAMES , BO LR3[1 t SILL TRIM ONLY FILE i � t 18150 24 M.d.R 2 O r 1/ i ��® ®� � A @ OF NINETEEN F oo�oa G°dEl�.# f�349 'Q�gm�rtmlmlU� r --I/2" DRYWALL 8" X 16" CONC. BLK.- i ... _ j X 1" P.T. FURRING 5/43STUCCO INSULATION POURED CONC. ELK. o _--2*' 4 : ?RE55. TREATED EACH JAMB - P ,. r i-DOOR CASING GONG, SILL---— J a� ' FIR JAMB SEALANT-- — -- j' ALUM. THRESHOLD FT,2" x 6" WOOD BUCK ANCHOR BRICK MLD. - --- TO LONG, 4 CONC, BLOCK W1 H1LTI RIN D5 ,111 DIA.1 114" PENETRATION 1 3/4" SOLID CORE--•-- I n i6" O/C MIN. OR 1/4" TAP CON DOOR SCREWS e 12" O/C _ nT AI 1 1/ 2" = 1'-0" DRIVE 10d NAILS THROUGH FINS NEAR CORNERS 4 �1a 16" O/C BETWEEN ALL FOUR SIDES OR !`G. RECOMMENDATION STUCCO BAND SEALANT — 1 _- 1/2" DRYWALL 5/8" LITE TEXTURE STUCCO 4 D O 4HEAD a 40p �a4 a alp D 4� CONCRETE TIE BEAM W14 - #5 BARS OR PRE - CAST LINTEL N It SEALANT — P T, 2 X 8 WOOD BUCK ANCHOR HEAVY DUTY ALUMINUM TO CONCRETE 4 CONCRETE BLOCK W/3/16" FIXED GLASS WINDOW TAP CONS 6" FROM EVERY CORNER 4 12" D.C. W/ IMPACT RESISTANT (TYPICAL ON ALL 4 SIDES OF WINDOW) GLASS 3/16" TAP CONS THRU ALL HOLES W/ 1 112" SEALANT MINIMUM PENETRATION INTO BLOCK WASH ° ' I p MARBLE SILL 4 0 ° POURED CONCRETE SILL W/ D '4 10 5 BAR . D 1 1/211 = 1"-Q+! -FIXED OR CASEMENT WINDOW I - ---- 5/8" MARBLE SILL 5EALANT -_-_. STUCCO SILL ._ .. I;�W—_ _ __--- 1 ` _ �f .. 112 DRYWALL 1 X 8 STUDS STUCCO ON META LAfH 9 = ON 30 # FELT ON , --- -_ __.... = .. R-30 BATS INSULATION PLYWOOD 1 " + 5-LL LOAID ii�FOM>�TION CODE EDI' ON5: x- ;�_OR10A BUILDING CODE CHAPTER 6 OF ASCE1-10 BUILDING DE51GN; ENCLOSED ULTIMATE DE5!GN WIND SPEED, 110 MPH NOMINAL DES`GN WIND SPEED: 132 MPH R15K CATELSORY: 11 INTERNAL PRESSURE COEFFICIENT- EXPOSURE CATEGORI`: D WALLS (ENCLOSED)l. 63 P S.F. IMPACT PROTECTION- IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS 4 WALL CLADDING: ZONE 4 ZQNEl MEAN ROOF HT. "35' tO 50. FT, - • 52 J 1.56 PSF. tO SQ. FT, -+ 52 / -10 PS-F. 20 SO. FT. - • 5C • 54 PSF, 20 60, FT. - ♦ 50 1- 65 PSF. 50 So. FT, - • 4" • 51 PSF, 50 SQ, FT, - • 41 / •"PSF. t00 SQ, FT... Al . 4S PSF. too 50, FT, _ + 44 1- 54 P$F. CAP ROCK UPLAND RETAINING WALL A PRESERVATION AREA EASEMENT n 36' HT, 111 12 RAILING der 5/0" STUGGd ON--V2" DRYWALL ON 8" x *' CONCRETE BLOCK {" xI2" P.F. FURRING 1610 INSULATION POKED CONCRETE BLOCK CEl L W/ I i 5 BAR EAGN JAMB �4 Z" X 4' PRf88, TREATED P �s CONCRETE SILL SEALANT - -- ALUMINUM THRESHOLD HEAVY DUTY ALUMINUM P.T.'Y X WOOp BUCK ANCHOR TO SWING GLASS DOOR W/ CONCRETE 4 CONCRETE BLOCK WJ HILTI IMPACT RESISTANT GLASS PIK06 Jr DIA,1 114' PENETRATION A 16" O/C MIN, OR 1/4" TAP CON SCREWS G 24' O/C 1 1/4 - I —V 114" --1'-0" '"N SOUTH SAHAMA SHUTTER N 2" X 6" PT WOOD BUCK ANCHOR TO 1'-O" HIGH DOOR WI 4 - 3/8" X 3" SLEEVE ANCHORS ITT RAMSET / REDHEAD #HN-3830 OR EQ, SPACED AS REQUIRED BY MANUF. AT EAC14 SIDE 7 ,„r_ala TILE ROOF 0 n M0_POw ROOF HT. TNR.FLR.CLG. BRONZE VMYL WINDOW SAND PINION S'RIGCO FLR TNR. @ zY SE BEDROOMS GI 411 KITCHEN 6' X 6' SAVE BRACKETS BRONZE ALUM. BANAMA I BAND FINISW STUCCO BROWN BAHAMA SHUTTERS BRONZE ALUM. RALING6 -$ BEG, R.R. 6.CLG. r" SAND FINISH STUCCO 4) O.'-0' "PAN NIGH WA7W Lill ft 1 1 eAl r - - • w I 13 APR 2 O ����t It s.�, s9 OF NINETEEN Aw • lerleteee I .o 2 -6 OVERHANG FLAT CONCRETE TILE ROOF ON PEEL 4 STICK MEMBRANE ON FLASH 4 COUNTER- 5/8 It CA X, PLYWOOD ON FLASH art ROOF / WALL PRE-ENG'D WOOD TRUSSES aQ 2 4" O/C JUNCTION 1' - 4'1 tHR. FLR. CL21z. ICYNENE FOAM INSUL, R-20 5/8" DRYWALL CEILING 8" X 14" GONG, BEAM W/ 4 - 05 BARS CONTINUOUS 1/2" DRYWALL WALLS ON � i" X 2" P.T. FURRING ON 3/4" Q, RIGID FOAM FOIL FACED INSULATION R - 5A " WOOD BASE 3/4" T.G. PLYWOOD GLUE 4 COPPER DRIP EDGE ON 12 =FNAIL ON 3 1/2" WIDE X 2 4"DEEP I" X 3" P.T, WOOD; DRIP ON �- FLOOR TRUSSES e 192" O/C 2" X 8" SMOOTH SAWN CEGAR / FASCIA ON 2" X 4" SUB -FASCIA ° ° SIMPSON HETA20 TYPICAL rBATTSUL.\\� EACH TRUSS END 01, 0. 0 _ 0 0 of I" X 6" T 4 G STAINED WOOD CEILING 6" x 6" P.T, EAVE � � BRACKETS W/ 2 4" W X 16"D FORMED 3/4" BEVELED ENDS I ro) POURED CONCRETE BEAM W/ 6 - #5 BARS 1 \ 4 #3 HOOPS ae 1 6" O/C i I i 1 I i I l 5/8" SMOOTH STUCCO OVERHANG 3 6" HT, ES,P, BRONZE ( F SLOPE ALUMINUM RAILING NON-SKID TRAVERTINE FLOOR MATERIAL — - 4" STEP DOWN �I FORMED 4 POURED o 0 o CONCRETE SLAB o 0 0 ( SEE DETAIL SHEET # 10 to 0 0� 5/8" DRYWALL CEILING S° X 14" GONG, BEAM W/ 4 - #5 BARS CONTINUOUS 1/2" DRYWALL WALLS ON 1" X 2" P.T, FURRING ON 3/4" RIGID FOAM FOIL FACED INSULATION R - 5A 8" X 16" C,M U, W/ POURED BLOCK CELLS 6 4'-0" MAX. SPACING 4 e EACH SIDE OF DOORS OR WINDOWS 4 ALL CORNERS WOOD BASE 3/4" T,G, PLYWOOD GLUE 4 NAIL ON 3 1/2" W`DE X 2 4"DEEP FLOOR TRUSSES 9 19.2" O/C go I 2 2' 0" THR.FLR. 0 20'-0" �. SEC, FLR. CL�, O n 1" X 6" T G STAINED 5/8" DRYWALL CEILING COACH LIGHT FIXTURE WOOD CEILING X X4" P NAILER W/ /C 4"TACON r�32"O/G VERIFY SELECTION BY, OWNER INSTALLED BY CONTRACTOR I 1/2" DRYWALL WALLS ON I" X 2" PT, FURRING ON 3/4" 5/8 SMOOTH STUCCO RIGID FOAM FOIL FACED INSULATION R - 5A a I � 4" CONCRETE SLAB W/ SMOOTH STUCCO SLOPE 6 X 6 10/10 W W,F, ON WATER -MARK BAND E ___ —,_ 6 MIL VAPOR BARRIER NON-SKID TRAVERTINE ON TERMOTE TREATED SOIL FLOOR MATERIAL 3000 P.S,I, CONCRETE 2500 P,S;F, SOIL BEARING 4" STEP DOWN , 3 6" SQUARE X 1 4"D THICKENED -- - -__ COLUMN FTC. W/ #5 BARS a 8" O/C EACH WAY ° 0 o 24 X 14" THICKENED EDGE W/ 3 45 BARS CONTINUOUS E3 7 1/4" = 1'-0" _ 1 0' - 0" SEC, FLR. `I i I WA5HER �� i I h i �i �3 V.T.R. f i TUB 2° 1 i SHR. { LAY, z , y 2" r - OWNERS BATH 3" " 1 s„�sHR.