380 Seminole Rd RESA20-0020 4 of 5 structural dwgs_1130BENCLOSEDRESIDENTIALIINO
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ROOF-C&C DESIGN PRESSURES (ULT)LOCATIONAREA(SF)POSITIVE(ALL ZONES)ZONE 1(psf)ZONE 2(psf)ZONE 3(psf)ROOF 0-10 +17.50 -27.80 -48.40 -71.5611-20 +16.00-27.03-44.52 -66.9121-50 +16.00 -26.00 -39.40 -60.7751+ +16.00 -25.23 -35.52 -56.12OVERHANGS0-10- - - --61.27 -99.8811-20- - - --61.27 -90.5821-50- - - --61.27 -78.2951+- - - --61.27 -68.99 C&C DESIGN PRESSURES (ULT)LOCATIONAREA(SF)INTERIOR ZONE 4(psf)END ZONE 5(psf)WALLS,WINDOWS, &DOORS 10 +30.38 -32.95 +30.38 -40.6720 +29.01 -31.58 +29.01 -37.9450 +27.20 -29.77 +27.20 -34.32100 +25.83 -28.40 +25.83 -31.58200 +24.46 -27.04 +24.46 -28.841000 +22.65 -25.23 +22.65 -25.2316FT GARAGEDOOR+24.46 -28.84SOFFITS+30.38 -32.95 +30.38 -40.67ASD ALLOWABLE PRESSURES= 0.6*(ULT)a= 4.0FTROOF ZONES WALL ZONES (GENERIC BUILDING SHOWN)aa 554 54533222222222aaaa11123aa132221aaHIPGABLEROOF ZONES (GENERIC BUILDING SHOWN)
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R
I
C
WOOD FRAMING1. ALL WOOD AND WOOD-BASED P
R
O
D
U
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T
S
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A
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B
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N
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WITH NDS FOR WOOD CONSTR
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P
P
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M
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T
(
2
0
1
5
)
2. ALL STRUCTURAL SAWN LUMBE
R
A
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IDENTIFIED BY GRADE MARK OF
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AGENCY3. ALL STRUCTURAL WOOD OR W
O
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D
-
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,
CONCRETE, MASONRY, OR EXP
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AWPA U1 AND/OR AWPA M4, BA
S
E
D
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I
N
T
E
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D
E
D
U
S
E
.
4. REFERENCE FRC TABLE R602.3
F
O
R
C
O
D
E
P
R
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S
C
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B
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D
C
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S
.
A
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F
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CONNECTIONS SPECIFIED ON P
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D
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REQUIREMENTSROOF & WALL SHEATHING1. ALL WOOD STRUCTURAL PANEL
S
H
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A
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N
G
S
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A
L
L
C
O
N
F
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P
S
1
O
R
D
O
C
PS 22. PANELS SHALL BE IDENTIFIED F
O
R
G
R
A
D
E
,
B
O
N
D
C
L
A
S
S
I
F
I
C
A
T
I
O
N
,
A
N
D
PERFORMANCE CATEGORY BY
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P
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C
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O
N
