10-557-0062 X 6 P.T. WOOD
ATTAGHED TO G(
W/ 4 1/2" X 1/2" D
BOLTS AT 24" 0.
(6" FROM TOP AI`
i • C i
SEE ELEVATION F
COL. (SEE FOUND
PLAN FOR SIZE /
WOOD DOOR STG" .
NOTE: ANCHOR GONN'S AS PER MANUF. SPECS.
1'/2 11
'WEEN TRUSSES
EACH END
TFJJSS BA.
- 1/2' GDX -PLWD
ATTIC ACCESS
)TTOM CHORD
R -19 INSULATION
' 18' MTL. HI -HATS
I6' O.G.
,4TED - 1/2' G.W.B.
WEATHER STRIP
AINTED WD. TRIM
GLUED AND NAILED
W/ 106 FINISH NAILS
6 8' C/C (4- 6IDES)
ATTIC
SCUTTLE DETAIL 11/2"
ATTIC, AGGESS SHALL HAVE A MIN. OF BO" OF VERTIGAL GLEARANGE.
METAL STUD
PARTITION DETAIL.
CEILING LINE (SEE PLAN
FOR CEILING HEIGHT)
35i8'TOP CHANNEL (25 GA)
SECURED TO TRUSS
W/ I1/2' DRYUJALL SCREW
X1/2' DRYWALL
EACH 51DE
3%' MTL. (25 GA)
STUDS e 24' O.G.
35 %' BOTTOM CHANNEL
(25 GA) SECURED TO
SLAB W/ 21/24 COIL NAILS
HILTI 6 IV O.C. MAX.
WOOD BASE
aggso
.•-
3/4'
NOTE: ANCHOR GONN'S AS PER MANUF. SPECS.
GONG. L
BEAM
STUCCO
1/2" GYPSUM WOOD BOARD
I X 4 PT. WOOD FURRING
I X 4 PT. WOOD BUCK
SET ON BEAD OF CAULK
1 /4 "(P X 2 I /2" LONG TAPGON
W/ A MIN. EMBEDMENT
OF 1 3/4" INTO GONG.
SPACED 6" FROM ENDS
4 BALANCE ® 12" O.G.
STAGGERED AND 1 1/4" MIN.
BUCK EDGE DISTANCE.
SEE DOOR PRODUCT
APPROVAL FOR ANCHOR
TYPE, SIZE, SPAGING AND
MINIMUM EMBEDMENT.
SEE FLOOR PLAN ON SHEET A -1
FOR DOOR DESIGNATION, AND DOOR
SCHEDULE ON SHEET A -2 FOR DOOR TYPE.
WOOD BRICK MOLDING
SEALANT
5TU660 FINISH
..,)AWINCGS FOR COLUMN TYPE AND RE1NF.
3 11=11-011
NaTE -,
VERIFY ALL EXTERIOR GLAZING
ROU&H OPENINC75 WITH
SELEGTED MANUFACTURER.
PERIMETER GAULKIING AND
BACK BEDDING
IR A
VINYL WEATHER
STRIPPING
PERIMETER GAU
8 BACK BEDDII
IAiJrl
51LL
Gf35 NINDON DETA
NOTE: ANCHOR GONN"S AS PER MANUF. SPECS.
ILS
1/4"(P X 2 1/2" LONG TAPGON
W/ A MIN. EMBEDMENT
OF 1 3/4" INTO GONG,
SPACED 6" FROM ENDS
4 BALANGE @ 12" O.G.
STAGGERED AND 1 1/4" MIN.
BUCK EDGE DISTANGE.
'I X 4 PT. WD. BLOCKING
SET ON BEAD OF CAULK
I X 4 PT. FURRING
V2" GYPSUM WOOD BOARD
1,2 " GYPSUM WOOD BOARD
GAULK
SEE WINDOW PRODUCT
APPROVAL FOR ANCHOR
TYPE, SIZE, SPACING AND
MINIMUM EMBEDMENT.
I X 4 PT. WD. BLOCKING
SET ON BEAD OF CAULK
GAULK I NG
SEE WINDOW PRODUCT
APPROVAL FOR ANCHOR
TYPE, 51 ZE, SPAGING AND
MINIMUM EMBEDMENT.
1 /4 "N X 2 1/2 " LONG TAPGON
W1 A MIN. EMBEDMENT
OF 1 3/4" INTO GONG.
SPACED 6" FROM ENDS
�$ BALANCE ® 12" O.G.
STAGGERED AND 1 1/4" MIN.
BUCK EDGE DISTANCE.
PERIMETER CAULKING AND
BACK BEDDING
31l�lli.
SNAP IN GLAZING
BEAD ( TYPICAL )
5EE WINDOW PRODUCT
APPROVAL FOR ANCHOR
TYPE, SIZE, SPACING AND
MINIMUM EMBEDMENT.
CAULK
MARBLE SILL
8" X &" GONT. SILL
W/ 2 #5 GOVT. & EXTENDED
INTO FG.
N.T.S.
