Loading...
1119 NE 99 St (17)This property described a8: Lot 1.6, k3i.ock 178 84Vf$20 PLAT OF TRACES 17813, 178c, 179A, 1798, 1790, 180A and the North 1/2 of 180C, of 1110/16E0 PLAT ()1 MIRMI $] OMIS, Sl• 4'i QN 8, according to the Plat thereat, as recorded in Plat nook, 43, Page 80 of the Pubic Records Of Nadu County, P1orida. 1. 4.0 a . oP4 +t General Notes, 115•c, ii PCKL1 ` 111°l °P f(2 ` t A rlit , FL 3313 (4/41) 2.s. C Z., 4, darage E_lev- L.f2.P. Y 1. ti 1:55i "1 PO TEc '.__ 1-. _ r -AID fl f ` /f? • I L.F. t lev• d . donuies lo,vc;• habit ?blo floor steyotion. j Elevations shown refer to N.G.V.D. 1929. Lowest adjacent (gado e1av P Finn i$ E1ev 9;0 RRINc �Rfi I x2 NUS . 3700,x? ►ivJ CON P..t GOLU[1N l',(6 - T/P, O Inc N► N Cr IlqMAW<fir 7 64■4 6 not-Cpw R e f' 1 - 6 L u - kn N 1 O +3N or N f. izc - NCH pe2e e 5 T f ! o pt -R-ENCtt tX'c 5 GOB eO)A INrb "f c p fONN ,3 © 5PL / Gap Sri N c. 1 s � M) �}tR au. --+4 Not IN 5cotti.c EoN 16 O, c, EAa L.)0 L- l�la? 1 N 6LAL Nad (6 x i -0 4 ) e "x16" fOaNIDivTiO Gomel 0 va�r�5.'i�i..w�vM1�r -r FC'CJ+ ^r 4 4 '.✓" 5..wr�.s tit4 t4 4 . e T. :„ %. v � to i s - . o v •T >+i .. _ e‘,. 5 ? i, .v. (1 5 t •�' '�... Sj.Aw.14, C.44.7Cot, R 1 In ET 4 t : {: 1 ( F itt , 412A1):41—t-- . V.4.1:: .. k.ock'.tti :. Tt L . - 54 eA7 t.re 8L1 ., fi t' ;,_ - t)4 .:C ,t. • Aoi . 41P. 4 k G $kT - d..t-4 cs! K it �1 ':G C4At 9'SKc 4 • ��5 ..•�: -t .. ..n .i . ! .t♦ = - fl.v •y,. _ c+-. .....cam sA%t5..e Av_ T i OO yu. : 71t /'fi 4. . .0) deirent2111.1116" This proporty described as: Lot 16, 13ioa 178 :. vrs2u PLAT O8 TRACTS 1708, 178C, 179A 1798, 1790, 180A and the Worth 1/2 o$ 1800, of RBVX$EO PLAT ov MXAMT - 8)IO1t1 8, SECT IOU U 8, aCc;Q 'ding to the Plat thereof, as roc ordud in Plat Book. 43, Page 69 of the Public Records of nadv County, PlOrida. /3.99$ 4 714 lovi r, • 75 . e ( .,) 2a. s .' *l i / ,..../( 144 . ''. G.eneral Notes: 4. 5. 6. DRAWINGS): WITIi THE WORK. . STAB. • • C OMPLY : WLTI 1 11 ' Rt pAD COUNT PRQV (sFBQ- 'I TEIi 36) E POOR $HALT,13 PRQVII)IW III DOLT o #?1 6vyS,IoR AS PEI SI 3 0 ( Q 4Q REMOVAELBig. Al T OV ' . S ,II N! I. ALL WORK AND MATERIALS MALL COMFLy wI I I U N`'' FLORIDA BUILDING COD1 ( DAPS COSY EI) ANI A I.U" OT J{ LOCAL ORDINANCES • ( * ' W�t CURRENT ITT' T R DX E I OP I$SUU 0P J j4T 0 # v94Ft.0 l$ 1 4 a .1f2* 4q * Ei� -vxn� CONTRACTOR SHALL BE SPON.SIBLE. F0.I1 ADEQU T BRACING O1 S'TRUCT'URAL MEMBERS, WALLS AND NON STI,I C 1 UR ITEMS DURING'' CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL