14-1273-002g!
0
-=f
PROVIDE 2" x 4" CONT. JAMB -
SUB- BLOCKING. IF DOOR IS HIGHER
THAN 8' 0" USE DBL. 2" x 4 ".
METAL OR WOOD PARTITION.
REFER TO TYP, INTERIOR
PARTITION FOR DESCRIPTION.
PROVIDE CONT. CAULK.
PROVIDE FINISH NAIL COUNTERSUNK
AND STAGGERED @ 6" O /C, PUTTY
AND SAND SMOOTH.
Y" GYP, WALL BOARD ON
PARTITION TYP. BOTH SIDES.
PROVIDE 2" x 4" WOOD SUB - BLOCKING
SCREWED 4 6" O/C MAX. AND ENDS ONTO
CONT. MTL. TRACK OR WOOD HEADER. REFER TO
TYP. INT. PARTITION FOR DESCRIPTION. PROVIDE
Y" SHIM SPACE TYP. AT JAMB AND HEAD
BETWEEN SUB - BLOCKING AND WOOD JAMB.
H EAD
1 I TYP. INT.
PROVIDE 1" x 4" R.T. WOOD BUCKS -
ATTACHED W/ I" DIA. TAPCON SCREWS
W/1 -3/4" EMBEDMENT 3" FROM
CORNERS & 12" O.C. THROUGHOUT ON
ALL (4) SIDES.
FILLED CELLS VERIFY IN FIELD
PROVIDE CONT. CAULKING. TYP.
1" x 6" FINISH WOOD JAMB
SCREWED TO SUB BLOCK AT 8"
O/C MAX. W/ MIN. 1 Y" SCREWS,
JAMB
NOTE: IF DOOR SPAN EXCEEDS 4' -0"
PROVIDE DBL. 2" x 4" SUB - BLOCKING.
TYP. WOOD CASING.
NOTE: PROVIDE CONTINUOUS CAULK AT
ALL CASING EDGES PRIOR TO PAINTING.
L. D ETAI L
PAINT ON %" STUCCO FINISH
OVER 8" CMU WALL. TYP.
I JAM B
ATTACH DOOR PER PRODUCT
APPROVAL
GWB ON 1" x 2" P.T.
V ��Q
MARK
FURRING 0 16" 0 /C.
° °
- MASONRY ROUGH
OPENING DIMENSION
WIDTH HEIGHT
MATERIAL
00
0040
WIND PRESSURE
MIN. DESIGN MIN. DESIGN MIN DESIGN
PZONE'(4 -) ZONE( 5 ) PRESS.(
PROVIDE CONTINUOUS CAULK
O
EGRESS
ESCAPE
AT ALL CASING EDGES PRIOR
o
° °Q
MATERIAL
TO PAINTING.
°
0
I
,
-
NOTE: BACKBED THE WOOD BUCK
� I
ALUM /GLS
WITH SEALANT BEFORE FASTENING
TYP. WOOD CASING.
-42.2 PSF
AND SET THE FRAME IN A BED OF
„
EXISTING
SEALANT ON ALL (4) SIDES. TYP.
ATTACH DOOR PER PRODUCT
YES
„
APPROVAL
102
,
'
- - - - - -- ,
2'- 8 "x6' -•8"
SWING DR.
PAINT ON %" STUCCO FINISH
SEE NOTE #11
WD /H.C.
OVER 8" CMU WALL. TYP.
PAINT
H EAD
EXISTING
TYP, EXT. DOOR
, r ;
INSTALL.
D ETAI L
3 -' NOT USED
PROVIDE 1 "x7 "x16 GA.
CORRUGATED TIE ANCHORS
AT 16" O.C. VERTICAL SPACING.
PROVIDE (2) 3/16 "0 TAPCON
W/ 1 -3/4" PENETRATION INTO
EXISTING CMU WALL EXTEND
TIE ANCHORS INTO NEW CMU, TYP.
