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Design Services® For The Built Environment 0 Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa N G R E S H A M S M I T A N D P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 9 54.9 81.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 1B26000797/LC26000381 COL COL COL 1 MCI , A3.21 I I 4'x8' PERFORATED p i LINE OF COLUMN BEYOND 6„ ^O i ALUMINUM PANELS. it , fi'� • U) iv U) Q G CL Lo O SEE DETAIL 10 NO A8.2 LO I N 1 Q 1"x 1/8" ALUMINUM O I — ------------ ------ ---- CR. OF ROOF CURB agty - — - — - - — - — - — - — - — - — - — - — - - - - N O I TERMINATION BAR WITH FASTENERS I HEAVY DUTY TRAFFIC COATING (SEE FLOOR Q • ' • I I D ' SEE @ 8 O.C. Q I PLANS FOR LIGHT DUTY LOCATIONS). I =RN I °. o STRUCTURAL CONCRETE TOPPING. 3/4" STUCCO. I ON. °I � I SECONDARY WATERPROOF COATING. SEE SPECIFICATIONS. • 0 M I O O I 1 .,• I I I TOP OF ROOF SLAB • ' STRUCTURAL CONCRETE ROOF DECK. ALUMINUM TUBES. CABLE BARRIER (SEE S fRUCTURAL DRAWINGS FOR TOp OF SECOND FLOOR SLAB 15 -0" • ° ° ° ° _ _ _ _ _ _ ° ° ° EL + 4r -10^ I SIZE AND SPACING). EL + a 2 5� •ri j , , • D D ; 1- SEE STRUCTURAL DRAWINGS. (TYPICAL)rA I LINE OF COLUMN BEYOND. NOTE: TOP JOINTS ONLY • • ° . ;' � . °I . O IN ACM PANELS SHALL I. • • I' ' DRAIN. EE PLUMBING DRA NGS BE SEALED. (TYPICAL) D • D . D 0 PRECAST JOIST O TRUCTURAL CAST IN PLACE . • ° , j [ySSDECK CONCRETE SLAB c _STRUCTURAL I CONCRETE SLAB. c Top of SLAB CONCRETE BEAM. `� I • I • . I . D D D I - - - - - — - — I • z . PANELS. SEE : I 1 Z_ PRECAST JOIST D!' • SPECIFICATION PRECAST CONCRETE � ON TUBES, TO • , j • , ' D D b:. `I r SECTION 07 4213.23. 1 • • I . STRUCTURAL SYSTEM. • AND BOTTOM. I j , ( SEE STRUCTURAL ° ' DRAWINGS)• ENCAPSULATE R -7 BAIT aI • (TYPICAL). , ° • I I PEEL AND STICK J WATERPROOFING • ° • ° - • , ° • D INSULATION WITH GYPSUM N ' ' ' ' PRECAST JOIST I MEMBRANE. - BOARD ABOVE CEILING. , . • ° . I ° • 4'x8' PERFORATED t Q ; : SUSPENDED ACOUSTI ALUMINUM PANELS. D . ; a , ' D I ' t j PRECAST T3/8"-W CONTROL TILE CEILING SYSTEM AS SEE DETAIL 10 ON ° . ' ° . i _,. i I CONCRETE BEAM. RODUCT : SCHEDULED. SEE A8.2. 2075 BY . •' REFLECTED CEILING ; FLUID APPLIED : •; PLASTIC COMPONENTS, - •-. PLAN. ° • e ° ' WATERPROOFING INC. TYPICAL. ' • : ' 1 PRECAST CONCRETE I MEMBRANE ON STRUCTURAL SYSTEM D ' • q ' D ' 8" CMU WALL ' '' (SEE STRUCTURAL I ° ° SEE PLUMBING DRAWINGS ; •' ;:• ; 1 SOFFIT JOINT • = = DRAWINGS). FOR LOCATIONS. ' WITH JOINT FILLER • _ RADIATION VAULT _ •' (SEE STRUCTURAL BY VERITAS. DRAWINGS FOR i REINFORCING) ' . -_ LINE OF COLUMN I •:;_. • FURR -OUT BEYOND :'•! ' 8" REINFORCED CMU WALL ' •• ' 1/2' YPSUM BOARD ON 2 1/2" I NOTES: ETAL STUDS WITH R -7 BATT j 1. ALL EXPOSED CONCRETE SHALL BE PAINTED. USE INSULATION TRAFFIC COATING ON VEHICLE ' • ' 2. PAINT ALL CONCRETE PRIOR T ERFORATED PANEL :..' INSTALLATION. Q SECTION DETAIL �SiSCALE:1 " " =1' =0" 1 " =1' =0" SCALE:1 =1' =0" COL 0 3/4" STUCCO.