DRAWING DIIQNSION3. S.TIQUL;I TI-I1 BE ANY INCONSIS'l;BNCY NOTIFY TILE ARCHITECT. DIMENSIONS SHALL TAKE PRECEDENCE OVEI& SCALE. " - VERIFY ALL U'T'ILITY LOCATIONS BBFORE COM\1ENCINCt TILE JQO. ALL. SHOP DRAwiNOS. IALI 1313 SUBMITTED TO ARCHITECT PRIOR, t O FABRICATION fOlt APPROVAL, .SOIL CONDITIONS A¢ SUE ARIA ADEQUAT1 TO SE1PPOI T 2000 P As SEA SITE INSPEOIION SILOUL1) OTII I MAIVRIAt, O1 CO DIT1Q ' `BL TH ENCOUNTERED "AReatTECT~ UI NOTIFIED BEFORE PROCEEDING • 7. • PROVIDE 'A SAIL TREATMENT S' A'TI✓M4NT PIUOR TO iOURIN Q FLOOR a. S [RUC FURAI . CO tCfWi 1 SI ,L A 1I0 CVO, SS1Vj3 S NQ I L 4P 2,500 PSI AT 23 DAYS, UNLESS QTIOWISII I I CATEI) 4 N PL Q SP CS. ST EL REINFORCE NT SIIALL 0 1.M E OAR . . 10. ALL STUCCO SCRATCH COATS Tp 8 SLOWED 4 U9U p y 1 013.19 ;, 00011.51 B E.RIO DOORS Sib CO > _ \1,111 t RCHI I . - ALUMINIUM MANIU1 CTER$ A SOC111191,f, NQT B1. g R M AT., HAV> O S.CRE S darage stay - - .. ,•. „ / • L.P. • tiQUEL • titoy. 4 I d notos lowef: habitoblo floor elevation. lilovztldns shown refer to N'.O.V.D. 1929. Lowest adjacent grade elan of) I3 • # � - . w0v 2 0 • MOD LING FOR SUSAN ACKLEY RESIDENCE INDEX OF DRAWINGS: A -1 SITE PLAN / PROJECT LOCATION PLAN, GENERAL NOTES A -2 DEMOLITION PLAN, NEW FLOOR PLAN, EXTERIOR ELEVATION P -1 PLUMBING FLOOR PLAN, SANITARY ISOMETRIC P -2 PLUMBING FLOOR PLAN, WATER RISER ISOMETRIC E -1 ELECTRIC FLOOR PLAN E -2 ELECTRIC RISER DIAGRAM S STRUCTURAL (A/ yo u61 ■ SCHINDLER ARCHITECTS P.A. SHEET OF Imoomposomomompoopsommolosommoilmionora �-I 2100 CORAL WAY SUITE # 405 MIAMI FLORIDA 33145 PH. (305) 854 -8688 FX. (305) 854 -6162 . CLIENT: NAME: S+1AN tf y ADDRESS: II wee eicth6Zg1 M tktvt� }olz� SCAi.E: A S *00 t4 DATE: r 0/1-7/ ci 9 JOB NO: DESIGNED: S. W. �`• DRAWN: 5.41. �`• . CHECKED: . APPROVED: - NO. z 3 4 5 6 7 REVISION • finnoseckinura QV 0 4,1\ ® ® 2'. L I ® r 1 _Jxv5rtN6 IT : ..q` ■ 1 .,, -,-.. .,, ..- -,: ,-; ',..i , -,-, : 122 (\z— N___/- ----- . C) C.) -Th f .° \ t :,- ,.., • •••••••••"".... ..'N,..".'' ....'''''.... \". ...- \ .."-s- ) 1......_....:r,i_ "M•tv4ol--1 A>LAKI I fE-1-0 0, nE. E.NetsT WA‘t-teg. #4.0 DcZYsK iReg.MoVE 5.1<i6tc4 T-Azi *v. ••■••■••••■ 11■11.11.