G.C. TO FIELD VERIFY FILLED CELLS
AT EACH END OF EXISTING OPENING
NEW 8" CMU
INFILL WITH JOINT
JOINT REINF. AT
16" O.C. VERT.
SPACING.
`- EXIST. 8"
CMU WALL
4 1 MASONRY WALL DETAIL
PAINTED 1/2" DENSE- SHIELD OR EQUAL. WALL B-
AT WET AREAS AND CEILING ABOVE SHOWER TYP.
C. TILE . (FULL HT.) ON DENSHIELD W.B.
ATTACHED TO MTL STUDS . DENSHIELD W.B. SHALL
BE INSTALLED AS PER MANUF. SPEC.
TILE STYLE & FINSIH SHALL BE SELECTED BY
OWNER TYP,
SHOWER HEAD & CONTROLS SHALL BE INS;kLLE-9-
AS PER MANUF. SPECS. TO BE SELECTED BY
OWNER TYP.
4 "X4" CONC. CURB W/ 1
TILED SHOWER FLOOR SLOPED in/Fr, MIN.
TO DRAIN. TILE SHALL BE INSTALLED AS PER
MANUF. SPEC.
SHOWER RECEPTOR SHALL BE INSTALLED TO BE IN
COMPLIANCE W/ FBC 2010 RESIDENTIAL SECTION
P2709 TYP.
EXISTING SLAB
2" SAN. LINE TO EXIST
51 1 T r� .
4, -0„
D ETA I
T
Et
BRAKE FACE SHELL AND
INSTALL (2) #S VERT. GI
WALL SOLID
KNE
DOOR SCHEDULE
4' -0° MAX.
OPENING WIDTH
MARK
SIZE
------------------
- MASONRY ROUGH
OPENING DIMENSION
WIDTH HEIGHT
MATERIAL
-z= ---- - - - - --
' I
WIND PRESSURE
MIN. DESIGN MIN. DESIGN MIN DESIGN
PZONE'(4 -) ZONE( 5 ) PRESS.(
I
REMARK
EGRESS
ESCAPE
/SHUTTER
J� PR�JDUGf
j4GG'FPTANCI
V J V
i
MATERIAL
FINISH
101
I
,
FRENCH DR.
I
;
� I
ALUM /GLS
ALUM
ESP
-42.2 PSF
-51.2 PSF
„
EXISTING
KEY LOCK
SEE NOTE 9
YES
„
tl
- - - - - --
102
,
'
- - - - - -- ,
2'- 8 "x6' -•8"
SWING DR.
DADIF CO.
PROVIDE 1 "x7 "x16 GA.
CORRUGATED TIE ANCHORS
AT 16" O.C. VERTICAL SPACING.
PROVIDE (2) 3/16 "0 TAPCON
W/ 1 -3/4" PENETRATION INTO
EXISTING CMU WALL EXTEND
TIE ANCHORS INTO NEW CMU, TYP.
G.C. TO FIELD VERIFY FILLED CELLS
AT EACH END OF EXISTING OPENING
NEW 8" CMU
INFILL WITH JOINT
JOINT REINF. AT
16" O.C. VERT.
SPACING.
`- EXIST. 8"
CMU WALL
4 1 MASONRY WALL DETAIL
PAINTED 1/2" DENSE- SHIELD OR EQUAL. WALL B-
AT WET AREAS AND CEILING ABOVE SHOWER TYP.
C. TILE . (FULL HT.) ON DENSHIELD W.B.
ATTACHED TO MTL STUDS . DENSHIELD W.B. SHALL
BE INSTALLED AS PER MANUF. SPEC.
TILE STYLE & FINSIH SHALL BE SELECTED BY
OWNER TYP,
SHOWER HEAD & CONTROLS SHALL BE INS;kLLE-9-
AS PER MANUF. SPECS. TO BE SELECTED BY
OWNER TYP.
