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12-508-009ARCHITECT: _BERMELL0 AJAMIL & PARTNERS, INC. Architecture Engineering Planning interior Design Landscape Architecture 2601 South Bayshore Drive 10th Floor Miami, Florida 33133 (305) 859-2050 Fax (305) 860-3700 LOUIS J. AGUIRRE & ASSOCIATES. P.A. Consulting Engineers 9150 South Dadeland Blvd. * Suits 900 Miami * Florida 33156 ® EB0000924 Telephone 305.670.0141 Facsimile 305.670.0144 wa.1juago.com PERMIT SET 4/13/2012 REVISIONS: PROJECT NAME: SMH-HYPERBARIC CHAMBER PROJECT ADDRESS: 7400 S.W. 62nd Ave. South Miami, Florida 33143 KEY PLAN 2 COMM. NO. 40068 SCALE: AS SHOWN DATE: 04/13/2012 DRAWN: BZ CHECKED: CADD FILE: H:1NST111003-SMH\ARCH\ DRAWING TITLE: WALL TYPES & MISCELLANEOUS DETAILS SHEET NO. w , GENERAL NOTES 77 71 A. EXISTING DRYWALL AND FIREPROOFING AROUND- COLUMNS- TO ­ j REMAIN UNTOUCHED. CONTRACTOR TO VERIFY -THAT EXISTING - 5 21 21 -A MIr CEMENTITIOUS FIREPROOFING IS IN TACK'rR+ -41MUM W 5 ; 'j K THICKNESS OF 1jj- AS PER UL ASSEMBLY NO. X701. IN "A CASE THEY DONT, THEY MUST BE REPAIRED OR UPGRADED J TO COMPLY WITH A REQUIRED 3—HOUR FIRE RES]- U-ANCt. - <1 \ > B. ALL SPRINKLERS HEADS TO BE LOCATED AT CENTER OF ACOUSTICAL CEILING TILE. 2 2 r��j C. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE 9 9 >A SCHEDULE. 10 cr_ w NOTES THIS DRAWING 17 I>< >1 CC w S -4 NIX UNDERSIDE OF STRUCTURE. NEW/EXISTING CEILING. SEE CEILING PLAN AND '., ,;= 4F ;.,<'m` f r ° "J ,` "'` ` 17 O FINISH SCHEDULE. FINISH FLOOR. SEE FINISH SCHEDULE. 140 CONTINUOUS SEALANT EACH SIDE. > 5 5 21 21 3%" 20 GA. METAL CHANNEL RUNNER. 11 4 3 ^,F Jlf 4 4 4 3 5/8- DENS ARMOR PLUS GYPSUM BOARD. 20 GA. METAL STUD BRACING AT 4' O.C. MAX. 1 HOUR RATED PER UL DESIGN NO. 0465 WHERE APPLICABLE. 3 REFER TO LIFE SAFETY PLAN -j- -C " 5/8 MOISTURE RESISTANT DENS ARMOR PLUS GYPSUM O BOARD ON 7/8- METAL FURRING CHANNELS 0 16- O.C. O7/7/777, CONTINUOUS FIRE STOP. 1 GWB ON METAL STUDS 2 TWO SIDE GWB TILE AT ONE SIDE 3 ONE SIDE GWB AT CHASE 4 PLUMBING CHASE AT RESTROOM 3 5/8- 20GA METAL STUDS ®16" O.C. I WALL TYPES 3 1/2- SOUND ATTENUATION BLANKET STC 45-49 A4.1 SCALE: N.T.S. 1V DEEP HORIZ BRACING CHANNEL AT MID—SPAN OF WALL OR MAX 6'-0" SPACING. 2 1/2- METAL CHANNEL BRACING 0 48- O.C. 2 1/2- METAL CHANNEL FRAMING 0 48- O.C. 13 <> 8 REFER TO FLOOR PLAN FOR WALL TYPE. 13 000 15 3 5/8- 20GA METAL STUD CROSS BRACE SPACED AT ........... 19 X\11 1/3 POINTS (TYP.) 14 rr FULL HEIGHT CERAMIC TILE ON PORTLAND CEMENT 17 I I :.. i f �.���` MORTAR ON 1/2- CEMENT BACKER BOARD. 