• 11.1■11011. •■••••■•••AINIMP, •■■■■ ■ZZZ :::"•■■■■• *A. • Oktfove.. i7oRnom 4.xr. vrfkLt, ft NoviVe. rog. Ket4 tAch viorDoW A *04R.T . IZIOK COMENOK14 13EM9V. foRne* Cc- 15•r•G WAIA. StQL•k - y ciP 114 E-04 (CPRa)u tr.docrogAL—V-1\16INSE19 1 C (4r_xe.1 No1er4 RA‘seo ft4oR C,owe)our ttituz. .1.16 ML:v . i0121 - 1K4 cif F.)6 PPATITTloil JKOV 4. al41.4 extsr: (c(AAut:x w Grtz ,54q4 ie-move gxi Sr, DOA - DO4KFRAtilEe 419 • Wtql) ivICV. e 4^6F5 RE.vtovE. PLA1471144 viATERIAL-- AORK) RAt5E-17 ?IA 1111 11111111111M111 MI111111111111111 1 1c SL /‘14W Cit.Aeh !,/,c2( 1261.A1 Iff -- rec-14 - cpi - #0011-t-tRKI - erb suppovi woco \)9Krs (34ra4i-e8g PINE) iv2 0. ( 1/Qvtii-S romminessmilli .0011.11/ it* R5F, L IV DIA, ROI fIZE4W CouM\Y7 1 NI :AM Pect2 1 •••••mrir ,t) I/561W,j) lisawassist • ..11•• 111■••■••• •••■•••••••1 1.1.1110.014 1100.11.1•11. 11011■11 ■••••••■ •■■• •••■• •■•■10 warm& ....a/4 ma...4 %& Wu] P/K - V4 ct•I a) t-oext144 S ( tot. RizoNu1/41, ait ct\14 • mu, NSW tAIIND0116 E-XT. 5.1EVAITioN ouno 111111111 OP • • • S CHINDLER ARCITTECTS PA. 401,0•A lli m a i pm.aviripprAMINftwalearr 2100 CORAL WAY SUITE # 405 MIAMI FLORIDA 33145 PM (105) 8544688 FX. (305) 854-6162 41111111.111011111 Atriamilellasassio , CLIENT: ADDRESS...111.M • IIIMMINSImirmaimpairourwirrmmosurrorrar, Prr ILE: NANNIONIONONIONIMINI•101111111•0111•10101wailM01101111111111W SCALE: DATE: JOB NO: DESIGNED: ■I .(A) 06. DRAWN: 4.W CHECKED. APPROVED: ■ NO. 1 2 3 4 5 6 7 ,■• REVISION SHEET OF ' aralimarrowsilmlimmollolkommoors SCALE• 1 8" = 1'-0" DATE: 11 -20 -99 JOB NO.: ADDRESS:1191 NW 99 ST. DESIGNED: C.A.J. DRAWN: V.W. CHECKED: C.A.J. APPROVED: J.S. CLIENT: NAME: SUSAN ACKLEY ADDRESS:1191 NW 99 ST. MIAMI SHORES -FL 33138 0 0) N 0 w REMOVE THIS RECEPTACLES. INTERCEPT WIRES AT THE BCX AND EXTEND CIRCUIT TO NEW OUTLETS SHOWN ON NEW FLOOR PLAN C Q O 7 J REMOVE EXISTING PANEL LJ 1 EXISTING FLOOR /DEMOLITION PLAN SCALE: 1i4• = V-o REMOVE THIS OUTLET REMOVE SWITCH. DISCONNECT WIRES FRO NEXT JUNCTION BOX. PUT A COVER PLATE AND ABANDON IN WALL. 1 PROVIDE FLAT COVER TO OLD RECEPTACLE BOXES. I!1 SEE NOTE 2 EXISTING A1-2 -e I A+ 25 ()) O /23 DRYER WASHER DN A -10 � GFI A G FI -e Pk] 11 /3 -12 A -19 A -11 GFI waimeme 111111111111M■MIES11,■ ■■11•.MVM111,11 r iR. ■.r ■11111um -iIIIIYIIIIIIIII i i \At TO EXISTING LIGHTS. P A -17 111 111111111 1111 11 EXISTING TO REMAIN EXISTING A -9 A -12 A -11 -PANEL 'A' (NEW). SEE NOTE 1. RELOCATE SWITCH TO THIS WALL EXISTING A -12 EXISTING TO REMAIN RELOCATE SWITCH TO THI WALL o EXISTING Ira EXISTING o J TO EXISTING LIGHTS. EXISTING EXISTING 1 EXISTING EXISTING TO REMAIN 0 SEE NOTE 2 ELECTRICAL FLOOR PLAN SCALE: 1/4" = V-0" CONSTRUCTION NOTES 1. INDENTIFY AND TAG ALL CIRCUITS WIRES COMING INTO EXISTING PANEL. DISCONNECT EXISTING PANEL AND REMOVE ENTIRE ASSEMBLY. PATCH WALL TO THE KITCHEN SIDE. PROVIDE NEW PANEL PER LEGEND AND SCHEDULE, AT THE SAME SPOT, FACING TOWARD THE DINING ROOM. 2. ALL OUTDOOR W.P. RECEPTACLES AND WALL MOUNTED FIXTURES ARE EXISTING TO REMAIN. SEE NOTE 2 SEE NOTE 2 EXISTING TO REMAIN. 