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05-1856R-001
I MIN 18' CFA ON FULL SIDE OF DOOR W/ MM 12' a PUSH SIDE. TYPICAL AT ALL DOORS. TYPICAL AT ALL WALL JOYS A NICHES. MIN OF 12' ON PUSH SIDE OF p(,VJN TYPICAL AT ALL DOORS WITH BOTH A CLOSER AND A LATCH. I nl \I I I IVI\ IED- L 1 LMVfI WITH OUTER GE OF EXISTING COLUMN OR BLOCK WALL. TYPICAL WHERE SHOUN ON PLANS. DOOR ENTRY DETAIL 1/4 Wwl& -I -II\ VrtGL1111`61 V 1 V1GI 1. IL VGGr, UJ /JR VR PLAN. REFER TO ELEVATIONS FOR DETAILS. FIELD VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. PARTITIONS FOR WALLS SUPPORTING SHELVING TO BE 20 GA t BE BRACED TO STRUCTURE ABOVE. TYPICAL is ALL BUILT IN AREAS. FIRE SPRINKLER GENERAL NOTES I- OFFICES TO BE FULLY SPRINKLED. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. 2- COORDINATE LOCATION OF FIRE SPRINKLER LINES AND HEADS WITH OTHER TRADES 3- COORDINATE HEIGHT OF SPRINKLER HEADS WITH FINISHED CEILING HEIGHTS AS INDICATED ON THE ARCHITECTURAL DRAWINGS 4- MAXIMUM AREA AN DISTANCE I RI: D D E COVERAGE PER SPRINKLER HEAD SHALL FORT H E E AS SET B BY N.F.P.A. BULLETIN 13 5- MINIMUM DISTANCE FROM SPRINKLER HEAD TO ANY OBSTRUCTIVE ELEMENT SUCH AS LIGHT, AIR DISTRIBUTION DEVICES, ETC. SHALL BE AS SET FORTH BY NFPA BULLETIN 13. CENTERED TO WINDOW MULLION. TYPICAL WHERE SHOLN ON PLANS. b- ALL PIPING SHALL BE AS SET FORTH BY NF.PA. BULLETIN 13 I- TEST ALL NEW PIPING AS REQUIRED AT 250 PS'G. 8- CONTRACTOR SHALL PROVIDE A COMPLETE SET OF SHOP DRAWING INCLUDING CALCULATIONS. 9- HEADS TO BE CENTERED IN TILES GENERAL NOTES I- PROVIDE FIRE EXTINGUISHERS BY LARSENS MODEL NO: MP-5,2A-105:C RATED IN A SEMI RECESSED FIRE EXTINGUISHER CABINET BY LARSENS MODEL " AL- 2409 -R3, FULL GLASS FRONT W/ LARSEN LOCK I PER 2500 SF. ( 5 SUBMIT SHOP DU65 FOR REVIEW ® F.E. = FIRE EXTINGUISHER FURR OUT AS REQUIRED AROUND COLUMNS AND CHASES. NOTE: CABINETS 6 EXAM ROOMS 3,4 t 1 TO BE 5'-4' LONG. CENTERED TO EXISTING COLUMN. TYPICAL WHERE SHOWN ON PLANS. Ot:A=: L5 /10- = T—V- FLOOR AREA: 11, 761 SO. FT. TENANT AREA: 10, 658 SO. FT. e PARTITION LEGEND P -1 P -3 P -4 FIRST NEW 3 5/8' 25 GA METAL STUDS ® 24' OC W/ 50 GYP. BD S EACH SIDE NEW I HR FIRE RATED PARTITION 3 50 25 GA METAL STUDS W/ 5/8' TYPE X GYP. BD a EACH SIDE NEW 6' 25 GA METAL STUDS Q 24' OC W/ 5/8' GYP. BD a EACH SIDE NEW 15/8'25 GA METAL is ' STUDS 24 D OG W/ 5/8 GYP. BD S EACH SIDE NEW - MIN 3 5/8' 25 GA GYP. BD. s EACH SIDE t SOUND BATTS TO STRUCTURE ABOVE NEW 6' 25 GA. METAL STUDS • 24' OC W/ 5/8' GYP. BD a INTERIOR SIDE EXISTING 8' CONC. BLOCK WALL W/ 5/8' GYP. BD OVER 1/8' FURRING. (STAIRWAY INTERIOR TO REMAIN UNFINISHED) EXISTING CONC COL W/ 5/8' GYP. BD OVER 1/8' FURRING . 3' -0' HIGH MASONRY WINDOW WALL 11115/6' GYP. BD. OVER FURRING. uiez a rc i hj• � Ag a inc., 7430 sw 48th street miami, florida 33155 phone: (305) 663 -1970 fax: (305) 663 -2312 peter®diezarchitecture.com pedro diez, ra president or 0008996 A,.,.. ..,,.x; «;,...:. «w::.:cc.,`::::, : � ....,.' �:.......::..•. ..crsw�<x':aava::::a�i�i�::c': s;:3 ENGINEERING CONSULTANT G141 Office Building 3rd Floor 6141 SUNSET DRIVE SOUTH MIAMI. FLORIDA ��..,.�.,,,, , ».,•�� .gin,: w,..:..� :. �.....:.: `�: ,,.......� n, a:: <:iyH•a��0 »�aw•�:e:exer..:. ..» •. E�; a�. �:,.: >:..*� »;:�x,...`aYvuvw'a�. �"��t:a��aa,'�;�3 >�:n� '. PROJECT No. 04- 158.03 REVISIONS 10 11 -14 -2005 © . 08 -11 -2006 THIRD FLOOR PLAN DATE: NOVEMBER 2, 2005 A2.0 SCALE: AS SHOWN DATE: NOVEMBER 2, 2005 A2.0