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13-781R-0152 THOROCOAT FINISH BACK TO T EXISTING POURED IN PLACE CONCRETE EXTERIOR WALL NEW STUCCO WITH THOROSEAL PLASTER MIX FINISH COAT AND THOROCOAT ACRYLIC WATERPROOF COATING HOROSEAL PLASTER MIX (4000PSI MIN) PAINTED —� THOROCOAT FINISH PRIOR TO INSTALLATION OF NDOW (FOR THICKNESS GREATER THAN 3/8" SE THOROSEAL GEL PATCH) 1 1W ici A i ■29 ■ ■N ■1 ■MCA■ ■I ■M90N ■1 ■■■■N■! N■■■WW 1 ■■n2m 11 ;MANN■ ■1 `III■■■■ ■ ■I ■■■E I'd ■I 3 NEW EXTERIOR WALL FURR -OUT SEE DETAIL A6/A617 _ EDE SILICONE 3 SEALANT AND BACKER ROD PER MANUFACTURER'S C F TIO SEE MIA ADE NOA 12- 0223.38 FOR REQUIRED STRUCTURAL ATTACHMENT DETAILS; PROVIDE REQUIRED EMBEDMENT BEYOND GEL:• "., PATCH AND PLASTER MIX THICKNESS THOROSEALGELPATCH INFILL; SEE STRUCTURAL ; STRUCTURAL SILICONE SEALANT IMPAC Bulletin #B1 -03 02 -07 -14 3 STRUCTURAL SILICONE EXTERIOR 15/16"1 6" INTERIOR SEALANT 1 Bldg Dept Comments 08 -16 -13 PE TER SILICONE SEALANT AND SOLID SURFACE DESCRIPTION DATE REVISIONS /ISSUES SEALANT BAC ER ROD PER MANUFACTURER'S WINDO 3 NEW STUCCO WITH :: � °a NEWACTCEILING 3 THOROSEAL PLASTER MIX D1 NEW POURED IN PLACE SEE MIAMI DADE NOA 12- 0223.38 FOR FINISH COAT AND THOROCOAT ONTINUE THROROCOAT FINISH TO ATTACHMENT DETAILS; PROVIDE ACRYLIC WATERPROOF, CONCRETE SILL FRAME ATTACHMENT OPE MIN 1 ' EMBEDMENT REQUIRED BEYOND THICKNESS COATING 1/2" SOLID SURFACE THOR EAL PLASTER MIX (4000PSI MIN) ' ° `' ' ` OF GEL PATCH AND PLASTER MIX STOOL WITH 1/2" PAINTED TH THOROCOAT FINISH PRIOR NEW EXTERIOR WALL FURR- PROVIDE NEW DRIP EDGE RADIUS EDGE ST AT[ OF ND W OUT SEE DETAIL A6/A617 NEW EXTERIOR ` -- WALL FURR -OUT SEE SEALANT SEE MIAMI DADE NOA DETAIL 617 SEALANT ° I )R R R R TURAL ATTA ENT I .•;: o- - °;'a "; _ . PERIMETER SILICONE I E REQ IRED E E B Y ND L I " m SEALANT AND BACKER ROD ;, ", NEW EXTERIOR WALL PATCH AND PLASTER MIX THICKNESS PER MANUFACTURER'S NEW LMI WINDOW SYSTEM PER I FURR OUT SEE DETAIL WND PRESSURES ON THIS A6/A617 W STUCCO WITH THOROCOAT ACRYLIC SHEET AND MEETING FBC 2010 ' P OF AD /SILL DE AIL -WINDOW TYPE'A' ENERGY CODE SE 3" = 1' -0" THOROSEAL GEL PATCH;SEE STRUCTURAL INTERIOR !I I EXTERIOR JAMB DETAIL - WINDOW TYPE'A' 3" = 1' -0" 4 5 SOUTH ELEVATION - EXTERIOR (NORTH ELEVATION OPP HAND 1/8" =1' -0" M ROOF -- — .. 81'- 6" ZONEO 0 1 J SEVENTH FLOOR 70' -0" C5 SOUTH ELEVATION (OFF -UNIT) GENERAL NOTES - EXTERIOR WINDOWS ETR = EXISTING TO REMAIN 1. SCOPE OF WINDOW REPLACEMENT INCLUDES PAVILION FLOORS 4 -7 TOTALING 109 WINDOWS. WINDOWS TO BE SEALED AND FINISHED SO AS TO MAINTAIN AESTHETICS. 