HomeMy WebLinkAboutbuilding planATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF. SPECS) —
COVER W/ STUCCO A
CAULK JOINTS
CONT, BEAD OF DAP
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ,
BEHIND FIN OR FLANGE 4
CONNECTION BETWEEN
WIN, FRAME 4 STUCCO.
ALUMINUM WINDOW
5/8" STUCCO
FINISH - MATCH EXIST.
See typical note
$,H,
STUCCO SOFFIT ON
HIGH -RIB P,B.
MTL LATH
O� '-5".FIN,. FL.
COMPOSITE OR
POURED CONCRETE
TIE -BEAM - SEE PLANS
ALIGN 2x6 P.T. BUCK W!
EDGE OF ELK. WALL 4
FINISH W/ 3/4" P.T. FUR
STRIPS 4 1/2" DRYWALL
COAT ENTIRE 61-K. OPN'G, W/ VULKEM
350 SEALANT FOR WINDOW FLA8HING
PER 2014 F,B.G. (5TH ED,) R703.8 (1.4) SET
2x6 P.T. WD. BUCKS IN BED OF VULKEM
116 LIQUID FLASHING OR EQ. SEALANT.
ANCHOR BUCKS TO CONIC, BM.,
SILL 4 WALLS W/ 1/4"x3 1/4" TAPCONe
(STAGGER) SPACE A 12" O.G. 4 W/I 3"
OF CORNERS. (MIN, 1 1/4" EMBED,)
COAT FACE AND RETURNS OF BUCKS
W/ VULKEM 350 SEALANT OR EQ. ATTACH
WINDOW THRU BUCK W/ 1/4" TAPCONS
AT EVERY HOLE OR PER MANUF. W/
1 1/4" MIN,
PER 2014 F,B.C, (5TH ED,) R/03,8 (1.4)
INSTALL PER FMA/AAMA 200-12
WINDOW INSTALLATION SPEC,
WOOD SILL W/ SKIRT TRIM _
VERIFY DESIGN W/ OWNER
6" MIN. POURED CONC, SILL
W/ 1 •5 BAR W/ 8" HOOK
BARB INTO FILLED GELLED
WALL BEYOND (TYP, ALL
WINDOWS)
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ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF. SPECS) j
COVER W/ STUCCO 4
CAULK JOINTS
CONT. BEAD OF DAP'
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ. '
BEHIND FIN OR FLANGE 4
CONNECTION BETWEEN i
WIN. FRAME 4 STUCCO, I
BEAM,,.
2 courses 8" H-Iblk, with 2 •5 bare
continous,. Install Simpson straps at
each truss, SEE FRAMING PLAN,
with seats. Concrete to be minimum
3000 psi,
1 1/2" BLOCK
RECESS (TYP,)
FOUNDATION,..
18"d x 16"w conc, mono, fte. w/ 2 05
bare cont. Slab to be 4" thick
with fiber -mix slab reinforcing
over 6 mil visqueen vapor barrier on
polsened well compacted clean fill.
FILLED BLOCK CELL OR
— POURED CONC. COL, -
SEE PLANS
5/8" drywall on telling
ALIGN 2x6 P.T, BUCK W/.
2x4 non -load bearing —
— EDGE OF ELK, WALL 4
wal I W/ etude at 16" o.G,
FINISH W/ 3/4" P.L. FUR
max, Nail drywall at "i"
STRIPS ! I/2" DRYWALL
O.C. Q edges 4 field,
2x6 P.T. WOOD BUCK
ANCHORED TO CONC. BEAM,
SILL 4 WALLS W/ 1/4"x3 1/4"
2x4 fire blocking
TAPCONS (STAGGER) SPACE
mid -span leer F,$.C,
a 12" O.C. 4 WITHIN 3" OF CORNERS.
(MIN. 1 1/4" EMBED.)
