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10-723-023•-"�_2 • -•" 11' -10" A.F.F. RELOCATED STAINLESS STEEL RODS. ATTACH TO F - Fk ISP 207 F F�` F G) -2 �"�� GW.B. CEILING CEILING ABOVE, PROVIDE 0 GI -2 BACKING AS REQUIRED. VISUAL RELOCATED STAINLESS 2 STEEL RODS. ATTACH E2 E2 TO CEILING' ABOVE, k' PROVIDE BACKING AS F: .F. ►� 1 '- " A F F REQUIRED. E2 E2 E233 3 3 3 3 3 3 F: F: F W- C ILIN ... ........... ..... ........... ....... .... .............. ... f G)- F: BOTTOM 0 DECK F �, WOM N R ST 20 G.W.B. EILINc 0 ob oV o� 3 Gl 2 FIN. ACT -1 Io` 04 0` 04 p4 3 F2 EY'•:•'• F F2 F2 F2 Fn' : >4 0 ".4 I, to FIN. SOFFIT o GB -2 B -2 OIL 81-0. FIN. ACT -1 �eb 0 ` 3 �, F2 F2 F2 F2� F2 F2 ML El....... Iof F6 F'- Fob Fo 6 F2 F2 3 F2 F3 F2 F3 TECH Fk Fk 2 FIlk Fk I DOI .. BOTTOM K F �` F l`k F2 F2 F2 F2 rF32 Fes- F2 F2 UTILITY E2 =� 21 F OT. OF JCONC.F 203 F k FX lyll .- �.I Fkj r� I r� I r� I �' II F2 F? II I r1 II '.. rr F2 :: Fti l , v r No ■ ■ ■� ■�! ■■ ►III ■� .,��._��o_ ®�����, I � ,� ^, � RELOCATED STAINLESS iM1 I I I y I STEEL RODS. ATTACH TO CEILING R r ABOVE, 01 REQU RELOCATED STAINLESS STEEL RODS. A177ACH + /\ ° \ "\ I �� I' * , �/ • • - • TO CEILING ABOVE, PROVIDE BACKING AS REQUIRED. E RELOCATED STAINLESS STEEL RODS. ATTACH t A k -F HN. S01­1­1 PROVIDE BACKING AS 9,_ REQUIRED. ......... 2 C AI R F2 2 F3 h 2 FX � 42 Fti�' ._ FO F2� F F3 (s)FX Fti5 EX OIL z 10'-6" . I F� F ti5 0 2 0 RELOCATED STAINLESS F1k STEEL RODS. ATTACH TO CEILING ABOVE, PROVIDE BACKING AS REQUIRED. IN. ,A EXISTING FFIN . " DRYWALL EXTNG GB -2 BOTTOM FIN. ACT- ACT-2 / / / / / STAIR � / /I 0 EL V OPEN DE ` FX0 _01101vl 01 -XISTING CONTTLAB FIN. ACI h f L / h EXISTING X , !� / I G .rC ?lO�x ST�Or- l�ucZ. ,i. IN. DRYWALL EXTNG GB--1 REFLECTED CEILING NOTES 1.) RE: MECH. FOR EXACT NUMBER, TYPE AND LOCATION OF SUPPLY, RETURN AND EXHAUST FIXTURES. 2.) RE: ELECT. FOR EXACT NUMBER, TYPE AND LOCATION OF OUTLETS. 3.) CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS. ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 4.) PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO PARTITION SURFACES, FREE FROM CURVES, BREAKS, OR OTHER IRREGULARITIES 5.) LIGHT FIXTURES, EXIT SIGNS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE U.O.N. OR AS DIRECTED BY ARCHITECT. G.) PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE VERIFY MANUFACTURER RECOMMENDATIONS. 7.) THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING TYPES, CEILING FIXTURES, FAN MOTORS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS (LIGHTING PLAN) FOR CIRCUITING, WIRING LAY -OUT, AND ADDITIONAL INFORMATION. 8.) ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING DRAWINGS, BY THE DESIGN ENGINEERS. 9.) CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS CEILING FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, ETC., PRIOR TO INSTALLATION. NEW PLUMBBING, MECHANICAAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH LIGHTS AND ANY UNIQUE FIELD CONDITIONS. 10.) FURNISH AND INSTALL UNDERWRITERS LABORATORY, INC. (U.L.) LAQELLED DEVICES THROUGHOUT. 11.) PROVIDE AND INSTALL EMERGENCY LIGHTING PER ADA /TITLE 24 REQUIREMENTS. 12.) ELECTRICAL CONTRACTOR TO PROVIDE ALL SWITCHES, DIMMERS, is PLATES, AS REQUIRED BY DESIGN, LOCATED 44" A.F.F. C" FROM DOOR FRAME. U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER, AND FURNISHED WITH ONE COVER PLATE. 