ISSUED BY AN APPROVED AGEN
C
Y
3. SEE FRAMING NOTES FOR SHE
A
T
H
I
N
G
T
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K
N
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P
A
N
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A
T
I
N
G
,
F
A
S
T
E
N
I
N
G
,
A
N
D
BLOCKING REQUIREMENTS4. ALL SHEATHING SHALL BE INST
A
L
L
E
D
W
I
T
H
L
O
N
G
D
I
M
E
N
S
I
O
N
(
S
T
R
E
N
G
T
H
A
X
I
S
)
PERPENDICULAR TO SUPPORTS
U
N
O
O
N
P
L
A
N
CONCRETE1. ALL CONCRETE HAS BEEN DESI
G
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
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H
A
C
I
3
1
8
"
B
U
I
L
D
I
N
G
C
O
D
E
REQUIREMENTS FOR STRUCTU
R
A
L
C
O
N
C
R
E
T
E
A
N
D
C
O
M
M
E
N
T
A
R
Y
"
(
2
0
1
4
)
2. MIXING AND DELIVERY OF CON
C
R
E
T
E
S
H
A
L
L
C
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M
P
L
Y
W
I
T
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A
C
I
3
1
8
,
A
C
I
3
0
1
,
A
N
D
A
S
T
M
C94. CONCRETE SLUMP NOT TO
E
X
C
E
E
D
6
"
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
C
1
4
3
3. CONCRETE SHALL MEET THE MI
N
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
(
f
'
c
)
A
T
2
8
D
A
Y
S
A
S
FOLLOWS:a. SLABS ON GROUND AND FOO
T
I
N
G
S
f
'
c
=
2
,
5
0
0
p
s
i
b. STRUCTURAL WALLS, BEAMS
,
A
N
D
C
O
L
U
M
N
S
f
'
c
=
3
,
0
0
0
p
s
i
4. STEEL REINFORCING FOR FOOT
I
N
G
S
S
H
A
L
L
C
O
M
P
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W
I
T
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A
S
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A
6
1
5
D
E
F
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M
E
D
BARS AND HAVE A MIN YIELD ST
R
E
N
G
T
H
O
F
4
0
,
0
0
0
p
s
i
(
G
R
A
D
E
4
0
)
5. SEE FOUNDATION PLAN AND DE
T
A
I
L
S
F
O
R
A
L
L
A
D
D
I
T
I
O
N
A
L
C
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C
R
E
T
E
A
N
D
R
E
I
N
F
REQUIREMENTS AND SPECIFICA
T
I
O
N
S
6. SLABS ON GROUND SHALL BE R
E
I
N
F
O
R
C
E
D
P
E
R
O
N
E
O
F
T
H
E
F
O
L
L
O
W
I
N
G
M
E
T
H
O
D
S
:
a. 6x6 W1.4xW1.4 WWF SHALL P
L
A
C
E
D
I
N
T
H
E
M
I
D
D
L
E
T
O
U
P
P
E
R
T
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I
R
D
O
F
T
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E
S
L
A
B
,
SUPPORTED AT A MAX 3FT S
P
A
C
I
N
G
,
A
N
D
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
S
T
M
A
1
0
6
4
/
A
1
0
6
4
M
.
EDGES SHALL BE LAPPED A
M
I
N
I
M
U
M
O
F
8
"
b. SYNTHETIC FIBER REINFORC
E
M
E
N
T
-
F
I
B
E
R
L
E
N
G
T
H
B
E
T
W
E
E
N
1
2
"
-
2
1
4
"
.
D
O
S
A
G
E
AMOUNTS SHALL BE 0.75-3.0
P
O
U
N
D
S
P
E
R
C
U
B
I
C
Y
A
R
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
MANUFACTURER'S RECOMM
E
N
D
A
T
I
O
N
S
A
N
D
S
H
A
L
L
C
O
M
P
L
Y
W
/
A
S
T
M
C
1
1
6
MASONRY1. ALL MASONRY HAS BEEN DESIG
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
N
D
S
H
A
L
L
B
E
CONSTRUCTED IN ACCORDANC
E
T
O
T
M
S
4
0
2
/
A
C
I
5
3
0
/
A
S
C
E
5
(
2
0
1
3
)
2. ALL CMU SHALL CONFORM TO A
S
T
M
C
9
0
A
N
D
B
E
N
O
R
M
A
L
W
E
I
G
H
T
W
/
M
I
N
COMPRESSIVE STRENGTH OF 2,
0
0
0
p
s
i
(
f
'
m
=
1
,
5
0
0
p
s
i
)
3. ALL MASONRY SHALL BE LAID I
N
R
U
N
N
I
N
G
B
O
N
D
P
A
T
T
E
R
N
W
/
F
U
L
L
M
O
R
T
A
R
B
E
D
S
4. MORTAR SHALL CONFORM TO A
S
T
M
C
2
7
0
A
N
D
S
H
A
L
L
B
E
T
Y
P
E
M
O
R
T
Y
P
E
S
W
I
T
H
M
I
N
COMPRESSIVE STRENGTH OF 2,
0
0
0
p
s
i
A
T
2
8
D
A
Y
S
.
