HomeMy WebLinkAboutREVISION PAGE 4, ISLAND VILLAGESEE BEAM LEGEND THIS SHEET
5/8" STUCCO
INSTALL SEALANT BETWEEN -
CONCRETE t BUCK TO SEAL
ALL VOIDS
PERIMETER CAULKING
(CAULKING TO MATCH
DOOR FRAME COLOR)
I" X 8" BORATE -TREATED
P.T. BUCK ATTACHED TO
CONCRETE W/ 1/4" X 4"
TAPCONS (SPACING PER
MANUFACTURER)
TYPICAL
R-4,1 FY-FOIL INSULATION
i" X 2" P.T. FURRING
STRIPS 9 16" 0/C
5/8" DRYWALL
DOOR TRIM
1" X 4" P.T. NAILER
ALUMINUM THRESHOLD
1-3/4" SOLID CORE DOOR
OR ALUMINUM STOREFRONT
DOOR
POURED CONCRETE BLOCK
CELL W/ I - 05 BAR AT EACH
SIDE OF JAMB (NOT SHOWN)
CONCRETE DOOR DETAIL
1 It = 1-O"
FLASHING NOTE -
ALL OPENINCsS SHALL BE FLASHED WITH VULKEM 116
BY TREMCO (OR EQUAL) FOR BEADS AROUND OPENINGS.
THE SEALANT SHOULD EXHIBIT A MIN. SURFACE CONTACT
AREA OF 114" ONTO SUBSTRATE
SEE BEAM LEGEND THIS SHEET
5/8" STUCCO
INSTALL SEALANT BETWEEN —
CONCRETE t BUCK TO SEAL
ALL VOIDS
PERIMETER CAULKING
(CAULKING TO MATCH
WINDOW FRAME COLOR)
I" X 6" BORATE -TREATED
P,T, BUCK ATTACHED TO
CONCRETE W/ 1/4" X 4"
TAPCONS (SPACING PER
MANUFACTURER)
PERIMETER CAULKING '
(CAULKING TO MATCH
WINDOW FRAME COLOR)
FORMED t POURED
CONCRETE SILL WITH I - 05
BAR CONTINUOUS I
5/8" STUCCO
&'I X 16" C,M.U. COURSES
O"
R-4,1 FY-FOIL INSULATION
1" X 2" P.T. FURRING
STRIPS a 16" O/G
5/8" DRYWALL
WINDOW TRIM
1" X 4" P.T. NAILER
IMPACT RATED WINDOW UNIT
WOOD WINDOW SILL t TRIM
1" X 4" P.T. NAILER
5/8" DRYWALL
I" X 2" 111 FURRING
STRIPS a 16" 0/C
R-4.1 FY-FOIL INSULATION
TYPICAL
CONCRETE WINDOW DETAIL
11 = it-011
nn
FIBERGsLA-65 SHINGLES ON 30" FELT OVER 5/8"
CDX PLYWOOD ON PRE-ENGINEERED WOOD —
TRUSSES 4 24" 0/C (TYPICAL)
BEARING HT,
i
+ 6' 8" F,F.E.
BEAM t WINDOW HT.24" (.
OH
5/8" SMOOTH STUCCO ON S" X 16"
CONCRETE BLOCK W/ POURED
BLOCK CELLS ® 48" O/C MAXIMUM
AND AT ALL WINDOWS, DOORS t
CORNERS W/ 1 - 05 BAR DOWELED TO
FOOTING AND HOOKED TO BEAM y
3/4" X 8" RECESS FOR WATER
STOP
+ O'-O" F,F,E.
-------
8" X 12" THICKENED EDGE
W/ I - •5 BAR CONTINUOUS
FINISH GRADE
14 _._
24" WIDE X 14" DEEP THICKENED---'
EDGE W/ 3 - 05 BARS CONTINUOUS
t PALM BEACH CHAIRS c 32" O/C
B-1 1
B-1
B-1
a
Q
IZ
-
,
f
Q
_Q
B-1
'I
fe 1
B-2
�n
�d
FULL;
SIAIP
B-1
I
---e 1
B-2
O !
