13-645-005i
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3
STEEL STUD FRAMING NOTE
ALL STEEL STUD FRAMING SUPPORTING WALL HUNG PLUMBING FIXTURES AND OR
CABIMETS SHALL BE DOUBLED AS PER 84411.45.11 AND $HALL HAVE HORIZONTAL MEMBER
SECURED TO NOT LESS THAN TWO STUDS `AS PER R4411.4513
BOTTOM CHORD
WOOD TRUSS
P.B.
AT WOOD TRUSSES
2x4 BRACING a
32 "oA MAX
NEW 2x STUD WALL AS PLAN
w/ STUDS a 16 "6e. MAX.
PROVIDE HORIZONTAL 2x
BRAC . a 48 "or-
FLAX.
NEW 2x STUD WALL AS
w/ STUDS a ib•oy— MA>
PROVIDE HORIZCNTAL
SRACPG a 481oA MA
BOTTCM OF STRICTURE
CONTP)JOUa MTAL R:ia•ER
ANCHORED TO FLOOR SLAB
W/ FASTCP.IERB 25• DIA HLTI PINS AT I6"C/C
COORDINATE CEILN3
H06A-IT6 AT FIELD
PROVIDE FIE STOP AT
a-m• aFF
V2" DRYWALL WITI-I PANT
FINISH TYPICAL 50TH SIDES
3 W. x 114• MTL. STUD 25 CA
AT 16' C/c. SEE NOTE THIS
SHEET FOR CARPET / EQIIP.
0 4 Sl1PPORT REPr0Fr.EP FNT
CONTINUOUS PETAL RI.", ER
ANCHORED TO FLOOR SLAB
W/ FASTENERS 2b" DIA HILTI PING AT 16•=
FLOOR FINISH AND SASE.
(REFER TO SCFEDULE)
coNCI�TE SLAB
TYP. METAL STUD
PARTITION
SCALE: NOT TO SCALE
COM PtRPEr4Dlai.Le
To JOISTS OR TRmeES
CHORD OF
R JOLT
(2) ISd NAILS a 32•oa
MAX (TYP. a EA CONL)
lY TYPE •X" DRYWALL EACH
SIDE (TYP-)
P.T. 2x am. PLATE w/ Ywo
x SY' TAPCGNS a 241ee.
MAX 4 • ENDS OF WALL
TYPICAL INTERIOR WALL DETAILS
SCALE: NOT TO SCALE coNcRETE FLooR To Wom T Aw6 oR "m
TEXT.
STUCC
FINISH
SEALA
BRICK
MOULL
1/2" DRYWALL ON IX2
P.T. WOOD FURRING STRIPS
CONCRETE PRECAST OR
POURED LINTEL OR SOLID
MASONRY JAMB
1" X 6" P.T. WOOD FILLER
SET ON FULL CAULKING
BEAD SECURED TO MASONRY
WITH HILTI NAILS CR5 099 -112HC
s 12" Or— AND 3" FROM ENDS
WITH A MINIMUM EMBEDMENT
OF 1 1/2" INTO CONCRETE
PROVIDE BED OF SEALANT
BEHIND WOOD BUCK
WOOD CA$NG
STEEL CLAD DOOR
AND WOOD FRAME
NOTE:
SUBMIT SHOP DRAWINGS
FOR ARCHITECT'S
APPROVAL
HEAD /JAMB DETAIL
EXTERIOR DOOR
SCALE: NOT TO SCALE
JAMB DETAIL
HORIZ. ROLLING
SCALE: NOT TO SCALE
1/2" DRYWALL ON
1 X 2 P.T. FURRING
8" C.N.U. FILLED CELL
CAULKING
CLEAR GLASS
PROVIDE BED OF SEALANT
BEHIND WOOD BUCK
1' X 3" P.T. WOOD FILLER SET
ON FULL CAULKING BEAD AND
SECURED TO MASONRY WITH
HILTI NAILS CR5- 099 -1121-1C A 12"
OiC. AND 3' FROM TOP AND
BOTTOM WITH A MNIMLM
EMBEDMENT OF 1 1/2" INTO
CONCRETE
SEALANT
WINDOW DETAILS
TOP OF BEAM
EXIST. CONIC. BEAM
—DRILL 4 EPDXY GROUT
REINF. THRU EX15T.
CONC. BEAM
EXISTING MASONRY
WALL (TO REMAIN)
-1 NO. 5 BAR
FILL CAVITY WITH
CONC.
DRILL 4 EPDXY GP40UT
VERT. REINF. A MIN. G'
INTO EXIST. CONC.
