10-151-007a
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PRODUCT APPROVED WINDOW
AS PER SCHEDULE
1"x P.T. WOOD BUCK CONT. AT
ROUGH OPENING W/ SILICONE
CAULK ALONG EDGES/ BOTH SIDES
WINDOW ATTACHED THROUGH WD
BUCK INTO CONIC AS PER
PRODUCT APPROVAL DATA.
ATTACH 1"x BUCK W/ 1/41' TAPCONS W/
1-3/4" EMBED. SPACE 4" FROM EA. END
t 12" O.G. THEREAFTER
TYP DOOR BUCK DETAIL
SCALE: 1-1/2" = 1'-0"
4
STUCCO a .
FINISH 1"x P.T. WOOD BUCK CONT. AT
c ROUGH OPENING W/ SILICONE
CAULK ALONG EDGES/ BOTH SIDES
ATTACH 1 "x BUCK W/ 1/4" TAPCONS W/
a 1-3/411 EMBED. SPACE 4" FROM EA. END
•Q
d t 12" O.G. THEREAFTER
SEALANT
1 x 3 P.T. WD. FURRING STRIP
CORNER BEAD
HOLLOW METAL JAMB
DOOR `.� FRAME ATTACHED THROUGH WD
`�•. BUCK INTO CONC AS PER
PRODUCT APPROVAL DATA.
TYP WINDOW BUCK DETAIL
SCALE: 1-1/2" = 1'-0"
a
I
St
MIN 1/2" GYP BD
tY
,
W/ 1-1/411 SCREWS
O
6" O.0 AT EDGES
cq
+� 12" O.C. FIELD
to
PROVID 2"x6" BLOCKING.
! 20 GA MTL STUDS a 1611
O.G. AT LL WALL HUNG
FIXTURE / ITEMS
SCALE: 3/4" = 1'-0"
CONT 25 GA TOP
RUNNER SECURED WITH
1-1/4" SCREWS 0 24"O.C.
TO FURRING.
25 GA MTL STUDS
A 24" O.C. MAX
CONT 25 GA BOTTOM
RUNNER SECURED WITH
POWDER DRIVEN PINS a 2411O.C.
NO. DOOR SCHEDULE
DO
RS
• DENOTES COMPOSITION,
FINISH AND HARDWARE
SIZE
COMPOSITION
FINISH
HARDWARE
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ANY EXTERIOR DOOR TO BE PRODUCT
O
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U
a
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>-
w
APPROVED. ANY GLAZING IN EXTERIOR
Z
_
O
ODOORS
TO BE IMPACT RESIST GLASS.
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3:-4
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REMARKS
1
2'-811
6'-8"
-1
•
•
•
SWING DOOR RAISED PANEL
2
2'-411
6'-811
-1
•
1 SWING DOOR RAISED PANEL
3
2'-011
6'-8"
-
•
•
•
SWING DOOR RAISED PANEL
4
2'-411
6'-8"
-
•
•
•
SWING DOOR FULL LOUVER
5
2-2'-411
(o'-8"
-
•
•
BY PASS DOORS RAISED PANEL
6
2'-411
(01-811
-
•
•
•
POCKET DOOR RAISED PANEL
NOTE:
1) EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN DOOR FROM
INSIDE OF CLOSET.
2) EVERY BATH DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM OUTSIDE DURING
AN EMERGENCY WHEN LOCKED.
3) EVERY HALLWAY DOOR SHALL HAVE PASSAGE TYPE LOCKSET
4) ALL SHOWER/ TUB DOORS TO COMPLY W/ FEDERAL STANDARD 16 CFR 1201. GLAZING
TO BE CATEGORY it, CAPABLE TO WITHSTAND A 4001-13. IMPACT.
