HomeMy WebLinkAboutPLANS 31
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PROJECT LAYOUT PLAN
NOTE: THE PURPOSE OF THE PROJECT LAYOUT PLAN IS
TO SHOW THE RELATIONSHIP AND ORIENTATION OF
THE VARIOUS BUILDINGS WHICH MAKE UP THE
PROJECT.
THE PROJECT LAYOUT PLAN IS NOT TO BE USED
TO LAYOUT, FORM 'UP, OR POUR, THE FOUNDATIONS
AND/OR SLABS.
M 5T®_ E AMNr7 5y9TEMS INC.
LIBERTY BAPTIST CHURCH
REVISIONS 1---.-.14-12-272 12/22/14 1
FORT PIERCE. FL
PROJECT LAYOUT PLAN
NE
SCANNED
BY
St. Lucie Countv
Gregory S. Barfield, P.E.
,,2149 Nell Purvis Road
LAdel GA 31620
ERE. # 54419 ;
STRUCTURAL STAMP
3 —3c>-1
0 DIA= 5/8"
0 DIA= 3/4"
® DIA= 1"
x DIA= 1 1/4"
f- — —
_ — _ — _ _
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ANCHOR BOLT PLAN
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NOTE: ALL BASE PLATES 0 100'-0" (UNLESS NOTED)
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Gregory S. Barfield, P.E.
I
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if NOTE: SLOPE GOWN AREA W FRONT
2149 Nell PUrVIS Road
- - -
.2•
ER
ROLDOOR 1• TO ALLOW WATER
DRAIN
TO ORAIN FROM BASE OF DOOR.
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...Adel, GA 31620
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P.E. # 54419
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STRUCTURAL STAMP
—.— — — —
— — — — — —
—
x®® o *
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A
DETAIL A
_JL_J
SEE PLAN
DETAIL B
DIA= 3/4"
tI�
SEE PLAN
DETAIL C
DIA=
90
3
2 1/2^
3°
2 1/2"
1
10 1/2^
1 —0"
DETAIL D
DETAIL E
DIA= 1"
DETAIL F
4" 2" 2°
s"
9�F
90 rill
1/2^
L219
DETAIL G
SEE PLAN
SEE PLAN
o.
u
N I
SEE PLAN SEE PLAN
'-8 1 8"
II
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V-10 1 8" 4^
* #FRAME LINE MARKER.
DETAIL J
STEM_ EBULONCE S1-:MTE-fxx6 INC.
REVISIONS --- ----14-12-272
LDGTDN:
FORT PIERCE, FL
DRAWING NAME
ANCHOR BOLT DETAILS
DRAWING NO: DRAWN BY:
PAGE 1.2 MSS
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
J ^- 30 '-L J
Q Y $1 COLUMN LINE
RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES
FRM
COL
LOAD HMAX -COLUMN
V RELOAD "Ill
V
ANC_BOLT
ME -PLATE (IN)
ELEV.
LINE
LINE
ID
H
VMAX
ID H
VMIN
QTY
DIA
WIDTH LEND THICK
(m)
1
G
15
1.3
18.8
5 -2.6
-4.9
4
1.000
8.00 8.375 1.000
0.0
2
0.6
22.3
7 -0.1
-9.8
1
A
6
3.2
-6.1
1 -1.5
4.6
4
1.250
8.00 9.250 1.000
0.0
10
-1.1
4.7
9 0.0
-11.6
1
D
4
0.8
-3.0
9 -1.3
-3.8
4
0.750
8.00 12.OD 0.500
0.0
16
0.0
23.3
6 0.2
-5.6
1. ALL LOADING CONDITIONS ARE EXAMINED AND ONLY MAXIMUM/MINIMUM H OR V AND THE
CORRESPONDING H or V ARE REPORTED.
2. POSITIVE REACTIONS ARE AS SHOWN IN THE SKETCH. FOUNDATION LOADS ARE IN
OPPOSITE DIRECTIONS.
3. BRACING REACTIONS ARE in THE PLANE OF THE BRACE WITH THE H POINTING AWAY
FROM THE BRACED BAY. THE VERTICAL REACTION IS DOWNWARD.