2. THE EXISTING SHUTTERS SHALL BE REMOVED AS PART OF THE PROJECT AND REMAINING HOLES REPAIRED AND SEALED. 3. WINDOW REPLACEMENTS SHALL BE PHASED ON A FLOOR BY FLOOR BASIS AS TO MATCH INTERIOR CONSTRUCTION PHASING SCHEDULE. WINDOW REPLACEMENT CANNOT BE PERFORMED IN A SINGLE PHASE. 4. EACH WINDOW OPENING SHALL REMAIN THE SAME SIZE. (APPROX. 4' -3 "w x 6' -5 "h M.O.) 5. ALL WINDOWS SHALL MEET REQUIREMENTS OF HIGH VELOCITY WIND ZONE AND BE TESTED FOR LARGE MISSILE DEBRIS IMPACT. SMALL MISSILE DEBRIS WILL NOT BE ACCEPTABLE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING BACK THE EXISTING STUCCO AND FASTENING THE NEW FLASHINGS AND WINDOW SYSTEM TO THE EXISTING CONCRETE JAMBS, HEAD, AND NEW SILL DEPENDING UPON FINAL SYSTEM SELECTION AND MIAMI -DADE NOTICE OF ACCEPTANCE (NOA). COORDINATE STUCCO REPAIR WITH NEW STUCCO DESIGN BY OTHERS. 7. STRUCTURAL SEALANTS SHALL BE DOW CORNING #983 SILICONE WINDOW DESIGN PRESSURES ZONE O +73.26/ -73.26 ZONE O +73.26/- 134.32 1. ALL PRESSURES SHOWN ARE IN PSF AND ARE ALLOWABLE DESIGN PRESSURES. 2. DESIGN PRESSURE BASED ON: VOL =190 MPH RISK CAT = IV EXPOSURE C INTERNAL PRESSURE _ +/ 0.18 F [F.4] G EAST ELEVATION A6 WEST ELEVATION A5 118" =1' -0" 1 /8" =1' -0" ROOF 81' -6" NTH FL00 70' -0" V XTH FLOOR � 58' -6" FTH FLOOR RTHF5 -R 35' - 6" �1 iIRD FLOOR 24' - 0" INTERIOR MODIFICATIONS ONLY (ANY EXTERIOR MODIFICATION MAY REQUIRE —, A BOARD APPEARANCE) Q A -R: R AY a r c h i to c t s ARRAY- ARCHITECTS.COM- ----- 6800 Broken Sound Pkwy NW, Ste 125 Boca Raton, FL. 33487 0:561- 995 -1700 f: 561- 995 -1701 SEAL: firm license # AA26000880 � � 4 Mark D. Taudien AR0011821 - •? CONSULTANTS: STRUCTURAL ENGINEER O'Donnell, Naccarato, Mignogna & Jackson 321 15th St., Suite 200 West Palm Beach, Florida 33401, USA Phone: 561.835.9994 Fax: 561.835.8255 MEP ENGINEER Smith, Seckman & Reid, Inc. 600 West Hillsboro Blvd, Suite 300 Deerfield Beach, FL 33441 Phone: 954.421.1260 Fax: 954.421.1466 --------------------------------------------------------------------------------- OWNER: BAPTIST HEALTH SOUTH FLORIDA HOSPITAL: SOUTH MIAMI HOSPITAL PROJECT: PAVILION RENOVATIONS FLOORS 4 -7 6200 Southwest 73rd Street South Miami, FL 33143 4 Bulletin #B1 -03 02 -07 -14 3 Bulletin #131 -01 11 -15 -13 2 Construction Set 10 -11 -13 1 Bldg Dept Comments 08 -16 -13 