HomeMy WebLinkAboutANCHOR BOLT PLAN9
a
0
LZ
4.
"ELITE
S T R U CC T U RR E S
A DIVISION OF C-LITELrONT
1 ZO'—n"r111T—TIC—n1 IT nr C=m
O■
102'-0" 5 0'-0"
25'-0" 2 27'-0" 3) 25'-0" 4 25'-0"
24'-8°
24'-8"
4"
X—Bracing�
I
-To.
.. D
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D I
=..
C
D
C
N
I
N
BLD-9517
c
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BLD-9518
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D D C
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-Tom
X—Bracing
24'-8"
24'-8"
4"
25'-0"
7'-0"
25'-0"
25'-0"
2 3 4
102'-0"
30'-0"
ANCHOR BOLT PLAN
NOTE: All Base Plates ® 100'-0" (U.N.)
PH 229-896-7569 SCALE. N.T.S. DATE: 6-23-2015
FAX 229-896-7560 DRAWN BY: J A NASH SALES: A DUKES
P.O. BOX 207 BUILDING SIZE:
ADEL , CA 31620 BUILDING VARIES
THESE PLANS AND ALL PROPOSED WWK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD NSPECIOPIS THAT
MAY BE NEC!S6A%Y IN OIRM TO
COMPLY WITH ALL APPLICABLE CODES.
EDLUND ■ DRITENBAS ■ BINKLEY
ARCHITECTS & ASSOCIATES P.A.
NO EXCEPTIONS TAKEN
NOTE COMMENTS AND
MAKE CORRECTIONS AS NOTED
❑ FEASEANDRESUBMR
[] REJECIAD
B`7
REVISION. TITLE/LOCATION
DESCRIPTION TRIPP & ASSOCIATES
(RIO CITRUS)
FT. PIERCE, FL.
4"
1
3CANNEb
8t CunB County
PLAN:
S101 TT 9nd 03AI3338
Dia= 3/4"
Dia:
3/4"
/
I 9pa�aFe
I•-6-1
9pafal`io
0IT®
4
x
O
18lI®
4"
®I ®12"
0 I le
1 _
1
2"
EW
—
EW
2" 2"
2" 2"
See Plan
See
Plan
DETAIL A
DETAIL
B
Dia= 3/4"
"
Dias■
3/4"
—
Tx
(a
®I�
—T-
2"
4^
-1—
"
®I�
2^ 2" 10"
I
—J_ —
4"
SW
I II SW
2"� 2.
See
Plan
DETAIL C
DETAIL
D
Dia= 1/2"
Dia=
1/2"
_
o
I a
q
q. ,
I Lo 2,
-i
2,
EW/
EW/
SW
1 3/4"
SW
1 3/4-
See Plan
See
Plan
DETAIL E
DETAIL F
Dia= 3/4"
Dia-
3/4"
x
SW
l_
4"
SW
I 2 2^
2" 2"
1 —2
See
Plan
DETAIL H
DETAIL
I
Dia= T 3Z4"
8"
I I
4"
I
4"
sw
EW
DETAIL J
FILE COPY
DESIGN CRITERIA
ANCHOR BOLT PLAN
FBC
14
12
PSF
20
PSF
9518
0
PSF
0
PSF
153
MPH
R
B
ON, 9517
ENCLOSED
9518
OPEN
JOB #
9517/9518—AB
SHEET 1 OF 9
BLD-9517
FRAME LINES: 2 3 4
Q 4
r COLUMN LINE
H H
}V IV
RIGID
FRAME:
MAXIMUM
REACTIONS, ANCHOR BOLTS,
& BASE PLATES
Column
Reactions k )
Frm
Col Load
Hmax
V Load Hmin
V
Anc._Bolt Base -Plate (in Grout
Line
Line ID
H
Vmax ID H
Vmin
Qty Dia Width Length ick (in)
2*
C 3
7.2
8.3 5 -8.4
-8.0
4 0.750 6.0GO 16.56 0.500 0.0
1
3.9
12.4 4 -7.9
-12.6
2*
A 6
7.5
-5.1 2 -4.7
4.5
4 0.750 6.000 16.56 0.500 0.0
1
-3.9
12.6 7 0.0
-13.7
2*
Frame lines:
2 3 4
RIGID
FRAME:
BASIC COLUMN REACTIONS (k )
Frame
Column -----Dead-----Collateral-
-----
Live ------Wind_Leftl--Wind_Rightt-
--Wind_Left2-
Una
Ltne Horiz
Vert
Hartz Vert
Horiz
Vert Horiz Vert Horiz Vert
Horiz
Vert
2*
C 0.6
2.2
1.0 3.0
2.3
7.1 -13.8 -23.2 8.6 -5.0
-14.6
-15.5
2*
A -0.6
2.3
-1.0 3.0
-2.3
7.2 -3.1 -13.9 12.4 -18.4
-2.3