4. BUILDING REACTIONS ARE BASED ON THE FOLLOWING BUILDING DATA
WIDTH (ft HH))T{ ( ) = 90.0
OOF SLOPE (RfSE/12) = q p/0/ 16.0
DEAD LOAD (psfT = 2.04
COLLATERAL LOAD (pSI = 0.0
ROOF LIVE LOAD 1psf 20.0
FRAME LIVE LOAD psf = 12.0
WIND SPEED (mph) - 161.0
WIND CODE = FBC 10 (IBC 12)
SECLOD%OPENPARTIAL = C
IMPORTANCE WIND
= 1.00
IMPORTANCE SEISMIC = 1.00
SEISMIC CGEFF (F.-ES) = A0.09
5. LOADING CONDITIONS ARE
1
2
3
4
5
6
7
9
9
10
11
12
13
14
15
16
RIGID
FRAME:
BASIC COLUMN REACTIONS (k )
FRAME
COLUMN -----Dead --------
Live -------- Floor------
Wind_Left1-
-Wind_Rightl-
--Wind_Left2-
LINE
LINE
HORIZ
VERT
HORIZ
VERT
HORIZ
VERT
HORIZ
VERT
HORIZ
VERT
HORIZ
VERT
1
G
0.4
3.5
1.2
4.0
0.8
19.0
-5.1
-12.7
-0.8
-9.7
-4.7
-6.9
1
A
-0.5
1.4
-1.8
4.0
-0.2
0.1 -
1.6
-9.7
7.6
-12.8
0.5
-3.9
1
D
0.1
4.6
0.6
5.6
-0.7
18.2
-2.5
-10.8
-0.8
-10.7
-1.8
-6.3
FRAME
COLUMN-Wind_Rigght2-
--Wind-Long1-
--Wind_Longg2-
-Seismic-Left
HORIZ
VERT
Seismie_Rigght
HORIZ
VL:RT
-Seismic-Long
HORIZ VERT
LINE
1
LINE
G
HORIZ
-0.4
VERI"
-3.9
HORIZ
-2.5
VERT
-126.2
HORIZ
0.3
VERT
-125.3
-0.1
-0.1
0.1
0.1
0.0
-1.4
1
A
6.5
-7.0
2.7
-123.9
2.4
-127.7
-0.2
0.1
0.2
-0.1
0.0
-1.2
1
D
-0.1
-6.2
2.3
-10.6
-5.1
-7.7
-0.4
0.0
0.4
0.0
0.0
-0.2
FRAME
COLUMN F1PAT_H 1-
F1PAT-LL_2-
LINE
LINE
HORIZ
VERT
HORIZ
VERT
1
G
1.7
3.2
-0.5
0.7
1
A
-0.3
-0.1
-1.5
4.1
1
D
-1.4
3.6
2.0
2.0
ENDWALL
COLUMN:
FRM
COL
DEAD
LIVE
LINE
LINE
VERT
VERT
2
A
0.2
1.5
2
'B
0.7
4.2
2
C
0.8
3.7
2
D
2.2
3.8
2
E
2.9
3.7
2
F
2.8
4.2
2
G
1.6
1.5
BASIC COLUMN REACTIONS (k )
Floor
WIND
WIND
WIND
WIND
WIND
WIND
WINO
WIND
Seis
LIVE
Leftl
RigghtI
Left2
Rigght2
Press
Suct
Long1
Longg2
Left
VERT
VERT
VERT
VERT
VERT
HORZ
HORZ
VERT
VERT
VERT
0.0
-2.8
-2.5
-2.7
-2.4
-2.2
2.4
-2.8
-2.3
0.0
0.0
-9.4
-6.7
-9.4
-6.7
-5.3
5.9
-11.3
-6.6
--'0.0
0.0
-8.2
-5.8
-8.2
-5.8
-6.9
7.5
-10.4
-5.4
0.0
12.6
-2.7
-2.7
-3.0
-3.0
-8.3
9.1
-4.7
-4.7
-0.2
23.2
-5.8
-8.2
-5.8
-8.2
-6.9
7.5
-5.4
-10.4
-0.2
22.4
-6.7
-9.4
-6.7
-9.4
-5.3
5.9
-6.6
-11.3
-0.2
13.2
-2.5
-2.8
-2.4
-2.7
-2.2
2.4
-2.3
-2.8
-0.1
Seis
FRM
COL Right
nngg
LINE
LINE VERF
HOeis-Lo
RZ
RT
2
A
0.0
0.0
0.0
2
8
0.0
0.0
0.0
2
C
0.0
0.0
0.0
2
D
0.1
-0.5
-0.2
2
E
0.2
0.0
-0.0
-
2
F
0.2
0.0
0.0
2
G
0.1
-0.5
-0.2
ENDWALL
COLUMN:
MAXIMUM REACTIONS, ANCHOR
BOLTS, & BASE PLATES
FRM COL
LOAD HMAX --COLUMN V REALOADHMIN)
ANC
-BOLT
BASE -PLATE (IN)
ELEV.
V
LINE LINE
ID
H
VMAX
10
H
VMIN
QTY
DIA
WIDTH LENGTH TTHHICK
(in)
2
A
11
1.5
-1.5
12
-1.3
-1.5
4
0.750
8.000 8.000 0.250
0.0
1
0.0
1.8
11
1.5
-1.5
2
B
11
3.5
-6.4
12
-3.2
-6.4
4
0.750
8.000 8.000 0.250
0.0
1
0.0
4.9
11
3.5
-6.4
2
C
11
4.5
-5.8
12
-4.1
-5.8
4
0.750
8.000 8.000 0.250
0.0
1
0.0
4.4
11
4.5
-5.8
2
D
13
5.4
-1.5
14
-5.0
-1.5
4
0.750
8.000 8.000 0.250
0.0
2
0.0
14.8
13
5.4
-1.5
2
E
13
4.5
-4.5
14
-4.1
-4.5
4
0.750
8.000 8.000 0.375
0.0
2
0.0
26.1
13
4.5
-4.5
2
F
13
3.5
-5.1
14
-3.2
-5.1
4
0.750
8.000 8.000 0.375
0.0
2
0.0
25.2
13
3.5
-5.1
2
G
13
1.5
-0.7
14
-1.3
-0.7
4
0.750
8.000 8.000 0.250
0.0
2
0.0
14.8
13
1.5
-0.7
WIND
COLUMN REACTIONS
d:
REACTIONS
HORZ
MOMENT
OTYC_BDIA
VIICK
LOCALINE
LINE R/L LOAD -ID
(VKER)T
WIDTH LENGTH
F_SW A
1 R WIND
15.1
114.5
228.9
4 1.000
8.000 8.000 1.000
M
SEISMIC
0.1
1.0
2.1
r B SW G
1 L
101
11;.55
228.9
4 1.000
8.000 8.000 1.000
SEISMIC DIC
V{
'H { V
FLOOR COLUMN REACTIONS
DEAD Coll
LIVE
FRAME COL Max -Vert VERT VERT
VERT ANC -BOLT
BASE Plate (IN)
ELEV.