FOOTING
TYPICAL DTL. OF
OPENING REINF.
SCALE: NOT TO SCALE
I
d
i
i
SCHEDULED
r!n rn
SCHEDULED
SCHEDULED
VEf
EXI5TING TB. OR CONC
BEAM
TO REMAIN
DRILL � EPDXY 1 #5
REBAR W/ 4" EMB.
(TYP).U5E HY -150 E
HILTI
FILL W/ 5000 P51
CONCRETE
DRILL * EPDXY 1 #5
REBAR W/ 4" EMB.
(fYP).U5E HY- -150
HILTI
EXISTING CONCRETE
CAP
EXISTING CONCRETI
MASONRY WALL TO
REMAIN
EXISTING WALL FOOTING
TO REMAIN
TYPICAL DTL. OF EXISTING OPENING TO BE FILLED
SCALE: NOT TO SCALE
1
i
i
` EGRESS
H
SCHEDULED SCHEDULED
Q
SCHEDULED SCHEDULED
/
EGRESS O
� � B
SECONDARY MEANS OF ESCAPki�
WINDOWS USED FOR SECOND MEANS OF
ESCAPE SHALL:
• PROVIDE A CLEAR OPENING OF NOT LESS 5.7
SO.FT. IN AREA.
• WIDTH SHALL NOT BE LESS THAN 20".
a HEIGHT SHALL NOT BE LESS THAN 2�i�`�
v BOTTOM OF OPENING SHALL NOT El
THAN 440 ABOVE FLOOR.
SCHEDULED
TOP OF SLAB
TOP OF SLAB
Ili O
DOUBLE SWING
ALUMIGLASS DOOR
WITH SIDE LIGHTS
-L EPDXY 1 #5
AR W /4" EMB.
').U5E HY -150 BY
.I
EXISTING CONCRETE
MA50NRY WALL TO
REMAIN
WINDOW SCHEDULE
PROVIDE BED OF SEALANT
TYPE
BEHIND WOOD BUCK
d
EGRESS
°
CONCRETE PRECAST
Al (j
LINTEL OR BEAM
WHITE 'SP /CLEAR GLASS
1/2' DRYWALL ON
IMPACT
1 X 2 P.T. FURRNG
%
CAULKING
SEALANT _l
NO
IMPACT
1" X 3" P.T. WOOD FILLER SET
ON FULL CA ILKMGa BEAD AND
Z CLEAR GLASS
SECURED TO MASONRY WITH
pW
HILTI NAILS CRS- 099 -1121-1C 0 12"
O
OTC. AND 3" FROM TOP AND
HUNG
BOTTOM WITH A MNM11
WHITE ESP /CLEAR GLASS
EMBEDMENT OF i i/2" INTO
IMPACT
CONCRETE
L
31 "x63"
WHITE ESP /CLEAR GLASS
PROVIDE BED OF SEALANT
BACKED BED
BEHIND WOOD BUCK
CAULKING
31 "X14 1/4"
WHITE E5P /CLEAR GLASS
CAULKING
SEALANT
CONCRETE FILL MASONRY MIN
FIXED
8" X 8" W/ 1 45. EXTEND 8" INTO
WHITE ESP /CLEAR GLASS
MASONRY EACH SIDE
• a
MARBLE SILL
a• °.
NOTE:
a •. °
SUBMIT SHOP DRAWINGS
°
FOR ARCHITECT'S APPROVAL
HEAD / SILL DETAIL
WHIT
WHITE
JAMB DETAIL
HORIZ. ROLLING
SCALE: NOT TO SCALE
1/2" DRYWALL ON
1 X 2 P.T. FURRING
8" C.N.U. FILLED CELL
CAULKING
CLEAR GLASS
PROVIDE BED OF SEALANT
BEHIND WOOD BUCK
1' X 3" P.T. WOOD FILLER SET
ON FULL CAULKING BEAD AND
SECURED TO MASONRY WITH
HILTI NAILS CR5- 099 -1121-1C A 12"
OiC. AND 3' FROM TOP AND
BOTTOM WITH A MNIMLM
EMBEDMENT OF 1 1/2" INTO
CONCRETE
SEALANT
WINDOW DETAILS
TOP OF BEAM
EXIST. CONIC. BEAM
—DRILL 4 EPDXY GROUT
REINF. THRU EX15T.
CONC. BEAM
EXISTING MASONRY
WALL (TO REMAIN)
-1 NO. 5 BAR
FILL CAVITY WITH
CONC.
DRILL 4 EPDXY GP40UT
VERT. REINF. A MIN. G'
INTO EXIST. CONC.