` i � LAY. LAY) 1 BATH # TWO 3„ i I SHR TOIL, I TOIL 411 3„ 2, BATH #THREE I, I ` l I WWASHER I 4" 2„ SINK I LOOP VENT z„ 4J KIt. ISL. SINK LAUNDRY s „ SINK 2 pal z" KITCHEN 1 TOIL., LAV. I z�; 3., P R, RM, 41' ` 1 LAY, z" TOIL, 3" < CABANA BATH ■ r4 4" CO, PLUMBING WASTE RISER DIAGR,4M NO SCALE THIRD FLOOR SECOND FLOOR SECOND FLOOR FIRST FLOOR 4" SANITARY WASTE LINE TO COMMUNITY SEWER SYSTEM IN ROAD RIGHT-OF-WAY Il \ � � 1 1 I f pill I u'u. uj I � / BEGIN 6 RAIL WALL CENTERLINE W/ IST 2" X 6" STUD 4 WORK OUT FROM �aa THERE 6" O.C. BOTH DIRECTIONS. STUDS I vs I TO BE IN -LINE BOTTOM TO TOP OF WALL/ g; USE PLUMB BOB OR LASER FOR ALIGNMENT i n o o a as_ o a�W yqqy���QQ • 3/4" PLYWOOD DIRECTLY ON WOOD STUDS FROM BOTTOM TO TOP ° OF RAIL WALL ONLY/ NAILED OR SCREWED EVERY 6" TO 8" O.C. . . . . . . . . . r1 fiUnr I- oa Q5D 3/4" PLYWOOD FULL WIDTH OF RAIL WALL OPTIONAL ELEVATOR RAIL WALL FRAMING DETAIL 1/2" __ ib" VERIFY ALL ELEVATOR INSTALLATION DETAILS *CONDITIONS W/ SOUTHEAST ELEVATOR, INC, d _n t1� O LL Z � O _ U Q � u_ d) U1 Q s Q CID 0 �y- -- Q Q D OLo REVIEWED FOR DE COMPLIANCE �T. LUCIE COUNTY BOCC. FILE COPY cl) iB 26 MBAR 19 I OF NINETEEN LLFT EEL VA 11cN 1/4" = 11-0" WEST Q�'s�oQ %t 9 lV FLAT CONCRETE TILE ROOF ON PEEL 4 STICK MEMBRANE ON 5/8" CDX, PLYWOOD ON PRE-ENG'D WOOD TRUSSES to 24" O/C 12 ICYNENE FOAM " INSULATION R 20 5/8" GYP. BD. CEILING ° 1 STEPPED TRAY CEILIN , U. TWO SINGLE CROWN MO LDINGS 2'-D° 6"W X 146D FORMED 4 POURED CONCRETE TIE -BEAM W/ 4 - 05 BARS CONTINUOUS 1/2" GYP, BD. ON r X 2" P.T. FURRING STRIPS ON 3/4' RIGID INSULATION BD R-SA ON 8" C.M.U. OWNER'S SUITE 3/4" T 4 G PLYWOOD ON 35"W X 16"D PRE-ENG'D FLOOR JOISTS 9 I st O/C DBL P.T. 20 X 12" LEDGER Wl 5/8" X 8" ANCHOR BOLTS 6 3 2" O/C STAGGERED 5/8" GYP, BD. CEILING SINGLE CROWN MOULDING LIVING ROOM 1/2" GYP, BD. 3/4" T 4 G PLYWOOD ON ° 35"W X 24"D PRE-ENG'D FLOOR JOISTS 0 19.60 O/C o� o TT INSULTION 0 0 STUCCO ON VINYL LATH CEILING 8"W X ib°D FORMED 4 POURED CONCRETE TIE -BEAM W14 - 05 BARS SMOOTH STUCCO WALLS I EQUIPMENT ALCOVE 2'-6" OVER44ANG SIMPSON WETA20 TYPICAL EACH END OF EACH TRUSS COPPER DRIP EDGE ON In X 3" P.T. WOOD DRIP ON 2" X S" SMOOTH SAWN CEDAR FASCIA ON 2" X 4" SUB -FASCIA 3 2'-S" THIRD FLOOR CEILING STUCCO SOFFIT ON EXPANDED VINYL LATH 5/8" SMOOTH STUCCO ON $" C.M.U. W/ CONCRETE FILLED CELLS 0 48" O/C MAX. W/ 1- 05 DOWEL 2 3'-4" THIRD FLOOR LEVEL 2 Z.O. SECOND FLOOR CEILING d"W X 14"0 FORMED 4 POURED CONCRETE TIE -BEAM W/ 4 - 05 BARS PRE-ENWD CONCRETE FILLED LINTEL 14'-2" WINDOW 4 DOOR HEAD HT. 6 LIVING 4 DINING ROOMS IMPACT RATED WINDOW ( CASEMENT OR FIXED ) SMOOTH STUCCO HEAD 4 SILL BANDS ON FORMED 4 POURED CONCRETE WINDOW SILLS W/ I - 05 BAR 1 O'V SECOND FLOOR LEVEL FIRST FLOOR CEILING PRE-ENG'D CONCRETE FILLED LINTEL ° TOP OF WALL STUCCO WASH ON CONCRETE FILLED " U " BLOCK W/ I - IB BAR CONT. SLOPE IT] --- 4" CONCRETE SLAB W! 6 X 6 10110 W.W.F. ON 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL 3000 P.S.I. CONCRETE 2500 PSF, SOIL BEARING A L 1/2 R 11.011 5/8" SMOOTH STUCCO ON 8" C.M1J. W/ CONCRETE FILLED CELLS 0 48" O/C MAX. W/1-05 DOWEL .0'-4" FIRST FLOOR LEVEL NA.VD. 24"W X 14"D FORMED 4 POURED CONCRETE FOOTING W/ 3 - 4t5 BARS CONTINUOUS ON PALM BEACH CHAIRS f� BROWN A2EK ARBOR FRAMING in 1/4" 91-0n NORTH i i El LAS A REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC r 0000 I8� 24 MBAR OF NINETEEN %l� 1/4" 1'-0" FLAT CONCRETE TILE ROOF ON FLAT CONCRETE TILE ROOF ON PEEL ! STICK MEMBRANE ON FEEL 4 STICK MEMBRANE ON 5/8" CDX. PLYWOOD ON 5/8" CDX, PLYWOOD ON PRE-ENG'D WOOD TRUSSES na 24 O/C PRE-ENG'D WOOD TRUSSES 0 244" O/C it it SIMPSON HETA20 TYPICAL 12 12 EACH END OF EACH TRUSS SIMPSON HETA20 TYPICAL EACH TRUSS 5 �" 5 12 5 COPPER DRIP EDGE ON I" X 3" P,T,WOOD DRIP ON ICYNENE FOAM ICYNENE FOAM 2" X 8" SMOOTH SAWN CEDAR FASCIA ON 2" X 4" SUB -FASCIA ICYNENE FOAM INSULATION R-20 INSULATION R-20 INSULATION R-20 ° ° I I ° 5/8" GYP, BD, CEILING 5/8" GYP, BD. CEILING ° "° THIRD FLOOR CEILING „ 5/8 GYP. BD. CEILING ° ° SINGLE CROWN MOULDING SINGLE CROWN MOULDING STUCCO SOFFIT ON EXPANDED SINGLE CROWN MOULDING ° U° 2' roll OVER+IANG 8"W X FORMED ! 8"W X FORMED t 2' roll VINYL LATH 8"W X 14"p FORMED ! POURED CONCRETE POURED CONCRETE OVER44ANG POURED CONCRETE V W/ 4 - 05 BARS CONT, TIE -BEAM W/ 4 - 05 BARS TIE -BEAM W/ 4 - 05 BARS CONTINUOUS CONTINUOUS I/2" GYP, BD, ON I" X 2" 5/8" SMOOTH STUCCO i/2" GYP, BD. ON I" X 2" P,T, FURRING STRIPS ON ON 8" G M U, W/ CONCRETE P.T. FURRING STRIPS ON 3/4" RIGID INSULATION BD FILLED CELLS fig 48" O/C MAX, 3/4" RIGID INSULATION BD 2'-p" R-5A ON 8" C MJJ. WJ I - $5 DOWEL R-5A ON 8" C.M.U. FLASH d COUNTER FLASH -0 WALL < `r 2'4" OVER-HAA STANDING SEAM METAL ROOFING ROOF JUNCTION FLASH d COUNTER FLASH o, BED R OO M TWO ON PEEL d STICK MEMBRANE ON WALL d ROOF JUNCTION HALL TWO o 5/8" CD-X. PLYWOOD ON PRE-ENG'D WOOD TRUSSES Q 2 4" O/C In" PER 12" FLAT CONCRETE TILE ROOF ON SLOPE PEEL ! STICK MEMBRANE ON E.---.---- 5/8" CDX. PLYWOOD ON STUCCO SOFFIT ON EXPANDED 3/4" T d G PLYWOOD ON PRE-ENG'D WOOD TRUSSES Oil 24" O/C 3/4" T d G PLYWOOD ON VINYL LATH E FLOOR JOISTS 9 1 St O/C COPPER DRIP EDGE ON FLOOR JOISTS ta9.2" O/C ICYNENE FOAM ill X 3" P.T. WOOD DRIP ON 12 2 -- � INSULATION R-20 DEL P.T. 2" X 12" LEDGER 2" X 8" SMOOTH SAWN CEDAR FASCIA ON 2" X 4" SUB -FASCIA DBL P.T. V X 12" LEDGER W/ 5/8" X 8" ANCHOR W/ 5/8" X 8" ANCHOR 7 O„ I/4" WOOD BASE BOLTS 9 3 2"O/C STAGGERED 12 BOLTS 0 3 2 O/C STAGGERED 5 TOP OF BEAM !DRIP LINE o 0 0 a ° THIRD FLOOR LEVEL ABOVE SEC.FLR-LEVEL 1 _ 9"R-19BATTINSULTION �i° — " 9 R-19 GATT INSULTION °f° = I �, 1 0'-g" ` 2 �" o 0 o MAINT, OVER+IANG I" X 6" T d G WOOD CEILING (STAINED) ° BOTTOM OF BEAM ACCESS E ABOVE SEC- FLR. LEVEL DOOR 20, ROLLING HURRICANE SECOND d INSECT SCREEN BOX 5/8" GYP. BD- CEILING FLOOR CEILING 5/8" GYP, BD, CEILING DOUBLE 2" X 8" TOP PLATES DOUBLE 2" X 8" TOP PLATES 12" WIDE X 