SOLID SURFACE DESCRIPTION DATE REVISIONS /ISSUES WINDO 3 NEW STUCCO WITH :: � °a NEWACTCEILING THOROSEAL PLASTER MIX D1 SEE MIAMI DADE NOA 12- 0223.38 FOR FINISH COAT AND THOROCOAT ATTACHMENT DETAILS; PROVIDE ACRYLIC WATERPROOF, • ' EMBEDMENT REQUIRED BEYOND THICKNESS COATING ''� < ' ° `' ' ` OF GEL PATCH AND PLASTER MIX NEW EXTERIOR WALL FURR- PROVIDE NEW DRIP EDGE ;` . •. OUT SEE DETAIL A6/A617 NEW EXTERIOR ` -- WALL FURR -OUT SEE DETAIL 617 SEALANT I PERIMETER SILICONE I I I SEALANT AND BACKER ROD PER MANUFACTURER'S NEW LMI WINDOW SYSTEM PER I SPECIFICATIONS WND PRESSURES ON THIS SHEET AND MEETING FBC 2010 ' STRUCTURAL SILICONE ENERGY CODE SE 3 THOROSEAL GEL PATCH I' ' EXISTING ( 1 CONCRETE ' EXTERIOR WALL I I #3 @ 12" STIRRUPS THO I FINISH K TO FRAME REPLACE EXISTING WINDOW SILL WITH A = o. #5 BARS ATTACHMENT NEW 10x8 CIP WINDOW SILL WITH 1 #5 ON i •—:.:° �. THOROSEAL PLASTER MIX FACE SIDE. DRILL AND EPDXY 1 #4 BAR x2' i NEW EXTERIOR WALL FURR (4000 PSI MIN.) 6 LONG EACH SIDE OF WINDOW "EMBEDMENT) o ° ; _ a , OUT SEE DETAIL A61A617 4 ; " ' NEW ROOM BASE ° 15/16" INSULATED O WITH - -A . ";. LOW E IMPACT RESISTANT GLAZIN ER MIX 3 _ ` , NEW FLOORING;SEE FINISH _; .,< • , e: - FINISOCOAT WEX ; I SCHEDULE NEW STUCCO WITH THOROSEAL PLASTER WATERPROOF x MIX FINISH COAT AND THOROCOAT A RYLIC .______________ :.• :• -;; -; _ • ' ; WATERPROOF COATING 3 R R CONCRETE WALL ' f �J ' �_ = • ; VII WINDOW DETAIL -WINDOW TYPE'A' D4 1" = 1' -0" SOUTH ELEVATION - EXTERIOR (NORTH ELEVATION OPP HAND 1/8" =1' -0" M ROOF -- — .. 81'- 6" ZONEO 0 1 J SEVENTH FLOOR 70' -0" C5 SOUTH ELEVATION (OFF -UNIT) GENERAL NOTES - EXTERIOR WINDOWS ETR = EXISTING TO REMAIN 1. SCOPE OF WINDOW REPLACEMENT INCLUDES PAVILION FLOORS 4 -7 TOTALING 109 WINDOWS. WINDOWS TO BE SEALED AND FINISHED SO AS TO MAINTAIN AESTHETICS. 2. THE EXISTING SHUTTERS SHALL BE REMOVED AS PART OF THE PROJECT AND REMAINING HOLES REPAIRED AND SEALED. 3. WINDOW REPLACEMENTS SHALL BE PHASED ON A FLOOR BY FLOOR BASIS AS TO MATCH INTERIOR CONSTRUCTION PHASING SCHEDULE. WINDOW REPLACEMENT CANNOT BE PERFORMED IN A SINGLE PHASE. 4. EACH WINDOW OPENING SHALL REMAIN THE SAME SIZE. (APPROX. 4' -3 "w x 6' -5 "h M.O.) 5. ALL WINDOWS SHALL MEET REQUIREMENTS OF HIGH VELOCITY WIND ZONE AND BE TESTED FOR LARGE MISSILE DEBRIS IMPACT. SMALL MISSILE DEBRIS WILL NOT BE ACCEPTABLE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING BACK THE EXISTING STUCCO AND FASTENING THE NEW FLASHINGS AND WINDOW SYSTEM TO THE EXISTING CONCRETE JAMBS, HEAD, AND NEW SILL DEPENDING UPON FINAL SYSTEM SELECTION AND MIAMI -DADE NOTICE OF ACCEPTANCE (NOA). COORDINATE STUCCO REPAIR WITH NEW STUCCO DESIGN BY OTHERS. 