HomeMy WebLinkAbout004-S-3_01 Notes & Schedules Permit esignedCONTRACTOR NOTE:THE CONTRACTOR IS SOLELY RESPONSIBLE
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PRECAUTIONS AND PROGRAMS IN CONNEC
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PRECAUTIONS AND PROGRAMS.CODES AND STANDARDS1.WIND LOADS ARE PER ASCE 7-10
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STRUCTURES, FOR A 160 MPH WIN
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ENCLOSED BUILDING (+/-0.18 INTERNA
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2.THE PROJECT WAS DESIGNED IN ACC
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:
A.FLORIDA BUILDING CODE 6TH E
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(
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7
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B.BUILDING CODE REQUIREMENT
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C.SPECIFICATION FOR STRUCTUR
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D.MANUAL OF STD PRACTICE FO
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E.SPECIFICATION FOR THE DESI
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BUILDINGS. AMERICAN INSTITU
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3.THE STRUCTURAL DRAWINGS ARE
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THEMSELVES PROVIDE ALL THE INFO
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STRUCTURE. THE GENERAL CONTR
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AND ELECTRICAL DRAWINGS AND
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DRAWINGS WITH THE STRUCTURAL DR
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4.BEFORE ORDERING ANY MATERIALS
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MEASUREMENTS TO PROPERLY SIZE
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WILL BE ALLOWED BY THE OWNER
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WITH THIS REQUIREMENT.5.DISCREPANCIES SHALL BE BROUGH
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BEFORE PROCEEDING WITH ANY WOR
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6.ALL DIMENSIONS AND ELEVATIONS S
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AND COORDINATED WITH FIELD C
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CONTRACTOR BEFORE PROCEEDING
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BROUGHT TO THE ATTENTION OF TH
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WORK.7.ALL DETAILS, SECTIONS AND NOTES
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AND SHALL APPLY TO SIMILAR SITUAT
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SPECIALTY ENGINEERED PRODUCTS1.THE GENERAL CONTRACTOR IS RE
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REGISTERED IN THE STATE OF FLORI
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ASSURE THAT THE SPECIALTY ENG
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MANNER SO AS TO ALLOW REVIE
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ENGINEERED PRODUCTS SHALL BE D
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LOADS INCLUDING UPLIFT AND LAT
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DESIGNED FOR LATERAL LOADS TO
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SHALL BE, BUT ARE NOT LIMITED TO, T
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:
A.MISCELLANEOUS METALS IN
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PLANKING, MECHANICAL EQUIP
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SUPPORT OF MECHANICAL/ELE
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B.STEEL PLANK (PERF-O-GRIP B
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5
0
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NET UPLIFT (INCLUDING CLIP C
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)
FOUNDATION1.ALL SITE PREPARATION AND EXCAV
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WITH THE SUBSURFACE SOIL EXPL
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REPORT PREPARED BY ANDERSEN AN
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5
,
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2
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,
(AACE File No. 20-107).2.THE FOUNDATION AREA SHOULD BE
E
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SOILS REPORT. ALL SUBGRADES SHA
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TO BACKFILLING.3.BOTTOM OF FOOTINGS TO BEAR ON S
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B
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2
0
0
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4.SOILS SUPPORTING ALL FOOTINGS M
U
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B
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B
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ENGINEER BEFORE COMMENCING W
O
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K
.
A
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ADEQUATE TO SAFELY SUSTAIN SPECI
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B
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A
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P
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.
5.TOP OF ALL FOOTINGS SHALL BE MINI
M
U
M
1
6
B
E
L
O
W
F
I
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I
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H
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R
A
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6.ALL EXCAVATION SHALL BE KEPT DR
Y
.
E
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EVERY PRECAUTION TO GUARD A
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STRUCTURES, UTILITIES, PIPING, ETC.7.PROVIDE ANY BRACING OR SHORING
N
E
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S
S
A
R
Y
T
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EXISTING FOUNDATION OR STRUCTUR
E
S
.
8.CENTERLINE OF FOOTINGS: SHALL CO
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W
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CONCRETE1.ALL CONCRETE SHALL BE READY MIX
A
N
D
M
E
E
T
T
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F
O
L
L
O
W
I
N
G
R
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Q
U
I
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E
M
E
N
T
S
:
A.A MINIMUM COMPRESSIVE STR
E
N
G
T
H
O
F
3
0
0
0
P
S
I
@
2
8
D
A
Y
S
(
F
O
U
N
D
A
T
I
O
N
S
&
S
O
G
)
B.A MINIMUM COMPRESSIVE STR
E
N
G
T
H
O
F
4
0
0
0
P
S
I
@
2
8
D
A
Y
S
(
P
I
E
R
S
)
C.SLUMPS SHALL BE 5 INCHES +/-
1
I
N
C
H
D.CONCRETE SHALL HAVE A MINI
M
U
M
O
F
3
%
E
N
T
R
A
P
P
E
D
A
I
R
E.ALL CONCRETE TO HAVE MAXI
M
U
M
W
A
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/
C
E
M
E
N
T
R
A
T
I
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O
F
0
.
5
5
F.JOBSITE WATER SHALL NOT BE
A
D
D
E
D
2.CONCRETE COVER FOR REINFORCING
S
T
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L
S
H
A
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L
B
E
A
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Q
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B
Y
A
C
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P
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I
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S
.
3.LAP ALL BARS PER ACI MINIMUM REQ
U
I
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E
M
E
N
T
S
F
O
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T
E
N
S
I
O
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L
A
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B
U
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N
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S
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A
N
4
8
BAR DIAMETERS. LAP ALL WWF A MINI
M
U
M
O
F
1
2
I
N
C
H
E
S
4.ALL HOOKS SHOWN IN STEEL REINF
O
R
C
I
N
G
B
A
R
S
S
H
A
L
L
B
E
P
E
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A
C
I
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E
C
O
M
M
E
N
D
A
T
I
O
N
S
(
N
O
T
LESS THAN 12 BAR DIAMETERS PAST B
E
N
D
)
U
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NOTES & DETAILS
1.
6.
3.
4.
5.
2.
8.
7.219075
UNITED TELEPORTS RENOVATION
10161 RANGE LINE RD
Port St. Lucie, FL 34987
MR. PHIL RIGBY
SES NETWORKS
12811 RANDOLPH RIDGE LANE
MANASSAS, VA. 10109
%UHQW$:RRG
Architect:Client:Project Name:Drawing Name:Sheet Number:
Project Number:
Plot Date:
Seal:Official Issue:
20 S.E. Ocean Blvd., Stuart, FL. 34996
Tel. 772.220.1217 Fax 772.419.5061
BRENT A. WOOD, NCARB, AR94198
07-15-2020
Issue Description:Date:
PERMIT SUBMITTAL 07.15.2020