16" DEEP FORMED d POURED DOUBLE PRE-ENG'D CONCRETE SINGLE CROWN MOULDING 2 "'6" SINGLE CROWN MOULDING CONCRETE BEAM W/ FILLED LINTEL FOR OVER HANG 6 - 05 BARS CONT, POCKET S.G.D. SUPPORT g"W X 14"p FORMED t POURED STUCCO $OFFIT ON EXPANDED 103 HOOPS Q I roll O/C t ATTACHMENT CONCRETE TIE -BEAM W/ 4 - 05 BARS 1 l VINYL LATH ON CONCRETE FILLED PRE -CAST CONCRETE LINTEL 1 1 6' W X 9' H POCKET I IMPACT RATED WINDOW I 1 IMPACT RATED 5.GD, I I ( CASEMENT OR FIXED) 5/8" STUCCO ON EXPANDED VINYL f i FELT BACKED LATH ON TYVEK ON i Q 1/2" CDX. PLYWOOD ON 2" X 8" 1 1 O WOOD STUDS na 16" O/C W/ I I I 9" R-19 BATT INSULATION I I I SMOOTH STUCCO DECK COVERED LANAI GATHERING RM, PANTRY ME AD tSIL BAN D5SUNNINC ° KITCHEN 1/2" GYP. BD, _ 1/2" GYP, BD, o 3 6" HT, WELDED o PIPE RAILING 'f /4" WOOD BASE O _ 0 3/4" T d G PLYWOOD O `� NON-SKID TRAVERTINE 35"W X 24"D PRE-ENG' P ON WATER -PROOFED CONCRETE 3 4" T t G PLYWOOD ON FLOOR JOISTS fA 19b" C 3 W X 24 D PRE-ENG'D 2'-0" p SLOPE FLOOR JOISTS 9 19b" O/C 1 Ob" SECOND FLOOR LEVEL ° �° - ^— 0 R-1 INSULTION SIMPSON WETA20 TYPICAL 9 ATT INSULTION B EACH F D SMOOTH STUCCO ON 2 4" SQUARE CONCRETE FILLED COLUMN BLOCK W/ 4 - 05 BARS VERTICAL I li SMOOTH STUCCO WATER MARK i o , 9 K, SMOOTH STUCCO CEILING j SEE SHEET # 10 FOR POURED IN PLACE CONCRETE DETAIL SMOOTH STUCCO ON WAL5 I COVERED TERRACE SLOPE ;NONSKID TRAVERTINE II LO R JOIST SKIM GOAT STUCCO WALL$ t CEILING o FIRST FLOOR CEILING _ 8" W X 8" H FIBERGLASS �o_o 5/8" GYP. BD. CEILING o o WRAPPED FOAM HAUNCHES 5/8" GYP. BD, CEILING 8"W X 16"D FORMED ! 2'4" CONCRETE FILLED PRE-ENG'D 8"W X 16"D FORMED t POURED CONCRETE C NTILEVER LINTEL RELIEF 6O.HD.'S POURED CONCRETE TIE -BEAM W/ Z - 05 BARS TOP TIE -BEAM W/ 2 - #5 BARS TOP t 2 - 01 BARS BOTTOM d 2 - #1 BARS BOTTOM W/ 03 HOOPS 9 Ib" O/C W/ #3 HOOPS -w 16" O/C STUCCO SOFFIT ON EXPANDED VINYL LATH _ IMPACT RATED IMPACT RATED Q OVER HEAD GARAGE DOOR 5/8" $AND FINISH STUCCO C.M.U. W/ CONCRETE OVER -HEAD GARAGE DOOR ST AGE 5ARAGE GARA5E FILLED CELLS 9 48" O/C MAX, W/1-05DOWEL CzARACxE SKIM COAT STUCCO SKIM COAT STUCCO SKIM COAT STUCCO GARAGE WALL FINISH GARAGE WALL FINISH GARAGE WALL FINISH 1 1/2" SLAB RECESS ae OVER -HEAD DOOR EPDXY FLOOR 4 -0 EPDXY FLOOR EPDXY FLOOR SLOPE TO OVERHEAD DOOR SLOPE O'-O" SLOPE TO OVERHEAD DOOR SLOPE — — — — — 4' L FIRST FLOOR LEVEL — — — _ - — ° - _ _ — — DECK-O-DRAIN CONCRETE OR o _ — _ _ _ — — 0 0 0 ° — o 4" CONCRETE SLAB W/ o 4" SWELDRIVE ON L-ROCK BASE 4" CONCRETE SLAB WJ ° b X b 10/10 W.W.F. ON 6 X 6 10/10 W.W.F. ON MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 3 b" X 3 b" x 14" COLUMN 6 ON TERMITE TREATER SOIL 24"W k 14"p FORMED ON TERMITE TREATED SOIL FOOTING W/ #5 BARS 9 8" OJC !POURED CONCRETE EACH WAY 3000 PSJ. CONCRETE FOOTING WJ 3 - 05 BARS 3000 PSI. CONCRETE 2500 PSF, SOIL BEARING CONTINUOUS ON PALM 2500 P.S.F. SOIL BEARING BEACH CHAIRS ION UJA L L 5 E C <v OQ ttttttVVVVVV���1���� c' O Y LL LI-"drz L"p yy<w L <.- ��$oaYa a' ✓t O SIMPSON 14ETA20 TYPICAL LJU EACH END OF EACH TRUSS COPPER DRIP EDGE ON 1" X 3" P,T, WOOD DRIP ON @9 °° 2" X 8" SMOOTH SAWN CEDAR FASCIA ON 2" X 4" SUB -FASCIA ISM 3I'-4 THIRD FLOOR CEILING ll�- STUCCO SOFFIT ON EXPANDED �w�J VINYL LATH [In. 4 6" X 6" P.T. EAVE BRACKETS W/ 3/4" 13EVELED ENDS 5*9 5/8" SMOOTH STUCCO ON 8" C.M.U. WJ CONCRETE FILLED CELLS 9 48" OJC MAX. W/ 1- 05 DOWEL a ao � 1-- r� 2 2'-0" THIRD FLOOR LEVEL 8"W X 14"D FORMED ! POURED CONCRETE TIE -BEAM W/ 4 - $5 BARS 4-0" ONC FLOOR CEILING CONCRETE FILLED PRE -CAST CONCRETE LINTEL O ILL Z IMPACT RATED WINDOW ( CASEMENT OR FIXED) 1 LLI SMOOTH STUCCO 1 HEAD t SILL BANDS ON FORMED t POURED u" + CONCRETE WINDOW SILL$ W/ 1- 05 BAR U.l 3" X 8" A2EK COMPOSITE 0 ARBOR LAMING 6 2 4" O/C 10'-0" Q SECOND FLOOR LEVEL � Q TOP OF 8" C.M.U. tL l'1 RELIEF Q OAD:S O O FIRST FLOOR CEILING v_ CONCRETE FILLED PRE-ENG'D LINTEL —1 0 OAX).RELIEF REVIEWED F06 - CODE'COMPL1ANCEoz :w ST. LUCIE COUNTY #--- 5/8" SAND FINISH STUCCO BOCC O ON 8" C.M U, W/ CONCRETE FILLED CELLS Q 48" O/G MAX, ®� y W/ I - $5 DOWEL BILE Copy I I/2" SLAB RECESS 9 OVERHEAD DOOR 1 8 1 O'.O" 2 6 MAR 19 FIRST FLOOR LEVEL CONCRETE OR �p�14°1BD1'aai,,� �T PAVER DRIVE ON 4" SHELL -ROCK BASE oI 24"W X 14"D FORMED g��<`@U OF NINETEEN t POURED CONCRETE FOOTING W/ 3 - #5 BARS 'c aoc _ a = EEC# @96 CONTINUOUS PALM >� BEACH CHAIRS R$ `�'� g, Q� � � �� Q ° ° 8" W X 12" D POURED CONCRETE TIE BEAM W14 05 BARS CONTINUOUS 0 0 IFF TB -I I �8'-0" AFF. ° ° 8" W X 12" D POURED CONCRETE TIE BEAM W14 its BARS CONTINUOUS 0 0 TB- 10'-0" AFF, ° ° 8" W X 14" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONTINUOUS ° ° PRE-ENG'D PRE -CAST CONCRETE LINTEL 6'-I O" AFF. f3-1 ° ° 8" W X 14" D POURED CONCRETE TIE BEAM W/ 4 $5 BARS CONTINUOUS ° 0 PRE-ENG'D PRE-GA5T CONCRETE LINTEL 15-2 8'-O" AFF. 8" W X 16" D POURED CONCRETE TIE BEAM W/ 4 •5 BARS CONTINUOUS 6,41 AFF B-6 8" W X 16" D POURED CONCRETE TIE BEAM W12 05 BARS TOP 2 01 BARS BOTTOM 1103 TIES 6 16" O/C °I to nl ' B-1 10_-0" AFF, o o 8„ W X 16" D POURED CONCRETE TIE BEAM W14.5 BARS CONTINUOUS 0 0 8'-0" AFF, PRE-ENG'D PRE -CAST CONCRETE LINTEL B -8 111 - I, -Oil I 1 35" DE4" E' PRE NG 00 FI 11 Jows a 1 Z" O t { e-4 \ ! ! i I ! I i B-4 ! I I I I ! ! i I FORM�D t POURED CONCRETE SLAB THIS AREA FORMED d POURED CONCRETE SLAB THIS AREA SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET G�7 G I I I ! I I I I I B-4 I I I I 9 I I I B-I B-I ! ! ' EE I ! I i I I - - ------ -- - - -- - -- ' (L 10 " Mex rnnlr nu c1 . WOOD B-I w z 0 B-5 IL !Q -i - — .. • v . 1 -..., y' rev a tVa , =I-,JL I 1/4" = 1'-0" B-5 ry TRIPLE 2 X 2 BEA ,n SKIRT ROOF E F--] 1---! E �� J (� 12 LA FR MI RoG D4P O L1 - ! _ m I ! ! I I � I I B-4 I ! i B-4 FORMED t POURED CONCRETE SLA THIS AREA I SEE DETAIL THIS SHEET I _MF B-4 f TRIPLE _ STRINGERS TB -I FRAMING f 05 BARS Oil 12" O.C.