5. ALL GROUT USED IN MASONRY
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
ASTM C476. GROUT SHALL HAV
E
T
H
E
M
I
N
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
O
F
2
,
0
0
0
p
s
i
A
T
2
8
DAYS. GROUT SLUMP SHALL BE
B
E
T
W
E
E
N
8
"
-
1
1
"
6. STEEL REINFORCING FOR MAS
O
N
R
Y
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
A
S
T
M
6
1
5
D
E
F
O
R
M
E
D
B
A
R
S
AND HAVE A MINIMUM YIELD ST
R
E
N
G
T
H
O
F
4
0
,
0
0
0
p
s
i
(
G
R
A
D
E
4
0
)
7. ALL MASONRY STEMWALL FOU
N
D
A
T
I
O
N
S
A
N
D
W
A
L
L
C
E
L
L
S
C
O
N
T
A
I
N
I
N
G
V
E
R
T
I
C
A
L
REINF SHALL BE GROUT FILLED
S
O
L
I
D
8. PRE-CAST LINTELS SHALL BE P
R
O
V
I
D
E
D
A
B
O
V
E
A
L
L
O
P
E
N
I
N
G
S
,
T
E
M
P
O
R
A
R
Y
SHORING SHALL BE PROVIDED
B
Y
C
O
N
T
R
A
C
T
O
R
F
O
R
A
L
L
L
I
N
T
E
L
S
P
A
N
S
6
F
T
O
R
GREATERPRE-ENGINEERED WOOD TRU
S
S
E
S
1. ALL PRE-ENGINEERED WOOD T
R
U
S
S
E
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
A
N
D
M
A
N
U
F
A
C
T
U
R
E
D
I
N
ACCORDANCE WITH ANSI/TPI 1 (
2
0
1
4
)
2. ALL TRUSSES SHALL BE PREPA
R
E
D
B
Y
A
D
E
L
E
G
A
T
E
D
L
I
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
ENGINEER IN THE STATE OF FL
O
R
I
D
A
A
N
D
S
H
A
L
L
M
E
E
T
O
R
E
X
C
E
E
D
T
H
E
M
I
N
D
E
S
I
G
N
CRITERIA SPECIFIED ON THESE
P
L
A
N
S
3. ALL TRUSS-TO-TRUSS, MULTI-P
L
Y
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
S
,
A
N
D
B
E
A
M
S
P
R
O
V
I
D
E
D
WITHIN THE ROOF AND/OR FLO
O
R
S
Y
S
T
E
M
A
R
E
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
DELEGATED TRUSS ENGINEER
A
N
D
S
H
A
L
L
B
E
S
U
B
M
I
T
T
E
D
F
O
R
A
P
P
R
O
V
A
L
T
O
T
H
E
EOR PRIOR TO FABRICATION4. TRUSSES SHALL BE INSTALLED
A
N
D
B
R
A
C
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
S
B
C
A
B
C
S
I
"GUIDE TO GOOD PRACTICE FO
R
H
A
N
D
L
I
N
G
,
I
N
S
T
A
L
L
I
N
G
A
N
D
B
R
A
C
I
N
G
O
F
M
E
T
A
L
PLATE CONNECTED WOOD TRU
S
S
E
S
"
5. ALL TRUSS UPLIFT REACTIONS
&
U
P
L
I
F
T
C
O
N
N
E
C
T
O
R
S
R
E
Q
H
A
V
E
B
E
E
N
C
A
L
C
U
L
A
T
E
D
BY THE EOR, CONNECTORS SP
E
C
I
F
I
E
D
O
N
T
H
I
S
P
L
A
N
S
E
T
S
U
P
E
R
C
E
D
E
C
O
N
N
E
C
T
O
R
S
& UPLIFTS SHOWN ON TRUSS M
A
N
U
F
A
C
T
U
R
E
R
'
S
S
H
O
P
D
R
A
W
I
N
G
S
6. CONTACT EOR IF TRUSS CONST
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