2100 CORAL WAY SUITE #405 MIAMI FLORIDA 33145 PH. (305) 854 -8688 FX. (303) 854 -6162 TITLE: INTERIOR REMODELING NO. 1 2 3 4 5 6 7 REVISIO\ SHEET OF PANEL: 'A' (\EW -LOAD CENTER STYLE) VOLTAGE: 120/240 V. 2PH, 3W. E M.C.B. : 200 A. M.C.B. BUS RATING: 225 A. AIC RATING: 14K M.L.O. : N/A LOCATION: LIVING ROOM. MOUNTING: FLUSH MTD. CKT NO. IDENTIFICATION LOAD CIRCUIT BREAKER LOAD IDENTIFICATION CKT NO. PHASE (KVA) TRIP POLES POLES TRIP (KVA) PHASE 1 RANGE A 4 50 2 3.0 A EXISTING WAT. HTR. 2 3 1 B 4 2 40 3.0 B j 4 5 EXISTING LTS. & RECEPTS. A .7 15 1 1 15 .7 A EXISTING LTS. & RECEPTS. 6 7 EXISTING LTS. & RECEPTS. B .7 15 1 1 15 .7 B EXISTING LTS. & RECEPTS. 8 9 LTS. KITCHEN A .6 15 1 1 15 .7 A BATHROOM LTS. Sc RCPTS. 10 11 SMALL APPLIANCES CKT. B 1.5 20 1 1 20 1.5 B SMALL APPLIANCES CKT. 12 13 EXISTING LTS. & RCPTS. A .7 15 1 1 15 .7 A EXISTING LTS. & RCPTS. 14 15 EXISTING LTS. & RCPTS. B .7 15 1 1 15 .7 B EXISTING. LTS & RCPTS. 16 17 REFRIG. A 1.3 20 1 2 ,___.--- 3.7 A EXISTING A/C UNIT 18 19 DISHWASHER B 1.5 20 1 � 50 3.7 B i 20 21 DRYER A 2.5 30 1 15 .7 A EXISTING LTS. & RCPTS. 22 23 B 2.5 2 X X B SPACE 24 25 WASH. MACHINE A 1.5 20 1 X X A X 26 27 SPARE B 20 1 X X B X 28 29 A 20 1 X X A X 30 31 B 20 1 X X B X 32 33 A 20 1 X X A X 34 35 B 20 1 X X B X 36 38 40 42 TOTALS: 21.7 19.1 TOTAL KVA PHASE A: 20.8 TOTAL CONNECTED KVA: 40.8 TOTAL KVA PHASE B: 20.0 TOTAL DEMAND KVA: 25.6 TOTAL DEMAND AMPS: 106.7 AMPS CLIENT: NAME: SUSAN ACKLEY ADDRESS: NE 99 ST MIAMI SHORES -FL 33138 LOADS: FEEDER LOAD CALCULATIONS PER NEC 230 -30 SMALL APPLIANCES CIRCUITS. 2 x 1500 VA LTS. & RCPTS. 3 VA x 1910 Sq. fT. ALL PERMANENT LARGE APPLIANCES SUB -TOTAL ALL OTHER LOADS CALCS: TOTAL DEMAND VA = 3000 = 5730 = 21800 = 30530 VA 1. LARGEST LOAD OF AIR CONDITIONING © 100% = 7400 2. 100% FIRST 10 KVA OF ALL OTHER LOADS = 10000 3. 40% OF REMAINDER OF ALL OTHER LOADS = 8212 = 25612 VA CONSTRUCTION NOTES 1. INDENTIFY AND TAG ALL CIRCUITS WIRES COMING INTO EXISTING PANEL. DISCONNECT EXISTING PANEL AND REMOVE ENTIRE ASSEMBLY. PATCH WALL TO THE KITCHEN SIDE. PROVIDE NEW PANEL PER LEGEND AND SCHEDULE, AT THE SAME SPOT, BUT FACING TOWARD THE DINING ROOM. NEW PANEL 'A' [ 3 #3/0 - 2 "C. +1 #6 GND. 3/4" 0 C.W.P. �. NOT TO SCALE 0 I #6 CU. GND. PARTIAL RISER DIAGRAM ELECTRICAL LEGEND SYMBOL NEW PANEL. LOAD CENTER TYPE WITH MAIN BKR. 120/240V. 1PH. 3 W. WITH GROUNDING BAR. DUPLEX RECEPTACLE. 