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Metro South Plans 8-30-13Tmilim"', MINOT AWNING ABOVE oRnMMvi wr SW 61 ST AVE rAI0 I INU 0UILUIrA%2 FENCf Architectural Site Plan C 1 3132'z1 '-O' SHEET NOTES A THIS SITE PLAN IS MEANT TO SHOW RELATIONSHIPS MRUME AROOI BETWEEN BUILDINGS ON SITE. REFER TO SHEET SET DISTRIBUTIONS: A1.02 FOR UNIT MIX AND BUILDING AREAS ARCHITECTURE & LBREFERTOAPPROVEDCIVI ENGINEER'S SITE PLAN INTERIOR DESIGN, INC. AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISH GRADES, FLOOR ELEVATIONS, UTILITIES. DRAINAGE, ETC. 0b—ft"Rftk**A C REFER TO APPROVED LANDSCAPE ARCHITECTS 746.e—t--%..R. 1121 DRAWINGS FOR ALL LANDSCAPED AREAS, ok—to 3pdngs, q 32701 A HARDSCAPES, TREES AND PLANTINGS, ETC. phwe: 407.830.1400 f- 407.830.4143 AAOD02731 D REFER TO SHEET A1.03 FOR SITE WORK GENERAL NOTES k E MY DIMENSIONS SHOWN ON THIS ARCHITECTURAL SITE PLAN SHALL BE VERIFIED WITH CIVIL ENGINEERS DRAWINGS PRIOR TO START OF CONSTRUCTION F REFER TO APPROVED CIVIL ENGINEETS DRAWINGS SHEET REVISIONS. FOR SITE PLAN ELEVATIONS FOR ACCESSIBILITY BENEFIC'MROUTESANDHANDICAPCOMPLIANTSLOPES. SLOPES SHALL NOT EXCEED 1:20 COMMUNITIES of EDITED BY: JD Metro South Apartments I PROJECT NO. 11-2795 Soulh Miami, FL Site Plan James B 8" AROOI 1_ SET DISTRIBUTIONS: wwaE' VY141Q 90wk"44. 0b—ft"Rftk**A WS12 WftR.&**n OTIM12 ftW&W 01131(12 On Rv. Sd MMT12 P.ASM SHEET REVISIONS. of EDITED BY: JD I PROJECT NO. 11-2795 Site Plan n EME SYMBOL LEGEND 62 ABgMTM M soars &PPI arm a ra Lwnvaa 152 Mearthan S.Wv on W.wgew 09 o'" G. PW C—W P* Mh* S.0k EME SYMBOL LEGEND ABgMTMIgmP* soars &PPI arm a ra Lwnvaa C.Wb B.A, Mearthan S.Wv on W.wgew o'" G. PW C—W P* Mh* S.0k Mh* T*O- G. V.W vW& tk .. od M,111,* D141. NaW AW. C.N.U. 6 FA11L Q 01 ME 0 0170611-1 ilk I MIZAA W0001 INTA LOCATION MAP ILTJL SKIM 25-54-40 SURVEYOR'S NOTE: Allhough care was taken Wflh the Identification of the Iness noted hereon, an amorIM, landscape architect, Wants[, anwronmenial specialist or others with advanced educallon In dendrology should be utilized If critical IdenfificcRion of the trees Is required. IFIRRIWRMI I W, i MINi 0101 1 1 i 10 Wil of the Public Records of Miami-Dade County, Hand a. 5UTVEYOTS VOTES: 909411 Injim Lj= This Is to carfiN to the heroin named firm and/or persons, that In my professional opInlon, this map or plat of the heroin described property Is true and coned as recenth, surveyed and platted under my direction. I further cerfify that this map or plat and the survey on which It Is based ruses the Minimum Technical Standard Requirements, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth In Chapter 5517, Floras AdministraWe Code, under Sedlons 53-17.051 and 5J-17.052 and Is a BOUNDARY SURVEY' as defined In Section 5517A50(10)(l). u to 0 to WMW U) z a- 6 5 ii 110 11 11 10:144 wifft fsrjwj 1/8"=V-O" 6T£ - 8th _ _ r F T'd l 93'$ g SHEET NOTES 0 KEY NOTES 3 B FORUMNAREFERTOSHEETA1.03 FOR GENERAL NOTES 01 STUCCO WALL FINISH PER ASSEMBLY, TYP, B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTIONO2 1 112' WIDE STUCCO REVEAL ACCESSORY, TYP. ASSEMBLIES PROVIDE SEALANT AT END TERMINATIONS. ARCHITECTURE& C REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR 03 CONTROL JOINT ,TYR.WHEREVERTICALJOINTS - -- INTERIOR DESIGN, INC. AND WINDOW DETAILS MEET HORIZONTAL JOINTS OR WINDOWS, OR DOORS, I ARCICEMILRE I HTSWRIDESIGN OP &91 PROVIDE SEALANT IN VERTICAL JOINTS EXTENDING D DIMENSIONS AND WALL TYPES NOTED ON ABOVE THE INTERSECTION ELEVATIONS INDICATE AREAS OF ACCENT f45?xlnwefuev.nt..wxd+aa -tiltFURR - OUTS. REFER TO SECTIONS FOR ADDITIONAL 04 PRE - FABRICATED ALUM GUARDRAIL WITH OPEN MemonPe spdm. 1 32701INFORMATIONMESHINFILLPANELS, TYP. ph— :407.830.14000 a 05 HORIZONTAL ROLLER WINDOW WITH INSECT SCREEN, 0 Sex: 407.830.4143 AA0002731 TYP. xxmw.uzmrcarrrwteadurrn.wm yyi 06 FIXED WINDOW, TYP. . PROJECT NO, 11 -2795: 07 PREFABRICATED ALUMINUM SUN SHADE, TYP. E 06 ALUMIGLASS STOREFRONT SYSTEM 09 FLUSH PANEL DOOR PER SCHEDULE 10. METAL PARAPET CAP AND DECORATIVE RAISED STUCCO TRIM BAND, TYP. COMMUNITIES 11 METAL PARAPET CAP, TYP.. fi aaaapn od,e s.om, n.aaxai 12 PREFABRICATED MESH SCREEN GUARD 13 STUCCO TRIM BAND 14 STONE VENEER 15 ALUMINUM TRELLIS PER LANDSCAPE ARCHITECT South 16 ALUMINUM CLAD FASCIA 8 Apartments17FALSEBALCONY- PRE - FABRICATED ALUMINUM WITH OPEN MESH INFILL PANELS 18 GARAGE ENTRY 19 TRASH CHUTE CHIMNEY S South Miami, FL tli 11 A6.12 S. W. 61stAvanue 1(B " =1 ° -0" o James B,. Black AR0011224 SET DISTRIBUTIONS: 612412 .. Coif9R 8e PlN w I Ne!'lavflf OP &91 0 1Pt1Pna_, Wrs r . aswa uP OW13 a SHEET REVISIONS: i yyi EDITEDBrY. JD RPKF PROJECT NO, 11 -2795: tli 11 A6.12 S. W. 61stAvanue 1(B " =1 ° -0" o Sunset Drive looking north Sunset Drive looking west Site looking south Sunset Drive looking east I PAPA 7-. azed by lW MbN-Dade CWMV PI"' V*Ay RAPA- J' UA&W—d C.Ud. W1 .,q* fih IW T—A, Wely Ad, HS 3183, Fllda whkh h."'alm bug 1l, W A, Se 9.11 ... 0: OSHA Sb`dd29C Part 1926, S.bpal R E...U. . T-0- b C t—1 blds W V.ndl . . . b... d-P) MI.& '.W to N. rdy W.Wd., wrifibb b.-. of ..pr—, -MM. ll—dWiyng h. —1 .1 bzll.. Ad 10 any W.-mb ambg raga —U of ll. aw. .' .1he, P—ma Q.W, G: En 1. W W."bw w 0. ." W th. ax—lon ., d.,ip W —lmaioS 0 any 0, All axlsBln6 9M9Iee. and f.M— {.I— W bel- V1.bdj h— b— 0— 1. t. Eie FTile aCATV, _G *0: All b." W bMw g-14 B WA, W%Ph.. Ad 0. ARM IbAwM " the b-.I.W .1 thlb pr,4" shall be --d rsd ar 1,.r...d .1 IN, 6UM d bay lk. G-Uami. shW —&.1e wan the approp M. W&y. 1. ".11im . —pW* —lhAd W —Mpfl.hh9 ft A —1dn. *A 6-.Al.local bd "l—I lbby, And M.Mdb g—kT lh-- m6— l y'—bA PO M b--. 'k. pr y d 1h. rtreetor and — A b. d y "-Y k.. ft M. by W 2 P—WjUl exWa asP NWt s A —.1. paaem.9 lcgd r ib P. k —dnbs .1 W. pl.P.M shA be .—. .4 dIVOd n@ by ft 1-1. The dfin and. NAW9 W b. "ll be 61ed W _MrlW=pS WNh daAgn VedlAWAn, Any —uR.bW —l" "I be is by Ure —t—,W MIAMI-DADF, FLORIDA 300' Metro South Senior N MI 11 DEMOLITION PLJ LEGEND PRW= PAUM MT. cmwz ma" CXWK m3wx 0 4A"mmy kw m"m at*xmv mt am K PR(P. PLLIG & FVQ cc Dw. PLIJG W PW. TAP. REEW A VAUE 041 DW. TAP. REW a VAUE FRV. SW MW-W mw. sm Umm 3-0 PRUP. CATCH BASIN & WO 0 DW. SAN WINIME 0 mm ma mom DW WU LAIM Ab OW. UWff POLE E-- CW POLE MOM DIST. INIET LAMP IN EIM WATER DIST CATCH UM W7 DAMAGE KIET a OW. age" ON DIST STFIXT sm yD DIST. PAWK " Metro South Senior N MI 11 DEMOLITION PLJ 11111110 6101 SUNSET DRIVE o w D z CID C6 fA 94 BARS, 12° C-C MINESI C-C I STANDARDI EXFILT IFORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANAW I AIRCHnECTURE I INTERSDIRDESIGN 9 1won"Ol WAO 1121 inl. prinp 032701ph— 407,i30,1400 1- 40 030.4143 IM"09014444, I I HEIM MODEL 1. PLASTIC FILTER FABRIC CAT 9A. ME) SMALL BE USED IN BARRYe . A AS N TED ON PLANS AND/011 A. DIRECTED BY THE GRANGER BOTTOM OF THE EXFILTRAYON TRENCH WALL M ELEVATION I-HR.W N MY CA THE GALLAS ROCK HAS BEEN PLACED TO THE PS PER ELEVATION', IT W LL BE ULLY WASHISO DOWN WITH CLEAN WATER IN MGM TO ALLOW FOR HTI T uoil pI* WWI= w1low BL SETTLIMEN r MAY WCUS, IF IT GOOD TAKE PLACE. ADDITIONAL BALLAST ROCK WILL BE AM. To PC BAR THE BALLAST ROCK TO THE PROPER ELEVATION, 90 THAT 7K ERFILTRATHAI TREMA. L El COMPUTED IN ACCORDANCE WITH THE MTAA.& hl ON STRIPES - N46DIVERTELEVAIMTOBEADSHOWNINPLANS. RE NOTE t' SAW FILM 62. PH VICE I FT. OF SAW BELOW MVERT OF PERFORATED FSHO BOTTOM ELEV. FLAthe FILTERCETAR. PER METROPOLITAN DAM COUNTY PUBLIC WOMB DEPARTMENT ED IJ HUGE NOTE 2) I" Ea - ALL-lRAY§—=l0L AEG b WME, THIS TAL 19 TO ME NEAR FAIR REF T. Xf, TWMbf I MANATEE -OFF, THE WERT OF IMPE TO BE ADKNOR91, MAY BE USED IN AREAS WHERE TRENCH 1114 AS W.C. M IF MMA T WALLS WILL NOT STANDTVERWTAICAL g AM =1 HE WATER OR11114ORDER Ay A MFM' MCM ZZ LOWER WHERE CAVE IN BELOW OR — OTHER MEAM THE IMPORT W TABLE 18 LIKELY TO OCCUR. TO BE3AUSEDATTHEENGINEER'S DISCRETION. STANDARD STORM DRAINAGE DETAIL so a TEC EXIFILTRATION TRENCH 1.1 (MOD) URing E%mers - Lang Flonners 4 Coral Ow In 9BlYFArlFL3315, T, R0560a 24'w S-ulvldoC-4 Z LEGEND SET DISTRIBUTIONS: DOM P VEMENT PA. EEXISTCONCRETESDENMUK RINGS emwxwmx 0 1 WRAP A A2S SHEET REV ' ISIONS: 0o daWEWAS f YdCK D aLlr5m- 0 FORM KAISER PA AS%BEf A 41 ir am WIN PROF. PLUB h FVO OR DIST. M w PROP, TAP MW & Y&W HI EAST. TAP: REM 6 VALVE A PROF. UK no-ouT ? EDITED BY: 2A I.: SAN WMM VIROJEC707--, 1-572 3- EGGS VATOI BREAK BY TOO 0 DoE SM mom MISS sum uARNM t BEST MO UMK 3 DRAINAGE PLAN DIST USIRY BOX E--- DIST BOX ANCHOR oMTSTREETLAW MT Nam F. BE EMST •aim hM DRAINAGE PLAN 0 EMT, CATCH BASIN Mfl MT. DRAINAGE INUET a MT. MICRON BOB L MT SIREEF SIGN 0 W. POW MM EMST MM MAM C-20 ii is LJ 1.0 PROP. WATER SERVICE/FIRE LINE DETAIL SCALE: In - 5' NU., USE N" CL VALVE BOX FOR ALL MAN UNE VALVES- MIM MKIF2,0, MMR VAULT . WPM- 2)MRJER OOK To @` IN 5 °m95' 4 2-N AS GATETHICK SLAB WRH 16 - W 1.4, W 14 W.W M VEXPOSED METAUJC RENDS E TO M ROAM en C PANT INSTALLATIM LQ Q SKETCH 0APORnON SEC11ON 25, TOWNSHIP 54 SOUTH, RANGE 40 EAST MIAMI—DADF, FLORIDA 300' ARCHITECTURE & INTERIOR DESIGN, INC. 9=7149M Senior SET DISTRIBUI L0Nj____ SITE WATER SEWER gm LEGEND- T PRWM PAVOW Out Om"T biwlkk y am Q( FRW. FLLM & FVQ M TAAPREEW 6 VN.%E Ml EMST TAP, R&W 6 YAUE PRW. UK SAG-M PROP. SAM MANW SM MM MANKLE DO MH LAMM xr ow Ulm POLL c--- MT. POLE ANMOR OUT SRIT LAW Dw awl Tfa 1W DW. WATER METER qu MT ORMAM Ka 0 ow. MOM so IBM mw so 0 MT FNM mm ARCHITECTURE & INTERIOR DESIGN, INC. 9=7149M Senior SET DISTRIBUI L0Nj____ SITE WATER SEWER gm I nAK, *0 fAckre A 11% P "C- knX te, R -,11ol XCXotlk . W M.WWW 0' ItCROSEWOODO`B 13 PG 62) M111 `A5 ,a`X,, MoMav aAn lTMt Mm Pb I. 7"Cam W a* k,k, RNS A, K u ee, l, 'l, I Ilel""? I el 11, BLOCK 2, LOT 5 PROP, 12' RIM a: Wl %- K 05.10 cw m y"i 10, M " A, 3 A, W 4,,K M1 1. 1," e, C; ee I N Y.. 51-le, Averrwearc gmne W45 s , In ment'D W k,k`r are r RA, Mz W W, i Wa.w 0-1 Y/ 2' F.M. PER WS 10- 4 R1 1W, MAN I W GS IARt 1n1AAwy5N McK %K W A W OF 1kkWW) A All earthing knWaymal, willfbas ddend, & We. ground), or suraws, face- dW.,Id during conatheaction of this probeel shall be acklared to equal or beafter heraftion by the conamulor In K A, 1K, - fe -1 STA 2+43.43 (101) at kokaly kITA 91., We 1VrrkAr9q0 a 0°,t WM wrl VI-AT F, directed by the Miati-Dade County Raise, W.A. snap for ff, nrk, W X, .. W, acs. —1" — IT dt4 u`,oK SEE DETAL 80,0111 ry v: W `Y9.1 Wfoy'Amm (.WO At www) %t`L If AS Kun A Al fxX VMTI tot N 't, —.1 am Ml- A -,Wt .1 .1w`eW I Ilee eW I in slew. top 2hageni T kl': 1,1, wnrl W" roon 1. -1 of An - -a rmmarws 11"'111 ke I e FE 11 tr'. xw-A A .-,. q-uk- . COST. SAN, LAL M BE Willi nuuQ,,o er.MO-s ryv, llotta,m ArO, A nalur, 10, ke, 0— k- 11C log accordance with IS. No.1 .1.1hibl. River- I too WHIS, .[I— and ..ad. obtained by yuparialony caboose water madry, and graw1hy fitkdoatt. kinchron type, sr,sab- of count comer kol I,",) U-1e, I- VIA I zb. el, k7 KD% IY 1. A"Xff NAL vxt PROJECT No. 1572 cnkra ORS IMH ry CL Wim k4rfTVDet L —el —0 STA 2+05 (M) A., k,k%te A—, koor-. a-, M, W .0 A EXTENSION A, i"Kito . .... &MYN, KrA " AW, a eek-gear *0 Aky KC V-D " E; LFLY AEIPQlafftlllfi-P FOR VERWYN11 PLXMD OR V..., A. cap otx A, - 5-M W'keC. .1 Am&A` R.MWk . oAP lo exk% 1. A Elk— K. ED A W- 5 9m& la'Yoka M YC, Mm "ANIC New Woo-W, merh2WA OWNER mpO M u WacgrAkm M1.01MMIM, rm x1opal, H 41 Kv MW DNA MW XMINEW toy to 9 Max W %?R*V PUM my TIE ell l,e le- to W-T 0 moo k"x aD .11- l}- "1 11 o, MI. 10 W. 1N knit 8 94104 (1 you, AN limp r1w Awl M wrtem M COST. Euc. (U) I z R—" 1- 11' 7. fig, an PLAN P.J PROP. 8 UIUHT ULDG.,,. .. .... ......... .. .. .. SPALE: 11' ta. 6101 SUNSET DRIVE CS re: STANDARD REQUIREMENTS WATERS AND SEWER M a11111111111hltl M iAt, I a, 2 2-,2 PER %lf III Lxm c, Ice nc t An, Ce ROJOVE EMST. 12- PLUG; rxra er AV, W AW, to Mimi LJ mm, =ft v7pwitot* di - sat ade M.4 Lj EAST. 12' A C. VJ (E-2522) Ilri- S.W. 72nd STREET 6 I nAK, *0 fAckre A 11% P "C- knX te, R -,11ol XCXotlk . W M.WWW 0' ItC 1( H M111 `A5 ,a`X,, MoMav aAn lTMt Mm Pb I. 7"Cam W a* k,k, RNS A, K u ee, l, 'l, I Ilel""? I el 11, e 1ek , V', V 31 1, U11"AK a: Wl %- K 05.10 cw m y"i 10, M " A, 3 A, W 4,,K M1 1. 1," e, C; ee I N Y.. 51-le, Averrwearc gmne W45 s , In ment'D W k,k`r are r RA, Mz W W, i Wa.w 0-1 ra 4 R1 1W, MAN I W GS IARt 1n1AAwy5N McK %K W A W OF 1kkWW) A All earthing knWaymal, willfbas ddend, & We. ground), or suraws, face- dW.,Id during conatheaction of this probeel shall be acklared to equal or beafter heraftion by the conamulor In K A, 1K, - fe -1 e%k,-ie 11 „'l at kokaly kITA 91., We 1VrrkAr9q0 a 0°,t WM wrl VI-AT F, directed by the Miati-Dade County Raise, W.A. snap for ff, nrk, W X, .. W, acs. —1" — IT dt4 u`,oK 6 bideargaeund Connector ch,11 nowly with the Trench Safety Ad, HE Mad, Handle Makatea, mV1 W 9D v: W `Y9.1 Wfoy'Amm (.WO At www) %t`L If AS Kun A Al fxX VMTI tot a> OSHA Standard 21) C F R Pan 1926, Subpart P, Exhaustion and The het,. le Contend blue be trench cal—fl.. (In an— of 5 cal deep} shall Include mlerance to N 't, —.1 am Ml- A -,Wt .1 .1w`eW I Ilee eW I in slew. top 2hageni T kl': 1,1, wnrl W" roon 1. -1 of An - -a rmmarws 11"'111 ke I e FE 11 tr'. xw-A A .-,. q-uk- . nuuQ,,o er.MO-s ryv, llotta,m ArO, A nalur, 10, ke, 0— k- 11C log accordance with IS. No.1 .1.1hibl. River- I too WHIS, .[I— and ..ad. obtained by yuparialony caboose water madry, and graw1hy fitkdoatt. kinchron type, sr,sab- of count comer kol I,",) U-1e, I- VIA I zb. el, k7 KD% IY 1. A"Xff NAL vxt PROJECT No. 1572 cnkra ORS IMH ry CL Wim k4rfTVDet L —el —0 11leee e-,-, l e V- -1 1 le "Y' el A., k,k%te A—, koor-. a-, M, W .0 A EXTENSION A, i"Kito . .... &MYN, KrA " AW, a eek-gear *0 Aky KC V-D " E; LFLY AEIPQlafftlllfi-P FOR VERWYN11 PLXMD OR V..., A. cap otx A, - 5-M W'keC. .1 Am&A` R.MWk . oAP lo exk% 1. A Elk— K. ED A W- 5 9m& la'Yoka M YC, Mm "ANIC New Woo-W, merh2WA OWNER mpO M u WacgrAkm M1.01MMIM, rm x1opal, H 41 Kv MW DNA MW XMINEW toy to 9 Max W %?R*V PUM my TIE ell l,e le- to W-T 0 moo k"x aD .11- l}- "1 11 o, MI. 10 W. 1N knit 8 94104 (1 you, AN limp r1w Awl M wrtem A." V.'A(=111-wr A'mt FKZ-111 el. ,W, SA20' A`,,',Xpl. ltl' 4v- Ip= ew,- g Ow It kyl 10M yt tafr igl%g KITH, W, IWIV, w!"ir a vIlAo"111) an RAVil v P4 R—" 1- 11' 7. GS CS STANDARD REQUIREMENTS WATERS AND SEWER M a11111111111hltl M iAt, I a, 2 2-,2CONSTRUCTION IvV11 1 1mlimmiiiIII ARCHITECTURE & INTERIOR DESIGN, INC. DEPARTMENT OF HEALTH NOTES'--,--- 1( H 56 ari I PROP® WATER SERVLC N IL Shoutlebwo'khal tal '""ACV 014.1ft 060. To ".Vade 000A SCALE- I' ® 5' Depasen fix. ENGINEER'S NOTES "er--meard—a—a" to, -!as add, at." —,a, strider-o, in.1da, ord,aLkarand -I., arses, jSej1W,2jRgjEhqhSm A All earthing knWaymal, willfbas ddend, & We. ground), or suraws, face- dW.,Id during conatheaction of this probeel shall be acklared to equal or beafter heraftion by the conamulor In Ed-A -far -!no end madian type —1 jagglibEID d- 5 Fror accordance neth MhunkDads County Public Works Standards and Specifiecliche or As lVipmuffe, directed by the Miati-Dade County Raise, W.A. snap for 6 bideargaeund Connector ch,11 nowly with the Trench Safety Ad, HE Mad, Handle Makatea, Convoy or perwaydre onlWy cowers, asedessfier form heads or reclaimed tartar ydnich necomeentas, but Is hot Inafted to the falloyAre: A a> OSHA Standard 21) C F R Pan 1926, Subpart P, Exhaustion and The het,. le Contend blue be trench cal—fl.. (In an— of 5 cal deep} shall Include mlerance to Gotyliyykaynrltkjt f ha safety standards, mitten seaddearm d numplance, and a separate !turn dental in slew. top 2hageni he cos' of motion. a Adhere 'a any special sharing requirements of the state ., tither phatmeacytol agency 9U toe4 &o env veal of on-spe power lomfindint or disposal shatem C ErgInred Is net responsible for the sandy of the excovation or design and crookedian of any refoolng YUMCAL likEPARATIONS D All A.Ung atitfll and fischinds ends. and ba. goane have bean wmAyd 1. accordance with IS. No.1 .1.1hibl. River- I too WHIS, .[I— and ..ad. obtained by yuparialony caboose water madry, and graw1hy fitkdoatt. kinchron type, sr,sab- of count comer D.W.I.. PROJECT No. 1572 WASID WATER MAIN Pressure We perakfary mwar, avaeo, wale" ffilts eam"T to" ease, rnmtkakkod wern, M EXTENSION anneal E; LFLY AEIPQlafftlllfi-P FOR VERWYN11 PLXMD OR NOTE: Center 14.111 maph of anal., -In pipe at sposengs; kul-allcely .-age pip- ED A W- 5 9m& soldnis am at least 3 Rent fidenjolnis In younum, aboad, cr,bodh feray, mains; all, merh2WA OWNER mpO feet from Joints In gram y or pressure sawards, cattle mlor romat mains or far aimed I. WA NO U w, 56 ari SET DISTRIBUTIONS: LEGAL DESCRIPTION: LOTS I AND 2, LESS THE SOUTH 21 FEET THEREOF, AND A L L OF LOTS 5 AND 4, BLOCK 2, "ROSEWOOD", ACCORDING TO THE PLAT THEREOF, RECORDED IN E PLAT BOOK 13 AT PAGE 62 OF THE PUBLIC RECORDS A OF MIAMI-DADE COUNTY, FLORIDA. SHEET REVISIONS: ag EDITED 8Y'. PROJECT No. 1572 WASID WATER MAIN EXTENSION I - -- - v AGREEMENT I.D. #21130 T111-11", 1 11 1 1 to t }52' cw STOP 4 12'x4" RE 1 REMOVE E10SF. If RUC r/ 2' IM NECT PROP. 12' D.I.P. MI ENST. 12' D.B. 04 4 I SET DISTRIBUTIONS: P E a SHEET REVISIONS t }52' cw STOP12'x4" RE PROP. 12' RUC 13 aS' tE€` f 2' EVA sr. Rsw ENST. FINISH 1116 II. 11.Si 11.44 1 I +— DOS4 6 I At, BI I M BE COST. 6' SM. UkT, 1 12' I yK... Zoo I6 TA IRV•6.91 GAG : 512: It 1 I I II f 1 I I9 M M t PROFILE SCALE: '( SCALE: '( SET DISTRIBUTIONS: P E a SHEET REVISIONS I LOT 5 EAST. CM 'TB xq4Nkz tkwKw 11 I 1 11 41- M" N PLAN SCALE: 1' - 20' SK LAT. all yn - 2, 0 rarp, I M VyA1j4KWjW,n rApIMtWIP 1. Ems, TWaph. , CAM G. 5 6- AA b.. : bdm gynd W.Wksk, Wlanh- W u. des WA.d Klab U. b-d.. .1 tlb PWeVy hWl M -.d bd Pped al Ow ighl bf y Im Go w 91,111 -d,,ale Imll, Ill spocoM, WRy. W1.y " 4W—. - —0.bM —1hod F —0i0ft thl. id —d-. mith m aw "obal I— d Vandwdy qry.'w" V- utgum d N1 yd p" sad h-6 fi4 pp" A 0,6 -AnWa, Md ad a be vWyly way k— In. site by hlvn 2 P-tN1 -irUbg -p1pWA W —.1a p--M nnbld w1hin ft b-Idw. .1 ft pr cqedy Oag be vmno- and 6V k of by ft =Updo,, The rds&V yoadnn,y and bwayo 'hall —ply aikh d"W Wdf-W. Any -W.bl. .W W,,Al W,—.d by V. nl RiHI'TECT RE & INTERIOR DESIGN, JINC. PLAWMG I ARCIVIXTIM I MMM 1=11011, 11111"IR111111 I SET DISTRIBUTIONS: 4 SHEET REVISIONS: is 4 A EDITED BY' 2A PROJECT NO, 1572 745 Mania mpw Wi. I iRl ar... p*lg fl 327 Senior ph.d.: 407, 83QI 00 F_ 4 Apartments S.W. 72nd STREET LOCA71ON SKETCH 6APORTIONOFSEC71ON25 TOWNSHIP 54 SOUTH, RANGE 40 EAST BENEFICIAlm MIAMI—DADE, FLORIDA COMMUNITIES 300' 2m J A D'h &- FL 342SI 1=11011, 11111"IR111111 I SET DISTRIBUTIONS: 4 SHEET REVISIONS: is 4 A EDITED BY' 2A PROJECT NO, 1572 Metro South Senior Apartments South Miami, FL 9 Date 22 Ricardo Herrera, P.E. F as Re No, 45996 CYI 1=11011, 11111"IR111111 I SET DISTRIBUTIONS: 4 SHEET REVISIONS: is 4 A EDITED BY' 2A PROJECT NO, 1572 Metro South Senior Apartments South Miami, FL 9 Date 22 Ricardo Herrera, P.E. F as Re No, 45996 1=11011, 11111"IR111111 I SET DISTRIBUTIONS: 4 SHEET REVISIONS: is 4 A EDITED BY' 2A PROJECT NO, 1572 OWiller. - METRO SOUTH SENIOR APARTMENTS LIMITED PARTNERSHIP A5.67 Unit Bt Plans& Interior Elevations P14.12 Second Floor Plan -2B Plumbing E16.65 IEn44xliad Floor Plans Power &Spsiearry r 2206 Jo An Diiv ®.Sarasota .Florida .34231 A5.68 i Unit B2 UFAS Plans & Interior Elevations P14.13 Third Floor Plan Plumbing 1....___mmm• - - - •- -- --- - ••• •1° - ---• - ---- - P: 941. 929.1270 x1041 F:941.929.1271.(E: dpedc @beneficialcom.coml Contact: Dusan Peric _A5.69 (Snit 83 UFAS i ~'•:.knss & lrneriariElmmions !14.14 Fourth Floor Plan Plumbing • --•- • -••• •- • --- - -- •-: A570 Unit B4 Plans& Interior Elevations P14.15 Fifth Floor Plan Plumbing E16,71 PowarRiserDaagrarr Heusat0ammerrilaiSewices 1 j 1 rm _ W-° •- ° ° °° E16.72 PowerMerDiagram-MeterGenior4f A5.79 UnB B5 Plans & Interior Elevations Pf4.16 ' SixihFtnor Jgan P4a.. rrg -. w_w --- - floor •^•^ -:: m- ° E16.73 ( Power REsorDiagram- RRoterCenter #2 A5.72 Unli 86 Plans &irnaHUr Elsvalfivttl _ P14.17 (Seventh Floor Plan Plumbing E96.74 (Fire Alarm System Riser Diagram s , Architect. F ARCHITECTURE I T I S{ r I A5.73 UnI4 E1 P ens &Interior ElevaBons P14.f & Ebh h Floor Plan Plumbl - ° 745 Oriente Avenue . Sidle 11211 Ailamonle Springs Florida . 32701 A5.74 Unh E2 Plans & Interior Elevations P14.19 ..Root Plan Plumbing -` E96.75 TelacommunicalbnBystem Risor Diagrams ., m......,., .. _ P: 407.830.1400 I F: 407.830.4143 I E: ssllveira @4orumarchitecture.coml Contact: Steve Sliveira. E16.61 EdectricalSchedules mm i 6nlorkatr Etoacians &in&S ' P94 69 Typical Enlarged Unit Plans Plumbng W.W.. P14.62 t Ttpical Enfari3 unit Plumbing E16.62 . Electrical Schedules _ ... m....____- -_ °___ ., ..............__,., ...,_.w. ,.°....,m.., ....., ...,.°..,,.,- .- ..._,. °._ E16.83 Electrical Schedules A5.91 ; Unit Details, Finish Schedule & Accessibility Nacrams P14.63 I Typical Enlarged Unit Plans Plumbing - n EDITED BY ss rce E96.84 :ElecfrieaiSchaduiesStructuralEngineer. O.N.M. & J,, INC A5.92 UFAS Unit Details &AccesibliltyDiagrams P14.64 i Typical Enlarged Unh Plans Plumbing PROJECT NO. 11 -2795E16.85 Elecirkai Schedules 321 L.A. Kirksey Street. Suite 2001 West Palm Beach . Florida . 33401.: A5.93 +FHA Ciear Fbor apace Diagrams P74.71 ,Typical Enlarged Unft Plans Plumbing -- - --- •- ° ---- -- - E16.66 Elecidcai Schedules u P: 561.835.99941 F: 561.835.8255 1 E: djackson@onmj. net I Contact: Dwayne Jackson. A5.94 FHA Clear Floor Space Diagrams - °• °-•• _ •-- - _ -- - ` & A5.95 UFAS & FHA Clear Floor Space Diagrams P14 81 Delat{s Plundaing u _. .........u.::...._.a... .... .._ ... m...,_. .......y...,.,...,......,. ..._.........,..,_.. _,.._.,_., ...w.....,... E96.91 ;.Electrical Details Storefront Sill Detail ffi 6n n rA r- w RESIDENT LOUNGE RESIDENT LOUNGE. W4 EDITED BY: PROJECT NO. 11 -2795 9 t # LIRE & INTERIOR 1 COMMUNITIES w Metro South Apartments Date is James B BI ck f 1 SHEET RDASIONS: EDITED BY: PROJECT NO. 11 -2795 9 K71\ Window Head Detail2 :...' Jamb Similar DA!DSill Detail 6"=1.-V South Miami, FL Date SHEET REVISIONS- EDITED BY: PROJECT NO. 11-2795 i 9 - . FA TVswIt Head Detail nterior Door Detail Ica,7,2le'dal TransMon 6 " ®1 0. EM DExterior Door Threshold Detail Typical 61_1"-4' ARCHITECTURE & INTERIOR DESIGN, INC. Soulh Miami, FL it I so" A9.12 A. REFER TO SHEETS A1.04 &A1.05 FOR CONSTRUCTION ASSEMBLIES B. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING DESIGN PRESSURES, GC TO SUBMIT FOR REVIEW PROPOSED NOAs FOR DOORS, WINDOWS, AND STOREFRONT, GC TO SUBMIT SHOP 2h DRAWINGSISUBMITTAL FOR ALL DOORS, WINDOWS, AND STOREFRONT C. ALL FIRE•RATED DOORS SHALL BE EQUIPPED WITH APPROVED CLOSERS, ALL FIRE-RATED DOORS AND WINDOW FRAMES SHALL DISPLAY REQUIRED LABELS, INDICATED NAME OF MANUFACTURER AND THIRD PARTY INSPECTION AGENCY IN COMPLIANCE W/ FBC 7`15.4.6.3 AND 715AC4 D. ALL DOOR HARDWARE TO BE LEVER TYPE AND COMPLY WITH ALL ACCESSIBILITY CODES E. Fl R E+ ROTECTION-RATED GLAZING SHALL BE 45 M I N. 33 IN 1- HOUR WALLS PER FBC TABLE 715.5. GLAZING TO BE NON-WIRED, FIXED, IN APPROVED FRAMES, AND COMPLIANT WITH NFRA 00 F. REFER TO SHEET A7.41 FOR WINDOW INSTALLATION 30 DETAILS AT FURRED OUT WALLS KEY NOTES 01 WINDOW OR DOOR PER SCHEDULE 02 SEALANT & BACKER ROD (WHEN NECESSARY) 03 STUCCO PER ASSEMBLY 04 THRESHOLD WITH MAX, 1:12 SLOPE SET IN CONTINUOUS BED OF MASTIC 05 STUCCO TOOLED TO ACCEPT SEALANT 06 INTERIOR MARBLE SILL 10' Door Threshold Detail 07 GYPSUM BOARD PER ASSEMBLY@Exlenor 3 Typical I R0.1 Access N-T,S, 08 CAST IN PLACE OR PRECAST CONCRETE SILL 09 DRIP 10 HEADER PER STRUCTURAL 11 FASTENER PER MANUFACTURER REQUIREMENTS 12 1 112° LIGHT GAUGE METAL FURRING CHANNEL 13 INCREASE SLAB THICKNESS I 14' AT ENTRY THRESHOLDS, SLOPE 114' PER FT. MAX TR_ 14 FINISH PER INTERIOR DESIGN 15 TRIM PER INTERIOR DESIGN 16 NON-COMBUSTIBLE SHIM AS NECESSARY, 1/4' MAX 17 IX FT, WOOD BUCK 18 FLUSH MATERIAL TRANSITION PER FHFC REQUIREMENTS & FAIR HOUSING 19 CONCRETE SLAB PER STRUCTURAL 20 DOOR FRAME PER SCHEDULE 21 EXTRUDED METAL ACCESSIBLE THRESHOLD SET IN FULL BED OF MASTIC, 2:1 BEVELED EDGE, 1/2' MAX HEIGHT 22 DOOR BOTTOM SEAL 23 SCREEN Head Detail 24 WALL PER ASSEMBLYExterior ..goor Typical -Jamb Similar. 6"®V-O' 25 CERAMIC TILE OVER SOUND MAT PER ASSEMBLY 26 CARPET AND PAD PER INTERIOR DESIGN 27 SLAB PROFILE BEYOND 28 ROOF INSULATION PER ASSEMBLY 29 FULLY ADHERED ROOFING SYSTEM PER ASSEMBLY 30 FULLY ADHERED ROOFING SYSTEM LAYER FOR ADDITIONAL PROTECTION 31 TWO-PIECE COUNTER FLASHING 22 I 32 METAL FLASHING 33 CONCRETE LANDING 34 METAL GRATE LANDING EM DExterior Door Threshold Detail Typical 61_1"-4' ARCHITECTURE & INTERIOR DESIGN, INC. Soulh Miami, FL it I so" A9.12 M HEDULE N SHEET NOTES IN I HIKU YAK I Y IMPLU I 1UN AULNUY IN UUMPLIANUL W/ FBC 715.4.6.3 AND 715.4.6.4 D. ALL DOOR HARDWARE TO BE LEVER TYPE AND REMARKS COMPLY WITH ALL ACCESSIBILITY CODES ARCHITECTURE & E, FIRE-PROTECTION-RATED GLAZING SHALL BE 45 MIN. INTERIOR DESIGN, INC. OPEN LOUVERS AT MECHANICAL CLOSET TO BE NON-WIRED, FIXED, IN APPROVED FRAMES, MR44M I ARMTECWRE I "IMOR DEIM AND COMPLIANT WITH NFRA 80 E—FE I — 2 BIFOLD PAIR 745.fl-W--, M1121 f— 407.83GA143AAOD02731 ROOM=, 15MM I HIKU YAK I Y IMPLU I 1UN AULNUY IN UUMPLIANUL W/ FBC 715.4.6.3 AND 715.4.6.4 D. ALL DOOR HARDWARE TO BE LEVER TYPE AND COMPLY WITH ALL ACCESSIBILITY CODES BENEFICIALE, FIRE-PROTECTION-RATED GLAZING SHALL BE 45 MIN. IN 1 -HOUR WALLS PER PRO TABLE 715.5. GLAZING COMMUNITIES TO BE NON-WIRED, FIXED, IN APPROVED FRAMES, M J. . S—A H, DAD, A AND COMPLIANT WITH NFRA 80 E—FE I — 2 0 Al "will KIM 1111A Loi MIUM 4 uIllum list ERWIN ugaRej cog-211 AJI0211111 W19111141 2411E LaUk 214MI a South Miami, FL Date I A SHEET REVISIONS: I Elevator Putt At Floor 2A& 2® 3116 ® =1' -0 ®::. Elevator Plan At First Finor 3116 " =1' -0 Elevator Plan Firth Rnor Shown, Other Ffoors:SIm1@ar .... 3/16 °= 1 ° -0m... Section at Trash ChuOt 3116 ° =1'-0, yr S ection I Gravat6r 3116` =1' -0p. i A REFER TO SHEET A1,D4 & A`1.05 FOR CONSTRUCTION AFORUMNASSEMBLIES r" 1ANS # r t DUAL HOISTWAY WITH 00 FPM MOTORS D INTERIOR DESIGN ADJACENT #` FLOOR CONTROL SHALL BE S'-T TALL AND FINISH OPTIONS SELECTED BY OWNER. INSTALL ELEVATORS PER COMPREHENSIVE MANUFACTURER REQUIREMENTS. 146.1k.W .. .h. 1121 C ALL OPENINGS THROUGH r ELEVATOR q 32701 HOISTWAY SHALL BE EQUIPPED WITH 90 MIN N. 407130,4143 NOTES0KEY 01 SUMP PIT PER STRUCTURAL DRAWINGS I 02 ELEVATOR PIT PER STRUCTURAL DRAWINGS 0 SERVICE COORDINATE MANUFACTURER BENEFICIAL 04 OSHA APPROVED SERVICE LADDER AT ELEVATOR LIAUNITIES COORDINATE WITH ELEVATOR MANUFACTURER 4 2MJ MD6,S- FLU111 05 SWITCH FOR SERVICE LIGHT. COORDINATE WITH ELEVATOR 06 STEEL SILL SUPPORT `t #` COORDINATE WITH ELEVATOR MANUFACTURER 07 HOIS-I`WAY DOOR ASSEMBLY PER ELEVATOR Metro i FRONT LANDING TO BE * COORDINATE Apartments MANUFACTURER 08 PERMANENT HOISTWAY BEAM, COORDINATE AND MOUNTING HEIGHT WITH ELEVATOR MANUFACTURER South Miami, FL 09 HOISTWAY VENT SHALL COMPLY WITH BUILDING Date CODE AND JURISDICTIONAL REQUIREMENTS. TO MECHANICAL FOR ADDITIONAL t tt EXTERIOR OF r 11 SPREADER BEAM PER ELEVATOR MANUFACTURER 12 CONCRETE SLAB PER STRUCTURAL 13 24* DIA. TRASH CHUTE 14 9D MIN. FIRE-RATED SELF-CLOSING TRASH CHUTE James B, Black DOOR, # OF #•t" It BE r 15 TRASH CHUTE CAP PER CHUTE MFR. m 8 5 rc A8.11 Stair Pip - First Floor _ 1't€aI 4 At GAfRg17 1a'4 - 1' -t7" Floor @-3-- iM 1' Stair • Ourth Floor l • rt Stair Plan - First Floor StaIr 3 1/4"=V-0' .: Stair Plan - First Fluor Stair 'Plan Third Floor ection 9 Stair 4atGarage ..114 "= 1' -0 ". Stair3 i Stair 3 & 4 Plans Sections @ k r STRUCTURAL INFORMATION NOTESKEY HANDRAIL ALONG BOTH SIDES OF 5 1AIRS AT 36- ABOVE LEADING EDGE OF TREAD. HANDRAILS SHALL HE DESIGNED TO WITHSTAND LOADING REQUIREMENTS PER CODE. COLOR PER OWNER 02 CONTINUOUS PAINTED METAL « BO + 1 N 1 y GUARDRAILS SHALL BE DESIGNED TO WITHSTAND LOADING REQUIREMENTS PER CODE. COLOR PER * j1 r1 j 03 314'PAINTED METAL BALUSTERS SPACED TO EI RESTRICT * 11 COLOR PER OWNER. NOT K lIIq 04 HANDRAIL EXTENSION TO RETURN TO WALL 05 CONCRETE STAIRS PER STRUCTURAL 06 CONCRETE TOP LANDING PER STRUCTURAL 07 CONCRETE MID-LANDING Metro South08M'RADIUS NOSING MAX. partments09FASTENERPERHANDRAILREQUIREMENTS 10 TURNING RADIUS 11 cANE GUARDRAIL PER CODE South Mlami FL 12 SPACE BETWEEN GUARDRAIL AND TREAD TO RESTRICT PASSAGE OF A 6' SPHERE PER CODE Date 13 STANDPIPE PER FIRE SPRINKLER DRAWINGS EXTERIOR CONCRETE ..D LANDING AT lii' EXTEND FLUSH Y DOOR, PROVIDE SLOPE 1 1 OS ROUTE PER CIVIL ENG. DRAWINGS PROVIDE O STANDPIPE 16 METAL GRATE LANDING ANCHORED TO SLAB, TOP OF GRATE TO ALIGN ON BOTH SIDES OF DOOR. I james S. BlackDOORTHRESHOLDTO : :.. aat_ P, wsrt r, ve8int.4 6"«L t1 t Nenti 0.d t ii SHEET REVISIONS E tE Stair 3 & 4 Plans Sections @ k r@ Stair Plan -;foof Stair Plan - Fifth Floor Plan Stair 2 3jN "- S, -LI ":. Stair Plan Fourth ii Stair Plan Y Third Floor 2 1/4 " =1'-0 Wait 2 t DStair Plan First Floor SIal, 2 ETOAREFER SEET A1.03 FOR GENERAL NOTES FORUME B - REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES? ARCHITECTURE & C REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INTERIOR DESIGN, INC. - STRUCTURAL INFORMATION f AR09TEMM I 9eEY f JOTES 1 e n teivle avnJmia. aa as A p f 01 1 V2' DIA. GRASPABLE PAINTED METAL CONTINUOUS sllamonts spMgs3R32701 Phone: 407.830.1400 HANDRAIL ALONG BOTH SIDES OF STAIRS AT 36' 1.:407,8304143 ABOVE LEADING EDGE OF TREAD, HANDRAILS SHALL AA0002731 BE DESIGNED TO WITHSTAND LOADING REQUIREMENTS PER CODE. COLOR PER OWNER 02 CONTINUOUS PAINTED METAL GUARDRAIL AT 42',:. ABOVE LEADING EDGE OF TREAD. GUARDRAILS a SHALL BE DESIGNED TO WITHSTAND LOADING..: REQUIREMENTS PER CODE. COLOR PER OWNER 03 3i4' PAINTED METAL BALUSTERS SPACED TO RESTRICT PASSAGE OF A.4' SPHERE PER CODE.- i yT ®y ® T 1 r114J' \].LCOLORPEROWNER. NOT SHOWN IN SECTIONS FOR L( CLARITY. COMMILI vtITIES rms aat u;,e Poet, aazal 04 HANDRAIL EXTENSION TO RETURN TO WALL 05: CONCRETE STAIRS PER STRUCTURAL 06 CONCRETE TOP LANDING PER STRUCTURAL 2; O1 CONCRETE MID-LANDING PERBTRUCTURAL- Metro06112' RADIUSNOSING MAX, 09. PER ApartmentsFASTENERHANDRAILREQUIREMENTS 10 TURNING RADIUS 11 CANE GUARDRAIL PER CODE S ®uthNllaml,EL 12 SPACE BETWEEN GUARDRAIL AND TREAD TO RESTRICT PASSAGE OF A 6' SPHERE PER CODE 13 STANDPIPE PER FIRE SPRINKLER DRAWINGS.! 14 EXTERIOR CONCRETE PAD LANDING AT DOOR., EXTEND FLUSH TO DOOR, PROVIDE 2% SLOPE AWAY FROMBUILDING. CONT. TO SITE ACCESSIBLE ROUTE . PER CIVIL ENG. DRAWINGS 15 PROVIDE CANE DETECTABLE BARRIER BELOW a: STANDPIPE VALVES F' 16 METAL GRATE LANDING ANCHORED TO SLAB : TOP' OF GRATE TO ALIGN ON BOTH SIDES OF DOOR..:. James BeBlackDOORTHRESHOLDTOBE112' MAX ABOVE GRATE g A9R001 Y424 A... ... a _... ».,...w;:. w,.. w c3an SHEET REVISIONS a Tread R ! i f #anrall Detail Stan Plan - Third Floor` Stair Plan First Floorp1112 '= l' -0w'. "" Stair 1 114' =1 %0 SMIr 1 1 14' -1'-0 t PROJECT NO, 11 -2795 01!2ndrail Detail Stair Plan = Second Floor -2 Section 1 1t2'_V'D' Shirt 1r4'- 1' -0'., 5tla9f1 -- A REFER TO SHEET A1.03 i... ". ASSEMBLIES r C REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATIONSTRUCTURAL JILKEY NiTES 01 1 112'DIA. GRASPABLE PAINTED METAL CONTINUOUS HANDRAIL ALONG BOTH SIDES OF STAIRS AT 36" ABOVE LEADING t OF t KANDRAILS SHALL BE DESIGNED TO WITHSTAND LOADING REQUIREMENTS PER ODE COLOR PER OWNER 02 CONTINUOUS PAINTED METAL GUARDRAIL AT 42- ABOVE LEADING EDGE OF TREAD. GUARDRAILS SHALL BE DESIGNED TO WITHSTAND LOADING REQUIREMENTS PER CODE. COLOR PER OWNER 3 PAINTED M BALUSTERS '. TO RESTRICT PASSAGE Y F A 4'SPHERE PER CODE: 1 COLOR PER OWNER, NOT SHOWN IN SECTIONS R HANDRAIL 05 CONCRETE STAIRS PER STRUCTURAL CONCRETE 1 i MID-LANDING Metro South 08 112'RADIUS NOSING MAX. lit Apartmentst RADIUS10TURNING t11CANEGUARDRAILPERCODE GUARDRAIL12SPACEBE74EEN M TREAD RESTRICT PASSAGE OF A G'SPHERE PER CODE Date 13 STANDPIPE PER FIRE SPRINKLER DRAWINGS EXTERIOR t' } r EXTEND i DOOR, i t }N t iY DRAWINGSPERCIVILEND, PROVIDE - DETECTABLE t t STANDPIPE 16 METAL GRATE LANDING ANCHORED O t« OF GRATE TO ALIGN ON BOTH SIDES OF DOOR James B. BlackDOORTHRESHOLDiBEABOVERA' t PROJECT NO, 11 -2795 01!2ndrail Detail Stair Plan = Second Floor -2 Section 1 1t2'_V'D' Shirt 1r4'- 1' -0'., 5tla9f1 -- FASTENER DETAGL TYPICAL WINDOW INSTALLATION DETA S3 DIAGRAM 1: DIAGRAM 2 DIAGRAM 3 DIAL 9- .DIAGRAM 2- STEP A WITHOUT PENETRATINGSTUCCO , SAND GRIND STUCCO SMOOTH STEP C: FASTEN SIGN TO OPTIONS, USING PRE -DRILLED HOLES:. SEE WHERE: SIGN IS 10 ME 441 TYPICAL FASTENER DETAILS, STEP 0: CUT THROUGH BULGING WRAP IN SHAPE OF MOMFTED7. nnrx to I EMU 1.1 M.I I- t.V.0 I FIN DAN. A IHE IOF NAUHU FIN BY TI, W NOT APPLY SELF- ADHENGNG MEMBRANE TO SILL OR HEAD, DIAGRAM 7. -. STEP U: SECURE FLAP OF BRINGING WRAP PATH 6'NONMEMORY EXPENDING r OVER HEAD OF WINDOW OPENING, kTTFFU, taRR E.TPG5E4 PAEATHINO, ... STEP R: APPLY 6' EMORY SELF - ADHERING MEMBRANE (FO..... LE). SFl — ADHE44G MEMBRANE (FORMABLE) ATB S DIAGRAM 5 - OVER ALUMINUM FLASHING AT TARGET LOGATAMN OVER CORNERS AS DIAGRAM 2 ®: STEP IT APPLY CONTINUOUS BEAD OF SEALANT AT HEAD AND ABUSE ON STEPL: FORM 24 GAUGE ALUMINUM FLASHING FOR HEAD OFWRM00'NASSHOWN. SHOWN. DIAGRAM 10- STEP C: FOLD FLAP UP ABOVE HEAD AND TEMPORARILY SECURE, INSIDE OF MEADOW NALING FIN TO ENSURE THAT SEALANT WILL SQUEEZE COLOR TO MATCH WISDOM STEP Ve BEFORE INTEGRA SHEATHING INSTALLATION, APPLYTHIRDSCREWLOCATIONSANDOUTNAILINGFINEDGE .IFS FOOT DIAGRAM 8- SEALANT AT INTERIOR RAM. A SILL AND VISPDOW FRAME, STEP D FOLD SIDE AND BOTTOM FLAPS INTO ROUGH WINDOW CAROM, VISIBLE AT THESE LOCATIONS, GINMOW WILL NEED TO BE RE44STALLLD, STEP W CUT BOTH ENDS TO CREATE FOLDABLE FLAPS TO FIT WROUGN HEAD AS STEPS: APPLY SELF - ADHERING MEMBRANE (WIDE ENOUGH TO EXTEND 2' EXTENDING UP THE SIDES TO BARGAIN OPENING, {APPROLP MIN) STEP E' APPLY SELF - ADHERING MEMBRANE AT SLL, WIDE ENOUGH TO CLEAN ALL SURFACES PER SEALANT FACTURER RECD ENDATENS.. DO NOT APPLY SEALANT AT SILL). WINDS PAST STUCCO BAND EARTH) OVER FLASHING, TARGET SIDE MEMBRANES, AS SHOWN;. INSIDEANDUMINUMMi510EEDGEOFSILLANDEXPENDPASTSTUCCOBANDBY2°, STEP 9: SET WINDOW IN ROUGH OPENING PER MANUFACTURER STEP NPOLD TOP FLAP DOWN FIRST, CORNS OF THEGORNERSOFTHE ACPUAIALUM INCUR WINDOW F(iNMEWINDOW INSTRUCTIONS. STEP P: FOLD FRONT FLAP OVER PRECIOUS TOP FLAP DO NOT SEAL. I`fPtM 2 -P1FCE VENT CC4VFR DETAIL. TYPICAL 4%I RFJ'PIPk- PENT:. TI7t+4 DE-TAL. DIAGRAM 1 DIAGRAM 2 DIAGRAM 9 - _.. STEP A CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF OPENING, STEP B. APPLY SEALANT TURING VENT COVER MOUNTING.PLATE BEFORE INSTALLING VENT COVER MOUNTING FRATE INTOHOLE OVER QUtJ:14NYiN+RnP Ifi"SIN14rtid'!C(TtFkN Ai "rU.`IttRkR SPEOB. DIAGRAM2- STEP C: APPLY B° SELANDHERING MEMBRANE AT BOTTOM OF VENT COVER,MOUNTING PLATE EXTENDING COAST EDGE OF VENT COVER ON BOTH SIDES, DIAGRAM 3 DIAGRAM 4 DIAL 3- STEPS: APPLY fi SELF - ADHERING MEMBRANE ON BOTH SIDES OF VENT COVER, EX1fNDNG YABOVE TOP VENT COVER EWE AND PAST SELFAMERING MEMBRANE ON BOTTOM. DIAL 4 STEPS: APPLY F SELF"EFUNG MEMBRANE AT TOP OF VENT COVER: EXTENDING PAST SELF - ADHERING MEMBRANE ON MDES,. STEP F: AFTER STUCCO APPLICATION, APPLY SEALANT BEHIND VENT COVER FLANGE ON TOP BOTH SIDES, DO NOT SEAL BOTTOM:. South Miami, FL Date. James S. Black AR0011224 SET DISTRIBUTIONS: CI p T i 40. 11- 2796.. MFAW14 I S p T i 40. 11- 2796.. MFAW14I Roof Detail 9 TYP• Pipe Penetration N.E& Roof Detail Typ: Roof Drain Detail N.T.S. Roof Detail Typ. Roof Peneiratlon N.T.S. oof Vail Typ al Roof Equipment Supports NYM A REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION. ASSEMBLIES e FORUME B REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR iARCHITECTUREB AND WINDOW SCHEDULES AND DETAILS rt;INTERIOR DESIGN, INC. - C REFER TO ELEVATIONS ON SHEETS A6.11 THROUGH I AROVEmum I MMORDEWN A6,15 MI'LEY NOTES 745 nrienla ®dame, sulle 1121 01 CONCRETE WALUSLAB PER STRUCTURAL 0....1a spMgs, n 32701, ph.- 407,B30,140D 02 CMU WALL PER STRUCTURAL ra ::407;330A143Aa0002731 r ®rchltesiura.o a.. 03 CAST IRON STRAINER DOME :. SfiS 04 METAL F INGIFURRINGPERASSEMBLY : 4' 05 SEALANT. REFER TO GENERAL NOTES r T e 06.1 -PART POURABLE I PRO-PACK SEALANT 07 STAINLESS STEEL BAND POSITIONED 1t4' FROM TOP OF STACK FLASHING BENEFICIAL CObIMUNITIES 08 PRE- ENGINEERED CURTAIN WALL SYSTEM WITH ATTACHMENT POINTS AT CONCRETE FLOOR. PROVIDE SPANDREL GLAZING AT FLOOR LEVELS, TINT SHALL BE APPROVED BY OWNER AND ARCHITECT. .2 HOUR FIRE- SAFING AT ALL FLOOR. LEVELS 09 CLAMPING RING I GRAVEL GUARD 3 Metro South10PRE - FABRICATED ALUM MESH SCREEN PANEL. 11 42' HIGH PRE - FABRICATED ALUM GUARDRAIL WITH 2 2 Apartments OPEN MESH INFILL PANELS, TYP,. 12 DRIP 13 CEMENT PLASTER FINISH PER ASSEMBLY, TYP 4 Soulh Miami, FL 14 CONTROL JOINT, TYP. Date 15 RAISED HARD COAT STUCCO FOAM TRIM BAND'. 16WEEPSCREED 17 P.T. 2X WOOD BLOCKING 18 ROOF DRAIN PER PLUMBING - 19 ROOFING SYSTEM PER ASSEMBLY; 20 EXTEND ROOFING UP & OVER PARAPET WALL, U.N.O. I 21 PRE- FINISHED METAL PARAPET CAP WITH Y I James B. Black CONTINUOUS CLEAT(S), PITCH TO ROOF, U N.O. AR0011224 22 TWO-PIECE SNAP-LOCK GALV. METAL FLASHING SET DISTRIBUTIONS' 23 GALV, METAL FLASHING I>#s'utt ft' wit I... L113t .. 24 GALV. METAL COUNTERFLASHING x I s1ry ; A fovL 25 PRE -FINISHED ALUM FASCIA COVER s."a4** my 26 CLAMPING BOLTS i.: .. .... 27 FLASHING CUT INTO MASONRYICONC WALL 4 L. 28 CONDENSING UNITS ON RACKS PER STRUCTURAL I. 29 2 HOUR RATED MINERAL WOOL FIRESAFING 30 HOT AIR WELD FOR WATERPROOF SEAL ATTPO 9 ROOFING SHEET REORIONS, ::.. 31 FITTING 32 PAVER AND PEDESTAL SYSTEM PER LANDSCAPE i, 33 6° CAST CONCRETE PLANTER PER LANDSCAPE E 34. STEEL CORNER GUARD TRIM 35 EXTERIOR SHEATHING PER ASSEMBLY 36. PIPE PENETRANT 37 BASEBOARD PER ID. a 7 _ _ .... 38 GYPSUM BOARD PER ASSEMBLY 39 LIGHT WEIGHT CONCRETE TOPPING a 40112 PAVER SET INtt2'SETTING BED E 41 SEE STRUCTURAL FOR CURB LOCATIONS.. EDITED BY: J!3` 42 314° SLAB RECESS @ EXTERIOR WALL, TYP. PROJECT NO. 11 -2795 43 STONE VENEER PER ASSEMBLY d z 44'J -BEAD i!a 45 FASTENER PER MANUFACTURER- SEAL AT PENETRATION s 46 WATERPROOFING MEMBRANE E3CtIOT1 ®E481i 47 TRASH CHUTEMiNDSCREEN HOOD PER MFR. G 48 PAINT EXPOSED FOUNDATIONS TO MATCH ADJACENT W WALL u 49 PRECAST STONE CAP 50 PRE -FAB VENT STACK FLASHING e Sectioh Detail at Elevator Parapet @Slab Sectio De ta' Ia n 11 o• aft 1 112'=1'-O" 7 'Slab tealon Q jail 1 112'=V-0" at Roof Draln[Tenant Wall at Roof Access Landing 1 01 m F-11ortiffill: 11147 WE a VAPIPM14 44 &BEAD 45 FASTENER PER MANUFACTURER Wall Sections & Details 46 WATERPROOFING MEMBRANE 47 TRASH CHUTEANINDSCREEN HOOD PEid MRS. 48 PAINT EXPOSED FOUNDATIONS TO MATCH ADJACENT Slab / all Detail WALL. Tower at Building Edge 9 112'=V-13" 49 PRECAST STONE CAP A7.23 A REFER TO SHEETS A1.04 & AtG5 FOR CONSTRUCTION ASSEMBLIES B REFER TO SHEETS A9.1 I THROUGH A9.31 FOR DOOR AND WINDOW SCHEDULES AND DETAILS EXT, C REFER TO ELEVATIONS ON SHEETS A6.11 THROUGH A615 KEY NOTES EXT, I. R 01 CONCRETE WALUSLAB PER STRUCTURAL 02 CMU WALL PER STRUCTURAL AIM 03 CONCRETE BEAM PER STRUCTURAL Slab / Wall S ection 9'9/2 ° =9'-0" D4 METAL FRAMINGTURRING PERASSEMBLY at Decorative Screen 05 SEALANT. REFER TO GENERAL NOTES EXL EXT, D6 WINDOWISTOREFRONT PER SCHEDULE 07 DOOR PER SCHEDULE 08 PRE-ENGINEERED CURTAIN WALL SYSTEM WITH ATTACHMENT POINTS AT CONCRETE FLOOR. PROVIDE SPANDREL GLAZING AT FLOOR LEVELS. z TINT SHALL BE APPROVED BY OWNER AND ARCHITECT. 2 HOUR FIRE-SAFING AT ALL FLOOR LEVELS 09 PRE-ENGINEERED ROD HUNG ALUM SUNSHADE to AT111 10 PRE-FABRICATED ALUM MESH SCREEN PANEL Slab Wall Se io II 42'HIGH PRE-FABRICATED ALUM GUARDRAIL WITH41112'=1'-O" OPEN MESH INFILL PANELS, TYP. at Garage Entrance 12 DRIP 13 CEMENT PLASTER FINISH PER ASSEMBLY, TYP. 4 CONTROL JOINT, TYP. 5 RAISED HARD COAT STUCCO FOAM TRIM BAND FX1 IT EXT, REF. ELEVATION FOR LOCATION era 4" 16 WEEP SCREED I CONTROL SCREED AT MATERIAL ra CHANGE 17 P.T. ZX WOOD BLOCKING 18 ROOF DRAIN PER PLUMBING 19 ROOFING SYSTEM PER ASSEMBLY 20 EXTEND ROOFING MEMBRANE UP A OVER PARAPET Ii Slab all ecti ®n WALL, U,N.O. I i 1 112 " "_T 21 PRE-FINISHED METAL PARAPET CAP WITH at Garage End CONTINUOUS CLEAT(S), PITCH TO ROOF, U.N.O. 22 TWO-PIECE SNAP-LOCK GALV. METAL FLASHING 23 GALV, METAL FLASHING 24 GALV. METAL COUNTERFLASHING 25 PRE-FINISHED ALUM FASCIA COVER EF 26 POURED PARAPET CAP - SLOPE TO DRAIN 27 FLASHING CUT INTO MASONRYICONG WALL EXT. 28 CONDENSING UNITS ON RACKS PER STRUCTURAL a 29 2 HOUR RATED MINERAL WOOL FIRE-SAFING 30 HOT AIR WELD FOR WATERPROOF SEAL AT TPO ROOFING I ------- 1 31 METAL GRATE LANDING ANCHORED TO ROOF SLAB 4 32 PAVER AND PEDESTAL SYSTEM PER LANDSCAPE STAIR 1 33 6' CAST CONCRETE PLANTER PER LANDSCAPE 34 R30 RIGID INSULATION WITH 112'COVERBOARD Wall Section Detail 35 EXTERIOR SHEATHING PER ASSEMBLY 36 ENGINEERED LIGHT GAUGE METAL Decorative Band at Tower FRAMINGIFURRING PER ASSEMBLY 37 BASEBOARD PER I.D. 38 GYPSUM BOARD PER ASSEMBLY 39 LIGHTWEIGHT CONCRETE TOPPING NT. 40 112 PAVER SET IN 112' SETTING BED az 41 FIRE SEALANT 42 314- SLAB RECESS @ EXTERIOR WALL, TYP. 43 STONE VENEER PER ASSEMBLY 01 m F-11ortiffill: 11147 WE a VAPIPM14 44 &BEAD 45 FASTENER PER MANUFACTURER Wall Sections & Details 46 WATERPROOFING MEMBRANE 47 TRASH CHUTEANINDSCREEN HOOD PEid MRS. 48 PAINT EXPOSED FOUNDATIONS TO MATCH ADJACENT Slab / all Detail WALL. Tower at Building Edge 9 112'=V-13" 49 PRECAST STONE CAP A7.23 Wall / Slab Detail Typ. at Roof Terrace to Furred Parapet 4011111k,W411 / Slab Detail Aw Typ. at Furred Parapet Wall / Planter Detail Typ. at Courtyard to Unit i Typ at Commericial/Amenity/Garage 2'=1'iFTIP. at ,,I Nall It Slab Detail Tye. at Corridor 9 1t2 1'130' i `• r r' TYR, at Roof Terrace i r e1 I Slab / Railina Detail5Typ. at Roof Terrace Railing 9 SHEET NOTES A REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION S ASSEMBLIES FORUME nNt I to B REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR ARCHITECTURE 8 I 4g AND WINDOW SCHEDULES AND DETAILS INTERIOR DESIGN, INC: C REFER TO ELEVATIONS ON SHEETS A6:11 THROUGH I 1 oEwn E A6.15 r.- s KEYNOTES a "' 01 CONCRETE WALUSLAB PER STRUCTURAL 4Goenaae ®wa9wi ®1121 aha ris s p, 032701. v d9 " g: 02 CMU WALL PER STRUCTURAL I Fez 407.1330.4143 AA0002731aAisit ,ro.m,a,arGnna u a., 03 CONCRETE BEAM PER STRUCTURAL b5 04 METAL F INGIFURRING PER ASSEMBLY 05 SEALANT. REFER TO GENERAL NOTES a A a PER SCHEDULE. qd 07 DOOR PER SHED LE Fes. 08 PRE - ENGINEERED CURTAIN WALL SYSTEM WITH It CONIMSUNITIES ATTACHMENT POINTS AT CONCRETE FLOOR. reaE.t A%E6,v FLN2ar PROVIDE SPANDREL GLAZING AT FLOOR LEVELS. 4 4aJt TINT SHALL BE APPROVED BY OWNER AND ARCHITECT, 2 HOUR FIRE- SAFING AT ALL FLOOR LEVELS TfSoffitWall ®tallp °7O "'t a° D 09 PRE - ENGINEERED ROD HUNG ALUM SUNSHADE g Typ. Wall at Arcade ColumnTyp. 10. PRE - FABRICATED ALUM MESH SCREEN PANEL Metro out 11 PRE-FABRICATED WITH 6OPENMESHTYP, GUARDRAIL Apartments 12 DRIP 13 CEMENT PLASTER FINISH PER ASSEMBLY, TYP. T' 14. CONTROL JOINT,TYP. dd South Miami, FL 12 1313 ga 15 RAISED HARD COAT STUCCO FOAM TRIM BAND Date 491 REF. ELEVATION FOR LOCATION 16 WEEP SCREED I CONTROL SCREED AT MATERIAL EXT. EAT,. CHANGE 17P.T.2X WOOD BLOCKING 19 ROOF DRAIN PER PLUMBING 19. ROOFING SYSTEM PER ASSEMBLY 20 EXTEND ROOFING MEMBRANE UP & OVER PARAPET L:: Wall Section Detail WALL, U.N.G. James 224k AR001922 1 112 ^ ®y -D^ 21 PRE- FINISHED METAL PARAPET CAP WITH Typ. at Garage Parapet CONTINUOUS CLEAT(S), PITCH TO ROOF, U.N 0. SET DISTRIBUTIONS: i E, 22 TWO- PIECES -LOCK GALV. METAL FLASHING 0166 ow'— r-*aO' ES St; 23 GALV, METAL FLASHING ITT "+A rrlraia, sa CxY 24. GALV: METAL COUNTERFLASHING Ss?2 _ W"!; R# %hpgoolr- A4 rs;h 25 PRE - FINISHED ALUM FASCIA COVER 1313 01 26 POURED PARAPET CAP - SLOPE TO DRAIN 27 FLASHING CUT INTO MASONRYPCONC WALL 28 CONDENSING UNITS ON RACKS PER STRUCTURAL is 132 29 2HOUR RATED MINERAL WOOL FIRE- SAFING SHEET RLWSWNS, 30 HOT AIR WELD FOR WATERPROOF SEAL AT TPO Ls 77 - ROOFINGROOFING s 31 METAL GRATE LANDING ANCHORED TO ROOF SLAB IM..- EXT.. a 32 PAVER AND PEDESTAL SYSTEM PER LANDSCAPE 33 6" CAST CONCRETE PLANTER PER LANDSCAPE e Slab. Detail 34 R30 RIGID INSULATION WITH 1/2' COVERBOARD I ` all 1 112 ^ =1' -0° 35 EXTERIOR SHEATHING PER ASSEMBLYTyp. at Garage 1 36 ENGINEERED LIGHT GAUGE METAL 9 " FRAMING&URRING PER ASSEMBLY F 37. BASEBOARD PER LD. 39. GYPSUM BOARD PER ASSEMBLY Imo.; 39 LIGHT WEIGHT CONCRETE TOPPING u a. EDITED BY., nF . 40 112 PAVER SET IN 112° SETTING BED w PROJECT NO. 11 -2795 1131 41 FIRE SEALANT 42 BW SLAB RECESS @ EXTERIOR WALL, TYP. 43. STONE VENEER PER ASSEMBLY c to x,' t 44 J -BEAD 45 FASTENER PER MANUFACTURER' Wall Sections & Details 46 WATERPROOFING MEMBRANE I, 47. TRASH CHUTEMINDSCREEN HOOD PER MFR. Wall/ Slab Detail 48 PAINT EXPOSED FOUNDATIONS TO MATCH ADJACENT WALL. z R Typ at BulldinglGarage Edge 1 1d2 " =1' -0" qg PRECAST CAP u 4 M111111111111111111111111 n Parapet at Rear Roof Terrace M Wall / Slab Detail at Rear Building Overhang 1 vr iw S!Wal'l/ flab D talt i Flon lao .tl Typ. at Cana. Planter to Wall 11 ,ll Section Detail at Trash Chute Vent Cap. werRoof r Wall Slab _ Detail at Trash Ohula to Roof Wall I` lab Detail al Trash Chula ball / Slab Detail a9 Trash Chula 1 Ii 4 I I ! 1 11 111 all Slab Detail at Trash Chute 1 9/2 ° =1 °motI A&L. W611 / Slab Detail LIW' tTr..h Chula to Trash Room I WOW SHEET NOTES A REFER TO SHEETS A1,04 6 A1.05 FOR CONSTRUCTION ASSEMBLIES jie FORUMN B REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR ARCFiITEcTURE.$. n AND WINDOW SCHEDULES AND DETAILS C REFER TO ELEVATIONS ON SHEETS A6.1I THROUGH INTERIOR DESIGN, INC. I AROVECTURE I IMENORDESIGN 3a yy ILEY NOTES 745o,ienla ui1e 9921 ll 01 CONCRETE WAWSLAB PER STRUCTURAL nomom ail , n az70r 02 CMU WALL PER STRUCTURAL Ph 40P.830.9-000 N. 407,830.4143 AA0002731 li it 03 CONCRETE BEAM PER STRUCTURAL i `roww..Paeaormarxh8leCUaa: eanar n r, 04 METAL FRAMINGIFURRING PER ASSEMBLY S labSlab Section Detail 05 SEALANT; REFER TO GENERAL NOTES e a 4 3"=1'-0'. 06 WINDOWdSTOREFRONT PER SCHEDULE TYp. at Floor Drain s 07 DOOR PER SCHEDULE BENEFICIAL 9 34 08 PRE - ENGINEERED CURTAIN WALL SYSTEM WITH PG6NA2[73VITIES ATTACHMENT POINTS FLOOR. E rmaJ ®A. N,, F.— FL M231 g C PROVID E SPANDREL GLAZING AT FLOOR LEVELS. l ARCHITECT. 