-6.2
Frame
Column-Wind_Right2-
--Wind_L.ong1-
--Wind_Long2--Seismic-Left Seismic -Right
-Seismic-Long
Una
line Horiz
Vert
Horiz Vert
Horiz
Vert Horiz Vert Horiz Vert
Horiz
Vert
2*
C 7.8
2.7
0.2 -22.9
0.2
-22.9 -0.2 -0.2 0.2 0.2
0.0
-0.6
2*
A 13.2
-10.8
0.7 -25.2
0.7
-25.2 -0.2 0.2 0.2 -0.2
0.0
-0.7
2* Frame lines:
2 3
4
ENDWALL
COLUMN:
BASIC COLUMN REAcriONS
(k )
Wind
Wind
Wind
Wind
Wind
Wind
Wind
Wind
Sets
Frm
Cot
Dead
Collat
Live
Left1
Rightl
Left2
Rightl
Press
Suct
Long1
Long2
Left
Line
Line
Vert
Vert
Vert
Vert
Vert
Vert
Vert
Harz
Horz
Vert
Vert
Vert
1
C
0.6
0.6
2.1
-4.4
-2.4
-4.4
-2.4
0.0
0.0
-4.4
-2.6
0.0
1
B
1.5
1.8
6.4
-13.9
-8.2
-13.9
-8.2
-7.0
7.6
-13.9
-8.2
0.0
1
A
0.7
0.6
2.1
-4.6
-2.9
-4.6
-2.9
0.0
0.0
-4.6
-2.7
0.0
Sets
Frm
Col
Right
E1PAT_11 1-
E1PAT_LL-2-
Line
Line
Vert
Horz Vert
Horz
Vert
1
C
0.0
0.0 2.4
0.0
-0.3
1
B
0.0
0.0 3.2
0.0
3.2
1
A
0.0
0.0 -0.3
0.0
2.5
Wind
Wind
Wind
Wind
Frm
Col
---Dead--- Collat
---Live---
Leftl
Rightl
Left2
Rightl
Wind -Press
Wind-Suct
Line
Line
Horz
Vert Vert
Harz
Vert
Vert
Vert
Vert
Vert
Horz
Vert
Harz
Vert
5
A
-0.2
1.7 0.6
-0.8
5.8
-14.1
-15.8
-14.1
-15.8
2.4
-10.3
2.5
-9.6
5
B
-0.2
2.5 1.8
-0.6
10.1
-19.2
-25.1
-19.2
-25.1
-5.0
-10.3
9.6
-9.6
5
C
-0.1
1.6 0.6
-0.4
5.8
-13.9
-15.6
-13.9
-15.6
1.4
-10,3
1.4
-9.6
Wind
Wind
Sale
Sets
Frm
Col
Longl
Long2
Left
Right
E2PAT_LL_1-
E2PAT_LL_2-
Line
Line
Vert
Vert
Vert
Vert
Harz Vert
Harz
Vert
5
A
-14.9
-12.3
0.0
0.0
0.0 2.5
0.0
-0.3
5
B
-24.0
-17.7
0.0
0.0
0.0 3.2
0.0
3.2
5
C
-14.8
-12.2
0.0
0.0
0.0 -0.3
0.0
2.4
ENDWALL COLUMN:
. MAXIMUM REACTIONS, ANCHOR BOLTS, &
BASE PLATES
Column Reactions
k )
Frm
Col
Load
Hmax
V
Load
min
V
Anc.
Bolt
Base
-Plate (in)
Grout
Line
Line
ID
H
Vmax
ID
H
Vmin
Qty
Dia
Width
Length
Thick
(In)
1
C
8
0.0
-2.3
8
0.0
-2.3
4
0.750
6.000
9.875
0.375
0.0
1
0.0
3.3
1
B
8
4.6
-7.4
9
-4.2
-7.4
4
0.750
6.000
9.875
0.375
0.0
1
0.0
9.6
8
4.6
-7.4
1
A
10
0.0
-2.4
10
0.0
-2.4
4
0.750
6.000
9.875
0.375
0.0
1
0.0
3.4
5
A
11
1.3
-14.2
1
-1.0
8.1
4
0.750
6.000
9.875
0.375
0.0
1
-1.0
8.1
11
1.3
-14.2
5
B
11
5.7
-19.3
12
-3.2
-18.1
4
0.750
6.000
10.00
0.375
0.0
1
-0.8
14.4
11
5.7
-19.3
5
C
11
0.8
-14.1
1
-0.6
8.0
4
0.750
6.000
9.875
0.375
0.0
1
-0.6
8.0
11
0.8
-14.1
ELITE
S T R U C T U R E S
A DIVISION OF ELITEe0N7
NOTES FOR REACTIONS
Building reactions are based on
the following building data:
Width (ft) = 46.0
Length (ft) = 102.0
Eave Heig t (ft) = 20.0/ 23.8
Roof Slope ((rise/12) = 1.0
Dead Load (psf ) = 2.5
Collateral Load sf = 5.0
Roof Live Load sf = 20.0
Frame Live Load psf = 12.0
Wind Speed (mph) = 153.0
Wind Code = FBC 14 (IBC 12
Exposure = B
Closed/Open = C
Importance Wind = 1.00
Importance Seismic = 1.00
Seismic Zone = A