FOOTING
TYPICAL DTL. OF
OPENING REINF.
SCALE: NOT TO SCALE
I
d
i
i
SCHEDULED
r!n rn
SCHEDULED
SCHEDULED
VEf
EXI5TING TB. OR CONC
BEAM
TO REMAIN
DRILL � EPDXY 1 #5
REBAR W/ 4" EMB.
(TYP).U5E HY -150 E
HILTI
FILL W/ 5000 P51
CONCRETE
DRILL * EPDXY 1 #5
REBAR W/ 4" EMB.
(fYP).U5E HY- -150
HILTI
EXISTING CONCRETE
CAP
EXISTING CONCRETI
MASONRY WALL TO
REMAIN
EXISTING WALL FOOTING
TO REMAIN
TYPICAL DTL. OF EXISTING OPENING TO BE FILLED
SCALE: NOT TO SCALE
1
i
i
` EGRESS
H
SCHEDULED SCHEDULED
Q
SCHEDULED SCHEDULED
/
EGRESS O
� � B
SECONDARY MEANS OF ESCAPki�
WINDOWS USED FOR SECOND MEANS OF
ESCAPE SHALL:
• PROVIDE A CLEAR OPENING OF NOT LESS 5.7
SO.FT. IN AREA.
• WIDTH SHALL NOT BE LESS THAN 20".
a HEIGHT SHALL NOT BE LESS THAN 2�i�`�
v BOTTOM OF OPENING SHALL NOT El
THAN 440 ABOVE FLOOR.
SCHEDULED
TOP OF SLAB
TOP OF SLAB
Ili O
DOUBLE SWING
ALUMIGLASS DOOR
WITH SIDE LIGHTS
-L EPDXY 1 #5
AR W /4" EMB.
').U5E HY -150 BY
.I
EXISTING CONCRETE
MA50NRY WALL TO
REMAIN
WINDOW SCHEDULE
MK
TYPE
SIZE
MATtRIAL
EGRESS
REMARKS
A
CASEMENT
26 I/2 "X14 1/4"
WHITE 'SP /CLEAR GLASS
YES
IMPACT
B
CASEMENT
19 I/8 "X14 1/4"
WHITE SP /CLEAR GLASS
NO
IMPACT
C
SINGLE WILING
19 V8 "X50 5/8'
WHITE ESP /CLEAR GLASS
NO
IMPACT
OSINGLE
HUNG
(2) 31 "X14 1/4'
WHITE ESP /CLEAR GLASS
NO
IMPACT
EO
SINGLE HUNG
31 "x63"
WHITE ESP /CLEAR GLASS
NO
IMPACT
OSINGLE
Ial1►JCs
31 "X14 1/4"
WHITE E5P /CLEAR GLASS
NO
IMPACT
WHITE
FIXED
VARIES
WHITE ESP /CLEAR GLASS
NO
FIXED GLASS
N H
CASEMENT
6 1/2 "X50 5/
WHITE ESP /CLEAR GLASS
YES
IMPACT
WHIT
WHITE
THRESHOLD
THRESHOLD
GESPOj
11 3/4 "X80"
FRENCH SWIN66
METAL
ALUMINUM
IMPACT RESISTANT
WHITE
THRESHOLD
6
11 3/4'X80"
FRENCH SLUING
METAL
ESP
ALUMINUM
IMPACT RESISTANT
WHITE
THRESHOLD
O
31 1/2 "X19 3/4"
FRENCH SWIWa
METAL
ESP
WHITE
ALUMINUM
THRESHOLD
IMPACT RESISTANT
POCKET DOOR
NOTE: ALL EGRESS WINDOW SHALL MEET THE REQUIRED 51 SP. OPEN AREA FOR MASONRY OPENING
REFER TO MANUF. CATALOG AND NOA APPROVALS SIZE SHOWN ON THIS CHART IS FOR WINDOW
SIZE ONLY. COORDINATE WINDOW MASONRY OPENING W/ WINDOW MANUF. SPECIFICATION. CONTRACTOR
TO SUBMITT MANUF. SPECIFICATIONS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION AND
INSTALLATION OF WINDOWS.
DOOR SCHEDULE
MK.
SIZE
TYPE I
FRAME
FIN.
