HomeMy WebLinkAboutConstruction PlansEdwin & Sara Wilson
4911 Bald Cypress Trail, Ft Pierce, FL 34951
ULTIMATE WIND SPEED: 150
NOMINAL WIND SPEED: 116
WIND EXPOSURE CATEGORY: C
RISK CATEGORY 1
INTERNAL PRESSURE COEFFICIENT Gcpi= +/- 0.0
DESIGN PRESSURE PER FBC CHAPTER 16
DESIGN ROOF LIVE LOAD = 20 PSF
DESIGN ROOF DEAD LOAD = 3.5 PSF
MIN SOIL BEARING 2500 PSF
TRUSS BEARING LOAD EACH END = 4600 LBS
TRUSS UPLIFT @ POST = 2880 LBS
1. WOOD FRAMING AND FASTERNERS TO MEET NDS-2012 REQUIREMENTS
2. FASTER REQUIREMENTS: (1) ALL NAILS ARE COMMON GALVANIZED; (2) ALL BOLTS ARE TO BE GALVANIZED STEEL AND INCLUDE
NUTS AND WASHERS; AND (3) ALL OTHER HARDWARE (SIMPSON, ETC) IS TO BE INSTALLED ACCORDING TO MANUFACTURER'S
SPECIFICATIONS AND RECOMMENDATIONS. NAILING (SIZE AND NUMBER) SHALL SATISFY TABLES 2306.2. (1) AND 2306.3(#) FBC
UNLESS OTHERWISE INDICATED. NOTE: FASTERNERS EXPOSED TO THE WEATHER ARE TO BE TREATED FOR WEATHER
RESISTANCE AND COMPATIBLE WITH THE TYPE OF PRESSURE TREATED WOOD USED (CONNECTORS, NAILS, BOLTS, NUTS AND WASHERS)
1. CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REUQIREMENTS FOR REINFORCED CONCRETE" (ACI-318) ANDE
"SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI-301), LATEST EDITION
2. CONCRETE MIX SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS. ALL CONCRETE MIXES SHALL CONTAIN A
WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C-494. AIR -ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C-260
M
ULTIMATE COMPRESSIVE STRENGTH c@ 28 DAYS
3000 PSI
SLUMP RANGE
4" +/-1"
MAXIMUM AGGREGATE SIZE
In
ENTRAINED AIR
NONE
DRY WEIGHT PER CUBIC FOOT
150 #
36' x 48' OPEN POLE
BARN STRUCTURE
JUG.
ST. Lucie Cous;'
�..,. Rill •in
BUILDING COMPONENTS & CLADDING LOADS
27A MEAN BUILDING HEIGHT = 30.W. EXPOSURE "C"
ROOF ANGLE 7" TO 27A
a
N
we
wn
wrt
wn
110 MPH
120 MPH
130 MPH
140 MPH
1
10
12.0 /-19.9
14.9 /-M7
17.6 /-U.8
20.3 /-32.3
1
20
11A149A
13.6/23.0
16.0/-27.0
18.6/31.4
1
60
10.0/-18.9
11.9►222
13.9/26.0
16.1 /30.2
2
10
12.6/34.7
14.9/.41.3
17.6/48.4
20.3/362
2
20
11A/31.9
13.6/38.0
18.0/44.6
18.6/-61.7
;L
2
60
10.0 / 282
11.9 / 33.6
13.9 / 39.4
1&1 /-46.7
3
10
12.6/-61.3
14.9/31.0
17.6/-71.6
20.3/33.1
3
zo
11A/-47A
13.6/-67.1
16.0/-97.0
18.6/ 77.7
3
60
10.0/-43.6
11.9/-61.8
13.9/30.8
18.1/ 70.6
4
10
21.8 / 23.6
26.9 /-34.7
30A / 33.0
35.3 / 38.2
4
20
20.8 / 22.6
24.7 / 28.8
29.0 / 31.6
33.7 / 38.7
-I
4
60
19.6 / 21.3
232 /-26A
27.2 /-W.8
31.8 / 34.6
3
6
10
21.8 / 29.1
26.9 / 34.7
30A 140.7
36.3 /-472
6
20
20.8 / 272
24.7 / 32A
29.0 / 38.0
33.7 /-44.0
6
60
19.6 / A 6
232 / 29.3
272 / 34.3
31.6 / 39.6
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENTS
FOR BUILDING COMPONENTS & CLADDING
BLDO
EXPOSURE
EXPOSURE
EXPOSURE
HEIMT
it
•C
'D•
16
1.00
121
1.47
20
1.00
129
1.65
26
1.00
1.36
1.61
30
1.00
1.40
1.66
3. SHOTCRETE MIX
4. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF 28 DAYS. IF FORMS FOR VERTICAL SURFACES ARE REMOVED PRIOR TO THE END OF
THE CURING PERIOD, SPRAY SURFACES WITH LIQUID MEMBRANE CURING COMPOUND
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 (Fr40 ksi). LAP CONTINOUS BARS FOR TENSION LAP SPLICE
PER ACI.318, UNLESS OTHERWIE NOTED. PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL WALL REINFORCEMENT.