Seismic Coeff (Fa*Ss) = 0.09
ID Description
1 Dead+Collateral+Lave
2 Dead+Collateral+0.75Live+0.45Wtnd-Left1
3 Dead+Collateral+0.75Live+0.45Wind_Rightl
4 0.6Dead+0.6Wtnd_Left1
5 0.6Dead+0.6Wind_Left2
6 0.6Deod+0.6Wind_Right2
7 0.6Dead+0.6Wind_Longg1
8 0.6Dead+0.6Wind_Left2+0.6Wind_Suction
9 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1
10 0.6Dead+0.6Wtnd_Suction+0.6Wind_Long1
11 0.6Dead+0.6Wtnd_Rig ht2+0.6Win d_Suction
12 Dead+O.6Wlnd-Pressure+0.6Wind_Long1
ANCHOR BOLT SUMMARY
Dia
Pro
P(in)
Qty
Locate
Type
O 12
Jamb
1/2"
A307
1.50
M 24
Endwall
3/4"
A307
2.50
0 24
Frame
3/4"
A307
2.50
BUILDING BRACING REACTIONS
+ Reactions (k ) Panel Shear
-Wall - Col -Wind - -Seismic - (Ib7ft)
Loc Line Line Horz Vert Horz Vert Wind Sets Note
LEW 1 78 1
F-SW A 2,3 7.8 6.2 0.3 0.2
R_EW 5
t
B_SW C 3,2 7.2 4.7 0.3 0.2
(!)Bracing in roof to rigid frame
PH 229-896-7569 SCALE. N.T.S. I
DATE. 6-23-2015
FAX 229-896-7560 DRAWN BY: J A NASH I SALES: A DUKES
P.O. BOX 207 BUILDING SIZE:
ADEL , CA 31620 BUILDING VARIES
REVISION
BLD-9518
FRAME LINES! C B A
4 4
COLUMN LINE
H
IV
RIGID
FRAME:
MAXIMUM REACTIONS, ANCHOR BOLTS,
& BASE PLATES
Column Reactions (k )
Frm
Col Load
Hmax V Load Hmin V
Anc._Bolt Base -Plate (in Grout
Line
Line ID
H Vmax ID H Vmin
Qty Dia Width Length hick (in)
C*
6 1
4.0 12.5 3 -4.6 -10.2
4 0.750 8.000 12.50 0.500 0.0
1
4.0 12.6 2 -2.8 -11.8
C*
Frame lines:
C B A
RIGID
FRAME:
BASIC COLUMN REACTIONS (k )
Frame
Column -----
Dead --------Live------Wind_Leftl-
-Wind_Rightl---Wind-Left2-
-Wind_Right2-
Line
Line Horiz
Vert Horiz Vert Horiz
Vert Hartz Vert Horiz Vert
Horiz Vert
C*
6 0.7
2.4 2.3 8.6 -4.8
-17.1 -5.3 -22.0 -5.2 -21.2
-4.8 -17.7
Frame
Column --Wind-Longl---Wind-Long2-
Una
Ltne Hartz
Vert Horiz Vert
C*
6 -8.4
-19.3 3.6 8.1
C* Frame lines:
C B A
ENDWALL COLUMN: BASIC COLUMN REACTIONS (k )
Frm Col Dead
Line Line Vert
C 5 0.2
A 5 0.2
ENDWALL
COLUMN:
MAXIMUM
REACTIONS, ANCHOR BOLTS, & BASE PLATES
Column Reactions
)
Frm
Col
Load Hmax
V
Load
4k
min V
Ana. Bolt
Base -Plate (in
Grout
Line
Line
ID H
Vmax
ID
H Vmin
Qty Dia
Width Length ick
(in)
C
5
5 0.0
0.2
4 0.750
6.000 8.125 0.375
0.0
A
5
4 0.0
0.2
4 0.750
6.000 8.125 0.375
0.0
ANCHOR BOLT SUMMARY
Oia
P(in)
Qty
Locate
(in)
Type
IN 8
Endwall
3/4-
A307
2.50
0
Fro me
3/4-
42
WindCol
A307
2.50
BUILDING BRACING REACTIONS
d: Reactions (k ) Panel Shear
-Wall - Col -Wind - -Seismic - (Ib7ft)
Loc Line Line Horz Vert Horz Vert Wind Seis Note
h
F_ W 5 Torsional Bracing Used ( )
R_EW A h
B_SW 6 B g
(gg)Wind column at column line
(h Rigid frame at endwall
WIND COLUMN REACTIONS
-Wall - Col
Loa Line Line R/L Load -ID
M B_W 6 B R Wind
Seismic
0
V`' H +V
TRIPP & ASSOCIATES
(RIO CITRUS)
FT. PIERCE, FL.
