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11-382-011• • • • • • • r • • • • •rrr• METAL FABRICATIONS GYP BD DETAILS • "• .: HI<S 'use@ **o tOWNER' go veto • u BAPTIST HEALTd SOUTH FLORIDA • • • • • w' M • • • r r • u u + • `6465 RF-D RCjA'D = CORAL GABLES, FL 33146 ARCHITECT FLAA F000119 HKS ARCHITECTS, INC. 1221 BRICKELL AVENUE, SUITE 1220 MIAMI, FL 33131 MEP ENGINEER -- CCRD PARTNERS TO STRUCTURE ABOVE 1/2" 2121 PONCE DE LEON BOULEVARD MAX L SUITE 350 4„ CONTROL JOINT I CORAL GABLES, FL 33134 PARTITION INTERIOR DESIGNER — _ IN.DESIGN, INC. 3" X 2" X 3116" HORIZ I STL TUBE ABOVE I — — 2090 NW BOCA RATON BOULEVARD 3' X 2" X 3/16" STL TUBE + j SUITE 3 HIT! 2 LAYERS 5 /9" POST WELDED TO 1 5 /i" GYP BD BOCA RATON, FL 33431 VERTICAL STL TUBE I I Lr, - - - - 2" X 2" X 3/16" STL T TUBE POST WELDED I I CONT 3 1/4" X 3/9" STL PLATE LI _ TO BASE PLATE WELDED TO STL TUBE - - FASTEN 314" EXT PLYWOOD i 4" X 5" X 319" STL I I TO PLATE WITH CSK SELF PLAN BASE PLATE WITH 0, TAPPING SCREWS AT 12" OC. 24 MAX X w MAX FOUR 1/2" DIA EXP tn PUN ANCHORS WITH I I 2HR FIRE RATED 3" = 1'. 0" 2 114" MIN I I EMBEDMENT I I WHI- 495 -PSV -0924 NOTE: M I I PAINT ALL MISC "r EXPOSED STRUCTURAL CONTROL JOINT AT TOP OF CURB I I STEEL FLAT BLACK. en FIRE -RATED PARTITION 12 GA STEEL CUR{ 3" = 1'- 0" ..�" CONCRETE ANCHOR SECTION a c FLANGE NOTE: FINISH AFTER FABRICATION: SHOP PRIMER PAINT O 2 3/4" TAB FOR _ DRIVE SURFACE BOLTING /WELDING M F0 8 - LAVATORY COUNTER SUPPORT C2 CURB SECTIONS TOGETHER 08 11/2" - 1' -0" 4 P� GYP BOARD V NOTE: FINISH AFTER FABRICATION: HOT -DIP GALVANIZE SUSPENDED CEILING CEILING SYSTEM 14 MF14 -STEEL CURBING x 3" = 1' -O" RATED CONIC WALL CONTROL JOINT 24' -0" 24' -0" P•"� MAX MAX .r, FURRING PARTITION I -- CONTROL JOINT FOR LOOSE LINTEL SCHEDULE MASONRY OPNG t' GYPSUM BOARD CEILING SEALANT LINTEL SPAN STL ANGLE SIZE L ' 0'- 0" TO 6'- 0" 5" X 3 1/2" X 5/16" LLV 7" MAXIMUM RATED PARTITION L 3" X 3" X 1/4" X 9" CLIP •'• WITH TWO 1/2" DIA EXP I LINE OF STRUCTURE V - 0" TO 10' - 0" 6" X 3 112" X 3 /i" LLV BEARING AT - AS INDICATED ON ENDS BOLTS WITH 2 1/4" MIN I I PLAN EMBEDMENT I I I L 3" X 3" X 1/4" X 5" CLIP EMBEDMENT WITH TWO - ,'. . '- 114" PARTITION 1/2' DIA EXP BOLTS WITH 2 1 /4" MIN EMBEDMENT I NOTE: FINISH AFTER FABRICATION: HOT DIP GALVANIZE MF06 - LOOSE MASONRY LINTEL SCHEDULE 2 FURRING PARTITION II II 06 NTS ATTENUATION I I I INTERSECTION AT RATED BLANKET COMPRESSED TO I I I LINE OF FILL OPENING AT PARTITION AT CONCRETE (MALL PARTITION SOUND RATED L 3" X 3" X 114" VERTICALS PARTITION AND DIAG BRACING AT 3" = 1' - 0" \ .4'- 0" OC MAX - WELD TO 4" 4" BACKER L -BEAD ER BACKER CONT L 5" X 3" X 1/4" LLV 1 I I CLIPS AND CONT ANGLE ROD SUPPORT - ATTACH TO I I i I I CONTROL JOINT AT VERTICALS WITH 1/2" DIA �l HAND TIGHTEN BOLTS AND PARTITION INTERSECTION BOLTS - PROVIDE 1 1/2" I LONG SLOTTED HOLES IN BURR THREADS VERTICAL ANGLE LEG _ �• • -.... � `-•= :. _ ,.