COVER FOR CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI-318, PARAGRAPH 7.7
6. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. LAP SHEETS TWO MESH SPACES AND WIRE TIE ADJACENTS SHEETS
TOGETHER SECURELY. CUT ALTERNATE REINFORCEMENT AT CONTROL JOINTS
7. ALL SLABS ON GRADE SHALL HAVE CONSTRUCTION OR CONTROL JOINTSNOTTO EXCEED 15'-0" SPACING, UNLESS OTHERWISE NOTED.
6. ELECTRICAL CONDUIT AND OTHER PIPES TO BE EMBEDDED IN STRUCTURAL CONCRETE FLOOR SLABS OR WALLS SHALL BE PLACED IN ACCORDANCE
WITH THE REQUIREMENTS OF ACI-318, PARAGRAPH 6.3
REVIEWED FOR
CODE COMPLIANCE
ST. L.UCIE COUNTY
BACC
FILE Copy
0
ai
r
_1
LO
M
12'-0°
Edwin & Sara Wilson
4911 Bald Cypress Trail, Ft Pierce, FL 34951
12'-0"
481-Om
12'-0"
121-011
1 1 1 I I
1 1 I I I
1 1 1 1 1
t 1 1 1 1
I I 1 1 I
I I 1 I I
I t 1 t I
I I I I 1
I I I I I
I I I I I
I t I 1
I 1 1 1 t
I I I I I
1 I I 1 I
I I 1 1 I
1 1 1 1 I
I 1 I I I
I 1 I I I
1 1 I 1 I
1 I I I I
I I I 1 1
1 1 I I I
1 1 I 1 1
I I I I 1
I I 1 I 1
1 I I I 1
1 I I I I
I I I I I
IS" round x 48" deep
footing w/ #5 rebar
1 , 1 drilled thru post each way
1 t t at 4" ox in bottom of post. t 1
1 1 8x8 pressure treated I Post will be set on 4" bed 1 1
wood posts (ground contact) of #5 gravel rock.
1 1 1 1'-'---------------'-'--------------' '
FOUNDATION PLAN VIEW
SCALE: NOT TO SCALE
36' x 48' OPEN POLE HLn
M.
BARN STRUCTURE Z
a
� o
O
W z
y
z
3 00
C�
n 00 M
F� 00 44 W
Lei
`ry O
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC xx
�R
Ru
f I PH
MEN
FILE Copy o oa.