�� ON O- 10'- O" AFF. AF,p. SLOPE I" 0 0 9 O q, 9, 8�� ' - 6" AFF . DQ 8° W X 2 4" D POURED CONCRETE ° _ TIE BEAM W16 $5 BARS CONT. _ �_ _ ° ° -- 2 t M3 TIES a 16" Or-, ° 6" CO NC. SLAB o 0 o k g 8'-O"AFF10 o o #5BARS a6"OC,?$� �y`-° ° ° � ItB' - O" AFF. 04 BARS a IB" O G. --- 1, � 2 4" W X I S" D POURED CONC. 6' - 1 O" AFF. TIE BEAM W1 12 05 BARS GONT.— ' rc� 3 d $3 TIES a 16" O G.-4 COLUMN BEYOND m x n Y WINDOW OR DOOR—� B-32I 10'- 0" AFF GeD r -- - - - - 1 D 2 4" W X 2 4" POURED GONC, ` TIE BEAM W1 12 05 BARS CONT. / \ t 03 TIES a 16" P.C. FLrlfl E 8' - O"A T-f. 0 B 5 COLUMN BEYOND # 5 DOWELS @ 1011 O,G, ! ! 8 -0" LONG a Q I I _ � I PROVIDE TWO "A" ANCHORS /Ox " ! a EACH CANTILEVERED r 3 Q FLOOR JOIST Iw] fig a 5 BAR CONT, = ! 1 3/4" CLEARENCE - � I ! g 1 111 111 I Q i # 3 TEMP. BARS 6 13 O,C. � z 3 0" 1 PROVIDE TWO "A" ANCHORS # 5 DOWELS 8" O.G. lu dE 0EACH CANTILEVERED _==p FLOOR JOIST U 20" X 10" FOOTING U - -0 0 W/ 2 # 5 BARS CONT, LL += STAIR DETAIL 1 1 O" LIJ Q 30" MIN, Q N OUTSIDE ONLY O fv CORNER BAR EL <[ OVERLAP INSIDE BARS TO Q- z and OVERLAP EACH OTHER O d BE TIED W/ $3 TIE d z E a wd a JUNCTION Q Nxd o uo REVIEWED FOR CODE COMPLIANCE �r ST. LUCIE COUNTY CORNER BAR DETAIL BOCC o 1/2" " 1'-0" -I a�ea�I®m� 2 0 AUG 113 ANCHOR LENS MARK 0ALLOWED MAXIMUM UPLIFT SIMPSON MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED A 1 8 1 O HETA20 12 - IOd B 10 00 MT620 14 - IOd / 14-I0d X 1/211 C 1000 MT612 14 - IOd D 10980 HGT - 2 2 - 3/4" ANCHOR TO CON., 16 -10d GIRDER E 10530 HGT - 3 2 - 3/4" ANCHOR TO CON., Ib - 90d GIRDER F 9400 FGTR-DBL 36-SDS 1/4" DIA X 3" IN GIRDER FOUR 1/211 DIA X 5" TITEN HD TO WALL ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER ALL LATERAL BRIDGING PER TRUSS MANUFACTURER FILE COPY 4 SEPT , g O 18150 z�� g ev,m",mvgpn OF NINETEEN B-2 TB- TB- B-2 TB- ❑ ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM W/ SIMPSON HETA20 o r" <i o TB- UNLESS NOTED OTHERWISE ON LAYOUT. " x F arczo13Ni IN\ m�•- n.�rc B-2 „ ❑ALL MEMBERS. ARE ANCHORED TO FRAME WALLS W/ SIMPSON MTS20 � � � gs y'" OUB P.T " X 1 WO LE ER 5/8" 6° 2 X 12' LANDING A NOR OLT 6 3 O/C TAG RE I 8 IN �uRg / FRAMING 9 16 O/C UNLESS NOTED OTHERWISE ON LAYOUT. u y - a ❑ VERIFY UPLIFTS WJ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS 10'-0"AFT-. w a 7 ❑ THIS LAYOUT IS FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID , ° °-_-� I l n N TRIPLE 8" W X 16" D POURED CONCRETE L o TIE BEAM W/ 4 05 BARS CONTINUOUS cl N 0 0 0 3.5' vir 1. LAI Itlililill J\ STRINGERS TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS d ALL TRUSS f q )ljo s i EtEJ o HEADER ENGINEERING D eo NG B oNTR c7oR ❑ ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC. MUST BE VERIFIED W/ WIND LOAD L' J\ STRINGERS TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS d ALL TRUSS f q )ljo s i EtEJ o HEADER ENGINEERING D eo NG B oNTR c7oR ❑ ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC. MUST BE VERIFIED W/ WIND LOAD L' _ X o iz'0' EIL ANT REPORTS PRIOR TO INSTALLATION p TB -I O I F2 o ❑ TRUSS PLANS 4 WIND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS !j i I 1 MANUFACTURER) FOR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION DUB P.T " X 1 WO LE ER 5/8" 6" a f 34 AFF. A NOR OLT d 3 OIC TACs RE i re ° o ( B-2 - - - - - - - - - - - - - - 8" W x 16" D POURED CONCRETE I - TIE BEAM Wf 4 #5 BARS CONTINUOUS -2 B- i I 12 pig TB- of O 41 fl oUl W III I O m O� 1 1 r a O p m - @ ❑ Q _I i I h 12'-0" APP, 4`� I .3 I ` N x O 1 w O RE U = X O e ° 8" W X 14" D POURED CONCRETE I TIE BEAM W14 05 BARS CONTINUOUS - - i 12 2 Ll O I/8" PER ° I ~ O ( p O o IL C J 3 0" OH. 1 i PRE- NGD CONCRETE m Q — LINTEL I h 8'� 2 A FP. _ M 1L B-1 B-I - TB -I - - - - 3 O" O.H, � Z T, i us U LE D GE / / " x 6" B-I 2" X 12" W I _ -T — - --- -- ~' G BO o 2"OK STA GE 111 1 3'-4" AF.F, I I I 12 C) — U 0 0 8i W x 14" D POURED CONCRETE L- - J43 -- 5 TIE BEAM W14 05 BARS CONTINUOUS f2 0 0 12� -0" AFF E-E 'D Z FL JO TS 19.2" XC T O /8 10' C 1 I GN . _ S S LT IN E E S ® I I 2 X 12 LANDIN THIS WINDOW SHALL W HAVE A 13'-4" HEAD N7. ri FRAMING 9 t 6 ABOVE FIR.FLR. 9� 10 A.FF. DOUBLE PRE-ENG'D CONCRETE FILLED LINTEL B-7 ti 12'-0" A FF. IOT° 01 I 12" W X 16" D POURED CONCRETE 1 1 TIE BEAM Wf 6 05 BARS CONTINUOUS t 03 HOOPS -9 1 6" O/C moo'-8"aF F. fL O d REVIEWED FOR DE COMPLIANCE ly v T. LUCIE COUNTY* BOCC aNVI NA 2 0 AUG 15 FILE COPY TIE BEAM W/ 6 #5 BARS CONTINUOUS I o o b l t 03 HOOPS iJ 1 6° O/C ALL TRUSS TO TRU55 CONNECTIONS PER TRUSS MANUFACTURER -� 8' a AFF. ALL LATERAL BRIDGING PER TRUSS MANUFACTURER 1 S 1 5 0 B 4 �'' i I26 MBAR P � NPLO 0 R T E=5 EA �i l 4 FLOOR -FRAMING S ELTU E --- Q S'RINGERS TB -I W DO LE P42"GE / 5/ CAHBO S 51 2 O STA GER' STAIR FRAMING Q c� BY CONTRACTOR Q 1 IION \- OL ly 1 I p III B-i 1 TB -I B-1 i TB -I 1 1 B-I B-I � I TB-1' 0 1 =� - i r -1 I I I I O I I I I I I I B-3- 1 N 2 4 W X 16 D POURED CONCRETE LINTEL SCHEDULE TYPE LENGTH LINTEL LLOUJED LOAD P,L,F, GROUT LINTEL NO GROUT RE''IINF, I 8F8-IB 2-10 3166 V/ `, I # 6 BAR 2 BF8-IB 3.6 3166 ,/ 3 BF8-15 4-0 2646 V/ 4 SF8-I15 5.4 1665 V/ Lj 8F8-IB 1-6 1029 V/ (� BF8-IB 5-4 T6a I/ SF8-I5 11-4 59a ,/ BF24-IB 19-4 1400 -ANCHOR LEGEND MARK oALLOUJED MAXIMUM UPLIFT 6IMP50N MODEL NUMBER QUANTITY, 51ZE 4 TYPE OF ANCHORAGE REQUIRED A I S 10 HETA20 12 -10d ' B 1 0 0 0 MT520 14 -10d / 14-I0d X 1/2" C 1000 MT512 14 - IOd D 10950 HGT - 2 2 - 3/4" ANCHOR TO CON„ 16 - 10d GIRDER E 10530 HGT - 3 2 - 3/4" ANCHOR TO CON, 16 - IOd GIRDER F 9400 FGTR-DBL - 36-SDS 1/4" DIA X 3" IN GIRDER FOUR I/2° DIA X 5" TITEN HD TO WALL NAILING 5CHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 5/a" CDX ROOF SHEATHING a d 6" O.C. 6" O.C. I GLUE ALL PLYWOOD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING a d 4" Or-, 6" O.G. 8'- 0" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING a d 6" O.C. 6" O.C: 3/4" TtG FLOOR SHEATHING 10 d 6" OG, 6" O C. -GLWE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 X 12 HEADER I6 d 3 PER HEADER PLY BASE SHEET NAILING 6" O/C 18" 4 If oN OF NINETEEN �u 19411 NEW 2" X 6" OR 2" X 8" RAFTERS 12' BEARING HT. AT 24" O.G. ANCHORED TRUSS E WITH SIMPSON VMITSI2/ ONE AT EACH END OF NEW RAFTER I � 1 2A 2A z ! ILL LL B-2 7B- TB- ° � bra �-d° AFF. { �._---- ------ � " � ! 