00-0151-001 GENERAL CONTRACTOR: �OOr AND OP�RATIV UJINDOUJS:
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS AND FOR THE COORDINATION OF ALL TRADES WITHIN THE CONTRACT EMERY BATHROOM DOOR LOCK SHALL BE DESIIGNED TO PERMIT THE
DOCUMENTS. THE CONTRACT DOCUMENTS SHALL CONSIST OF ALL THE CONSTRUCTION OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. CONC. CONC.
DRAWINGS AND THE SPECIFICATION$, IF PROVIDED, INCLUDING ALL THE DRAWINGS OF EMERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN
THE VARIOUS DISCIPLINER AND AS SUCH, ANY TRADE WHETHER ARCHITECTURAL, THE DOOR FROM INSIDE THE CLOSET.
STRUCTURAL, NVAC, OR ELECTRICAL SHALL BE VIEWED IN CONJUNCTION WITH ALL -- -
OTHERS, AND ANY DISGREPANCIEB FOUND ON THE DRAWINGS, DIMENSIONAL OR AN OUTSIDE WiNDOW OR DOOR OPERABLE FROM INSIDE WITHOUT USE OF _
OTHERWISE, SHALL BE IMMEDIATELY BROUGHT TO THE ARCHITECT'S ATTENTION. THE TOOLS OR A KEY AND PROVIDING A CLEAR OPENING OF NOT LESS THAN
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL 20' IN WIDTH, AND 24' iN HEIGHT AND 5.1 $a FT. iN AREA THE BOTTOM OF WN.
CONSTRUCTION TRADES. BE WITHIN OPENING 20'-0' L NOT BE MORE THAN 44' OFF THE FLOOR, AND SHALL OF MASONRY CONSTRUCT ION:
U MASONRY CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY, WHERE METAL DOORS ARE CALLED FOR IN THE PLANS, ELECT, 10'x6' supply
AND METHODS OF CONSTRUCTION AS SET FORTH M THE PORTLAND CEMENT UTILITY - PANEL_ A. grille - 120 cftn � oo N
ASSOCIATION CONCRETE MASONRY HANDBOOK, ANSI A 41.1, A 411 AND AWS STRUCTURAL THE FRAMES SHALL BE A$ FOLLOWS= A) 14 GAL, FOR EXTERIOR Underground ■ od
WELPlWj'O,ODE: REINFORCING STEEL lDiA % __ �— (�
THE t TAXI AREA OF WALL PANELS OF 6' THICK UNIT MASONRY, AS MEASURED
AND LABELED FRAMES, 16 GAL. FOR INTERIOR FRAMES u- Re(Yfgarant Imes,
__ 'r- \, �� from AM to CN
=BETWEEN fiHE CONCRETE MEMBERS UJNIGH FRAME THE B)ALL HOLLOW METAL DOORS t0 BE 1-3/4 IN THICKNESS, �,� �'
:7
A/C �" A/C insulated with armaftax
PANE. 81JGM A8 THE BEAMS AND TIE COLUMNS, SHALL NOT EXCEED 240 8, F. OR BE INSULATED WITH DURABLE SOUND DEADENING MATERIAL, �-- R-11 BLANKET INSULATION IN 1/e'x V1' and ancloae `no � to
_CONSTRIJC-TED OF REINFORCED MASONRY UNITS. 16 GAL, FOR EXTERIOR DOORS AND 18 GAL, FOR INTERIOR DOORS. NEW 4' DRY WALL PARTITION 10'x10' R/A r111e o
C)MANUFACTUERs FIRE DOOR CORPORATION OF FLA.t g -- (n PVic pipe va sIn v V
.�GYPSUM WALL WARD: (DRYWALL) 10 x11 supply � Provide q sleeves to �
BTEELCRAPt OR APPROVED EQUAL. NEW 2'-6' X 6'-8' X 1 3/8' DOOR grille - 580 cfm paaatng wall Q,. -
GYI`:3._ !_M WALLBOARD SHALL COMPLY WITH THE STANDARDS SPECIFIED FOR THE APPLICATIQTI lx
` AND`FIN&-41NG OF GYPSUM WALLBOARD, ANSI A31.1 ASTM C36 AND ABTM C 415 AND SHALL �-L INTERIOR WOOD D001�8 SHALL BE I-314' IN THICKNESS __ ___ D a
NOT BE LVSB THAN 1/2' IN THICKNESS. STUD$ SHALL. BE SPACED NO MORE THAN 24' O.C. SOLID CORE: UNLESS OTHERWISE INDICATED. 2'# CO drip above �A �
I FOR WOOD 8TU08 USE NO LE88 THAN 2X4 NOMINAL THICKNESS FOR METAL STUDS USE � REMOVE EXISTING WINDOW t —J v�
'C' SH�'>f-1'D GALVArIIZED MEtA�. STUD WItN SELF-DRILLING, SELF-TAPPING SHEET SEE DOOR SCHEDULE FOR SIZE AND TYPE INSTALL 3'-0' x 6'-6' x 1 3�4' -i� \\\ brean area
METAL,SCREWS DRIVEN BELOW THE BUWAGE AND SPOTTED WITH FINISHING JOINT COMPOUND NEW DOOR AS SHOWN. W AT b`-LW b`-LW CENTER AND THE SURFACE AND SPOTTED WITH JOINT COMPOUND At 8' ON CENTER - W chi
AND THE JOINTS WERE SEALED WITH TAPE AND TWO COATS OF DRYWALL COMPOUND.