t� Wm d
t� d
2
Edwin &.Sara Wilson
4911 Bald Cypress Trail, Ft Pierce, FL 34951
36' x 48' OPEN POLE
BARN STRUCTURE
ROOF -MUSS'
RAFTER FRAMING PLAN
SCALE: NOT TO SCALE
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
DOCC
FILIE Copy
0
M
A
w
U .-3
�Zg �
w�F y
w
Qn a�A
vJAOp�
WF.Nw
3 00
00 cn
(000
. OeO�''�a f 00
O
Edwin & Sara Wilson
4911 Bald Cypress Trail, Ft Pierce, FL 34951
rr
f
36' x 48' OPEN POLE
BARN STRUCTURE
y
�1 A
a
w 0
O u a
Zg
w� Z
�E
�a�A
6 002
A o O
W [-• N w
W ob 00 Q C
� M
o~pPr W
o
see meet 2 a 3
for poet a its
;9t
O
18
WED FOR
DMPLIANCE
IE COUNTY
OCC
FILE CUP T
2 -11r die. camege thru bolls
with nut 6 washer (typ)
NOTES:
Edwin & Sara Wilson
4911 Bald Cypress Trail, Ft Pierce, FL 34951
diagonal & vertical chord (lyp)
W/ L 1-1/4• x 1414' x 1/6' nested
Into & welded (hp)
9 - lir Dla. thru bolts
thru 6V die. hole (typ)
STEEL TRUSS CROSS SECTION
36' x 48' OPEN POLE
BARN STRUCTURE
REVIEWED FOR
CODE COMPLIANCI
ST. LUCIE COUNTY
SOCC
FIDE COPY
0
N
A
a
� o
w
O O
a
00
FW
W-4 '.4
cU �O
3 00 M 00
10W W
0
29ga metal roofing attached in
accord with mfh spedfications
FL # 9555.5R4
2" x 8" #2 SYP purlins
@ 24" max spacing
2 -1/2" dia. carriage thru bolts
w/ nut 8r washer to match
8x8 pressure treated
wood posts (ground contact)
Min 3000 psi
concrete
Edwin & Sara Wilson
4911 Bald .Cypress Trail, Ft Pierce, FL 34951
4wide x4'x2.Op.
purin condor
L 14M x 1-1/Y x 3/16'
mP chi (typ)
L 1-1/4' x 1-1/4' x 1/B'
diagonal & vertical dani (typ)
W/ L 14W x 14/4' x 11W nested
kdo & welded (HP)
L 14R' x 1-1@' x 3/16'
bottom lard (tip)
L 141r x 1-1/2'x 3/1(-
veNcal Deafer chord TYP
TYP
�Pe_
""`�([yA� 1-t17'x1-1/Yx3/18'x18'
nested kdo & welded to
� p - HaRm chord fbr4Oft+ trusses
L 1-1R' x 1-11Y x 3/16'
hortaontal
TYP L�11/2'x1-1/2'x
24-
/�,� b
' J° 4 16' w
TRUSS END SECTION
4"wide x4"x2'9ge.
purin caMednr
L 1-1/Px1-1/2'x311W
top chord gyp)
L 1-1M' x 1-1/4 x 1/B'
diagonal & vertical lard (typ)
W/ L 14fi4" x 1-1/4" x 1/9" nested
kdo & welded (typ)
L 1-VY x 1-1/2" x 3/16"
bottom lard (typ)
4'wide x4'x2'9ga.
rat nm Connector
#5 X 12" Reber bars . `ao
^ each way (typ) IT
TRUSS CENTER SECTION
low
4" (NP)
--A \— #5 GRAVEL r x tP #2 srP Spa pudln 2' x 6' #2 SYP
18" (1" rods max) wrz-#12xt a carnedor p 4 �34/roetfa hea r
lageor
Three detels
(see sheet 6 & e)
POST & FOOTING SECTION
PURLIN CONNECTION SECTION
36' x 48' OPEN POLE
BARN STRUCTURE
v
4' wide x 4 x 2' Bps.
rat M coMedor
L 1-1/4'x1-1/4"xV6'
dkaponal & vertical lord (typ)
W/ L 14/4" x 1-1/4' x 1/B" nested
We & welded (typ)
L 1-1Wx1-1/2"x3/1(r
attached w/ 2 -1/2' die.
nut & washer ® each or
COLLAR TIE SECTION
,1 - ilffiRM-NIN
2 -10 dia canage
bob (typ)
ressurstreated
FILE COPY
wood polds (ground cordad)
POST TO TRUSS CONNECTION
y
N
(a
w
o �o
U
.0
nU�=z
Ga c6 O
WFNW
00
00 M
Q o0. Pr W
f I
■■■
4f' W V
a J LU g
OX0. ai�
z a
0