1 � B-2 i B-2 I o TB -I � � � � � " s I B-2 _ 8" W X VIE) D POURED CONCRETE { i ! j ! $ ° 5 , 1- �0. TIE BEAM Wl d 1<5 BARS CONTINUOUS TRUSS DRILL HOLE INTO EXISTING ID —a PLYWOOD AND ATTACH TO CJU L TRUSS 11 Pff 00 7B-I OVERFRAMING ANCHORDETAIL � III AFF. ._T r _ _ 8" W X 12" D POURED CONCRETE I I 2'-0 1 2'-0" I TIE BEAM W/ 4 #5BARS CONTINUOUS � ( � rut,, 0 0 �. u S -4 T 1 O I / STEPP D TRA "' , 1-01 I � TB 1 I I { i i 9� 4 AFF. jRE NAILING SCHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 5/8" CDX ROOF SHEATHING 8 d 6" O.C. 6" O.C. GLUE ALL PLYWOOD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 4" O.G. 6" O.G. 8' - O" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING 8 d Fill O G. 6" O.C. 3/4" TtG FLOOR SHEATHING 10 d` 6" O G. 6" O G. GLUE ALL PLYWOOD (PL400 OR EQUAL STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE SHEET NAILING fill O/C IB" t II" 07-1 15314 E u__ rtn C oa 0-= w 8" W X 14" D POURED CONCRETE I / H T- { — GT-3 ROOF SHEATHING USE 8d RING SHANK NAILS D_ TIE BEAM W/ 4 %5 BARS CONTINUOUS ! 3 ALL SCREWS t NAILS SHALL BE GALV. ° o_o " / 12' BEARING HT- 8'� — — -1 f $.I _ { d -- B^i m 9 t r I: B-1 I 12 12 1 1-4 AFF, I I 8" W X 14" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONTINUOUS J fI 9 I0'.2 A.F.F. � 1 1 I Ii-- . I !� I O ANCHOR LE ENS MARK MAXIMUM ALLOWED UPLIFT 6IMP6ON MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED A 1810 HET420 12 = loci B 1 0 0 0 MTS20 14 - IOd / 14-I0d X 1/211 C 1000 MTS12 14 - IOd D 10980 HGT - 2 2 - 3/4" ANCHOR TO CON., ih -10d GIRDER E 10530 = HGT - 3 2 - 3/4" ANCHOR TO CON., 16 - IOd GIRDER F 13400 FGTR-DBL 36-SDS 1/4" DIA X 3" IN GIRDER FOUR 1/2" DIA X 5" TITEN HD 70 WALL z o � O (� w Li- + Z l`3 il! La FILLED CELL COLUMN TO f F�� -- _7 I - I _ 1 7B-I W 1 O -OII T .O, B. UPPER BEAM _ _ i o ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER -- ALL LATERAL BRIDGING PER TRUSS MANUFACTURER 4 - - I (L B-I T$•I i B-I B-I B-I B-I TB -I B-I I r - - - - - I 1 rl - - I �1OTE5 REVIEWED FOR (L p I 2A DE ` COMPLIANCE 2A CO CO ANCE i 1 t 1 05 VERTICAL IN FILLED CELL ❑ ALL MEMBERS ARE ANCHORED TO CONCRETE SEAM W/ SIMPSON H y UCIE COUNTY -`4 UNLESS NOTED OTHERWISE ON LAYOUT. BOCC -I I F_ OF 5-EA D T/ SCALE 3/4" _ 1101' I 1 i ❑ALL MEMBERS ARE ANCHORED TO FRAME WALLS W/ SIMPSON MTS20 � - - L - - - - - - - - - - - - - UNLESS NOTED OTHERWISE ON LAYOUT. � ��'' O ❑ VERIFY UPLIFTS W/ TRUSS MANUFACTURER BEFORE INSTALLATION OF GONNECTYR�sCC COPY 1 0 ❑ THIS LAYOUT iS FOR BEARING DETERMINATION FEASIBILITY 8 ARCHITECTURAL AID l� TRUSS MANUFACTURER LS RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL TRUSS 8 2 O AUG 19 !-�•/ HEADER ENGINEERING 4 SEPT 19 b ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC. MUST BE VERIFIED WG WIND LOAD REPORTS PRIOR TO INSTALLATION 16150 '' I ❑ TRUSS PLANS 4 WIND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS 1p� MANUFACTURER) FOR VERIFICATION 8 APPROVAL PRIOR TO FABRICATION 2 6 MAR 19 THIRD FLOOR TIE -BEAD 14 ROOF FRAMING FLAN 1 2 1/4" = I'-O" 30 " OVER -HANG TYPICAL ®� N �a s:gyp ; OF NINETEEN lapis I L : 1114 H 1 1/2" METAL PIPE RAILING: TOP $ BOTTOM 3/4" METAL PIPE RAILING fit MAX, 4" BETWEEN 0 0 0 s 0 o O -- l _ INTERIOR RAILING DETAIL. 1/2"=1'-0" EXTERIOR SIMILAR VERIFY FINISHES W/ OWNER 3" X 12" OAK TREADS ON 3/8 PAINTED STEEL HAUNCHES 1.05T 1/211.f 1'Rl" TWO 3" X 6" X 3/8" / PAINTED STEEL TUBE STRINGERS OR W000 BEAMS 3/4" T l G PL rWOOD SUB -FLOORING ON 2" X 12" LANDING FRAMING 0a 16" O/C 5/8" GYP, B 3/4" 3/4 3/4"� .E 3/4° 3/4 BASE TRIM DOOR CASING WINDOW CASING $ SILLI I GROWN MOULDING TRIM FRIOPILES- 11/2" = 1'-0i CROWN MOULDING 1 1/2" DIAMETER HANDRAIL BOTH 4 SIDES OF STAIR (MOUNTED NOT LESS THAN 34" OR MORE THAN 35" ABOVE --___ LEADING EDGE OF THE STAIR TREAD ) i I I �I CASEMENT �- �I WINDOW 1 FIRST FLOOR SECOND FLOOR THIRD FLOOR a AL Q— � O I— REVIEWED FOR _. CODE COMPL�IANr7 ST. LUCIE COUNI`T o BOCC c— 9�g1J;11®P1� PLYWOOD 5UB FLOOR E RISERS FILE COPY 18150 5/8" TYPE "X" DRYWALL 26 MAR 113 2" X FIRE FLOCKING THREE 2" X 12" STRINGERS �� PbO��'�� OF NINET££N ROOM FINISP SCPEDULE ROOM NAME FLOOR BASE WALLS CEILING HGT, NOTES ENTRY PORCH NON-SKID TRAVERTINE SAND FINISH STUCCO SAND FINISH STUCCO T. # G. WOOD STAINED BROWN so -all FOYER TILE WOOD SKIM COAT STUCCO 5/8" DRYWALL FAINTED) g'-4° SINGLE CROWN CABANA BATH 8'-0" SINGLE CROWN STAIR -WELL # ONE SINGLE CROWN STAIR -WELL # TWO SINGLE CROWN CLOSET # ONE THREE CAR GARAGE EPDXY NONE 81-4" STORAGE EPDXY 81-411 COVERED TERRACE NON-SKID tRAVERTINE STUCCO (at-oil EQUIPMENT ALCOVE T.F. CONC, SAND FINISH stucco STUCCO ENTRY HALL LUXURY VINYL WOOD 1/2" DRYWALL PAINTED) 5/8" DRYWALL (PAINTED) 1 0'-0" SINGLE CROWN POWDER RM, HOME OFFICE KITCHEN GATHERING ROOM FOOD PANTRY LAUNDRY TILE DINING LUXURY VINYL 12.. 