2 HOUR FIRE - SAFING AT ALL FLOOR P ` LEVELS 09 PRE - ENGINEERED ROD HUNG ALUM SUNSHADE 10 PRE-FABRICATED ALUM MESH SCREEN PANEL Metro South 11 OPE144 MESH IN IL PANELS, TYP. GUARDRAIL WITH Apartments as'. 0r ; 12 DRIP 13 CEMENT PLASTER FINISH PER ASSEMBLY, TYP. x 0 44 14 CONTROL JOINT, TYR South Miami, FL. X4'1 15 RAISED HARD COAT STUCCO FOAM TRIM BAND Date REF. ELEVATION FOR LOCATION 16 WEEP SCREED t CONTROL SCREED AT MATERIAL.. WallCHANGE P all en Slab Detail 17 P.T. ZX WOOD BLOCKING Typ. at Tenant Wall i td2 "69 18 ROOF DRAIN PER PLUMBING E 19 ROOFING SYSTEM PER ASSEMBLY 20 EXTEND ROOFING MEMBRANE UP 8 OVER PARAPET 5.. WALL, U.N.O. James B. Black AR0011224 21 PRE-FINISHED METAL PARAPET CONTINUOUSCONTINUOUS CLEAT(S), PITCH TO ROOF, U.N.O. O ROOF,, SETOtSTRIBUVOVS aPa 22 TWO-PIECE SNAP -LOCK GALV; METAL FLASHING17tr T P..... ., 23 GALV. METAL FLASHING 24 GALV. METAL COUNTERFLASHING 5 o1w ' Ns 5A 25 PRE -FINISHED ALUM FASCIA COVER 26 POURED PARAPET CAP. SLOPE TO DRAIN 27 FLASHING CUT INTO MASONRYICONC WALL v _ _ tw 28 CONDENSING UNITS ON RACKS PER STRUCTURAL 29.2 HOUR RATED MINERAL WOOL FIRE - SAFING at SHEET REVISIONS, 30 HOT AIR WELD FOR WATERPROOF SEAL AT TPO ROOFING 31 METAL GRATE LANDING ANCHORED TO ROOF SLAB 32 PAVER AND PEDESTAL SYSTEM PER LANDSCAPE Wall Section Detail 33 6 °CAST CONCRETE PLANTER PER LANDSCAPE Typ. at Tenant Wall 34 R30 RIGID INSULATION WITH 112' COVERBOARD 35 EXTERIOR SHEATHING PER ASSEMBLY 36 ENGINEERED LIGHT GAUGE METAL. FRAMINGIFURRING PER ASSEMBLY 37 BASEBOARD PER I.D. t 38 GYPSUM BOARD PER ASSEMBLY 39 LIGHT WEIGHT CONCRETE TOPPING EDITED BY °Krao 40 912 PAVER SET IN 112' SETTING BED r = PROJECT N0. 112795 V 49 FIRE SEALANT Vc 42 314' SLAB RECESS @ EXTERIOR WALL, TYP. 43 STONE VENEER PER ASSEMBLY 44J49EAD.. 45 FASTENER PER MANUFACTURER. Wall Sections & Details 46. WATERPROOFING MEMBRANE te. 1g°i 47 TRASH CH INDSCREEN HOOD PER MFR. Wallll f *LTPa b Detail1 48 PAINT EXPOSED FOUNDATIONS TO MATCH ADJACENT WALL. i Typ. at Tenant Wall /Garage 49 PRECAST STONE CAP Wall Section Detail TYP -at Tower 1 112 " =1' -O Typ. at Toiwar 11121- 0"T...r 11,!d.w fM " Furred Wall at Front Raof Tvmr. Awninq Section Detail Typical SHEET NOTES WINDOWAND D DETAILSr 6 01 CONCRETE WALUSLAB PER STRUCTURAL ra n P-o., n az rrh 407,B30.140D 02 CMU WALL PER STRUCTURAL f.. 4o7-BmAi43AA0002731 I t0r•mcr,mrrcawa.- 3s 03 CONCRETE BEAM PER STRUCTURAL I D4 METAL F INGIFURRINGPERASSEMBLY 05 SEALANT. REFER TO GENERAL NOTES s. I 9 . D6 WINDOWISTOREFRONT PER SCHEDULE 07 POOR PER SCHEDULE r ICI A T lj -jJ 08 PRE - ENGINEERED CURTAIN WALL SYSTEM WITH COMMUNITIES f.' ATTACHMENT POINTS AT CONCRETE FLOOR. 1m,arwss;r ia..t^t=.wrtt i, PROVIDE SPANDREL GLAZING AT FLOOR LEVELS. C I + Detail TINT SHALL BE APPROVED BY OWNER ANDellISlabARCHITECT. 2 HOUR FIRE-SAFING AT ALL FLOOR Amenity C7ropped Ceiling to Unft 1112 " =1 -0" LEVELS 09 PRE-ENGINEERED ROD HUNG ALUM SUNSHADE t 0— I 10 PRE - FABRICATED ALUM MESH SCREEN PANEL Metro South9 ' tt rc-r 11 42' HIGH PRE-FABRICATED ALUM GUARDRAIL WITH OPEN MESH INFILL PANELS, TYP. ApartmentsI. „e...•^° 12 DRIP 13. CEMENT PLASTERFINISHPERASSEMBLY,TYP. - R 14CONTROLJOINT,TYP. South Miami FL 15 RAISED HARD COAT STUCCO FOAM TRIM BAND Date REF. ELEVATION FOR LOCATION. 16 WEEP SCREED I CONTROL SCREED AT MATERIAL . t: CHANGE 5 17 P.T. 2X WOOD BLOCKING ra. 13 ROOF DRAIN PER PLUMBING 19 ROOFING SYSTEM PER ASSEMBLY l 1 20 EXTEND ROOFING MEMBRANE UP A OVER PARAPET WALL, U,NO. T James B. Black j AR0011224 21 PRE - FINISHED METAL PAR ET CAP WITH I SET DISTRIBUTIONSCONTINUOUSCLFAT (S), PITCH TO ROOF, U.N.O. lfall l Detail 22 TWO -PIECE SNAP-LOCK GALV. METAL FLASHING 45*i I . ' oft 1 117 ^ =T-D" 23 GALV. METAL FLASHING W N Furred Wall at Arcade Column L cr;4=p_1 P-W 24 GALV; METAL COUNTERFLASHING. a 177'w {. omwww ;. .. 25 PRE - FINISHED ALUM FASCIA COVER T 26 POURED PARAPET CAP - SLOPE TO DRAIN' n•.- 27 FLASHING CUT INTO MASONRYICONC WALL 26 CONDENSING UNITS ON RACKS PER STRUCTURAL e _ .'.. d 29 2 HOUR RATED MINERAL WOOL FIRE- SAFING A SHEET REVISIONS:: 30 HOT AIR WELD FOR WATERPROOF SEAL ATTPO. rC.c all ROOFING 31 METAL GRATE LANDING ANCHORED TO ROOF T — az 32 PAVER AND PEDESTAL SYSTEM PER LANDSCAPE.. U, 93 33 W CAST CONCRETE PLANTER PER L AND- SCAPE 34 R30 RIGID INSULATION WITH 1t2` COVERBOARD f 35 EXTERIOR SHEATHING PERASSEMBLY y 36 ENGINEERED LIGHT GAUGE METAL 11 Detail FRAMINGtFURRING PER ASSEMBLY 111,=16 37 BASEBOARD PER ID. Aaldl e I 38 GYPSUM BOARD PER ASSEMBLY. mr as 39. LIGHT WEIGHT CONCRETE TOPPING n1 i i EDITED BY: Mw 1 40 112 PAVER SET IN1t2'SETTINGBED PROJECT NO. 11 -2795 41 FIRE SEALANT ar `4a At. a1 42 314' SLAB RECESS @ EXTERIOR WALL, TYP. 43 STONE VENEER PER ASSEMBLY 44J -BEAD 45 FASTENER PER MANUFACTURER. wall Sections & Details 1 46 WATERPROOFINGMEMBRANE - A7.31 G 47 TRASH CHUTEI6NINDSCREEN HOOD PER MFR. eWallI Slab ®stalli 46 . PAINT EXPOSED FOUNDATIONS TO MATCH ADJACENT V V Slone Veneer at Arcade 49 PRECAST STONE CAP Wall Section cI Front TettA!:si P3arrler GG all Section Wall Section _ all Section at Amanity7Garrsga Wall 1(2 " =1' -0" '" at Garage Entry 172'=-1 °dY".:. R at Garage Entry SHEETNOTES A REFER TO SHEETS A1.04 It A1.96 FOR CONSTRUCTION ASSEMBLIES 8 REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR. ARCHITECTURE& AND WINDOW SCHEDULES AND DETAILS. INTERIOR DESIGN, INC. C REFER TO ELEVATIONS ON SHEETS A611 THROUGH I I A6.16 7A3 a:elnirt3 uvx rnne. eitltw4T'27 zHa rl. sp pnfl32701 ph.- 407. 830.1400 .. f- 407.8304143AA0002731 w.lcarrnrwn r,nrwtr.: BENEFICIAL i 5 COhIMUNITIES k 2Zli&doM lhr,e .^u FL34M r : • rggi 14 11 LZI 110 James B, Black AR0011224 rnawtnan;,r,n.,n - 0 z_ Wall Sections all Section at Courtyard Planlers & Vei1& rm f° C 1 SHEET NOTES A REFER TO SHEETS A1.04 A A1.05 FOR CONSTRUCTI6N ASSEMBLIES 4 FORUME B REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR ARCHITECTURE& AND WINDOW SCHEDULES AND DETAILS INTERIOR .DESIGN, INC. - C REFER TO ELEVATIONS ON SHEETS A6.11 THROUGH' I AROVEMUM I MEMORDaNGN A6.15 735 ee3rila svxmee, sue: 924 ph. 40. 8A . phone: 404.830.7400 fi.: 407.830.4143 RA0002731 yp y xw?cFdk Iv4c,#+sn'+. Bleu 1 f 4 BENEFICIAL CO IMLINITIES 7rnna 3oam IDd a L amexa. H,34231 k ai Slalr #1 112 " =1'A' al Fiaof 1!2' =1' -O° W Re #r Fi nrcrrs.:.. '112'" =1 01 u i i b, i 41+#'13 j. C4wem RAny CS tx'ii x.. rt =:46 EDITED BY: KF PROJECT NO. 11- 2795. Wall Section Wii Section , Wall Section of Courtyard -iii;---V ' ?... at Amenity /Garage td ? "= t`•d1" " 01 Front E ntry:& Terrace, v -V-0 i m Wall Section at Rear:Gereg. Entry 112 " =1 ° -0 SHEET NOTES A REFER TO SHEETS Af,04 & A1.45 FOR CONSTRUCTION p ASSEMBLIES B" REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR ARCHITECTURE & AND WINDOW SCHEDULES AND DETAILS C _ REFER TO ELEVATIONS ON SHEETS A6.11 THROUGH INTERIOR DESIGN, INC. - I NTMORDESM A6.15 746.rt —M ®venue. eWle 1129 0-1. springs, n 32701E: ph— 407:830.1400 fan. 407,830.4143 AA0002731 aryV.irFfremarchiWea, %ut4;t,m a i g4 ® a 0 BENEFICIAL COMMUNITIES imm 1s t Room 41 N,"a„ r yel,ty ape FYw.RAi¢sAw_.tl C17 %lv7 i. i41~Pp . -. tffi kh31 1, Oak w 11 Section vv 11 (;Ll IrWa -Mall Section..... 0all Section T! 1'1'! mRmTerra" 1/2'=l'-O' 2 at Trash Room TyPk!t Tett Separation 112'=9'-O' SHEET NOTES James E, Black AR0011224 ASSEMBLIES w B REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR t ARCHITECTURE & AND WINDOW SCHEDULES AND DETAILS INTERIOR DESIGN, INC. RC -• I hTEFWR DESM 745 ft w --, -R. 1121 0-1. pdnp, q 32701 phme: 407.830.1400 f.: 407.830.4143 A SHEET REVISIONS: AA0002731 dim E2ip-j 11 ougg0 A7.12 James E, Black AR0011224 SET DlStRIBUTIONS; a- A SHEET REVISIONS: A7.12 all S @CtIOCI 1{2-V-Q' E 0 SHEET NOTESAREFERTOSHEETSAl Z4 & A1.05 FOR CONSTRUCTION I ASSEMBLIES FORUMN 8 REFER TO SHEETS A91 I THROUGH A931 FOR DOOR ARCHITECTURE & AND WINDOW SCHEDULES AND DETAILS INTERIOR DESIGN, INC. - C REFER TO ELEVATIONS ON SHEETS AS.1 I THROUGH RANNNG I AROVECTUM I KMWR- A6.15 745o11-e nu4, 6une 1121 nazi p R 32701 ph- .!407.630.1406 ggg 1.. 407.630:4143 MOD02731 BENEFICIAL COMMUNITIES 22Y,kM thine 5srerda. &L 31230 Metro South Apartments South Miami, FL M F" NN-311MVP IWIVI&NM me, 111--, PIW i go illwaiwomwita Wall Sections A7.11 aan 2T-d° Ord IB-0° ffi Section DSection st Sid Ramer:: 3132 " -1.-O c'n aA Arroerjly zur Ftevni e 3F3,i" =t'' MOMi. r James B. Black. AR0011224 4 SET DISTRIBUTIONS: 01 p"Xii 904nW1p*" Wav a'f9M ems.. p t 9p y , PgrviFd __ f E$E u SHEET REVISIONS: -- E T a x T EDITED BY: PROJECT NO. 11 -2795 I ARCHITECTURE& INTERIOR DESIGN, INC South Miami, FL James B. Black N 32701 407 830.1400 BENEFICIAL COMMUNITIES South Miami, FL James B. Black 1 ''i -11.— 2r-6 Easl Elevation at Courtyard M MM 5N F&nw M om RE= M 41-" West Elevation I Courtyard 4p'— 51h Fb 21'lk34 _ It": South Elevationf at Courtyard I James IS. Black E SHEET NC)TES AR0011224 A REFER TO SHEET A1E3 FOR GENERAL NOTES P FORUME jj7 B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION WIV, - — --- - -------- ASSEMBLIES ARCHITECTURE & p-wKrom", C REFER TO SHEETS A911 THROUGH A9.31 FORDOOR INTERIOR DESIGN, INC. AND WINDOW DETAILS 1A1111 I ARCIVECTURE I KFMORDESM PLAM", E"4 D DIMENSIONS AND WALL TYPES NOTED Oil jii ELEVATIONS INDICATE AREAS OF ACCENT rURR-OUTS. REFER TO SECTIONS FOR ADDITIONAL 745 1. 1121orremah. 1. : zqs, fl 32701 I—A SHEET REVISIONS: INFORMATION ph— 407.630.1400 in KEY NOTES f- 407.030.4143 AA0002731 01 STUCCO WALL FINISH PER ASSEMBLY, TYP. 02 1 9t2' WIDE STUCCO REVEAL ACCESSORY, TYR. E— DDITEBY- JD RP KF PROVIDE SEALANTAT END TERMINATIONS. PROJECT NO. 11-2795 03 CONTROL JOINT, TYP.. WHERE VERTICAL JOINTS a MEET HORIZONTAL JOINTS OR WINDOWS OR DOORS PROVIDE SEALANT IN VERTICAL JOINTS ikTENDING ABOVE THE INTERSECTION BENEFICIAL04PRE-FABRICATED ALUM GUARDRAIL WITH OPEN MESH INFILL PANELS, TYP. COMMUNITIES 05 HORIZONTAL ROLLER WINDOW WITH INSECT SCREEN, 111116,1 F° FL 24231 TYP. 06 FIXED WINDOW, TYP. 07 PRE-FABRICATED ALUMINUM SUN SHADE, TYP. OB ALUWGLASS STOREFRONT SYSTEM 1 Metro South09FLUSHPANELDOORPERSCHEDULE 10 METAL PARAPET CAP AND DECORATIVE RAISED Apartments STUCCO TRIM BAND, TYP. 11 METAL PARAPET CAP, TYP. 12 PREFABRICATED MESH SCREEN GUARD South Miami, FL 13 STUCCO TRIM BAND 14 STONE VENEER w 15 ALUMINUM TRELLIS PER LANDSCAPE ARCHITECT 16 ALUMINUM CLAD FASCIA 17 FALSE BALCONY- PRE-FABRICATED ALUMINUM WITH OPEN MESH INFILL PANELS 18 GARAGE ENTRY 13 19 TRASH CHUTE CHIMNEY S I James IS. Black AR0011224 SET DISTRIBUTIONS: jj7 WIV, - — --- - -------- p-wKrom", on' PLAM", E"4 jii I—A SHEET REVISIONS: E— DDITEBY- JD RP KF PROJECT NO. 11-2795 a. Exterior Elevations A6.15 SHEET NOTES KEYNOTES James B. Black A REFER TO SHEET A1.03 FOR GENERAL NOTES 01. STUCCO WALL FINISH PER ASSEMBLY TYP, I 3, FORUNNOBREFERTOSHEETSA1.04 d A1.05 FOR CONSTRUCTION 02 1 112' WIDE STUCCO REVEAL ACCESSORY, TYP. a ASSEMBLIES PROVIDE SEALANT ATENDTERMINATIONS: ARCHITECTURES& C. REFER TO SHEETS A9,11 THROUGH A9.91 FOR DOOR 03 CONTROL JOINT, TYP.. WHERE VERTICAL JOINTS g INTERIOR DESIGN, INC. AND WINDOW DETAILS MEET HORIZONTAL JOINTS OR WINDOWS, OR DOORS, ARMVWFURE IPROVIDESEALANTINVERTICALJOINTSEXTENDING ; I D DIMENSIONS AND WALL TYPES NOTED ON ABOVE THE INTERSECTION s EELEVATIONSINDICATEAROFACCENT FURR -OUTS. REFER TO SECTIONS FOR ADDITIONAL 04 PRE - FABRICATED ALUM GUARDRAIL WITH OPEN p 74soGav ®rre,a; ®vu ®seas INFORMATION MESH INFILL PANELS, TYP. su® 1 spdnp 0 32701 ph.- -007.830.1400 05 HORIZONTAL ROLLER WINDOW WITH INSECT SCREEN, W: 407.830.4143 t AA0002731 TYP. g wMw skucsn rtatmlurmrram -, 06 FIXED WINDOW, TYP. ar 07 PRE - FABRICATED ALUMINUM SUN SHADE, TYP... E 08 ALUMtGLASS STOREFRONT SYSTEM a 09 FLUSH PANEL DOOR PER SCHEDULE 10 METAL PARAPET CAP AND DECORATIVE RAISED BENEFICIALSTUCCOTRIMBAND, TYP. CO iJh'IT1ES 11 METAL PARAPET CAP, TYP.. 2zfim dmAn Reiaa 5a FI.3i4'91 12 PREFABRICATED MESH SCREEN GUARD 13 STUCCO TRIM BAND T 14 STONE VENEER E 15 ALUMINUM TRELLIS PER LANDSCAPE ARCHITECT Metro 16 ALUMINUM CLAD FASCIA Apartments17FALSEBALCONY- PRE- FABRICATEDALUMINUMWITH OPEN MESH INFILL PANELS 19 GARAGE ENTRY gE 19 TRASH CHUTE CHIMNEY Caulk Miami,, FL West Elevation at Existing Parking Structure t Medical Office 3 James B. Black AR0011224 e SET DISTRIBUTIONS: TmL_ f _p3M41__ SHEET REVISIONS: _.. m aitdh, PtOj R 2 . 61TED BY: 30 WWI PROJECT NO. 11 -2795 s f fi` 7F NOG ST8° 6Th Fbu Ytl Fbmr ' SHEET NtaTES A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUMEBREFERTOSHEETSA104 & A1.05 FOR CONSTRUCTION ASSEMBLIES ARCHITECTURE $ C REFER TO SHEETS A9.11THROUGHA9.31FORDOOR 1'':INTERIOR DESIGN, INC. AND WINDOW DETAILS. I AROVECTURE I NMWRDESM D DIMENSIONS AND WALL TYPES NOTED ON ELEVATIONS INDICATE AREAS OF ACCENT FURR -OUTS. REFER TO SECTIONS FOR ADDITIONAL aaso as01i ®9x24. INFORMATION anamo« pdngs, fl 3270 KEY NOTES 407.830A443AA0002739 09 STUCCO WALL FINISH PER ASSEMBLY, TYR. d{ 'xctPddetfimat" 02 1 V2° WIDE STUCCO REVEAL ACCESSORY, TYR. PROVIDE SEALANT AT END TERMINATIONS. 03CONTROLJOINT ,TYP..,WHEREVERTICALJOBNTS A 2 MEET HORIZONTAL JOINTS OR WINDOWS, OR DOORS, PROVIDES T IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION 04 PRE-FABRICATED ALUM GUARDRAIL WITH OPEN BENEFICIAL MESH INFILL PANELS, TYR. CQ3N1A1Uh'117d+:u 05 HORIZONTAL ROLLER WINDOW WITH INSECT SCREEN, 22060& Dfi„ i—.A.. FW42A TYP. 05 FIXED WINDOW, TYR. a 07. PRE - FABRICATED ALUMINUM SUN SHADE, TYP. 08 ALUMIGLASS STOREFRONT SYSTEM Metro09FLUSHPANELDOORPERSCHEDULE 10 METAL PA ET CAP AND DECORATIVE RAISED 4 Apartments STUCCO TRIM BAND, TYP. 11 METAL PARAPET CAP, TYP. 12 PREFABRICATED MESH SCREEN GUARD South Miami, FL 13 STUCCO TRIM BAND 14 STONE VENEER '. 15 ALUMINUM TRELLIS PER LANDSCAPE ARCHITECT 16 ALUMINUM CLAD FASCIA. 17 FALSE BALCONY. PRE - FABRICATED ALUMINUM WITH OPEN MESH INFILL PANELS 18 GARAGE ENTRY 6' 19 TRASH CHUTE CHIMNEY F James B. Black AFd0011224 SET DISTRIBUTIONS: rvh Wick tt.9mmo-i q iP^smc9. 7 4 ikr 1'ekJifii at Exlsun9 Parking Structure 97S ",1 "eO °'.: u MITEDBY: aoRP KF•. ROJECT NO. 11 =2795' SHEET NOTES 0 KEY NOTES A REFER TO SHEET AI.03 FOR GENERAL NOTES 01 STUCCO WALL FINISH PER ASSEMBLY, TYP. B FORUMEBREFERTOSHEETSA1.04 & Al A5 FOR CONSTRUCTION 02 1 1(2® WIDE STUCCO REVEAL ACCESSORY, TYP. ASSEMBLIES. PROVIDE SEALANT AT END TERMINATIONS, ARCFiITECTl1RE: C REFER TO SHEETS A9.1 I THROUGH A9.31 FOR DOOR 03 CONTROL JOINT, TYP.. WHERE VERTICAL JOINTS INTERIOR DESIGN, INC. AND WINDOW DETAILS MEET HORIZONTAL JOINTS OR WINDOWS, OR DOORS,: IPROVIDESTINVERTICALJOINTSEXTENDINGI D DIMENSIONS AND WALL TYPES NOTED ON ABOVE THE INTERSECTION ELEVATIONS INDICATE AREAS OF ACCENT FURR -OUTS. REFER TO SECTIONS FOR ADDITIONAL 0. PRE - FABRICATED ALUM GUARDRAIL WITH OPEN '', res a;ta va; sUnag929. INFORMATION MESH INFILL PANELS, TYP. an ®moms spd 05, n 32709 7 Phone:407.e30.1400. 05 HORIZONTAL ROLLER WINDOW WITH INSECT SCREEN, Paz: 407.830,4143. AA0002731 TYE. w.ew.htiru tr Ewucec.na> n 06 FIXED WINDOW, TYP. 07 PREFABRICATED ALUMINUM SUN SHADE, TYP, E OB ALUMtGLASS STOREFRONT SYSTEM 2 09 FLUSH PANEL DOOR PER SCHEDULE 8 10 METAL PARAPET CAP AND DECORATIVE RAISED BENEV ICISTUCCOTRIMBAND, TYP. g COMN[UNTITIES 11 METAL PARAPET CAP, TYP. a.A.aw A i.Ta.. eae,eA. o-7 amA3a. 12 PREFABRICATED MESH SCREEN GUARD f -- - - s 13 STUCCO TRIM BAND 3 14 STONE VENEER 15 ALUMINUM TRELLIS PER LANDSCAPE ARCHITECT Metro South S8 ALUMINUM CLAD FASCIA t T Apartments17. FALSE BALCONY- PRE - FABRICATED ALUMINUM WITH OPEN MESH INFILL PANELS 10 GARAGE ENTRY 19 TRASH CHUTE CHIMNEY g' - South Miami; FL 24 T IIrP, East Elevation S.W. 61St Avenue 118'm 1'-47° SHEET REVISIONS. Exterior Elevations n SHEET REVISIONS. Exterior Elevations SHEET NOTES A REFER TO SHEET A1A3 FOR GENERAL NOTES 5Y'IC =1$ R4Na"k NZ B REFER TO SHEETS AI.D4&A105 FOR CONSTRUCTION ASSEMBLIES ARCHITECTURE & C REFER TO SHEETS A9;11THROUGHA9e31FORD00R INTERIOR DESIGN, INC. AND WINDOW DETAILS I AWWWWRE I NTEWRDESM tl4^IMI y D DIMENSIONS AND WALL TYPES NOTED ON ELEVATIONS INDICATE AREAS OF ACCENT 4 F1.1 w 475_00 FURR -OUTS. REFER TO SECTIONS FOR ADDITIONAL.. 74b su. dn sINFORMATION0.-t. %p&p, a 2701 1 phon ®: 407.630.1400 KEY NOTES tax, 407 630.4143 AA 2731 01 STUCCO WALL FINISH PER ASSEMBLY, TYP. 02 1 112' WIDE STUCCO REVEAL ACCESSORY, TYR PROVIDE SEALANT AT END TERMINATIONS, L 03 CONTROL JOINT, TYP.. WHERE VERTICAL JOINTS MEET HORIZONTAL JOINTS OR WINDOWS, OR DOORS,'. y PROVIDE SEALANT IN VERTICAL JOINTS ENDING ABOVE THE INTERSECTION 1a BENEFICIAL04PRE - FABRICATED ALUM GUARDRAIL WITH OPEN MESH INFILL PANELS, TYP. CCMMILDITTIES 05 HORIZONTAL ROLLER WINDOW WITH INSECT SCREEN, zsccao-a "a,re ,i1.6+zai TYR EDITEDBY; n0arKF 06 FIXED WINDOW, TYP. - PROJECT NO. 11 -2795 U 07. PRE - FABRICATED ALUMINUM SUN SHADE, TYP.' 08 ALUMIGLASS STOREFRONT SYSTEM S c Metro South09FLUSHPANELDOORPERSCHEDULE Apartments10METALPARAPETCAPANDDECORATIVERAISED STUCCO TRIM BAND, TYP. I I METAL PARAPET CAP, TYP. A6.1 1 12 PREFABRICATED MESH SCREEN GUARD It South Miami, FL 13 STUCCO TRIM BAND T+ 14 STONE VENEER 15 ALUMINUM TRELLIS PER LANDSCAPE ARCHITECT 16 ALUMINUM CLAD FASCIA p 17 FALSEBALCONY- PRE - FABRICATED ALUMINUM WITH T OPEN MESH INF @LL PANELS m 18 GARAGE ENTRY 19 TRASH CHUTE CHIMNEY South lvio S.W. 72nd St, (Sunset DAve) MEMESURKIIIIIIIII I ftl e-M 5Y'IC =1$ R4Na"k NZ ulwvi 6' tl4^IMI y e 4 F1.1 w 475_00 r K1}_ SHEET REVISIONS: L EDITEDBY; n0arKF PROJECT NO. 11 -2795 U r cSk Exterior Elevations A6.1 1 I R!qw-d17tCom!TnityCente!E CLEARANCES Not, Required at all Accessible Baths In Community Center and Clubroom 82. 134. & B5 UFAS Medicine Cabinet rM, Required at Units AS. AS, B2, E13, & E21 GC To Coordinate N SHEET NOTES FLOOR AND CEILING, FIRE CAULK JOINTS AT CONC. A ALL UFAS UNIT CABINETS INCLUDING BATHROOM VANITIES, TO HAVE HANDLE TYPE HARDWARE KEY NOTES ARCHITECTURE & MAY NOT BE REFERENCED ON THIS SHEET INTERIOR DESIGN, INC. 01 MEDICINE CABINET l 7 KX"413 I ARCHITECRIRE I INTEMORDESIGN 02 16"CERAMIC TOWEL BAR 03 24' CHROME TOWEL BAR (PROVIDE SOLID BLOCKING 745 .6..w --, .01. 1121 IN WALL) K-1..p0g.,fl32701 SPRAY UNIT WITH ADJUSTABLE RAIL AND 60' MIR ph- QU30,1400 04 CERAMIC SOAP DISH 9- 407.030.4143 TO 48'AFF. AA002731 05 SHOWER CURTAIN ROD 06 SHOWER HEAD 07 36'HIGH MIRROR, WIDTH TO MATCH VANITY 06 LAVATORY 09 TOILET PAPER HOLDER 10 35 "R WALL CONTINUOUS TO STRUCTURAL 2 FIR FLOOR AND CEILING, FIRE CAULK JOINTS AT CONC. SLAB. 36 GRAS BAR: STRUCTURAL STRENGTH OF "ARbMOUNTINGBRACKETS, FASTENERS AND REINFORCE WALL CONSTRUCTION SHALL BE CONSTRUCTED TO WITHSTAND A 250 LB FORCE APPLIED IN ANY DIRECTION APPLIED ALONG ANY POINT OF THE BAR 37 CONTROL AREA 38 AT LEAS ACCESSIBLE RATHS, PROVIDE SHOWER SPRAY UNIT WITH ADJUSTABLE RAIL AND 60' MIR HOSE. MOUNT SUCH THAT HEAD CAN BE ADJUSTED TO 48'AFF. 30'x 60'SHOWER - 36'x 36' SHOWER nv gawslu_ uqg:Tmwgflg2i.# OiNINS-1011W Mir EVA 30'x 60'SHOWER - 36'x 36' SHOWER nv gawslu_ uqg:Tmwgflg2i.# oe am Section At Tenant Wall/Corridor I I r2 77 BATHTUBS IED IN DASHED LINES REPRESENT LOCATIONS FOR TH RE CONFIGURATIONS. jVpibal Grab Bar Npicking Detail Provide In AM Bathrooms END WALL) C m Lu2y FROMZ am jt2jEE209HEN o T 11 SHEET NOTES A ALL UFAS UNIT CABINETS, INCLUDING BATHROOM S FORMANVANITIES, TO HAVE HANDLE TYPE HARDWARE 14EY NOTES ARCHITECTURE & MAY NOT BE REFERENCED ON THIS SHEET A INTERIOR DESIGN, INC. 01 MEDICINECABINET ARCIVIBUTURE I INTMORDESIGN 02 18'CERAMIC TOWEL BAR I 03 24' CHROME TOWEL BAR (PROVIDE SOLID BLOCKING 745 fl-W --, uAW 1121 IN WALL) A-1. spy p, 6 32701 ph. :4076311400 04 CERAMIC SOAP DISH am: 407.030,4143 AAM2731 05 SHOWER CURTAIN ROD 06 SHOWER HEAD 07 36'HIGH MIRROR, WIDTH TO MATCH VANITY 08 LAVATORY 09 TOILET PAPER HOLDER i. 10 WALL CABINET BENEFICIAT. 11 2X PT BLOCKING COMMUNITIES 1212' DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD na 13 WALL FRAMING PER ASSEMBLY 14 CONT 2 x 6 BLOCKING 15 GYPSUM BOARD PER ASSEMBLY 16 COUNTERTOP & BACKSPLASH Metro South 17 STANDARD 24' DEEP BASE CABINET WITH COUNTER Apartmen ts 18 ACCESSIBLE SHOWER SEAT 19 VWIDE KNEE WALL BELOW 20 PLASTIC LAMINATED COUNTERTOP W1 FINISHED EDGES ON ALL SIDES I! South Miami, FL 21 EDGE OF KITCHEN COUNTERTOP Date 22.1 x WOOD TRIM BELOW 23 BASE TRIM 24 REMOVABLE PIPE PROTECTION BOARD TO MATCH CABINETRY. Cabinet BlQq 21 HORIZONTAL ELECTRICAL BOX FOR OUTLET @ Kitchen 26 ADJUSTABLE HEIGHT SHELVES REQUIRED IN UNITS A3, A6, B2, EQ, & E2, ALSO REQUIRED IN ALL MASTER BEDROOMS IN ALL UNITS, Z fi 27 RESILIENT CHANNELS I James B. BlackU2870PHALFOFELECTRICALOUTLETORSWITCHAR0011224 MOUNTED AT 46'AFF MAX, U.N.O. SET DISTRIBUTIONS: 29 112' MOISTURE RESISTANT GYPSUM BOARD TEXTURED & PAINTED WOO 30 TUB SURROUND 47&' 9 [ owtl pppkm-_'Ok 31 TRIM PER I.D. 32 RECESSED SLAB a, 33 SEALANT 34 TUB Y 35 1-HR WALLCONTINUOUS TO STRUCTURAL2 HR a SHELVES CLOSETS FLOOR AND CEILING, FIRE CAULK JOINTS AT CORD. SEE 21AB92) SLAB. 38 G BAR: STRUCTURAL STRENGTH OF GRAB BARS, 318'=1'-0' MOUNTING BRACKETS, FASTENERS AND REINFORCED z SHEET REVISIONS: WALL CONSTRUCTION SHALL BE CONSTRUCTED TO WITHSTAND A 250 LB FORCE APPLIED IN ANY DIRECTION APPLIED ALONG ANY POINT OF THE BAR 37 CONTROL AREA 38 AT UFAS ACCESSIBLE BATHS, PROVIDE SHOWER SPRAY UNIT WITH ADJUSTABLE RAIL AND 60 MIN, HOSE. MOUNT SUCH THAT HEAD CAN BE ADJUSTED F_ T040'AFF. UNIT FINISHES 4CINE CAB; REFER TO SHEET A1.03 FOR ADD111ONAL REQUIREMENTS FLOORING: ALL APARTMENT SPACES EXCEPT BEDROOMS, BEDROOM CLOSETS, AND LIVING ROOMS SHALL HAVE CERAMIC TILE FLOORS TILE FLOORS SHALL BE INSTALLED PER TCNA HANDBOOK AND i SHALL BE SLIP RESISTANT. IN UPPER FLOORS, TILE SHALL BE INSTALLED OVERA SOUND AND IMPACT ISOLATION MAT DESIGNED TO PROVIDE IIC AND STC EDITED RATINGS OF 50 OR BETTER BETWEEN UNITS PER FBC ItIt 1Y.' KF 1207, AND PROVIDE FOR CRACK SUPPRESSION. PROJECT NO 111-2795 PROVIDE CRACK SUPPRESSION FOR GROUND FLOOR UNITS. TILE BASIS OF DESIGN: DALTILE. GROUT LINES BETWEEN TILES SHALL BE LESS THAN 3116' WIDE. SOUND MAT BASIS OF DESIGN: QT 10 Rim (XV) THICK BEDROOMS, BEDROOM CLOSETS, AND LIVING ROOMS SHALL HAVE LOW-PILE CARPET AND PAD. BASIS OF DESIGN: SHAW OR MOHAWK 2 Unit Details, Finish NI WALL BASE: 3 VTOOLONIAL WOOD BASE ALL ROOMS Schedule & Accessibility PAINT: BASIS OF DESIGN: SHERWIN-WILLIAMS Diagrams WALLS & CEILINGS: PAINT ALL INTERIOR WALLS & ELEVATION CEILINGS WITH PRIMER AND (2) TOPCOATS. KITCHENS AND BATHS SHALL BE SEMI-GLOSS FINISH, A5.91TRIMADOORS: PRE-PRIMED, PAINT (2) TOPCOATS SENAMEL3/4'=l'-O' SEMI -'GLUS M 1st Floor Mail Room6 2nd Floor Game Room FA gI Vig±Cub Room Kitchen W-11-cr ET 03AREFERTOSHEAi. FOR GENERAL NOTES k FORUMN B REFER TO SHEET A1,04 a.,, k5 FOR CONSTRUCTION ASSEMBLIES 02 C REFER TO STRUCTURAL DRAWINGS FOR INTERIOR DESIGNj INC. STRUCTURAL REQUIREMENTS j PLAMW I ARMCEcum I NTMORDE" TE)CTURE. COLOR TO BE APPROVED BY OWNER. 745 MM. w-u., Wt. 1121 2nd Floor Game Room FA gI Vig±Cub Room Kitchen W-11-cr I kuwAlmon M A SHEET REVISIONS: to Interior Elevations & Details A5.81 ET 03AREFERTOSHEAi. FOR GENERAL NOTES k FORUMN B REFER TO SHEET A1,04 a.,, k5 FOR CONSTRUCTION ASSEMBLIES ARCHITECTURE & C REFER TO STRUCTURAL DRAWINGS FOR INTERIOR DESIGNj INC. STRUCTURAL REQUIREMENTS j PLAMW I ARMCEcum I NTMORDE" TE)CTURE. COLOR TO BE APPROVED BY OWNER. 