LINE LINE Ld (k) (k ) (k)
(k ) QTY DIA
WIDTH LENGTH THICK
(in)
01.0 022.5 2 38.0 3.9 0.0
34.0 4 0.750
6.000 8.000 0.500
0.0
f REACTIONS k Pone`Shear
-WALL- COL -WIND- -SEI M I - (Ib/it)
LOC LINE LINE HORZ VERT HORZ VERT WIND Sels
L.EW 1 RIGID FRAME AT ENOWALL
F-SW A WIND COLUMN IN WALL
SW G WIND COLUMN IN WALL 24 2
FLOOR BRACING REACTIONS
Reoctions(k )
-Location -
- Seismic
Orient
Offset
Start End
HORZ VERT
Tran
2
G F
0.2 0.1
Tron
2
F E
0.2 0.1
Tran
2
E D
0.2 0.1
Long
G
1 2
0.5 0.2
Long
D
1 2
0.5 0.2
ANCHOR BOLT SUMMARY
DIA
ROJ.
PCn)
OTT
LOCATE
C) TYPE
O 4
JAMB
5/8" A307
1.50
11128
ENDWALL
3/4" A307
1.50
49 4
FRAME
1" A307
3.00
X 4
FRAME
1
3.50
® 4
FRAME
41"A307
3 4" A307
2.50
® 8
WINDCOL
1" A307
3.00
® 4
FLOOR
3/4" A307
2.50
gap STEEL Bull MNS a7ySTEfXXSJ INC.
I REVISIONS 1 14-12-272 1 12/22/14 1
(Gregory S. Barfield, P.E.
i 2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
sruE:
R BOLT REACTIONS I NONE
PAGE 1.3 1 MSS I HEF
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24 - V
OUT —TO —OUT OF STEEL
E-2
--
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P-1 NP ) I "�t
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L-1 d
'URLIN BRACE (TYP.) *
ROOF FRAMING PLAN
*SEE PAGE 2.2 FOR
PURLIN BRACE DETAILS.
NOTE: FIELD REAM EAVE STRUTS
AT 5/8' BOLT LOCATIONS.
REVISIONS
P-2
10x25Z14
24'-9 1/:
P-3
10x25Z12
24'-9 1/:
P-4
10x25Z12
24'-9 11.4
E-1
1OES14@4
24'-9 1/:
E-2
10ES14@4
24'-9 1/,
CB-1
3/8 CBL
28'-3 15
CB-2
3/8 CBL
27'-9 3/1
CB-3
5/16 CBL
28'-3 1Zq
CB-4
5/16 CBL
28'-4 3/1
CB-5
1/4 CBL
28'-4 1/1
CB-6
1/4 CBL
28'-5 1/1
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
q1M STEEL BULM 1G S'-mISTEIMS INC.
USTOMEe:
LIBERTY. BAPTIST CHURCH
OB N0: 14-12-272 DpE 12 22 14
0=0N:
FORT PIERCE, T r 2�_`�
RAWINC NPHE,J : STALE
MSS
4
4
BASE PLATE TABLE
CGL
PLATE SIZE
MARK
WIDTH THICK
LENGTH
BP-1
8" 7"
8 3/8"
8P-2
8" 1`
9 1//4"
BP-3
8" 1/2"
1'-b'
FIANCE BRACE TABLE
FRAME LINE 1
I
b1D
1 SI ES I MARK
LENGTH
1
I F81
2'-5 1/B`
2
1 F82
2'-6 1�16"
3
1 F83
2'-9 7 16"
Q4"
12
4
G
ZS �\O
HS i m
MARK 1 START NO 1 THICK LENGTH W-x-THK x LENGTH
RFI-I 7.6 12.0 0.135 10-11 x 1 2 x 15-0 3 lfi
12.0/12.0 0.135 3'-0 1/4" 5 x 1/4" x 1'-1 1 16"
12.0/12.0 0.188 1'-5 1X8"
RFI-2 12.0/12.0 0.135 11'-I1' S x 1/4" x 20'- 0"
12.0/12.0 0.135 11'-I15 z 1/4" x 11 -3"
12.0/12.0 0.135 7'-9 1/8"
RF1-3 12.0/12.0 0.135 1V-11 5 x 1/4" x 14'-10 3/8"
12.0/12.0 0.135 2'-11 3/8"
RFI-4 12.0/12.0 0.135 2'-11 1/2" 5 x 1/4" x 14'-10 1/2-
1
2.0/12.0 0.135 11'-11"
RFI-5 2.0/12.0 0.135 3'-1" 5 x 1/4" x 10'-5 5/8"
12.0/12.0 0.135 11'-11` 5 x 1/4 x 20-0"
D/F CAP 14 3/21.0 0.135 W- 1
/^\ 14.3/21.0 0.135 4'-1
RFI-6 21.0/21.0 0.188 2'-2 518" 5 x 1/4" x 1'-10 9/16"
21.0/ 9.9 0.135 11'_11 5 x 1/2 z 15'-0 3/16
^6 I RFI-7 I B12X25.6�V
O
1
011r
O �ti
%'6. y
^g.
O
RIGID FRAME ELEVAIIUN: FHAME LINE 1
idam STEEL BUILOWG SySTEnRs 1Nc.
LIBERTY BAPTIST CHURCH
REVISIONS 14-12-272 1 12/22/14 1
1 /15 1 FORT PIERCE. FL
RIGID FRAME CROSS
I0R)kq
J x 174 x m-11 IL 1b
5 x I/4" x 3'-0 1/4
5 x 1/4" x 20'-0"
5 x 1/4" x 11 -7 1/8"
5 x 1/4" x 14'-6 1/4"
5 x 1/4" x 14'-6 3/8"
5 x 1/4" x 15'-0"
5 x 1/4` x 16'-0 15/16"
5 x 1/4` x 13'-5 3/I6"
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
5-.56-c �-
r
PAGE
MSS
.i EAVE RIDGE
�11 L (2) #12x1 1/4" SCREWS
b (GALVALUME)
PURLIN BRACING DETAILS
(SEE PAGE 2 FOR PURLIN BRACE LAYOUT)
(4) #12x1 1/4" SCREWS
(GALVALUME)
8" SPLICE
LO O OJ
1�1 11
(4) #12x1 1/4" SCREWS
(GALVALUME)
*>k�k NOTE: MINIMUM SPLICE LENGTH.