B-1
B1
AB1 A
-B2
n d 5-1
2
R-30 BATT. INSULATION
SIMPSON HETAI6 EMBEDDED 4" IN
CONCRETE BEAM t NAILED TO TRUSS
WITH (9) IOd X 1/2" NAILS
TWO COURSES CONCRETE FILLED y^
BEAM BLOCK W/ I - 01 BAR u
CONTINUOUS
z
z
ul
0
`t`
0
BASE TRIM
4" THICK 3,000
CONCRETE SLAB W/ 6X6
10/I0 W.W.F. OR FIBERMESH If
8" X 16" CONCRETE BLOCK (COURSES
AS REQ'D) CONCRETE FILL ALL CELLS t
I - 05 BAR DOWELED TO FOOTING t
HOOKED TO THICKENED SLAB EDGE AT
48" O/C MAXIMUM
05 DOWEL WITH 10" HOOK
A TYPICAL
4 1/2" = I'-O"
12
4
MIN. 3/8" C,D.X, PLYWOOD
CEILING W/ I" X 4" BATTENS TO
COVER THE SEAMS
1/2" DRYWALL ON I" X 2" P.T,
FURRING STRIPS AT 16" O/C
ON R-4,1 FY-FOIL INSULATION
VISQUEEN VAPOR BARRIER-J
CLEAN t COMPACTED, —
TERMITE -TREATED FILL WITH
2,500 P,S,R SOIL BEARING
SECTION
ROOF FRAMING 4
TIE 5EAM FLAN
LAYOUT t FRAMING DATA
ROOF SLOPE: ASSUMED 4/12
CEILING:
FLAT
LOADING: 55 P.S,F,
OVERHANGS:
24"
TAILS: SQEj
PLUMB
QX
HEEL HEIGHT:
STANDARD
NOTES:
THIS LAYOUT 15 FOR BEARING DETERMINATION FEASIBILITY t
ARCHITECTURAL AID
TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT,
SPANS < ALL TRUSS t NEApER ENGINEERING
ANCHOR LEGEND
MARK
O
MAXIMUM
ALLOWED
UPLIFT
SIMPSON
MODEL
NUMBER
QUANTITY, SIZE t TYPE
OF ANCHORAGE REQUIRED
A
1 8 1 0
HETAI6
9- IOd x 1 1/2"
GALVANIZED METAL FLASHING OVER
1" X 2" P.T. DRIP EDGE OVER 2" X 8"
FASCIA W/ GUTTER (MATCH EXISTING)
PAINTED 1/2" WOOD SOFFIT ON 2" X 4"
FRAMING AT 24" O/C
DBL, 2" X 10" P.T. LEDGER W/ 55 5/8" CARRIAGE
BOLT THROUGH 4" X 4" P.T, POST
P.T. 2" X 6" HANDRAIL SLOPED TOP
P,T, 2" X 4" RAIL BOTH SIDES TOP t
BOTTOM OF Fi 2" X 2" PICKETS WITH
MAX. 4" BETWEEN
4" X 4" P.T. WOOD POST VERT.
SUPPORT AT +/- 48"
2" X 6" P.T. WOOD DECKING OVER 2" X 10"
P.T. FLOOR JOISTS AT 24" O/C W/ SIMPSON
LUC210Z AT EACH END
2" X 10" P.T. LEDGER W/ 5/5" WEDGE
ANCHOR AT 32" O/C STAGGERED
4" X 4" 111 WOOD POST
W/ SIMPSON A5U44Z (SS)
NEW FOUNDATION j EXISTING CONCRETE POOL DECK EXISTING _
PAYERS
NAILING SCHEDULE
---- -
ITEM
NAIL
SIZE
! EDGE
f SPACINGS
NAIL
SPACING'
NOTES
5/8" CDX ROOF SHEATHING
8 d
6" O/C
6° O/C
GLUE ALL PLYWOOD
WITHIN 4' OF ROOF
EDGE
5/8" CDX ROOF SHEATHING
8 d
4" O/C
6" O/C
i 8'-O" FROM GABLE
END TO ROOF EDGE
1/2" CDX ROOF SHEATHING
8 d
6" O/C
6" O/C
- --
3/4" T t G FLOOR SHEATHING
1 0 d
to' O/C
6' O/C
GLUE ALL PLYWOOD
(PL400 OR EQUAL)
STUD TO 2 IfX 12" HEADER
I �' d
3 PER HEADER PLY
BASE SHEET NAILING 6" O/C
18" t 111'
ROOF SHEATHING USE 8d RING SHANK NAILS
BEAM LEGEND
CONCRETE FILL
CONCRETE FILL
Di BEAM BLOCK W/
BEAM BLOCK W/
1-5 BAR EACH CONT,
1 +5 BAR CONT,
+0
e" - 2` UPSET
PRE - CAST LINTEL
W/ I '5 BAR CONT,
WINDOW OR DOOR
B-1
8-2
'
G�
pia
Oio
LL
w;
o
:6
o
O
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W
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REVISIONS
04 DEC 19
09. JAN 20
2 5 APR 20
21 MAY 20
2 S XN 20
2 2 .AIL 20
2 OCT I S