CONCRETE MASONRY LVALL NOTES DEN ti ry -J � U_
SECULRITY AND i"ORCED ENTRY STANDARDS: NOTE FOR EXTERIOR WALL ONLY INSTALL R-30 CEILING INSULATION W 0 2 LL
BUWSLAR-RESISTANT GLASS SHALL COMPLY WITH A8TM 01036 FOR POLISHED PLATE FOR NEW A/C AREA. g 40
J GLASS. ALL MASONRY WALLS CONSIST OF 8' CMU WITH CONC, FILLED CELLS •�+� W 2
TESTS OF BURGLAR-RESISTANT GLAZING MATERIALS SHALL COMPLY At 40' tl a 5 F'm■ 1500 PSI PROVIDE a9 LADDER TYPE HORZ. EXISTING 6' CONCRETE SLAB
AT 16' O.C. TYP. FILL REINFORCED CELLS WITH REINF. W/6' X 6' 10/10 WU 1 a F-�
WITH UNDERWRITER'S. LABORATORIES STANDARD FOR SAFETY OF BURGLAR RESISTANT uj a �
GLAZING MATERIALS, UL1 2, GROUT HAVING WITH MM. 8' t0 11' SLUMP: STRENGTH F'c• 2500 P81 16'-0' � ry W m �
GLASS AND GLASS-LIKE MATERIALS SHALL COMPLY WItN THE AMERICAN NATIONAL COMPLYING WITH ASTM C4'16 MAXIMUN LIFT UNBRACED 4' - --- M �"' V Q
STANDARD INSTITUTE(ANSI)STANDARD FOR TRANSPARENT SAFETY GLAZING MATERIAL MAXIMUM POUR HEIGHT l0 POUR MASONRY CELLS PRIOR t0 — MEW WIDOWS TO R-5 INSULATION FOR cr C
USED IN BUILDING, 291.1, THE TIE BEAM CONCRETE POUR PROVIDE GLEANOUTB, BE INSTALLED EXTERIOR WALLS FOR h
ALUMINUM WINDOWS SHALL COMPLY WITH THE ARCHITECTURAL ALUMINUM --(o-
31-48 41- 1'-10' NEW A/C AREA r Q
MANUFACTURER'S ASSOCIATION (AAMA)STANDARD FOR FORCED-ENTRY RESISTANT -- ,� ■ V
HORIZONTAL SLIDING WINDOWS, AAMA 1302.5, AND ANSI/AAMA 101. vi z
SLIDING GLASS DOORS SHALL COMPLY WITH THE ARCHITECTURAL ALUMINUM SLIDING ROOF TIE BEAM - -
GLASS DOORS AMA 1303.5 AND ANSI/AAMA 101.
