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HomeMy WebLinkAboutZB PlansJan 1.8 07 06:30p 305-273-9424 p.2 RIVER ER ROCK 296 SW 7 ST C-1 / RESTRICTED COMMERCIAL APPLICATION TO VARIANCE SUBJECT TO COMPLIANCE WITH ZONING ORDINANCE 11000 and CITY COTE, AS AMENDED, AND ALL APPLICABLE CRITERIA, CONSIDERATIONS AND/OR OTHER REGULATIONS. The proposed development "RIVER ROCK" located at "296 SW 7 ST" wU1 be comprised of a building structure of eleven (11) stories with approximately 7,856 square feet of retail area, approximately 27,426 square feet of office area for a total FAR of approximately 37,613 square feet, providing 136 standard parking spaces in a 120 feet A.G.L. building height at roof top of slab. Pursuant to City of Miami Zoning Ordinance 11000, as amended, the subject proposal for 296 SW 7 ST, ha's been submitted and reviewed to allow an application for a Variance to relax the terms of the ordinance, subject to all the applicable criteria; VARIANCE, pursuant to the City of Miami. Zoning Ordinance 11000 as amended, Article 19, Section 1901, Article 4, Section 401, Relaxation of Building Footprint; to allow an increase from 40% to 50% of the maximum allowed footprint: Allowed: 8,750 square feet Proposed: 10,998 square feet Requested to be waived: 2,248 square feet Note: This "Variance" is subject to approval of Class If Special Permits for reduction of Loading site and maneuvering to the street, reduction of the backup dimension, reduction of 1 feet abutting column or wall and waiver of required Street Side yard for Preservation of natural features. Date 1ng 1 CVC oprent upervisor �iSN2 N.W. 7TH STREET. SUITE 209 MIAMI. FL S3120 TELEPHONE: (369) 204.2660 .FAIL (300 264-0229 DAWN BY; EN. Nova Suivey©rs, LAND SURVEYORS SEE PAGE 3 OF 4 FOR LECAL DESCRIPTION PROPERTY ADDRESS: 296 SW 7 ST, MIAMI, FL 33130 FOR: ANGEL PARETS 1 LOCATION SKETCH Scam 1" _ NT.$. ric= SURVEY NO SHEET NO 1 731 SUBJECT S. W, 7th ST MIMI EH MIN NI ABBREVIATION AND MEAN NG A=ARC NC = AIR CONDITIONER PAO A.E. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH_= ASPHALT B.C. = BLOCK CORNER BROWARD COUNTY RECORDS = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. CONCRETE C.P. = CONCRETE PORCH CONCRETE SLAB DRAINAGE EASEMENT O.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR_=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT FI.P. = FOUND IRON PIPE FAR. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NA-DONAL INSURANCE .PROGRAM IN.BEG. = INGRESS AND EGRESS EASEMENT LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M. = MEASURED DISTANCE MM = MANHOLE N.A.P. = NOT A PART OF NOVO = NATIONAL GEODETIC VERTICAL DATUM NTS. = NOT TO SCALE 0.H.L_ = OVERHEAD UTILITY LINES D.R.B. = OFFICIAL RECORD BOOK 0/5 g OFFSET OVH, = OVERHANG P.E. = FLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL = PLANTER Pi_ S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY=PARKWAY R. = RECORD DISTANCE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEYL"SURVEY") 11111111117.• RAD. = RADIUS OF RADIAL RG£. