05-1212-004PREFAB 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 %"
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.
T & G SOFFIT SHEATHING WTIH 4" X 96"
SCREENED VENT (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.
PROVIDE CLEAN -OUTS AT ALL VERTICAL
REINFORCING LOCATIONS.
TOP OF NEW FINISH FLOOR
EL. +0' -0" (10' -0" NGVD
GRADE
2' -0"
Z-
�i
TYPICAL WALL SECTION
3/4" = 1' -0"
DECO PRECAST CONC.
REFER TO SHEET P -2 FOR
POOL /SPA REINFORCEMENT AND
ADDITIONAL INFORMATION
C\
SECTION AT SPA
3/4" = 1' -0"
SPA
A
12
3 I --
0
—��`� v v TOP OF TT IMAM
�L. +8'-0" C +18.0' MCN0
10S (TYP.)
IN
CEILING: 1/2- DRYWALL ON 1-X3"
A\ FURRING STRIPS AT 16" ON CENTER.
TYPICAL UNLESS OTHERWISE NOTED.
3S
TB -1 TIE BEAM (SEE
PLAN AND SCHEDULE)
STORAGE ONLY
(NON - HABITAL SPACE)
A
2S
�I x x x x x -x x -x -x —
1 =1 11 =1 11 =1 I I I 11= I I 1 =1 11 =1 11 =1 11 =1 11 =I I I
4s (WP.)
III— II
=III= WF -16 FOOTING (SEE PLAN
L.
AND SCHEDULE)
III,,III,�II� I�l_I II
6" CHASE FOR PIPES
COMPACTED SOIL (TYP.)
Q
Ei
Q w
M U
J
00 a-
V)
Za
� g
It
a
M
I
I
SEE SECTION 1 /S -2 FOR
ADDITIONAL INFORMATION
I
I
I
x x x x
J 1EE1 I El I =1
III —III =1 I I I I I I I I; ,III_
=III= WF -24 FOOTING (SE PLAN
AND SCHEDULE)
— III —1 I I— III —I I I I I I I I I
COMPACTED SOIL (TYP.)
4
S -2
SECTION
3/4" = 1' -0'
TS4x4 (SEE PLAN)
1/2 x 10 x 0' -10"
(4) 3/4" DIAMETER
i.75" EMBED. HILTI
KWIK BOLTS
RS ON COMPACED
(TYP-)
PLAN
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 BUTT -
WELDED TO PLATE
NO HOLES IN COLUMN OR PLATES
OTHER THAN 1/4" DIAMETER PRESSURE
RELIEF AND BOLT HOLES.
SECTION
3/4" = 1' -0"
1
S-2
(TYP.)
7S (TYP.)
6S (TYP.)
cv j% It Wi n
(TYP.) 5S 10S ,-
\. NI I
----- II- IM+- - - - -- 8S (TYP.) -
II � I -
U=44 -- ---- - - - -�I I I I�-- --- -- --I U =4C
�i9 I
---- -II= -- TB- -- - - - - -- I
PP.) 9S L7-r
ABOVE AND AT - -�- - --
EXPOSED CLG. BLW. m
111110. 11 \G'�\ 1 I
1-4 to
ul \
I
II
g—_T
,
II II I \
2' -0" 5' -O" 6S (TYP.)
O.H. SETBACK 7S (TYP,)
3
(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
2S
U=
-0.71 kips
(TYP. AT 4 CORNERS)
s6 (TYP.)
7SJ(TYP.)
�J
SEE ROOF PLAN FOR
STRAP REQUIREMENTS
'B-BEAM (SEE PLAN
AND SCHEDULE)
3/16
TS4x4 (SEE PLAN)
6"
(SIM.)
2
S -2
21
STRUCTURAL D RAViV i N G = - PSI CTr <_:3-
V I S
8" reinforced CMU wall with Igdder type_ reinforcement at
11
every other course and #5 in,.arout filled -cell- at all gorncrs,
-05
intersections, ends of walls, a _nd 6t 48 "- o.c. oetween.;
09 -26
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 #)
Prefabricated wood girder truss (see "General Structural
FS-1
Notes" no. 06176 for additional information).
95
(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.
S -2 (TYP.)
AFC1 (TYP.)
— — — — — — — 1S (TYP.
Al 111111 111111111111*11111111
__
1 i--------16---------
WF
4I
I 2S
I I (TYP.) 1
L - -- -- WF -24-
_ J
4 T.O.S. +10' -O' NGVD
S -2
SPA
\I i
TS4x4x1 /4
CITY OF SOUTH MIAMf
_ BUILDING DEPT.
STRl1�;T�JRAL � TION
FC2 (BELOW)
F3.0 TS4x4x1 /4
r --
AI I 4jell �2�
-L _J �-2 (TYP.)
15' -0" 6"
FOUNDATION PLAN - CABANA
SCALE: 1/4 " =1' -0"
U.S. Structures, Inc.
Structural Engineers
4444 SOUTHWEST 71st AVE, #103
MIAMI, FLORIDA 33155
305.665.4555 FAX 305.665.5522
usstructuresinc.com
CA 8439
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JO.Sk A1. TbLEM, P.E.
STRI;OTU_RAL ENGINEER
EL,P.E�..#Wpj.
D,A AW(N —/
JAT
CHECKED
JAT
DATE
August 1, 2005
SCALE
As Indicated
JOB NO.
SDP 05.035.2
SHEET
S -2
OF $ SHEETS
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