13.) N.L REFERS TO NIGHT LIGHT. DINING AREA SHOULD HAVE AT LEAST TWO LIGHTS THAT OPERATE THROUGH THE EVEMNG HOURS FOR SAFETY. 14.) ELECTRICAL CONTRACTOR TO LOCATE ALL TRANSFORMERS AT BAR ABOVE CEILING. LOCATION TO BE COORDINATED W/ G.C. 15.) CLEAN, REBALAST, RELAMP, REPLACE BROEK LENSES k ACRYLIC COVERS AT ALL EXISTING LIGHT FIXTURES TO REMAIN 16.) CEILINGS k DUCKS ON EXPOSED AREAS PAINT AND REPAIR AS NEEDED 17,) PAINT UPPER AREAS OF NEW DRYWALL WALLS MATCHING EXISTING 18.) EXTEND NEW ROUND DROPPED CEILING BOTTOM UNDER CONCRETE REAM AT SECOND FLOOR 19.) ALL EXPOSED NEW AND EXISTING H.V.A.C. DUCT WORK, CONDUITS AND ANY ELEMENTS ATTACHED TO THE CLNG. TO BE PAINTED BLACK. 2 ALL EMERGENCY LIGHTS AND EXIT SIGNS TO RE BLACK FINISH, 21.) COORDINATE EXIT SIGNS LOCATION WITH SHEETS A -2.1 AND A -2.2. 3 IN U I t N.T.S. REFLECTED CEILING SCHEDULE V•41 V11 41 u W V V v v U V V U ■ a c I ec 2x4 CEILING TILE (ACT -1 /ACT -2) 1 E FINISH SCHEDULE ON SHEE A -7.3. AAGifIECTW - NHM DE" - M ANNW SEE DETAIL AT 4/A -4.1 SUITE # 202 CALEIDOSCOPE GRID; BOTTOM AT 10' -6" A.F.F.; PH; (954) 922 -6551 03 -000 COLOR RAL 2040 .:':.:.:':.:' :.:.:.:.:.:.: DRYWALL CEILING. SEE DETAIL 5/A -4.1 ' ' ' ' ' ' . . SEE FINISH SCHEDULE ON SHEET A -7.3 CONCRETE DECK HEIGHT @ 16' -0" A.F.F. - VARIES A.F.F. 3 SUN LL N.T.S. NOTE: PROVIDE MAIN RUNNERS CONTINUOUS IN LINE WITH EACH SIDE OF RECESSED LIGHT AND PARALEL MAXIMUM 4' -0" ON CENTERS IN THE CEILING FIELD. CROSS RUNNERS SHALL BE MAXIMUM 2' -041 ON CENTERS. PROVIDE ACCESSIMBLE HOLD -DOWN CLIPS FOR ACOUSTIC 11LES MORE THAAN 1 Lb. /SQ.FT. PROVIDE MINIMUM 12 GAAUGE GALVANIZED STEEL HANGER WIRE MAXIMUM 4' -0" ON CENTERS ALONG MAAIN RUNNERS. W" W" "U V• WV V • [T. V T 0419 •00 V Y V WVV4 V W W u y Wu W y V V V •� V•41 V11 41 u W V V v v U V V U ■ a c I ec NORBERTO ROSENSTEIN ARCHITECT INC. , AAGifIECTW - NHM DE" - M ANNW 126 S. FEDERAL HIGHWAY SUITE # 202 DANIA BEACH, FLORIDA 33004 PH; (954) 922 -6551 FAX= (954) 922 -7388 EMAIL- infoorosenste:narchitcct.com WEB: www.rosensteinarchitect.com STATE REG. NO. AR0016674 NATL. REG. NO. 69178 COPYRIGHT @C 2009 NORBERTO ROSENSTEIN ARCHITECT, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM WITHOUT PERMISSION. DESIGNED N. R. l0 DRAWN S.S. CHECKED Tootool 5701 SUNSET DR. N. R. N 0- SUITE I HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. elton + Ien i A R Q U I T E C T O'S A.C,I, A �S RUT :76.575.840 .c AURELIO GON7A1.`L 333 "a VITACURA • •p 0 ; Ct Q 8-26 -2010 REVISION Q2 8-19-2010 REVISION Qi a -11 -2010 REVISION 0 8-11 -2010 FIRE DEPT COMMENTS R E V I S 1 0 N S U,* me • V to to O �N C) rl 0) O LL- 0 V) ,U L/ "L N 1 rl 1 C) cn 0 1-two ru Cam/) V rl M 0 Q O - .O Q,a .O L -� E O in COMM. DATE 2010 -31 8 -5 -2010 r--I Caideats, sam CJ) l0 Tootool 5701 SUNSET DR. N 0- SUITE B fu -10 Y1___J. LLILIINU bKIU UL I 4 N.T.S. SOUTH MIAMI FLORIDA 33143 IN' NAITT g , AR 0 STIFFENERS ,A 8 � -� � ^r 1 ,2 ,COOED ROLLED CHANNELS °vz :-� 't, °-',�� 6'F ENDS, MAINTAIN 1 CL Tr f ,1 -3: AT WALLS ., MAX SECOND �LL R,�21 � IN 4�b01P T0� �'r�+°iL.P �-114.3tiy�.1�.t� >1 �A C 09VAhs FLOOR RCP TF 5/8" MINIMUM GYPSUM WALL BOARD 'U' CHANNEL TRIM USG #200 A A-4.2 ©F 19 WALL OR BACK OF EXTERIOR WALL f/' :. SECOND. REF CEILING PLAN 5 TYP. GYPSUM BOARD DETAILS ' N.T.S.