SPLICE LENGTH = GAP + 8".
u /o revr 1Tn. it
H/S EAVE @ SINGLE SLOPE
1
(2) #12x1 1/4" SCREWS
(GALVALUME)
j� STEEL EK-L L.11Na SySTErAs wc.
LIBERTY BAPTIST CHURCH
REVISIONS JOB NO: M E
14-12-272 12/22/14
FL
G DETAILS
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
SBS SUPPLIES CABLES CUT TO THE NEAREST FOOT
LONGER THAN THE REQUIRED LENGTH. FOLLOW
THESE INSTRUCTIONS FOR CABLE INSTALLATION.
[1] INSTALL ONE END OF THE CABLE FOLLOWING THE
[6] INSTALL CUT END OF THE CABLE FOLLOWING THE
INSTRUCTIONS OF THE GRIP MANUFACTURER.
INSTRUCTIONS OF THE GRIP MANUFACTURER.
[2] INSTALL THE EYEBOLT AND HILLSIDE AT THE OPPOSITE
[7] TENSION CABLE AS REQUIRED.
CABLE END.
[3] HOOK GRIP THROUGH EYEBOLT.
[4] PULL CABLE TIGHT AND MARK LENGTH TO MATCH THE HILLSIDE
HILLSIDE
INSTALLATION MARK ON THE GRIP. EYE —BOLT
EYE —BOLT
[5] CUT CABLE TO LENGTH.
GRIP COLUMN OR
GRIP COLUMN OR
RAFTER
RAFTER
CABLE
CABLE
J�
G
CABLE
CABLE
COLUMN OR GRIP
COLUMN OR GRIP
RAFTER
RAFTER
EYE —BOLT
HILLSIDE
EYE —BOLT
HILLSIDE
Gregory S. Barfield, P.E.
2149 Nell Purvis Road .
Adel, GA 31620 "
P.E. # 54419
STRUCTURAL STAMP
STEEL BUL0 qG S'-JSTEMS INC.
Dummm:
LIBERTY BAPTIST CHURCH
J
REVISIONS JOB NO: 7
14-12-272 2 22 14
U] EoanoN:
FORT PIERCE, FL
[1] DRAWING N & SCALE
CABLE BRACING DETAILS NONE J �/
[3] DRAWING ONDRAWN W. CHECKED BY:
PAGE 2.3 MSS
24'-10"
OUT -TO -OUT
OF STEEL
(FLOOR)
I/ I
I I
MEOW MUTLAYOUT PLAN
FLOOR HEIGHT = 10'-0"
I I
I I
MEZZANINE FLOOR LOADS
DEAD LOAD = 10.0 PSF
I I
LIVE LOAD = 125.0 PSF
I I
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Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
I I
P.E. # 54419
N
I3
r,
RI
np
N
1 24'-10" OUT —TO —OUT OF STEEL 2
w
w
f-
N
L,
O
H
0
0
0
I
0
0
0
0
m
... ... ...N .__.
I
I
SUPPORT
BEAM
BOLT TABLE
❑ ID
1 Q1Y
TYPE
DIA LENGTH
S1
1 4
A325
5 8 2 1 2
SUPPORT
COLUMN
BOLT
TABLE
❑ ID
I QTY
TYPE
DIA
LENGTH
C1
1 4
A325
5 8
2 1 2
M8-2
812X63
21'-11
M8-3
612X13.8
13'-11
MB-4
B12X15.8
14'-11
MB-5
B12X15.8
14'-11
MB-6
°B12X13.8
23'-9
MC-1
B8X11.9
9'-0"
WampRAMING LAYOUT
FLOOR HEIGHT = 10'-0"
MEZZANINE FLOOR LOADS
DEAD LOAD = 10.0 PSF
LIVE LOAD = 125.0 PSF
SBS STEEL BLJ=WG SySTEms INM
CUSTOMER:
LIBERTY BAPTIST CHURCH
REVISIONS JOB R0: DATE:
14-12-272 1 6/15
02/11 /15 FORT PIERCE. FL
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
S-.:,:) C�'� 13
MSS
I H 3 c
RF1-6
9' -4" 10' -0"
SIDEWALL FRAMING: FRAME LINE A
I
LO
G-8 ie
H9
DH-1M
I
G-7
I N
I
T
2x4x14AN T1
E5
m H of J [
EC-1 EC-7
3* 4"
-6" SIDEWALL FRAMING: FRAME LINE G
BOLT TABLE
FRAME LINE A & G
LOCATION
I OUAN TYPE DIA LENGTH
WF-1 - HI1-6
8 A325 5 8 2 1 2
WF-1 - RF1-1
8 A325 5 8" 2 1 2"
SPECIAL BOLTS
o ID
QUAN TYPE DIA LENGTH WASH
1
1 2 A325 5 8 2 1 2 2
*FIELD LOCATE (2) 3070 PERSONNEL
DOORS WITH JAMBS PER OWNER'S
LOCATIONS.
