05-1659-008•
5TRUCTURAL NOTE5
1 - ELEVATION
FINISH FLOOR ELEVATION (SEE PLAN)_
2 - CONCRETE :
A- COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS ;
SLABS ON FILL: 2500 PSI
ALL OTHER POURED IN PLACE CONCRETE. 3000 PSI
GROUT: 30001-51
B- COVER :CONCRETE DEPOSITED AGAINST THE GROUND 3"
FORMED CONCRETE IN CONTACT WITH THE GROUND 2"
BEAMS 4 COLUMN
SLABS: INTERIOR 3/4"
SLABS: EXTERIOR 1 -1/2"
3 - SLAB ON FILL PLACED ACCORDING TO ACI 302
A- JOINTS :
A -I; ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE 1/2"
THICK PREMOLDED JOINTS FULL DEPTH OF SLAB.
A -2: CONSTRUCTION JOINTS MUST BE PLACED IN THE SLAB WHERE BUILDING EXPANSION JOINTS
ARE 5HOWN AND WHERE CONTROL JOINTS ARE SHOWN_ WHEN POURING OPERATIONS
ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL BE FORMED WITH BURKE
KEYED KOLD METAL JOINT FORM OR APPROVED EQUAL.
B- VAPOR BARRIERS-:
WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH A PERMEANCE OF LESS THAN 0.3
PERMS IN ACCORDANCE WITH ASTM E -96 SHALL BE PROVIDED UNDER INTERIOR SLABS.
C- WHERE NO VAPOR BARRIER IS USED THE SUBGRADE MUST BE DAMPENED WITH WATER IN ADVANCE
OF POURING. NO FREE WATER STANDING ON THE SUBGRADE NOR ANY MUDDY OR SOFT SPOT IS
PERMITTED.
D- ANY STRUCTURAL MEMBER PENETRATING SLABS ON FILL IS TO BE ISOLATED WITH 1/2" THICK
PRE- MOLDED JOINT FILLER COMPLYING WITH ASTM D -1752 TYPE I.
E- FINISHING= :
NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEDIATELY FOLLOWING FLOATING, TROWELING WITH
STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED. GROOMING SHALL BE DONE AFTER THE
STEEL TROWELING OPERATION.
SLAB FINISHES (UNLESS OTHERWISE NOTED BY ENGINEER)
BUILDING STEEL TROWELED
OUTSIDE SLABS GROOMED
4 - SEINFORGING STEEL._
A- REINFORCING BARS CONFORMING TO A5TM A -615 GRADE 64, INCLUDING COL, 4 BEAM TIES.
B- WELDED WIRE FABRIC CONFORMING TO ASTM A -185 AND SUPPORTED ON SLAB BOLSTERS
SPACED Q 3' -0" O /C.
C- FABRICATION AND DETAILING ACCORDING TO ACI -315.
D- ALL ACCESSORIES TO HAVE UPTURNED LEGS SHALL BE PLASTIC DIPPED AFTER FABRICATION.
5 - SOIL COMPACTION ;
FILL AND BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95 y1/ OF THE MAXIMUM DENSITY AT
OPTIMUM MOISTURE AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D- 1551)
ro - GOORD INAT ION :
COORDINATE ALL DIMENSIONS, ELEVATIONS t OPENINGS WITH PLUMBING /ELECTRICAL
REPORT ANY DISCREPANCIES TO THE ARCHITECT /ENGINEER.
-1 - N /,4
8 - N/A 2
-N /A
10 - A PLICABLE CODES
ALTHOUGH THE ARCHITECT /ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODE AND
LOCAL ORDINANCE REQUIREMENTS, THE CONTRACTOR IS STILL RESPONSIBLE FOR COMPLYING
WITH ALL APPLICABLE CODES AND ORDINANCES IN THE EVENT OF CONFLICT OR OVER52GHT
IN THESE DRAWINGS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ARCHITECT / ENGINEIR
OF ANY CONFLICT OR DISCREPANCY ENCOUNTERED 50 THAT APPROPIATE REMEDIES MAY BE
UNDERTAKEN.
11 - FROOF LOADS :
DEAD 15 P.S. A2
L IvE: 3
WIND LOADS: PER ASCE i -98, V =146 MPH
EXPOSURE C, I =1.00 (CAT.II) TYP-
12 WIND DESIGN:
THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE PRESSURES GENERATED BY 146
MPH WINDS IN COMPLIANCE WITH THE ASCE -1-98 AND THE FLORIDA BLDG. CODE 2001 EDITION
(EXPOSURE G, I =1.00)
13 - 50IL SEARING :
FOOTINGS HAVE BEEN IDESIGNED FOR A BEARING CAPACITY OF 2000 PSF.