P
R
O
V
I
D
E
D
B
Y
T
R
U
S
S
MANUFACTURER DIFFERS FRO
M
T
H
E
L
A
Y
O
U
T
S
H
O
W
N
O
N
T
H
I
S
P
L
A
N
S
E
T
M
E
T
A
L
C
O
N
N
E
C
T
O
R
S
C
H
E
D
U
L
E
S
I
M
P
S
O
N
U
S
P
C
O
N
N
E
C
T
I
O
N
A
T
M
E
M
B
E
R
A
N
C
H
O
R
A
G
E
H
T
S
2
0
H
T
W
2
0
(
1
1
)
1
0
d
x
1
1
2
"
E
A
C
H
E
N
D
-
-
M
S
T
A
2
4
M
S
T
A
2
4
(
9
)
1
0
d
C
O
M
M
O
N
E
A
C
H
E
N
D
-
-
M
S
T
A
3
6
M
S
T
A
3
6
(
1
3
)
1
0
d
C
O
M
M
O
N
E
A
C
H
E
N
D
-
-
C
S
1
8
C
S
2
0
(
9
)
1
0
d
C
O
M
M
O
N
E
A
C
H
E
N
D
-
-
N
A
I
L
S
I
Z
E
S
S
P
E
C
I
F
I
C
A
T
I
O
N
D
I
A
M
E
T
E
R
(
Ø
)
L
E
N
G
T
H
8
d
C
O
M
M
O
N
0
.
1
3
1
"
2
1
2
"
8
d
R
I
N
G
S
H
A
N
K
0
.
1
1
3
"
2
1
2
"
1
0
d
x
1
1
2
"
0
.
1
4
8
"
1
1
2
"
1
0
d
0
.
1
3
1
"
3
"
1
0
d
C
O
M
M
O
N
0
.
1
4
8
"
3
"
1
6
d
S
I
N
K
E
R
0
.
1
4
8
"
3
1
4
"
1
6
d
C
O
M
M
O
N
0
.
1
6
2
"
3
1
2
"
DESIGN CRITERIAGENERAL NOTESTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017)- FLORIDA BUILDING CODE - EXISTING BUILDING, 6TH EDITION (2017)- ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH)EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATIONLEVEL 2 ROOF LOADING (Cd = 1.25)TC LLTC DLBC LLBC DLSHINGLE/METAL 20 psf7 psf10 psf * 5 psf* BC LL NON-CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTICAREAS W/ STORAGEDEFLECTION CRITERIAROOF:LL L/240TL L/180WALLS: WIND L/360 (STUCCO)WIND L/240 (BRITTLE)WIND L/180 (FLEXIBLE)SOILS1. ALL SLABS ON GROUND AND F
O
O
T
I
N
G
S
H
A
V
E
B
E
E
N
D
E
S
I
G
N
E
D
A
S
S
U
M
I
N
G
NON-EXPANSIVE SOIL WITH A M
I
N
A
L
L
O
W
A
B
L
E
S
O
I
L
C
A
P
A
C
I
T
Y
O
F
2
,
0
0
0
p
s
f
2. IT IS THE RESPONSIBILITY OF T
H
E
C
O
N
T
R
A
C
T
O
R
T
O
O
B
T
A
I
N
A
S
O
I
L
S
I
N
V
E
S
T
I
G
A
T
I
O
N
REPORT FROM A LICENSED GE
O
T
E
C
H
N
I
C
A
L
E
N
G
I
N
E
E
R
A
N
D
S
H
A
L
L
N
O
T
I
F
Y
E
O
R
I
F
A
N
Y
SOIL CONDITIONS DIFFER FRO
M
T
H
E
A
S
S
U
M
P
T
I
O
N
S
S
T
A
T
E
D
O
N
T
H
I
S
P
L
A
N
S
E
T
3. FDN'S SHALL BE FULLY SUPPOR
T
E
D
B
Y
U
N
D
I
S
T
U
R
B
E
D
N
A
T
U
R
A
L
S
O
I
L
S
O
R
STRUCTURAL COMPACTED FILL
F
R
E
E
O
F
O
R
G
A
N
I
C
S
,
D
E
B
R
I
S
O
R
A
N
Y
O
T
H
E
R
DELETERIOUS MATERIAL.4. STRUCTURAL COMPACTED FILL
S
H
A
L
L
B
E
C
O
M
P
A
C
T
E
D
T
O
A
D
E
N
S
I
T
Y
O
F
A
T
L
E
A
S
T
95% OF THE MODIFIED PROCTO
R
M
A
X
I
M
U
M
D
R
Y
D
E
N
S
I
T
Y
.