4 "X4" CONC. CURB W/ 1
TILED SHOWER FLOOR SLOPED in/Fr, MIN.
TO DRAIN. TILE SHALL BE INSTALLED AS PER
MANUF. SPEC.
SHOWER RECEPTOR SHALL BE INSTALLED TO BE IN
COMPLIANCE W/ FBC 2010 RESIDENTIAL SECTION
P2709 TYP.
EXISTING SLAB
2" SAN. LINE TO EXIST
51 1 T r� .
4, -0„
D ETA I
T
Et
BRAKE FACE SHELL AND
INSTALL (2) #S VERT. GI
WALL SOLID
KNE
DOOR SCHEDULE
MARK
MARK
SIZE
TYPE
- MASONRY ROUGH
OPENING DIMENSION
WIDTH HEIGHT
MATERIAL
FRAME
WIND PRESSURE
MIN. DESIGN MIN. DESIGN MIN DESIGN
PZONE'(4 -) ZONE( 5 ) PRESS.(
HDWR.
REMARK
EGRESS
ESCAPE
/SHUTTER
J� PR�JDUGf
j4GG'FPTANCI
V J V
i
MATERIAL
FINISH
101
1
(2)2_'-6"x6'-8"
FRENCH DR.
5' -4
EXIST.
ALUM /GLS
ALUM
ESP
-42.2 PSF
-51.2 PSF
-•38,8 PSF
EXISTING
KEY LOCK
SEE NOTE 9
YES
IMPACT
LADE CO.
102
1
2'- 8 "x6' -•8"
SWING DR.
DADIF CO.
SEE NOTE #11
WD /H.C.
WOOD
PAINT
H.R.
EXISTING
EXISTING
ALUM
PRIVACY
IMPACT
TINT
-42.2 PSF
-51.2 PSF
103
1
3'- 0 "x6' -8"
81-FOLD DR.
SEE NOTE #11
A3
WD /H.C.
37 "x 50 -5/8"
M.R.
EXISTING
EXISTING
ALUM
E.S.P..
FINGER PULL
TINT
--42.8 PSF
-52.2 PSF
+39.4 PSF
104
1
2'- 0 "x6' -8"
SWING DR.
A4
1
WD /H.C.
WOOD
PAINT
EXISTING
ALUM
E.S.P.
IMPACT
PRIVACY
-
-•53.6 PSF
+40.0 PSF
NO
105
1
2'- 6 "x6' -8"
SWING DR.
EXIST.
EXIST.
WD H,C.
WOOD
PAINT
ALUM
E.S.P.
IMPACT
TINT
PASSAGE
-51.5 PSF
+39.0 PSF
NO
IMPACT
106
1
(2)2'- 0 "x6' -8"
FRENCH DR.
EXIST.
EXIST.
ALUM /GLS
ALUM
ESP
-42.8 PSF
-51.2 PSF
-39.4 PSF
KEY LOCK
FROSTED GLASS
SEE NOTE #9
IMPACT
DADE CO.
107
3
2'- 6 "x6' --8"
SWING DR.
WD /H.C.
WOOD
PAINT
PRIVACY
108
1
(2)3'- 0 "x6' --8"
BI -FOLD DR.
WD /H.C.
FINGER PULL
109
1
2'- 6"x6'8"
SWING DR.
WD /H.C,
WOOD
PAINT
PASSAGE
-
E
DENOTES EXISTING
GENERAL NOTES:
1. PROPOSED EXTERIOR TYPE ALUMINUM FRENCH DOOR, TINT GLASS, IMPACT RESISTANT AS MANUFACTURED BY PGT OR APPROVED EQUAL,
2. GENERAL CONTRACTOR SHALL VERIFY WITH MANUFACTURER ALL ROUGH OPENINGS PRIOR TO START THE CONSTRUCTION.
3. ALL DOOR HARDWARE TO BE LEVER TYPE. FINISH TO BE SELECTED BY OWNER. TYPICAL.
4. SUBMIT MIAMI -DADE COUNTY PRODUCT APPROVAL FOR ALL EXTERIOR DOORS, PRIOR TO INSTALLATION.
5. GENERAL CONTRACTOR TO COORDINATE DOOR HEIGHT WITH AVAILABLE HEAD ROOM. -
6. SHOWER DOORS SHALL BE 2'--0" MIN, W/ CAT II SAFETY GLAZING.
7. GENERAL CONTRACTOR SHALL VERIFY EXIST. DOOR SIZES PRIOR TO START OF CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES, THE GENERAL CONTRACTOR SHALL BRING IT TO THE ARCHITECTS ATTENTION,
8. GENERAL CONTRACTOR SHALL VERIFY THAT ALL SIDES OF EXIST. EXTERIOR DOOR OPENINGS ARE FILLED SOLID W /GROUT. IF THEY ARE NOT FILLED W/ GROUT, CONTRACTOR SHALL FILL SOLID IN
ORDER TO MEET THE INTENT OF THE MANUF. NOA. TYPICAL.
9, a= 4' -6" (WITHIN 'a' DISTANCE FROM BUILDING OUTSIDE CORNERS USE ZONE 5, EVERYWHERE ELSE USE ZONE 4)
1*1
WINDOW SCHEDULE
MARK
SIZE
TYPE
MASONRY ROUGH
OPENING DIMENSION
FRAME
GLAZING
WIND PRESSURE
EGRESS /
ESCAPE
SHUTTER
PRODUCT
ACCEPTANCE
REMARKS
-
MIN. DESIGN
PRESS' (
ZONE 4
MIN. DESIGN
PRESS' (--
ZONE 5
MIN. DESIGN
) PRESS. ( + )
WIDTH
(INCHES}
HEIGHT
(INCHES)
MATERIAL
FINISH
GLASS
FINISH
Al
5
(2)37 "x5O -5/8"
H.R.
EXISTING
EXISTING
ALUM
E.S.P.
IMPACT
TINT
-42.8 PSF
-52.2 PSF
+39.4 PSF
YES
IMPACT
DADIF CO.
SEE NOTE #11
A2
2
(2)37 "x 63"
H.R.
EXISTING
EXISTING
ALUM
E.S.P.
IMPACT
TINT
-42.2 PSF
-51.2 PSF
+38.8 PSF
NO
IMPACT
DADS CO.
SEE NOTE #11
A3
1
37 "x 50 -5/8"
M.R.
EXISTING
EXISTING
ALUM
E.S.P..
IMPACT
TINT
--42.8 PSF
-52.2 PSF
+39.4 PSF
NO
IMPACT
DADE CO.
SEE NOTE #11
A4
1
37" x 26"
H.R.
EXISTING
EXISTING
ALUM
E.S.P.
IMPACT
TINT
-43.4 PSF
-•53.6 PSF
+40.0 PSF
NO
IMPACT
DADE CO.
SEE NOTES #4,10& 11
A5
2
(2)37-,, 61-1 2"
H.R-
EXISTING
EXISTING
ALUM
E.S.P.
IMPACT
TINT
-' 42.4 PSF
-51.5 PSF
+39.0 PSF
NO
IMPACT
DADE CO.
SEE NOTE #11
S.H. DENOTES SINGLE HUNG WINDOWS, H.R. DENOTES HORIZONTAL ROLLER WINDOWS
GENERAL N
1. ALL WINDOWS UNLESS OTHERWISE NOTED SHALL BE TYPE ALUMINUM, PRE - FINISHED (E.S.P.) WHITE. TINT GLASS, IMPACT RESISTANT AS MANUFACTURED BY PGT OR EQUAL APPROVED.