PLAN:
NOTES FOR REACTIONS
Building reactions are based on
the following building data:
Width (ft)
30.0
Length (t
46.0
Eave Height (it)
= 12.4/ 14.9
Roof Slope rlse/12)
= 1.0
Dead Load psf )
= 2.5
Collateral Load sf
= 0.0
Roof Live Load sf
= 20.0
Frame Live Load psf
= 12.0
Wind Speed (mph )
= 153.0
Wind Code
= FBC 14 (IBC 12)
Exposure
= B
Closed/Open
= 0
Importance Wind
= 1.00
Importance Seismic
= 1.00
Seismic Zone
= A
Seismic Coeff (Fa*Ss)
= 0.09
ID Description
1 Dead+Collateral+0.75L
2 0.6Dead+0.6Wind_Rtgt
3 0.6Dead+0.6Wmd_Lonl
4 1.01 Dead+1.01 Collater
5 1.01 Dead+1.01 Collater
d: Reactions
Harz
Vert
Moment
Anc_Bolt
Base_Plate(in)
(k )
(k )
(f-k )
Qty Dia
Width Length Thick
6.1
26.7
71.3
4 0.750
6.000 37.000 0.500
0.4
1.8
4.9
FILE COPY
DESIGN CRITERIA
TO FRAMES,
TO PURLINSI
LOAD,
LOAD,
FBC
14
12
PSF
20
PSF
9517
5
PSF
9518
0
PSF
0
PSF
153
MPH
2
1
B
II
ON, 9517
ENCLOSED
9518
OPEN
JOB #
9517/9518-CR
SHEET 2 OF 9
COLUMN REACTIONS
SIDEWALL FRAMING: FRAME LINE 6
MEMBER TABLE
FRAME
LINE 6
UAN
I
MARK
I PART
I LENGTH
1
WF-15q
WBX15
10 —5
2
E-10
8E2121-1
22'-11 1/2"
i
- "OUT -TO- T OF 5 BLD-9517 I
C
to" A B 22'-2" - 1q"w O "
in
N e
BOLT TABLE
FJ131 FRAME LINE 5
"I -- _ FJJ- 4 LOCATION U TYPE G �i
car _column of 4 A325 3 4 3
_- - - ER-3/ER-4 8 A325 3/4" 3"
EC-5/ER-3 1/2" 1 1/2" R
I i 4
I I 1n
a I I
I _ _
I I
N I _ I
- $
N j 4
I I
I �
I
I
H -- - - - ------ --- ----
--- I �
7 C _3.=
EC-4 5. EC-5 EC-6
ELIT
S T R U C T U RR E S
A DIVISION OF ELITELONT
ENDWALL FRAMING: FRAME LINE 5
ENDWALL FRAMING: FRAME LINE 1
PH 229-896-7569
FAX 229-896-7560
P.O. BOX 207
INC. ADEL , GA 31620
N.T.S, I ...... 6-23-2015
iRAWN BY: J A NASH SALES: A DUKES
BUILDING SIZE:
BUILDING VARIES
1o"
ANGLE TABLE
FRAME LINE 5
IQIDI MARK I LENG H
1 I L2x4 1 20 -0
FLANGE BRACE TABLE
FRAME LINE 5
IVIDI MARK I LENGTH
1 I F831 12-7
BOLT TABLE
FRAME LINE 1
LOCATION
UAN
TYPE
DIA
LENGTH
(;or-Column/Rat
1 4
A325
3 4
3
ER-1/ER-2
8
A325
3/4"
3"
EC-2/ER-2
4
A325
1/2"
1 1 2"
ANGLE TABLE
F E LINE 1
IQIUI MAKK I LENGTH
L2x4 I 20--U
FLANGE BRACE TABLE
FRAME LINE 1
IVIDI MARK I L NGTH
1 1 FB31 2 -7
REVISION
DATE: DESCRIPTION
NOTE:
(2) 3070 WALK DOORS TO BE
FIELD LOCATED BY OTHERS
BOLT TABLE
FRAME LINE A
LOCATION I QUAN TYPE DIA LENGTH
9517
9518
Car olumn Raf 1 4 A325 1/2" 1 1 2
12
TITLE/LOCATION
Co
NNECTION PLATES
FRAME LINE A
D I MARK PART
1 1 n100
WALL FRAMING: FRAME LINE A
EC-6 RF1-1 RF1-1
A LE TABLE
F ME LINE C WALL FRAMING: FRAME LINE C
OI MARK LENGTH
1 L2x4 20 -0
CONNECTION PLATES
FRAME LINE C
❑ ID I MARK PART
1 I n100
FILE COF