A
L
L
F
I
L
L
G
R
E
A
T
E
R
T
H
A
N
1
2
"
IN DEPTH SHALL BE INSPECTED
F
O
R
P
R
O
P
E
R
C
O
M
P
A
C
T
I
O
N
P
R
I
O
R
T
O
C
O
N
C
R
E
T
E
POUR IN ACCORDANCE WITH A
S
T
M
D
1
5
5
7
5. SOILS SHALL BE TREATED FOR
S
U
B
T
E
R
R
A
N
E
A
N
T
E
R
M
I
T
E
S
O
R
B
Y
O
T
H
E
R
C
O
D
E
APPROVED TERMITE PREVENTI
O
N
M
E
T
H
O
D
A
N
D
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
CONTRACTOR.6. SLABS ON GROUND SHALL BE P
L
A
C
E
D
O
V
E
R
A
M
I
N
6
-
M
I
L
(
0
.
0
0
6
"
)
P
O
L
Y
E
T
H
Y
L
E
N
E
VAPOR RETARDER, ALL JOINTS
S
H
A
L
L
B
E
L
A
P
P
E
D
A
M
I
N
I
M
U
M
O
F
6
"
N
O
T
E
:
A
L
L
C
O
N
N
E
C
T
I
O
N
S
O
N
P
L
A
N
S
H
A
L
L
B
E
W
/
1
0
d
,
U
N
O
N
O
T
E
S
:
1
.
A
L
L
C
O
N
N
E
C
T
O
R
S
S
P
E
C
I
F
I
E
D
P
E
R
S
I
M
P
S
O
N
S
T
R
O
N
G
-
T
I
E
"
W
O
O
D
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
N
E
C
T
O
R
S
"
C
A
T
A
L
O
G
(
2
0
1
9
-
2
0
2
0
)
&
U
S
P
"
S
T
R
U
C
T
U
R
A
L
C
O
N
N
E
C
T
O
R
S
,
"
5
9
T
H
E
D
I
T
I
O
N
(
2
0
1
8
)
2
.
A
L
L
C
O
N
N
E
C
T
O
R
S
T
O
B
E
I
N
S
T
A
L
L
E
D
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
3
.
A
N
Y
C
O
N
N
E
C
T
O
R
S
N
O
T
S
P
E
C
I
F
I
E
D
I
N
T
A
B
L
E
A
B
O
V
E
,
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
P
E
R
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
4
.
P
O
S
I
T
I
V
E
P
L
A
C
E
M
E
N
T
G
U
N
N
A
I
L
S
W
/
E
Q
U
A
L
D
I
A
M
E
T
E
R
&
M
I
N
2
1
2
"
L
O
N
G
M
A
Y
B
E
U
S
E
D
I
L
O
C
O
M
M
O
N
N
A
I
L
S
O
N
C
S
1
8
S
T
R
A
P
S
,
M
S
T
A
S
T
R
A
P
S
,
A
N
D
A
B
U
P
O
S
T
B
A
S
E
A
N
C
H
O
R
S
5
.
P
L
A
N
S
P
E
C
I
F
I
E
D
C
O
N
N
E
C
T
O
R
S
M
A
Y
B
E
S
U
B
S
T
I
T
U
T
E
D
W
/
E
Q
U
A
L
O
R
G
R
E
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13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756
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