34 C 34 C
DOOR LOCKS:
GRE6S WINDOW EGRESS WINDOW
EXTERIOR EXIT DOORS, IF OPERABLE FORM EXTERIOR, SHALL HAVE LEAST 1 LOCK THAT
16 KEY-OPERATED FROM EXTERIOR \^ ,
40 X 8 MASONRY COL. 8 X 8 STARTING COL. W/
W/ 4+5 VERT IN CONC. 2+'S VERT. t +�3 TIES m 12 Or,,
LOCKS ON EXTERIOR DOORS SHALL HAVE A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR WINDOW / DOOR OPENING - -- GROUT FILLED CELLS ,
LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. I I I FLAN EXTERIOR DOORS SERVING AS PRIMARY MEAN$ OF EGRE88 SHALL BE EQUIPPED WITH A N X 3 DOW DRILLED 22' X
GROUT W/ "58VERTSONRY C GROUT ELECTRICAL FLOOR
COMBINATION DEAD LATCH AND DEAD BOLT DEVICE. FILLED HOLE 8' X 8' STARTING COL. W/ FILLED CELLS SEE DETAIL Scale 1/4'■ 1'-0'
INTRUSION AND BURGLAR-REVOTANT LOCKS ON DOORS SHALL BE CAPABLE OF 2+'S VERT. t 03 TIES m 12 O.C.
RESISTING A FORCE OF 300 LBO. APPLIED IN ANY MOVABLE DIRECTION. 8 WITH
REINFORCE 2 END CELL A
DEAD BOLTS SHALL NAVE A BEVELED, HARDENED CYLINDER GUARD ON THE EXTERIOR 2 r 5 IN CONC, PLEA-ROCK MIX -------------'-------------------_---_---------__-------_------------ --------
SIDE OF DOOR F'c33000 PSl SPLIT SYSTEM SCHEDULE I HVAC DrESIGN REQUiREMENTS YEO NO
PLOOR FLAN unit designation A/C 1 IJ
CONNECTING SCREW HEADS OF DEAD BOLTS SHALL NOT BE EXPOSED ON THE EXTERIOR
SIDE OF DOOR, OR SHALL BE OF TAMPER-RESISTANT DESIGN. Sc i'
Scale 1/4'■ -0'
8' CMU WALL _ manufacturer RNEEM FIRE DAMPERS X Q `�
THE ACTIVE LEAP OF PAIRS OF SWINGING DOORS 614ALL BE PROVIDED WITH � fan coil unit model no. FeAj4AI4,106tWAI
MULTIPLE-POINT LOCKS OR MULTIPLE-POINT LOCKS WHICH CONTAIN INSERTS, EACH WITH Corldembing unit model W. RAKA-VlaJAZ SMOKE DAMPERS X
5/8' THROW BOLTS AND A CYLINDER LOCK sear hD.1 FIRE RATED !ENCLOSURE X
COMPONENTS: r DRILL « 5 X 3' DOWEL total capacltg btuh 11200 FIRE RATED ROOF/FLOOR/CLG. X
HINGES,WITH HINGE PINS EXPOSED t0 THE OUTSIDE, OF ALL EXTERIOR DOORS, 6' INTO EXISTING SLAB awslble ca acit btuh t2200 FIRE STOPPING X
OPERABLE WINDOWS, TRANSOMS, SKYLIGHTS AND ACCESS SCUTTLES SHALL HAVE t FTG, IN A 1' DIA, HOLE eva orator coil FtCGA
NON-REMOVABLE PINS, OR SHALL BE OF INTERLOCKING-STUD TYPE AND SUCH HINGES COORDINATE LOCATION AND FILLED WITH EPDXY GROUT coil entering condition 80/61 cleg. SMOKE CONTROL X
SHALL HAVE NON-EXPOSED SCREWS,
GEOMETRY OF OPENING'S WITH - -- --
UJOOp JAI`1�33: ARCHITECTURAL.. DRAWINGS _ cfm sent temperature �5Wdeg ---------------------- ----------------------------- -----------------------------
WOOD JAMBS SHALL BE SECURED At A MINIMUM OF 6 POINTS OF ANCHORING PER EXiBt, FtG. external static presoure 030 PROVIDE 4'0 METAL EXHAUST DUCT FROM THE TOILET FAN
VERTICAL SIDE. fou fan hp. 1/$ TO THE OUTSIDE OF THE ROOF - EXTEND DUCT 6' ABOVE ROOF.