•- CONC WALL ONLY ; ` • •.• - CHANGE IN CONSTRUCTION • - , •' : •., -: , KEY PLAN BLOCKING SEALANT CEILING AS SCHEDULED u NOTE: 3" = V- 0" REFERENCE PARTITION FINISH AFTER FABRICATION: SHOP PRIMER PAINT HEAD AND FRAMING PARTITION '��•O••` 4� SHEET .' �p ,CA,yA MF12 - HEAD SUPPORT AT INTERIOR ALUMINUM WALL SYSTEMS RATED i PARTITION AS 12 3/16" STL {ENT PLATE PLAN PARTITION ON PARTITION ` N. - -- - -- 1/2 "x2 " SLOTTED HOLE INTERSECTION AT RATED ��' •....�� -•;,�' REQUIRED WHEN ANGLE PARTITION AT CONCRETE INSTALLED ON ONE SIDE 4 3/4" 3/16" STL PLATE SIZED I OF THE WALL ONLY - "LC" -BEAD TO MATCH AND WELDED USE 1/2" DIA EXP BOLT T' = 1'- 0" 3/4" TYP THROUGH SLOTTED SEALANT HOLE WITH MIN 3 1/2" i EMBEDMENT SIDE SECTION GYP SHEATHING CONTROL JOINT AT PARTITION CITY OF SOUTI"1 Pv li, 1f, REVISION - NOTE: FINISH AFTER FABRICATION: SHOP PRIMER PAINT NON - EXPOSED EDGE BUILDING DEPT. NO. DESCRIPTION DATE 05 MF05 - RATED CMU PARTITION SUPPORT 3" =1' SI- RUCTUfRALSECT10i �I I� 1/2" MAX CONTROL JOINT 4.. 4.. I I I SECOND LAYER OF GYP BD WHERE PARTITION SCHEDULED RATED PARTITION AS MINERAL WOOL {ASE PUTS I I I I INDICATED ON PLAN } - - -- INTERSECTION AT RATED 3„ _ PARTITION AT EXTERIOR (MALL _ PLAN 3" = 1' - 0" NOTE: 1 HR FIRE RATED ;• REFERENCE PARTITION 3" = 1' - 0" i WHI- 495 -Oi24A HEAD AND FRAMING CONTROL JOINT AT CONT 4 3/4" X 1/4" SHEET FIRE -RATED PARTITION STL PLATE I a 1/2„ WELDED TO POSTS 3' X 3" X 114" STL TUBE I MAX CONTROL JOINT T. = 1' - 0" POST AT 4' -0" OC MAX 3/16" STL BENT PLATE HKS PROJECT NUMBER WELDED TO {ASE PARTITION o PLATE - -- i - -- MAX � x'266 2.000 wc� X R SLOTTED HOLE CONTROL JOINT c� REQUIRED WHEN ANGLE o INSTALLED ON ONE SIDE DATE RE �! I I 2 LAYERS 5/9" �� -� - -- PARTITION 0 4. 1 1 .2 0 1 0 3/i" STL {ASE PLATE OF THE WALL ONLY - b/i GYP BD ISSUE u+ WITH FOUR 1/2" DIA USE 1/2" DIA EXP BOLT `" EXP ANCHORS WITH THROUGH SLOTTED 2 114" MINIMUM HOLE WITH MIN 3 1/2" -- EMBEDMENT EMBEDMENT MINERAL WOOL BIDDING & ELEVATION SIDE SECTION 7 NOTE: FINISH AFTER FABRICATION: SHOP PRIMER PAINT 3" PERMITTING SET w NOTE: FINISH AFTER FABRICATION: SHOP PRIMER PAINT -0" 5 MF09 - FREESTANDING PARTITION SUPPORT MF04 - NON -RATED CMU PARTITION SUPPORT 2!'.x 24' MAX SHEET TITLE w 09 1 1/2° = 1' -0° 3" = 1' -0" 1HR FIRE RATED L.__ METAL LH R F IRE RATED F I -4�J5 -0924 W H I- 495 - PSV -0924A FABRICATIONS CONTROL JOINT AT CONTROL JOINT AT AND GYP BD GENERAL NOTES FIRE -RATED PARTITION FIRE -RATED PARTITION tii DETAILS F THE SCHEDULE MAY NOT INCLUDE ALL METAL FABRICATION ITEMS p o AND MAY HAVE GAPS IN THE ALPHANUMERIC SEQUENCE. F N a © 2011 HKS, INC. A301 0