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13-96-105i I I I I I I I I - I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I I I I I I I I I I I I I I I I - FA 4A 4f+ 4A 4n N M Q to � =E ME M J• J J-1-lJ I � 4A 4» I I I I I I I I I I I I I I I c I � I p I N I Q I o I r" o I I o > cl 00 Io _j w•+_4-- 4H4f�4A4»4»4» Ol dU•- •- W.- Nffl'q I NF- NZLLC.7 L.�u- L.,_ LLLL- I /V)Mu_ L LCL== = =Q� I �4»4»4»aC4»4f+4H4»4A4» I I N I I � I � I CL I I I I � I � I a- I LD I c I I EL I I U) I � I � I + i I W I � c o I IL I cz� ON r--; p Ir- 1,0,•4»4» Iz_ `oom�i fA fM f) co 4f+ fA I - I - I I I I I I I I I I I I I I � I0 I I D I .k 14- I I Copyright 2012 Gresham, Smith and Partners. All Bights Reserved. I I AIVA - ` -- _ G S & P Design Services® For The Built Environment ■ Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa 0 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 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 1B26000797/LC26000381 .� Rt L5 m �< o •- .: m O o �� •- i 4 �l•+ Ln in LO W o to SEAL: Kristin S. Herman -Druck AR95172 SECTION DETAILS A3m2O FILE: 9080A320.dgn PROJECT: 29080.00 DATE: 12/14/2012 REVISION No. - Date - Revision Q COL 2 ADDENDUM #1 CITY COMMENTS RESPONSE © COL COL 1 , A3.21 I I 4x8 PERFORATED p I LINE OF COLUMN BEYOND 6n O j ALUMINUM PANELS. SEE DETAIL 10 NO A8.2Q I of 1 I I o 1" x 1/8" ALUMINUM I TOP OF ROOF CURB EL. + 49' -2• - — - — -� - -- - �---------------------- — - — - — - — - — - — - . /1�: I - -- - -- MODIFIED BITUMEN O I TERMINATION BAR WITH FASTENERS I HEAVY DUTY TRAFFIC COATING SEE FLOOR ( I i , I 0 ROOFING SYSTEM. SEE @ 8 O.C. I PLANS FOR LIGHT DUTY LOCATIONS). ROOF DRAWINGS. I 0 O STRUCTURAL CONCRETE TOPPING. ,.• I I 3/4" STUCCO. TAPERED INSULATION. ;p SECONDARY WATERPROOF COATING. SEE SPECIFICATIONS. Q I :• Q I ROOF SLAB - - - - ------ - - - - -- ��OF STRUCTURAL CONCRETE ROOF DECK. ALUMINUM TUBES. CABLE BARRIER (SEE STRUCTURAL DRAWINGS FOR TOP OF SECOND FLOOR SLAB - - - - -- EL + 15'-0" a S�.-- _ — - — - - + 4i -10" :.� ° ° ° • • • ° • • I SIZE AND SPACING).------ 2� T � rs- � T �� SEE STRUCTURAL Q ' DRAWINGS. (TYPICAL). I LINE OF COLUMN BEYOND. NOTE: TOP JOINTS ONLY .. I ° � j IN ACM PANELS SHALL • ,: • Q DECK DRAIN. SEE PLUMBING DRAWINGS BE SEALED. (TYPICAL) -- ° D i • D � � ° � •�I, ° � •° I : I Q , ' °I . ' PRECAST JOIST �% p j STRUCTURAL CONCREE SLAB CAST IN PLACE - °_' ; ° ' ° ' I ' ° ' STRUCTURAL CONCRETE SLAB. ' • • i' ,l TOP OF SLAB -- -- -- - -- - -- -- - - - - --'' -- --- -- -- ----- - -- --- CONCRETE BEAM. C-2 • I I • I . D a D D . I • z D D D • ► ACM PANELS. SEE '. •' I I ° °I /a • D D I - D. , . I I • ° • th I ' . a. SPECIFICATION • D . •� `PRECAST JOIST PRECAST CONCRETE ONUTUBES TOP ' ° • I ' . ��� r SECTION 07 4213.23Q •:. ' ° ° ; I . ° ' I -_- STRUCTURALSYSTEM. D D D AND BOTTOM. _ I .• ' (SEE STRUCTURAL DRAWINGS). ENCAPSULATE R -7 BATT (TYPICAL). PEEL AND STICK • WATERPROOFING :- ; ° • ; ° • ; ° . D • D D INSULATION WITH GYPSUM CD o DI D i I PRECAST JOIST MEMBRANE. .: ° , •I ' _ BOARD ABOVE CEILING. • 4'x8' PERFORATED • ° , • ° , I• ° , I I • ° ;', • ° • - �1 SNUSPEDAED COUST PANELS. PRECAST • ' 3/8" "V" CONTROL TILE CEILING SYSTEM AS SEE DETAIL 10 ON , . ' ' ° . ' j _�. I I CONCRETE BEAM. J •- . JOINT PRODUCT ;' • SCHEDULED. SEE A8.2. • _ :..; NUMBER 2075 BY . • • REFLECTED CEILING ' FLUID APPLIED • PLASTIC COMPONENTS, - : • PLAN. ° I ° ; ° PRECAST CONCRETE .I ' WATERPROOFING • MEMBRANE ON -� INC. TYPICAL. : ' Q ° D •: • STRUCTURAL SYSTEM R 8" CMU WALL 6. (SEE STRUCTURAL I . ' ° ; ° SEE PLUMBING DRAWINGS • • 1" SOFFIT JOINT _ . DRAWINGS). FOR LOCATIONS. •_ •• WITH JOINT FILLER ; - j RADIATION VAULT ' •' (SEE STRUCTURAL ' � • BY VERITAS. DRAWINGS FOR I •'• REINFORCING) �•_. j • ' LINE OF COLUMN FURR -OUT BEYOND . •. 