© COL 8" C.M.U. �, O I AA ' D j i EXTERIOR INTERIOR ° • TOP OFSEOODRO _ - - - - -- _ — I D - ----------- ------------------------------ EL+ 15 -0" _— 3/4 " STUCCO . - I D 1/2" EXPANSION JOINT ° • ° f ° • ° CONCRETE MASONARY I WITH BITUMEN FIBERBOARD 0,6" METAL DECKING. UNITS. SEE STRUCTURAL AT PERIMETER OF GROUND FLOOR SLAB 0 1/2 „ COVER BOARD ° DRAWINGS. I D NON- FLAMMABLE. • ' D ' ' a a D CONCRETE WALKWAY, SEE SPECIFICATIONS 3/4” STUCCO STOP. SEE CIVIL DRAWINGS SECTION 07 5216. D a a PLASTIC COMPONENTS WIDE FLANGE CASING I D ' MODIFIED BITUMEN . ° • ; ° • ° : ° ROOFING SYSTEM. J BEAD PRODUCT NUMBER a 1075. `' 9/8 "X 5 1/2" P.T. WOOD I D BLOCKING FASTENED @ ° , - ° EXTERIOR SEALANT, I D 6" O.C. TO STEEL. SEE SPECIFICATIONS. SLOPE @ 1/8" 0.040" GRAVEL GUARD I I PER FT. MIN. TOP OF SLAB NAILED AT 3" O.C. STAGGERED. --------- - - - - -- EL +o' -0• - - -- - — --- - - L+----- --- ° - - -- - -- - - -- II •' ° II v _ TOP—OF— OURTH FLOOR SLAB -F------------------- — D - - - -- -- -- - - - - - -- - - - - - EL +34 -8" o - - - - - -- - - - - - - - - -- - -- - 0 0 o 1-4 -- - - - - - - -- ------------- -- - - ---- - - - - -- - - - - - -- - - o o o 0.040" CONTINUOUS CAST IN PLACE DRIP EDGE - - - y8�o Sao �SC�o �o WIND CLEAT. • 0 ° o o o Ci o RUN COVER BOARD AND D D D D GROUT CMU SOLID ° 6 "X4" TUBE STEEL SEE ROOFING MEMBRANE I ° STRUCTURAL DRAWINGS TO WITHIN 1/2" OF CONCRETE, D D D BELOW GRADE. v DETAIL R/S-8. I THEN FINISH WITH CEMENTITIOUS WATER PROOFING ° v 1/2" DRIP EDGE. RESIN -BASED FLASHING. I D D D 8 BELOW GRADE. ADD STRUCTURAL STUDS I ° D GRANULAR FILL. AT 24" O.C. FOR COVER BOARD ° V. 3/4" STUCCO SYSTEM SUPPORT. ON METAL LATH. j v VERTICAL STEEL ANGLE L4 "X4" i ° v 11/2" C.R. CHANNEL AT 36" O.C. 4" STRUCTURAL METAL p STUDS. SEE STRUCTURAL ° v DRAWINGS FOR SPACING. 5/8" DENSDECK SHEATHING. 3/4" FURRING CHANNEL AT 16" O.C. SECTION DETAIL 4 SCALE: 3 " =1' =0" SECTION DETAIL NOT TO SCALE SECTION DETAIL Copyright 2012 Gresham, Smith ana Nartners. All KIgnts Keservea. Design Services® For The Built Environment 0 Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa N G R E S H A M S M I T A N D P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 9 54.9 81.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 1B26000797/LC26000381 SEAL: Kristin S. Herman -Druck AR95172 z /i //3 REVISION No. — Date — Revision © 01/02/2013 ADDENDUM #1 SECTION DETAILS A3.20 FILE: 9080A320.dgn PROJECT: 29080.00 DATE: 12/14/2012 r� � MCI r_4 Mi� m ^O it , fi'� • U) iv U) Q G CL Lo O LO Lil N SEAL: Kristin S. Herman -Druck AR95172 z /i //3 REVISION No. — Date — Revision © 01/02/2013 ADDENDUM #1 SECTION DETAILS A3.20 FILE: 9080A320.dgn PROJECT: 29080.00 DATE: 12/14/2012