745 MM. w-u., Wt. 1121 PRIME & PAINT AS NEEDED AND AT ALL CUTS Pd g., fl 32701 ph— 407,830.1400 M KEY NOTES f— 407530A 143 AABOD2731 01 AUTH-FLORENCE FRONT LOADING MAILBOXES 10) 4CET2-9,(1)4CET6-6 02 COUNTERTOP & BACKSPLASH TO BE DETERMINED PER INTERIOR DESIGNER 03 ENERGY STAR RATED DISHWASHER BENEFICIALD4ENERGYSTARRATEDACCESSIBLEREFRIGERATOR wl BOTTOM FREEZER & ICEMAKER COKMUNITIFS 05 DBL BOWL KITCHEN SINK wi DISPOSAL (6- MIN BOWL DEPTH) 06 LOW WALL CAP PER INTERIOR DESIGNER 07 FILLER AS NEEDED 08 FINISHED END OR SUPPORT PANEL Metro South 09 4CET" FRONT LOADING MAILBOX Apartments 10 STOREFRONT WINDOW PER SCHEDULE I kuwAlmon M A SHEET REVISIONS: to Interior Elevations & Details A5.81 UFAS UNIT NOTES 11 SHEET NOTES 1. DWELLING UNITS IDENTIFIED AS UFAS UNITS TO COMPLY WITH THE UNIFORM A. SPECIFICATIONS FOR BATHROOMS - 4.34.5 AND KITCHENS - 4,34.6 ALLOW FOR LAVATORY, MIRROR, AND MEDICINE CABINETS TO BE INSTALLED WITH RANGEIOVEN TO HAVE FRONT CONTROLS AND OVEN TO BE SELF-CLEANING A REFER TO SHEET A1.03 FOR GENERAL NOTES FEDERAL ACCESSIBILITY STANDARDS, (UFAS), SECTION 4,34 FOR DWELLING UNITS EITHER PERMANENT ACCESSIBILITY OR ADAPTABIUTY REQUIRED MOUNTING HEIGHTS, CLEARANCES, AND REACH RANGE AND OTHER REFERENCED AND APPLICABLE SECTIONS REQUIREMENTS. IF VANITY CABINET IS PROVIDED UNDER LAVATORY, IT RANGE HOOD TO BE EXHAUST HOOD ONLY WITH WALL SWITCH AS B REFER TO SHEETS A1.04 & A1:05 FOR CONSTRUCTION 7. ACCESSIBLE BATHROOM SHALL BE PER 4.34.5 AND SHALL INCLUDE THE SHALL BE REMOVABLE AS REQUIRED AND FLOOR AND WALL FINISHES REQUIRED ASSEMBLIES 2. ENTRANCE DOOR TO HAVE REQUIRED MANEUVERING SPACE, DOOR WIDTH, FOLLOWING: SHALL BE DONE PRIOR TO INSTALLATION OF CABINET. HOT WATER AND MICROWAVE OVEN TO BE COUNTERTOP TYPE THRESHOLD, AND DOOR HARDWARE PER 4.13 AND 4.14. LEVER STYLE DOOR REQUIRED MANEUVERING CLEARANCE AND CLEAR FLOOR SPACE SHALL BE DRAIN PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED REFRIGERATORJFREEZER TO BE VERTICAL SIDE-BY-SIDE TYPE (OR) C REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL DETAILSHARDWARETOBEPROVIDEDPROVIDEDBATHTUBSSHALLHAVEIN-TUB SEAT PROVIDED AS REQUIRED WITH OVER-AND-UNDER TYPE N SELF-DEFROSTING FREEZER SPACE OF AT 3. ALL INTERIOR PASSAGE DOORS TO ACCESSIBLE SPACES TO HAVE REQUIRED WATER CLOSETS TO BE INSTALLED AT 18' FROM FINISHED SIDEWALL TO CONTROLS, FAUCET, AND SHOWER SPRAY W/ A HOSE INSTALLED AS LEAST 50% BELOW 54'AFF AND HAVE 100% OF THE REFRIGERATOR SPACE D REFER TO SHEETS A5.93, A5.94 A A5.95 FOR CLEAR MANEUVERING SPACE, AND DOOR WIDTH TO COMPLY WITH LEVER STYLE CENTER OF THE WATER CLOSET AND AT LEAST 24' MIN. FROM ADJACENT REQUIRED, STRUCTURAL REINFORCEMENT TO BE INSTALLED TO ALLOW AND CONTROLS BELOW 54'AFF. FLOOR SPACE REQUIREMENTS DOOR HARDWARE TO BE PROVIDED FOR ALL INTERIOR SWING DOORS LAVATORY OR VANITY CABINET, WITH TOP OF TOILET SEAT NO MORE THAN FOR INSTALLATION OF GRAB BARS AS REQUIRED DISHWASHER SHALL HAVE ALL RACK SPACE ACCESSIBLE FROM THE FRONT E REFER TO SHEETS A5.91 & A5.92 FOR GRAB BAR AND 19'AFF. STRUCTURAL REINFORCEMENT TO BE INSTALLED TO ALLOW FOR OF THE MACHINE FOR LOADING AND UNLOADING DISHES BLOCKING INSTALLATION REQUIREMENTS 4. ACCESSIBLE SPACES SHALL INCLUDE LIVING ROOM, DINING ROOM, BEDROOM(S)- INSTALLATION OF GRAB BARS AS REQUIRED 8. KITCHEN SHALL BE PER 4.34.6 AND SHALL INCLUDE THE FOLLOWING: WALL CABINETS SHALL BE INSTALLED TO PROVIDE B07TOM SHELF AT48' THE BEDROOM INA I-BEDROOM UNIT AND AT LEAST TWO BEDROOMS INA 2 OR LAVATORY, MIRROR, AND MEDICINE CABINETS TO BE INSTALLED WITH REQUIRED MANEUVERING CLEARANCE AND CLEAR FLOOR SPACE SHALL BE AFF, EXCEPT CABINETS OVER RANGE AND REFRIGERATOR F REFER TO SHEETS A9.1 1, A9.12 & A9.21 FOR DOOR AND WINDOW SCHEDULES AND DETAILS3-BEDROOM UNIT), ONE BATHROOM, KITCHEN, LAUNDRY, AND STORAGE CLOSETS. REQUIRED MOUNTING HEIGHTS, CLEARANCES, AND REACH RANGE PROVIDEDTHESESPACESSHALLHAVEREQUIREDMANEUVERINGSPACECOMPLYINGNTHREQUIREMENTS. IF VANITY CABINET IS PROVIDED UNDER LAVATORY, IT CABINET DOOR OR DRAWER PULLS TO BE MOUNTED AS REQUIRED G ALL SWINGING DOORS SHALL HAVE AN 18' 4L2.3 FOR TURNING CIRCLE OR T-TURN, AND SURFACES COMPLYING WITH 4.5 SHALL BE REMOVABLE AS REQUIRED AND FLOOR AND WALL FINISHES ALL CONTROLS SHALL COMPLY WITH 4,27 CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SHALL BE DONE PRIOR TO INSTALLATION OF CABINET. HOT WATER AND TOP SURFACE OF COUNTERTOPS SHALL BE AT 34'AFF, EXCEPT AT 9. LAUNDRY FACILITIES WITHIN DWELLING UNIT TO BE ON ACCESSIBLE ROUTE, HAVE SIDE AT FORWARD PULL-SIDE APPROACHES, A 60' 5. EMERGENCY ALARMS SHALL COMPLY WITH 4.28.4 SHALL BE PROVIDED DRAINPIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED DISHWASHER WHICH WILL BE AT 36'AFF. CLEAR FLOOR SPACE AT EQUIPMENT AND IF EQUIPMENT 13 PROVIDED, CONTROLS CLEARANCE SHALL BE PROVIDED PERPENDICULAR AT LEAST ONE WORK SPACE COUNTERTOP SHALL BE PROVIDED WITH AN MUST COMPLY WITH REACH RANGE AND OPERATION REQUIREMENTS PER 4,27 TO THE DOOR OPEN CLEAR FLOOR SPACE BELOW OF 30'WIDE BY 48'TO ALLOW A H DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU FORWARD APPROACH TO THE COUNTER 10. BEDROOM CLOSETS IN ACCESSIBLE BEDROOMS TO HAVE ADJUSTABLE SHELVING DOUBLE BOWL SINK TO BE INSTALLED AS REQUIRED WITH AT LEAST (1) INSTALLED WITHIN REACH RANGE REQUIREMENTS PER 4.25. CLOTHES RODS KEY NOTES BOWL NOT DEEPER THAN 6 Y7. SINK BASE CABINET TO BE REMOVABLE AS SHALL BE AT A MAXIMUM OF 54'AFF. 01 ACCESSIBLE RANGE w/ FRONT-MOUNTED CONTROLS REQUIRED AND FLOOR AND WALL FINISHES SHALL BE DONE PRIOR TO INSTALLATION OF CABINET. HOT WATER AND DRAIN PIPES UNDER SINK WLEGEND 02 DUCTLESS RANGE HOOD jr' a SHALL BE INSULATED OR OTHERWISE COVERED JUNCTION BOX CAST INTO BOTTOM OF 03 ENERGY STAR RATED DISHWASHER CONCRETE SLAB FIRE EXTINGUISHER IN KITCHEN 04 ENERGY STAR RATED ACCESSIBLE REFRIGERATOR FE CABINET. REFER TO GENERAL NOTES w/ BOTTOM FREEZER & ICEMAKER ON SHEET A1.03 FURRED DOWN CEILING; T-O'U.N.O, 05 DBL BOWL KITCHEN SINK 0 DISPOSAL (6m MIN BOWL DEPTH) t NOTE: AT UNITS BELOW FIFTH FLOOR ROOF DECKS, ALL DROP DOWN AND BATHROOM CEILINGS TO BE TVAT.F. AND REMAINING CEILING HEIGHTS TO BE 8'-0`AJ`J`. Bathroom Elevations D --u Kitchen Elevations @mn Unit E2 - Note Plan VW-l'-O' Unift E2 - Dimension Plan 1/4'= V-O" m COMMUMITIES Lmmum F-11MMUNMmi 17 LIGHTABOVE MIRROR 18 RECESSED MEDICINE CABINET m VP w, 19 24' CHROME TOWEL BAR@ 48- A.F.F. k4Iw1flxTBA11[f11j*1f;1 21 CERAMICSOAPDISH 22 TILE SHOWER SURROUND, REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL DETAILS 23 24'GRAB BAR 24 36'GRAB BAR 25 42'GRAB BAR 26 SORT SHOWER GRAB BAR 27 ACCESSIBLE SHOWER SEAT 28 RECESS SLAB Unit E2 UFAS Plans & Interior Elevations L A5.74 FM V w D-ga±mm Elevations itchen Elevations 1/4'=1'-O' 1-1 Unit El - Note Plan Unit El Dimension PlanDLELE! -- 1/4'=l'-O' im= Eafl-j 0 -11:111*4 PROJECT NO. 11-2795 UNIM 5 1-1 11 D Elj aj -,bj (D 10 M nit B6 - Dimension PlanY— 114'=1 ,0' SHEET NO TES A REFER TO SHEET AIJ03 FOR GENERAL NOTES t FORUMN B REFER TO SHEETS A1.04 A AIJ05 FOR CONSTRUCTION CABINT. ER TO GENERAL NOTES ASSEMBLIES ARCHITECTURE & C REFER TO INTERIOR DESIGN DRAWINGS FOR INTERIOR DESIGN, INC. ADDITIONAL DETAILS I AROVECTURE I K04MDEMON D REFER TO SHEETS A5,93, &94 It A5.95 FOR CLEAR FLOOR SPACE REQUIREMENTS 9 745 oFWnM av—, suft 1121 E REFER TO SHEETS A5.916 A5.92 FOR GRAB BAR AND 0—M. apfg1. A 32701 2phf- 407.830.1400407.830.4143 BLOCKING INSTALLATION REQUIREMENTS AA0002739 F REFER TO SHEETS A9.11, A9.12 A A9.21 FOR DOOR AND WINDOW SCHEDULES AND DETAILS G ALL SWINGING DOORS SHALL HAVE AN 18' CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SIDE. AT FORWARD PULL-SIDE APPROACHE% A 60' CLEARANCE SHALL BE PROVIDED PERPENDICULAR TO THE DOOR H DIMENSIONS FACE BENEFICIALARETOOFSTUDORFACEOFCMU COMMUNITIES in KEY NOTES 01 RANGE 02 DUCTLESS RANGE HOOD 03 ENERGY STAR RATED DISHWASHER 04 ENER Y STAGR RATED REFRIGERATOR W ICEMAKER. Metro SouthPROVIDEWATERSUPPLY 05 DIEL BOWL KITCHEN SINK w/ DISPOSAL Apartments 06 PL COUNTERTOP W/ MATCHING 4'BACKS"SH 07 PIL BAR TOP, MATCH COUNTERTOP 08 FILLER AS NEEDED South Miami, FL 09 FINISHED END OR SUPPORT PANEL Date 10 WATER CLOSET 11 LAVATORY IN 21* DEEP VANITY BASE CABINET 12 TUB 13 SHOWER HEAD MOUNTED AT 80'AFF 14 TUB I SHOWER CONTROLS 15 TOILET PAPER HOLDER I James B. Black 16.38' HIGH MIRROR, WIDTH TO MATCH VANITY AR0011224 17 LIGHT ABOVE MIRROR SET DISTRIBUTIONS: 01-.w'5-w ----- ------------- 18 RECESSED MEDICINE CABINET sp. PWK.&,k" Owl 19 24' CHROME TOWEL BAR@48-AF.F. C'WVR" 20 SHOWER CURTAIN ROD 21 ONE-PIECE FIBERGLASS SURROUND 22 12' GRAB BAR 23 24' GRAB BAR 2436'G BAR 25 42'GRAB BAR A SHEET REVISIONS., 26 COST SHOWER GRAB BAR 27 ACCESSIBLE TUB SHOWER SEAT 28 36'x 36° SHOWER 29 6' STUD WALL 30 FLUSH FLOORING TRANSITION 31 IT WIDE VINYL COATED WIRE SHELF WITH DANCING ROD 32 12' DEEP ADJUSTABLE VINYL COATED WIRE SHELF PER DETAIL 21A5.92 33 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT 54'A,F.F. TO THE TOP OF THE SHELF 34 (5) 16' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY EDITED BY: KF 35 (5) IT DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY PROJECT NO. 11-2795 36 AIR HANDLER UNIT A WATER HEATER 8. 37 LARGE KITCHEN DRAWER PER ELDERLY REQUIREMENTS 38 ENERGY STAR RATED WASHER Unit B6 Plans & Interior10KEYNOTES m JUNCTION BOX CAST INTO BOTTOM OF 1, CONCRETE SLAB mommoxcapro rwaimm- EE T SH ER IN KITCHEN @ CABINT. ER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 7-8'U.N.O. mommoxcapro rwaimm- Unit - Reflected Ceiling PlanB5 1 /4'®P -O' L=j (D" Ula — " @Bathroom Elevations 3/8'= 1'-0' Unit 135 - Note Plan Unit B5 - Dimension PlanD ,My SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B FORUM11 B REFER TO SHEETS A1.04 & At 05 FOR CONSTRUCTION ASSEMBLIES ARCHITECTURE & C REFER TO INTERIOR DESIGN DRAWINGS FOR INTERIOR DESIGN, INC. ADDITIONAL DETAILS JARCIVEMUREINFMORDE" D REFER TO SHEETS A5.93, A5.94 & A5.95 FOR CLEAR FLOOR SPACE REQUIREMENTS Ii 12701 E REFER TO SHEETS AS.91 A A5.92 FOR GRAB BAR AND ph.- 407.830.1400 407.830 9543 BLOCKING INSTALLATION REQUIREMENTS AAOD02731 F REFER TO SHEETS A9.1 1, A9.12 A A9.21 FOR DOOR AND WINDOW SCHEDULES AND DETAILS G ALL SWINGING DOORS SHALL HAVE AN 18' CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SIDE. AT FORWARD PULL-SIDE APPROACHES A 60' CLEARANCE SHALL BE PROVIDED PERPENDICULAR TO THE DOOR BENEFICIALHDIMENSIONSARETOFACEOFSTUDORFACEOFCMU COMMUNITIES 11 KEY NOTES M JA. N. S.,— FL34MI 01 RANGE 02 DUCTLESS RANGE HOOD 03 ENERGY STAR RATED DISHWASHER 04 ENERGY STAR RATED REFRIGERATORM ICEMAKER. metro SouthPROVIDEWATERSUPPLY 05 DBL BOWL KITCHEN SINK w/ DISPOSAL Apartments 06 PL COUNTERTOP W1 MATCHING 4' BACKISPLASH 07 PL BAR TOP, MATCH COUNTERTOP 08 FILLER AS NEEDED South Miami, FL 09 FINISHED END OR SUPPORT PANEL Date 10 WATER CLOSET 11 LAVATORY IN 21' DEEP VANITY BASE CABINET 12 TUB 13 SHOWER HEAD MOUNTED AT B(TAFF 14 TUB I SHOWER CONTROLS 15 TOILET PAPER HOLDER I James B, Black 16 36' HIGH MIRROR, WIDTH TO MATCH VANITY AR0011224 17 LIGHT ABOVE MIRROR SET DISTRIBUTIONS: 18 RECESSED MEDICINE CABINET 19 24' CHROME TOWEL BAR@ 48' XF.F. 20 SHOWER CURTAIN ROD 21 ONE-PIECE FIBERGLASS SURROUND gA 22 12' GRAB BAR 23 24' GRAB BAR I. 24 36' GRAB BAR 25 42"GRAH BAR SHEETREVISION& 26 CONT SHOWER GRAB BAR 27 ACCESSIBLE TUB I SHOWER SEAT 28 36'x36"SHOWER 29 TSTUD WALL 30 FLUSH FLOORING TRANSITION 31 12' WIDE VINYL COATED WIRE SHELF WITH HANGING ROD 32 12' DEEP ADJUSTABLE WNYL COATED WIRE SHELF PER DETAIL 21A5.92 33 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT 54'A.F.F, TO THE TOP OF THE SHELF 34 (5) iV DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY rr—ED BY-- 35 (5) 12' DEEP VINYL COATED WIRE SHELVES SPACED I EQUALLY PROJECT NO, 11-2791 36 AIR HANDLER UNIT It WATER HEATER 37 LARGE KITCHEN DRAWER PER ELDERLY REQUIREMENTS 38 ENERGY STAR RATED WASHER JUNCTION BOX CAST INTO BOTTOM OF CONCRETE SLAB FIRE EXTINGUISHER IN KITC'HE CABINET, REFER TO GENERALNNOTES ON SHEET AI.03 FURRED DOWN CEILING; T-8'U.N.O. IN=- ' I za_j'Arp 14 1 a10 rAWA& 4 itches Elevations 3tE' =1' -0' nit B4 - Reflected Ceilin Ian 1l4'= 1'-O', i..l ¢i UPPER FLRS.. D@ UPPER FIRS, D @ UPPER FLRS,. D @ UPPER FLRS C 3RD R.R. s,L @ 3RD FLR aAa o (D @ 3RD FLR. @ 3RD FLR. I w a to c a 1 as g1 Unit 134 - Note Plan LIVICVG ftOOt r1> 1 KITCHEN Du!A 4 Dimensionitn Plan 114.- V-0.:; SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES TORUMN B REFER TO SHEETS A1.04& A1.05 FOR CONSTRUCTION ASSEMBLIES ARCHITECTURE & C REFER TO INTERIOR DESIGN DRAWINGS FOR INTERIOR DESIGN, INC,- ADDITIONAL DETAILS I I NTEFIDRDESM D . REFER TO SHEETS A5,93, A5.94 AA5.95 FOR CLEAR FLOOR SPACE REQUIREMENTS. ! 745.,Wm ®der , ®arcs 1121. spftgs, P132701' E : REFER TO SHEETS A5.91 A A5.92 FOR GRAB BAR AND e': ph. fr a07.a30 r- ao7. ®aoA.aI43la3 BLOCKING INSTALLATION REQUIREMENTS AAM2711: rm w.rarumarch98edure.com F : REFER TO SHEETS A9,11; A9.12 & A9.21 FORGOER AND WINDOW SCHEDULES AND DETAILS f! G ALL SWINGING DOORS SHALL HAVE AN 18' u- CLEARANCE TO THE SIDE OF THE D RONTHEPULL'? SIDE. AT FORWARD PULLZDE APPROACHES, A 60' CL CE SHALL BE PROVIDED PERPENDICULAR 70 THE DOOR BENEFICIALHDIMENSIONSARETOFACEOFSTUDORFACEOFCMU KEY. COMMUNITIES NOTES .: saua , ,, Dra,tr 1,r. 7u nrs11 01 RANGE A 02 DUCTLESS RANGE HOOD. 03 ENERGY STAR RATED DISHWASHER 04 ENERGY STAR RATED REFRIGERATOR twtICEMAKER. Metro SouthPROVIDEWATERSUPPLY 05 DBL BOWL KITCHEN SINK wPDISPOSAL 7 Apartments ' 08 PL COUNTERTOP W! MATCHING 4' BACKSPLASH 07 PL BAR TOP, MATCH COUNTERTOP 1 08 FILLER AS NEEDED South Miami, FL 09 FINISHED END OR SUPPORT PANEL ..id pate 10 WATER CLOSET- 11 LAVATORY IN 21' DEEP VANITY BASE CABINET k 12 TUB ac 13 SHOWER HEAD MOUNTED AT 80' AFF w. 4 14 TUB I SHOWER CONTROLS.. 15 TOILET PAPER HOLDER I T James B. Black 16 36' HIGH MIRROR, WIDTH TO MATCH VANITY AR0011224 17 LIGHT ABOVE MIRROR SET DISTRIBUTIONS: P11 7 18 RECESSED MEDICINE CABINET wall-, , ITkr'ite 3+ to 19 24' CHROME TOWEL BAR @ 48- A.F.F. c7hid..... Sea 6Wa>wm,4 skn 20 SHOWER CURTAIN ROD C12Yrl: -x"x us'1sr, I_ tYmgsrt.. 21. ONE -PIECE FIBERGLASS SURROUND 4 22 12' GRAB BAR 23 24' GRAB BAR 24 36' GRAB BAR 2542 °GRAB BAR A SHEET REVISIONS: 26 GOUT SHOWER GRAB BAR. T 27 ACCESSIBLE TUB I SHOWER SEAT 28 36'x 36'SHOWER 1 29 6' STUD WALL i ... .. 30 FLUSH FLOORING TRANSITION r i 31 12' WIDE VINYL COATED WIRE SHELFWITH t HANGING ROD 32 12' DEEP ADJUSTABLE VINYL. COATED WIRE SHELF PER DETAIL PJA5.92 1_ _ 33 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT 54'A.F.DTOTHETOPOFTHESHELF 34 (5)16° DEEP VINYL COATED WIRE SHELVES SPACEDw u EQUALLY NF 35 (5) 12' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY EDITED BY.. PROJECCTT NN0. 11 -2795 36 AIR HANDLER UNIT & WATER HEATER 37 LARGE KITCHEN DRAWER PER ELDERLY REQUIREMENTS 2S< 38 ENERGY STAR RATED WASHER Unit B4 Plans Interior KEYNOTES Elevations JUNCTION BOX CAST INTO BOTTOM OF CONCRETE SLAB. is FIRE EXTINGUISHER IN KITCHEN FE CABINET. REFER TO GENERAL NOTES ON SHEET A1.03 EDFURRED DOWN CEILING; TL8'U.N.O. k Metr6 Sbuth Apartments South Miami, FL aadat EDITED BY. MY PROJECT NO, 11-2795 at E UFAS UNIT NOTES 0 SHEET NOTES,___,_ 1. DWELLING UNITS IDENTIFIED AS NEAR UNITS TO COMPLY WITH THE UNIFORM 6. SPECIFICATIONS FOR BATHROOMS -4.34.5 AND KITCHENS -4,34.6 ALLOW FOR LAVATORY, MIRROR, AND MEDICINE CABINETS TO BE INSTALLED WITH RANGE/OVEN TO HAVE FRONT CONTROLS AND OVEN TO BE SELF-CLEANING A REFER TO SHEET A1.03 FOR GENERAL NOTES FEDERAL ACCESSIBILITY STANDARDS, (UFAS), SECTION 4.34 FOR DWELLING UNITS EITHER PERMANENT ACCESSIBILITY OR ADAPTABILITY REQUIRED MOUNTING HEIGHTS, CLEARANCES, AND REACH RANGE RANGE HOOD TO BE EXHAUST HOOD ONLY WITH WALL SWITCH AS AND OTHER REFERENCED AND APPLICABLE SECTIONS REQUIREMENTS. IF VANITY CABINET IS PROVIDED UNDER LAVATORY, IT REQUIRED 5 REFER TO SHEETS A1.04 & A1,05 FOR CONSTRUCTION 7, ACCESSIBLE BATHROOM SHALL BE PER 4.345 AND SHALL INCLUDE THE SHALL BE REMOVABLE AS REQUIRED AND FLOOR AND WALL FINISHES ASSEMBLIES 2. ENTRANCE DOOR TO HAVE REQUIRED MANEUVERING SPACE, DOOR WIDTH, FOLLOWING: SHALL BE DONE PRIOR TO INSTALLATION OF CABINET. HOT WATER AND MICROWAVE OVEN TO BE COUNTERTOP TYPE C REFER TO INTERIOR DESIGN DRAWINGS FOR THRESHOLD, AND DOOR HARDWARE PER 4.13 AND 4.14. LEVER STYLE DOOR REQUIRED MANEUVERING CLEARANCE AND CLEAR FLOOR SPACE SHALL BE DRAIN PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED REFRIGERATORIFFEEZER TO BE VERTICAL SIDE-BY-SIDE TYPE (OR) ADDITIONAL DETAILS HARDWARE TO BE PROVIDED PROVIDED BATHTUBS SHALL HAVE IN -TUB SEAT PROVIDED AS REQUIRED WITH OVER-ANDJUNDER TYPE W1 SELF-DEFROSTING FREEZER SPACE OF AT 3. ALL INTERIOR PASSAGE DOORS TO ACCESSIBLE SPACES TO HAVE REQUIRED WATER CLOSETS TO BE INSTALLED AT 18' FROM FINISHED SIDEWALL TO CONTROLS, FAUCET, AND SHOWER SPRAY PC A HOSE INSTALLED AS LEAST 50% BELOW 54'AFF AND HAVE 100% OF THE REFRIGERATOR SPACE D REFER TO SHEETS A5.93, A5.94 & A5.95 FOR CLEAR FLOOR SPACE REQUIREMENTS MANEUVERING SPACE, AND DOOR WIDTH TO COMPLY WITH 4.13. LEVER STYLE CENTER OF THE WATER CLOSET AND AT LEAST 24' MIN. FROM ADJACENT REQUIRED. STRUCTURAL REINFORCEMENT TO BE INSTALLED TO ALLOW AND CONTROLS BELOW 54"AFF. DOOR HARDWARE TO BE PROVIDED FOR ALL INTERIOR SWING DOORS LAVATORY OR VANITY CABINET, WITH TOP OF TOILET SEAT NO MORE THAN FOR INSTALLATION OF GRAB BARS AS REQUIRED DISHWASHER SHALL HAVE ALL RACK SPACE ACCESSIBLE FROM THE FRONT E REFER TO SHEETS A5.91 A A5.92 FOR GRAB BAR AND Ig'AFF. STRUCTURAL REINFORCEMENT TO BE INSTALLED TO ALLOW FOR OF THE MACHINE FOR LOADING AND UNLOADING DISHES BLOCKING INSTALLATION REQUIREMENTS 4: ACCESSIBLE SPACES SHALL INCLUDE LIVING ROOM, DINING ROOM, BEDROOM(S) - INSTALLATION OF GRAB BARS AS REQUIRED B. KITCHEN SHALL BE PER 4.34.6 ANDS L INCLUDE THE FOLLOWING WALL CABINETS SHALL BE INSTALLED TO PROVIDE BOTTOM SHELF AT 48' F REFER TO SHEETS A9.1 1, A912 A A9,21 FOR DOORTHEBEDROOMINA1-BEDROOM UNIT AND AT LEAST TWO BEDROOMS IN A 2 OR LAVATORY, MIRROR, AND MEDICINE CABINETS TO BE INSTALLED WITH REQUIRED MANEUVERING CLEARANCE AND CLEAR FLOOR SPACE SHALL BE AFF, EXCEPT CABINETS OVER RANGE AND REFRIGERATOR AND WINDOW SCHEDULES AND DETAILS 3 BEDROOM UNIT), ONE BATHROOM, KITCHEN, LAUNDRY, AND STORAGE CLOSETS. REQUIRED MOUNTING HEIGHTS, CLEARANCES, AND REACH RANGE PROVIDED THESE SPACES SHALL HAVE REQUIRED MANEUVERING SPACE COMPLYING WITH REQUIREMENTS. IF VANITY CABINET IS PROVIDED UNDER LAVATORY, IT CABINET DOOR OR DRAWER PULLS TO BE MOUNTED AS REQUIRED G ALL SWINGING DOORS SHALL HAVE AN 16' 4.2.3 FOR TURNING CIRCLE OR T-TURN, AND SURFACES COMPLYING WITH 4.5 SHALL BE REMOVABLE AS REQUIRED AND FLOOR AND WALL FINISHES ALL CONTROLS SHALL COMPLY WITH 427 CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SHALL BE DONE PRIOR TO INSTALLATION OF CABINET. HOT WATER AND TOP SURFACE OF COUNTERTOPS SHALL BE AT 34'AFF, EXCEPT AT 9. LAUNDRY FACILITIES WITHIN DWELLING UNIT TO BE ON ACCESSIBLE ROUTE, HAVE SIDE AT FORWARD PULLaDE APPROACHES, A 60' 5. EMERGENCY ALARMS SHALL COMPLY NTH 4.28A SHALL BE PROVIDED DRAIN PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED DISHWASHER WHICH WILL BE AT 36'AFF. CLEAR FLOOR SPACE AT EQUIPMENT AND IF EQUIPMENT IS PROVIDED, CONTROLS CLEARANCE SHALL BE PROVIDED PERPENDICULAR MUST COMPLY WITH REACH RANGE AND OPERATION REQUIREMENTS PER 4.27 TO THE DOOR AT LEAST ONE WORK SPACE COUNTERTOP SHALL BE PROVIDED WITH AN OPEN CLEAR FLOOR SPACE BELOW OF 30' WIDE BY 48' TO ALLOW A H DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU FORWARD APPROACH TO THE COUNTER 10. BEDROOM CLOSETS IN ACCESSIBLE BEDROOMS TO HAVE ADJUSTABLE SHELVING DOUBLE BOWL SINK TO BE INSTALLED AS REQUIRED WITH AT LEAST (1) INSTALLED WITHIN REACH RANGE REQUIREMENTS PER 4.25. CLOTHES RODS KEY NOTES BOWL NOT DEEPER THAN 6 W. SINK BASE CABINET TO BE REMOVABLE AS MAXSHALLBEATA IMUM OF W AFF. 01 ACCESSIBLE RANGE wl FRONT-MOUNTED CONTROLS REQUIRED AND FLOOR AND WALL FINISHES SHALL BE DONE PRIOR TO EiE2E INSTALLATION OF CABINET. HOT WATER AND DRAIN PIPES UNDER SINK DUCTLESS RANGE HOOD SHALL BE INSULATED OR OTHERWISE COVERED JUNCTION BOX CAST INTO BOTTOM OF CONCRETES LAB 03 ENERGY STAR RATED DISHWASHER FIRE EXTINGUISHER IN KITCHEN 04 ENERGY STAR RATED ACCESSIBLE REFRIGERATORFECABINET. REFER TO GENERAL NOTES wl BOTTOM FREEZER A ICEMAKER ON SHEET A1.0314@41hFLP FURRED DOWN CEILING: T-B'U.N.O. 05 DBL BOWL KITCHEN SINK wl DISPOSAL (V MIN BOWL r-r D DEPTH) 06 PL COUNTERTOP PC MATCHING 4'BACKSPLASH A 07 PL BAR TOP, MATCH COUNTERTOP 08 FILLER AS NEEDED 09 FINISHED END OR SUPPORT PANEL 10 ACCESSIBLE WATER CLOSET 7 I 30'x 60'ROLL-IN SHOWER 40 ROLL-IN1236'X36 SHOWER Q -Ise R G 13 SHOWER HEAD ON ADJUSTABLE SLIDE BAR Wl 60' MIN491HOSED 4 SHOWERCONTROLS U Q I 15 TOILET PAPER HOLDER Unit B3- Reflected Ceillh Plan 16 36' HIGH MIRROR, WIDTH TO MATCH VANITY AND 114' =1' -O' QNE1d- c I BOTTOM OF RELFECTIVE SURFACE MAX 40'AFF 35 17 LIGHT ABOVE MIRROR O 18 RECESSED MEDICINE CABINET dElk0g1924' CHROME TOWEL BAR @ 48-A.F.F. 20 SHOWER CURTAIN ROD0> 0 j 21 CERAMIC SOAP DISH UnitB3 Note Plan. 22 T LE SHOWER SURROUND, REFER TO INTERIOR 1/4"=l'-O" DESIGN DRAWINGS FOR ADDITIONAL DETAILS 23 24" GRAB BAR drz Nr 24 36' GRAB BAR sVic 64' 542'G BAR 26 COST SHOWER GRAB BAR 27 ACCESSIBLE SHOWER SEAT Q Tw 28 RECESS SLAB Gr throom Elevations 29 COUNTERTOR & BACKSPLASH PER INTERIOR DESIGN 3/8'70' 30 COUNTER- MOUNTED LAVATORY 31 PIPE PROTECTION PANEL z; m 11 32 6. STUD WALL W- 33 FLUSH FLOORING TRANSITION 34 12' WIDE VINYL COATED WIRE SHELF WITH wV110 Wicks WX.I% n L HANGING ROD 0- 3512' DEEP ADJUSTABLE VINYL COATEDWIRE SHELF 0=9 PER DETAIL 2dA5.92 36 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT 61 111-S UVI 54'A.F.F. TO THE TOP OF THE SHELF 37 (5) 16' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY OPEN owl 00LI 38 (5) 1T DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 39 AIR HANDLED UNIT & WATER HEATER 3i as 14' INV r- Q 40 LARGE KITCHEN DRAWER PER ELDERLY itc en ations Un' imension Plan REQUIREMENTS D 41 ENERGY STAR RATED WASHER Metr6 Sbuth Apartments South Miami, FL aadat EDITED BY. MY PROJECT NO, 11-2795 at ARCHITECTURE & INTERIOR DESIGN, INC. PLA"4G I MCMEMUFM I MMMDE" M5 -h 4".. , x "M 112.1 0-1. 032701 ph- 494.830.1400 f- 407.830.4143 Metro South Apartments SET A SHEET REVISIONS: Unit B2 - Dimension PlanDlla!L M Ill 11.7d I M] 0 .4 "Welzi FWARreflol U. U. w r-FIRIT, • 0=11 Kitchen Elevations NOTE: AT UNITS BELOW FIFTH FLOOR ROOF DECKS, ALL DROP DOWN AND BATHROOM CEILINGS TO BE T4'A.F.F. AND REMAINING CEILING HEIGHTS TO BE "'A.F.F. Unit Bl- Reflected Ceiling Plan 1/4'=l'-O' 0 Unit B1 - Note Plan Z Ynit 131 - Dimension Plan I.