MEMBER TABLE
FRAME LINE A & G
MARK
PART
LENGTH
WF-1
624X26
14 -0
DJ-1
8X35C16
10'-3"
DJ-2
8X35C14
15-4 1/8"
DJ-3
8X35C14
15'-4 1/8"
DH-1
8X25C16
3'-4'
DH-2
8X25C16
10'-0"
E-1
1OES14@4
24'-9 1/2"
E-2
10ES14@4
24'-9 1/2
G-5
8x25Z16
6'-7 1/2,
G-6
8x25Z16
5'-1 1/2 ,
G-7
8x25Z14
21'-9 1/2"
G-8
8x25Z12
21'-9 1/2"
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
90'-0" OUT —TO —OUT OF STEEL
Q4"
12
10
I
� O
I
O
z
v
x
M
x
to
H
MC-1
ENDWALL FRAMING: FRAME LINE 1
G-1
G-2
G-2
MB-5
MB-4
MB-3
D4 G-1 cs
G-2 C6
G-2
G-2
G-2
G-4 D6
E4
:o E3
—8
2x4x14AN T1
z
v
x
M
M
1.1
IM
5
I
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
7C I I I I of I
EC-1 EC-2 EC-3 EC-4 EC-5 EC-6 EC-7
5'*2
ENDWALL FRAMING: FRAME LINE 2
*FIELD LOCATE (1) 5'-2 X 5'-2"
FRAMED OPENINGS PER OWNER'S
LOCATION.
BOLT TABLE
FRAME LINE 1
& 2
LOCATION
QUAN TYPE DIA LENGTH
ER-1 ER-2
4
A325
5 8
2
1/2
ER-2/ER-3
3
A325
5/8"
2
1/2::
4"
ER-3/ER-4
4
A325
5/8
2
1/2
12
Columns Raf
2
A325
5 8"
2
1 2"
X
x
MEMBER TABLE
FRAME LINE 1 & 2
MARK
PART
LENGTH
EC-1
8X25C14
14 —6
EC-2
8X5DC12
19'-2"
EC-3
B8X11.9
24'-2"
EC-4
BBX16
29'-2"
EC-5
BSX11.9
24'-2"
EC-6
B8X11.9
19'-2"
EC-7
B8X11.9
14'-3 3/8"
ER-1
8X25C12
30'-9 7/8
ER-2
8X25C12
16'-9 3/4"
ER-3
8X25C12
16'-9 3/4
ER-4
8X25C12
30'-9 7/8"
DJ-4
8X35C16
9'-2'
DH-3
8X25C16
5'-2"
DS-1
8X25C16
5'-2"
G-1
8x25Z16
13'-7 1/2"
G-2
8x25Z16
14'-3 1/2
G-3
8x25Z14
14-3 1/2"
G-4
8x25Z16
13'-3 1/2
MB-1
812X47.5
21'-5 1/2
MB-2
812X63
21-11 7/8
MB-3
B12X13.8
13'-11 3/4
MB-4
812X15.8
14'-11 3/4
MB-5
B12X15.8
14'-11 3/4"
MC-1
B8X11.9
9'-0"
Gregory S. Barfield, P.E.
t, 2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
DETAIL A5
DETAIL A7
DETAIL
B4
DETAIL
B6
RAFTER
RAFTER
4" GIRT DEPTH
PURLIN (IF BYPASS)
4" GIRT DEPTH
PURLIN (IF BYPASS)
Fp ® RAKE ANGLE
Fo ®] RAKE ANGLE
I I W/(2)#12x1 1/4"
I I W/(2)#12x1 1/4"
I I SCREWS
I I SCREWS
o (2) M.5x1.5 *
I o (2) M.5x1.5
(2)H.63x2.5 *
(2)H.63x2.5
RAFTER
RAFTER
COLUMN
I
COLUMN
(CEE OR DBL CEE)
i
(BUILT-UP) I
- J
* UNLESS NOTED ON PAGE 2.
* UNLESS NOTED ON PAGE 2.
*UNLESS NOTED
ON DRAWING 4.
*UNLESS NOTED
ON.. DRAWING 4.
PURLIN TO ENDWALL RAFTER
PURLIN TO ENDWALL RAFTER
COLUMN / RAFTER CONNECTION
COLUMN / RAFTER CONNECTION
DETAIL S
DETAIL C6
DETAIL
C14
DETAIL
C15
COLUMN
[DOUBLE CEE]
COLUMN
[BUILT—UP]
COLUMN
EW GIRT
COLUMN
EW GIRT
[DOUBLE CEE]
[DOUBLE CEE]
EW GIRT EW GIRT
EW GIRT EW GIRT
I®
I�I
r
®I
0'(1NkAR_
LJ
I
I
L
(2) M.5x1.5
(2) M.5x1.5(2)
M.5x1.5 (2) M.5x1.5
(2) M.5x1.5 .1.5
ENDWALL GIRTS TO INTERIOR COLUMN
ENDWALL GIRTS TO INTERIOR COLUMN
ENDWALL GIRT STOPPING AT COLUMN
ENDWALL GIRT STOPPING AT COLUMN
REVISIONS
Gregory S. Barfield, P.E.
2149 Nell Purvis Road STRUCTURAL STAMP
Adel, GA 31620
P.E. # 54419
STEM E&—MMWG S':ISTE_MS INC.
FL
DETAILS
CHURCH
DETAIL S
DETAIL D6
DETAIL E3
DETAIL E4
F EW GIRT
I I
�® ®,
I I
EW GIRT
I
I
I
I
I I
BASE PLATE I
BASE PLATE
I
10 (2) M.5x1.5
I
I
(NP)
COLUMN
I
I
COLUMN__r� I
[BUILT-UP]
I
I
[SINGLE CEE]
(4) 3/4" DIA. o ®O i
(4) 3/4" DIA. O ®O
�®
_ ®J
(2) M.5x1.5
COLUMN
[BUILT-UP] ®p ®o I
COLUMN
[DOUBLE CEE]
_
(TYP)
I
I
CORNER ANGLE
(IF REQ'D)
CORNER ANGLE
(IF REQ'D)
1
I
GIRT DEPTH
EDGE OF SLAB (
IF BYPASS)
EDGE OF SLAB
GIRT DEPTH
(IF BYPASS)I
SW GIRT (2)#12x1 1/4"
SW GIRT
I
SCREWS
SCREWS
GIRTS TO CORNER COLUMN
GIRTS TO CORNER COLUMN
ENDWALL COLUMN BASE DETAIL
ENDWALL COLUMN BASE
DETAIL
DETAIL E5
DETAIL E8
DETAIL F7
DETAIL F20
RAFTER
[ANY TYPE]
RAFTER
1
[SINGLE CEE]
Z
BASE PLATE
I
z
w
o
I
(4) 3/4" DIA, o ®o
JAMB o ®o
COLUMN
1
[SINGLE CEE]
(2) 5/8" DIA.
