13-12-002WINDOW
SCHEDULE
MARK
STAND.
WIDTH
HEIGHT
TYPE
FRAME
REMARKS
A
SH 34
53 -1/8"
50 -5/8"
SINGLE HUNG
ALUMINUM
WHITE E.S.P. FINISH
B
SH 1/2 32
27"
26"
SINGLE HUNG
ALUMINUM
WHITE E.S.P. FINISH
NOTES:
1 - PROVIDE HURRICANE SHUTTERS OR IMPACT GLAZING TO COMPLY W/ FBC
2 - PROVIDE TRANSLUCENT GLAZING AT BATHROOM WINDOWS.
DOOR SCHEDULE
MARK
WIDTH
F EK14T
THCK
TYPE
DESCRIPMN
REMARKS
SET
1
00(2)
— 3' -0"
C.TILE
1 -3/4"
SWING
ALUM. / FRENCH
WHITE E.S.P. FINISH
CAT. II SAFETY GLASS
02
3' —O"
6' -8"
1 -3/4"
SWING
METAL H.C.
INSULATED
03
2' -6"
6' -8"
—3/8"
SWING
WOOD H.C.
04
2' -0"
6' -8"
--
SWING
SHOWER GLASS
CAT. II SAFETY GLASS
7' -0"
5' -9"
Q
16' -4"
7' -7"
�o
NO
3' -1"
I—LUUK rL/`-XIN REMOVABLE PER DADS COUNTY
&CAL-E 1/4' - T-O' FIBERGLASS SCREEN BURGLARY PREY.
ORDINANCE
CONT. SILICONE
SEALANT BEAD MARBLE SILL
R [111M FINISH SCHEDULE
AREA
FLOOR
BASE
WALL
CEILING
HEIGHT
WEINSCOT
- BATHROOM
C.TILE
C.TILE
D.WALL
D.WALL
8' -2'
- --
- W.I.C.
WOOD
WOOD
D.WALL
D.WALL
8' -2'
- --
1 "X4" P.T. WOOD
3 —COAT STUCCO a NAILER AROUND
FINISH OPENING
8 "x 8 "CONIC. SILL 1/2" GYP. BOARD
W 2)# 5 REBAR ON 1X2 P.T.
FURRING
NOTE R-4.1 INSULATION
SILICONE CAU BETWEEN FURRING
ENTIRE PERIMELEKER
■� ►:
1�mff
WINDOW SILL ON MASONR-Y
@ WINDOW
LEGEND
EXIST. CMU WALL
EXIST NC. BLK. WALL TO BE
REMOVED.
NEW 8" CONCRETE BLOCK W /J9
LADDER TYPE MASONRY REINFORCEMENT
Q 0 EVERY SECOND COURSE VERTICALLY
(TYP.) & 1 # 5 VERT. @ 48" O.C.,
AT EACH CORNERS& AT BOTH SIDE
OF OPENING IN CONC. FILLED CELLS
EXIST. INTERIOR PARTITION
NEW INTERIOR PARTITION W/
2X4 WD. STUDS AT 24" O.C.
W/ 1/2" GYP. BD. EACH SIDE.
NOTE: ALL EXTERIOR WINDOWS SHALL BE PROVIDED
WITH EITHER IMPACT GLASS OR HURRICANE
SHUTTERS AS PER F.B.C. 2010
NOTE: CONTRACTOR TO PREPARE AND PROVIDE
CERTIFIED SOIL TREATMENT PRIOR TO POURING
OF SLAB. SUBMITTAL OF THE CERTIFICATE
OF COMPLIANCE TO THE BUILDING DEPARTMENT
FOR TERMITE PROTECTION IS REQ'D BY FBC 2010
NOTE: FIRESTOPS REQUIRED AT ALL WALLS AND PARTITIONS
TO CUT OFF DRAFT OPENINGS AS PER FBC
2010 EDITION.
NOTE: WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD
CLASSIFICATION OF NOT GREATER THAN 200, AS PER FBC R315.1.