—I 114"=I'-0 " Metro South Apartments South Miami, FL Data James B. Black AR001 1224 wVM— %wwbl' vqyz a I EDITED BY: KF PROJECT NO. 11-2795 LIOJM=l JUNCTION BOX CAST INTO BOTTOM 0 CONCRETE SLAB A REFER TO SHEET AIJI3 FOR GENERAL NOTES r34=' B REFER TO SHEETS A1.04 & A1,05 FOR CONSTRUCTION 11 ASSEMBLIES ARCHITECTURE & C ` f TO INTERIOR DESIGN DRAWINGS FOR INTERIOR DESIGN, INC ADDITINAL DETAILS D REFER TO SHEETS A5.93, A5.94 & A5.95 FOR CLEAR FLOOR SPACE REQUIREMENTS 745.,M.W 1121 a"monle spriV, n 32701 E REFER TO SHEETS A5.91 & A5.92 FOR GRAB BAR AND ph.n.; 407.830.1400 f-407.830AI43 BLOCKING INSTALLATION REQUIREMENTS AA0002731 F REFER TO SHEETS A9.1 1, A9J2 & A9.21 FOR DOOR AND WINDOW SCHEDULES AND DETAILS G ALL SWINGING DOORS SHALL HAVE AN 18. CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SIDE. AT FORWARD PULL-SIDE APPROACHES, A 60* CLEARANCE SHALL BE PROVIDED PERPENDICULAR TO THE DOOR BENEFICIAL COMMUNITIES NOTE8EyNE Metro South Apartments South Miami, FL Data James B. Black AR001 1224 wVM— %wwbl' vqyz a I EDITED BY: KF PROJECT NO. 11-2795 LIOJM=l JUNCTION BOX CAST INTO BOTTOM 0 CONCRETE SLAB FIRE EXTINGUISHER IN KITCHEN CABINET, REFER TO GENERAL NOTES ON SHEET At J)3 MMFURRED DOWN CEILING, T-01 LLN.O. UFAS UNIT NOTES M SHEET NOTES 1. DWELLING UNITS IDENTIFIED AS LEAS UNITS TO COMPLY WITH THE UNIFORM 6. SPECIFICATIONS FOR BATHROOMS - 4.34.5 AND KITCHENS - 4,34.,6 ALLOW FOR LAVATORY, MIRROR, AND MEDICINE CABINETS TO BE INSTALLED WITH RANGEJOVEN TO HAVE FRONT CONTROLS AND OVEN TO BE SELF - CLEANING A. REFER TO SHEETAI.03 FOR GENERAL NOTES r FORUMEFEDERALACCESSIBILITYSTANDARDS, {UFAS}, SECTION 4.34 FOR DWELLING UNITS EITHER PERMANENT ACCESSIBILITY OR ADAPTABILITY REQUIRED MOUNTING HEIGHTS, CLEARANCES, AND REACH RANGE. HOOD 70 BE EXHAUST HOOD ONLY WITH WALL SWITCH AS S AND OTHER REFERENCED AND APPLICABLE SECTIONS REQUIREMENTS. IF VANITY CABINET IS PROVIDED UNDER LAVATORY; IT RANGE REQUIRED B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION A T ACCESSIBLE BATHROOM SHALL BE PER 4.34.5 AND SHALL INCLUDE THE SHALL BE REMOVABLE AS REQUIRED AND FLOOR AND WALL FINISHES ASSEMBLIES , ARCHITECTURE 2. ENTRANCE DOOR TO HAVE REQUIRED MANEUVERING SPACE, DOOR WIDTH, FOLLOWING: SHALL BE PONE PRIOR TO INSTALLATION OF CABINET, HOT WATER AND 4 MICROWAVE OVEN TO BE COUNTERTOP TYPE C REFER TO INTERIOR DESIGN DRAWINGS FOR I.= INTERIOR DESIGN, INC. THRESHOLD, AND DOOR HARDWARE PER 4::13 AND 4.14.. LEVER STYLE DOOR REQUIRED MANEUVERING CLEARANCE AND CLEAR FLOOR SPACE SHALL BE DRAIN PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED REFRIGERATORffREEZER TO BE SIDE -BY -SIDE TYPE (OR) :.. ADDITIONAL DETAILS e I I HARDWARE TO BE PROVIDED PROVDED r: BATHTUBS SHALL HAVE IN -TUB SEAT PROVIDED AS REQUIRED WITH OVER-AND -UNDER TYPE Wd SELF - DEFROSTING FREEZER SPACE OF AT WATER CLOSETS TORE INSTALLED AT 18' FROM FINISHED SIDEWALL TO CONTROLS, FAUCET, AND SHOWER SPRAY Wt A HOSE INSTALLED AS LEAST 50% BELOW 54' AFF AND HAVE 100% OF THE REFRIGERATOR SPACE D REFER TO SHEETS A5.93, A5.94 A AS.95 FOR CLEAR d 745.,Wi W u®, sidle 11213. ALL INTERIOR PASSAGE DOORS TO ACCESSIBLE SPACES TO HAVE REQUIRED CENTER OF THE WATER CLOSET AND AT LEAST 24' MIN. FROM ADJACENT UREQUIRED. STRUCTURAL REINFORCEMENT TO BE INSTALLED TO ALLOW AND CONTROLS BELOW 54 °AFF. FLOOR SPACE REQUIREMENTS 3L : 0 32701MANEUVERINGSPACE, AND DOOR WIDTH TO COMPLY WITH 4.13, :. LEVER STYLE DOOR HARDWARE TO BE PROVIDED FOR ALL INTERIOR SWING DOORS LAVATORY OR VANITY CABINET, WITH TOP OF TOILET SEAT NO MORE THAN FOR INSTALLATION G BARS AS REQUIRED DISHWASHER SHALL HAVE ALL RACK SPACE ACCESSIBLE FROM THE FRONT E REFER TO SHEETS A5.91 & A5.92 FOR GRAB BAR AND Re, epg., f- 407.63DA143 19' AFF. STRUCTURAL REINFORCEMENT TO BE INSTALLED TO ALLOW FOR OF THE MACHINE FOR LOADING AND UNLOADING DISHES BLOCKING INSTALLATION REQUIREMENTS ': AA0002731 4;- ACCESSIBLE SPACES SHALL INCLUDE LIVING ROOM, DINING ROOM, BEDROOM (S) -. INSTALLATION OF G BARS AS REQUIRED @. KITCHEN SHALL BE PER 4.34.6 AND SHALL INCLUDE THE FOLLOWING: WALL CABINETS SHALL BE INSTALLED TO PROVIDE BOTTOM SHELF AT 48' F REFER TO SHEETS A9.11, A9.12 & AE21 FOR DCCR s THE BEDROOM IN A 1- BEDROOM UNIT AND AT LEAST TWO BEDROOMS IN A 2 OR LAVATORY, MIRROR, AND MEDICINE CABINETS TO BE INSTALLED WITH REQUIRED MANEUVERING CLEARANCE AND CLEAR FLOOR SPACE SHALL BE AFF, EXCEPT CABINETS OVER RANGE AND REFRIGERATOR AND WINDOW SCHEDULES AND DETAILS3•13EDROOM UNIT ), ONE BATHROOM, KITCHEN, LAUNDRY, AND STORAGE CLOSETS. REQUIRED MOUNTING HEIGHTS, CLEARANCES, AND REACH RANGE PROVIDED CABINET DOOR OR DRAWER PULLS TO BE MOUNTED AS REQUIREDTHESESPACESSHALLHAVEREQUIREDMANEUVERINGSPACECOMPLYINGWITHREQUIREMENTS.. IF VANITY CABINET IS PROVIDED UNDER LAVATORY, IT G ALL SWINGING DOORS SHALL HAVE AN 18' w 4.23 FOR TURNING CIRCLE OR T -TURN, AND SURFACES COMPLYING WITH 4,5 SHALL BE REMOVABLE AS REQUIRED AND FLOOR AND WALL FINISHES ALL CONTROLS SHALL COMPLY WITH 4.27 CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SHALL BE DONE PRIOR TO INSTALLATION OF CABINET. HOT WATER AND TOP SURFACE OF COUNTERTOPS SHALL BE AT 34' AFF, EXCEPT AT 9. LAUNDRY FACILITIES WITHIN DWELLING UNIT TO BE ON ACCESSIBLE ROUTE, HAVE SIDE. AT FORWARD PULL -SIDE APPROACHES, A 60' 5. EMERGENCY ALARMS SHALL COMPLY WITH 4.28:4 SHALL BE PROVIDED DRAINPIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED DISHWASHER WHICH WILL BE AT 36' AFF. CLEAR FLOOR SPACE AT EQUIPMENT AND IF EQUIPMENT IS PROVIDED, CONTROLS CLEARANCE SHALL BE PROVIDED PERPENDICULAR B AT LEAST ONE WORK SPACE COUNTERTOP SHALL BE PROVIDED WITH AN MUST COMPLY WITH REACH RANGE AND OPERATION REQUIREMENTS PER 4.27 TO THE DOOR BENEFICIALOPENCLEARFLOORSPACEBELOWOF30' WIDE BY 48' TO ALLOW A H DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU :. FORWARD APPROACH TO THE COUNTER 10. BEDROOM CLOSETS IN BEDROOMS TO HAVE ADJUSTABLE SHELVING e COMMUNITIES 1` DOUBLE BOWL SINK TO BE INSTALLED AS REQUIRED WITH AT LEAST III INSTALLED WITHIN REACH RANGE REQUIREMENTS PER 4 25. CLOTHES RODS KEY NOTES zwao-A•u = = ®tea .aasaa BOWL NOT DEEPER THAN 6'5'. SINK BASE CABINET TO BE REMOVABLE AS SHALL BEATA MAXIMUM OF 54'AFF. 01 ACCESSIBLE RANGE w/ FRONT-MOUNTED CONTROLS s I } ` REQUIRED AND FLOOR AND WALL FINISHES SHALL BE DONE PRIOR TO LEGEND - INSTALLATION OF CABINET, HOT WATER AND DRAIN PIPES UNDER SINK 02: DUCTLESS RANGE HOOD SHALL BE INSULATED OR OTHERWISE COVERED JUNCTION BOX CAST INTO BOTTOM OF J CONCRETE SLAB 03 ENERGY STAR RATED DISHWASHER i FIRE EXTINGUISHER IN KITCHEN FE CABINET. REFER TO GENERAL NOTES 04 ENERGY STAR RATED ACCESSIBLE REFRIGERATOR Metro outDa- a°H I @ UPPER FLITS ON SHEET A1.03 wt BOTTOM FREEZER & ICEMAKER. g3aoFLR A FURRED DOWN CEILING: %8' U.N.O. 05 DEL BOWL KITCHEN SINK wl DISPOSAL SF MIN BOWL Apartments Y-1 tA" DEPTH} s 06 PL COUNTERTOP WI MATCHING4'BACKSPLASH 1 07 PL BAR TOP, MATCH COUNTERTOP a South Miami, FL 4 * Z 08 FILLER AS NEEDED D ate - LIVING ROOM TYP Ora a'k 09 FINISHED END OR SUPPORT PAN EL FIR: 90 ACCESSIBLE WATER CLOSET . ri 1t. 30' x 60' ROLL-IN SHOWER 1236 °X36aROLL- INSHOWER OF4 13 SHOWER HEAD ON ADJUSTABLE SLIDE BAR W160' MIN HOSE a KTr °HEN I 47 14SHOWERCONTROLS E I T James B. Black PlanUnit6- Reflected Ceili Han 114 " =1° i:U A O g TH ti5 TOILET PAPER HOLDER AR001122A WHET D9STRISi T10NS. anti S T1R 16 36° HIGH MIRROR, WIDTH TO MATCH VANITY AND BOTTOM OF RELFECTIVE SURFACE MAX 40' AFF wwl; I: t p` IcIA0 17 LIGHT ABOVE MIRROR rs1 _*H0 18. RECESSED MEDICINE CABINET 99 24' CHROME TOWEL BAR @48 "A,F.F... as 1, to as : ara 'c5 20 SHOWER CURTAIN ROD 21 "CERAMIC SOAP DISH Unit A6 .:- Dimension Plan 22 TILE SHOWER SURROUND, REFER TO INTERIOR14 DESIGN DRAWINGS FOR ADDITIONAL DETAILSI1I4 " -1'-0' 23 24' GRAB BAR SHEET REVISIONS: 24 36. GRAB BAR. N 25 42' GRAB BAR y 26 CONT SHOWER GRAB BAR O. 21 n 3091° Q Q 27 ACCESSIBLE SHOWER SEAT Bathroom Elevations a; I 28 RECESS SLAB 29 COUNTERTOP & BACKSPLASH PER INTERIOR DESIGN a i 30 COUNTER-MOUNTED LAVATORY. G 31. PIPE PROTECTION PANEL 1( t 32 6° STUD WALL. a; .. 33 FLUSH FLOORING TRANSITION ra 34 12' WIDE VINYL COATED WIRE SHELF WITH F a 0v w ;s W2 w ;T vim 6 €J HANGING ROD EDITE08Y; KF' I lie, I I I I r 35 12' DEEP ADJUSTABLE VINYL COATED WIRE SHELF PROTECTNO. 11 -2795 PER DETAIL 2dAS,92 r. I1 LT° +7' um s P-0 w aav` , „ au°- 36 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT d Ls a7 01 54' A.F.F. TO THE TOP OF THE SHELF Sm REFRIG 37 (5) 16' DEEP VINYL COATED WIRE SHELVES SPACED ti EQUALLY : rc H : OPEN WASHER RANGE I Unit A6 UFAS PIanS. Sc LLm, 38 (5) IT DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY W IIl10FlOF Elevations L 301fY Dr ::. ,, c1A4;"k I q1 ti, 1st" : L3 ICI I F1 .°' 39 AIR HANDLER UNIT &WATER HEATER p h 40 LARGE KITCHEN DRAWER PER ELDERLY U a Kitchen Elevations Unit A - Dimension Plan REQUIREMENTS g I 41. ENERGY STAR RATED WASHER :. o NOTE: AT UNITS BELOW FIFTH FLOOR ROOF DECKS, ALL DROP DOWN AND BATHROOM CEILINGS TO BE T4'. A.F.F. AND REMAINING CEILING HEIGHTS TO BE "' AF.F. Unit A5- Deflected Ceiling Ian A 0a i5 ps REFRI(i ...... RANGE GISN r7iWhSNER: pi. r. as Q Kitchen Elevations rol FOIL INSULATION nit A - Note Ian R 0 Dimension Plan SHEET NOTES A REFERTOSHEETA1.03 FOR GENERAL NOTES FORUMN B REFER TO SHEETS A1 .04 &At JOE FOR CONSTRUCTION T ASSEMBLIES ARCHITECTURE &. INTERIOR DESIGN, INC. C REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL DETAILS PLANNNG I ARavwmm I D REFER TO SHEETS A5;93,A5.94 &A5.95 FOR CLEAR FLOOR SPACE REQUIREMENTS I", ta I- „:1ie; 111¢® 5119 K.—A. aprMp, n 33701 E REFER TO SHEETS A5.91 & A5.92 FOR GRAB BAR AND Ph°” ®; 407.830:1400. f- :407.@30.4143 BLOCKING INSTALLATION REQUIREMENTS AA0002731 w++wlrieu,eu,6u mraa teP.eemn F- REFER TO SHEETS A9.11, A9.12 AA9.21 FOR DOOR i AND WINDOW SCHEDULES AND DETAILS k G ALL SWINGING DOORS SHALL HAVE AN 18' CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL ` T- SIDE, AT FORWARD PULL -SIDE APPROACHES, A 60' CLEARANCE SHALL BE PROVIDED PERPENDICULAR. TO THE DOOR H- DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU COMMUNITIES KEYNOTES aaaoa s. CL3S1 01 RANGE 02 DUCTLESS RANGE HOOD k 03 ENERGY STAR RATED DISHWASHER.. 04 ENERGY STAR RATED REFRIGERATOR wl ICEMAKER. tC SouthPROVIDEWATERSUPPLY 05 DBL BOWL KITCHEN SINK Wt DISPOSAL 1,'; Apartments 06 PL COUNTERTOP W1 MATCHING 4' BACKSPLASH 07 PL BAR TOP; MATCH COUNTERTOP Tt 08 FILLER AS NEEDED South Miami, FL 09 FINISHED END OR SUPPORT PANEL.. Date 10 WATER CLOSET 11 LAVATORY IN 21' DEEP VANITY BASE CABINET 12 TUB 13" SHOWER HEAD MOUNTED AT 80" AFF ASS 14 TUB I SHOWER CONTROLS gI 15 TOILET PAPER HOLDER 1 James B. Black 18 36' HIGH MIRROR, WIDTH TO MATCH VANITY y AR0011224 17 LIGHT ABOVE MIRROR u SET DISTRIBUTIONS: 18 RECESSED MEDICINE CABINET: A117 j. rVN4 1 19 24' CHROME TOWEL BAR @ 48' A.F.F. 20 SHOWER CURTAIN ROD fi1 I: pxxrv.s4 Mim7 t; P4,*"'s 21 ONE -PIECE FIBERGLASS SURROUND 22..12' GRAB BAR 2324' GRAB BAR 2 24 36' GRAB BAR 25 42' GRAB BAR m SHEET REVISIONS.:: 26 CONT SHOWER GRAB BAR 4E 27 ACCESSIBLE TUB I SHOWER SEAT 28 36'x 36' SHOWER 29 6' STUD WALL 30 FLUSH FLOORING TRANSITION' 31 12' WIDE VINYL COATED WIRE SHELF WITH HANGING ROD 32:12'DEEP ADJUSTABLE VINYL COATED WIRE SHELF PER DETAIL TA5.92 33 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT 54'AF.F. TO THE TOP OF THE SHELF 34 (5)16' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY EDITED BY¢ xs ' 35 (5)12' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY PROJECT N0, 11 -2795 36 AIR HANDLER UNIT & WATER HEATER 37 LARGE KITCHEN DRAWER PER ELDERLY REQUIREMENTS 38 ENERGY STAR RATED WASHER Unit A5 Plans& Interior KEY NOTES Elevations JUNCTION BOX CAST INTO BOTTOM OF CONCRETE SLAB FIRE EXTINGUISHER IN KITCHEN FE r CABINET. REFER TO GENERAL NOTES ON SHEET A1.03 A5.65 FURRED DOWN CEILING; T-8' U,N,O. I q BELOWNOTE: AT UNITS O ROOF DECKS, ALL Y`O' DOWN AND BATHROOM CEILINGS TO BE AND REMAINING CEILING HEIGHTS TO B O 0 D_Latrom Elevations 318"=l'-O' lima LL_ I: FiQ tions OIBsm "tl` -b" LIVING Rt10M A w I BEDROQM I y,ei 0 1 21 Unit A4 Dimension Plan 9t4'a 1' -O" Unit - Dimension 'Pln SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES tFORUME B REFER TO SHEETS A1.04 6 A1:05 FOR CONSTRUCTION ASSEMBLIES ARCHITECTURE & C REFER TO INTERIOR DESIGN DRAWINGS FOR INTERIOR DESIGN, INC.. ADDITIONAL DETAILS I AROMECTURE I MMORDERM D REFER TO SHEETS A5.93, A5.94 & AS95 FOR CLEAR d'. FLOOR SPACE REQUIREMENTS 745.4 v &e,ua, ss4t 1 >29 a &amuntg sprin0s., 032701 E ' REFER TO SHEETS A5.91 & A5.92 FOR GRAB BAR AND Phan' 40 .830,1400 ett: 407.830.4743 BLOCKING INSTALLATION REQUIREMENTS.. AA 2731 Poeumarcfillae ure.com F REFER TO SHEETS A9.11, A9.12 & A9.21 FOR DOOR AND WINDOW SCHEDULES AND DETAILS G- ALL SWINGING DOORS SHALL HAVE AN 18' CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL s:. SIDE, AT FORWARD PULL-SIDE APPROACHES, A60" CLEARANCE SHALL BE PROVIDED PERPENDICULAR TO THE DOOR ABENEFICIAL 1 CO TJIVITIES KEY NOTES N a a7 b.. H TPA 01 RANGE 02. DUCTLESS RANGE HOOD 03 ENERGY STAR RATED DISHWASHER s I: 04 ENERGY STAR RATED REFRIGERATOR wdICEMAKER: 8tr tPROVIDEWATERSUPPLY 05. DBL BOWL KITCHEN SINK W1 DISPOSAL II, Apartments : 5: 06 PL COUNTERTOP W( MATCHING 4' BACKSPLASH 07 PL BAR TOP, MATCH COUNTERTOP 00. FILLER AS NEEDED South Miami, FL 09 FINISHED END OR SUPPORT PANEL Date 10 WATER CLOSET 11 LAVATORY IN 21' DEEP VANITY BASE CABINET 12 TUB 13 SHOWER HEAD MOUNTED AT 80 ®AFF 14 TUB ISHOWER CONTROLS, 15 TOILET PAPER HOLDER T James. B. Black` 16 36' HIGH MIRROR, WIDTH TO MATCH VANITY AR0011224 17 LIGHT ABOVE MIRROR E SET DISTRIBUTIONS A aTa ^1 t: -.. 18 RECESSED MEDICINE CABINET 04c, .: 54A-1101001* rA=r#N tx si rm,,Av t,* 19 24' CHROME TOWEL BAR (aj 40' A.F.F: 3uHir. 4 mma ,. 20 SHOWER CURTAIN ROD vizi - 21 ONE-PIECE FIBERGLASS SURROUND . 22 12® GRAB BAR I- 23 24' GRAB BAR 1 24 36"GRABBAR 25: 42' GRAB BAR SHEET REVISIONS: 26 CONT SHOWER GRAB BAR : m...,...a 27 ACCESSIBLE TUB /SHOWER SEAT. p _ 20.36' x 36' SHOWER 296'STUDWALL 30 FLUSH FLOORING TRANSITION 31 IT WIDE VINYL COATED WIRE SHELF WITH IHANGINGROD I: c 32 12' DEEP ADJUSTABLE VINYL COATED WIRE SHELF PER DETAIL 2IA5.92 33 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT I 54'A.F.F.TOTHE TOP OF THE SHELF 1 34 (5) 16' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY E EDITED BY: xF c 35 (5) 12' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY PROJECT NO. 11 -2795 36 AIR HANDLER UNIT A WATER HEATER - 3 37 LARGE KITCHEN DRAWER PER ELDERLY dREQUIREMENTS 38 ENERGY STAR RATED WASHER JUNCTION BOX CAST INTO BOTTOM OF CONCRETE 13 FIRE EXTINGUISHER IN KITCHEN ON 1 FURRED D e 13 ii I • i ph.— 407,630.1400 f_ 40TS30.4143 00 ; COSUAUNITIES W UFAS UNIT NOTES E SHEET NOTES 9. DWELLING UNITS IDENTIFIED AS UFAS UNITS TO COMPLY WITH THE UNIFORM 6. SPECIFICATIONS FOR BATHROOMS -4.34 5 AND KITCHENS - 4.34.6 ALLOW FOR LAVATORY MIRROR AND MEDICINE CABINETS TO BE INSTALLED WITH GEtOVEN 70 HAVE FRONT CONTROLS AND OVEN TO BE FAREFER TO SHEET A1.03 FOR GENERAL NOTES FEDERAL ACCESSIBILITY STANDARDS, (UFAS), SECTION 4.34 FOR DWELLING UNITS EITHER PERMANENT ACCESSIBILITY OR ADAPTABILITY REQUIRED MOUNTING HEIGHTS, CLEARANCES, AND REACH RANGE RANGE HOOD TO BE EXHAUST HOOD ONLY WITH WALL SWITCH AS AND OTHER REFERENCED AND APPLICABLE SECTIONS REQUIREMENTS. IF VANITY CABINET IS PROVIDED UNDER LAVATORY, IT REQUIRED B REFER TO SHEETS A1,04 &A1.05 FOR CONSTRUCTION 7. ACCESSIBLE BATHROOM SHALL BE PER 434:5 AND SHALL INCLUDE THE SHALL BE REMOVABLE AS REQUIRED AND FLOOR AND WALL FINISHES ASSEMBLIES 2. ENTRANCE DOOR TO HAVE REQUIRED MANEUVERING SPACE, DOOR WIDTH, FOLLOWING: SHALL BE DONE PRIOR TO INSTALLATION OF CABINET.. HOT WATER AND s MICROWAVE OVEN TO BE COUNTERTOP TYPE ' C" REFER TO INTERIOR DESIGN DRAWINGS FOR THRESHOLD, AND DOOR HARDWARE PER 4.13 AND 4.14. LEVER STYLE DOOR o REQUIRED MANEUVERING CLEARANCE AND CLEAR FLOOR SPACE SHALL BE DRAIN PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED REFRIGERATORIFREEZER TO BE VERTICAL SIDE-BY-ODE TYPE (OR) ADDITIONAL DETAILS HARDWARE TO BE PROVIDED PROVIDED BATHTUBS SHALL HAVE IN -TUB SEAT PROVIDED AS REQUIRED WITH OVER- AND -UNDER TYPE W/ SELF -DEFROSTING FREEZER SPACE OF AT WATER CLOSETS TO BE INSTALLED AT 18'FROM FINISHED SIDEWALL TO CONTROLS, FAUCET, AND SHOWER SPRAY W/A HOSE INSTALLED AS LEAST 50% BELOW 54' AFF AND HAVE 100% OF THE REFRIGERATOR SPACE D REFER TO SHEETS A5.93, A5.94 & A5°95 FOR CLEAR 8: ALL INTERIOR PASSAGESSACE, DOORS TO ACCESSIBLE SPACES TO HAVE REQUIRED CENTER OF THE WATER CLOSET AND AT LEAST 24' MIN, FROM ADJACENT REQUIRED. STRUCTURAL REINFORCEMENT TO BE INSTALLED TO ALLOW AND CONTROLS BELOW 54' AFF. FLOOR SPACE REQUIREMENTS DOOR HARDWARE TO BE PROVIDED OR ALL INTERIOR WING DOORS LEVER STYLE DOOR HARDWARE TO BE PROVIDED FOR ALL INTERIDR SWING DOORS LAVATORY OR VANITY CABINET, WITH TOP OF TOILET SEAT NO MORE THAN FOR INSTALLATION OF GRAB BARS AS REQUIRED DISHWASHER SHALL HAVE ALL RACK SPACE ACCESSIBLE FROM THE FRONT E . REFER TO SHEETS A5.91 & A5.92 FOR GRAB BAR AND 1WAFT. STRUCTURAL REINFORCEMENT TO BE INSTALLED 70 ALLOW FOR OF THE MACHINE FOR LOADING AND UNLOADING DISHES BLOCKING INSTALLATION REQUIREMENTS ACCESSIBLE SPACES SHALL INCLUDE LIVING ROOM, DINING ROOM; BEDROOFA(S)- INSTALLATION OF G BARS AS REQUIRED S: KITCHEN SHALL BE PER 4 °34.6 AND SHALL INCLUDE THE FOLLOWING: WALL CABINETS SHALL BE INSTALLED TO PROVIDE BOTTOM SHELF AT 46° F REFER TO SHEETS A9,91, A9.12 & A9.21 FOR DOORTHEBEDROOMINA1- BEDROOM UNIT AND AT LEAST TWO BEDROOMS IN A 2 OR LAVATORY, MIRROR, AND MEDICINE CABINETS TO BE INSTALLED WITH REQUIRED MANEUVERING CLEARANCE AND CLEAR FLOOR SPACE SHALL BE AFF, EXCEPT CABINETS OVER RANGE AND REFRIGERATOR AND WINDOW SCHEDULES AND DETAILS 3- BEDROOM UNIT); ONE BATHROOM, KITCHEN, LAUNDRY, AND STORAGE CLOSETS. REQUIRED MOUNTING HEIGHTS, CLEARANCES, AND REACH RANGE PROVIDED THESE SPACES SHALL HAVE REQUIRED MANEUVERING SPACE COMPLYING WITH REQUIREMENTS. IF VANITY CABINET IS PROVIDED UNDER LAVATORY, IT M'. CABINET DOOR OR DRAWER PULLS TO BE MOUNTED AS REQUIRED G ALL SWINGING DOORS SHALL HAVE AN 18' 423 FOR TURNING CIRCLE OR T -TURN, AND SURFACES COMPLYING WITH 45 SHALL BE REMOVABLE AS REQUIRED AND FLOOR AND WALL FINISHES ALL CONTROLS SHALL COMPLY WITH 4.27 CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SHALL BE DANE PRIOR TO INSTALLATION OF CABINET, HOT WATER AND TOP SURFACE OF COUNTERTOPS SHAH BE AT 34' AFF, EXCEPT AT 9. LAUNDRY FACILITIES WITHIN DWELLING UNIT T4 BE ON ACCESSIBLE ROUTE, HAVE SIDE. AT FORWARD PULL-SIDE APPROACHES A 60' S. EMERGENCY ALARMS SHALL COMPLY WITH 4.28.4 SHALL BE PROVIDED DRAINPIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED DISHWASHER WHICH WILL BE AT 36' AFF° CLEAR FLOOR SPACE AT EQUIPMENT AND IF EQUIPMENT IS PROVIDED, CONTROLS CLEARANCE SHALL BE PROVIDED PERPENDICULAR AT LEAST ONE WORK SPADE COUNTERTOP SHALL BE PROVIDED WITH AN MUST COMPLY WITH REACH RANGE AND OPERATION REQUIREMENTS PER 4 °27 TO THE DOOR OPEN CLEAR FLOOR SPACE BELOW OF 30° WIDE BY 48' TO ALLOW A H DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU ki FORWARD APPROACH TO THE COUNTER 10: BEDROOM CLOSETS IN ACCESSIBLE BEDROOMS TO HAVE ADJUSTABLE SHELVING DOUBLE BOWL SINK TO BE INSTALLED AS REQUIRED WITH AT LEAST (1) INSTALLED WITHIN REACH RANGE REQUIREMENTS PER 4.25.. CLOTHES RODS KEY NOTES T I BOWL NOT DEEPER THAN 6 f'° SINK BASE CABINET TO BE REMOVABLE AS SHALL BE AT A MAXIMUM OF 54' AFF. 01 ACCESSIBLE RANGE w/ FRONT - MOUNTED CONTROLS E REQUIRED AND FLOOR AND WALL FINISHES SHALL BE DONE PRIOR TO LEGENDk0Y > INSTALLATION OF CABINET. HOT WATER AND DRAIN PIPES UNDER SINK J2 DUCTLESS RANGE HOOD SHALL BE INSULATED OR OTHERWISE COVERED JUNCTION BOX CAST INTO BOTTOM OF U CONCRETE SLAB 03 ENERGY STAR RATED DISHWASHER FIRE EXTINGUISHER IN KITCHEN 04` ENERGY STAR RATED ACCESSIBLE REFRIGERATOR CABINET. REFER TO GENERAL NOTES W/ BOTTOM FREEZER &ICE ER ON SHEET A1.03 @ UPPER FLRS, - @ UPPER FLRS.. FURRED DOWN CEILING; 7.8U.N.0. 05 DBL BOWL KITCHEN SINK w/ DISPOSAL (6' MIN BOWL- d D D DEPTH) p C w aRO FLR. 4 ,, e C @ 3RD FLR 06 PL COUNTERTOP W/ MATCHING 4° BACKSPLASH n ,:•••--••" mm ra,-°° OP MA07PLBARTMATCH COUNTERTOP I. W I OB FILLER AS NEEDED I 9 DING I I. 09 FINISHED END OR SUPPORT PANEL i 110it ACCESSIBLE WATER CLOSET 11 30 °x60'ROLL-IN SHOWER- 12.36' X 36' ROLL4N SHOWER r 13 SHOWER HEAD ON ADJUSTABLE SLIDE BAR W /60° MIN ax HOSE 4`l. arF TNt +, I x a 9 f^:ss ..&Ip L l+ eilsn Ian 15nitt°i"" I"\e1lete TOILETt5TOILET PAPER HOLDER L81 V/U R )B 1 116 36' HIGH MIRROR, WIDTH TO MATCH VANITY AND 2 i}TH c. BOTTOM OF RELFECTIVE SURFACE MAX 40' AFF u5 17 LIGHT ABOVE MIRROR 18 RECESSED MEDICINE CABINET 19 24' CHROME TOWEL BAR @ 48' A.F.F. 3 20 SHOWER CURTAIN ROD 7a°: 1¢.. T " 9A 21 CERAMIC SOAP DISH I NoteUnitC'N ot Ian 22 TILE SHOWER SURROUND, REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL DETAILS 1t4'-1' -0° 111 23 24' GRAB BAR 3''4 IT _ 24 36* GRAB BAR 25.42' GRAB BAR a91ra^ ® C I 26 CONT SHOWER GRAB BAR. 27 ACCESSIBLE SHOWER SEAT Bathroom Elevations I N i I 28 RECESS SLAB 29 COUNTERTOP &BACKSPLASH PER INTERIOR DESIGN 30 COUNTER - MOUNTED LAVATORY xn w 39 PIPE PROTECTION PANEL. ream 74 VA, a 4'zro,V: 24° wi' 32 6 °STUD WALL 33 FLUSH FLOORING TRANSITION r 9aaa w5s a <Y a bYU Ea„ vapw =L s n 34 12' WIDE VINYL COATED WIRE SHELF WITH HANGING ROD H N F-a,1r.. 35 12' DEEP ADJUSTABLE VINYL COATED WIRE SHELFwoRaIPERDETAIL21A5.92 38. 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT 54" A.F.F° TO THE TOP OF THE SHELF 1 37 (5)16' DEEP VINYL COATED WIRE SHELVES SPACED o sw o V RANGE EQUALLY WASHER T 38 (5) 12' DEEP VINYL COATED WIRE SHELVES SPACED. 4n v m. EQUALLY A aa• t 16 9s ": B rx w,^ 39 AIR HANDLER UNIT &WATER HEATER.. 40 GE KITCHEN DRAWER PER ELDERLY Kitchen Elevations p^* Veit xy - Dimension ['"ltan.. J REQUIREMENTS m0' 1 Fj 41 ENERGY318 =1 1 /4 '- t STAR RATED WASHER ii I • i ph.— 407,630.1400 f_ 40TS30.4143 00 ; COSUAUNITIES W a NO 1 NOW, < o Js• U a LOLL] 1i Unit A2 - Note Plan" ations II Unit A - Dimension Flan 3t0 " =1' -0 IL I j 1!4' =1'-0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUMEBREFERTOSHEETSA1:04 & AT.OS FOR CONSTRUCTION tI ASSEMBLIES ARCHITECTURE & INTERIOR DESIGN, INC. - C' REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL DETAILS D REFER TO SHEETS A5.93, A5.94 & A5.95 FOR CLEAR FLOOR SPACE REQUIREMENTS aBat 1. spftps fl 32701 E REFERTO SHEETS A5.91& A5.92 FOR GRAB BARAND. 4. phf- 4D7.93D.4143Pez: 407AOD02 43BLOCKINGINSTALLATIONREQUIREMENTSn,AOOD2r31 vNm: fflrumurshitaeiure.com F REFER TO SHEETS AM 1,A9.12 &A931 FOR DOOR AND WINDOW SCHEDULES AND DETAILS 2 G ALL SWINGING DOORS SHALL HAVE AN 18' r CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SIDE,. AT FORWARD PULL -SIDE APPROACHES, A 60' CLEARANCE SHALL BE PROVIDED PERPENDICULAR TO THE DOOR H DIMENSIONS ARE TO FACE BENEFICIALOFSTUDORFACEOFCMU COMMUNITIES Iff KEY NOTES 2YaMJmMNri Se FLU"? 01 RANGE 1 02 DUCTLESS RANGE HOOD' a 03 ENERGY STAR RATED DISHWASHER 04 ENERGY STAR RATED REFRIGERATOR w( ICEMAKER: @tC SouthPROVIDEWATERSUPPLY 05 DBLBOWLKITCHENSINKw /DISPOSAL - 4. Apartments AS PL COUNTERTOP Wt MATCHING 4' BACKSPLASH 07 PL BAR TOP, MATCH COUNTERTOP h 08 FILLER AS NEEDED South Miami, FL 09 FINISHED END OR SUPPORT PANEL- Date 10 WATER CLOSET n. 11 LAVATORY IN 21' DEEP VANITY BASE CABINET 12 TUB 13 SHOWER HEAD MOUNTED AT 80' AFF 14 TUB I SHOWER CONTROLS 15 TOILET PAPER HOLDER E i James B. Black 16.36' HIGH MIRROR, WIDTH TO MATCH VANITY 1 AR0011224 a 17 LIGHT ABOVE MIRROR SET DISTRIBUTIONS: 4L:'gi1 18 RECESSED MEDICINE CABINET . 