MEMBER TABLE
FRAME
LIN A
MARK
PA T
I LENGTH
9517
E-1
1OE2141-11
24 -11
1 2
E-2
1OE2141-11
26'-11
1/2"
E-3
1OE2141-11
24'-11
1/
G-6
10X25Z12
24-8
1/ 2"
G-7
10X25Z12
26'-5
1/2"
G-8
1OX25Z12
24'-5
1/2"
CB-1
3 8 CBL
35'-8"
9518
EC-109
WBX15
1 1 -10
5 8
ANGLE TABLE
FRAME LINE A
IQ1DI MARK I
LENGTH
1 1 L2x4 I
20 -0
RF1-1
EC-1
2 1z
BOLT TABLE
FRAME LINE C
LOCATION
I 9LIAN—TYPE D
LENGTH
9517
9518
Cor Column Raf
4 A
5
2
Y
MEMBER TABLE
FRAME LINE C
MARK ART LENGTH
9517
E-4
E-5
E-6
G-6
G-7
G-8
CB-2
1OE214L1
1OE214L1
tOX25Z12
1OX25ZJ
1OX25Z12
1OX25Z12
5 16 CBL
2- 1
24'-11
26'-8
24'-8
26'-5
24'-5
33'-4'
1 2
1/2"
1J2"
1/ 2"
1/2"
1/2"
9518
EC-1001 W8X15 1 1 -10
8
DESIGN CRITERIA
BUILDING CODE, FBC 14
LIVE LOAD TO FRAMESI 12 PSF
LIVE LOAD TO PURLINSI 20 PSF
COLLATERAL LOAD,9518 5 PSF
9518 0 PSF
SNOW LOAD (GROUND)I 0 PSF
WIND LOADI (ULTIMATE), 153 MPH
WIND IMPORTANCE FACTOR, 1
WIND EXPOSUREI B
BUILDING RISK CATEGORYI II
ENCLOSURE CLASSIFICATIONi 9517 ENCLOSED
9518 OPEN
PLAN:
JOB
TRIPP & ASSOCIATES
9517/9518-WP
SHEET 3 of 9
(RIO CITRUS)
FT. PIERCE, FL.
WALL FRAMING PAGE
9 -4- -(�,
I
U
w
N
1
W
gUp(WpBRX710g)�pMg
FOER��pCL00LER UNIT:
O RSOCATED BY
r e
r c
Dr1-9
r_A
ELITE TO SUPPLY (W8X10)
SUPPORT BEAMS FOR COOLER UNITS
TO BE FIELD LOCATED BY OTHERS
-
-
w
o
0
P-1 T
P-2 T
p_ T
P-4
70,
ti
ER-1
ER-4
a
rT
0
T
O
a
I
I
I
a
I
Gg
I
RF1
RF1-2
RFi 2
70"UZI.
w
O
w
K
a
FT
O
T
af
af
O
O
I
I
ER-2
ER-311
o
n.
(W8X10)
(W8X10)
(WBX10)
(W8X10)
(W8X10)
WSX10
(W8X10)
W8X10
a
E-1 Khl-6 E-2 Khl -D E-J
PURLIN S-1 3/4; 2'-7 3
LAP (9517) 3 -1 3/4• 2 -1 ale
MEMBER TABLE
ROOF PLAN
MARK
PART
LENGTH
9517
P-1
1OX25Z12
28 -1 1/2"
P-2
1OX25Z14
32'-3 1/2"
P-3
1OX25Z14
30'-3 1/2"
P-4
1OX25Z12
28'-1 1/2"
E-1
1OE214H1
24'-11 1/2"
E-2
1OE214H1
26'-11 1/2"
E-3
1OE214H1
24'-11 1/2"
E-4
1 OE214L1
24'-1 1 1/2"
E-5
1 OE214L1
24'-1 1 1/2"
E-6
1 OE214L1
26'-1 1 1/2"
CB-3
1 /4_CBL
35'-8"
CB-4
1 /4_CBL
32'-811
CB-5
1 4_CBL
33'-1 1 It
9518
EB- 100
W8X 10
4'-0 13 16
EB-101
W8X10
4'-0 13/16"
P-10
8X25Z12
25'-1 1/2"
P-101
8X25Z16
24'-1 1/2"
E-100
8E212L1
22'-11 1/2"
E-101
8E214L1
22'-1 1 1/2"
E-104
8E214L1
22'-11 1/2"
CB-10
1 4 CBL
37'-2"
PH 229-896-7569
FAX 229-896-7560
P.O. BOX 207
INC. ADEL , GA 31620
SCALE: DATE:
N.T.S. I
8-23-2075
,RAWN BY: J A NASH SALES: A DUKES
BUILDING SIZE:
ROOF FRAMING PLAN
G-I
ANGLE TABLE
ROOF PLAN
OIDI MARK I LENGTH
1 1 L2x4 1 20 -0
EXTENSION
CANOPY BOLTS
ROOF PLAN
MARK
QUAN TYPE DIA LE TH
EB-100
4 A325 1 2 1 4
EB-101
4 A325 1 2" 1 4"
REVISION TITLE/LOCATION
DATE: DESCRIPTION TRIPP & ASSOCIATES
(RIO CITRUS)
FT. PIERCE, FL.
