05-1212(2)-009PREFAB WOOD TRUSSES AT 24" O.C.
SEE "GENERAL STRUCTURAL NOTES" NO. —
06176 FOR ADD. INFO.
SEE ROOF PLAN FOR STRAP REQUIRMENTS
SPANISH TILE ROOF ON ONE LAYER OF
90# SLATE OVER 30# FELT ON 5 /8"
APA —RATED EXT. GRADE PLYWD.
SHEATHING NAILED 4" O.C. ALONG
EDGES & 6" O.C. @ FIELD W/ 10d
GALVANIZED NAILS. SEE "GEN. STRUC.
NOTES" NO. 06110.
26 GA. CONT. GALV. MTL. DRIP ON-
1 " x 2" CONT. P.T. WOOD NAILER
OVER CONT. 2" x 8" WOOD FASCIA.
1/2" STUCCO SOFFIT OVER FELT — BACKED
LATH ON
2" PLYWOOD W/ 4" X 23"
SCREENED VENTS (TYP.)
8" THICK REINFORCED MASONRY WALL — WITH #5 AT 48" O.C. WITH HORIZONTAL
JOINT REINF. AT EVERY OTHER COURSE.
SEE "GEN. STRUCT. NOTES" NO. 04420.
5/8" TEXTURED 2 -COAT STUCCO
FINISH OVER 8" CONCRETE BLOCK.
2' -0"
I
I
I
PROVIDE CLEAN —OUTS AT ALL VERTICAL
REINFORCING LOCATIONS.
A
12
3
FIBERGLASS BATT INSUL. (R -19)
11111����4��lI�III,l I Jy_-V,1 I1,1���!�� for ff T1 PfNA
EL • + 8' -O" C + 18.0' NGV17)
10S (TYP.)
CEILING: 1/2" DRYWALL ON 1"X3"
FURRING STRIPS AT 16" ON CENTER.
TYPICAL UNLESS OTHERWISE NOTED.
1 X 4 P.T. FIRESTOP 0 TIE BEAM
PERIMETER.
TB -1 TIE BEAM (SEE
PLAN AND SCHEDULE)
1/2" DRYWALL ON 1 " X 2" P.T.
WOOD FURRING STRIPS AT 24" ON
CENTER WITH R -3 INSULATION.
TYPICAL ON NEW PERIMETER
CONCRETE BLOCK WALLS UNLESS
OTHERWISE NOTED.
1 X 4 P.T. FIRESTOP
MID — HEIGHT FOR WALLS
OVER 8' -0"
1 " X 4" P.T. CONT. NAILER (TYP.)
CONT. WD. BASEBOARD
IUF' Ur NLW FIN15H FLOOR —
EL. +0' -0" (10' -0" NGVD)
GRADE _ = III =III =1111 1111 -1 111 = =III =11 EEI I I=I I El
1 = -11 I- - I1 1 =1 111 1= -I'-
AV- ;111 =1 I - - II
I =1 11- `4S (TYP.)
I-
z WF -16 FOOTING (SEE PLAN
IIIII =1 AND SCHEDULE)
00
HIRE H=II
TYPICAL WALL SECTION COMPACTED SOIL (TYP.)
3/4" = 1' -0"
DECO PRECAST CONC. CA
REFER TO SHEET P -2 FOR
POOL /SPA REINFORCEMENT AND
ADDITIONAL INFORMATION
SEE SECTION 1 /S -2 FOR
ADDITIONAL INFORMATION
0
o!
Q
M
00
Z
Q-
m
I
N SPA '
x x x x
I I I =III =1 I I =III III =IIII
-
• I—F] WF -24 FOOTING (SEE PLAN
IIII —I AND SCHEDULE)
III =1 =1 =1 1 IIII -I
-- -� I-
1-111-1 1 1— T-11
6" CHASE FOR PIPES
COMPACTED SOIL (TYP.)
SECTION AT SPA
3/4" = V -0"
w
U
J
CL
TS4x4 (SEE PLAN)
PL1 /2 x 10 x 0' -10"
WITH (4) 3/4" DIAMETER
3/16 I x 4.75" EMBED. HILTI
KWIK BOLTS
Li
I I FC2
PAVERS ON COMPACED
SAND (TYP.)
Z I __
:2 1 I I -
_I- I I C I III -III =1 '
III-- _IIIIII II -III; III.
�
-IT
-_ _J L_ I-
F3.0— FOOTING (SEE PLAN
AND SCHEDULE)
COMPACTED SOIL (TYP.)
SECTION
3/4" = V -0"
(NP•)I 5S 11 OS
5S
ABOVE AND AT
EXPOSED CLG. BLW
SEE ARCH. DWGS.
FOR ROOF SLOPE
6S
5S
AT EXPOSED CEILING
PL1 /2 x 8 x 0' -8"
WITH (4) 3/4" DIAMETER
x 8" EMBED. HOOKED
ANCHOR BOLTS BUT T
WELDED TO PLATE
NO HOLES IN COLUMN OR PLATES
OTHER THAN 1/4" DIAMETER PRESSURE
RELIEF AND BOLT HOLES.
SECTION
3/4" = V -0"
ROOF PLAN — CABANA
SCALE; 1/4 " =1' -0"
7S R= 0.96 kips
U= —1.11 kips
(TYP. AT ENDS)
7S R= 0.62 kips
U= —0.71 kips
(TYP. AT 4 CORNERS)
6S (TYP.)