2 F'rtct: 19 24' CHROME TOWEL BAR @ 48' A.F.F. s wHM9 'w .. _ A arHiJ I 20 SHOWER CURTAIN ROD lrxkit I. D7as t 21 ONE -PIECE FIBERGLASS SURROUND I. 2217 GRAB BAR 23 24' GRAB BAR d 24 36" GRAB BAR s o t 25 42' GRAB BAR e SHEET • 10ONS; 26 GOUT SHOWER GRAB BAR i 27. ACCESSIBLE TUB / SHOWER SEAT . I 28 36'x 36'SHOWER 29 6° STUD WALL 3 — - 36 FLUSH FLOORING TRANSITION 1 i 31 12• WIDE VINYL COATED WIRE SHELF WITH I HANGING ROD 3 - 32 12' DEEP ADJUSTABLE VINYL COATED WIRE SHELF PER DETAIL 2fA5.92 33 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT 54' A.F.F. TO THE TOP OF THE SHELF 34 (5) 16' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY aaS EDITED BY: xF 35 (5)12' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY PROJECT N0. 11 -2795 d 36 AIR HANDLER UNIT & WATER HEATER y 37 LARGE KITCHEN DRAWER PER ELDERLY q REQUIREMENTS v - a _ o 38 ENERGY STAR RATED WASHER Unit A2 Plans & Interior 11 KEY NOTES Q Elevations j JUNCTION BOX CAST INTO BOTTOM OF CONCRETE SLAB FIRE EXTINGUISHER IN KITCHEN v FE CABINET. REFER TO GENERAL NOTES ON SHEET A1.03 i g FURRED DOWN CEILING; 7°-8' U.N.O. a WIVIFEW . MR I to D (D (D Bathroom Elevations Unit Al - Note Plan Z- Unit Al - imension Plan 318'=V O" Dgj SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUM11 B REFER TO SHEET$ A1.134 & A1.05 FOR CONSTRUCTION ASSEMBLIES ARCHITECTURE & C REFER TO INTERIOR DESIGN DRAWINGS FOR INTERIOR DESIGN, INC. ADDITIONAL DETAILS I ARaffECRM I WERIORDESM D REFER TO SHEETS A5.93, A5.94 A A5.95 FOR CLEAR FLOOR SPACE REQUIREMENTS 745 .&I. 1. 1121 spzl, " 32701 E REFER TO SHEETS A5.91 & A5,92 FOR GRAB BAR AND 140ph ..W. : 407.030: 407.630, 4140 3 BLOCKING INSTALLATION REQUIREMENTS AAOD02731 F REFER TO SHEETS ABA 1, A9A2 & A9.21 FOR DOOR AND WINDOW SCHEDULES AND DETAILS G ALL SWINGING DOORS SHALL HAVE AN `18' CLEARANCE TO THE SIDE OF THE DOOR ON THE PULL SIDE. AT FORWARD PULL-SIDE APPROACHES, A 60' CLEARANCE SHALL BE PROVIDED PERPENDICULAR TO THE DDOR H DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU BENEFICIAL COMMUNITIES KEY NOTES a M.I.A. blhm S—.W, PLUM 01 RANGE 02 DUCTLESS RANGE HOOD 03 ENERGY STAR RATED DISHWASHER 04 ENERGY STAR RATED REFRIGERATOR w/ ICEMAKER, Metro SouthPROVIDEWATERSUPPLY 05 ESE BOWL KITCHEN SINK w/ DISPOSAL Apartments 06 PL COUNTERTOP W/ MATCHING 4'BACKSPLASH 07 PL BAR TOP, MATCH COUNTERTOP 08 FILLER AS NEEDED South Miami, FL 09 FINISHED END OR SUPPORT PANEL Date 10 WATER CLOSET 11. LAVATORY IN 21' DEEP VANITY BASE CABINET 12 TUB 3 SHOWER HEAD MOUNTED AT 80'AFF 4 TUB I SHOWER CONTROLS 15 TOILET PAPER HOLDER I James B. Black 16 36- HIGH MIRROR, WIDTH TO MATCH VANITY AR0011224 17 LIGHT ABOVE MIRROR SET DISTRIBU IONS: 0—w* ..... --------- -- 18 RECESSED MEDICINE CABINET 19 24" CHROME TOWEL BAR @ 48-A.F.F. 1, j RA, 20 SHOWER CURTAIN ROD mtm = 21 ONE-PIECE FIBERGLASS SURROUND 22 12° GRAB BAR 23 24' GRAB BAR 2436'G BAR 25 42' GRAB BAR A SHEET REVISIONS; 26 CONT SHOWER GRAB BAR 27 ACCESSIBLE TUB / SHOWER SEAT 28 36'x 36' SHOWER I 29 6' STUD WALL 30 FLUSH FLOORING TRANSITION 31 12' WIDE VINYL COATED WIRE SHELF WITH l— HANGING ROD 32 12' DEEP ADJUSTABLE VINYL COATED WIRE SHELF PER DETAIL 2JA5.92 33 16' DEEP VINYL COATED WIRE SHELF MOUNTED AT 54'A.F.F. TO THE TOP OF THE SHELF 34 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY EDITED BY; 35 (5)12' DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY KF I — PROJECT NO. 11-2795 36 AIR HANDLER UNIT & WATER HEATER 37 LARGE KITCHEN DRAWER PER ELDERLY zI REQUIREMENTS 38 ENERGY STAR RATED WASHER Unit Al Plans & InteriorWEIYNOTES Elevations JUNCTION BOX CAST INTO BOTTOM OF CONCRETE SLAB FIRE EXTINGUISHER IN KITCHEN FE CABINET, REFER TO GENERAL NOTES ON SHEET ALAS 3 A5.61 FURRED DOWN CEILING; T-O'U.N.O. 3116'=V-0' James B. Black AR0011224 SET DISTRIBUTIONS: I E & INTERIOR DESIGN, INC. ft"*4GIARQfrECnAMIW5111R11E. ph— 407.630A400 p.: 407.83GA143AA000731 r_a'hhpdp--. a BENEFICIAL COMMUNMES i2N jw Tjtht wioi Metro South Apartments S0.1h Miami, FL James B. Black AR0011224 SET DISTRIBUTIONS: I lr °Tire I F i r . at CluU Reaarl 374 ° =1 "-D" Enlarged Third Floor Plans I SHEET NOTES w A REFER TO SHEETS A1.D4 & A1.05 FOR CONSTRUCTION ASSEMBLIES B REFER TO STRUCTURAL DRAWINGS FOR SLAB ARCHITECTURE& DIMENSIONS,CONCR WALL DIMENSIONS AND i. INTERIOR DESIGN, INC. - OPENINGS I AROMMME I NTSWADESM C REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR WINDOW SCHEDULES & DETAILS 3.: YWSaM1 rtc axwc+da a.1l1 D REFER TO ENLARGED APARTMENT UNIT PLANS ON a3amdni® My'g-F a 32701 UNIT PLAN SHEETS A5.61 -Ab,74 Prwaa. 407.830.1400 lax: 407A30.4143. 2731 E - ALL EXTERIOR WALKING SURFACE SHALL BE 1 wwaa.rorumarclMiecturs.cnm - SLOPED TO DRAIN AWAY FROM BUILDINGS MAX. 2 U.N.O. 1 1FALLDIMENSIONSARETOFACEOFCMUOR CONCRETE - REFERTOSTRUCTURAL a G FINAL COURTYARD AND ROOF GARDEN TERRACE s DESIGN TO BE COORDINATED WITH LANDSCAPE KEYNOTES COMMUNITIES 01 DRAIN WITH GUARD -SEE DETAIL YJA7.XX; REFER U, m,zykTOPLUMBINGFORSIZEANDDISCHARGE, REFER TOs,:r,t$ta,tlxfiearar;¢a LANDSCAPE FOR SOILIROOT PROTECTION. 02 CONCRETE PLANTER WALL 03 COLUMN PER STRUCTURAL, TYP:: w: 64 PAVER SYSTEM - SLOPE TO DRAIN. Metro 05 SLEEVED OPENING FOR CONTINUOUS DRAINAGE, Apartments 06 LOUVERED COURTYARD VENTILATION WITH IMPERVIOUS CAP - SEE SECTION DETAIL YJA7.XX 07 TRELLIS ABOVE =BY OTHERS': 08 CONDENSER UNIT =REFER TO MECHANICAL South Miami, FL 09 SECURITY GATE AND ENCLOSURE WITH KEYED Date ACCESSj: 10 AWNING ABOVE 11 PARAPET CAP 12 RAILING FL004$ BASE WALL .:CEILING L James B. Black Ti AR00112240. SETDISTRIBUTIONS: tsntz, I. R.:ae.tcn zT Enlarged Third Floor Plans I 11 FE-r.,j1arqed Second Floor Plan --)jEnfar ad Second Floor Plan g, Ljj e 2 at Leasing, Laundry & Multi-Purpose Cota at f5xelctse & Pestroalm 184"=1 ° -0' SHEET NOTES A REFER TO SHEETS Ai,04 & A1.05 FOR FORUMECONSTRUCTIONASSEMBLIES AR0011224 B REFER TO STRUCTURAL DRAWINGS FOR SLAB ARCHITECTURE & DIMENSIONS, CONCRETE WALL DIMENSIONS AND INTERIOR DESIGN, INC. OPENINGS C REFER TO SHEETS A9,11 THROUGH A9.31 F OR, OR WINDOW SCHEDULES & DETAILS A!4n 00"k*_ 1 D REFER TO ENLARGED APARTMENT UNIT PLANS ON R 32701 UNIT PLAN SHEETS A5,61-A5.74 ph—:407AMIA00 F- 407.830,4143 AA0002731 E ALL EXTERIOR SLABS SHALL BE SLOPED TO DRAIN NHAT FROX SfILDINGMM, 2rTA.Q__:L A SHEET REVISIO14& BENEFICIAL COMMUNITIES am V-1 I igh 194 1 `111 W III 10 Enlarged Second Floor Plans A5.32 James B Black AR0011224 SET DISTRIBUTIONS: A!4n 00"k*_ 194AR A SHEET REVISIO14& I EDITED BY. jo II PROJECT NO, 11-2795 Enlarged Second Floor Plans A5.32 I Enlamed First Floor Plan at annimaFrIal S"cff 3116'=1'-0' SHEET NOTES A REFER TO SHEETS A1,04 & A1.05 FOR k FORMANCONSTRUCTIONASSEMBLIESI B REFER TO STRUCTURAL DRAWINGS FOR SLAB ARCHITECTURE & DIMENSIONS, CONCRETE WALL DIMENSIONS AND INTERIOR DESIGN, INC. OPENINGS JAROVECTUREIMERIMIDE" C REFER TO SHEETS A9,11 THROUGHA9.31 FOR DOOR I WINDOW SCHEDULES & DETAILS 745.ftnian..., 6Wl. 1121 D REFER TO ENLARGED APARTMENT UNIT PLANS ON pmp,032701 UNIT PLAN SHEETS A6,61-A5.74 ph..:: 407.830.14DO f— 407 83BA143AA0002731 E ALL EXTERIOR SLABS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS MfiX 2% UA.O, BENEFICIAL COMMUNITIES Metro South Apartments E South Mlaml, FL Date I James B. Black 2 AR0011224 I PROJECT NO, 11-2795 Enlarged First Floor Plans A5.31 SHEETREVISIONS, PROJECT NO, 11-2795 Enlarged First Floor Plans A5.31 II ii 12 Nc vet Floor Ian va,=v-o, IN SHEET NOTES A REFER TO SHEETS AI.04 & A1.0 OR5F CONSTRUCTION ASSEMBLIES B REFER TO STRUCTURAL DRAWINGS FOR SLAB ARCHITECTUR & DIMENSIONS, CONCRETE WALL DIMENSIONS AND INTERIOR DESIGN, INC. OPENINGS FLAMM I ARONECTUFM I MaWRDE" C REFER TO SHEETS A9,1 I THROUGHA9.31 #" t##" WINDOW SCHEDULES b# D REFER TO ENLARGED APARTMENT UNIT PLANS ON K-t. phgs, fl 32701 UNIT PLAN SHEETS A5.61-A5.74 ph ... 40TOM1400 N.; QT630,4143 AACDO2731 E ALL EXTERIOR SLABS SHALL 13E SLOPED TO DRAIN AWAY FROM BUILDINGS MAX 2% U.N.O. F REFER BUILDING ELEVATIONS FOR ACCENT FURR-OUT AREAS AND WALL TYPES G ALL HALLWAY CEILINGS SHALL BE AT T-8'A.RF. U.N.O. 01 Low 'NALL - 44' HIGH 02 COLUMN PER STRUCTURALi TYR. 03 42"HIGH X B'DIX GALVANIZED AND PAINTED STEEL CONCRETE FILLED DOLLARD WITH PVC CAP PER STRUCTURAL 04 PREFABRICATED MESH SCREEN GUARD Metro South05AWNINGABOVEiBELOWPERELEVATIONS 06 SECURITY GATE WITH CARD ACCESS Apartments 07 GARAGE VENT LOUVER PER DETAIL 08 BIKE STORAGE RACK FOR 14 BIKES MINIMUM 09 SOFFIT AT T-2'A.F.F. South Miami, FL A 10 PROVIDE FIRE ALARM HORN STROBES IN THIS UNIT PER ELECTRICAL EDITED iY'. do PROJECT NO. 11-27, Seventh Floor Plan A5.17 N ( r it Floor Ian tla'- V-w Null Z MIN . ............... ..... . . 10 SHEET REVISIONS; EDITED B Y PROJECT NO, 11-2795 M . Irfrsrjjl M., M N James B. Black AR0011224 SET DISTRIBUTIONS' A REFER TO SHEETS A1.04 &A1.05 FOR CONSTRUCTION ASSEMBLIES B REFER TO STRUCTURAL DRAWINGS FOR SLAB DIMENSIONS, i DIMENSIONS D i OPENINGS SHEET REVISIONS: C REFER TO SHEETS THROUGH FOR iii'. WINDOW SCHEDULES DETAILS D REFER TO ENLARGED APARTMENT UNIT PLANS ON E ALL EXTERIOR SLABS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS MAX 2% U.N.O. F REFER TO BUILDING LEVATIONS FOR rFURR-OUT AREAS AN WALL TYPES G ALL HALLWAY CEILINGS SHALL BE AT T-V &RE KEY NOTES BENEFICIAL 02 COLUMN PER STRUCTURAL, TYP. 8'DIA. GALVANIZED AND PAINTED STEEL CONCRETE FILLED BOLLARD WITH PVC CAP PER STRUCTURAL 04 PREFABRICATED MESH SCREEN GUARD Metro South05AWNINGABOVEIBELOWPERELEVATIONS 06 SECURITY GATE WITH CARD ACCESS Apartments 07 GARAGE VENT LOUVER PER DETAIL 00 BIKE STORAGE RACK FOR 14 BIKES MINIMUM South Miami, FL PROVIDE HORN STROBES IN THIS UNIT PER ELECTOCIL N James B. Black AR0011224 SET DISTRIBUTIONS' i v I—i I a RZONEWIT.Iff . ' .r U g 0 A5.15 4 a SHEET REVISIONS: i v I—i I a RZONEWIT.Iff . ' .r U g 0 A5.15 4 James B. Black AR0011224 SET DISTRIBUTIONS: f-4 I -ED17ED BY: Jo a —, I PROJECT NO. 11-2795 Fourth Floor Plan A REFER TO SHEETS A1,04 & A1.05 FOR CONSTRUCTION ASSEMBLIES A5.14 B REFER TO STRUCTURAL DRAWINGS FOR SLAB DIMENSIONS, CONCRETE WALL DIMENSIONS AND OPENINGS C REFER TO SHEETS A9,11 THROUGH A9.31 FOR DOOR WINDOW SCHEDULES & DETAILS D REFER TO ENLARGED APARTMENT UNIT PLANS ON UNIT PLAN SHEETS A5,61-A5.74 E ALL EXTERIOR SLABS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS MAX. 2% U.N.O. F REFER TO BUILDING ELEVATIONS FOR ACCENT FURR-OUT AREAS AND WALL TYPES G ALL HALLWAY CEILINGS SHALL BE AT T-Z A.FF UA.O. KEY NOTES 01 LOWWALL-44'HIGH 02 COLUMN PER STRUCTURAL, TYR. 03 42' HIGH X 8' DIA. GALVANIZED AND PAINTED STEEL CONCRETE FILLE!s ! WITH PVC CAP PER STRUCTURAL 04 PREFABRICATED MESH SCREEN GUARD 05 AWNING ABOVE I BELOW PER ELEVATIONS 06 SECURITY GATE WITH CARD ACCESS 07 GARAGE VENT LOUVER PER DETAIL 08 BIKE STORAGE RACK FOR 14 BIKES MINIMUM 09 SOFFIT AT r-2'A.F.F. 10 PROVIDE FIRE ALARM HORN STROBES IN THIS UNIT PER ELECTRICAL James B. Black AR0011224 SET DISTRIBUTIONS: f-4 I -ED17ED BY: Jo a —, I PROJECT NO. 11-2795 Fourth Floor Plan A5.14 I Third Floor Plan i James E. Black AR001 1224 SET DISTRIBUTIONS: A SHEET REVISIONS: T- -- - ------- 6—ITE6 BY: JD RP' PROJECT NO. 11-2795 Third Floor Plan A5.13 A REFER TO SHEETS A1.04 & A1.05 FOR k FORUMNCONSTRUCTIONASSEMBLIES B REFER TO STRUCTURAL DRAWINGS FOR SLAB ARCHITECTURE & DIMENSIONS, CONCRETE WALL DIMENSIONS AND INTERIESIGN, INC. OR DOPENINGS PLVM4G I ARDUECTURE I FM340RDE" C REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR f WINDOW SCHEDULES & DETAILS 745 od.M. --, .01. 1121 D REFER TO ENLARGED APARTMENT UNIT PLANS ON 0-14. php, fl 32701 UNIT PLAN SHEETS A5.61-AS,74 ph.— 407MOJ400 f.. 407,030A143 E ALL EXTERIOR SLABS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS MAX; 2% U.N.O F REFER TO BUILDING ELEVATIONS FOR ACCENT FURR-OUT AREAS AND WALL TYPES G ALL HALLWAY CEILINGS SHALL BE AT T-8- A.F.F. U.N.O. BENEF1 01 LOW WALL- 44* HIGH C0%wMUMN1Tn1ES 02 COLUMN PER STRUCTURAL, TYR. 03 42'HIGH X 8"DIA. GALVANIZED AND PAI El CONCRETE FILLED BOLLARD WITH PVC STRUCTURAL 44 PREFABRICATED MESH SCREEN GUARD Metro South05AWNINGABOVEIBELOWPERELEVATIONS 06 SECURITY GATE WITH CARD ACCESS Apartments 07 GARAGE VENT LOUVER PER DETAIL 08 BIKE STORAGE RACK FOR 14 BIKES MINIMUM 09 SOFFIT AT T-2'XF,F. Souffi MIaml, FL 10 PROVIDE FIREALARM HORN STROBES IN THIS UNIT PER ELECTRICAL i James E. Black AR001 1224 SET DISTRIBUTIONS: A SHEET REVISIONS: T- -- - ------- 6—ITE6 BY: JD RP' PROJECT NO. 11-2795 Third Floor Plan A5.13 om LIRST FLOOR' GARAGE PERIMETER 568'-Ig' ELOOR 2& GARAGE PERIMETER iiii ii"Iffil MM I a • Soulh Miami, FL James B. Black AR0011224 SET DISTRIBUTIONS: 9--ftlov . .... ... ....... . ...... xvnimw 914-vW*4Wnq01* EDITED K JO RP PROJECT NO, 11-2795 nd Floor Plan - 118 1' 0 A5.12 0 9 1/8• =V-0, 01 SHEET NOTES A REFER TO SHEETS AI.04 & Al.05 FOR FORUMECONSTRUCTIONASSEMBLIES AR001 1224 B REFER TO STRUCTURAL DRAWINGS FOR SLAB ARCHITECTURE & DIMENSIONS, CONCRETE WALL DIMENSIONS AND INTERIOR DESIGN, INC. OPENINGS MAMING I AROMMM I INTMOR DENGN C REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR A WINDOW SCHEDULES A DETAILS 745 oftM. ---, n4l. 1121 D REFER TO ENLARGED APARTMENT UNIT PLANS ON A— M. p6n0, fl 32701 UNIT PLAN SHEETS A5,61-A5.74 ph.-407,830-1400 401.630.4143 E ALL EXTERIOR SLABS SHALL BE SLOPED TO DRAIN AAIM2711 AWAY FROM BUILDINGS MAX. 2% U.N.Q. m 4' T1r i. 2"4 - PER FBC 406,13.1 F REFER TO BUILDING ELEVATIONS FOR ACCENT FURR-OUT AREAS AND WALL TYPES W&,q fun""'' FIRST FLOOR: w6m1 G ALL HALLWAY CEILINGS SHALL BE AT 7-8 ®A ,F.F, GARAGE PERIMETER 568'-10' U.N.O. in KEY NOTES BENEFICIAL 01 LOW WALL - 44' HIGH Y. COMMUNITIES 2M JaA. N, S- , FL 34211 02 COLUMN PER STRUCTURAL, TYP, 03 42' HIGH X B'DLA. GALVANIZED AND PAINTED STEEL REQUIRED LENGTH OF OPENINGS = 227.53- CONCRETE FILLED DOLLARS WITH PVC CAP PER STRUCTURAL 04 PREFABRICATED MESH SCREEN GUARD Metro South05AWNINGABOVEiBELOWPERELEVATIONS 06 SECURITY GATE WITH CARD ACCESS Apartments 07 GARAGE VENT LOUVER PER DETAIL a REQUIRED OPENING AREA= 937.96 S.F. 08 BIKE STORAGE RACK FOR 14 BIKES MINIMUM 09 SOFFIT AT T-TA.F.F. Soulh MIaml, FL 10 PROVIDE FIRE ALARM HORN STROBES IN THIS UNIT REQUIRED LENGTH OF OPENINGS z 225.2. PER ELECTRICAL 0 GARAGE OPENINGS rAVG—EPERIMETER = 512'-$' NOTE: SLOPE TOP AND BOTTOM OF OPENINGS TO BE GARAGE PERIMETER WALL AREA = 4,270,46 S.F. PARALLEL WITH SLAB SLOPE A 8'-B'X 4'-B' OPENING, SILL AT T-B- A.F.F. B T-0`X T-O' OPENING, SILL HEIGHT VARIES, REFER TO PROVIDED OPENING AREA ®1,736 7 S.F. BUILDING ELEVATIONS C M'X 4'4'OPENING, SILL AT 4'-0* &F.F. James B, Black AR001 1224 D 24'-0'X 8'4' OPENING, GARAGE ENTRYIEXIT a SET DISTRIBUTIONS, f E M'X T-O'OPENING, SILL AT 64- AF,F. 00v -- ----- --- -------- F 17'- 0'X4' -8' OPENING, SILL AT T-8- APTI K, mot] 7, N Rq- -Pq 0201 .... GARAGE OPENING CALCULATIONS m 4' T1r i. 2"4 - PER FBC 406,13.1 mw- W&,q fun""'' FIRST FLOOR: w6m1 GARAGE PERIMETER 568'-10' wol" GARAGE PERIMETER WALL AREA= 4,738.38 S.F. REQUIRED OPENING AREA = 947.68 S.F. PROVIDED OPENING AREA = 994.6 S.F. REQUIRED LENGTH OF OPENINGS = 227.53- PROVIDED LENGTH OF OPENINGS = 228.96- A SHEET REVISIONS: FLOOR M 16 'PERIMETER z 56T-9- GARAGE PERIMETER WALL AREA = 4,689.79 Sf. a REQUIRED OPENING AREA= 937.96 S.F. PROVIDED OPENING AREA = 1,198.7 S.F. REQUIRED LENGTH OF OPENINGS z 225.2. PROVIDED LENGTH OF OPENINGS = 268 28' FLOOR 2B: rAVG—EPERIMETER = 512'-$' GARAGE PERIMETER WALL AREA = 4,270,46 S.F. REQUIRED OPENING AREA = 854.09 S.F. PROVIDED OPENING AREA ®1,736 7 S.F. REQUIRED LENGTH OF OPENINGS - 205,06- PROVIDED LENGTH OF OPENINGS z 271.25' EDITED BY. JD RP PROJECT NO. 11-2795 Second Floor Plan - 2A I 745 d-i® --, s.R. 1121 aftamonie spftp, fl 32701 ph-.; 40?530 1400 t.: 407, 830,4143 AADD02731 01 LOWWALL-44'HIGH 02 COLUMN PER STRUCTURAL, TYP. 03 42* HIGH X 8' DIA. GALVANIZED AND PAINTED STEEL CONCRETE FILLED BOLLARD WITH PVC CAP PER STRUCTURAL 04 PREFABRICATED MESH SCREEN GUARD 05 AWNING ABOVE I BELOW PER ELEVATIONS 06 SECURITY GATE WITH CARD ACCESS NNOM Orugq win" South Miami, FL James B. Black AR001 1224 FIRST FLOOR: 568`-1(c GARAGE PERIMETER WALL AREA = 4,738.38 S,F REQUIRED OPENING AREA = 947.68 S.F. PROVIDED OPENING AREA = 994.6 S.F. REQUIRED LENGTH OF OPENINGS = 22743' PROVIDED LENGTH OF OPENINGS = 228,96' i I I EDITED BY: JD I2 PROJECT NO. 11-2795 N First Floor Plan SHEET NOTES A REFER TO SHEETS A1.04 & A1,05 FOR CONSTRUCTION ASSEMBLIES p2 B REFER TO STRUCTURAL DRAWINGS FOR SLAB r..ARCHITECTURE& DIMENSIONS, CONCRETE WALL DIMENSIONS AND INTERIOR. DESIGN, INC. OPENINGS F RAWR4G t AR04TECTURE I KM34OR DE" G REFER TO SHEETS A9.11 THROUGH A9.31 FOR DOOR WINDOW SCHEDULES & DETAILS 745.ftnl ed -,. 11.1521. D REFER TO ENLARGED APARTMENT UNIT PLANS ON a anamon9a sPmo , n 32701. UNIT PLAN SHEETS A5.61 -A5.74 ph ..:407.830.1400 f 079x0.4143 9 2735 E ALL EXTERIOR SLABS SHALL BE SLOPED TO DRAIN a,,,,+Teu,w,l,cair AWAY FROM BUILDINGS MAX. 2% U.N.O. 5 2EFREFERTOBUILDINGELEVATIONSFORACCENT FURR -OUT AREAS AND WALL TYPES.. G ALL HALLWAY CEILINGS SHALL BE T-8' A.F.F. U.N.O. P4EY NOTES BENEFICIAL 01 LOW WALL= 44' HIGH E COUMUNTITTES 5 MOB J,,A. Orin Sn.— PL 39231. 02 COLUMN PER STRUCTURAL, TYP. a 03 42" HIGH X 8' DIA GALVANIZED AND PAINTED STEEL CONCRETE FILLED BOLLARD WITH PVC CAP PER STRUCTURAL 04 PREFABRICATED MESH SCREEN GUARD Metro South _ 05 - AWNING ABOVE t BELOW PER ELEVATIONS ` Apartments06SECURITYGATEWITHCARDACCESS 07 ' GARAGE VENT LOUVER PER DETAIL 08 BIKE STORAGE RACK FOR 14 BIKES MINIMUM 1 09 SOFFIT ATT- 2'AAF.F. South Miami, FL 10 PROVIDE FIRE ALARM HORN STROBES IN THIS UNIT PER ELECTRICAL 4 GARAGE OPENINGS NOTE: SLOPE TOP AND BOTTOM OF OPENINGS TO BE PARALLEL WITH SLAB SLOPE A M'X4' -0 °OPENING, SILL AT T8- A.EE .. B 3' -0'XY-O'OPENING, SILL HEIGHT VARIES REFER TO BUILDING ELEVATIONS C 8'B'X4'- 4'OPENING, SILL AT 4'-0- A.F.F. T. James B, Black AR0011224 D.: 24' -0' X 6'4' OPENING, GARAGE ENTRY/EXIT R - e SETDISTRIPL1TIDN& E 8°-8' X 3' -0° OPENING; SILL AT 64' A.F.F. a Na,11g 4 ?#..-]tft.5.._ fl F 1T -0'X4 °.8'OPENING, SILL AT 3'- 8'AF.F. iGARAGEOPENINGCALCULATIONS poackkfi4Yn- PER EGO 406.33:1 WLY— _°F44SK - — FIRST FLOOR: e G GE PERIMETER = 560'e10' H i-q F G GE PERIMETER WALL AREA 4,738.38 S.F. T4.14LI REQUIRED OPENING AREA= 947.68 S.F. PROVIDED OPENING AREA = 994.6 S.F. REQUIRED LENGTH OF OPENINGS = 227.53' PROVIDED LENGTH OF OPENINGS = 228.96' FLOOR 2A: A SHEET REVISIONS: GARAGE PERIMETER =563' -0'.. GARAGE PERIMETER WALL AREA= 4,689.79 S.F. REQUIRED OPENING AREA = 937.96 S.F. PROVIDED OPENINGAREA= 1,198.7 S.F. REQUIRED LENGTH OF OPENINGS = 2252 PROVIDED LENGTH OF OPENINGS = 268,28' FLOOR 20: GARAGE PERIMETER = SIZ-8' GARAGE PERIMETER WALL AREA= 4,270.46 S.F. REQUIRED OPENING AREA = 854.09 S.F. PROVIDED OPENING AREA ®1,736.7 S.F. REQUIRED LENGTH OF OPENINGS = 205.06° y PROVIDED LENGTH OF OPENINGS = 271.25' EDITED BY, T PROJECT N0: 11 -2795. 2 A '" WWI I Architectural Site:.: Ian 3/32'ml'-O' 0 SHEET NOTES A THIS SITE PLAN IS MEANT TO SHOW RELATIONSHIPS i k ORUMNBETWEENBUILDINGSONSITE, REFERTO SHEET Ai.02 FOR UNIT MIX AND BUILDING AREAS ARCHITECTURE & 8 REFER TO APPROVED CIVIL ENGINEERS SITE PLAN INTERIOR DESIGN, INCANDDETAILSFORACTUALBUILDINGLOCATIONS, FINISH GRADES, FLOOR ELEVATIONS, UTILITIES, PLAWM I WTEF= DRAINAGE, ETC, C REFER TO APPROVED LANDSCAPE ARCHITECTS 745 .6W. --, Wl. 1121 DRAWINGS FOR ALL LANDSCAPED AREAS, R—w :Pmgs, ff 32701 Ph- 407630,1400 HARDSCAPES, TREES AND PLANTINGS, ETC. F.: 40T830,4143 AAGD02731 D REFER TO SHEET A1.03 FOR SITE WORK GENERAL NOTES E ANY DIMENS ibN s SHOWN ON D THIS ARcHn-EcTu RAL SITE PLAN SHALL BE VE RIFI E WITH CIVIL ENGINEER'S DRAWINGS PRIOR TO START OF CONSTRUCTION REFER TO APPROVED CIVIL ENGINEER'S DRAWINGS FOR SITE PLAN ELEVATIONS FOR ACCESSIBILITY 2 "BENEFICIAL1ROUTESANDHANDICAPCOMPLIANTSLOPES, 1SLOPESSHALLNOTEXCEED1:20 1 COMMIUNInEs VICINITY MAP Metro South Apartments E South Mlaml, FL Mm"M I EDITED BY: ao PROJECT NO. 11-2795 F Sixth Floor Shown, Seventh & Eighth Similar James B. Slack A,R0011224 SET DISTRIBUTIONS: WAIR R0 Lr1usT #35jM^e 5 Avl k: r k EDITEDBY,.'vssRP w PROJECT NO, 11 -2111 A REFER TO SHEET A1.03 FOR GENERAL NOTES AN! SHEETS A11.04 & A1,05 FOR ON ASSEMBLIES B ALL WALL RATINGS SHOWN ARE PER SEPARATION REQUIREMENTS PER THE FLORIDA D FLORIDA C REFER TO ELECTRICAL DRAWINGS FOR ALL LIFE SAFETY RELATED ITEMS D PROVIDE A MINIMUM 24' X 76' CLEAR FLOOR AREA FOR AN AMBULANCE STRETCHER INSIDE ONE ELEVATOR FBC 3D02.4 E RATINGS SHOWN ARE O ON PURPOSES ONLY. REFER TO CONSTRUCTION ASSEMBLIES FOR REQUIRED STRUCTURAL RATINGS F TRAVEL DISTANCES ARE MEASURED AS REQUIRED PER FEED 7.6.1 KEY NOTES BENEFICIn COMMUNITIES 01 WALLS AROUND ELEVATOR CONTROL R EIGHTH FLOOR SHALL BE TWO R RATED WF-3 LEGEND DESIGNATES RATING TRAVEL PATH I STARTING POINT I Metro SouthD--e TOTAL DISTANCE ApartmentsROOMAREA (IN SF.) D FACTOR OCCUPANT LOAD O. OCCUPANT D WIDTH ! XI PROVIDED EXIT WIDTH RECESSEDFIREEXTINGUISHERINSEMI PROVIDE OR 1 f GYPSUM BOARD OPENING. REFER TO GENERAL NOTES ON A1.03 @ FIRE EXTINGUISHER, BRACKET MOUNTED i- James B. Slack A,R0011224 SET DISTRIBUTIONS: WAIR R0 Lr1usT #35jM^e 5 Avl k: r k EDITEDBY,.'vssRP w PROJECT NO, 11 -2111 N R 0 4 8 W Fifth Floor Life Safetv Plan No= James B. Btack wqww, HD E. OJECT NO, 11-2795 Fifth Floor Life Safety Plan A1.15 N 0 4 4.: 16 Floor lfe f ..elan _. 1 1: 5ROJECT NCL Fourth Floor Life Safety Plan A REFER TO SHEET A1.03 O R GENERAL NOTES AND SHEETS AI.D4 & A1.05 FOR CONSTRUCTION ASSEMBLIES I ARCHITECTURE & B ALL WALL RATINGS SHOWN INTERIOR DESIGN, REQUIREMENTS PER THE FLORIDA BUILDING CODE AND FLORIDA FIRE PREVENTION CODE RAMW I ARMT8MM I M84ORDERM C REFER TO ELECTRICAL DRAWINGS SAFETY RELATED ITEMS 745.4et..v—, .ft. 1121 PROVIDE ##' AREA 407,8301400 FOR AN AMBULANCE STRETCHER INSIDE ONE AA0002731 ELEVATOR CAB PER FBC 3002.4 SHOWNRATINGS 1 ONLY. REFER TO CONSTRUCTION ASSEMBLIES FOR REQUIRED STRUC'RJRAL RATINGS F TRAVEL DISTANCES ARE MEASURED AS REQUIRED KEYNOTES commumilis 01 WALLS AROUND ELEVATOR CONTROL ROOM @ 444 6 FLOOREIGHTH # * RATED JJLEGEND DESIGNATES DESIGNATES 2 HR FIRE RATING TRAVEL PATH I STARTING POINT Metro SouthfTOTAL i ROOM AREA (IN SV) Xx OCCUPANT #'f FACTOR OCCUPANT 1 f. OCCUPANT OA 1 REQUIRED EXIT WIDTH PER CODE South Miami, FL PROVIDED EXIT WIDTH SEMI-RECESSEDFIREEXTINGUISHERIN PROVIDE FIRE-RATED f., f k # GYPSUM BOARD OPENING. 1 GENERAL NOTES ONAI.03 BRACKETFIREEXTINGUISHER, REFERONWALL TO GENERAL NOTES ON......... N 0 4 4.: 16 Floor lfe f ..elan _. 