PLAN:
V
w �
O
O
iT
w
w
it
W
O
iT
W
FIE. `
DESIGN CRITERIA
BUILDING CODE,
FBC
14
LIVE LOAD TO FRAMES,
12
PSF
LIVE LOAD TO PURLINS,
20
PSF
COLLATERAL LOAD
PSF
COLLATERAL LOAD,
9518
0
SNOW LOAD (GROUND),
0
PSF
WIND LOAD, (ULTIMATE),
153
MPH
WIND IMPORTANCE FACTOR
1
WIND EXPOSURE,
B
ENCLOSURE CLASSIFICATION,
95117
ENCLOSEDOPEN
8
JOB #
9517/9518-RF
`ELITE
S T R U CC T U R E S
A DIVISION OF CLITEeONT
BUILDING VARIES
ROOF FRAMING I SHEET 4 OF 9
-4-1 �
E-102
E-102
ROOF LINER SHEETING PLAN
PANELS, 26 Go., PBR - Whlte
TRIM TABLE
ROOF PLAN
001 MARK I LENGTH DETAIL
E-102 1 17 -3 TRIM-3
PH 229-896-7569 SCALE: DATE: _ TITLE/LOCATION
N.T.S. 9=23-2015 REVISION
L'= FAX 229-896-7560 DRAWN BY: J A NASH SALE& A DUKES DATE: DESCRIPTION TRIPP & ASSOCIATES
S T ItU C T U R E S P.O. BOX 207 BUILDING SIZE: (RIO CITRUS
A DIVISION OF ELITECONTRACTINC INC. ADEL , CA 31620 BUILDING VARIES FT. PIERCE, FL.
DESIGN CRITERIA
BUILDING CODE,
FBC
14
LIVE LOAD TO FRAMES,
12
PSF
LIVE LOAD TO PURLINS,
20
PSF
LOAD,
9518
0
PSF
COLLATERAL
9518
SNOW LOAD (GROUND),
0
PSF
WIND LOAD, (ULTIMATE),
153
MPH
WIND IMPORTANCE FACTOR,
I
WIND EXPOSURE,
B
BUILDING RISK CATEGORY,
II
ENCLOSURE CLASSIFICATION,
9517
ENCLOSED
9518
OPEN
PLAN: JOB $
9517/9518-RLP
ROOF LINER PANELS SHEET 6 OF 9
V..
1i
V.
1�
TRIM TABLE
FRAME LINE A
OI
MARK
LENGTH
D IL
1
E108
17 —3
TRIM-
2
ER105
12'-1"
TRIM-6
3
ER105
8'-11"
TRIM-6
4
E-102
17'-3"
TRIM-3
5
FL13B
1'-0"
6
ER101
15'-3"
TRIM-2
7
FL13A
2"
Q1"
12
Q Q Q 4 4 4
Elo
WALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. PBR — NEED COLOR
(Gutter with 6 downspouts)
l
WALL SHEETING & TRIM: FRAME LINE C
Q Q Q
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS 26 Gm PBR — NEED COLOR
TRIM TABLE
FRAME LINE 1
O D
MARK
I LENGTH
DETAIL
1
E108
15 —7
TRIM-9
2
ER105
20'-0"
TRIM-6
3
ER105
12'—l"
TRIM-6
4
ER101
1
15'-7"
TRIM-2
5
ER103
7'-7"
TRIM-4
6
ER103
3'-8"
TRIM—4
I
12
NOTE:
(2) 3070 WALK DOORS TO BE
FIELD LOCATED BY OTHERS
BLD-9518 NO WALL SHEETING
WALLS ARE OPEN TO ROOF
Q
4
— -----------------------Colter
—
e 3 q!rnM°Wal-------------
[-------------------
Eave Extension ---------------
I
I
I
I OPEN TO ROOF
I
I
I
I
I
I
SIDEWALL SHEETING & TRIM: FRAME LINE 6
TRIM TABLE
M
D
R101
—
3
E106
117'-3"
TRIM-9
4
ER105
5'—l"
TRIM-6
5
ER105
20'-0"
TRIM-6
6
El 14
17'-3"
TRIM-19
7
El 15L
6"
TRIM-20
El R
I
—
�°
'�.-
0
T
f
1
O
O
I
1
30j
0
e
e
r ILLU LVVHILU
TRIM TABLE
RAME LINE
OID
MARK
LENGTH
D AIL
1
ER105
8 —11
TRIM-6
2
ER105
5'-1"
TRIM-6
3
ER101
15'-7"
TRIM-2
4
ER103
10'-3"
TRIM-4
5
ER103
7'-7"
TRIM-4
ER103
3'-8"
TRIM-4
4 PH 229-896-7569 SCALE. N.T.S. DATE. 6-23-2015 REVISION TITLE/LOCATION
uELITE FAX 229-896-7560 DRAWN BY: J A NASH I SALES: A DUKES DATE: DESCRIPTION TRIPP & ASSOCIATES
S T R U C 1 U R F 5 P.O. BOX 207 BUILDING SIZE: (RIO CITRUS)
A PMSION of ELIT$CeimucTiNG INC. ADEL GA 31620 BUILDING VARIES FT. PIERCE, FL.