20A. 125V. RESIDENTIAL GRADE. SINGLE RECEPTACLE. 20A. 250V. RESIDENTIAL GRADE. DUPLEX RECEPTACLE. GROUNDING TYPE. MOUNTED ABOVE COUNTER LEVEL. 20A. 125V. RESIDENTIAL GRADE. SINGLE RECEPTACLE. 250V. COORDINATE WITH EQUIPMENT MANUFACTURER OR APPLIANCE VENDOR FOR SPECIFICATIONS. 1 GANG WALL BOX FOR VANITY MIRROR LIHTING FIXTURE EXISTING WALL MOUNTED ELECTRICAL BOX. 0 CEILING MOUNTED JUNCTION BOXES FOR LIGHTING FIXTURES. S TOGGLE SWITCH. WALL MOUNTED AT 48" A.F.F. GFI GROUND FAULT INTERRUPTER CAPACITY AT THIS CIRCUIT. CD' SMOKE DETECTOR RESIDENTIAL TYPE. 120V. AC. WITH PIEZO TWEETER SOUND ALARM. ALL HEADS IN ONE ZONE FOR ANNUNCIATION. CONNECT TO KITCHEN LIGHTS AHEAD AHEAD OF SWITCHING CONFIGURATION. P 4 DESCRIPTION WEATHER HEAD. 200 CL MTR. NEMA 3R 2/200 A DISC. BKR. MIN. 6' APART AERIAL SERVICE BY FPL. NOTE: 3 #3/0 - 2 "C. s 3/4 "0 x 10' L. COOPER CLAD GROUND BAR. SERVICE ENTRANCE WEATHER HEAD SHALL BE MOUNTED TO PROVIDE AT LEAST 10 FT. CLEARANCE FROM GRADE LEVEL TO ENTRANCE WIRES. LJ..JJ i SCHINDLER ARCHITECTS P.A. 2100 CORAL WAY SUITE #405 MIAMI FLORIDA 33145 PH. (305) 854 -8688 FX. (303) 854 -6162 TITLE: INTERIOR REMODELING SCALE• DATE: JOB NO.: DESIGNED: NO TO SCALE 10 -20 -99 C.A.J. DRAWN: C.A.J. CHECKED: APPROVED: J.S. NO. 1 2 3 4 5 6 7 REVISION SHEET OF SCALE• 1/4 = 1 - 0 " DATE: 10 -20 -99 JOB NO.: MIAMI SHORES -FL DESIGNED: C.A.J. DRAWN: C,A.J. CHECKED: APPROVED: J. S. CLIENT: NAME: SUSAN ACKI FY ADDRESS: 1191 NW 99 ST. MIAMI SHORES -FL 33138 -------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ - - - -- - -------------------------------------------------------------------------------------- - - - - -- 0 (0 0 0 N rn N) N 0 rn 0 0 a) 0 Q c 0 4 c a 0 g " c a) • 0 0 0 C.) uJ w rne 0 H X w 0 EXIST. C.O. TO BE RELOCATED PER NEW PLAN. CUT AND PLUG SANITARY BRANCHES. REMOVE HOT AND COLD WATER I FAUCETS ON THIS WALL. I CAP BOTH LINES AND ABANDON.T EXTEND HOT AND COLD PLUM3IN3 LINES PER NEW PLAN. J 1 J REMOVE EXISTING HOT AND COLD VALVES HARDWARE AT THE SINK. INTERCEPT LINES AT THE WALL AND EXTEND PER NEW PLAN. SEE NEW SANITARY PLAN. I Ij II i r L_ ALL FIXTURES IN THIS BATROOM SHALL BE REMOV CUT AND CAP TOILET AND SINK LINES BELOW FLOOR. CUT AND PLUG SANITARY BRANCHES AFTER FIXTURE. REMOVAL .D. REMOVE HOT AND COLD VALVES HARDWARE. Z EXIST. MAIN. TO REMAIN. REMOVE BATHTUB. INTERCEPT WATER LINES AT THE WALL AND EXTEND TO NEW SINK PER NEW FLOOR PLAN. H J SANITARY