1 1: 5ROJECT NCL Fourth Floor Life Safety Plan E SHEET NOTES A REFER TO A1.03 FOR NOTES D k FORUMESHEETSA1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES ARCHITECTURE & B ALL WALL RATINGS SHOWN INTERIOR DESIGNj INC. t O R t, BUILDING OD AND FLORIDA 1 tt: C REFER TO ELECTRICAL DRAWINGS FOR ALL LIFE SAFETY RELATED ITEMS 745 M-W.,-., Wl 1121 D PROVIDE FLOOR AREA 4 IsINSIDE ELEVATOR P R FBC 3002A SHOWNLRATINGS ORSEPARATION PURPOSES REFER OR REQUIRED F TRAVEL t AS REQUIRED ii PER FFPC 7, 61 1 r, BENEFICIAL 01 WALLS AROUND ELEVATOR CONTROL .t EIGHTH FLOOR t HOUR RATED WF-3 0 LEGEND DESIGNATES DESIGNATES TRAVEL PATH I STARTING POINT I Metro South 0- TOTAL DISTANCEt a ROOM OCCUPANT LOAD FACTOR C= t 2 REQUIRED WIDTH . South Miaml, FL I PROVIDED EXIT WIDTH FIRE IN SEMI-RECESSE D PROVIDE M CABINET i OR 1 r t GYPSUM BOARD OPENING. A1.03 FIRE EXTINGUISHER, BRACKET MOUNTED ON WALL. REFER TO GENERAL NOTES ON A1,03 N Third Floor Life ft Ian _ _. FEET) rx r t G'rP nano I SHEET REVISIONS: _- ii EDITED BY: JDRw'.. PROJECT NO. 11 -2795 rt SHEET NOTES t FORUMEAREFERTOSHEETAi.03 FOR NOTES F SHEETS A y 1 t°...t + ON ARCHITECTURE & S ALL WALL RATINGS t' SHOWN INTERIOR DESIGNREQUIREMENTSPERTHEFLORIDABUILDINGtf: -. AND FLORIDA FIRE PREVENTION CODE C REFER wELECTRICAL DRAWINGS ALL LIFE SAFETY RELATED ITEMS 745 d-w -- U 1121 t t tt' AREA Ph- 407.830,1140 407,830,4 43 4 R AN AMBULANCE STRETCHER INSIDE ONE AAOD02731 ELEVATOR CAB PER FBC 3002A RATINGS SHOWN w` « t ONLY. REFER REQUIRED TO CONSTRUCTION F TRAVEL DISTANCES AS REQUIRED PER FFPC 7.6.1 KEY NOTES i WALLS OMMUNITIES i.,,. AROUND ELEVATOR CONTROL *t. EIGHTH ww` SHALL BE TWO HOUR LEGEND DESIGNATES I HR FIRE RATING DESIGNATES 2 FIR FIRE RATING T RAVEL PATH I STARTING POINT I Metro SouthTOTALDISTANCE ApartmentsROOMAREA (IN SE) xxI OCCUPANT LOAD FACTOR C= OCCUPANT Lt.w ON OCCUPANT LOAD t REQUIRED EXIT WIDTH PER CODE PROVIDED EXIT WIDTH FIRE « IN SEMI-RECESSED PROVIDE FIRE-RATEDOR5-SIDED GYPSUM BOARD OPENING. i ON FIRE EXTINGUISHER, BRACKET MOUNTED ONWALL. REFER TO NOTES ON ,... t.. N S 0 4 a 10 Floor Life e Plan n . FEET) a d s 4 IFEET) w 9 2A Floor Life Safety Plan AA A REFER To SHEET Al 03 FOR NOTES F SHEETS A1.04 & A1.05 #' CONSTRUCTION SHOWN8ALLWALLRATINGS i.. INTERIOR DESIGN, INC. REQUIREMENTS • i A BUILDING # i. AND FLORIDA FIRE PREVENTION CODE 4 I AMCrECRIZE I tMMORDERM C REFER TO ELECTRICAL DRAWINGS FOR ALL LIFE SAFETY RELATED REMS D PROVIDE tt" . 132701 407,630,4143 FOR 1 ELEVATOR CAB PER FBC 3002.4 E RATINGS SHOWN ARE FOR SEPARATION PURPOSES FOR REQUIRED STRUCTURAL RATINGS M tiFTRAVEL htatPERFERO7.6.1 r NEFICIAL COMMUNITIES AROUND01WALLS ELEVATOR CONTROL ROOM @ EIGHTH FLOOR SHALL BE i HOUR RATED WF-3 I LEGEND DESIGNATES DESIGNATES 2 FIR FIRE RATiNG PATH /STARTING POINT/ Metro SouthTRAVEL D__e TOTAL DISTANCE Apartm entsROOMAREA (IN SE) I XXI OCCUPANT LOAD FACTOR i7 OCCUPANT LOAD t REQUIRED EXIT WIDTH PER CODE PROVIDED i SEMI-RECESSEDFIREEXTINGUISHERIN CABINET. PROVIDE FIRE-RATED OR # M i GYPSUM BOARD ON + tFIREEXTINGUISHER, #' O GENERAL ON i IFEET) w 9 2A Floor Life Safety Plan A A 0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES AND t I SHEETS A1.04 & A1.05 FOR CONSTRUCTION ifumumm ASSEMBLIES II ARCHITECTURE & 8 ALL WALL RATINGS SHOWN ARE PER SEPARATION REQUIREMENTS PER THE FLORIDA BUILDING CODE INTERIOR DESIGN, INC. AND FLORIDA FIRE PREVENTION CODE PUW84G I ARMMMUM I MMORDESM C REFER TO ELECTRICAL DRAWINGS FOR ALL LIFE SAFETY RELATED ITEMS 745.ft.W.v--,-ft. 1121 D PROVIDE A MINIMUM 24'X 76' CLEAR FLOOR AREA ph ... :40TS30,1400 W 4071830A143 FOR AN AMBULANCE STRETCHER INSIDE ONE AA0002731 ELEVATOR CAB PER FBC 3D02.4 E RATINGS SHOWN ARE FOR SEPARATION PURPOSES ONLY, REFER TO CONSTRUCTION ASSEMBLIES FOR REQUIRED STRUCTURAL RATINGS F TRAVEL DISTANCES ARE MEASURED AS REQUIRED PER FFPC 7.6.1 KEY NOTES BENEFICIAL 01 WALLS AROUND ELEVATOR CONTROL ROOM@ COhIMUNTITIES M JM Dd &—. FL 34MI EIGHTH FLOOR SHALL BE TWO HOUR RATED WF-3 LEGEND Metro South ApartmentswXXIM South Mlaml, FL N Fiat Floor Life f elan 1W.11 -Er M rZICAIII First Floor Life Safety Plan A1.10 UL SYSTEM NO. WA4D79 MULTIPLE PENETRATING ITEMS THROUGH GYPSUM WALL ASSEMBLY FRAlmG ®1d1R. OR Z4iR. T4tA I7241R, 31481, 9 1241R, OR 2418. FRONT VIEW SECTION Ad A d s w g4 k A UVOIL AY0TEM NO. NN""'N1 T0P OF WALL JOINT: GYPSUM WALL ASSEMBLY w.w ASSEMBLY RATING • 941108 249L CLASS IMOVEMENT CAPABILITIES - 40% COMPRESSION OR EXTENSION FRONT NEW SECTION A-A System No.BW- S -ODDi bly ROGPW - I MCI 2 Hr (S" flarn 2) L RSS ER at ARGRH - Less !Tice I CNM1JN IV L Rdag d 4091 F- I Nan I CAMM IT Md IOdN - 3/4 H. Max 1 1 u wA 1-1, - Fin 'w ' w (IN -919 F4 51w bbd 1. ORM'"$Edtr00N ASSEMBLY [IAN k::0,h'UK F'IKE RArnti!(1 1 1 rii'sel:... Q ",A 0«k s —I "w (1W-0`A P4 eM. (kje ft N d q Q. .cane Ek."., N. A. LIONTWEIGY0 OR HPOM4WEICTIT CONCRETE FLOORASITfFLV JAN *W- N#31:.4 9 r rcq tl m d aq d `a to-d i& e e 4,a., d :S A ANY IN gWLC AiB $O PHE<A &$ IIMLOWCOREC04CKTE FLOOR A54WKLY WIN-r THICK w .,.w a n h, d 3w .eeN ]E:"a (rAtT} re Ma e d 2. QVP&UM W A&SEOLY' rUL r;.LaAAMMEU 0400 CSR VEIN SERIES) I "LHk. DR 24K I LIE41ATNIOI N. m,a sot PI $e i h k t h( -tald dd vA b Ik m :: U ro Y'Rq m ' 3: T.,=#c:x=I,.r., -4w « b d aw IT•'.HN.NIl(y 3. CEDING RUNIEER {N1N 250A.x FLAH¢iE NF1U4tT Di'CFjLim RWSdHP3d 51354L B[NB} 17+'OAF.ATTA 6 M Tda Ne . ,rap• awe -d -A d w '9m++a aae 4adwBk O. Pkr' # PN ed rrbA per® ®4 WE .1 WMeE I11'.W X_118 h Peaty k 4t THAN MAbAkUW EATS 90183 Vi50YN1PA5TEHEOtF, b 9M10ERB10EOTCONEAETBPL907t `l41T±i STEEL an d Wl ®A d 1M NABOiPiY ANCNORE 64 STEEL PAXVNE45(SPACM 24' 0,Ot A t-tn ,wx, x._ I+rwws ded rWa dWn Pram A. 11.9,011,.V, .,m (C I r e sot. -Nsa3M (W j Rorie aW b -b ftK STEEL GTVDS ISUN -Nt3' WIDEI, CUT 1.19-101 -v L?S& IN LKWTH TRAH ASSEMBLY HEIGHT, A =W rpal,.t • mseP .M wA i -vfa qg- HESTINO IN CEIFt7p4 R11NH$RWOTSOUT ATTAC3s • biaEtl:inrk Flf aqi .d ik {:.a r!Fre- 8®. {r ) 1m9 04L n a }.. 5.41N'ON b YdL'iiaiP,HHE35G"r1R'I'UM WALLBOARD A }SPCCM'IEII IN S+EE N1 dLUb{7E5If+N„TOP RGV{. fl.A UM 2-e j8 i. ft kk do& wr2Aa, m xA f b r"ewr add NFiPSCRE4VSSHALLBEINSTALLEDINTOSTUDSS'BELOW THE BOTTOM PLANE OF FLOOR. Ld T9hM d gm 6, HRTi CP 767 S PEED STRIPS COMPRESSED 50% AND TIGHTLY PACKED INTO THE JOINT, FLUSH WITH C °,mare Eraa+ -- M e wsa'WY d SA a t -Ipa h ar F A 'v..ery es^nd - M, t k d a d pd P .. BOTH SIDES OF WALL ISEE NOTE B dad W a t w 2 d W, U M F I, l IF 4a%P d w dm le Ww. T. MINIMUM VS' ftYM THICKNESS NILTI CFSSP WE FIRESTOP JOINT SPRAY DR HBLTI CP 072 SPEED UM7 va HNt1r 961 N - Vi.,A.. dM SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM OF 112' ONTO GYPSUM PO Ae d W 4 d P -r:a9i Bard xwd d., d l -Na 9j2h 9 IWW ft Ab? AND CONCRETE FLOOR ON BOTH SIDES OF WALL Cr, r:a ro ar lg TJi ,.,rrms,. e ,'A -v: ;ae^w Tara Tm I +ni 2Ir VW " mn 5(S k, v P-I/4 h Baduw d N:P 7 M1"&.:tt 1 41 Y.iS. Al :t axme+n +uv+r ._ NOTE;. AS A!w ALtURHATETO dkrL 1 CP TEj SPE &D STV'HP$,kl'7NF3§L WODL. fid wdwud, r dr, erIIad a. dd sub d h rM kdw, Pa ammr H W BPnm I-& W i Ri:. _ 65-iPd SxAat DC„ Ap% FREHTiTY {COMP0E9E$D$ry%4IA'YBEit6LN, Ew he Q Nz ke wA seta d ipa y ,a:.ltxk a'Fl In'x...g. t: as t6 bat! ximm'° A', AX w 09X65 r T u Cv PI RY .,., .... .,_ kSS =F,• Mt Ylku 0.5A(J0I3 ,,.;,a anmso HIM st' fj 41peOaa4R. G US a11nI fllrPa,aoc, srval,.a aaP m,® 106t,c ULBVSTEMHO,Y.A40A u _...... _ .. System No. HWDA342 u a System No. HIM-D4342 MULTIPLE PENETRATING ITEMS THROUGH GYPSUM WALL ASSEMBLY A—Wy RaIInB -a Hr Assemldy RiBnB • 2 Hr ' 5. F-RATINO.1i1ROR2i1R. g TLFTING r 0411 ,ltl -HR, 314,Hk 11Pd41R. OR 2-HF- ftrdnal Jd.l WMIh -1 M. Cl... IT Move IC ®pabSllk. =1 %COmP —Ina W ... ,n Jalnl •1 Re Ck. ll M-1 ar Ex .I.P I. GYPSUM WALL ASSEMBLY JUL CLASSIFIED LOOD, LUNG OR V400 SERIES) 11401. DR 3411 FBEE"A"UN I2-HR. SHOWN) TO INCLUDE THE FOLLOWNiG CONSTRUCTION FEATURES: A INOT SHDWNI WDOD STUDS TO CONSIST OF NOMNAL 2' A 4' LUMBER (SPACED MAXIMUM 15' OCL STEEL STUDS TO BE MINIMUM 34fr WIDE (SPACED MAXIMUM 24° OC} B. NOMINAL SW THICK GYPSUM WALLBOARD, TYPE NUMBER OF LAYERS, AND SHEET ORIENTATION A$ SPECSIED IN THE INDIVIDUAL UL DESIGN. Mn K.e WLiuSnlarsecao wsnAP FlrmsL,p Spslmrtn p.,r 8079b MINI FIrr S 3 I Metro South Apartments n br 48lPp, ¢a. d " Ps k U O bW"n. r C US y System No. J -2187 f „ System No. C-A I.2375 System No. C•AJ4377 2 F Raft' -2 Hr u F Regng • 3 Hr u F Ra9ng • 3 Hr T g ®OHr. 7Faf6,g -2 Hnand 3WP8 Rabi 3) T Hn q 2 Fa and 3 H, B. bm 1.. I we,emsym l`exwm., rnas+#atrsmxrir•tleu+>Ar..eyy ply A,M tY'aa CrelttrG' Ra A+'ear sd xa+rc•dufirs*' b-fl`s a.san akA i a•A+ # azrem MT apX%U 1vxX dqn Mry. xr iAks+Vp M ^- .....,rv' -•-• y aEhrRan kme 9. dte dra. ka atM p p-. °' I NTa SJ »E,tGC+'«rym abnr €aru3. ia'SM'IAi.Ian: 'Y^Src PAY&EaYWIvi FU SkaYMt#SeT A a iArry MPe b aaeFd. w.a"aonq k S. 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NA 9 fgVaAUCil d S.INi G -'i&fl8C_ tL HnreaA4ek& " H;rvg FVwbq em YK e SS tF nNxawe Pp fiM1il B,c ,d U O Ey lA.H,Yxd SS BFUSJ q {Aia, k'c CartkegA e'er 5S (F V / m tiffel Hfo.I.pSyAlaystM1 1e'- ° FIRESTCIP SYSTEMS WR'M HI[d 11" "xs.ulx=-:r'Arvzt•y F ^spa Info System No. 161104y System No. CbJ -8014 System No: 4 148C- FR tl 3Hr i F 2Hr tl, TR.bg 0 Nr P Rntlng -12 Hraft- TZOng• 2Hr T Ratln9.0 Hr g- -m-A a SEC110H A-A l' A f INT11X111161111-a- A 7 sEenoHn•A L q SECTION A2A k,= 9 AY7 rswa4t t^m, mYg.W rav xNESt !z 9ti'FxMka-Wt C CaitAua''sWtl dWx+a4 "lt Wb~rLi uew' it :kn.+.amskaHm,+m..d FlRA:%+bw sxsw.tuu tw,kpn; GAn cw tAJ ,¢r av4dsArtEtstliu°rdr`4xsrAt. rste{eF w», flopa.5ys8e rrav System No. C•AJ•2557 441 Fl" '1"p, T R Hnga -0, 1.8M and 2 Hr {See. Ham 2) System No, C-AJ -8148 7 FRgeg•2 Hr TNthg•0Hr sm fr. mo_ ,- nay A' f . 4.Sa1Vxv- ien#RVh.ititm}a mmfs'",v.'s:2Y.:3"O+Yuari ma€ggm:. R,U1nNx]WY- am'v:v. 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Wktir.dH h N - DMLVdhftaAamY' dksd(u pd4adl w;Ahahm' Mm :E raFmwlWa. -. yvslhdaae[m I2.+'lu'Yn Aa,Pi's z mu.c+MmiamW ad5+va'.m w+ii s tltlR ;; : a tlF.3*'mGMRR Iax+YA+ALLixiRre k@ry m?A ,w,itmn R+YaYaAU Mn3 R'aRmdrtt+apw ewnb9 db« x&xnada drtlD M dm xda5 ," F,.ap heYv+ kr4 rtkrPk r;e9v'¢9.14d4 .a.mrmaYr Ereamd WAa M1F4 Ydfm CMy - -0.1m 9Rty i68mm7 d a,@ce PrePo1u d [ FP'AA4 vN aai eEa•,dta, 3r RCawkobRddffi wWkx A45tY d9w d5+*'+v #4,4w95 p....+'mNpAeem,x Pem; Fasmq H:.R4tie®9xCmWp '- »a. -L+th .dA w 6n M1d, ,trp m+en.Mhw Tkudm adN Poe. e.aax tivw}iry' SRe'aaa;gwcaR@sme6~aAP,eb iarvktl {9><a+Ynv flvaEO Area i2h: {iJmm)MaadR a me,eaaM A vwti?rta #+E 4a±LL bw.m: wsY 9atsa.+.wmda drr 'fiat nvmamAaertWx'!Am Icexi:saX4 s#, bar dnx mwdaEddXPa smgY.IpatRwtmu rW,'TNL.Iti ri+P§- PM$#I.ai%',e 4,rteYh. k+b Stlepy -Y n e*YR9'..M ": Avi N.as hr : ' - arcdlits Piri,^suwtlm4aidd'IV *k RM a'vxxAzhkNM1Ht'srs¢54+fA Kl IG(ihSPAUfnRd CXE ,lNJ0. N.ii 01C -PSLxE ,prmOh. {aitz 71 ammsFb, F9.nC(N2'aiNlIGIiGNfMEeiGLS. tlM1+tY t0.R edC -fS-0re -.._ it&,i0 L{'lY3itCHEY "#.5 Ah tF WRAawP udwR i4F 5adwa WLL AmA IM1wrN 1C9aY'kilRpwt tm C I%w5at k+ o?axsdwia ,kaEN,a x'+ M6A 4Wi m. .. E=ttC a rFp tlm9A A§et Gti+azwBn : # Mxuk mel Fa"Cgl4L9: F9x'xtu NN.9 ux.1 .. w .>F:.w.. ,,.»..<.......: .,."....m.- ....,..^..m,w _. ,..^.. a>..,.,.. 5 .Jk rz .Ma.<.,..,. «",^.,<..,,., e..,. .,.,.. .....,..^.,.. ".... -.,_.. .. I„„S -ZJ i SS 1p, ,tjS X,f hPflil.AC d tFA, gxn€1 bcc Gml¢ty,A s " N t•fl,4w d a9" a w+xn.X hvmmd ,5.557F : 5S 7Fp - U LZILLMLAU wYatn.FC eaxpd U + FIaEST ®PSVSTEMS -1zsAS e • us P9t Nat Flr ® ®to System. L: us y#lXiFlFreal sit ».. ` „ 9s F ssrz FdH11Fl aa PSyAa ®r,Fa. E . c us . " : SHEET REVISIONS: .. P Y• %aP i" Pa A ,2a(2 H1111 FI-Wp SyMem. :: a FI .V 1,00...._........,, .t..,,.A..,..,..,. ...,.,.gym.,.,....,. .. .. ,.....,.w ............... ",,.,.«, System No. W-L -2408 n System No. WL -2408 3 :System No. W-L -2128 5ytltzLm Ng, NI -S- 2D 7;r M. FRAtlnpa -1 ad2Hr lSat lPam ll FRntlnga m-9 and2Hr l5ea Nmn d! FRWg- 1and2Hr(9ee Naml) TRvH % --1 and ]tiH,(S.Nam2) TRnalnp -0,1Rend34Hr is. Oem2). TRaung -OHr 11T in AIrvfla d. [, fA I iIHM1 d'J 1. 3 PE4rtYns -OA7 LRAtl gA1Amblmt- 12CFNlagR(SaeNmn391 LR.wAIAmbkMn 1,2 CFNJ gA(SmRam38) g I LTFt Yi LRaYhfp AI ADD F•Laaa Thant CFWaq N(Sa•Nem 3B) LRAUne At 400 F- T %an9 CFHlaq H(SSa Nem 30} SHEET NOTES 3f, + .Ao.aGx*r a @« 1 A A. THE INDICATED UL ASSEMBLIES .AND OTHER SPECIFIED FIRE RATED e Ate'" (9 r:.rm a mod+ A4aalde w..nd.•,ti...w, rv!«'m*- °^'n'4a^' - "" DESIGNS ARE THE 'BASIS OF DESIGN' FOR FIRE SAFETY, SOUND TRANSMISSION, f ) :F' «mcamm+. ar,. cax r'+ rw. ammReaaaAaa .am,M14 aaX,LZ.»wrµ:.,aan F-A '°' -- MATERIAL SELECTION, ETC. THE MAY SUBMIT.ALTEALTERNATE 1 . 6^ k nsm.:8 V'svA+Had t#9h Hmw e agm. Yduyr c*44vd@amweret, ualacv mxa ;! .. .. IeflCiA51cEIi'^a.. cw+;via;nwe_ewwas . rs ^tra cnaaae.2'est,t.:.s rX,focrwal,. +tLa : -•• ASSEMBLIES FOR REVIEW AND APPROVAL BY THE ARCHITECT, . PRIOR TO c KiaE+ES vas P IF'«a aamK.ArwJ CONSTRUCTION, TO BE USED IN. PLACE OF THE ASSEMBLIES INDICATED ON wtaan,am.AR.an.lahHaw.a+ ucwaw+dM .tea a'«ma.•isa ,a 1, xAra r,rFraaso,naEAY,s rEx.wk=++(m.ax a XM&wraaA.Am4d'duAntlh .. -^"° THESE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL PROVIDE ALL w - -- e ,. ,rtxvminlN +r maM„nl dm* m wubuarea htaml.YHaYM1dk -_.. _'. .... X ncr« xsrA. a:. rsmx .:4Fa rus.MtCFGtXi3'Fd•.Ya.am •` ' ^ f -;'" ` MATERIALS AND EQUIPMENT AS INDICATED IN THE ASSEMBLY AND/OR WITHIN fA r SE(MHN A -A. ^ THE SYSTEM THAT IS PART OF THE ASSEMBLY. NO SUBSTITUTION OF MATERIALS t OR ADDITIONAL MATERIALS WILL BE ACCEPTED AND WHICH ARE NOT ALLOWED t" PER THE ASSEMBLY, APPROVAL OF THE ASSEMBLY BY THE ARCHITECT DOES 8: "•°- -•°•°°'-' ry, r, sECnoNAa: +' rv:++r>a Aa v E u NOT RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY OF MEETING ALL y JAa.I «arch a . m4.,,a A ,,„ _, « atl r ° APPLICABLE BUILDING CODES AND REGULATIONS.. THE CONTRACTOR IS ALSO I g5 ,+. rt.,.. t + F:u 1 w.Ahuuxmp .w.Ama uvre. A mg mry rd ads R m Raw dww. ead dw . W 7- - yl- `-°- =^:-'- i , rT, uznarX+iml.wad+.nvXa« GaF ,aeaa;na rwa„auxvi,a,rwd axnrerm a mxn a sr a rs n m N 2 if2 h xAaxd : RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF THE PROPOSED i ALTERNATE ASSEMBLY TO THE AUTHORITY HAVING JURISDICTIONA->a •.:. Pa tM1 MVn : g ;.. C.um E<a d' -Xxw Sj60. SECTXOH A•A.. ASV,9e- wal' d. x Mko9 ae&a amndPx4h Hw d •a MHtl,e APPROVAL PRIOR TO CONSTRUCTION. EDITED.BY; n - srynaa,,anmax x nae +,w. d .,a empvY, A a aaa,nax«. ° va PROJECT NO. 11 -2795 rtw .mow® ne% wa aaa .a..,m mzrn E. p M1.. «. i• dG r:- :M OXA AaA GF } refit aroa -rrr i azk my tidae de,' z _o-mxa,rzhtm Fm=m., omEhehs{•.a iga=dKa aA P ` 'A S AaEs m z#+,rypM1tr+wae ar rea.. hP+e... M thpareA 9.9Nh ces+v6 d mbe 4sA tN: wa+aArer k,I+tAH aUn A-- Ea tF,¢uA6abEdq rra mo nom rz F,an eM Vg/ are 5A b sIl a* $roLOaf eaAa :n T ittaa qI« drP ? aJm va -ow , . rM1« ' R4;n4*aFa,a.:..eo-erv•rrrma aea wiaa F S•-as a onx A&ma_anlM m.R Vx+aiff9RMw YHWtl aelmwa nxJF. a1rN_....brvWa. ° °,tmb «tyi hf51 bi 91ii 7 d srpai'aaWr. PUm Wem •pry e4ti#iloaaaraarM Yp aMaa*6 amt lixav gaxYlEm PH:F}wY. ereaa.':aY.Nirhili axlm4 ws@mtA iFw.aera.tRXn aclpaxy MC, { pM a*ea'mYaF+Ie d.xma,q k E r 1 1 d gs i e6A dHmt 6'nremn Rel+r.I N`n SA GNPks rm,7 rma 0rTa.sa LwA Vx a.M . 4tamwY d mkla mbW F.WaasiNiAmY'ry b4a'$!pM +^u imaAn rH"m'myMUwd;. i fF;a t F, -. neFiu9 ., t. .fi v. ei, r7, IM a, enX m u i,s a ae . R tiv Potl, m41 a-0 d C4a eixd A" g "•°°, SuTan& a•tmxiA ne waev amvx.rav4'p,:. h SP>c1A§a- amxe6i nfx ee Pre e.bwk (Px mx Mm - rg1- - Tw>xgw - 9 L -ESV FywX :X'+ &Emq.rysf".:tlas «Far axmRFl brxdr aua ^SAanMa Ida,. xm0' r' .. Y. mar+rt.»r mb, ry,naa oust xkax.at ro4 ++aAr +. wArx+,ym.r a..... e tavcty - w,a2h m{« sa;ias cwc mra,ame+.e s .3 b. Fire Resistance Rated hP C*:'+seP LnlnP F!ke -#,m 05. des R•kk +rcsa } ea, a'm•uBi Gaza4'd Nx as asch,AaxiE « 2 2 i -PjE 9 ry y JointaeAv4$ '.dn'•MµSAgr kt9CGIaSEYYI{ uKnA.t4;+ 4' Penetration J®IntM,I nY - q. 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",,.,.«, System No. W-L -2408 n System No. WL -2408 3 :System No. W-L -2128 5ytltzLm Ng, NI -S- 2D 7;r M. FRAtlnpa -1 ad2Hr lSat lPam ll FRntlnga m-9 and2Hr l5ea Nmn d! FRWg- 1and2Hr(9ee Naml) TRvH % --1 and ]tiH,(S.Nam2) TRnalnp -0,1Rend34Hr is. Oem2). TRaung -OHr 11T in AIrvfla d. [, fA I iIHM1 d'J 1. 3 PE4rtYns -OA7 LRAtl gA1Amblmt- 12CFNlagR(SaeNmn391 LR.wAIAmbkMn 1,2 CFNJ gA(SmRam38) g I LTFt Yi LRaYhfp AI ADD F•Laaa Thant CFWaq N(Sa•Nem 3B) LRAUne At 400 F- T %an9 CFHlaq H(SSa Nem 30} SHEET NOTES 3f, + .Ao.aGx*r a @« 1 A A. THE INDICATED UL ASSEMBLIES .AND OTHER SPECIFIED FIRE RATED e Ate'" (9 r:.rm a mod+ A4aalde w..nd.•,ti...w, rv!«'m*- °^'n'4a^' - "" DESIGNS ARE THE 'BASIS OF DESIGN' FOR FIRE SAFETY, SOUND TRANSMISSION, f ) :F' «mcamm+. ar,. cax r'+ rw. ammReaaaAaa .am,M14 aaX,LZ.»wrµ:.,aan F-A '°' -- MATERIAL SELECTION, ETC. THE MAY SUBMIT.ALTE ALTERNATE 1 . 6^ k nsm.:8 V'svA+Had t#9h Hmw e agm. Yduyr c*44vd@amweret, ualacv mxa ;! .. .. IeflCiA51cEIi'^a.. cw+;via;nwe_ewwas . rs ^tra cnaaae.2'est,t.:.s rX,focrwal,. +tLa : -•• ASSEMBLIES FOR REVIEW AND APPROVAL BY THE ARCHITECT, . PRIOR TO c KiaE+ES vas P IF'«a aamK.ArwJ CONSTRUCTION, TO BE USED IN. PLACE OF THE ASSEMBLIES INDICATED ON wtaan,am.AR.an.lahHaw.a+ ucwaw+dM .tea a'«ma.•isa ,a 1, xAra r,rFraaso,naEAY,s rEx.wk=++(m.ax a XM&wraaA.Am4d'duAntlh .. -^"° THESE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL PROVIDE ALL w - -- e ,. ,rtxvminlN +r maM„nl dm* m wubuarea htaml.YHaYM1dk -_.. _'. .... X ncr« xsrA. a:. rsmx .:4Fa rus.MtCFGtXi3'Fd•.Ya.am •` ' ^ f -;'" ` MATERIALS AND EQUIPMENT AS INDICATED IN THE ASSEMBLY AND/OR WITHIN fA r SE(MHN A -A. ^ THE SYSTEM THAT IS PART OF THE ASSEMBLY. NO SUBSTITUTION OF MATERIALS t OR ADDITIONAL MATERIALS WILL BE ACCEPTED AND WHICH ARE NOT ALLOWED t" PER THE ASSEMBLY, APPROVAL OF THE ASSEMBLY BY THE ARCHITECT DOES 8: "•°- -•°•°°'-' ry, r, sECnoNAa: +' rv:++r>a Aa v E u NOT RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY OF MEETING ALL y JAa.I «arch a . m4.,,a A ,,„ _, « atl r ° APPLICABLE BUILDING CODES AND REGULATIONS.. THE CONTRACTOR IS ALSO I g5 ,+. rt.,.. t + F:u 1 w.Ahuuxmp .w.Ama uvre. A mg mry rd ads R m Raw dww. ead dw . W 7- - yl- `-°- =^:-'- i , rT, uznarX+iml.wad+.nvXa« GaF ,aeaa;na rwa„auxvi,a,rwd axnrerm a mxn a sr a rs n m N 2 if2 h xAaxd : RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF THE PROPOSED i ALTERNATE ASSEMBLY TO THE AUTHORITY HAVING JURISDICTIONA->a •.:. Pa tM1 MVn : g ;.. C.um E<a d' -Xxw Sj60. SECTXOH A•A.. ASV,9e- wal' d. x Mko9 ae&a amndPx4h Hw d •a MHtl,e APPROVAL PRIOR TO CONSTRUCTION. EDITED.BY; n - srynaa,,anmax x nae +,w. d .,a empvY, A a aaa,nax«. ° va PROJECT NO. 11 -2795 rtw .mow® ne% wa aaa .a..,m mzrn E. p M1.. «. i• dG r:- :M OXA AaA GF } refit aroa -rrr i azk my tidae de,' z _o-mxa,rzhtm Fm=m., omEhehs{•.a iga=dKa aA P ` 'A S AaEs m z#+,rypM1tr+wae ar rea.. hP+e... M thpareA 9.9Nh ces+v6 d mbe 4sA tN: wa+aArer k,I+tAH aUn A-- Ea tF,¢uA6abEdq rra mo nom rz F,an eM Vg/ are 5A b sIl a* $roLOaf eaAa :n T ittaa qI« drP ? aJm va -ow , . rM1« ' R4;n4*aFa,a.:..eo-erv•rrrma aea wiaa F S•-as a onx A&ma_anlM m.R Vx+aiff9RMw YHWtl aelmwa nxJF. a1rN_....brvWa. ° °,tmb «tyi hf51 bi 91ii 7 d srpai'aaWr. PUm Wem •pry e4ti#iloaaaraarM Yp aMaa*6 amt lixav gaxYlEm PH:F}wY. ereaa.':aY.Nirhili axlm4 ws@mtA iFw.aera.tRXn aclpaxy MC, { pM a*ea'mYaF+Ie d.xma,q k E r 1 1 d gs i e6A dHmt 6'nremn Rel+r.I N`n SA GNPks rm,7 rma 0rTa.sa LwA Vx a.M . 4tamwY d mkla mbW F.WaasiNiAmY'ry b4a'$!pM +^u imaAn rH"m'myMUwd;. i fF;a t F, -. neFiu9 ., t. .fi v. ei, r7, IM a, enX m u i,s a ae . R tiv Potl, m41 a-0 d C4a eixd A" g "•°°, SuTan& a•tmxiA ne waev amvx.rav4'p,:. h SP>c1A§a- amxe6i nfx ee Pre e.bwk (Px mx Mm - rg1- - Tw>xgw - 9 L -ESV FywX :X'+ &Emq.rysf".:tlas «Far axmRFl brxdr aua ^SAanMa Ida,. xm0' r' .. Y. mar+rt.»r mb, ry,naa oust xkax.at ro4 ++aAr +. wArx+,ym.r a..... e tavcty - w,a2h m{« sa;ias cwc mra,ame+.e s .3 b. Fire Resistance Rated hP C*:'+seP LnlnP F!ke -#,m 05. des R•kk +rcsa } ea, a'm•uBi Gaza4'd Nx as asch,AaxiE « 2 2 i -PjE 9 ry y JointaeAv4$ '.dn'•MµSAgr kt9CGIaSEYYI{ uKnA.t4;+ 4' Penetration J®IntM,I nY - q. 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[rIW < „g%laraxse. p' papAlp(2 Nita PP t 4 Y an'o-np (Farza;2 W2 Xilitl Flreatop ByvBemcta C u3 m 8'1-HOUR RATED CMU PER STRUCTURAL I 117METAL HAT FURRING CHANNELS IT IWOO, CONTINUOUS RADIANT FOIL INSULATION R-7 (FI-FOIL OR EQUIVALENT 112'GYR SO PER FRO 1207 rctt m TYPICAL FLOOR-CEILING AT APARTMENTS WITH PARKING GARAGE BELOW /11 TYPICAL ROOF-CEILING AT ROOF DECKS OVER CONDITIONED SPACE (WITH FURR-DOWN WHERE LOCATED) EXTERIOR WALL (NON-BEARING) RCg> FLOOR FINISH AS SPECIFIED' 24'x 24' x 2' HANOVER PAVERS 7/8MIN, CEMENT PLASTER FINISH ON PAPER-BACKED METAL LATH 2 I-M RATED TYPICAL FLOOR-CEILING (WITH FURR -DOWN WHERE LOCATED) 2 HE RATED TYPICAL ROOF-CEILING OVER CONDITIONED NON-RATED I OVER BUILDING WRAP FLOOR FINISH AS SPECIFIED' RGi J tWM-1>4 2 HR RATED WTHICK CONCRETE SLAB PER STRUCTURAL 7 HR RATED ENERGY STAR RATED SINGLE-PLY TPO MEMBRANE FULLY ADHERED I NO RATED LIGHTWEIGHT CONCRETE SLOPED Nil- MIN. PER FOOT TEXTURED & PAINTED UNDERSIDE OF SLAB WHERE NO 2112' METAL STUDS ATTACHED TO CMU PER SPECIALITY ENGINEER R-30 (AVERAGE) RIGID INSULATION, R-19 MIN, AT ALL ROOF DRAINS T 4, FBC-B TABLE 721.2.2.1 10' THICK CONCRETES PER STRUCTURAL B' CONCRETE WALL PER STRUCTURAL FIRE RESISTANCE: CALC. FURR-DOWN OCCURS FIRE RESISTANCE: CALC. SLOPE ROOF SURFACES 114' PER FT, MIN: FIRE RESISTANCE: FBC-B TABLE 721.2.2,1 d FBC-B TABLE 721.2.2.1 87HICK CONCRETE SLAB PER STRUCTURAL UL U905 REFER TO PLAN FOR FURR-DOWN LOCATIONS: CONTRACTOR TO PROVIDE SOUNDAMPACT MAT UNDER AREAS OF TEXTURED & PAINTED UNDERSIDE OF SLAB WHERE NO REFER TOP FOR FURR-DOWN LOCATIONS: a LIGHT GA. MTL FRAMING @ 16' D.C. WITH 5/6' GYP. SO. RATINGS REQUIRED FURR•DOWN OCCURS NOANIO-1129.05 50 STS & IIC Z CONTRACTOR TO PROVIDE SOUNDflMPACT MAT UNDER AREAS OF SPACE REFER TO PLAN FOR FURR-DOWN LOCATIONS: HARD FURG. REF. FIN. SCHEDULE, SUBMIT SOUND TEST DATA FOR REVIEW RATINGS REQUIRED HARD FURG. REP. FIN. SCHEDULE, SUBMIT SOUND TEST DATA FOR REVIEW LIGHT G& MTL FRAMING @ 16- O.C. WITH 5/8' GYP. DO. 8'1-HOUR RATED CMU PER STRUCTURAL I 117METAL HAT FURRING CHANNELS IT IWOO, CONTINUOUS RADIANT FOIL INSULATION R-7 (FI-FOIL OR EQUIVALENT 112'GYR SO PER FRO 1207 rctt m TYPICAL FLOOR-CEILING AT APARTMENTS WITH PARKING GARAGE BELOW /11 TYPICAL ROOF-CEILING AT ROOF DECKS OVER CONDITIONED SPACE (WITH FURR-DOWN WHERE LOCATED) EXTERIOR WALL (NON-BEARING) RCg> FLOOR FINISH AS SPECIFIED' 24'x 24' x 2' HANOVER PAVERS 7/8MIN, CEMENT PLASTER FINISH ON PAPER-BACKED METAL LATH 2 I-M RATED 8' OR 10' THICK CONCRETE SLAB PER STRUCTURAL 2 HE RATED HANOVER PEDESTALS FULLY ADHERED TO MEMBRANE NON-RATED I OVER BUILDING WRAP SPRAY APPLIED ICYNENE MEDIUM DENSITY CLOSED CELL J SIPLAST TERABASE TO WITH TERANAP 1M ROOFING MEMBRANE 2 HOUR RATED' 518' EXTERIOR GRADE GYPSUM BOARD SHEATHING FIRE RESISTANCE: GALS INSULATION - Rig MINIMUMx FIRE RESISTANCE: CALC. LIGHTWEIGHT CONCRETE SLOPED Nil- MIN. PER FOOT UL U905) 2112' METAL STUDS ATTACHED TO CMU PER SPECIALITY ENGINEER FOC-B TABLE 721.2.2.1 T 4, FBC-B TABLE 721.2.2.1 10' THICK CONCRETES PER STRUCTURAL B' CONCRETE WALL PER STRUCTURAL SPRAY APPLIED ICYNENE MEDIUM DENSITY CLOSED CELL WITH LOXON CONDITIONER PRIMER ON EXT. INSULA'nON - R30 MINIMUM 50 STO & IIC CONTRACTOR TO PROVIDE SOUNDAMPACT MAT UNDER AREAS OF REFER TOP FOR FURR-DOWN LOCATIONS: a FXTERIOR, CONDMONED '6'2 HOUR CONCRETE WALL AT NORTH & WEST RATINGS REQUIRED NOANIO-1129.05 SPACE PER PRO 1207 HARD FURG. REF. FIN. SCHEDULE, SUBMIT SOUND TEST DATA FOR REVIEW LIGHT CA, MTL FRAMING @ 16- D.C. WITH 5/8' GYP. BD. EXTERIOR WALLS PER TABLE 602 TYPICAL FLOOR - CEILING AT GARAGE TYPICAL ROOF-CEILING AT ROOF P WHERE