22 + co <> CONTINUOS CORNER BEAD (TYP.) 9 + + ------------ ELE 9'-0* 0 0 0 0 0 0 0 0 31 12 GAII HANGER WIRE SUSPENSION SYSTEM TO <> 8 UNDERSIDE OF STRUCTURE 0 48" O.C. 4 TWIST MIN. AT -------------------- ....... WIRE. TYP FOR TILE CEILING 2 A 20 2V DEEP, 27 MILS METAL STUD AT 160 O.C. 0 21 Or 20GA METAL CHANNEL RUNNER <> 4 + <> 8 REFER TO ELEC. PLANS FOR LIGHT FIXTURE TYPE 1 4 27 32 <> 1/2 CEMENT BOARD ON METAL WALL STUD FRAMING 0 & - 17 16 O/C (SEE WALL TYPES) 8 121* <8> PROVIDE CONT. 3/4- PLYWOOD BACKING BETWEEN STUDS 25 FOR LIGHT FIXTURE ATTACHMENT 15 BOTTOM OF CEILING <> 8 3/4" X 3/4" X 3/4" ALUMINUM WHITE EGG CRATE ELEV 8'-0* A.F.F. DIFFUSER MOLDING EXISTING DRYWALL ON 7/8- METAL FURRING CHANNELS TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR NEW PAINT FINISH (TYP) 2 CEILING DETAIL 3 CEILING DETAIL 4 CEILING DETAIL 5 DRESSING RM. BENCH CABINET DETAIL EXISTING INSULATION TO REMAIN UP40"iLITE k4a pF STRUCTURAL DECK. PROVIDE/REPLACE ASU N4 1A PA A4.1 SCAM' 211 1 '-011 A SCALE 211 = 1 1-011 A4, SCAM' 21' = 1 1-011 A4, SCALE: i if 1' -0" SC <>& EXISTING WALL/WINDOW TO REMAIN L SECTIOV T. STRUC <> & MIRROR <a>31e PLYWOOD WITH PLASTIC LAMINATE FINISH. /4* CAP TOP -1 /16 d O BOTTOM <8> BASE. REFER TO FINISH SCHEDULE. CEILING 48 2'— <> CRASH RAIL 8 34 44 0.060" 1.5MM SHEET MATERIAL— SPECIFY ENDWALL <8> DIMENSIONS (NOT TO EXCEED 12-) 37 Uj 42 <> 8 VINYL COVER 0.080 2MM. Li 36 ca > Uj 0 %0 STEEL STUD < 8 > z _j Uj z z 0 1z LZ 14: LL: > t HIGH IMPACT VINYL ACRYLIC EXTRUSION. f 33 9 z Uj 45 0 7 64 m C14 SELF TAPPING SCREWS 38 0 46 43 <> CONTINUOUS VINYL RETAINER. 8 in 41 i 9 "Vy <a> CORNER GUARD C14 n.......... 35 41 % GYPSUM BOARD. REFER TO WALL TYPES SURFACE MOUNTED 42 1/4" FLAT WASHER. __e.._.- .._,____._..._.._ — ------ GUARD AT FULL HEIGHT ELEVATION 43 CONVENTIONAL STEEL STUD REINFORCING F. F. <8> #10 x 11— 1/2" PH SMS AND AF6 TOGGLER ALLIGATOR FASTENER 16" o.c. MAX 45 #60 5/8- BUGLE HD DRYWALL SCREW. 46 ALUMINUM RETAINER. 47 .078w HIGH IMPACT VINYL ACRYLIC EXTRUSION. 6 TYP. CRASH RAIL ELEVATION 7 CORNER GUARD DETAIL 8-N CORNER GUARD DETAIL 9 CRASH RAIL DETAIL 48 1-1/2- WIDE ALUMINUM WALL CUP 16" MAX 0 o.c. A4,1A SCALE: 1/2" = 1' -0" A4.1 SWE' 611 =1' -0" A SOU' 6" = 1' -0" A A4.1 SUL' 611 = 11-01' ARCHITECT: _BERMELL0 AJAMIL & PARTNERS, INC. Architecture Engineering Planning interior Design Landscape Architecture 2601 South Bayshore Drive 10th Floor Miami, Florida 33133 (305) 859-2050 Fax (305) 860-3700 LOUIS J. AGUIRRE & ASSOCIATES. P.A. Consulting Engineers 9150 South Dadeland Blvd. * Suits 900 Miami * Florida 33156 ® EB0000924 Telephone 305.670.0141 Facsimile 305.670.0144 wa.1juago.com PERMIT SET 4/13/2012 REVISIONS: PROJECT NAME: SMH-HYPERBARIC CHAMBER PROJECT ADDRESS: 7400 S.W. 62nd Ave. South Miami, Florida 33143 KEY PLAN 2 COMM. NO. 40068 SCALE: AS SHOWN DATE: 04/13/2012 DRAWN: BZ CHECKED: CADD FILE: H:1NST111003-SMH\ARCH\ DRAWING TITLE: WALL TYPES & MISCELLANEOUS DETAILS SHEET NO. w