AND PLUMBING DEMOLITION PLAN SCALE: 1/4" = 1' -0" CONT. TO c a EXIST. BATHROOM 1 ilL 2" I I H.S. L � -- 1 1/2" " " / 2 D.S. 3" D.W. 1 1/2" CONTINUE TO EXISTING EXISTING 2" VTR. EXISTING 4" MAIN CONT. TO D. FIELD. I 6 CLEAN OUT X11 2 SEE NOTE 2 2" TIE TO - EXIST. VTR SH. J 3" EXISTING WC " DRYER I U 1 IIll ■ 111111111111111111 EXISTING TUB PARTIAL SANITARY ISOMETRIC NOT TO SCALE IIIIIIIIIIIIIIIII] O.F. 4 " INTERCEPTION TO EXISTING MAIN SANIT. LINE. DN SLOPE: 4 "= 1 /16 "xL.FT. 3" = 1/8" x L. FT. 2" OR LESS = AT 1/4" x L. FT. O 0 O 0 • DW I STACK UP. � \ C.O. STACK UP. RELOCATE CLEAN OUT TO THIS END. EXISTING EXISTING TO REMAIN STACK UP. CAP ALL PREVIOUS BRANCHES TAPPED OF THE MAIN WITH NEW PLUGS AND SEaLS.. SEE NOTE 2 EXISTING CONTINUE TO EXISTING (NOT IN CONTRACT) EXISTING TO REMAIN 1 0 EXISTING EXISTING PLUMBING FLOOR PLAN SCALE: 1/4" = 1' -0" SEE NOTE 2 EXISTING EXISTING T CONSTRUCTION NOTES 1. CONNECT ALL VENTILATIONS STACKS INSIDE CEILING SPACE. CONSOLIDATE STACKS INTO EXISTING VENT THRU ROOF AT THE EXISTING TOILET WALL. 2. ALL OUTDOOR FIXTURES ARE EXISTING TO REMAIN. 3, COORDINATE EXTENSION OF A 3/4" COLD WATER PIPE WITH ELECTRICIAN FOR GROUNDING LEADER CONNECTION. EXISTING EXISTING TO REMAIN SEE NOTE 2 SEE NOTE 3. 2100 CORAL WAY SUITE #405 MIAMI FLORIDA 33145 PH. (305) 854 -8688 FX. (303) 854 -6162 TITLE: INTERIOR REMODELING NO. 1 2 3 4 5 6 7 RtiVISIO\ SIIEliT OF SCALE. DATE: JOB NO.: DESIGNED: DRAWN: CHECKED: APPROVED: ---------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------- - - - - -- ------------------------------------------------------------------ - - - - -- M rn rn N 0 cn I d ADAPT EXISTING LINES TO NEW DISH WASH VALVES. INTERCEPT EXISTING LINES AND EXTEND YO NEW SINK SEE NOTE 4. 3/4" EXIST. C.W. C DISH WASH 1/2" 1/2" H.W. 3/4" C.W. 1/2" TUB H.W. NOT TO SCALE SINK 1/2" 1/2" 1/2" H.W. / EXIST. 3.4" EXIST. C.W. H.W. CAP OLD SINK TAP SHO. C/H MIX. VALVES. K. INTERCEPT AND EXTEND C.W. LINES TO NEW FIXTURES. PLUMBING ISOMETRIC RISER 3/4" C.W. EXIST. NOTE 5. PROVIDE ANTISCOLD SHUT -OFF VALVE AND SHOWER HEAD ASSEMBLY. L A W.C. 1 7 7-1/2 " INTERCEPT AND EXTEND COLD AND HOT LINES FROM OLD TUB TO NEW SINK. 1/2" H.W. SINK 1/2" C.W. HOT WATER COLD WATER IN -LINE VALVE 3/4" C.W. 1/2" H.W. l SEE NOTE 2 i EXISTING /r DRYER WASHER PN INTERCEPT AND EVEN) COLD AND HOT LINES TO NEW WASH. LOC /_TI Jb 1111111111111 00 NOTE 1. EXISTING ADAPT EXISTING HOT AND COLD LINE TO CONNECTIONS FOR DISHWASHER VALVES. EXISTING TO REMAIN NOTE 5, SCALE: 1/4" = 1' -0" EXISTING EXISTING TO REMAIN PLUMBING FLOOR PLAN EXISTING CONSTRUCTION NOTES 1. CUT EXISTING LINES. INTERCEPT AND EXTEND TO NEW FIXTURES. 