7. STRUCTURAL SEALANTS SHALL BE DOW CORNING #983 SILICONE WINDOW DESIGN PRESSURES ZONE O +73.26/ -73.26 ZONE O +73.26/- 134.32 1. ALL PRESSURES SHOWN ARE IN PSF AND ARE ALLOWABLE DESIGN PRESSURES. 2. DESIGN PRESSURE BASED ON: VOL =190 MPH RISK CAT = IV EXPOSURE C INTERNAL PRESSURE _ +/ 0.18 F [F.4] G EAST ELEVATION A6 WEST ELEVATION A5 118" =1' -0" 1 /8" =1' -0" ROOF 81' -6" NTH FL00 70' -0" V XTH FLOOR � 58' -6" FTH FLOOR RTHF5 -R 35' - 6" �1 iIRD FLOOR 24' - 0" INTERIOR MODIFICATIONS ONLY (ANY EXTERIOR MODIFICATION MAY REQUIRE —, A BOARD APPEARANCE) Q A -R: R AY a r c h i to c t s ARRAY- ARCHITECTS.COM- ----- 6800 Broken Sound Pkwy NW, Ste 125 Boca Raton, FL. 33487 0:561- 995 -1700 f: 561- 995 -1701 SEAL: firm license # AA26000880 � � 4 Mark D. Taudien AR0011821 - •? CONSULTANTS: STRUCTURAL ENGINEER O'Donnell, Naccarato, Mignogna & Jackson 321 15th St., Suite 200 West Palm Beach, Florida 33401, USA Phone: 561.835.9994 Fax: 561.835.8255 MEP ENGINEER Smith, Seckman & Reid, Inc. 600 West Hillsboro Blvd, Suite 300 Deerfield Beach, FL 33441 Phone: 954.421.1260 Fax: 954.421.1466 --------------------------------------------------------------------------------- OWNER: BAPTIST HEALTH SOUTH FLORIDA HOSPITAL: SOUTH MIAMI HOSPITAL PROJECT: PAVILION RENOVATIONS FLOORS 4 -7 6200 Southwest 73rd Street South Miami, FL 33143 4 Bulletin #B1 -03 02 -07 -14 3 Bulletin #131 -01 11 -15 -13 2 Construction Set 10 -11 -13 1 Bldg Dept Comments 08 -16 -13 NO. DESCRIPTION DATE REVISIONS /ISSUES --------------------------------------------------------------------------------- SHEET TITLE: EXTERIOR ELEVATION AND DETAILS ------------------------------------------------------------------------ - - - - -- - - DRAWN: KM CHECKED: MDT CON /REF No. AHCA 23/100154 -191 PROJECT No. 3593 DATE: 05/03/13 SCALE: As indicated --------------------------------------------------------------- SHEET NO. A211 This document is a copyright protected instrument of service, property of Array Architects and licensed for use in the title project only. Reproduction or use of this document without written permission of Array Architects is illegal and will be prosecuted under the law. © COPYRIGHT - 2013 ARRAY- ARCHITECTS, INC.