12'-0" LIVING ROOM BACK HALL 10'-0" SINGLE CROWN COVERED LANAI NON-SKID TRAVERTINE NONE SAND FINISH STUCCO T, E G. WOOD STAINED BROWN 12'-0" SUNNING DECK NON-SKID TRAVERTINE NONE SAND FINISH STUCCO BALCONY NON-SKID TRAVERTINE NONE SAND FINISH STUCCO T. 4 G, WOOD STAINED BROWN C„ HALL # TWO LUXURY WOOD 1/2" DRYWALL (PAINTED) 5/8" DRYWALL PAINTED) g' 4" SINGLE CROWN BEDRM. # TWO CARPET BATH # TWO TILE - W,I,C, # TWO CARPET BEDRM. # THREE CARPET BATH # THREE TILE W.I.C. # THREE CARPET HALL #'THREE LUXURY VINYL OWNER'S SUITE LUXURY VINYL S'4' TO 1 O'-4" TWO SINGLE CROWN STEPPED TRAY OWNER'S BATH TILE g1-4" SINGLE CROWN OWNER'S W.I.C. CARPET g1-4" SINGLE CROWN 1 1/2" - 1'-0" I/211 _ It-011 1 L.P. Gas EMERGENCY A/C COMP, A/C COMP. I GENERATOR b ONE • TWO 4" P.V.C. WITH ' UNDERGROUND SERVICE FROM F.PA L. N.T5, �-/ DISC. METER SWITCH MAIN 11 PANEL > SWITCH SEC, FLR. TO SWITC;4 — 0 SEC.FLR. s 2 " P-VC, TO 200 AMP. PANEL (3) 3/0 4 (1) 06 GROUND AUTOMATIC TRANSFER SWITCH U.F.E.R, GROUNDING AS REQ. BY N.E.G. GROUND TO FOUNDATION STEEL 2" P.V.C. TO 150 AMP. PANT WITH (3)1/0 4 0) #6 GROUND PANEL I PANEL # ONE # TWO 2 P.Y C. TO TRANSFER SWITCH POOL — — _ EQUIPMENT L.P. GAS POOL HEATER SEC. FLR. W/P 3 \ - 44" GFJ. t W/P ' GFJ. ' r i k3 �( 44" "l\\vV`ii{i i C 60" W/P GFJ. p W/P GFJ. f}Fi i 1 (3)3/04(1)#6GROUND r—————— — — — — —— I I FUTURE I 2" PVC, TO FUTURE GENERATOR I 36 KW GENERATOR 1 (3) 2/0 4 (1) #6 GROUND i WITH 150 AMP. BREAKER I --------IT 60" ` GFJ. ;��, GAS `— WATER HEATER W/ RECIRC. PUMP i 44" GFJ. I, 44' G.F.J. AYyf' � W/P , � a � f . \ N, W/P R GFJ. R 3 I , fS:- --ems- r-- t , r 1/4" = 1'-0n a ALL ELECTRICAL FIXTURES SHALL BE LED. o PROVIDE ARC -FAULT INTERRUPTOR PROTECTION i TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE o PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL BEDROOM CEILING FANS E SMOKE DETECTORS a PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS o PROVIDE HARD WIRED SMOKE DETECTOR B ALL BEDROOMS o PROVIDE SECURITY CAMERAS AS DIRECTED BY OWNER DISC. SW. 44" W/P GT FJ, IRRIGATION TIMER BOX 44" GFJ. DUPLEX RECEPTACLE ! I M- DUPLEX RECEPTACLE TOP HALF SWITCH �"' DUPLEX RECEPTACLE MTD, ABOVE CABINET DUPLEX RECEPTACLE WEATHER PROOF 4 G.F.I. GFJ DUPLEX RECEPTACLE GROUND FAULT INTERRUPT RECEPT ON LANDING I 220 VOLT RECEPTACLE TO LIG t i I i� ELEVATOR t¢ WALL MOUNTED LIGHT FIXTURE EQUIPMENT CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD CEILING MOUNTED LIGHT FIXTURE RECESSED 200 AMP. C J - PANEL • TWO - 1 CEILING MOUNTED LIGHT FIXTURE RECESSED / DIRECTIONAL 10oAMP. ELEc. I G °7 FLUORESCENT LIGHT FIXTURE PANEL b ONE , -- - - - - - - -. SOFFIT MOUNTED FLOOD LIGHT ELEVATO ALLBU N ® FAN -LIGHT COMBINATIONv°WITCHEDSEPARATE �H BATH ROOM HEATER 4 — �! bAl SINGLE POLE SWITCH THREE WAY SWITCH 3 — 4-d — GFJ. - I `i¢ RHEOSTAT SWITCH _ _ t A TELEPHONE JACK I�t�/ • - �i �j TELEVISION OUTLET ELECTRIC MOTOR - ® SPEAKER VACUUM OUTLET F F DOOR BELL - �r �- CHIMES CEILING FAN i I SMOKE DETECTOR I } I c�cT STAIR LIGHT BUTTON 8 ELECTRICAL METER wou ELECTRICAL PANEL OPENER i Qc COMPUTER LOCATION CM CARBON MONOXIDE DETECTOR i` r I-rj J I 1 t 44a Ell ELECTRIC METER TO 5WITC14 H 6 SEC. H.R. i �l � TO LIGHTS i i I $ WC. R.R. i ON LANDING V t'. FE R d W W/o \ 1111P �� ON CsFJ. Jhl , , 1, • FILE COPY Z 11 W 0 w 0 1a15o 24 MAR 20 4 OF NINETEEN UPLEX RECEPTACLE TOP HALF SWITCH ° �aa° D PLEX RECEPTACLE MTD. ABOVE CABINETS 8 _:-- DPLEX RECEPTACLE WEATHER PROOF d G,F,I, a a 7JR DUPLEX RECEPTACLE GROUND FAULT INTERRUPT EP220 VOLT RECEPTACLE ! TGI LI HT N LANDING !rH . F R F¢WAL MOUNTED LI(sHT FIXTURE� CEILI G MOUNTED LIGHT FIXTURE 6 FIR. FLR. ¢Pc CEILI MOUNTED LIGHT FIXTURE W/ PULL CORD C1 Gz\q C� EfLIN MOUNTED LIGHT FIXTURE RECESSED � I _ --- -. � � FLOOR • ECEP-T� I \ 1 - C ILING OUNTED LIGHT FIXTURE RECESSED / DIRECTIONAL pjin FL ORE ENT LIGHT FIXTURE Cs\] }-- I - SO IT M NTED FLOODLIGHT o , ! ELEvATO CHANDELIER - 1 _.. ALL BUTT N [ L _ _ _ , ® FAN IGHT OMBINATIDN SWITCHED SEPARATE j �,�..1._.. r Y r P I 1 BATH 00 HEATER ° -! 3 I j ! j ; i 3 3 - - - - SINGL PO L SWITCH C3 - T _. ,)h - 3 r `�' HREE AY S ITCH t;= : FLOOR PT_._�._� , _... - FLOOR REGEP . R 44 _ L R RECE IC 3 I cf'R RNEOS T 5W GH v c 4 FRONT -A ASHER (� l' Df2YE R DING T , I PH A K � R ELE E � � wIryINICNE I i I{S] TELEVISI N OU ET �l p L144-1 I ELECTRIC OTO t W/P� 3RGF . �l 4411 6p" 3 ; ® SPEAKERRm RETRAC�QBLE -I 3R GFJ. R09 EF - - - - - I VACUUM OU ET � SCREEN GFa. DOOR BELL s -- — `_ UNDER 4 44' CHIMES �o WALL GF , A T � ' I G B I LIGHTS - CEILING FAN 4411 u o I. i t ! DAV I STAIR , fit _ LIGHTS I y HILLEf� I I 1 INDUCTIO L ! r �, COOKTO �D 9hiOKE DE �EGTO mm ,r ! \� I HT i !: ISP. �fiAIR LIGHT DISP. I EXH.HOp ' :_ L_ d LIGHTS 1,�rr 'I, I! h ,, r. fi t ABovE I °"\ ElUTTON pp I r; T D/W 44 \ ! ! II I�! I! fI II;III II!r�:l II IIII) } �Up , !�!II,I�: c , EN I !GFJ. !li 11 PENDANt `I ELECTRICAL �J ,! I ! 11!al lu' IINl,lllu,ll of _EGTRiCAL MET'1"R` �D L1GNT$ ` I__.. -- I .:I ..._ 32" GFJ. ---- I k EI.ECTRICAL PANEL REVIIEWED COMPUTER LOCATION® n 1 � "CODE Id4 ___._ , �COMPLIANCE mm-1111 "r wl EXH.NOOD 3 UNDER ABOVE jr I / �.6 !, 111�1111 w/LIGHTSR CM CARBON MONOXIDE DE ECT • LUCIE !