2. EXTENSION OF COLD AND HOT LINES INSIDE CEILING SPACE. 3. COORDINATE EXTENSION OF A 3/4" COLD WATER PIPE WITH ELECTRICIAN FOR GROUNDING LEADER CONNECTION. 4. PROVIDE FOAM INSULATION JACKET TO HOT WATER LINE INSIDE CEILINGS. 5. HOT WATER TANK IS EXISTING TO REMAIN. EXISTING EXISTING EXISTING EXISTING TO REMAIN SEE NOTE 3. 2100 CORAL WAY SUITE #405 MIAMI FLORIDA 33145 PH. (305) 854 -8688 FX. (303) 854 -6162 CLIENT: NAME ADDRESS: TITLE: NO. 1 2 3 4 5 6 7 REVISIO\ SHI;CT OF P -2 27/1 SCAL.+-w DAI F t (,/ L 5. r? JOB NO: DESIGNED: DRAWN: CI IECKEL): APPROVED: r 4..1„..awramiralki.....,p11.4106■110~110.041104110.1.4ferabb.".L.fti...twarrisrae,Soka5.0.6.....4611.4414,1111■04fie..010Ldielelski."1,1166,114aS N 1=_, wi rl� E i I✓H.(�.�.. u • (a 7- 4 CL •_ • 4j / t ij GD 4: 13a,0kk ttvf� tF T4 i : 3�a, 5 i 4 xek ;11.,r i 11 SOILS STATEMENT BASED UPON VISUAL INSPECTION, SOIL CONSIST OF CLEAN INORGANIC SANDY MATERIAL CAPABLE OF PROVIDING A SAFE SOILS BEARING CAPACITY OF 2000 PSF. AT TIME OF CONSTRUCTION, SOILS ENGINEER SHALL SUBMIT LET CERTIFYING SPECIFIED BEARING CAPACITY BUILDING ROOF WIND PRESSURES ZONE. PRESSURE ZONE 1 36 PSF ZONE 2 61 PSF ZONE 3 ROOF D.L. 25 PSF ROOF L.L. 30 PSF EXIST. BEAM 61 PSF 2 # 6 x 4' DRILL IN 1" DiA. x 8" EPDXY FILLED HOLE NEW BEAM CONNECTION: NEW BEAM TO EXISTING BEAM NET UPLIFT 30 PSF 53 PSF 53 PSF # 5 0 9" DRILLED IN 3/4" X 6" EPDXY FILLED HOLE CONNECTION: NEW FTG. TO EXISTING FTC. - 6,,C.._;;r Ck 1.0 c�E.Qx: A ALL MATERIALS MO C0k11RUc1fll 4ETli001 SI . D N AC00fwCE 'KM 111f 90UTTi it.0R1.11 DRAWING CODE THE LATENT AO. AS11a ASO &!7C SPECt1 AfCJS ANO RECCNSAEJAQ .0 �RACT1r�L 8. COPrTRAciOA 9iltL PNALltt H11 CO5T EST)SM( PROM PL Jd iHAi ME FULLY AF'PR M:D Eft 9tlLOW OtPART140fT. FINAL Es1111Aii 5ilr l HAW . 11NO ICf FOR ALL REUJESr MIAGC IYf BEALDM C*S- MT14Eltr Gii1C3AL1 201 F CLNOATIONNSt %JIMA 3.01 cONCRtrtj A 3.0 PLYM000 ROD, SHEATH DiCe a SHEATH/ND SHALL BE C-0 OntRtKOEi Si4:Af #N0K, PANNa Nocc 32/1 S Lill/.. RATED MA EXPOSURE 1; e&1 TH1CiQ 3 111/32'. s. lNS1Mt SNEAD1MiO ODI TINUOUS OVER TWO OA MORE SPMS *UM FACE GAM MCl/40101M TO SUPPORT. 