1
I
COLUMN
[ANY TYPE]
EDGE OF SLAB
EDGE OF SLAB
GIRT DEPTHI
* SEE PAGE 4 FOR SIZE AND
(IF BYPASS)l
QUANTITY OF BOLTS.
SEE PAGE 4 FOR SIZE
AND
QUANTITY OF BOLTS.
FRAMED OPENING JAMB BASE DETAIL
ENDWALL COLUMN BASE
DETAIL
RAFTER DETAIL AT SPLICE
RAFTER DETAIL AT RIDGE W/ CENTER COLUMN
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
DETAIL H9
DETAIL I6
DETAIL
J1
DETAIL
K3
i
(2)
M.5x1.5
EAVE STRUT
I
WIND COLUMN I I
I I
(2)H.63x2.5
(NP)
EAVE STRUT (2) M.5x1.5 *
GIRT JAMB
GIRT
[IF REQ'D]
I I
m m
::j
COLUMN
[MAINFRAME]
_
I ®
®
I
RAFTER
_
I`
I
I f�—COLUMN
[SINGLE CEE]
I
I
I I
[MAINFRAME]
L
(2) M.5x1.5
(2)
M.5x1.5
I I
A/BOLTS I
*UNLESS NOTED ON PAGE 2.
*UNLESS
NOTED ON PAGE
2.
�
WIND COLUMN DETAIL
EAVE STRUT CONNECTION AT ENDWALL
EAVE STRUT CONNECTION
AT MAINFRAME
GIRTS TO JAMB
DETAIL @
DETAIL L8
DETAIL M2
DETAIL
Q2
'(2) H.5x1.25
EAVE STRUT (2)
H.5x1.25
JAMB
CABLE
COLUMN OR
GIRT
NGRIP®
RAFTER
[ZEE/CEE]
_ _ _ _
d?
HEADER/SILLJAMB
JAMB
(2) M.5x1.5
-
HILLSIDE
FRAMED OPENING JAMB TO EAVE STRUT
FRAMED OPENING JAMB TO GIRT
FRAMED OPENING HEADER/SILL
TO JAMB
CABLE INSTALLATION DETAIL
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
DETAIL 8
NAIL ANCHOR—
(24" ON CENTER)
BASE ANGLE
EDGE OF SLAB
BASE ANGLE DETAIL
NOTE:
THE PROPER TIGHTENING AND INSPECTION OF ALL FASTENERS IS THE
RESPONSIBILTY OF THE ERECTOR. ALL HEAVY STRUCTURAL (A325,A490)
BOLTS AND NUTS MUST BE TIGHTENED BY THE "TURN —OF —NUT" METHOD
SHOWN BELOW. A325 AND A490 BOLTS ARE DESIGNATED BY "SBS" WITH
A "H". (ex: H.63x2.0 OR H.75x2.75)
TURN —OF —NUT TIGHTENING:
BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT
TO A SNUG —TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT
EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE AT—
TAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT, OF A
MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS
SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE
EDGES UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION
IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION ALL BOLTS IN THE CON—
NECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION
SPECIFIED IN THE TABLE BELOW. DURING THE OPERATION THERE SHALL BE NO RO—
TATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS
SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO THE FREE EDGES.
NUT ROTATION FROM SNUG —TIGHT CONDITION
BOLT LENGTH
REQUIRED
ROTATION
UP TO AND
1/3
TURN
INCLUDING
4 DIAMETERS
OVER 4 DIA—
1/2
TURN
METERS BUT
NOT EXCEEDING
8 DIAMETERS
OVER 8 DIA—
2/3
TURN
METERS BUT
NOT EXCEEDING
12 DIAMETERS
NOTES:[1] NUT ROTATION IS RELATIVE TO BOLT
REGARDLESS OF THE ELEMENT (NUT
OR BOLT) BEING TURNED.
[2] APPLICABLE ONLY TO CONNECTIONS
IN WHICH ALL MATERIAL WITHIN THE
GRIP OF THE BOLT IS STEEL.
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
— — — — — —
— — —
—
/
/
/
/
3
�
a
I
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5
I
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4
5
6
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- - --
_
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I
1
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1
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1
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QQ
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I
0
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I
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I
NOTE TO THE ERECTOR
PANEL MANUFACTURERS WILL NO LONGER BE PACKAGING PANELS WITH
COVER SHEETS. PANELS WILL NOW BE PACKAGED WITH WASTE PAPER.
w
0
O
H
J
W
W
N
0
O
I
ti-
0
O
2
SKLT TRM
3
RAKECLOS
20'-3"
4
RAKECLOS
8'-0.1
5
RAKEFLSH
20'-3"
6
RAKEFLSH
8'-0"
ROOF SHEETING PLAN
PANELS: 26 GA. R — GALVALUME
FL# 11868.1
FL# 13793.1
85 STEEL BUIL.DWG SySTEnns Nr-.
BAPTIST
REVISIONS 1 14-12-272 1 12/22/14�
11/15 1 FORT PI
I I ROOF PANELS & TRIM 1 NONE
Gregory S. Barfield, P.E.