�aWALLOV S 1_` UTY !44" GAB'T R DBL f /�.L60 d4`` R OVENS i% II�44_- W/P I EH 3 LIGHTS 44 I 6(�J- '� 4 - - GFJ, . _... GFJ. J WATER GFJ ti ��R Is .,'-�� ,. �—`PLIGHTS DOOR _---- _-`�' 1 \ F- . _i 3 � oPOOL GHI I GFJ. K 3 LP . _...... LIGHTS R R AJa U. I I STAIR k ONE I - \ LIGHTS i " . "•- ! �, .. � ,,_ _� ' ,; /l-� ISC f44 1 -- ; Gr ✓=:w les ' \ • I � i i 7It 1 / J. R ! I TO LIGHTS ' 6 THR. FLR. TO LIGHTS I . `�. �► �. ` V I i I, I 9 FIR, FLR. 4' 3 3R RECEPT, CHANDELIER ON LANDING tr , / I W/P I f I W/p j GFa. \ II GFJ ! t i / % 1 I ' 1� '--- --_-- --`— L, x.1 TO LIGHTS I + '� ._` '�`"� _ � -: •A FIR, FLR. -; ' I I \ I \ \Is 52CI ON OOE-L E CAL F L N- i !r d \ ' a \ (3 PROVIDE 3" DIA, LED. CA GNT THRU-OUT STRUCTURE Is \ ❑ ALL ELECTRICAL LIGHT FIXTUR SHALL BE LED. \ \ ❑ PROVIDE SPEAKER PRE -WIRING U OUT SECOND FLOOR EXCEPT POWDER RO. d OFFIC� \ ❑ VERIFY LOCATION OF ROUTER W/ OWN - \ ❑ PROVIDE ARC -FAULT INTERRUPTOR PRO TION ! \ ! TAMPER RESISTANT RECEPTACLES THROUG UT THE STRUCTURE I \ PROVIDE ARG-FAULT INTERRUPTOR PROTECTI TO ALL { I%,EDROOM CEILING FANS t SMOKE DETECTORS Ij ❑ PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILI FANS ! ❑ PROVIDE HARD WIRED SMOKE DETECTOR 9 ALL BEDRO �16 , 1_ AD GALL �l_ TiONS GENERAL LIGHTING: 6 4 16t SQ, FT AT 3 WATTS/FT i S 2 4 8 REFRIGERATOR (3 aQ 1800) 1 5400 3 SMALL A1PPL. CKTS 6 1500 EA 4500 ` DISHWAbH R 1800 MICROWA, E 5000 RANGE \ 111 12000 EXHAUST HOOD v rw 5001 GAS WATER +EATER (2 6 500) `1000 1000 TOILET EXHAUST FANS (5 aQ 500) 2500 % GARAGE DOOR OPENER (2 6 500) 10 0 0 PADDLE FANS\ (8 ra 150) 000 DISPOSER (2 6 1000) 000 WASHER i @ IZO) 3 00 DRYER 5 0 O SUMMARY OF GENERAL LOADS 10 A4 8 FIRST 10 KW 6 100� 10 O O REMAINDER rat 40% 240 9 SUMMARY OF DIVERSIFIED LOADS 4 O I AHU #1 W/ HEAT STRIP ,9 56 KW 113 AHU #2 W/ HEAT STRIP 5b6 KW I36 1136 POOL EQUIPMENT 1 4 0 0 ELEVATOR EQUIPMENT 1 O 0 SUMMARY OF CONTINUOUS LOADS 33 l 12 SUMMARY OF DIV, t CONT,LOADS 6 i l 9 1 SERVICE VOLTAGE 120/240, SINGLE PHASE 2 8 6 PANEL SIXES TO USE 1 PROPOSED 2 O AMP PROPOSED 0 0 AMP C) LL! 1 — Lu o` ^ V1 O d O •aerc � 18150 26� �ypannRnlgp„ , OF NINETEEN 1*41 O� 1 _ - i> DUPL X RECEPTACLE 70P HALF SWITCH VAPOo IrcN �4d DUPL RECEPTACLE MTD. ABOVE CABINET f SE C. rLR. DUPL RECEPTACLE WEATHER PROOF 4 G.F,I, DUPLEX REC:I°PTAC:LE GROUND FAULT INTERRUPT 220 � f T`i �, I / ., ``�. r .. . ' 1iI ♦ `�`_ --� �' x ;; �li! ,''It _ _�-- •.� ��I,I ..r I' I!I --,I I�I 1- -.--i _— 3 —IIIIr _ ; x LIII;II,IIIIIIIIIIiI,IIII I . \ 0` ®��tQ-Q¢Q♦�¢S-7 - \° \ \ \ RECEPTACLE '\ t r t, WALYL NTED LIGHT F� IXt TUt RE NEAT HEAT ING UN:TED LIGHT FIXTURE tE LIGHT NGWT CEILNG M UPITED LIGHT FIXTURE Wt / PULL CORE) RD 44 44n CEILI NTED LIGHT FIXTURE RECESSED rxi R CEILIMO ITED LIGHT FIXTURE RECESSED D ItR ECT�I$O NALR ELEVATO FLUOR SCELIGHTFIXTURECALL BU NS ID x Y 3 SOFFIT OUNT FLOOD LIGHT ANLIGH COM !NATION -SWITCHED SEPARATE R BATH RO M HE TER bo" _ SINGLE PO E SWH THREE WAY ..L WIT C iIR RHEOSTAT 5 ITC TELEPHONE J CK N 0 TLETTELEVISIO ELECTRIC MOT R SPEAKERAPOae cs_ VACUUM OUTLET , DOOR BELL CM CHIMES NCEILING FA R 3 SMOKE DETECTOR STAIR LIGHT•Two , \BU?TON [� �LECTRICAL METER ELECTRICAL PANELSTACK HER e DRE COMPUTER LOCATION SIR GM CAIABON MONOXIDE DETEC OR CM SD t- 1 LL OF zco TOSWITCH SBC.FLR, 4" T Lu RECEP ON LANING - -REVI WE CODE M �/-� - _------ ST.LU IEC FILE O PC N ay, F C \ J FLOORHNP, \ i I C A L FL A\N I PROVIDE ARC -FAULT INTERRUPT PROTECTION i \ TAMPER -RESISTANT RECEPTACLES ROUGHOUT THE STRUCTURE \ BEDROOM CEILING FANS :SMOKE DETECIECRT�I5 70 ALL PROVIDE VARIABLE SPEED SWITCHES FORA CEILING FANS o PROVIDE WARD WIRED SMOKE DETECTOR 0 ALL IkEDROOM5 I I r I $UPPLY CEILING GRILL ,-_:,_._.1. i•.: ;,, II, ,---- �--� � ; l�J WAY UJ/O.B.DAMPER �.: �l.i 6U PLY CEILING GRILL , 4 -WAY W/ O.B. DAMPER I LJ E IY.i +\ i f Iv r lmm, j SU"LY WALL GRILL -— i I, f 4 - WAY W/ O$+DAMPER �� O uL ( ' + } �T� Y STA+ 9) . 62" A.F.F. - I =1 1 ;rf -. z :S. / _ -- - , 5 � FLEX DUCT STRAP aQ 4�-O" O/C V ( R-6INSUTATED Lu O �1 U! C} RIGID DUCT,1 1/2 FIBERGLASS uj NOTE " INSULATED`R-6 ` U yil ® PROVIDE B DUST DOWN FROM _ _ _ _ (K AN.U. ON SECOND FLOOR \ ` LL „ x 9„ _ f RETURN AIR'CEILING GRILL 4O C Z , I[fN RETURN AIR WA L GRILL w CA .. i 4" ALIM. DUCT TO WALL GRILL I j"_ ly REV, WEpFOR MP IAMC! , _...._.. RZ-11 CODE UN . LUCE CC�- B 'tea _-J CC 9 r__. 1 FIE 18150 t FRLT PLO C R \\% -`--� 2 6 MAR 19 r _ , aIIII 4 � OF NINETEEN A. N hou Bull . LL • a t _..... _ _—_—__ _ - < T - - _ T SUPPL7 CEILING GRILL MUM - _ _:._. �-- ->- -- - WAY W/ MP£R � > _ t J ( I I t) OB.DA gg0.Ya UPPLY CEILING GRILL s r ; • -- I i I 0 - WAY W/ O,B, DAMPER x ! f 0 SU�PLY CEILING GRILL Cx� 12" X 12" I ._.-._ - 12" X 12" i ` _ ii 4 AY W/ OB DAMPER - -- - - ----------- SUP . L _� - ----: (l L1 _ i 200 Ca P.M, l — 200 CDP M. < \ T! Y WA GRILL LL , . 1L 1 1 J _I - - - - - 1 4 W Y W/ O.B. DAMPER I I , _( r 1 - D - - { O STA\ e + 62" A,F.F, F '90 - I I I ✓ � 1 FL X D T STRAP a� 4'-O° O!G � I� R- INSU TEE) L — — Q 6 i_. 11 Ifs' �n RIGI DUG , 11/2 FIBERGLASS INSUL TED,� 6 1 b" _._ b X oil RETUR AIR FILING GRILL i priq SO CF,M, 1 _ t �I I I _I `` RETURN IR WA L GRILL o a : 8" \ 8„ I 9" X 15" 2wCD ! I H VC . NOTU Al i 9 X15 � t I 3occFr. , 1. VERIFY ALL CALCULATIONS LICE SED AIR GOND, CONTRACTOR BEFORE PRO EEDI W/ WORK�� P I I iC B" DU TO ``__ I n Exuausr WALL NT 2. THE CONTRAC \ ,..,. --- i _ TOR SHALL FUR SH A REQUIRED I f " FAN D INSUR4NGE 4 LABOR, MATE S t E IPM£NT SHOWN I� FAN Ab C I OR INDICATED FOR COMPLETE .V.A SYSTEM IN + " AGCORIDANCE W/ THESE DRAWI S, L AL CODES I i 5TANDAD MECHANICAL CODE N FP ,LATEST 9" X 1511 EDITION i I i3 ccF - - - - - 3, WORK SALL BE COORDINATED W OTHE TRADES Q ®. 0 ,M, . I _..—._� I, " „ „ I C1 •� •, TO PR V T t — E £ 9 X 15 t e s I , � CONFLICTING CONDIT NS 2 WCO r i I' li. I IIIIN11i'. , EXHAUST HOOD FAN I! ii I 13o cFM• I ' / 4, CONTRAGTipR SHALL OBTAIN ALL R QUIR D PERMITS U AILU. •ONE ( INSPECTIONS FROM GOVERNING A ENCI 4 u • _ i FOUR TON UNIT � ! -- - - - - .- FURNISH A WikITTEN GUARANTEE THAT LL WORK _.. SOFFIT PENT J , W/ 9,96 KW STRIP HEAT - } ON INSULATED PLYWOOD � �': ----r' ` I SHALL BE FREE FROM DEFECTS IN MA £RIANv- ACCEPTANC%E � ,- <._:>_- .,..,:`>i ! 1 .r_.tPLENUM W/ RETURN AIR i WORKMANSHIP FOR A PERIOD OF NO LE55N ONE x 1 GRILL t FILTER b„ "- f wco I I YEAR FROM THE DATE OF EQUIPMENT TARE FINAL p eocFM. I ANUFAGTURER INSTRU TIONS� LU U NOTE: \ or GUARANTEES ALL BE GIVEN TO THE O NER tom- LLt PROVIDE 5 DUCT DOWN LOU RED 1 --- — —J TO FIRST FLOOR D Rs i _ _ - _ __. - _ .