THRHLD
REMARKS
1
" M
11 3/4 X80 XSIDELIGHTS
FRENCH /SIDELIGHTS
METAL
ESP
WHITE
ALUMINUM
THRESHOLD
IMPACT RESISTANT
2
11 3/4 1X80"
FRENCH SWING
METAL
Ems'
ALUMINUM
IMPACT RESISTANT
WHITE
THRESHOLD
O
11 3/4 "X80"
FRENCH SWING
METAL
E$P
ALUMINUM
IMPACT RESISTANT
WHITE
THRESHOLD
O
11 3/4 "X80 "XSIDELIGHTS
FRENCH /SIDELIGHTS
METAL
ESP
IMPACT RESISTANT
WHIT
WHITE
THRESHOLD
THRESHOLD
GESPOj
11 3/4 "X80"
FRENCH SWIN66
METAL
ALUMINUM
IMPACT RESISTANT
WHITE
THRESHOLD
6
11 3/4'X80"
FRENCH SLUING
METAL
ESP
ALUMINUM
IMPACT RESISTANT
WHITE
THRESHOLD
O
31 1/2 "X19 3/4"
FRENCH SWIWa
METAL
ESP
WHITE
ALUMINUM
THRESHOLD
IMPACT RESISTANT
POCKET DOOR
WOOD
STAIN
SCHEDULED NOTE:
ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX NOT
GREATER THAN 200 PER R 302 9.1 AND A SMOKE DEVELOPED INDEX NOT
GREATER THAN 450 AS PER R 302.91
ON DOORS 1 AND 4 REFER TO PLAN FOR DOOR AND SIDELIGHT
CONFIGURATION MASONRY OPENING TO REMAIN. MANUF. TO ADJUST DOORS
AND SIDELIGHTS.
TYPICAL GLAZING SAFE -GUARD NOTE:
ANY AND ALL GLAZED OPENNGS WIDER THAN 30 "�OR
LESS THAN 42" ABOVE FINISH FLOOR SHALL BE
- — PROVIDED WITH SAFETY LAMINATED GLAZNG TESTED BY
AN ACCREDITED LAB. SATISFYING THE REQUIREMENTS
O O O UNDER ANSI 2S SAFEGUARDS OF THE FBG. AND COMPLYNG
WITH ANSI 291.1 -1984, USING A 400 FT -LB 1542NM) ENERGY
0 IMPACT. THIS SUPERSEDES ALL SPECIFICATIONS AND
NOTES.
DOUBLE SWING THE EGRESS WINDOW $HALL BE OPERABLE FROM ,THE
ALUM/CsLASS DOOR INSIDE WHIT OUT THE USE OF TOOLS AND PROVIDING
CLEAR OPENING OF NO LESS THAN 20" N WIDTH, 24" IN
HEIGHT AN 5.1 SQPT. N AREA. THE BOTTOM OF THE
SCHEDULED OPENING SHALL NOT BE MORE THAN 44. OF THE FLOOR
/ THE MODE OF OPERATION SHALL NOT REQUIRE THE USE ;.
/ OF A KEY TOOL, SPECIAL KNOWLEDGE OR EFFORT TO TO
/ MAKE AVAILABLE THE REQUIRED CLEAR OPENING AND
/ NO PART OF THE MECHANISM $HALL BE PLACED HIGHER
/ THAN 54" ABOVE THE FINISH FLOOR
\ 41P
WINDCW/DOOR AND GLASS MANUFACTURER TO SUBMIT
SHOP DWGS CALCULATIONS AND NOA APPROVAL TO
TOP OF SLAB ARCHITECT PRIOR TO FABRICATION AND INSTALLATION
OF ALL FIXED GLASS, WINDOWS AND GLASS DOORS
O
PROJECT:
':REMODELING AND WINDOW
,RE�&ACEMENT TO THE RESIDENCE C
SIJE MCHOM
6585 SW 69 AVENUE
SOUTH MIAMI FL
OWNER:
SUE NICHOLS
6585 SW 69 AVENUE
SOUTH MIAMI FL
(305) 558 -4663
EMII.IO JOSE AGRENOT
ARCHrrECrURE
P. A.
6625 MIQ& LMM DRIVE
MIAMI LADS SUITE 238
MIAMI, FLORIDA 33014
TELEPHONE (" 594 3961
EAGRENOTOBELLSOUTH.NE
AR 00Lg11
AA 003254
DATE : 11-11 -12
AS SHOWN JOB NO. 1210
DRAWN : L.F.J
UFUCHECKED : E.J.A.
O. 6' T 2' 3'
REVISIONS
❑ For Construction Review Set
El Not for Construction Office Set
Bid Set C] Record Set
All designs, details and drawings Indicated and
represented are for use on and in conjunction
with the specified project the designs and
drawings are the properly of the Architect
and shall not be reproduced in whole
or in part without the written permision of
Emilio Jose Agrenot Architect. P.A.
DESCRIPTION :
WINDOW AND DOOR
SCHEDULES
A -5.0
e