05-1213(2)-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 to 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
A
12
3 1—
TOp OF V� ItAM
10 7. + 6-0" ( + 18.0' NGVP)
10S (TYP.)
CEILING: 1/2" DRYWALL ON 1"X3"
FURRING STRIPS AT 16" ON CENTER.
20 -0" I TYPICAL UNLESS OTHERWISE NOTED.
3/16
I CV I
=BE-AM
3" CLR.
V I
STORAGE ONLY
ill (NON - HABITAL SPACE)
I A SECTION
3S
2S
x x x x x —x x x x x�
=1 11 =1 I I —III I 11= I =1 11 -1 I M I M 11 =1
I =111 4s (TYP.) III =1 I
III1� II IIIIIIIII�,
z -I I Lo WF -16 FOOTING (SEE PLAN
1 I = C .111 =III AND SCHEDULE)
DULE
)
00
TYPICAL WALL SECTION COMPACTED SOIL (TYP.)
3/4" = 1' -0"
DECO PRECAST CONC.
REFER TO SHEET P -2 FOR
POOL /SPA REINFORCEMENT AND
ADDITIONAL INFORMATION
CN
SECTION AT SPA
3/4" = 1' -0"
SPA
6" CHASE FOR PIPES
SEE SECTION 1/S -2 FOR
ADDITIONAL INFORMATION
d
Ei
o-
Q w
M V
J
00 a
V)
z a
� g
Cif
M
V x x x x
1 1 =1 I I =1 I I -1 I I =1 I I =1
III — WF -24 FOOTING (SEE PLAN
AND SCHEDULE)
COMPACTED SOIL (TYP.)
FC2
TS4x4 (SEE PLAN)
PL1 /2 x 10 x 0' -10"
WITH (4) 3/4" DIAMETER
x 4.75" EMBED. HILTI
KWIK BOLTS
PAVERS ON COMPACED
SAND (TYP.)
11 =1 I 1=1 1 1_
:III — III =1 I =1 I I =1 I I =1 I I:
F3.0— FOOTING (SEE PLAN
AND SCHEDULE)
COMPACTED SOIL (TYP.)
SEE ARCH. DWGS.
FOR ROOF SLOPE
6S
5S ,
AT EXPOSED CEILING
PL1 /2 x 8 x 0' -8" 1
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" S-2 3/4" = 1' -0"
SEE ROOF PLAN FOR
STRAP REQUIREMENTS
B —BEAM (SEE PLAN
AND SCHEDULE)
3/16
TS4x4 (SEE PLAN)
STRUCTURAL DRAWING: NOTES,_:. -
V I S 1 0 N S�.
8" reinforced CMU wall with ladder type reinforcement' 'at
1 S
every other course and #5 in grout filled—cell at -nll corners9�
09 -26 -05
intersections, ends of walls, and at 48" cA.r,- _Detweer..
^
record set
08 -16 -11
4" thick concrete slab —on— ground with 6x6 =W1.4x_ 1.4 ` °O
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).
95
(2)�� Simpson HETA16 straps (FL No. 1901) with (10) 10d x
1.5 nails thru strap (uplift capacity = 3610 0
01 OSI
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
C
a
furring strips at 16" o.c. with (2) 8d nails into each
a
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.
4_J
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.
E7S R= 0.96 kips
U= —1.11 kips
1 (NP. AT ENDS)
7S (TYP.) S -2 (TYP.) 75 R= 0.62 kips 16' -0" SOU- BUILDING DEPT*
Y 1 iJ t—
TYP � U= -0.71 kips 1 ION
ss
(TYP-)
(TYP. AT 4 CORNERS) S -2 (NP.) STRUCTURAL SECT
w z VED
—I -- - - - - - -- - - -I— A2 FC1 (TYP.)
I tII- TB�-1
--- �- '� IXI
(NP.) 5S 10S I `•\ II I II N WF -16 —
r----- - - - --I
--- fi-- 14� - - - - -- ' 8S (T`rP.) ------ —I I
I I I II ♦I
I 11 I ��
U= 44�-- �------- - - -�I� � � ��- - - - - -- T{ -- 443 � I I � (TYP.) 31 (
--- - -9— ,�� - - - --� I 00 I I I I
TB— —
�1-- = - -_ -- I I L - - -, -- WF- 24----- - - - --1
- --}_ -=r P. -9S II-
I )
(TYP.)
5S I I I 4 r—T.. +10' -0" NGVD
ABOVE AND AT °°
I I =
EXPOSED CLG. BLW. % II I I II \c� 00 I S -2
I I !,ti I II I cIN II I` \` I
B 1-3 - - III• -� - - -j- I SPA FC2 BELOW
2
- -- - '--- II - - -I- I - -� -fi - -- -- F3_0- TS4x4x1 /4
�I I J 2
I2' -0" 5' -0" 6S (TYP.) 6" \ T%40/4 L - S -2 (TYP.)
-1
O.H. SETBACK 7S (TYP.) FC2 (BELOW)
3 6" 15' -0" 6"
(NP.) S -2
ROOF PLAN - CABANA
SCALE: 1/4 " =1' -0"
FOUNDATION PLAN - CABANA
SCALE: 1/4` =1' -0"
T.' s. Structures, Inc.
Structural Engineers
r.
4444 SOUTHWEST 71st AVE, #103
MIAMI, FLORIDA 33155
305.665.4555 FAX 305.665.5522
usstructuresinc.com
CA 8439
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09 -15 -05
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09 -26 -05
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record set
08 -16 -11
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SEAL:
JOSE A. TOLED. _ .E.:
STf �1CTURAL ENG EER
CFL P.E. #54891.
DRAW N, -
JAT
CHECKED
JAT
DATE
August 1, 2005
SCALE
As Indicated
JOB NO.
SDP 05.035.2
SHEET
S -2
OF 8 SHEETS
v_