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT NW = RIGHT-OFWAY SEC. = SECTION S.I.P. = SET IRON PIPE LB. 7r,5044 SWK = SIDEWALK T = TANGENT TWP = TOWNSH1P V.E. = UTILITY EASEMENT U.P. = UTILITY POLE W,M. = WATER METER W R, = WOOD ROOF W.S. = WOOD SITED = ANGLE 0 = CENTRAL ANGLE C = CENTER LINE = MONUMENT LINE - THERE MAY BE EASEMENTS RECORDED €N THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAM€NATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD RE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. - THE TERM SIBLE AND ABOVE GROUND ENCROACHMENTS. • ARCHITECTS SHALL VERIFY IN ZONING RENS iGULATIONS, RESTRICTIONS AND SETBACKS AND THEY W I,L BE RESPONS<BiE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORi2ATIOR TO AUTHOR/TIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDAT€DNS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTRIES NAMED. • HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E. MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION_ THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE_ 5 COMMUN/TY/PANEL/SUFFIX_ 12a660 01911 DATE OF FIRM 01/1711995 BASE FLOOD ELEVATION. N/A. CERTIFIED TO ANGEL PARETS 4 3 4 LEGEND TYPICAL 9 --ON- OVERHEAD UT#LITY LINES .ram C.B.S. = WALL £CBWI -H—w C-L-F. = CHAIN LINK FENCE -o-s} L F_ = IRON FENCE W.F. = WOOD FENCE • OM = EXISTING ELEVATIONS SURVEYOR'S NOTES i) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIOLAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 117500 FT 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIMM I-DADE COUNTY_ ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 CITY OF MIAMI BENCH MARK a THE S.E. CORNER OF kW ID AVE, B N. W, 1 ST. ELEVATION = 6.02 FEET OF N.G,V.D, OF 1929 5 RVEYOR'S CERTIFICATION 1 HEREBY CERTIFY, THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G77-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY ROBERT ISARRA !DATE OFF! h WOiE6/ PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). f '� f ,Lf REVISED ON: Fa- ti41({^ •a0.Ijq=s Cj4(40 fr REVISED ON Osg11 10. LL.f eGf Lev.,5 SURVEYOR'S SEAL RAD. = RADIUS OF RADIAL RG£. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT NW = RIGHT-OFWAY SEC. = SECTION S.I.P. = SET IRON PIPE LB. 7r,5044 SWK = SIDEWALK T = TANGENT TWP = TOWNSH1P V.E. = UTILITY EASEMENT U.P. = UTILITY POLE W,M. = WATER METER W R, = WOOD ROOF W.S. = WOOD SITED = ANGLE 0 = CENTRAL ANGLE C = CENTER LINE = MONUMENT LINE - THERE MAY BE EASEMENTS RECORDED €N THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAM€NATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD RE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. - THE TERM SIBLE AND ABOVE GROUND ENCROACHMENTS. • ARCHITECTS SHALL VERIFY IN ZONING RENS iGULATIONS, RESTRICTIONS AND SETBACKS AND THEY W I,L BE RESPONS<BiE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORi2ATIOR TO AUTHOR/TIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDAT€DNS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTRIES NAMED. • HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E. MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION_ THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE_ 5 COMMUN/TY/PANEL/SUFFIX_ 12a660 01911 DATE OF FIRM 01/1711995 BASE FLOOD ELEVATION. N/A. CERTIFIED TO ANGEL PARETS 4 3 4 LEGEND TYPICAL 9 --ON- OVERHEAD UT#LITY LINES .ram C.B.S. = WALL £CBWI -H—w C-L-F. = CHAIN LINK FENCE -o-s} L F_ = IRON FENCE W.F. = WOOD FENCE • OM = EXISTING ELEVATIONS SURVEYOR'S NOTES i) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIOLAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 