ENDWALL SHEETING & TRIM: FRAME LINE 5
PANELS: 25 Gs. PER — NEED COLOR
(0518 PANELS 26 Go. PER — White
DESIGN CRITERIA
WALL SHEETING
9517
9518
9517
9518
JOB #
9517/
I
I
I
I
I
I
I
I
I
I
I
J
EM
FILE COPY
FBC 14
12 PSF
50 PSF
PSF
0 PSF
1PSF
53 MPH
1
B
II
ENCLOSED
OPEN
SHEET 7 OF 9
t�
0
LI ETE
S T R U C T U R E S
A DMSION OF EmmCONY
34'-5"
I
0
i I
N
I
I
I
I
I
`a
I
N I
I
-
EXTENSION
CANOPY BOLTS
ROOF PLAN
MARK
QUAN TYPE DIA LENGTH
EB-100
4 A325 1 2 1
3 4
EB-101
4 A325 1/2 $$ 1
3 4"
TRIM TABLE
ROOF PLAN
OID
MARK
LENGTH
DETAIL
1
FL1313
1 -0
2
E115L
6"
TRIM_20
3
E-102
15'-6"
TRIM-3
4
E114
15'-6"
TRIM_19
5
E115R
6"
TRIM_20
6
ER101
4'-0"
TRIM_2
PH 229-896-7569 SCALE. N.T.S. DATE 6-23-2015
FAX 229-896-7560 DRAWN BY: J A NASH SALES: A DUKES
P.O. BOX 207 BUILDING SIZE:
ADEL , GA 31620 BUILDING VARIES
ROOF SHEETING PLAN
PANELS: 26 Go. PBR - White
FILE COPY
DESIGN CRITERIA
BUILDING CODES
FBC
14
LIVE LOAD TO FRAMES,
12
PSF
LIVE LOAD TO PURLINS,
20
PSF
COLLATERAL LOAD, 9517
5
PSF
COLLATERA LOAD, 951E
0
PSF
SNOW LOAD (GROUND),
0
PSF
WIND LOAD, (ULTIMATE),
153
MPH
WIND IMPORTANCE FACTOR,
1
WIND EXPOSURE,
B
ENCLOSUREICLASSIFICARTIONj 9517
ENCLOSED
9518
OPEN
REVISION nnf/LOCRON
PLAN: JOB /
9517/9518-RS
DESCRIPTION TRIPP & ASSOCIATES
(RIO CITRUS)
FT. PIERCE, FL.
ROOF SHEETING SHEET 8 OF
9
A D
Q1"
12
25'-4"
B Ga. PBR. `Ahlte
RIGID FRAME ELEVATION: FRAME LINE 2 3 4
MEMBER
TABLE
Web De th
Web
Plate
Outside
Flange
Inside
Flange
Mark
W
x
Thk x Length
W
x
Thk x Length
Start nd
Thick
Length
RF1-1
16.0 16.0
0.135
89.7
6
x
1/4" x 120.0
6
x
1/4" x
120.0
16.0/16.0
0.135
119.0
6
x
5/16" x 109.2
6
x
5/16" x 88.7
16.0/16.0
0.250
21.8
6
x
5/16" x 16.3
RF1-2
18.0/15.0
0.188
117.0
6
x
1/4" x 240.0
6
x
1/4" x
237.1
15.0/12.3
0.135
108.0
6
x
1/4" x 240.0
6
x
1/4" x
240.0
12.3/12.0
0.135
12.0
6
x
1/4" x 39.1
6
x
1/4" x
42.2
12.0/14.5
0.135
119.0
14.5/15.8
0,135
61.0
15.8/18.0
0.188
103.6
RF1-3
16.0/16.0
0.250
23.2
6
x
5/16" x 16.3
6
x
1/4" x
12.0
16.0/16.0
0.135
119.0
6
x
5/16" x 155.1
6
x
1/4" x
239.9
16.0/16.0
0.135
119.0
6
x
1/4 x 120.0
16.0/16.0
0.135
13.9
SPLICE BOLT TABLE
Mark TOo Bot Int Type Do Length
SP-1 14 4 0 A325 0.750 3.00
FLANGE BRACES: Both Sidee(U.N.)
FBIaA(((1))• xx=length(in)
A - L2X2X14G
RIGID FRAME ELEVATION: FRAME LINE A
MEMBER SIZE
TABLE
MARK
MEMBER
LENGTH
RF1-100
RF1 -101
W12X26
W8X21
1 1 -9
290-0 1 211
i:wM
SPLICE BOLT TABLE
Qty
Mark
To Bot Int Type Diu Length
SP-1
4 4 0 A325 0.750 3.00
SP-2
1 4 0 0 A325 0.750 3.00
FLANGE BRACES: Both Sides(U.N.)