7S (TYP.)
SEE ROOF PLAN FOR
STRAP REQUIREMENTS
B —BEAM (SEE PLAN
AND SCHEDULE)
3/16
TS4x4 (SEE PLAN)
I
(SIM.)
::1111111'
TS4x4x1 /4
FCC (RFIOW)
STRUCTURAL DRAWING NOTES
1
1 S
every other course and #5 in grout filled cell at all corners,
intersections, ends of walls, and at 48" o.c. between.
(TYP.)
2S
W.W.F. at mid —depth on polyethylene sheet over compacted
7S
(TYP.)
S -2
placement of slab (typ. all around).
4S
Continuous polyethylene sheet (see "General Structural Notes"
6S
(TYP.)
5S
Plywood roof sheathing (see "General Structural Notes" no.
06110 for additional information).
6S
Prefabricated wood trusses at 24" o.c. (see "General
Structural Notes" no. 06176 for additional information).
7S
Simpson HETA16 strap (FL No. 1901) with (10) 10d x 1.5"
nails thru strap (uplift capacity = 1805 #)
8S
Prefabricated wood girder truss (see "General Structural
Notes" no. 06176 for additional information).
9S
(2) Simpson HETA16 straps (FL No. 1901) with (10) 10d x
��
1.5 nails thru strap (uplift capacity = 3610 #)
10S
2x4 cont. lateral wood bracing perpendicular to prefab
truss /girder at bottom panel points, max. 8' to 10' o.c.
"
�u-
A N
"
-_
,
-
furring strips at 16" o.c. with (2) 8d nails into each
intersection truss /girder.
1 1 S
2 #4 x 36" bars placed diagonally to corner at upper third
of slab, 12" apart, with first bar placed 2" from corner.
11
EXISTING AND JOB SITE CONDITIONS WITH ARCHITECTURAL DRAWINGS
PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPORT ANY
11
iLIL
i
M
\,
11
11 /�-
/ N I I
- - - - -m - -� --
'
T -1_ I
U= 443-- {------
"
- - -�I� I
I
"
I�---
I T -1
- - - - -m - -I U =443
-----
TB—
11=-
i
�
--
(ITYP) 9S II
- --III
II
11
-
- - -J
I I
Yeti
I
.
'
I I m
II
—
11
II
11
11
11
O''.
4— .�
W
4-`
Q)
O.H. SETBACK
4
7S
(TYP.)
3
�i
r
4--J V -
/ n J
r-
(TYP.) S -2
ROOF PLAN — CABANA
SCALE; 1/4 " =1' -0"
7S R= 0.96 kips
U= —1.11 kips
(TYP. AT ENDS)
7S R= 0.62 kips
U= —0.71 kips
(TYP. AT 4 CORNERS)
6S (TYP.)
7S (TYP.)
SEE ROOF PLAN FOR
STRAP REQUIREMENTS
B —BEAM (SEE PLAN
AND SCHEDULE)
3/16
TS4x4 (SEE PLAN)
I
(SIM.)
::1111111'
TS4x4x1 /4
FCC (RFIOW)
STRUCTURAL DRAWING NOTES
8" reinforced CMU wall with ladder type reinforcement at
1 S
every other course and #5 in grout filled cell at all corners,
intersections, ends of walls, and at 48" o.c. between.
4" thick concrete slab —on— ground with 6x6— W1.4xW1.4
2S
W.W.F. at mid —depth on polyethylene sheet over compacted
soil.
3S
1/4" thick compressible joint filler. Caulk top of joint after
placement of slab (typ. all around).
4S
Continuous polyethylene sheet (see "General Structural Notes"
no. 02000 for additional information).
5S
Plywood roof sheathing (see "General Structural Notes" no.
06110 for additional information).
6S
Prefabricated wood trusses at 24" o.c. (see "General
Structural Notes" no. 06176 for additional information).
7S
Simpson HETA16 strap (FL No. 1901) with (10) 10d x 1.5"
nails thru strap (uplift capacity = 1805 #)
8S
Prefabricated wood girder truss (see "General Structural
Notes" no. 06176 for additional information).
9S
(2) Simpson HETA16 straps (FL No. 1901) with (10) 10d x
��
1.5 nails thru strap (uplift capacity = 3610 #)
10S
2x4 cont. lateral wood bracing perpendicular to prefab
truss /girder at bottom panel points, max. 8' to 10' o.c.
Fasten to top of bottom chord with (2)16d nails. OR 1x3
furring strips at 16" o.c. with (2) 8d nails into each
intersection truss /girder.
1 1 S
2 #4 x 36" bars placed diagonally to corner at upper third
of slab, 12" apart, with first bar placed 2" from corner.
CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS,
EXISTING AND JOB SITE CONDITIONS WITH ARCHITECTURAL DRAWINGS
PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPORT ANY
DISCREPANCIES TO A/E IMMEDIATELY.
15' -0"
1
S -2 (TYP.)
F3.0
r --
I I
�I
t
L — J
6"
FC2 (BELOW)
TS4x4x1 /4
FOUNDATION PLAN — CABANA
SCALE; 1/4 " =1' -0"
(TYP.)
U.S. Strklureo, Inc.
Structural Engineers
4444 SOUTHWEST 71st AVE, #103
MIAMI, FL(IIMA 33155
305.665.4555 PAX 305.665.5522
usstructUresinc.coT '
1'
CA 8439
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