NOTE
AS PER THE "NATIONAL DESIGN 5PECIFIGATIONFOR STRESS -GRADE LUMBER ", THE
FOLLOWING LUMBER WILL MEET THE CRITERIA:
# 2 YELLOW PINE (2" x 4 "5 $ 2" x 6 ")
# I HEM -FIR (2" x 8 "5 AND LARGER)
THE LUMBER SUPPLIER TO FURNISH A COPY OF THE STRESS -GRADE USED IN J055ITE.
GENERAL
NOTES
1.
FOUNDATION DESIGN 15 BASED ON A SOIL
12.
SUBMIT 3 SETS SHOP DRAWINGS FOR THE -- --
SURGL4RY SECURITY
BEARING CAPACITY OF 2,000 PSF. FILL
1.
ARCHITECTS REVIEW OF ALL ITEMS REQUIRING
SHALL BE COMPACTED TO q5% OPTIMUM
APPLIED IN ANY MOVABLE DIRECTION
FABRICATION. DO NOT FABRICATE UNTIL
2.
DENSITY AND FIELD TESTS SHALL BE TAKEN.
APPROVED.
2.
ALL REINFORCEMENT 5HALLBE 60,000 PSI
15•
CONCRETE:
MINIMUM YIELD NEW BILLET STEEL IN
THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS. SHALL HAVE SAME LOCKS AS
A- COMPRESSIVE STRENGTH OF GONGRETE AT 28 DAYS:
ACCORDANCE WITH ASTM A615 GRADE 60.
SLABS ON FILL __________ ______ 3000 P51
SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8' MINIMUM THROW BOLT WITH INSERTS.
ALL BAR LAPS SHALL HAVE A MINIMUM OF
4.
ALL OTHER POURED IN PLACE GONG- 3000 PSI
36 BAR DIAMETER PLACING OF
OR PIN NOT REMOVABLE OR OPERABLE FROM EXTERIOR AT THE JAMB, HEAD, SILL OR
GROUT --------- __----------- 3000 PSI
REINFORCEMENT SHALL CONFORM TO THE
AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS
LATEST AGI AND MANUAL OF STANDARD
14.
MINIMUM CONCRETE COVER OVER REINFORGING
PRACTICE CODES. USE CORNER BARS IN
ENTRY FROM OUTSIDE.
STEEL AS FOLLOWS:
5.
ALL FOUNDATION CORNERS TO MATCH
AND NON - EXPOSED SCREWS.
REINFORCEMENT SIZE AND SPAGING.
FOOTING 311
• ITS° OF SOUTH
6.
JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS BE RABBE:TTED, OR OF SIMILAR
COLUMNS 1 -1/2"
3.
ALL STRUCTURAL STEEL SHALL BE ASTM
BEAMS 1 -112 "
OF LOCKS AND LATCHES.
A -36 STEEL. ALL THRU -BOLTS SHALL BE
T
INTERIOR SLABS 3/4"
A5TM A -301 GRADE.
1 -3l8' THICK
EXPOSED SLABS 1 -1/2"
8.
GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS
15.
PROVIDE 12" HIGH WATER HAMMER ARRESTING
4.
ALL STRUCTURAL STEEL SHALL BE FREE OF
9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE INSIDE
CHAMBER AT EACH FIXTURE GROUP.
SCALE, RUST, OIL AND.OTHER DELETERIOUS
AMERICAN NATIONAL STANDARDS INSTITUTES STANDARD 291.1.
MATERIAL AND SHALL BE GOATED WITH RUST
E6.
CONTRACTOR. SHALL PROVIDE SEPERATE BIDS
INHIBITIVE PAINT.
FOR COPPER AND PVG WATER LINES.
5.
ALL TIMBER SHALL HAVE A MINIMUM FIBER
1-1.
ALL MATERIALS AND FIXTURES USED MUST
STRESS OF 1,250 F51 UNLESS OTHERWISE
EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A FORCE OF
BE BRAND NEW.
NOTED ON DRAWINGS.
11. FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION
CITY OF SOUTH s"��ir�t'4bS
18.
FIRE STOPS SHALL BE PROVIDED AROUND TOP,
6.
ALL TIMBER IN DIRECT CONTACT WITH STEEL
TR TURA E TION
BOTTOM, AND SIDES OF SLIDING DOOR
A DWELLING UNIT, HOTEL GUEST ROOM OR SUITE PROVIDED SUCH DEVICES ARE OPERABLE
OR CONCRETE SHALL BE PRE55URE TREATED,
POCKETS.
HAVE AN APPROVED SEPERATING, MATERIAL,
AS PER FBC (1026.4)
OR HAVE GALVANIZED ANCHOR SEAT.
Iq.
STRUCTURAL WOOD, SUCH AS 4 X 4'S OR
, ;b
�rw
4 X 65 SHALL BE DOUGLAS FIR. 2 X 4'S
i.
ALL °BEARING PARTITIONS SHALL BE SECURED
USED FOR STRUCTURAL WOOD P05T
TO ADJAGENT PARTITIONS, AND SHALL HAVE
COMPOSITE, YELLOW SOUTHERN PINE #2 OR
AT LEAST A 3 -5TUD P05T ALL ENDS AND
BETTER.
