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w Nom_ I.i. v �1 1 I I CORRIDOR © ADO NEW DOOR IN EXISTING WALL AT THIS LOCATION TO ACCESS NEW CLOSET -- - - - - -- -- - 4' 1'/011 0 51 911 6161. I - 1 I � _ EXISTING = RESTROOM t ; I I I O I I I I N I I I 1 I ------------------- ----- ■ ------------- - - - - -- - - ; CD r 1 I I I I I � I I I EXISTING o RESTROOM O inn I 1 I I I 1 I I I I I m m Z ~ ui m O 0 ® V] Z O 00 ' © , om - - - - - -- - - -- -------------------- QL }� o Q Qo 0m m � ' I I I I TN U1 m W ADD NEW SINK AT THIS LOCATION. I , I I ; CONNECT TO EXISTING PLUMBING O AT LOCATION IN WALL. PATCH WALL 00 M AS NEEDED. I I I , I , I�lI ADD 3 1/2" FIBERGLASS INSULATION IN THESE WALLS FOR SOUND PROOFING I 1 I I I I = 1 , r 1 I I I r 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 1 I , I , I , 1 , I , I I I I I I F- 10,01, I , 1 , I I I I I , I , I 1 I I I 14' 2'/a" ol I I I I I 1 I 1 1 I 1 I I I I I - I � ' I � I I ' I I I I I I 1 I , O I' E I , DOOR SCHEDULE A. 3'D "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER PRIVACY LOCK B. 3'0 "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER PASSAGE LOCK C. 3'0 "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER CODE ACCESS LOCK D. 2'0 "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER PASSAGE LOCK E. 3'0 "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER PASSAGE LOCK F. 3'0 "X6'8" DRYWALL WRAPPED OPENING G. 5'0 "X6'8" SOLID WOOD BIFOLD WITH DRYWALL WRAPPED OPENING H. 4'0 "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER PASSAGE LOCK Ir p 11' 11 a /a" I I I I I I I I I I O 4' 6" ADD NEW DOOR IN EXISTING WALL AT THIS LOCATION N I I r- O ------------------------ - - - - -• 11 I I I I 1 I 9' 4' /a" I I 1 I 1 I 1 I I I 1 1 � 1 I I I I � I 1 I 1 I � O I I I I I I ....................... I I 4'6" I I I I I I� I I I 1 = 1 ' O 1 I 1 I t 1 I 1 I 1 I I I I I I I 1 I I I I I 1 REMOVE DOOR AND CREATE 4'0 OPENING CORRIDOR BUILDING INTERIOR PARTIAL RENOVATED FLOOR PLAN 1/4" = if 0" NOTES: (1) DASH LINES REPRESENT EXISTING WALLS AND DOORS (2) NEW WALLS TO 3 518" STEEL STUDS WITH 112" GYPSUM BOARD EACH SIDE. REMOVE SUSPENDED CEILING AT NEW LOCATIONS TO EXTEND WALL ABOVE CEILING AND REPAIR GRID AS NEEDED. (3) RELOCATE OR ADD HVAC VENTS AS NEEDED DUE TO NEW WALL LOCATIONS. (4) RELOCATE FIRE SPRINLKER HEADS AS NEEDED BY FIRE SPRINKLER CONTRACTOR 9- EXISTING ROOF 1/2" 2' X 4' DROP IN CEILING TILE AND METAL GRID &YSTEM, 3 5/8" 25 GA. METAL STUDS WITH 1/2" GYPSUM WALL BOARD EACH SIDE. SECURE STUD WALL AT BOTTOM THROUGH STEEL TRACK WITH MASONRY ANCHORS THAT PENETRATE CONCRETE MINIMUM I" 8PACED 24" Or- AND AT TOP WiITH ZIP PEAL STRIP SCREWED TO METAL CEILING TILE GRID SYSTEM OPTIONAL 01 EXISTING ROOF 1/2" 2' X 4' DROP IN CEILING TILE AND METAL GRID SYSTEM. 3 5/8" 25 GA. METAL STUDS WITH 1/2" GYPSUM WALL BOARD EACH SIDE. SECURE STUD WALL AT BOTTOM THROUGH STEEL TRACK WITH MASONRY ANCHORS THAT PENETRATE CONCREl'E MINIMUM I" SPACED 24" OC WITH STUD EXTENDING TO ABOVE DROP CEILING, OPTIONAL 02 TYPICAL STEEL STUD WALL DETAILS NOT TO SCALE O 6L. O U O O - CORRIDOR C rO u o EXISTING = RESTROOM EXISTING STEEL COLUMN O O in EXISTING = ■ .�- CLOSET N 10'3" EXISTING o RESTROOM � O © 1 11,11%" EXISTING HOT AND COLD WATER INCLUDING SANITARY DRAIN LINE AT THIS WALL WHERE SINK WAS AT ONE TIME EXISTING 23'11%" O in N © - CORRIDOR BUILDING INTERIOR PARTIAL AS BUILT FLOOR PLAN 1/411 = 111 0" Qti�� g O��ZC jtiv S�1� ° DOOR SCHEDULE A. 3'0 "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER PRIVACY LOCK B. 3'0 "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER PASSAGE LOCK C. 3'0 "X6'8" SOLID WOOD DOOR WITH WOOD JAMB HANDI CAP LEVER CODE ACCESS LOCK NOTES: (1) SPACE HAVE SUSPENDED CEILING SYSTEM (2) WALLS ARE 3 518" STEEL STUDS WITH 1/2" GYPSUM BOARD ON EACH SIDE (3) FLOORS ARE COMMERCIAL GRADE TILE (4) LIGHT FIXTURES ARE 2X4 RECESSED (5) UNIT HAS FIRE SPRINLKER SYSTEM. n 2e1o2 k i g 1� S g R �Il L�U` w� 3g(3 S h r tar' ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZFPHYRHILL.S ORDPNIA,'CES ILLS �- -16, > z V m m Z ~ ui m O 0 ® V] Z O 00 0 , om u w Z W o ., NNX QL }� o Q Qo 0m m � � m P Z q TN U1 m W :ju NU LL mo Q O 00 M m c; r Z a W O Z p p O z _0 V �0 LJL z 0 �. V tL V WW Imo— 0 LL i/) V � �- LLI r Z W LO. 1 0 LL Coil. V o z _ z W � (L F- 0 -J N 0 UL w w z PG 1 OF 2