117500 FT 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIMM I-DADE COUNTY_ ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 CITY OF MIAMI BENCH MARK a THE S.E. CORNER OF kW ID AVE, B N. W, 1 ST. ELEVATION = 6.02 FEET OF N.G,V.D, OF 1929 5 RVEYOR'S CERTIFICATION 1 HEREBY CERTIFY, THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G77-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY ROBERT ISARRA !DATE OFF! h WOiE6/ PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). f '� f ,Lf REVISED ON: Fa- ti41({^ •a0.Ijq=s Cj4(40 fr REVISED ON Osg11 10. LL.f eGf Lev.,5 SURVEYOR'S SEAL cunt urur1urs Juan SURVEY No. .s-©OQ731i�-S 5552 .W.7th S rREET SUITE 202 "nlIAFMI, FLORIDA 33126 TELEPHONE: (305) 220-3171 FAX: (305) 264-0225 DRAWN BY: LAND SURVEYORS SHEET No, 2 OF 4 BOUNDARY SURVEY SCALE 1" : 20' TWO STORY A.PT.BLDG. # 296 12.18' LOT- 11 BLOCK - 51 LOT -12 BLOCK -31 ADJACENT BLOC. LOT-1: BLOCK - SURVEYORS ,VOTE: - There may be Easements recorded.in the Public Records not shown On this Survey. The purpose of this Survey is or use to obtaining Title Insurance and Financing and should not be used for Construction purposes. 5582 N.W. 7TH STREET, 1 flTE 202 {d1AMl FL )1726 TELEP LONE: (305) 26-42660 FAX: 1305) 264-922s Neva Surveyors; Inc. LAND SURVEYORS SURVEY NO SHEET NO S-€ 00: 318-3 3 OF LEGAL DESCRIPTION ALL OF LOT 9 AND LOT 10 LESS THE RIGIIT-OF-WAY IN BLOCK 51, CITY OF MIAMI SOUTH, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT NOOK "13", PAGE 41, OF THE PUBLIC RECORDS OF MIAM1-BADE COUNTY, FLORIDA. LESS THAT PORTION CONVEYED TO THE STATE OF FLORIDA BY VIRTUE OF DEED DATED JANUARY 9TH, 1984 AND RECORDED IN OFFICIAL RECORD BOOK 12051, PAGE 817, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SAID LOT 10; THENCE RUN NORTH 87°50'25" EAST ALONG THE NORTHERLY BOUNDARY OF SAID LOT 10, FOR A DISTANCE OF 25.04 FEET TO THE POINT OF BEGINNING OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST AND HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET AND A TANGENT BEARING OF SOUTH 87°50'25" WEST; THENCE RUN SOUTHWESTERLY, SOUTHERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE 90°05'39" FOR A DISTANCE OF 39.31 FEET TO THE POINT OF TANGENCY AND A POINT ON THE WESTERLY BOUNDARY OF SAID LOT 10; THENCE RUN NORTH 02°15'14" WEST ALONG SAID BOUNDARY FOR A DISTANCE OF 25.04 FEET TO THE POINT OF BEGINNING. STREET, SLUE 202 1,6,M, FLORIDA S.1126 TELEPHONE: (305} 2ba-265O FAX (20 } 254-6229 LAND SURVEYORS SHEET 4O. L} OF 4., TITLE COMMITMENT NOTES: THAT 1 HAVE REVIEWED THE COMMITMENT AND ALL ITEMS ARE SHOWN ON THE SURVEY. THE ITEMS SHOWN HEREFORTH ARE PER SCHEDULE B-II OF TITLE COMMITMENT NO. C-7061719, BY ATTORNEYS' TITLE INSURANCE FUND, INC. DATED MARCH 23, 2006; PROVIDED LESLIE L. FLOREZ. -ITEM NO. 5 AFFECTS THE SUBJECT PROPERTY. SHOWN ON SURVEY AS IT PERTAINS TO PLATBOOK B, PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. -ITEM NO.8 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED IN O.R.B. 12923 PG. 2618 -ITEM NO. 9 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED IN Q.R.B. 12923 PG. 2522 - ITEM NO. 10 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED IN O.R.B. 14258 PG. 2399 -ITEM NO. 11 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED IN O.R.B. 14646 PG. 2513 -ITEM NO. 12 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED IN O.R.B. 15168 PG. 2413 -ITEM NO. 13 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED IN O.R.B. 15615 PG. 1652 -ITEM NO. 14 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED IN O.R.B. 16478 PG. 1048 -ITEM NO. 15 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED !N O,R.B. 16872 PG. 1634 -ITEM NO. 16 AFFECTS THE SUBJECT PROPERTY. NOT PLOTTABLE. AS RECORDED IN O.R.B. 17789 PG. 637 1" LOC44.TE-D EVYN if'; ID MI!. VY./ 1" IR 51r LOD A MI 1 R:, © A fl D A Proposed Commerclal Development Comer of SW 71h St. & SW 3rd AvL... • .1.71".f...1-,E.-1- NBA .ARCHTECTS INDEX OF DRAWINGS ARCHITECTURAL RESUOMPTAL PACKAGE 1hoe-o€3 RESUBMITTAL PACKAGE 12 01-06 A CLASS II SUBMITTAL PACKAGE 12..13-06 CLASS II RESUBMIT-1AL PACKAGE 12-20-00 a- CLASS II / VARIANCE RESLIEMITTAL 01.17-07 SD-2 SD-I2 SD-I2 LIMMUS MR% L1L, FT - 11111.. I y itiir7Frti Iteig! Project Site mei jiriatu,BD P FIXIOUN WAG, .tamn rRavl • LQ.CATK3N AND CON.T.N.T„.P.LAN.r.ii.6 Looking Southeast across from the Project Looking Southeast across from the Project Looking South across from the Project View looking Southeast View looking Northwest View looking Northwest Looking North a Project View looking Northwest View looking West oss from the Looking Southeast to the Project View looking East Vtew, looking Northwest View looking Northwest View looking West Looking South across from the Project Looking across from Project AE LAL AND CQNTEXT Nr�. EXISTING CORAL ROCK BLUFF AT THE PROPERTY ,OtiOmi4 Arg,VK • AL fl A R VER ROCK !..11=1.?,VgAntAVIARMai2gd LGND • , DAGRAM .AAAWAt, TVOIt-A(.. ,q•,06A F.GFENIO: Lai..ILicuak.',.. -FLEW:4 ICCE OFFiC•;,i: LJi11FIUME • VIL.k')OIN 2ETA€L CALCA.AT€ NS Hi°m C.;[ ZONING MAP SITE DATA ZONING hET L.0iAk /x o� -AC Ab553 SI�, GO.'-'S LOT AREA - 0,50 !C. 21,875,00 5F GROSS ak.i1L ING AREA -.1O4,9O2.0a 50. !ucc0040 2 22500 OAVENr' 2t�2MlY c7 77, rif50 fir=. gca_a->_. '.2EC}J3�r.'J FT.-? A05 ir,J I` ?A3iclnr SE27VIRCn PACK!NG PRQVIDEQ rAK L0,251 5Oi�OSEQ 55T3AGK 5? .-,> Ev rarau • Izy Saar. 356Vf.CC5 ARRIVAL RETAIL IST LVEL '„OA! 5 Il&••1-O' 05055 OU'_`JI:0 n:YtA .0,0943/. S" • t�. C D FLOOR GA2AGE L V L SGF;.- Ilt3'H- (;J_D55 F3.P p:W A�2NA-13b29CC $t. TIARD FLOOD— 2ND GA2AG LEVEL. c=RO 5 B.m-;?INd w -! = i r ]gipn I OU 1RTH E FIFTH FLOORS 3RQ E 4TH GARAGE LEVEL m3F,a : u.111.0] /F.. r r / 1 .5, ,5 i ,/ ,5-/•••J•-- /• •...., •••• 7 /.!• - . .5•••'•5 • z. /5" OM 6 : • A • :„. • • :5 • e-5 • SIX11-1 LO02 411-1 OARAGE LEVEL 11 Mg) /..,...k.f,,z2v /. .,../ , /7 ";.q•I''''.. , Or'r-tC.Z. • 1 TE,,T9,ff F9A.L.COV OFFICE CAA 10-FA,AL? OFFICE FLOOR / TERRACE j_.EVEL 7TH SCALE 115,i 0 ti7,2051,1,-;11.1..M3 • 7 • (Sfs-rie c OFFECe.,2 ' II M IC SI 0 '• 1 ' .sc LiALCADN'S OFFSCE CFF10- wsi IsSs ,S ,L11 . .7. TYPICAL. OFFICE FI-001:2 LEVFLS81-1-4 & 9TI-1 SCSAI.ES ,a1,1-CY :WM5 ULSI.ANG. /7?/A 7598 Es.,CCNY Sr. ./ , . fr • - • T -7- (-7 fr4— C CX,J '111 7 PEN ,-1.0USE C.O. C,C1, TOW,. flrcflAe L',5V5.1 1.0T. 1::'"NTHOUSE F1_00W LEveu lOTH GP. 055 ..1A�J,-.11,K4 : 1,5 • • ,'k"••'• 1g,1 • NAF7.77ANINfr:.CALCuATION Gm5 ("enc.:a A/.:, ,os AL, Ha.,e MEZZANINE FLOOR LEVEL IITH SCALE u.Erpfs cOSSFA,li DEW ARP, !XI Or' I R-OPF Ter...424-CZ 'fERIZAC LGPQ ROOF LEVEL. $ALE 137-C.7 SIDE \ v&9 SCALE - sr FONT F_L EV ATLQN ;�.F '=b • • \ . °. m A\+«< i K4 ufvaria�,.-: ...................