SUB-BUCKS SHALL BE OF PRE88URE-MATERIAL AT LEAST 2' NOMINAL THICKNESS, AND heater kw 5 kw
SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3' IN LENGTH OR EQUIVALENT condensing unit fla 91,6
FASTENERS. FOR voltage 240/1160
WALL �
3 JAM56 SHALL BE PROVIDED WITH APPROVED REINFORCING STRIKES INSTALLED WITH refig. line auctlon 318'
SCREWS At LEAST 3' IN LENGTH. SCREWS SHALL PENETRATE 8UB-RUC I<8 TO A DEPTH OF MA60NR**r O I refr(g. ins (q.At LEAST I. f 1.5 tons
STEEL TRAM'i S: Scale 1/41■ I'-0' z
Z
OTEEL FRAMES 614ALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS, AND SHALL MEET THE STANDARDS OF THE NATIONAL ASSOCIATION
OF METAL MANUFACTURER'S AND UL63, EXTERIOR FRAME MATERIAL SHALL BE A MINIMUM ELECTRICAL PANEL: A PROJECT., UNIT A 16-GAUGE STEEL. PIN15H SC
> .,
GLAZING_ ANC) VENTS: SERVICE VOLTAGES 120/240 PANEL RATING (AMPh 150 LOCATION, UTILITY ENCLOSURE: NEMA 1 w
u
GLAZING WITHIN 40' ON THE INSIDE LOCKING DEVICE OF DOOR.$ TO THE EXTERIOR SHALL AREA FLOOR BASE LUALL CEILING HEIGHT WEINSCOT REMARKS I PHA$g 3 WIRE 2 POLE PROJECT SQ FTs 400 FLUSH MOUNTED
COMPLY WITH ANSI STANDARDS 297,1, 3 DEN MARBLE MARBLE D. WALL D. WALL 8'-2' --- REMARKS CK DESCRIPT TRIP VOLTS KVA AMPS POLE Win COND CK DESCRIPTION TRIP VOLTS KVA AMPS POLE WIRE COND 0
VENTS IN OVERHEAD-TYPE GARAGE DOORS SHALL NOT EXCEED 6' IN LEAST DIMENSiON � I AIR COND 30 240 5.0 20.8 2 10 ROMEX 2 GENERAL LIGHT'G 15 120 1.1 9.2 1 14 ROMEX IN
AND SHALL NOT BE LOCATED CLOSER THAN Ord' FROM THE INSIDE LOCK-ACTIVATION _
DEVICE, SELL 3 AIR COND ROMEX 4 GENERAL LIGHT'G 15 120 1.1 8.8 1 14 ROMEX
GLAZING IN SLIDING,SWINGING DOORS AND STORE! FRGNTS SMALL BE GAIETY-GLAZING COMPI-YiNG 5 AIR HANDLER 30 240 5.0 20.6 2` 10 ROMEX 6 SPAR]~ _ --
AF STANDARD FOR ARCHITECTURAL I MATER! AND CONSUMER 9 7 AIR HANDLER 8 6PARE
WITH SAFETY ARC E TURAL GLAZ NG AL ER r - _ ROME_X_ uj
PRODUCT SAFETY COMMISSION. FINISH 2ND. 44 � _— �...
FIXED GLASS FOR EXTERIOR APPLICATION SHALL BE ANNEALED FLOAT GLASS, FLR �/ � co co
THICKNESS OF GLASS SHALL BE A MINIMUM OF 1/4' FOR PANELS NOT t0 EXCEED 100 N NEW DEMAND 55 AMPS - CONNECT TO EXISTING PANEL OR TO SUB PANEL AS REQUIRED
$0.FT iN AREA OR SHALL COMPLY WITH TABLE 35-E OF THE 8F.B.C.
.
0 z 5 TYPICAL EGRE55 WINDOW
5
2 L
STOPSTERo ■
FOR WINDOWS AND GLASS PANELS OF ANNEALED FLOAT GLASS STOW SHUTTERS SHALL z '�
BE DESIGNATED AND CONSTRUCTED TO INSURE A MINIMUM OF A 1' SEPARATION AT ALL EGRESS WINDOW SHALL CONFORM TO NFPA A-101 CHAP, 21 �.J ■ 2
MAXIMUM DEFLECTION WITH COMPONENTS AND FRAMES OF COMPONENT$ THEY ARE TO W V F
PROTECT, WITH CLEAR OPENING OF NOT LESS THAN 20' IN WITH AND 24' IN HEIGHT.