- ' 5 CONTRACTOR S�A PROVIDE MATCH Y U CABANA BATH I LL R DE E 5 S M _ COMPONENTS AS\SPECIFIED OR AN APP OVE EQUAL -1 FOR OPERATION �T THE SPECIFIED T I A \ d T E E £D ELECT C L tL r' 10 REQUIREMENTS. AIR FILTERS SHALL BE INS LLE ON „ " , 9 X15 L I wca e" I 15 ,( +; 1 i' ` ALL RETURN AIR E UIPMENT INLETS, RETUR AIR RILLS _ _ ,{ �. i i j I `.l SHALL BE DUCTED BACK TO AIR HANDLING NIT. 180 C%M.i F _� I I W D I - - .FM, 6. SUPPLY DUCTWORK SHALL BE 1 I/2" F(BERGL 56 RCk � - - �`"`^�.,-- I INSULATED DUCTBOA�D OR FLEX DUCT R-6 I ULA D t.E 1 5O CF,M ! , , Ij FLEX DUCT SHALL B FULL IS SHOWN ON DRAWIN!�s5. F ! EXTENDED # OPENLIA \ Q i A DUCTWO RK RK JOINTS SEAMS SHALL BE SEAL D # ® ct) �•., ;.,_ i�,;--- -- :: :: n. •. - TAPED. FOLLOW MANUFACTURER PROCEDURES F R ALA .._._.__ . " I i �- SUCH WORK. t \ ;.._ 4 ALUM, ! TO WALL. I �.. I h� +-- �,� •�` �_ i -- \ - ; l ' � 8. A/C UNITS SHALL HAVE Aft SEER RATING OF 16A O � i BETTER.0 9, PROVIDE BALANCED RETUI N AIR FOR PRESSURE IFFER NTIAL PER SECTION 601A OF THE F . MECHANICAL CODE 10, PROVIDE STEM PIPE 6 CONDENSATE DRAIN TO ADD LEA tt TO PREVENT MOLD BUILD-UP • r I I I I I I +- RE p1ANE_ \ i \ Cope®�C uN ®t M IO Lu BQcr�: FILE COP Ia150 1 26 MAR 19 I �': fir. • , \ JVXAL�, FLAN %` I �m� �Qo��. d " OF Nlr NEB I/4 ®- 1� \ ` \ ` I I J JL Iml=M I I-ll ImI { w r ' �'Glm"i'I AR ICKI-Il it: rXt:Yt:N I IUN li'i51[:i:: IHit FOUNDATION PERIMETER SMALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 AFTER ALL COMPACTION IS COMPLETE, IF SOIL AREA IS DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, AREA SHALL BE RE - TREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FRAMED TREATMENT MUST BE IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS SMALL NOT BE OF CELLULOSE - CONTAINING MATERIALS AND SHALL HAVE A MIN. WALL THICKNESS OF ODIC" AND SHALL BE SEALED WITHIN THE SLAB USING A NONCORROSIVE CLAMPING DEVISE TO ELIMINATE THE ANNULAR SPACE BETWEEN PIPE AND SLEEVE. NO TERMICIDES SMALL BE APPLIED INSIDE THE SLEEVE PER FBC PLUMBING 305„12 ■ WEATHERING • NEGLIGIBLE PER FBC RESIDENTIAL TABLE R3012 (1) ■ WALL AID CEILING SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 ■ WALL ANC CEILING FINISHES SHALL HAVE A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450 ■ ALL EXP:7SED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SMALL HAVE A 'R'TICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SMALL COMPLY WITH F.B.C. RESIDENTIAL SECTION R314 ■ GYPSUM BOARD MATERIAL SMALL CONFORM TO ASTM C36, C19, C415, C5K C630, C931, C967, CIOOZ C1041, C IM, C 117118, COO, C1395 OR CD86 AND SMALL BE INSTALLS) ACCORDING TO THE FOLLOWING! DRYWALL FRAMING MAXIMUM SPACING NAIL SIZING OPTIONS FOR TWICKNW LOCATION ORIENTATION MEMBER OF FASTENERS INSTALLATION OF DRYWALL SPACING INTO WOOD FRAMING MEMBERS MINIMUM NAILS SCREWS 2" X MIN. THICKNESS CEILING PERPENDICULAR 24" 1" 12" B GA.13/80 L W/ 8164" 14EAD OR �. 0.098" DIA. X 1 V4" L ANNULAR — RINGED OR 5d COOLER NAIL OR WALLS _ " a " GYP, 81D. NAL OD86" DIA. X DIRECTION 15/8' W/ W MEAD) CEILING 'ERPENDICULAR 24" > i2` OA98" DIA. X I3/8' L ANNULAR 5/8" RINGED OR 6d COOLER NAIL. OR WALLS EITHER ' " 8 " a O OSf DIA. X 11/8 LONG Wl 1/4' ME DIRECTION ' OR GYP. BD. NAIL 0,0515" DIA X 11/8" W/ M/640 H€AD ___ ■ ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SMALL CONFORM TO ASTM C55T ■ ALL CERAMIC TILE SURFACES INSTALLED SHALL CONFORM TO ASTM A08.1 THRU A 108b, A 18.1, A 1183, A 136,1 AND A 131.1 ■ CEMENT, FIBER CEMENT OR GLASS MAT GYPSUM BACKERS IN ACCORDANCE WITH ASTM C tM, C 1325 OR C 1118 ANP INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SMALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. i 1 , '-40 CF.M f 'Ii �i �E �Illln 11IIII,' ZOOGF.M r k- 6" t�,;�!1 al;i I X 9" \ , till y II i I I 1� N;113 f� 1' � I ! 80 .F.M. t N I 4" ALUM. DUCT TO ROOF SOFfM1 L I � j v 1 THIRD FLU... �4.,V,AL, FLAN 1/4" 91'-0" 1 9 9 4 50. FT. AJ41L 011/1/10 FOUR TON UNIT W/ 9.56 KW STRIP NEAT SET ON 11NSULAED PLYWOOD PLENUM W/ RETURN AIR GRILL i FILTER 1 . I , > lC L G NE) 1 SUPPLY CEILING GRILL I - WAY W/ OB, DAMPER SUPPLY CEILING GRILL "m 2 - WAY WI OB. DAMPER 1 SUPPLY CEILING GRILL 4 - WAY W/ O.B. DAMPER i SUPPLY WALL GRILL T____T 4 -WAY W1 OB. DAMPER 'T' STAT 1@ + 62" A,F.F. FLEX DUCT STRAP 0 4'-0" O/C R-6 INSULATED R GID DUCT, 1 I/2" FIBERGLASS INSULATED, R-6 RETURN AIR CEILING GRILL i RETURN AIR WALL GRILL H,V.A,C, NOTE 1. VERIFY ALL CALCULATIONS W/ LICENSED AIR COND. CONTRACTOR BEFORE PROCEEDING W/ WORK 2, THE CONTRACTOR SHALL FURNISH ALL REQUIRED INSURANCE 4 LABOR,'''1ATERIALS 4 EQUIPMENT SHOWN OR INDICATt',D FOR COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE W/ THESE DRAWINGS, LOCAL CODES STANDARD MECHANICAL CODE 4 N.F.P,A, LATEST EDITION$ 3, WORK SHALI 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 WORKMANSI►IP FOR A PERIOD OF NOT LE55 THAN ONE YEAR FROM THE DATE OF EQUIPMENT START UP 4 FINAL ACCEPTAN( E. MANUFACTURE'S INSTRUCTIONS 4 GUARANTEE 3 SHALL BE GIVEN TO THE OWNER 5, CONTRACTOR SHALL PROVIDE MATCHED SYSTEM COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL FOR OPERATION AT T4E 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 1 1/2" 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 MANUFACTURE'S PROCEDURES FOR ALL SUCH WORK, 8. A/C UNITS SHALL HAVE AN SEER RATING OF 16,0 OR BETTER. 9, PROVIDE BALANCED RETURN AIR FOR PRESSURE DIFFERENTIAL PER SECTION 601.4 OF THE FL. MECHANICAL CODE 10, PROVIDE STEM PIPE'S CONDENSATE DRAIN TO ADD BLEACH TO PREVENT MOLD BUILD-UP REVIEWED FOR CODE COMPLIANCE ST. LUCRE COUNTY BOCCI FILE COPY �mmmr„�®Q0�3 oa�oo U pI4 f39kl9 � a b /�� t O 2 9 APR 2 0 18150 24 MAR 20 1 9 OF NINETEEN RE 4