INSULATION MATERIALS INSTALLED WITHIN FLOOR- CLNG., ROOF= CLNG.,
WALL ASSEMBLIES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX
INDEX NOT TODEXCEED 450 AN ACCOMPANYING FBC�316. SMOKE DEVELOPED
THESE PLANS, DOCUMENTS & CALCULATIONS
ARE BEING PREPARED IN COMPLIANCE WITH
THE FBC 2010 BUILDING CODE.
WINDOW D■■- NOTEt.
NEW EXTERIOR WINDOWS 0
DOORS TO BE IMPACT
DADCOUNTY
APPROVED TYPE & TO C
UNDER SEPERATE PERMIT,
BURGLAR INTRUSION REQUIREMENTS
OF SOUTH IlilAi i
AIL ING DEPT.
�:- " - „C T i SAL. SECTION
. e
1. LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE
OF 30 0 POUNDS APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE
WITH RESISTANCE STANDARDS SET FORTH IN METRO CODE 8C OF THE SOUTH
FLORIDA BUILDING CODE.
2. ALL SINGLE EXTERIOR SWING DOOR SHALL HAVE A LOCK TO BE KEY OPERATED
FROM EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OF LOCKING
COMBINATIONS. IF KEY —IN —THE —KNOB LOCKED IS USED, THERE SHALL BE AN
AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. (APPLIES ALSO
TO GARAGE).
3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME
LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE
LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE —POINT LOCKS WITH
5/8” MIN. THROW BOLTS WITH INSERTS.
4. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON — EXPOSED
SCREWS. EXPOSED PINS SHALL NOT BE REMOVABLE.
5. SINGLE, SWINGING, EXTERIOR DOORS, SHALL BE SOLID CORE OF NOT LESS
THAN 1 -3/8" THICK.
6. GLASS IN EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL
STANDARD INSTITUTES Z97.1.
7. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLASSING WITHIN 40" OF
THE INSIDE DOCKING ACTIVATING SERVICE OF LOCKS AND SWINGING GLASS
DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARD INSTITUTES Z97.1
OR FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A SCOPE OR VISION
PANEL
CLOSET AND BATHROOM DOOR LOCK NOTES,
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN
THE DOOR FROM INSIDE THE CLOSET.
EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM
THE OUTSIDE DURING EMERGENCY WHEN LOCKED AS REQUIRED BY NFPA
21-223.
TOILET ROOMS FLOORS AND BASES SHALL BE CONSTRUCTED OF IMPERVIOUS MATERIALS
1#5 REBAR IN CONC. FILLED CELL
® 48" O /C, AT BOTH SIDE OF
OPENINGS AND AT EACH CORNERS W/
MIN. 30" SPLICE (TYP. ALL OPENINGS
UNLESS OTHERWISE INDICATED)
8 "CONC. BLOCK WALL
SILICON SEALEANT AT ALL CONNECTIONS
1x4 P.T. BUCK
MTL FRAME FIXED GLASS
W/ 3/16" DIA. FLAT HEAD TAPCON WITH MIN,
EMBEDMENT OF 1 1/2- INTO MASONRY AT 4"
FROM EACH CORNER AND 15" O.C. MAX.
3/4" THICK FOIL BACK RIGID INSULATION
R -6 INBETWEEN 1x2 P.T. FURRING STRIPS 0—i
16" O.C. WITH 1/2" DRYWALL W/ PLASTIC
CORNER BEADS AT ALL OPENINGS.
TYPICAL WINDOW JAMB DETAIL
SCALE 3/4' = 1'0'
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DATE: DECEMBER 11, 2012
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DESIGN BY: MAV
JOB NO: 12 -12/87
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REVISIONS :
1:
2.-
3-
4-
5-
6-
DATE: DECEMBER 11, 2012
SCALE: SHOWN
DRAWN: MAV
DESIGN BY: MAV
JOB NO: 12 -12/87
0 a A
A-1
SBAL
REVISIONS :
1:
2.-
3-
4-
5-
6-
DATE: DECEMBER 11, 2012
SCALE: SHOWN
DRAWN: MAV
DESIGN BY: MAV
JOB NO: 12 -12/87
0 a A
A-1