THE STORM SHUTTERS DESIGN CALCULATIONS AND DETAILED DRAWINGS, INCLUDING , I�
ATTACHMENT t0 THE MAIN STRUCTURE, SHALL BE PREPARED BY AND BEAR THE SEAL FOR WINDOW ABOVE 1st FLOOR BUT UNDER 20 -0 ABOVE GRADE THE SILL 0 Lu h
OF A QUALIFIED FLORIDA REGISTERED DELEGATED ENGINEER AND SHALL BE OF THE 8CAPE WINDOW SHALL BE A MINIMUM OF 42' ABOVE THAT FLOOR 2 U
TOP OF T.B. TOP OF T.B.
APPROVED BY THE PRODUCT CONTROL SECTION OF THE BUILDING CODE COMPLIANCE ELEV. 8'-2' ELEV. 8'-2' W d
OFFICE, AND SMALL BEAR THE NAME OF THE COMPANY ENGRAVED IN EVERY SECTION 1 -6
OF THE SYSTEM.
E`M. W � � �
DOORS, BATH AND SH0111ER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING CASEMENT' WINDOW \ f REMOVE EXISTING WINDOW L � W 2
GLAZING MATERIAL GREATER THAN 9 8Q. FT, IN SURFACE AREA WALL BE CAPABLE
OF WITHSTANDING A 400 LB. IMPACT TEST. 53 1/8, \ INSTALL NEW DOOR AS z u W
M.O. \ SHOILN. 0 Lu � -<3 u
ALL WINDOW TYPES SHALL HAVE A PRODUCT'S APPROVAL CERTIFICATE,
SUGGESTED MANUFACTURERE& ANDERSON, PELLA, FGI, PGT
OR APPROVED EQUAL. W
CERAMIC TILE: FLOORS,MIN. SIZE 8'X 8' UNLESS OTHERWISE SPECIFIED - i W
iN FINISH SCHEDULE,COMMERCIAL GRADE,NON-BHP SURFACE,GRAY GROUt, _ — _ _ _ _ _ FINPL. FIRFL. 1�
ACCEPTABLE MANUFACTURERS/ MOSAIC TILE C,FLORIDA TILE I"M. _ T — ELEV. 0.0 — --- —_ — — — - -- ELEV. 0.0
81TrELCRAFt, OR APPROVED EQUAL. 00 u
WALLS k TO BE PROVIDED AS SPECIFIED IN FINISH SCHEDULE. — REMOVE EXISTING GARAGE
81ZEs 4 X 4', SMOOTH FINISH SURFACE,GRAY GROUT EXCEPT AS NOTED. DOOR AND CLOSED UP �.
ACCEPTABLE MANUFACTURER6s M06AIC TILE CO,FLORIDA TILE W. CO, +43.1 par + 3. 8f OPENING AS SHOWN (SEE DETAIL) + 9 ar
STYLON CORP., AMERICAN OLEAN TILE MFG, OR APPROVED EQUAL. 3d, 46."1 p8f -4"1.4 �ef STUCCO t0 MATCH EXISTING -45.3 �ar � f o� r{�,� o
COLOR SELECTION t0 BE PROVIDED BY THE CONTRACTOR �� f A2.
4
AND BY THE ARCHITECT 04( /
sOUALIFY A$ EXIT WINDOWS, �' "h T �`
VINYL TILE WHERE PROVIDED IN THE FINISH SCHEDULE SHALL BE A$ FOLLOWS: `��'`' A •
. _ A2 W
,ALL EGRESS WINDOW SHALL CONFORM TO SECTION Y� �
A) SOLID VINYL TILE l NON- ASBESTOS ) 12' X 12' X 18' ,NON SLIP SURFACE, 31112(b) (3) SFBClQUALIFY AS EXIT WMDOWOJRON-�■ ELEVATION RIGHT � � I O� �,,, b u.
COMMERCIAL GRADE, HiGN TRAFFIC. i ,
B) ViNYL BASE 6' HiGH, .080 GAUGE. /
;,; y : r, bpi ..� Job No.
C)MANUFACTURERS s AMTICO, ARMSTRONG ,FLINKOTE OR APPROVED EQUAL. Ocala 1/41■ 1'-0' Scale 1/4'■ 1'-0' 00•01 3 -
E3 F
I'