FBxxA(1 xx=length(in)
A - LIX14G
Ankh 7 In& AF
10y
I --m IF BY6BPG
WJLE IRE M
RR 5. R SCREV ROOF PLIdR
RR. m p��6
R 1xS ttt P➢RLIN
ENO 6
BIIORING
��F{1{{�� gppsY"
pRPR It�j,
ASO AMP PRLIN TO ERPANDARE ENDWALL
RIGN FRAM
ENWALL
R/FTIR
E AUL
®ENDWALL RAFTER TO COLUMN
TE.A�R.1RER
ENMALL
C➢LUNN
SEE ERECTOR! GRAYDl65 Pp! MT S�
CORNER COLUMN TO
ENDWALL RAFTER
RAMS
RAFTER
T
CRNECTION
1
1 PLATE
ENDVAI.L
CDLUlf!
ENDWALL RAFTER TO COLUMN
e'
DOOR .MMB 1
I
^�
ySLBEB p1ATE VALL �
K3 WALL GIRT TO DOOR JAMB
TN Lv
VNL OWT
ql
SECnY! 77
LB DOOR JAMB TO WALL GIRT
LOa! 111Y
o TO
O
�� Eml1 �RRfLEVAT➢R1
ImLTr, B.'O' BY IA' (ttP)
® DOOR HEADER TO DOOR JAMB
CAHF GRIP,
mum nR
RRFTER VEB
XILLSInE
CABLE VRSXER
��
ETWAS E
SLOT IN m
RI LSME WASHER WERIX9ERT NUT
AND Er®oLT
QZ DIAGONAL CABLE, EYEBOLT END
uy-I/// •W r=. r"
" BASE ANGLE
NRR
I
BASE TRIM
BA AN. W/ TRIM
•
__ ________
{,�yµy
RxTpt VEL9EX PLATE
i.
A7 ECTION THRU ENDWALL RAFTER
a ve•
R6
m LR
----IR
WDEVALL
VRCOL"
ENEVKL COLDM!
yr
]/V
S12'
eve•
caLR
S e/P•
1 v4•
1 vV y{.
{a
F-�
C6 N➢WALL COLUMN TO WALL GIRT
BFAM
4 GIRT/HEADER BEAM TO R/W COLUMN
®
____IOI
ELDEO
TALL
D17 CORNER COLUMN TO WALL GIRT
PLNI MVATaN
E3 BASE PLATE FOR ENDWALL COLUMN
O
wERATE
ELEVATIR!
O BASE PLATE TO ENDWALL
ES COLUMN OR ➢OOR JAMB
! 1/A•
Rd TRIM NI R PNA
ER101
S/C
EAVE iNDI
E102
/ 1 S/D,
mLOPPLATEAI_VAOED
HEAD TRDI
ER103
1 3/1'
S/1•PLAN
VRsmE CODED 1R1M
ER105
1 ]/��
MrD6 L9lelfk 1RD1
ER106
ZLO O0.1'ER
tR
LB' MY$, OTR I
I
W.f ARR YY
SLLIS,
nva®•
EwE RmR
-------
I lY1R 2W
I
I
COLOR
� li I, I
��I L
eT
VMOES VMI[S
1P i•
E
rt evlY
SEE Ex➢VNL aiAV
N BRI WA MOD Tt
IF �11RAFTER SPLICE AL12NG SURFACE
t�
Q �„Myp To INTERIOR a E RAFTER
H9 WIND DENT OR WIND COLUMN
TO BUILDING COLUMN
F OF
sEcrml PevATRR
EAVE EAVE STRUT TO RIGID FRAME
arcr➢R PLVAT➢R
EAVE STRUT TO RIGID FRAME
RAa TRG
EIOB
/ e 1/4'
��
e6Y WIYrRI NTTfP
E114
Para eDIL
E115
3RnA S1P'WS
E116
D➢VNSPDIIT amAIom
E117
DESIGN CRITERIA
BUILDING CODE, FBC 14
4' LIVE LOAD TO FRAMES, 12 PSF
LIVE LOAD TO PURLINS, 20 PSF
COLLATERAL LOAD, 9517 5 PSF
COLLATERAL LOADt 9518 0 PSF
SNOW LOAD (GROUND), 0 PSF
WIND LOAD, (ULTIMATE), 153 MPH
WIND IMPORTANCE FACTOR, I
mX1PPPa vml {s aaDv mvwrvn arw WIND EXPOSURE, B
BUILDING RISK CATEGORY, II
E118 E122 ENCLOSURE CLASSIFICATION, 9517 ENCLOSED
9518 OPEN
�"" PH 229-896-7569 SCALE. N.T.S. DATE. 6-23-2016 REVISION TITLE/LOCATION PLAN: JOB #
EL1� FAX 229-896-7560 DRAWN BY: J A NASH SALES: A DUKE$ DATE: DESCRIPTION TRIPP & ASSOCIATES CROSS SECTION 9517/9518-XS
S T R U CT U R E S P.O. BOX 207 BUILDING SIZE: (RIO CITRUS) DEATIL DRAWINGS SHEET 9 OF 9
WISION OE 'rR�PLITECONTRACTING INC. ADEL , CA 31620 BUILDING VARIES FT. PIERCE, FL.
R If