14 - TIMOER:
A- ALL RAFTERS /TRUSSES TO 5E - ;6dc ERN "YELLOW PINE No. 2 OR BETTER WITH A MINIMUM 5TRES5
GRADE OF Fb = 1200 P�F�,•'"'�kr`�tn'�� �y,''
B- ALL ROOF ME1'BE12S'Q,SEOLIIID t0 I,,BE 4M OR OTHER STRUCTURAL ELEMENT WITH
HURRICANE AN(�98RS." k�° a � F s'�.'0�.�`'
SOIL STATEMENT
SOIL 0 THIS SITE IS SAND #,12'DC1G ADECUATE TO SUPPORT THE DESIGN LOAD OF 2000 PSF. AFTER
EXCAVATION A SIGNED ANI t SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE ENGINEER
ATTESTING THAT THE SITE 14X5 BEEN OBSERVED AND THE, FOUNDATION CONDITIONS ARE SIMILAR TO THOSE
UPON WHICH THE DESIGN IS BASED.--
- ,
TERMITE NOTE:
PRIOR TO THE BUILDINGS FINAL \1K LTION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSE PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH
RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CUSTOMER SERVICES"
• •1•• •
•
•1•
• ••••6
•
•
y
G(iY•
Lil
0
w
G:
„
•
V
V 11/
" V
" -'or
0
•
F—
z
V Yi•w
W
G ••
•ouUi3
• •
�
0
0
i
• •
•
• •
• 00• 1/w•
•
�
• V
lU 1/I
y i
• •
••
V V
• i
0
4 V
gas
• • •
0•••
0 u
cl
0 4
• •
G
• •
w
•
U •
•
0400
V
60.00
00 01
Y
••w
• 0
w v
•••
6666
2
11, 10" 111
l 2
o E
- 1/2" IR TYP.
MTL. PLATE DTL 3/4"
TH ICS ENEDGE DTL 3/411
a
4x12 OOD BEAM
1 3/4"
11/2 3"3"
\ / F
X
9
A
4x12 OOD BEAM
1/2
- - - 3/4" D IA. BOLT. TYP.
STEEL COL_
[[�–STEEL COL "" L f—
SIDE VIEW FRONT VIEW
STEEL COL.
114" MTL. PLATE
112" MTL PLATE
LV_�L
3/ rr
TOP VIEW
STEEL. COLU"N / WOOD 5EAt —1
CONNECTION DETAIL 3/411
6
V
��
OU
Q�
Lll �
X�
U1
FOUNDATION
FOOTING SCHEDULE:
T.E.= 8 "x12" CONCRETE THICKENED EDGE OF SLAB W /1*5 CONTINUOUS
F48= 4'- O "x4' -0" 24" ONCRETE FOOTING W/ 5015 EACH WAY BOTTOM
F36 = 3'- O "x3' -O' 24" ONCRETE FOOTINGS W/ 4 *5 EACH WAY BOTTOM
ALAN 1/4II
COLUMN SCHEDULE:
a3x3x1/4" STEEL TUBING COLUMN
SIDE OVERHANG
TO MATCH EXIST. ROOF PLAN 1/4 I
CONNECTORS:
O "U5P" RT24T RAFTER TIE W /9 -I0d X 111/2" NAILS TO JOIST AND 9 -lOd X 111/2"
NAILS TO WOOD BEAM. DCA 01- 0912.05
OZ "USP" RT24T RAFTER TIE W /9 -10d X 111/2" NAILS TO JOIST AND ((4)1/4" #y2\
TAPCONS WI 111/4" EMBEDMENT IN EXIST. T.B. DCA O1- 0912.05
r
R
M
z
z
°
U
0
z
_
0
tn
_N
uj
r
0
V)
o
z
z
LLJ !y1 N
Ld lAJ r
0
Of
I,-- o
r w G (fl 3
1 67
_E O N IL
O }
L 0
N r-. ro O o
Q Lo 0)
0
0 z
Ld
W
r T_ J O o
LL W � U W
� z
J =
W
0 0 C
z x I-
Qz
O W L 0
U
O •� 4
Z
0
V)
S1041HOdV:i�
W
of
Z
U
Z
z
O°
r
V)
W
Ow
z
w
rCOF
ln
a
�v
3
CiW �j
o
z
K
fu
°:
are
f •
nj
cl
o
°
U
r2
r IL
C
C
�drt.
w rr W
+'
N
CD
y` 7
i z
W
lU
W j
• '�
z
#�� Z
OIL
CD
LLI
V
w F
W
Z Y z
LL
O'
SCALE AS ST4OWN
CHECKED BY
DRAWN BY
DATE 10/15/04
Jots
SHEET
S -1
OF SHEETS
t=
K
w
0
0
C
2
0
°
i
0
r
r
4
O
U
N
In
7
r
w
v�
r
J
W
X
w
w
of
W
z
0
w
1 11 °
a
# + ` •,
� � 1
REGIST. No AR =7 7 1 2
r"., .
•+
�
i
LL
�t
Lil
0
w
0
r s^4
>
" -'or
F—
z
W
�
0
0
r
i
0
"
w,
LL
U.
0
SCALE AS ST4OWN
CHECKED BY
DRAWN BY
DATE 10/15/04
Jots
SHEET
S -1
OF SHEETS
t=
K
w
0
0
C
2
0
°
i
0
r
r
4
O
U
N
In
7
r
w
v�
r
J
W
X
w
w
of
W
z
0
w
1 11 °
a
# + ` •,
� � 1
REGIST. No AR =7 7 1 2