8" REINFORCED CMU WALL ' •• - 1/2" YPSUM BOARD ON 2 1/2" I NOTES: '•r ETAL STUDS WITH R -7 BATT j 1. ALL EXPOSED CONCRETE SHALL BE PAINED. USE • INSULATION j TRAFFIC COATING ON VEHICLE . ' • ' 2. PAINT ALL CONCRETE PRIOR T ERFOI! T1 PANEL INSTALLATION. Q SECTION DETAIL 1 SCALE: 1"=1'=0" SECTION DETAIL SCALE:1 " =1' =0" SECTION DETAIL SCALE:1 " =1' =0" COL Q 3/4" STUCCO.Q 1 j COL 8" C.M.U. I o I j i EXTERIOR r INTERIOR OP OSECOND FLOOR SLAB _ — D EL + 15'-0" 3/4" STUCCO. _ . I ° 1/2" EXPANSION JOINT • ° , r ° , • ° CONCRETE MASONARY I WITH BITUMEN FIBERBOARD ;- 0.6" METAL DECKIN UNITS. SEE STRUCTURAL D AT PERIMETER OF GROUND FLOOR SLAB Q 1/2" COVER BOARD ° • • ° ° DRAWINGS. j p NON - FLAMMABLE. ° ' 'I : ° ' • ° D CONCRETE WALKWAY, SEE SPECIFICATIONS ° ' ; ° ' ° n 3/4" STUCCO STOP. j D SEE CIVIL DRAWINGS SECTION 07 5216. PLASTIC COMPONENTS " MODIFIED BITUMEN ° ; ° • ° , ° WIDE FLANGE CASING I ROOFING SYSTEM. : : BEAD PRODUCT NUMBER 1075. •' 9/8 "X 5 1/2" P.T. WOOD D BLOCKING FASTENED @ ° , • ° EXTERIOR SEALANT, I D 6" O.C. TO STEEL. j SEE SPECIFICATIONS. SLOPE @ 1/8 " 0.040 GRAVEL GUARD ' TOP OF SLAB PER FT. MIN. NAILED AT 3" O.C. STAGGERED. D EL+O' -0"- ---- -- -- -- -- -- - -- --- -- -- - -- p - - -- --- D -- v v --- D D I I •' I' o II v D _ ----------- ------ TOP OF FOURTH FLOOR SLAB -- ---- ----------- } - - - - -- p v o I' EL +35'-8 "- SLOPE D D D ' ° - - - - - -- - - - - -- --- - - - - -- -- ------ - -- - - ------- D Q D I D M D D v p0 0 0 0 0 No 880 v oo (Q� �oOO �oOQ -- - - - - - -- ------------- -- - - - - - -- -------- - - - - -- -- ° (oV'o o � CONTINUOUS CAST IN PLACE DRIP EDGE I o SCRo tO �o WIND WIND CLEAT. Q Q 0 Q 0 Oo(� ��o 00 RUN COVER BOARD AND D D D D GROUT CMU SOLID o 6 "X4" TUBE STEEL SEE ROOFING MEMBRANE I , STRUCTURAL DRAWINGS TO WITHIN 1/2 OF CONCRETE, D D D BELOW GRADE. o DETAIL R/S-8. THEN FINISH WITH ' D I D D CEMENTMOUS WATER PROOFING v v 1/2 n DRIP EDGE. RESIN -BASED FLASHING. I D D D 8" BELOW GRADE. Q ADD STRUCTURAL STUDS GRANULAR FILL. AT 24" O.C. FOR COVER BOARD 3/4" STUCCO SYSTEM SUPPORT. Q A ON METAL LATH. I v VERTICAL STEEL ANGLE L4 "X4" i o v 11/2" C.R. CHANNEL AT 36" O.C. 4" STRUCTURAL METAL p STUDS. SEE STRUCTURAL v 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 5 NOT TO SCALE h. SECTION DETAIL SCALE: 1 " =1' =0" Copyright 2012 Gresham, Smith and Partners. All Bights Reserved. I I AIVA - ` -- _ G S & P Design Services® For The Built Environment ■ Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa 0 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 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 1B26000797/LC26000381 .� Rt L5 m �< o •- .: m O o �� •- i 4 �l•+ Ln in LO W o to SEAL: Kristin S. Herman -Druck AR95172 SECTION DETAILS A3m2O FILE: 9080A320.dgn PROJECT: 29080.00 DATE: 12/14/2012 REVISION No. - Date - Revision Q 02/01/2013 2 ADDENDUM #1 CITY COMMENTS RESPONSE © 3/15/2013