R302,11,1.1)
See typical note
on wall section at left
11'e" B,H,
10 4 BOT, OF BM,
0'-1 3/4" FIN, FL,
1/2" drywall on interior wal
GARAGE WjUj
This non -bearing type walassembly is per, F.B.C.F,B.C. R&02,5,
12
6
Engln, wd, trusses
5/8" Type "X" drywall on clg.
'2x4 dbl, top plate nailed
to truss w/ (2) IOd nails or
blk'g. 4s 24" o.c, w/ (2) iod
nails at bot, chord of trusses
1/2" type "X" drywall on
garage Interior walls.
2x4 IDA, sill plate w/
1/4"x3 1/2" Tapcons or
nails at 16" o.c,
Thickened edge - See
foundation plan
¶11j'GT /� jfij 3/4 =a 9/jT99
j�,JJJ,� J� ��(jNO� N-5EAR ING)
Embedded simpec
anchor - see roof
t ff. framing plan
5/8" STUCCO ON P.B. Hlrsw
RIB, MTL. LATH Cl- a'
2X FRAMING ON COL,
BEYOND TO CLG.
811x16" porch beam
See roof plan - beam schedule
COLUMN..,,
5/8" Stucco on 16"x16" cone,
block column with 4 *5 bare
Pressure treated full length Stud
against 8" x 16" column block, with
precut Stud adjacent. Attach both
etude to poured column block with
1/2" x 1" Redheads, or equal, at —
24" o.c„ Use Palm Beach County
3" x 3" x 1/4" steel washers at each
bolt.
t fl, framing plan
5/8" Drywall on ceiling
BEAM,,.
2 courses 8" H-blk, with 2 05 bare
continous., Install Simpson Straps at
each truss, SEE FRAMING PLAN,
with seats. Concrete to be minimum
3000 pal,
1 1/2" BLOCK
RECESS (TYP.)
FOUNDATION,,,
18"d x 16"w conc, mono, ftg, w/ 2 05
bars cont, Slab to be 4" thick
with fiber -mix slab reinforcing
over 6 mil visqueen vapor barrier on
poteened Well compacted clean fill,
e�
u
Hold Frame wall 1/2" inside column
blocks so that 1/2" cdx sheathing
butts to block,
SECTION VIEW
Provide 2 05 bare hooked from
Tooter to tie beam. IF "U" block
type beam Is used hook one 65
into each course, outer bar to
top course, inner bar to bottom
course,
ROOFING...
Asphalt shingles on
300 felt paper
tin tagged to 5/8" Cox roof sheathing on
engineered wood roof true -see at 24"o,c:
Attach roof Sheathing to 2x
fascia w/ 8d ring shank nails
is 4" o.c. 4 2x fascia to
truss ends w/ (2) Trod nails.
EAVE...
1 x 3, 2 x 8 Smooth cedar fascia
w/ cont, galy, drip edge w/ stucco
on p,b, high rfb metal lath eoffita,
9'4" B.H,
LE 2'0" O,F
STUCCO SOFFIT ON
HIGH -RIB P.B.
MTL, LATH
1 1;2" BLOCK _
RECESS (TYP.)
O'O" FIN, FL.
5" - 6" I -YNENE INSUL.
5/8" Drywall on ceiling
BEAM,,,
2 courses 8" H-blk, with 2 05 bars
continous„ Install Simpson straps
at each truss, SEE FRAMING PLAN,
with seats. Concrete to be minimum
3000 psi.
6" CMU with 05 dowels From beam
to footer in poured cells as shown
on Foundation plan, Fill all open blk,
wall cells with Core Foam ineul, Finish
ext. w/ 5/8" stucco - See elevations,
Interior:
3/4" p,t, furring stripe at 16" o,c.
w/ AI -foil (or'sq.) Insul, and finish with
1/2" drywall,
/Z Lt �� 7
REVIEWED FOR
%O E COMPLIANCE
ST LUCIE COUNTY
BOCC
FOUNDATION,
of
18" x 16" w on
bare continue, Slab to be 4" thick
with fiber -mix 'slab reinforcing
over 6 mil visqueen vapor barrier on
poleened well compacted clean fill.
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DATE : 08/21/20
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