17-483-03STUCCO
FINISH
SEALANT
DOOR
DOOR BUCK
nNo DOOR SCHEDULE
DOORS
• DENOTES COMPOSITION,
FINISH AND HARDWARE
SIZE
COMPOSITION
FINISH
HARDWARE
ALL EXTERIOR DOORS TO BE PRODUCT APPROVED
ANY GLAZING IN EXTERIOR DOORS TO BE
CAT II IMPACT RESIST GLASS. NO HURRICANE
p
4
SHUTTERS REQUIRED
p
Q
�O
=
z
zWz
p
p
O
W(D
NOTE- ALL GLAZING; TO MEET THE FOLLOWING,
13
U
?
z
q
}
U FACTOR- 1.06
p
N
w p
I
SHGC- 0.44
_
�O
u-
REMARKS
1
31-011
61-811
-
•
•
•
SWING DOOR- SINGLE LITE
2
6'-0"
6'-8"
-
•
•
•
SLIDING DOOR
3
81-011
(01-811
-
•
•
•
SLIDING DOOR
4
1 21-611
61-81'
-
•
•
•
SWING DOOR- SINGLE LITE
5
21-1011
61-81'
-
•
•
•
SWING DOOR- RAISED PANEL
(o
21-611 1
61-811
-
•
•
•
SWING DOOR- RAISED PANEL
1
121-011
11-011
-
•
•
•
segmented garage door
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 ii, CAPABLE TO WITHSTAND A 40OL5. IMPACT.
5) GLAZING IN SLIDING 4 SWING DOORS SHALL BE SAFETY GLAZING CAT. I IF LESS
THAN 9 S.F. OR CAT II IF GREATER THAN 9 SF. PER FBC R308.4.1
I
No. WINDOW SCHEDULE
WINDOWS
• DENOTES COMPOSITION,
FINISH AND HARDWARE
DESIGNATION
TYPE
FINISH
GLASS
ALL WINDOWS TO HAVE PRODUCT APPROVED IMPACT
z
RESIST GLASS. NO HURRICANI= -%-UTTERS REQUIRED
p
w
49
w
73
NOTE- ALL GLAZING TO MEET THE FOL' OWING:
Ap
n, U
LU
w
w z
q
N
U FACTOR- 1.06
z
SHGC- 0.44
i
0: J
U
,X
�
U
0
REMARKS
A
53" x 38"
•
•
•
TINTED GLASS
B
26" x 26"
•
•
•
TINTED GLASS
C
26" x 14"
•
•
•
TINTED GLASS
D
26" x 2611
•
•
•
TINTED GLASS
E
8411 x 51"
•
•
•
TINTED GLASS
F
4111 x 51"
•
•
•
TINTED GLASS
G
3111 x 2611
•
•
•
TINTED GLASS
SAFETY GLAZING NOTE:
WHERE NOTED ON WIND. SCHEDULE 4 PLAN, GLAZING TO COMPLY W/ FEDERAL STANDARD 16
CPR 1201. GLAZING TO BE CATEGORY 11, CAPABLE TO WITHSTAND A 40OL5. IMPACT.
GLAZING ADJACENT TO 4 WITHIN 24" OF A DOOR SHALL BE SAFETY GLAZING CAT II PER FBC R308.42
GLAZING WITHIN 601' OF FLOOR LEVEL IN WALLS SURROUNDING TUB OR SHOWER, 4 WITHIN 6011 HORIZONTALLY FROM TUB OR
SHOWER SHALL BE SAFETY GLAZING CAT I (CAT II IF GLAZED PANEL EXCEEDS 9 SF) PER FBC R306.4.5
1 "x P.T. WOOD BUCK CONT. AT
ROUGH OPENING W/ SILICONE
CAULK ALONG EDGES/ BOTH SIDES
ATTACH 1"x BUCK W/ CONC CUT NAILS
OR POWER DRIVEN NAILS TO
AMU ROUGH OPENING
1 x 3 P.T. WD. FURRING STRIP
CORNER BEAD
HOLLOW METAL JAMB
FRAME ATTACHED THROUGH WD
BUCK INTO GONG AS PER
PRODUCT APPROVAL DATA.
WINDOW BUCK
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 CMU/ GONG AS PER
PRODUCT APPROVAL DATA.
ATTACH 1 "x BUCK W/ CONC CUT
NAILS OR POWER DRIVEN NAILS
TO CMU/ CONIC ROUGH OPENING
WINDOW & DOOR BUCK DETAILS
P = +382 PSF
S=-41.6 PSF
NEW DO R IN
EXIST O ENING
P= +315 PSF
5=-40.8 PSF
P = +362 PSF
S= -49.8 PSF
NEW DOOR IN
EXIST OPENING
NEW D
OR IN
EXIST
OPENING
P = +40.1 PSF
S=-43B PSF
NEW WINDOW IN
EXIST OPENING
-------------------
NEW WINDOW IN
EXIST OPENING
P = +40.1 PSF
S=-43B PSF
---------------
P=+31B PS
S=-40.8 P:
5=-423 PSF
E
NEW DOOR
IN
EXIST CPENING
NEW DOOR IN
EXIST OPENING
P=+382 PSF
S=-41.6 PSF
P = +36.1 PSF \ \
S = - 42.1 PSF
/ NEW DOOR IN
/ EXIST OPENING
_1------------
SOUTH SIDE ELEVATION
SCALE: 1/4" = 1'-0"
NEW WINDOW IN
EXIST OPENING
P = +40.1 PSF
-------- 5 53/aP^F--------
NORTH SIDE ELEVATION
SCALE: 1/4" = V-0"
P = +40.1 PSF
S=-43B PSF
NEW WINDOW IN
EXIST OPENING
NEW WINDOW IN
EXIST OPENING
P = +40.1 PSF
P = +40.1 PSF
5 = -43B PSF
114GW W1114L/VW IIV
EXIST OPENING
REAR (WEST) ELEVATION
SCALE: 1/4" = V-0"
FRONT (EAST) ELEVATION
SCALE: 1/4" = V-0"
r�V OF S4UTH iAlA w
BUILDING DEPT•
StRUCYuRAi. SEGttON
REVISION BY i
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t"
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND/OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
VORIDA
OFF ,
,tom • d Fteardo,7
i
SEAL:
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P
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J
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103
0 0 W
2 Z U
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W
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W X x=
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a0606a rf)N
ATE:
r ■ .
MER
4/4/17
AS NOTED
SHEET NO.:
A-2
SCALE: 1/8" = V-0"