2149 Nell Purvis Road s
Adel, GA 31620
STRUCTURAL STAMP
5- 30- rs
W
EXISTING ROOF
EXISTING I
ROOF FLASHING DETAILS
SECTION X1
NEW ROOF PANEL
'URLIN
SBS STEEL BLJIL.DWG S6JSTrmf)RS INC:
CUSTOMER:
LIBERTY BAPTIST CHURCH
JOB N0: MTE: 1
REVISIONS 14-12-272 12 22 14
LcuroN:
D2/11/15 FORT PIERCE, FL
DRAWING NAME: SCALE:
ROOF PANEL DETAILS NONE
DRAWING NO: I DRAWN DY: CHECKED DY:
PAGE 6.2 HEF HEF
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
3 -
-3v -� S
EXISTING ROOF R
ROOF FLASHING DETAILS
SECTION X2
NEW ROOF PANEL
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
(SEE DETAILS FCC
PANEL END 1
INSIDE CLOSU
NOTES:
X A
S
[11 ALL END LAPS MUST BE A MINIMUM OF 6".
[21 METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY
DURING ERECTION TO PREVENT SURFACE RUSTING.
[31 TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS.
[41 #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE
PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL —TO —
PANEL ATTACHMENTS. ALL FASTENERS ARE SELF —DRILLING.
V
T
U
T
2'/ 2'/
SLAP SCREW
CONTINUOUS
TAPE SEAL
#12 SCREW SIDE LAP
DETAIL AT PANEL END
12" 12"
LAP
CREW
TAPESEALCONTINUOU
#12 SCREW
`SIDE LAP
DETAIL AT INTERIOR OF PANEL
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
I
4
4
4
q
(GUTTER W/ 2 DOWNSPOUTS) _
(GUTTER W/ 2. DOWNSPOUTS)
O
5 6 19 0 9 1
7 fi
5 6 19 0 O
I.
I
I
I
_
I
_
1
I
O
p
—
—
I
I
1 1
OI I
O
O
I
O
I
io I
I
I
io
�
io
io
I
I
I
I
I
L
---
--
- —
-----------
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 GA. R — WALL COLOR
FL# 1 1917.4
* FL# 10294.1
* >k FL# 12152.1
I
I
I
I
I
O
-
O
-
I
O I
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O
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O
O
i0 I
i0
i0
i0
ip
ip
i0
I
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I
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TRIM TABLE
FRAME LINE A & G
OID
PART
LENGTH
1
BASE TRM
9 —6
2
BASE TRM
5'-6"
3
R JAMB
16'-3"
4
O/S CORN
16'-0"
5
GUTTER
20'-3"
6
GUTTER
5'-0"
7
GUTEND L
8
CORBOX L
9
GUTEND R
10
CORBOX R
11
R JAMB
7'-5"
12
R HEAD
3'-7"
13
JB/HDCAP
10'-3"
14
R JAMB
10'-3
15
JB/HDCAP
10'-3"
16
R HEAD
10'-3"
17
BASE TRM
20'—Y
18
BASE TRM
5'-0"
191
PANL CAP
20'-3"
201
PANL CAP
5'—O"
NOTE TO THE ERECTOR
PANEL MANUFACTURERS WILL NO LONGER BE PACKAGING PANELS WITH
COVER SHEETS. PANELS WILL NOW BE PACKAGED WITH WASTE PAPER.
REVISIONS
1
SIDEWALL SHEETING & TRIM: FRAME LINE G
PANELS: 26 GA. R — WALL COLOR
FL#11917.4
>k FL#10294.1
S®S STEEL_ BLJILDINS SySTEf)RS INC.
LIBERTY BAPTIST CHURCH
14-12-272
I:
FORT PIERCE, FL
IME.
SIDEWALL PANELS & TRIM
No: onnwN fir:
PAGE 7 MSS
4
NONE
Gregory s. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
-zx
3-za '-15
LAP
(20r
12
(SEE DETAILS
BASE SUPP01
PANEL
INSIDE
NOTES:
[1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY
DURING ERECTION TO PREVENT SURFACE RUSTING.
[2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE
GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL —TO —
PANEL ATTACHMENTS. ALL FASTENERS ARE SELF —DRILLING.
SLAB
2" eFLow
She
T
2.r rr
2
u
Y
2rr 2rr
O
Y
2rr 2rr
rF�]
#12 SCREW
DETAIL AT PANEL END
DETAIL AT HEADER/SILL
DETAIL AT PARTIAL WALL
12" 1. 12"
#12 SCREW
DETAIL AT INTERIOR OF PANEL
/— LAP SCREW
SIDE LAP
LAP SCREW
SIDE LAP
Gregory S. Barfield, P.E
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
3D -/S
MSS
Q4'
12
�I
I I
I OPEN AND COMMON I
I I
I I
I I
I I
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
ENDWALL SHEETING & TRIM: FRAME LINE 1
4
12
I I I I I I I
12 . 0 12
Gregory s. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
ENDWALL SHEETING & TRIM: FRAME LINE 2
PANELS: 26 GA. R - WALL COLOR
FL#11917.4
NOTE TO THE ERECTOR
PANEL MANUFACTURERS WILL NO LONGER BE PACKAGING PANELS WITH
COVER SHEETS. PANELS WILL NOW BE PACKAGED WITH WASTE PAPER.
RAKE SUPPORT
SCREW
)" O.C.)
SCREW
%ILS FOR LAYOUT)
BASE SUPPORT
=ND WITH
5LOSURES
NOTES:
[1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY
DURING ERECTION TO PREVENT SURFACE RUSTING.
[2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE
GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL —TO —
PANEL ATTACHMENTS. ALL FASTENERS ARE SELF —DRILLING.
YL
U
LY
J
Y
2" 2"
,,— LAP SCREW
#12 SCREW" SIDE LAP
DETAIL
AT
PANEL
END
DETAIL
AT
HEADER/SILL
DETAIL
AT
PARTIAL
WALL
12" 12"
LAP SCREW
#12 SCREW- SIDE LAP
DETAIL AT INTERIOR OF PANEL
Gregory S. Barrield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
TRIM NOTES:
(1] SEAL TRIM SPLICES WITH TUBE CAULK,
[2] SECURE GUTTER SPLICES AND END
PLUGS WITH RIVETS.