N� WINDOW SCHEDULE
WINDOWS
• DENOTES COMPOSITION,
FINISH AND HARDWARE
DESIGNATION
TYPE
FINISH
GLASS
z
a
IV
ALL WINDOWS TO HAVE PRODUCT APPROVED
O
o
a
w w
fK
.q
(C
IMPACT RESIST. GLASS.
a
m i
z
u
O
REMARKS
d
u-
A
53" x 50"
•
•
•
TINTED GLASS
B
31" x 50"
•
•
•
TINTED GLASS
C
26-1/2" x 38"
•
•
•
TINTED GLASS
D
1411 x 50"
•
•
•
TINTED GLASS
SAFETY GLAZING NOTE:
WHERE NOTED ON WIND. SCHEDULE 4 PLAN, GLAZING TO COMPLY W/ FEDERAL STANDARD 16
CFR 1201. GLAZING TO BE CATEGORY It, CAPABLE TO WITHSTAND A 4001-15. IMPACT.
ASPHALT SHINGLE ROOF THROUGHOUT ON 5/8 CDX MATC3 12
PLYWOOD NAILED AS PER STRUCT. DWG'S. EXIST 400'1PROVIDE 300
SHANK NAILS WELT BASE SHEET /12 GA 32 GA. INGAPS a12" O.C.OG.4I NG CV.IF.)
6" O.C.
AT LAPS.
I*?Y?00si 1 o to
- - - - - - - - - - - - - - - - - - - - )�Z .
T.O.B. - SEE ELEVATIONS
2"x WOOD FASCIA
L
MATCH EXIST WIDTHI
WITH 26 GA GALV DRIP
L'�____._ 5/8" GYP BD ON 1" X 3" FURR. 24" O.G.
I
W/ P'x2" P.T. BLOCKING
4
MIN R-30 INSULATION
PAINTED PLYWOOD SOFFIT +/-24„
W/ 8D NAILS a 6" O.G. TO
1'X4" PT WD STOP
TRUSSES W/ CONT 2" VENT. MATCH EXIST
521 SF ADDITION x .006-i=
I" x 2" P.T. FURR. WITH GALV T-NAILS 12" O.C.
35 SF OF VENTREQUIRED.
WITH 5/8" GYP BD. AND R-4.1 FOIL INSUL.
CONT 2" VENT x 15 LF.= 12 SF
OF VENT AREA PROVIDED.
1"X4" P.T. FIRE STOP AT
MAX 8'-0" AFF FOR WALLS OVER 8' HIGH
5/8" STUCCO FINISH ON
CMU TO MATCH EXIST
G.C. TO PROVIDE A CERTIFICATE OF COMPLIANCE
FOR THE TREATMENT FOR THE PROTECTION OF
SUBTERRANEAN TERMITES. CERTIFICATE TO BE
NOTE: ALL FINISHES SELECTED
BY A LICENSED PEST CONTROL COMPANY THAT
BY OWNER 4 GEN CONTRACTOR
CONTAINS THE FOLLOWING STATEMENTi "THE BLDG
HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT
CONT EXPANSION JT MAT'L
IS IN ACCORDANCE WITH THE RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPT. OF
CONC SLAB AS PER STRUCT PLANS
AGRICULTURE AND CONSUMER SERVICES"
WITH MIN b MIL VAPOR BARRIER
PROVIDE CERTIFICATE AT TIME OF SLAB INSPECTION.
FIN FL. ELEV.= 0'-011
INSTALL PERMANENT SIGN AT ELEC PANEL LISTING
`.
TERMITE TREATMENT PROVIDER RE -INSPECTION
Q x x SEE PLAN
DATE AND CONTRACT RE-NEWAL.
EXIST FIN GRADE
I
COMPACTED FILL W/ MIN
S5% DRY DENSITY. PROVIDE "y OF
SOUTH MIA
SOIL DENSITY REPORT BUILDING D
I �T
. EPT,
a
e v a Q'TtElCTtl L SECi(C1i1t
0' v' ' • R( VED gY°
FTG PER STRUCT DWG'S
WALL
SECTION
1
SCALE:
3/4" = 1'-0"