LOCATED) ELEVATOR SHAFT I STAIR SHAFT I EXTERIOR COLUMNS RC CONCRETES T GRAVEL AND DRAINAGE FABRIC PER LANDSCAPE ARCHITECT 1 1 2 NO RATED 8' OR 10' THICK CONCRETE SLAB PER STRUCTURAL 2 HR RATED ENERGY STAR RATED SINGLE PLY TPO MEMBRANE FULLY ADHERED 2 HR RATED 8' CONCRETE WALL PER STRUCTURAL WITH LOXON le_ 412' COVER BOARD PER ROOFING MANUFACTURER CONDITIONER PRIMER ON EXTERIOR FIRE RESISTANCE: CALC. FIRE RESISTANCE: CALL. R-30 (AVERAGE) RIGID INSULATION, FAA MIN. AT ALL ROOF DRAINS FIRE RESISTANCE: CALC. 518' MIN. DIRECT APPLY CEMENT PLASTER FINISH FBC-B TABLE 721.2.2.1 FBC-B TABLE 721.22.1 MOPE ROOF SURFACES 114- PER FT. MIN. FSC-B TABLE 721.2.1.1 101THI "RETIE SLA14 PER STRUCTURAL TEXTURED & PAINT 'HEIDE OF SLAB WHERE NO FURR-DOWN OCCURS REFER TO PLAN FOR FURR-DOWN LOCATION LIGHT GA. MTL FRAMING @ Ili' O.C: WITH 5/8' GYP. ED. FC d> FLOOR -CEILING WITH FURR-DOWN OVER ARCADE t> TYPICAL ROOF-CEILING AT COURTYARD OVER PARKING GARAGE 24' x 24'x 2' HANOVER PAVERS t, 1> CONCRETE COLUMN 2 HE RATED 2 HR RATED HANOVER PEDESTALS FULLY ADHERED TO MEMBRANE 2 HR RATED CONCRETE COLUMN PER STRUCTURAL WITH LOXON 6 FLOOR FINISH AS SPECIFIED' PLASTTERABASE TO WITH TERANAP IM ROOFING MEMBRANE CONDITIONER PRIMER ON EXTERIOR FIRE RESISTANCE: CALC. B'THICK CONCRETE SLAB PER STRUCTURAL FIRE RESISTANCE: CAUC, LIGHTWEIGHT CONCRETE SLOPED 118' MIN. PER FOOT FIRE RESISTANCE: CALC, 518'MIN. DIRECT APPLY CEMENT PLASTER FINISH F C-B TABLE 721.2 2.1 SPRAY APPLIED ICYNENE MEDIUM DENSITY CLOSED CELL FBC-B TABLE 721,221 10-THICK CONCRETES PER STRUCTURAL FBC-B TABLE 721.2.1.1 CONTINUOUS RADIANT FOIL INSULATION R-7 (FI-FOIL OR EQUIVALENT INSULATION - Rig MINIMUM I 912' METAL HAT FURRING CHANNEL AT 96° 0.0 LIGHT CA MITI FRAMING PER SPECIALTY ENGINEER V2' GYP. BD. i) LAYER 51r EXTERIOR GRADE GYP. DR. ARCHITECTURE & INTERIOR DESIGN, INC 745 .M1epw .Y sidle prlpg,, 032701 ph. :40 .830.1400z407A30A143 Metro South Apartments Soulh Miami, FL Date IIIIIIIIIIIIA l SET DISTRIBUTIONS' EXTERIOR EXTEMOR 8' 2 HOUR DIAN BLOCK AT NORTH A WESTHEXTERIORWALLSPERTABLE602 NOA#10-1129.05 SHEET NOTES A. THE INDICATED UL ASSEMBLIES AND OTHER SPECIFIED FIRE RATED DESIGNS ARE THE 'BASIS OF DESIGN' FOR FIRE SAFETY, SOUND TRANSMISSION, MATERIAL SELECTION, ETC. THE CONTRACTOR MAY SUBMIT ALTERNATE ASSEMBLIES FOR REVIEW AND J APPROVAL BY THE ARCHITECT, PRIOR TO CONSTRUCTION, TO BE USED IN PLACE OF THE ASSEMBLIES INDICATED ON THESE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT AS INDICATED IN THE ASSEMBLY 1 PROJECT NO. 11-2795 ANIYOR WITHIN THE SYSTEM THAT IS PART OF THE ASSEMBLY. NO SUBSTITUTION OF MATERIALS OR ADDITIONAL MATERIALS WILL BE ACCEPTED AND WHICH ARE NOT ALLOWED PER THE ASSEMBLY. APPROVAL OF THE ASSEMBLY BY THE ARCHITECT DOES NOT RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY OF MEETING ALL APPLICABLE BUILDING CODES AND REGULATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF THE PROPOSED ALTERNATE ASSEMBLY TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL PRIOR TO CONSTRUCTION, a eR ARCHITECTURE & INTERIOR DESIGN, INC 745 .M1epw .Y sidle prlpg,, 032701 ph. :40 .830.1400z407A30A143 Metro South Apartments Soulh Miami, FL Date IIIIIIIIIIIIA l SET DISTRIBUTIONS' EXTERIOR EXTEMOR 8' 2 HOUR DIAN BLOCK AT NORTH A WESTHEXTERIORWALLSPERTABLE602 A1.05 J 1 PROJECT NO. 11-2795 A1.05 UL U905) EqUIRM 8'2-HOUR RATED CMU PER STRUCTURAL 2 HOUR RATED' UL 0905) EXTERIOR INTERIOR WALL TYPICAL INTERIOR WALL (NON-BEARING) 2 UP RATED N( 2 HRRATED 8® 2 -HOUR RATED RAN PER STRUCTURAL FIRE RESISTANCE: I 912' METAL HAT FURRING CHANNELAT 16'O.C. UL U905 CONTINUOUS RADIANT FOIL INSULATION R-7 (A-FOIL OR EQUIVAL 3 5SY METAL STUDS AT 16'0Q. i[2' GYP. BD. 8* 1-HOUR RATED CMU PER STRUCTURAL 2 HOUR RATED' UNE&M UL U905) SPACE SPACE 2 HOUR RATED' UL 0905) EXTERIOR INTERIOR WALL NON-BEARING) EXTERIOR WALL 112- GYP. BD. N( 2 HRRATED 1 HOUR RATED NON-RATED 1 I 1/2'METAL HAT FURRING CHANNEL AT I6'O.C, NON-RATE01 NON-RATED 3 5SY METAL STUDS AT 16'0Q. 2 HOUR RATED' 8* 1-HOUR RATED CMU PER STRUCTURAL 2 HOUR RATED' 3 518' OR 6' (PER PLANS) LIGHT GAUGE METAL STUD FRAMING AT UL U905) UL U905) I 112' METAL HAT FURRING CHANNEL AT 16'0,C. (UL U905) AT 16'O.C. U.N.O. iG'O.C. U.N.O. WITH TRACKS SET IN COST ACOUSTICAL SEALANT 112'GYP, BEL ELEVATOR SHAFT I STAIR SHAFT 44"615 2 HR RATED S' CONCRETE WALL PER STRUCTURAL ELEVATOR SHAFT I SD E SHAFT TiRl 1112' METAL HAT FURRING CHANNEL AT 16`()Q ILL PILEVATOR SHAFT t STAIR SHAFT TYPICAL INTERIOR PARTITION WALL TYPICAL 2 HRRATED 8' CONCRETE WALL PER STRUCTURAL NON-RATED 1 112' GYP. BD, NON-RATED 3 5SY METAL STUDS AT 16'0Q. 2 HOUR RATED' FIRE RESISTANCE: CALC. 3 518' OR 6' (PER PLANS) LIGHT GAUGE METAL STUD FRAMING AT V?GYR BD UL U905) FBC-B TABLE 721.2.1.1 AT 16'O.C. U.N.O. iG'O.C. U.N.O. WITH TRACKS SET IN COST ACOUSTICAL SEALANT WM-12 ELEVATOR SHAFT I STAIR SHAFT 44"615 2 HR RATED S' CONCRETE WALL PER STRUCTURAL NON-RATED 112'GYP. BD. 1112' METAL HAT FURRING CHANNEL AT 16`()Q FIRE RESISTANCE: GAUD. CONTINUOUS RADIANT FOIL INSULATION R-7 {FFFOIL OR EQUIVALENT FBG-B TABLE 721.2.1.1 1/2' GYP. BD. ILL PILEVATOR SHAFT t STAIR SHAFT TYPICAL INTERIOR PARTITION WALL TYPICAL 1W _, 8' CONCRETE WALL PER STRUCTURAL NON RATED I 112' GYP. BD, NON-RATED 3 5SY METAL STUDS AT 16'0Q. 2 HOUR RATED* 3 518' OR IF (PER PLANS) LIGHT GAUGE METAL STUD FRAMING 3 518' OR 6' (PER PLANS) LIGHT GAUGE METAL STUD FRAMING AT V?GYR BD UL U905) FBG-B TABLE 721.2.1.1 AT 16'O.C. U.N.O. iG'O.C. U.N.O. WITH TRACKS SET IN COST ACOUSTICAL SEALANT 1) LAYER 1/2' GYP, BD. EACH SIDE 3 ACOUSTIC BATT INSULATION EXTERIOR 112'GYP. BD. L (NO' N-BEARING) TYPICAL CORRIDOR WALL 5ffi'MN. DIRECT APPLY CEMENT PLASTER FINISH 8' 2 516' FIRE RATED GYP. BD. CMU PER STRUCTURAL WITH LOXON CONDITIONER PRIMER I HR RATED 112' RESILIENT CHANNEL SPACED 24'O.C. VERTICALLY AT EXTERIOR 3 516- OR 6- (PER PLAN) 18 GA. LIGHT GAUGE METAL STUD FRAMING 1 112° METAL HAT FURRING CHANNEL AT 16' GO, UL U419 AT 16' D.C. U.N.O. WITH TRACKS SET IN CONT. ACOUSTICAL SEALAN! CONTINUOUS RADIANT FOIL INSULATION R-7 (FI -FOIL OR EQUIVALENT 3112 'ACOUSTIC BATT INSULATION CORNISIOR UNIT 11GYR. ED. 7 518' FIRE RATED GYP. BE, CONDITIONED z– SPACE Sound Test: 7 2 HOUR CMU BLOCK AT NORTH & WEST NRC-TL-93-354 EXTERIOR WALLS PER TABLE 602 STC 50 FARING) 1/\ 2 HR CORRIDOR WALL (3 51B- STUDS) 718' MIN. CEMENT PLASTER FINISH ON PAPER-BACKED METAL LATH V 2) LAYERS N' FIRE RATED GYP. BD. EACH SIDE OVER BUILDING WRAP 2 HE RATED 3 5M' LIGHT GAUGE METAL STUD FRAMING AT 16'O.C. U.N.O. 5/8' EXTERIOR GRADE GYPSUM BOARD SHEATHING WITH TRACKS SET IN CONT. ACOUSTICAL SEALANT 718' METAL HAT FURRING CHANNEL PER SPECIALTY ENGINEER UL U419 3 9t2' ACOUSTIC BATT INSULATION 8' CMU PER STRUCT. WITH LOXON CONDITIONER PRIMER ON EXT. 1 V2' METAL HAT FURRING CHANNEL AT 16' OZ. CONTINUOUS RADIANT FOIL INSULATION R-7 (FI-FOIL OR EQUIVALENT 112' GYP. BE. Sound Teel: WIE. '8'2 HOUR CMU BLOCK AT NORTH & WEST NRC-TL-92-369 EXTERIOR WALLS PER TABLE 602 STC 57 EA!NG) FRAMED TENANT WALL WF> V8' MIN. CEMENT PLASTER FINISH ON PAPER-BACKED METAL LATH 1) LAYERS 518° FIRE RATED GYP. BD. EACH SIDE OVER BUILDING WRAP I HR RATED 3 518- 25 GA, LIGHT GAUGE METAL STUD FRAMING AT 16' O.C. U.N.O. 518' EXTERIOR GRADE GYPSUM BOARD SHEATHING WITH TRACKS SET IN COLT, ACOUSTICAL SEALANT 2 V2' METAL STUDS ATTACHED TO CMU PER SPECIALTY ENGINEER UL U419 3112' ACOUSTIC BATT INSULATION 8' CMU PER STRUCT. WITH LOXON CONDITIONER PRIMER ON EXT. 1) LAYER 112' GYP. ED. 1 112' METAL HAT FURRING CHANNEL AT 16'OLC. CONTINUOUS GAMUT FOIL INSULATION R-7 (FI-FOIL OR EQUIVALENT; 112' GYP. ED. PPill'In"CIER '8' 2 HOUR CMU BLOCK AT NORTH & WEST Sound Test NRC-TL-92-369 EXTERIOR WALLS PER TABLE 602 STC 57 21E-HOUR RATED WALL 718'MIN. CEMENT PLASTER FINISH ON PAPER-BACKED METAL LATH 5/8' FIRE RATED GYP. SD. OVERBUILDING WRAP I HR RATED 3 SAR18 GA. METAL STUD FRAMING AT 16'O.C. LLNLO: 518' EXTERIOR GRADE GYPSUM BOARD SHEATHING 518' FIRE RATED GYP. BR 2 112' METAL STUDS ATTACHED TO CON PER SPECIALITY ENGINEER UL U4 IS 3112' ACOUSTIC BATT INSULATION @ DWELLING UNIT WALLS ONLY 8'CMU PER STRUCT, WITH LOXON CONDITIONER PRIMER ON EXT. M,Rtop UNCONDMONED '8R2 HOUR CMU BLOCK AT NORTH & WEST1110SPACE EXTERIOR WALLS PER TABLE 602 EXTERIOR WALL (NON-BEARING) L, STONE VESPER OVER MORTAR COAT PER MANUFACTURER 8° CMU PER STRUCTURAL WITH LOXON CONDITIONER PRIMER 2 HR RATED AT EXTERIOR 1 112' METAL HAT FURRING CHANNEL AT 16'00. UL U438 CONTINUOUS RADIANT FOIL INSULATION R•7 (M-FOIL OR EQUIVALENT 112" GYP. BD. EXTERIOR `4 ..CONDITIONED SPACE I t>3 PILEVATOR SHAFT t STAIR SHAFT TYPICAL 2 HR RATED 8' CONCRETE WALL PER STRUCTURAL NON RATED I 3 5SY METAL STUDS AT 16'0Q. 2 HOUR RATED* FIRE RESISTANCE: CALC, V?GYR BD UL U905) FBG-B TABLE 721.2.1.1 Z EXTERIOR ca IOR WALL Q SERVICE SPACE I GARAGE 578' MIN. DIRECT APPLY CEMENT PLASTER FINISH 8' CMU PER STRUCT. WITH LOXON CONDITIONER PRIMER ON EXT, NON-RATED UNCONDITIONED SPACE 8`2 HOUR CMU BLOCK AT NORTH & WEST EXTERIOR WALLS PER TABLE 602 F llvAT1 COLIMARRITIFS FL31231 James B. Black AR001 1224 SET DISTRIBUTIONS A1.04 KDAT ABBREVIATIONS LEGEND KIT AC Air Conditioned(er) Laminate AFF Above Finish Floor LF AHJ Aulhodly Having Jurisdiction Linen AHU Air Handler Unit LT ALT Alternale Maximum ALUM Aluminum MEM APT Apartment Mro-chanirrd, Electrical, BALC Balcony DOC BFF Below Finish Floor Outside Face of Wall BLDG Building PAN BLKG Blocking Package BM Beam PLB Big Bedroom Plumbing BRG Bearing PLYWD BRZWY Breezeway Pre-engineered BTM Bottom PSI CAB Cabinet fti Tension CALC Calculation PTAC CER Ceramic Pawed:. CFM Cubic Feet Per Minute QT CFS Clear FloorSpace Radius CIP Cast In Place REF CJ Control Joint Refilgermor CL Center Line REDD CLG Celiing Room CLOG Closet RS CLR Clear Rough Sawn Cedar CMU Concrete Masonry Unit. Sc COL Column Schedule CONC Concrete SF COND Condenser ICondensate Sliding Glass Door CONT Continuous l SHTG CORR Corridor CP Cement Plaster. CPT Carpet CT Ceramic lie t= +, 1 + r .... i. i + . # CW Cold Water D Dryer DIA Diameter. DIM Dimension ON Down DIN Dining i . ## i iti . «i i i ` :+ # DP Deep i ` # i + ' W. r+ ,.., t DR Door DS Down Spout DTL Doing DW Dishwasher DWG Drawing EA Each ELEC Electric (al) ELEV Elevation ERG Englneer(ed) COB Edge of Slab EQ Equal i` EQUIV Equivalent EWC Electric Water Coder EXP Expansion EXT Exterior EXPG Existing FACP Fire Alarm Control Panel FB Fire Blocking FBC Florida Building Code FD Floor Drain FIE Finish Elevation FF Finished Fear FIN Finish(ad) FJS Finger Jointed Studs FLR Floor FM Field Measure FOM Face of Masonry I Concrete FP Fire Protection FPM Feet Per Minute. FR Fire Rated FRCP Fiber Reinforced Cement Plaster FRP Fiber Reinforced Panel FT Foal I Feet FTG. Fooling END Foundation FOB: Face of Beam FOS. Face ofSlud GA Gauge GALV' Galvanized GAR Garage GC General Contractor GLS Glass OILS Glazing GYPBD Gypsum Board HC Hollow Core s HB Hose Bibb r . HDR Header HDW Hardware HORIZ Horizontal HR Hour HIT Height. HVAC. Heating, Venting AC DO Intemal anal Building Code i iS Inieft Design w IN Inch IInches s INST Installation m INSUL Insulation (ad) INT Interior 3 JB Junction Box JST Joist n- JT Joint. KDAT Win Dried Allor Tmaime KIT Kitchen LAM Laminate LAV Lavatory LF Linear Feel LIN Linen LR living Room.. LT Light MAX Maximum MECH MOA—LaIrA. MEM Memesom MEP Mro-chanirrd, Electrical, MFR Manufadmat (ed) : MIN Mnuirrunn MIR Minor MISS Miscellaneous MPH Miles Per Hour MR Moisture Resistant' NITS Mounted MTL Metal NUM(# Number.. NOM Nominal NBC Noise Reduction Class NTS Not To Scale GO On Center DOC Occupancy lOccupant OFW Outside Face of Wall DEB Oriented Strand Board PAN Pantry RHO Package PLAM Plastic Laminate PLB Plumb PLUG Plumbing PLF Pounds Per Lamar Foot PLYWD Plywood PRE -ENG Pre-engineered PSF Pounds Par Square Fool PSI Pounds Per Square Inch P -T fti Tension PT PrTswro' Treated Wood . PTAC PackeTle Terminal AC PM Pawed:. PVC Pulp Vinyl Chloride QT OsamdUo BAD Radius RCP Reflected Ceiling Plan REF Reference REFRIG Refilgermor REINF Relmome(eding) REDD Required RM Room RO Rough Opening RS Rough Sawn DEC Rough Sawn Cedar BAN Sanitary Sc solid Care SCH Schedule SEP Separation SF Square Feet SGD Sliding Glass Door BHT Sheet l SHTG Sheathing BOG Slab On Grade SP Spring Point SPEC Specifications SPF Spruce- Pine -Fur so Square SS Stainless Steel . STC Sound Transmission Class STD Standard.. STL Steel STO storage SW Shan, Will . SYM Ryimmsidndl SYP Snulhsm Yellow Pine T &B Top & Bottom T &G Tompne:& Groove TB Towai Bar TEMP Tempered: THK Thick TPD Toilet Paper Olnppmar TPH Taco] Paper Holder T.O. top of _. TOS Top of Slab TS Tube Steel TYR Typical UL Underwriters Laboratory UNO Unless Noted Otherwise VC Vnyl Covered VCT V myl Composite Tile VER Verify VERT Vertical VLT Vann VWC Vinyl Wall Covering. W Washer Wt With WAS WashertDryer Combirm ion WA) Without WC Water Closet wo Word WDW Window WIG Walk In Closet WH Water Heater i rt r rt #w rt an.10 &MIN11#10TI, a Willi OR III&M ...i #+, i Y #: . , i :1 ,,, . r ,+ ,, . is ;. ' t i' i .. *. . +. # i #+ r. + i # ... i r,.i. i.. «, .. i,, +.. i Y,, r i . . #.,,, , i i. r # . t= +, 1 + r .... i. i + . # is 1 # " `_. ## • # .... .., +, + i i +, i.,+ i3 rt + +.', i ., i . ## i iti . «i i i ` :+ # i +, i # r`... ..# , is : .. i.. r' „ i; . i ` # i + ' W. r+ ,.., t i` i 1 ,t r . M i w u ARCHITECTURE INTERIOR DESIGNj INC. lAileaurraccruealKEERICIRDESIM rlE1 COMWINIMES Metro South Apartments South Miami, FL Date James B. Black AR0011224 SET DISTRIPWIfOh°,S„ I 181 1Ta,Si9 Imo! = i i 4 LEFT Al Bond BATH OCC_ 3 PERSONS TRAVEL DIST V -11° i # PER PROPOSED DEVELOPMENT AGREEMENT WITH THE CITY OF SOUTH MIAMI r t I!ITI`IT i } i 8 IimulBUluVami IIIIOIIII t, ME THE A(;L1:bN B ILI I A REQUIREMENTS: DESIGN FLOOR AREA REQUIREMENTS ARE BASED ON THE FAIR HOUSING ACT DESIGN MANUAL, REVISED AS OF R -2 1998. 47.9Q' ALLOWED': PROVIDED THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE AMERICANS WITH DISABILITIES 75' -0' ACT, (ADA), STANDARDS, TITLE III, SHALL APPLY TO AREAS OPEN TO THE PUBLIC OR YES AVAILABLE FOR PUBLIC ACCOMMODATION. DESIGN REQUIREMENTS ARE BASED ON THE 17T-O' X. 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, - 8° SIDEWAU(WIOTH) PROVIDED NUMBER OF EXITS THE DESIGN AND CONSTRUCTION REQUIREMENTS FOR APPLICABLE DWELLING UNITS 9-0° MIN. AND FACILITIES OBLIGATED TO COMPLY WITH SECTION 504 OF THE REHABILITATION Exhs ACOT OF 1973 ARE BASED ON THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS, REVISED Floor: Use, Area: @aupanl: Load: NEAR), AS OF 1980. CODE: COMPLIANCE OCCUPANCY TYPE R -2 RESIDENTIAL t &2 STORAGE (PARKING GARAGE) 1 CONSTRUCTION TYPE TYPE I -B; SPRINKLERED 2 FIRE SPRINKLER SYSTEM NFPA 99 PER FRO 909:3:4:9) AREA 8 HEIGHT LIMITATION (FDIC TABLE 503): REQUIREDIALLOWED PROPOSED 2 MAX HEIGHT 160 ° -0' 91' -3' MAX NUMBER OF STORIES - 11 STORIES 7 STORIES MAXIMUM AREA PER FLOOR UNLIMITED 23,456 S..F... 2 FIRE PROTECTION (PER FBC 601 8 802) :. STRUCTURAL FRAME 2HR 2HR, EXTERIOR BEARING WALLS 3 HR 3 HR 2 INTERIOR BEARING WALLS 3 HR 3 HR EDITED BY: EXTERIOR NON - BEARING WALLS OUR OFF INTERIOR NON-BEARING WALLS OUR O HR 2 FLOOR CONSTRUCTION 2 HR 2 HR s.=. ROOF CONSTRUCTION 1 HR. 1 HR DWELLING UNIT SEPARATION WALLS (FBC 709) 9 HR 1 HR x FLOOWCEILING ASSEMBLY (FRO 712) 1 HR 2 HR PROJECT NC. 11 -2795 mmmmmmmmo TABLE 602 REQUIRES 2 HR EXTERIOR WALLS ALONG NORTH AND WEST PROPERTY 68'. LINES.2 HOUR WALLS SHALL BE PROVIDED. 2 3 d _.. OR Resfdendal 16,885. 200 74- 85'. 2 1 ° z.. 8:' i • 59 i a . 6th Residendal 11,765 20O 45 59- 2 2 o 7th :. Residential 11,765 200 45 59 2 i # PER PROPOSED DEVELOPMENT AGREEMENT WITH THE CITY OF SOUTH MIAMI r t I!ITI`IT i } i 8 IimulBUluVami IIIIOIIII t, ME THE A(;L1:bN B ILI I A REQUIREMENTS: DESIGN FLOOR AREA REQUIREMENTS ARE BASED ON THE FAIR HOUSING ACT DESIGN MANUAL, REVISED AS OF R -2 1998. 47.9Q' ALLOWED': PER PROPOSED DEVELOPMENT AGREEMENT WITH THE CITY OF SOUTH MIAMI r t I!ITI`IT i } i 8 IimulBUluVami IIIIOIIII t, OCCUPANCY LOAD (S.F.I OCC.) ME THE A(;L1:bN B ILI I A REQUIREMENTS: DESIGN FLOOR AREA REQUIREMENTS ARE BASED ON THE FAIR HOUSING ACT DESIGN MANUAL, REVISED AS OF R -2 1998. 47.9Q' ALLOWED': PROVIDED THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE AMERICANS WITH DISABILITIES 75' -0' ACT, (ADA), STANDARDS, TITLE III, SHALL APPLY TO AREAS OPEN TO THE PUBLIC OR YES AVAILABLE FOR PUBLIC ACCOMMODATION. DESIGN REQUIREMENTS ARE BASED ON THE 17T-O' X. 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, - 8° SIDEWAU(WIOTH) PROVIDED NUMBER OF EXITS THE DESIGN AND CONSTRUCTION REQUIREMENTS FOR APPLICABLE DWELLING UNITS 9-0° MIN. AND FACILITIES OBLIGATED TO COMPLY WITH SECTION 504 OF THE REHABILITATION Exhs ACOT OF 1973 ARE BASED ON THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS, REVISED Floor: Use, Area: @aupanl: Load: NEAR), AS OF 1980. CODE: COMPLIANCE OCCUPANCY TYPE R -2 RESIDENTIAL t &2 STORAGE (PARKING GARAGE) 1 CONSTRUCTION TYPE TYPE I -B; SPRINKLERED 2 FIRE SPRINKLER SYSTEM NFPA 99 PER FRO 909:3:4:9) AREA 8 HEIGHT LIMITATION (FDIC TABLE 503): REQUIREDIALLOWED PROPOSED 2 MAX HEIGHT 160 ° -0' 91' -3' MAX NUMBER OF STORIES - 11 STORIES 7 STORIES MAXIMUM AREA PER FLOOR UNLIMITED 23,456 S..F... 2 FIRE PROTECTION (PER FBC 601 8 802) :. STRUCTURAL FRAME 2HR 2HR, EXTERIOR BEARING WALLS 3 HR 3 HR 2 INTERIOR BEARING WALLS 3 HR 3 HR EDITED BY: EXTERIOR NON - BEARING WALLS OUR OFF INTERIOR NON-BEARING WALLS OUR O HR 2 FLOOR CONSTRUCTION 2 HR 2 HR s.=. ROOF CONSTRUCTION 1 HR. 1 HR DWELLING UNIT SEPARATION WALLS (FBC 709) 9 HR 1 HR 2 FLOOWCEILING ASSEMBLY (FRO 712) 1 HR 2 HR PROJECT NC. 11 -2795 mmmmmmmmo TABLE 602 REQUIRES 2 HR EXTERIOR WALLS ALONG NORTH AND WEST PROPERTY 68'. LINES.2 HOUR WALLS SHALL BE PROVIDED. OCCUPANCY LOAD (S.F.I OCC.) GROUP FLOOR AREA RESIDENTIAL UNITS R -2 200 S:FJ OCC. TRAVEL DISTANCE ALLOWED': PROVIDED WITHIN DWELLING UNITS _.. 75' -0' 59' -61 . UNIT ENTRY TO EXIT ACCESS 200' -0' 17T-O' X. EXITING REQUIREMENTS REQUIRED PROVIDED NUMBER OF EXITS 2 EXITS 2 EXITS uEN', . o. UNIT AS ( UNIT A4; I BED11 BATH U UNI I M RJFAS): I REDO "N NOR. 4 PERSONS OCC, 3 PERSONS OCC, 4 PERSONS On' 'ERS01" TRAVEL DIST, 46.2' r TRAVEL FORUME INTERIOR DESIGN, 5... James B. Black c ARnnt 1 9A L SETDdSTRIBUTIONS, y NiILPS 1 pe At,4 xPr_ . ArrsR t.yw"VMSM Occupanl Load per FBC- Bullding Table 1004.1.1 e - Number of Exh, per FBC - Building Tables 1095.9 81029.1 Actual Floor Actual Max. Floor . Area per OCCUp. OcDUp: ExILs Exhs 8 - Floor: Use, Area: @aupanl: Load: Load: Re 'd: Provided: 9sl Residentlal 2,411 200 13 1 1 2 tsl Garage 17,077 200 86 2 tat Commercial 2,645 30 89 2 2 2 -A Reslden8al. : 4,945 PerAt.11 79 2 2 EDITED BY: 2 Garage 98,511 200 93 2 2 s.=. 2 -B -B Garage .16,549 200 83 2 2 PROJECT NC. 11 -2795 mmmmmmmmo 3rd Residential 16,885 200 68'. 85 2 3 d _.. OR Resfdendal 16,885. 200 74- 85'. 2 2 z.. 5th Residential 99,765 200 45 59 2. 6th Residendal 11,765 20O 45 59- 2 2 o 7th :. Residential 11,765 200 45 59 2 2 o Dwelling unif exit requirements per FFPC30.2..4. a z. Code Compliance Novnh exceeds the maximum allowable egress travel distance per FOG 1014.9 s Matrix INTERIOR FiN1SHES {FBC. TABLE 503.9).. sae m. v i u.. VERTICAL EXIT A PASSAGE WAY EXIT ACCESS C C ROOM A ENCLOSED SPACES C o' e ti CUSTOM BENCH BY DURA ART E- THIS IS THE CLASSIC TRASH BINS AND ]UST FOR REFERENCE THE TYPE TO BE INSTALLEQ IS THE STRAIGHT BENCH WITH SAME TYPE OFASHUBYUTSTONE LOOK OR EQUALOREQUAL s „ a wa n, FIC DURA ART STONE S' X S' SQUARE TREE GRATE ROOT CONTROL BY DEEPROOT STRUCTURAL SOIL INSTALLATION < A f cn en TYPICAL SECTION ALONG SUNSET DRIVE & SW 61st AVE. a li sses..!zmJ(Yi IAY, I'll_ 1 r SITE HARDSCAPE PLAN CONCEPT ONE a n fi o 0 EtHltd;'W NiAMR71: 1 r 01- 1' -0° MIN TO EDGE OF PAVEMENT 2' MULCH; fL ul eY !'MULCH Y TOP OF MULCH 5HALL ,++ BE V BELOW PAVEMENT LL f 4 h - ,i-•; FIN15H GRADE Q ANPLTERb'^*+ g1.- 18' DEEP PREPARED $ TOP OF MULCH 54ALL. I I DEEP PREPARED PLANTING 501E BE l' BELOW PAVEMENT PLANTING SOIL SE RUB GROUND COVER BEDS TYPICAL PLANT •-I'I,h4H'T' LOCATIONS 5PACING r TYP CAL PLANT 5PACING NQTE: $ IN M05T C,A55 TRIMGULAR SPACING IS PREFEREFD, USE 5GUA@E 5PACIIIG ONLY IN 5MA1L RECTILINEAR ARgA5.. SQUARE SPACING TRIANGULAR SPACING NOTE: 115ET TOP OF TRFF E- FU H Wial YIIIP;£` {T}EEAWAY `P.OIA &SE OF TefETP.LNA j a YY3i SAVfR GIMNG $15TfPAr1.11 2) CAR[FNtY -EM ALL P/.C_55 13 GUYS ® 20' O.0 I SCII fROM &A5f :&f£ T-1 m TEP °fNj )C"t°,y" 1Rllhi fIARF:. e`.:MULGH P S`ER GRADE F— T0'OFAACH003' .. BFLOWGRADF Dr 501E DEEPER kSC qR` IF RfOLfFfD fORwFRRr PREPARED PLANTING 5DIL AS 5PECIPI. fx15TING SU @SOIL b :4krv_"5 554 THOROUGHLY COMPACTED 51J G—E 5UPPORT PAD i,,E5AV- GUYING LMPECOI.AIENffDFYAANUFALU8F 4YI —D6Y: MOP. -T5 0020 -25 /` UW N B IAAA4, LNG. PHWE (ONO) b33 "a SINGLE STEM TREE GUYING (1 -1/2 °' - 3” CAL.) 5- YELLOW ELDER NATIVE- DROUGHT TOLERANT) a Ufit zui „Yrc f {+sO;a„4 4, • 'A Y 4 Plant Palle r. PREES, AND ISA * + 1 12 ` SITE LANDSCAPE L SCALE: 3/32 " =I' -Q” f f1 t rrs y 9 will leexposed and NO MULCH shall placed on top of 1 1 Create a i saucer around tree rootball ii Y.11- Elder SPR. 1 1/2 °ca11per enl®s II / Red Penlas 1 Gal -1.1 ars N For Calipers you _ i to brace tree- remove after 6-9 months. You need i lout quare wood stake to help maintan tree trunk straight. i 30- Acapanthus ` africanus l L PAN ily of the Nile 3 Gallons ` zurum6- Alpinia bet Pink G er 3 Qals full - 4 " spr. COURTYARD HARDSCAPE PLAN SCALE. 16" - 1' -0" Plant Pallette Australian Tree Fern Z Q r I CABANA, TRELLIS 5TH LEVEL SOUTH ROOF GARDEN 11ARDSCAPE PLAN SCALE: 1/8" - P-O" 6-Myrcianthes fragtar s Spanish StopperPlantPallette24" Hgt x 20 Spr. lamanda cathartica Yellow Nlarnanda Dwarf LILY OF THE NILE 9 LILY C YlaIlano Corra 20" Spr. tj tR ( rah %' va or I fQLTs1ruM Pas 2' HT. x 6'SPR. 1 112"callper 4-Ficus macro FF 41a ' r3mon Island 201 Hgt x 161 Spr. 0 LILY OF THE NILE 9 LILY C CENTER LINE OF SW 61 ST AVENUE LJ Pol e TREE BRICK PAVERS BRICK PAVERS k - P 1 25, 19' 9' ROOT BARRIERS ROOT HARRIFKS--\ jc— 2'X &CONURFTE 00TBARRIERS-1 1- 1 F RS--\\ il \,I , r I CURB AND KM WPIAMTOR EQUAL STAIR "C' INSIDE TREE GRATE TRASH ""X 11 ... . ...... ROOM 0 BENCH O snEliTLIG]ITPOLE TO MATCH LOBBY 2'X6'X ft PARKING GARAGE Fck ELEVATOR 71, R1-118 fftt PLASS PHOTOS OF PROPOSED FIXTURES T PROVIDE PLANTINGfcMEDIAAREAOF TX TX 36" DEEP BELOW GRATE SITTING Inground Light Fixture 2'X V 30" F1 DERULASS PLANTER v,-Tree Opening fit TCURB AND GUTTER OFFICE BRICK PAVERS DIFFrRENT COLORr mum TILE AT ENTRY DOORS TILE FINISH UNDER ARCADEZ'r 7) Step Lights X N PLANMR, tx&\ TX 6'X 30" I'M ERGLAM V ON N 2' CURB AND GUTTER Kim um-u-rr OR EQUAL INSIDE TREE GRATE lt Kim Lvt Uplight for trees (24) Tree Grate with SYMBOL Uplights 2'X ly XJI) FUIERGLASS ELECTRICAL ENGINEER TO PROVIDE ALL LINES AND X, Kim opigifl-r OR EQUAL TE, ELECTRIC INSIDLTREFORA CONDUITS TO ELECTRICAL PANEL. ROOM I x STAIR j ALL FIXTURES ARE 120 VOLTS. MA, , I 1 1, i I -d existiT CENTER LINE OF SW 61ST AVENUE TREE BRICK PAVEMS BRICK PAVERS Light Pole I'X I WPLANTER AI 1 1 1 1-d Light Fixture Opening