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08-40-097O 0 c0 EL. 60'-0" T.O. PARAPET '`................................................................ EL. 55'-0" ROOF +67.8' NGVD EL. 43'-0" FOURTH FLOOR +54.8 NGVD EL.30'-0" THIRD FLOOR +41.8' NGVD EL.20'—O" SECOND FLOOR ...... +31.8 NGVD I EL, 10r_-0"_ INTERMEDIATE FLOORI_ +21.8' NGVD mm FL.O'-0" GROUND FLOOR +11.8' NGVD SHIM, BACKER ROD do — SEALANT AS REQ'D. BY INSTALLER (TYP) EXTR ALUM "F" RECEIVER FASTENER C3 16" O.C.— CLIP ANGLE WELDED TO TUBE STEEL TUBE STEEL WITH KYNAR FINISH Do 5 SHIM, BACKER ROD & SEALANT AS REQ'D. BY INSTALLER (TYP) EXTR ALUM "F" RECEIVER FASTENER Q 16" O.C.— Do .C.— TUBE STEEL WITH KYNAR FINISH EQUAL ELEVATOR TOWER SCORE LINE. SEE DETAILS (TYP) - LIGHT TEXTURED STUCCO W/ PAINT FINISH 12" ZIP --RIB WALL PANEL SYSTEM W/ BRUSH FINISH. PROVIDE SHOP C/S PRODUCTS MODULAR ALUMINUM BAR GRILL W/ KYNAR FINISH. PROVIDE SHOP DWGS. FOR APPROVAL CONCRETE STAIR WITH GUARDRAIL, SEE FLOOR PLAN AND STRUCTURAL DRAWINGS ELECTRICAL EQUIPMENT ON CONCRETE PAD. SEE ELECTRICAL DWGS. BOLLARDS DETAIL 3" = 1 1-011 " DENSE BOARD, TYPICAL FLASHING AND COUNTERFLASHING CONTINUOUS DRIP EDGE CONTINUOUS GUTTER STRAP INSTALLED ACCORDING TO MANUFACTURER'S SPECS. ALUMINUM GUTTER UC -02 PANEL BATTEN © 23 J" O.C., TYPICAL METAL PANEL CLIP, TYPICAL TUBE STEEL DIAGONAL BRACE WELDED TO HORIZONTAL STEEL TUBE STEEL CABLE AND TURBUCKLE CROSS BRACING, SEE CEILING PLAN FOR LAYOUT TRANSLUCENT PENTAGLASS 16MM LIGHTWALL SYSTEM (NOA# 051207.1) BY CPI INTERNATIONAL IN ALUMINUM FRAMING, TYPICAL. CONTRACTOR TO PROVIDE SHOP DRAWING PRIOR TO FABRICATION FOR APPROVAL ELEVATION, ALUMINUM TUBE PURLIN FRAMING, TYPICAL, SEE CEILING PLAN FOR LAYOUT 1'-10 5/8" 6'-4" V-10 —10 5/8" El EQUAL DETAIL 3" = 1 I-0" VIII) lHrLL' - irrrr! - MAXI - - MMPI NxM'- - j • i i l4 V G• W • V V V 4 Y• V • • V V V W W V • • ••• • • W • V i V V f V V• G iu U • U • V • • f V • i • ••• 4 W•V• i V V YY•W V V G u s•i u u W W W • u • W W W W u V • 1Y W •• • V V V Y W V V • V G V V Y'JW • • • V V G U "W Y W V V •VV UVV V STAIR TOWER BEYOND SOUTH ELEVATION, 3132" = 1' 0" STEEL PLATE EMBEDDED IN CONCRETE WITH 'J' ANCHORS, 4 EACH STEEL CABLE AND TURBUCKLE CROSS BRACING WELDED TO STEEL PLATE STUCCO WITH PAINT FINISH OVER ENTIRE ASSEMBLY N DETAIL 311 = 1 1-011 r _% #26000522 !2 O m U � t D � C U a w 2 Y U � t O ti w J (1� i iL �+ w �+ o — N � m h m M m � N C N O C m W in m J � CD M w c ri ,y w q Ac w U t w a r_ IL U 0 C U ARCHITEGTURE '-INTERIOR DESIGN PLANNING 4. I MATP6 AR 00 226" JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4169 SW 75TH AVENUE MIAMI, FLORIDA 33155 PISTORINO & ALAM CONSULTING ENG. INC. CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4TH FLOOR MIAMI, FLORIDA 33143 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATEU ARCHITECTURE INC THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT RE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: M:\0605\CD\SHEET\ARCH\A-202.DWG PROJECT NO: MA0605 DRAWN BY: RAG CHECKED BY: RJM ISSUE DATE: DECEMBER 10, 2007 REVISIONS #1 01-17-03 FIRE REVISIONS #3 04-30-08 BLDG. COMMENTS SHEET TITLE , ELEVATIONS SHEET: OF I� 1