0. NAP. %INTIM TO 9..IPPORT WH 8d NAll1 VALID AT A' 0.0 AT PMP.fl EDGES AND INTER1itLlATE SUPPORTS AND 14d NAILS • E' O.C. Ai CABLE ENOS A FOLNOAriOlS 1 W BEEN PROPORTIONED WITH A OUAFTTNO QTY Of 2000 P. - ASi Di r SHAi.L BE A Li1x OE S C l1 N ACCOR�MTfl1 A E 31 II TO AM?itEVE fHf S?ECTFIED 0314PRESSNE STREWN Of 3000 PSI. t 9 - t) 15 " EME3EDED PLATE 7 X 8 X 3/4" PLATE WITH 2 3/4" DIA. X 6" WELDED STUD ANCHORS 10x102 5/8" PLATE WITH 4- 3/4" X 6" ANCHOR BOLT :F (1 V, x EITTITJ 3.0 DJ BEA A. Atl rum OE.4411 AHD thsa C,ON SWLi (ain}' 1fl1 1) E MP PREMSJONS CF THC NAa ON& DESIGN Si'EC.ti1UTIONS FOR W000 TRU OC CONSTRIIC UDLOCD lid P 4!Y RESi M A 1 illT� 4 SP J$ D tlf FC � it t METAL P'tATC I�WE W(xY) S'SE_1. F(1U<F{{D �y �r Ar"T11S3 PtN[ Qv3fh1! 3. 9..)014T SHOP ORAWANG1 rOR NJ. STRriltRM ME]Atut1 AND CONNECT)ONS TO mE *POWER FCR PRIOR TO FAEFOCATION. C. All MAMA SIE.S, CQNNECT i PUNS NOT SHOWN ON STRUCII}RAI. ORAMBNGS 9 IN THE rAmeAr10A AND O(IMEO CM Ht% SHOP ORA ra.4S O. ALL MATERIALS MO MO CONNECTIONS ARE %Aka 10 THE APPRINAL Of THE STRUC11RA1. EWANE.IA. E. MLDmABL1 UNIT STRESSES UMBER USED R I JOIST RAFTERS. TRUSSES, COLUMNS dt EXAMiS SI Wl BE Of NO LESS STRENGTH Of 12 WADI SOUTHERN PIN UJIADER USED FOR EXTERIOR OR INTERIOR DEMING WALLS 11141. 8t Of NO LESS STREWN OF STUO WADE OF sounsuot FIVE. F. IM MO. CONC. E3M. SEE PLAN BR XD 00TH OUR244 L MO CTION O AFTER PE�ENT 1RUSSf3 OOMMENTMf AND RECO& IMAT1ONS 1'0le) AS PUBLISHED ef TTu1SS PEAT1< INSTiT1J1 b ut.CTCii ENCJNO SBiALL HOED TRUSSES 1IRM T KIM) fcf MO IN A Wt GO1TON um. mum MO MOO_ TRUSS BRACAPO HAS BEM FAST TONED FOPS12440 A STRUCTUJWJ,Y SSOUNO ROOF PIUMIN0 SYSTEM. ALL EREMX:ad AND PERMANENT BRK]NO Sii 4i BC INSrAU3.D MO ALL TRUSSES PERW EXitY FASTENED BEE ORE APPUGABON OF ANY LOADS TO TT It W000 ERAILM) SW Ell • ALL I. AC.NO REUUARt: E1i13 ALCM) .1111 i'L LANENT siiitcTURA. CROSS MAC &A TO ENSURE ()WWI. RO1 1 f OF at ROOF SYSR11 S - Mi. Bt i)■ AOCOROAN( MTh air 1 ROOF TRUSS OESPCNERI FLANS, SAM ERECTION OF TRUSsi3 tS f NsiBRAY Cf THE AURDAIO COWTRA4C10R. STEEL COLUMN TS 4x4x 1/4" ISOLATION JOINT — x — x __ x COVER COLUMN WITH WATERPROOFING MENBRANE _ _4 j NOTE: FILL COLUMNS WITH CONCRETE F'c =3000 PSI PROVIDE 1/4" WEEP HOLES AS READ. FOR PROPER CONCRETE PLACEMENT TYPICAL STEEL COLUMN CONNECTION TO BEAM & FOOTING. \ ,\1/ ;I �y Iry FT SEE PLAN 4 it (.C1,16 , • L ID %C ( 10/1r) Ul �kJ F //V7 \%\ tky floK; ` + \F • �� 4 _v � c r2- t T? E� ). E- Y EJ.k) eit E 1 . \II r>I��r5 dL- 5 Tr t I�c r �� I f N =4J P:f x+41 rp r.f t� "1 �C� Tl6 - - 4d< 4 `DV t SHEET OF S CI ER ARCiII'I EC' PA. 2100 CORAL WAY SUITE II 405 MIA11II FLORIDA 33145 P1I. (305) 851 -8688 F X. (305) 854-6162 . CLIENI NAME 4 LE`/ ADDRESS: It ( 1 KJ,E '-? 1 T MtA111I TITLE: / CO PIP i1BOi11• $Y