2. GENERAL CONTRACTOR SHALL VERIFY WITH MANUFACTURER ALL ROUGH OPENINGS PRIOR TO START THE CONSTRUCTION.
3. SUBMIT MIAMI -DADE COUNTY PRODUCT APPROVAL FOR ALL WINDOWS, PRIOR TO INSTALLATION.
4. ALL WINDOWS IN TUB OR SHOWER LOCATIONS SHALL BE CAT II SAFETY GLASS
5. ALL WINDOWS SHALL BE INSTALLED AS PER MANUF. PRODUCT APPROVAL /NOA. MANUF. PRODUCT APPROVAL INSTALLATION DETAIL SHALL SUPERCEDE WINDOW DETAIL ON ARCHITECTURAL PLANS TYP.
6. GENERAL CONTRACTOR SHALL VERIFY ALL EXIST. WINDOW SIZES PRIOR TO START OF CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES, THE GENERAL CONTRACTOR SHALL BRING IT TO THE
ARCHITECTS ATTENTION.
7. GENERAL CONTRACTOR SHALL VERIFY SHADING COEIFFICIENT ON ALL ENERGY CALCS PRIOR TO ORDERING WINDOWS.
8. GENERAL CONTRACTOR SHALL VERIFY THAT ALL SIDES OF EXIST. WINDOW OPENINGS ARE FILLED SOLID W /GROUT. IF THEY ARE NOT FILLED W/ GROUT, CONTRACTOR SHALL FILL SOLID IN ORDER
TO MEET THE INTENT OF THE MANUF. NOA. TYPICAL.
9. IT IS THE INTENT OF THE WINDOW OPENINGS TO REMAIN AS EXIST. & NOT MODIFIED U.O.N. TYP.
10. WINDOW SHALL BE FROSTED FOR PRIVACY
11. a= 4' -6" (WITHIN 'a' DISTANCE FROM BUILDING OUTSIDE CORNERS USE ZONE 5, EVERYWHERE ELSE USE ZONE 4)
� I WINDOW SCHEDUL
USE #4x0' -10" + 8" HOOK DOWELS
PLACE ON A 4' -0" SQ. GRID EPDXY
3" INTO EXIST. SLAB. MAINTAIN 2"
MIN. CLEAR COVER FROM THE TOP
OF NEW CONC, SLAB POUR. USE
SIMPSON SET -22 2 -PART EPDXY OR
EQUAL.
EXIST. FIN. SLAB ---�
I
NEW 10" THICK LIGHTWEIGHT
CONCRETE REINFORCED W/ 1.5 LEIS
PER CUBIC YARD OF FIBER MESH
REINFORCEMENT
SEAL: AR NO. ,95832
",_� fi
I
a
.I
I:. F
WHERE BEAMS AR NOT DESIGNATED OVER CMU WALL OPENINGS EPDXY DOWEL (2 }5 x 3' -0" EACH
PROVIDE 8" PRE CAST LINTEL BY "CAST- CRETE" MIAMI DADE SIDE OF OPENING, 5" EMBED,TYP,'`
N.O.A. No. 06-- 0222,01 MAX. LOAD CAPACITY = 2290. TOP & BOTT, A-3
MODIFIED OPENING IN EXIST, CMU WALL - NIiU SECONDARY POI OVER EXIST. SLAB _ ON GRADE
OF
8
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SEAL: AR NO. ,95832
",_� fi
I
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.I
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WHERE BEAMS AR NOT DESIGNATED OVER CMU WALL OPENINGS EPDXY DOWEL (2 }5 x 3' -0" EACH
PROVIDE 8" PRE CAST LINTEL BY "CAST- CRETE" MIAMI DADE SIDE OF OPENING, 5" EMBED,TYP,'`
N.O.A. No. 06-- 0222,01 MAX. LOAD CAPACITY = 2290. TOP & BOTT, A-3
MODIFIED OPENING IN EXIST, CMU WALL - NIiU SECONDARY POI OVER EXIST. SLAB _ ON GRADE
OF
8
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