(3] SECURE ALL OTHER ROOF TRIM
SPLICES WITH TRIM SCREWS UNLESS
NOTED OTHERWISE.
(4] TRIM SCREWS ARE LOCATED 12" ON
CENTER UNLESS NOTED OTHERWISE.
...
ROLL CAULK
#14"SCREW
ROOF PANEL (12 O.C.)
RAKE TRIM
~-�(12"SO.C.)
WALL PANEL
RAKE TRIM DETAIL
RAKE TRIM
.__ .PEAK BOX
PEAK BOX DETAIL
ROOF PANEL
I/S CLOSURE
#14 SO SCREW
(12" ON CENTER)
PANEL CAP
GUTTER
WALL PANEL
NOTE INSTALL GUTTER STRAPS 3V ON CENTER.
GUTTER DETAIL
RAKE TRIM
13ASE
TRIM
WALL PANEL
GUTTER
WALL PANEL _
I/S CLOSURE 1
BASE
TRIM
CORNER
0/S CORNER TRIM
4 SCREW
(12" ON CENTER)
1 1/2"
BASE TRIM
EDGE OF SLAB
WALL PANEL
CORNER ENS ER
BOX
GUTTER END DETAIL
BASE TRIM DETAIL
BASE TRIM CORNER DETAIL
O/S CORNER DETAIL
WALL PANEL
HEAD TRIM JB/HD CAP
#12 SCREW
(IF REQ'D)
(24" ON CENTER)
�CREW
SO
(24"12
C
1/5 CLOSURE
JB/HD CAP #12 SCREW
(I REQ'D)
(12" ON CENTER)
#(24SCREW
WALL PANEL 0 C
HEAD TRIM JB/HD CAP
JAMB TRIM
(IF REQ'D)
WALL PANEL
HEAD TRIM DETAIL AT HEADER
HEAD TRIM DETAIL AT SILL
JAMB TRIM DETAIL AT JAMB
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
DO NOT INSTALL GUTTER WITH INSTALL GUTTER WITH
OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR
TO THE GROUND. TO THE ROOF.
GUTTER INSTALLATION DETAIL
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
GUTTER
'Y' THE BOTTOM OF THE GUTTER
AND FOLD THE TABS INTO THE
DOWNSPOUT.
DOWNSPOUT
INSTALL DOWNSPOUT STRAPS
5-0" ON CENTER.
DOWNSPOUT INSTALLATION
DETAIL
P OF THE DOWNSPOUT
lOF PITCH.
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
1
1 2
24'-10"
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ROOF INSULATION
INSULATION: 4.00" THICK RE
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
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ENDWALL INSULATION: FRAME LINE 2
INSULATION: 4.00" THICK RE
IT T
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SIDEWALL INSULATION: FRAME LINE A
INSULATION: 4.00" THICK RE
4"�
12
REVISIONS
32/11/15
FRAME
LINE
A 2 G
ROLL
QUAN
MARK
WIDTH LENGTH
1
10
WI-1
6'-0" 17'-0"
2
2
WI-2
6'-0" 19'-0"
3
2
WI-3
6'-0" 21'-0"
4
2
WI-4
6'-0" 23'-0"
5
2
WI-5
6'-0" 25'-0"
6
2
WI-6
6'-0" 27'-0"
7
2
WI-7
6'-0" 29'-0"
8
2
WI-8
6'-0" 31'-0"
9
1
WI-9
6'-0" 32'-0"
LEGEND:
17'-0" (1)
LENGTH (ROLL #)
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SIDEWALL INSULATION:. FRAME LINE G _
INSULATION: 4.00' THICK RE
Gregory S. Barfield, P.E.:
2149 Nell Purvis Road _
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
SD'S STEEL E3uLmNG SL-jSTEfns INC.
USTOMER:
LIBERTY BAPTIST CHURCH
OB N0: GATE:
14-12-272 12/22/14
DMON:
FORT PIERCE, FL
MMNG NAME: SCALE:
INSULATION LAYOUT NONE
R MNG NO: OR m RY: CHECKED BY:
PAGE 10.1 MSS
ROOF PANEL
ROOT MA\ICI
GUTTER
INSULATION
WALL PANEL
IN— INSULATION
EAVE DETAIL
NOTE: FOLD ROOF INSULATION BACK 3" TO 6".
WALI o..ICI
WALL PANEL
BASE TRIN
BASE DETAIL
NOTE: FOLD INSULATION BACK 3" TO 6".
CAUTION: FAILURE TO FOLD FACING OF INSULATION BACK
FROM THE PANEL EDGE AT THE BASE AND EAVE
COULD RESULT IN PANEL DAMAGE AND WILL VOID
THE PANEL WARRANTY.
RAKE DETAIL
CORNER DETAIL
ROOF PANEL
ROOF PANEL SKYLIGHT PANEL
— fe,
RAKE TRIM SKYLIGHT TRIM SKYLIGHT TRIM iPURLIN
_r': INSULATION INSULATION[1] INSTALL SKYLIGHT TRIM ONTO PURLINS.
PANEL [2] INSTALL INSULATION OVER SKYLIGHT TRIM.
[3] INSTALL ROOF PANEL AND SKYLIGHT PANEL OVER INSULATION.
[4] CUT OUT INSULATION FLUSH TO SKYLIGHT TRIM WITH A RAZOR KNIFE.
SKYLIGHT TRIM DETAIL
O/S CORNER TRIM
WALL PANEL
Gregory S. Barfield, P.E.
2149 Nell Purvis Road'-
Adel, GA 31620
P.E. # 54419
STRUCTURAL STAMP
E-ze-lS-