CORNERS AND AT EACH END OF WINDOW AND
DOOR OPENINGS.
20.
ALL ROOF JOISTS, TRU55ES, LOOKOUTS,
BEAMS AND GIRDERS SHALL BE SECURED
5.
ALL PARTITIONS GREATER THAN 10 FEET HIGH
WITH APPROVED METAL STRAPS, CLIPS AND
WITHOUT A LATERAL SUPPORT SHALL HAVE
ANCHORS AT CONNECTIONS.
DOUBLE 2 X 4 STUDS AT 16" O.G. (NAILED
TOGETHER WITH IOD NAILS AT 6" O.G)
21.
ROOF TRUSSES AND JOISTS SHALL BE
PROVIDED WITH PERMANENT GRO55 /LATERAL
q.
USE WA5HER5 AT ALL BOLTED TIMBER
AND ALL BRAGING REQUIRED TO RESIST
CONNECTIONS.
UPLIFT AND LATERAL FORCES.
10.
ALL BEARING WALL OPENINC75 SHALL HAVE
(2) 2 X 12 HEADERS (TYPICAL UNLESS
NOTED) WITH 112" PLYWOOD IN BETWEEN.
11.
COORDINATE ALL STRUCTURAL WORK WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR VERIFICATION OF LOCATIONS
DIMEN51ON5 OF ALL PROJECT REG2UIREMENT5.
NOTE
AS PER THE "NATIONAL DESIGN 5PECIFIGATIONFOR STRESS -GRADE LUMBER ", THE
FOLLOWING LUMBER WILL MEET THE CRITERIA:
# 2 YELLOW PINE (2" x 4 "5 $ 2" x 6 ")
# I HEM -FIR (2" x 8 "5 AND LARGER)
THE LUMBER SUPPLIER TO FURNISH A COPY OF THE STRESS -GRADE USED IN J055ITE.
OF s FLORIDA
ARCHrrECT
SILMO VAZQUEZ
DESIGNER
2W ALHAMISRA CIIRCLE
CORAL SLITE 405
GABLES
33M
TEL •
FAX r. 9t
ILJCEN� No.
AAOW2.900
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SHEET
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SHEET (o OF
MACHM-ARCH!"ll"ECT !
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SECURITY AND FORCED ENTRY
PREVENTION
SURGL4RY SECURITY
1.
ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS,
APPLIED IN ANY MOVABLE DIRECTION
2.
ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM
EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY
SINGLE DEAD BOLT WITH HARDENED BOLT INSERT.
3.
THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS. SHALL HAVE SAME LOCKS AS
REQUIRED FOR SINGLE EXTERIOR DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS
SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8' MINIMUM THROW BOLT WITH INSERTS.
4.
SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT
OR PIN NOT REMOVABLE OR OPERABLE FROM EXTERIOR AT THE JAMB, HEAD, SILL OR
AT MEETING MULLIONS, THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK
AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS
SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY
ENTRY FROM OUTSIDE.
5.
HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS,
AND NON - EXPOSED SCREWS.
• ITS° OF SOUTH
6.
JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS BE RABBE:TTED, OR OF SIMILAR
BUILDING
FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY
OF LOCKS AND LATCHES.
13UILDING = E TI tV
T
SINGLE, SWINGING, EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OF NOT LESS THAN
1 -3l8' THICK
8.
GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS
t.
INSTITUTE'S STANDARD 291.1.
7 -z--n
9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE INSIDE
LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH
AMERICAN NATIONAL STANDARDS INSTITUTES STANDARD 291.1.
10.
SLIDING GLASS DOORS AND WINDOWS SMALL BE INSTALLED AND CONSTRUCTED SO THAT NO
PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO
COMPLY WITH THE ARCHITECTURAL ALUMINUM MFGS. ASSOC. STANDARDS FOR FORGED
ENTRY RESISTANCE, AAMA 13033.
EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A FORCE OF
150 LB. APPLIED IN AN OPERABLE DIRECTION.
11. FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION
CITY OF SOUTH s"��ir�t'4bS
PANELS.
BUILDING T.
12.
A NIGHT LATCH, DEAD50LT OR SECURITY DEVICE MAY BE USED ON EXIT DOORS FROM
TR TURA E TION
A DWELLING UNIT, HOTEL GUEST ROOM OR SUITE PROVIDED SUCH DEVICES ARE OPERABLE
FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT AND THE
DEVICE IS MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES (1219 MM) ABOVE FINISH FLOOR
AS PER FBC (1026.4)
°j�'RQVE ly
, ;b
�rw
OF s FLORIDA
ARCHrrECT
SILMO VAZQUEZ
DESIGNER
2W ALHAMISRA CIIRCLE
CORAL SLITE 405
GABLES
33M
TEL •
FAX r. 9t
ILJCEN� No.
AAOW2.900
i
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SHEET
A -4
SHEET (o OF
MACHM-ARCH!"ll"ECT !
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