HomeMy WebLinkAboutPLANS (2)' - = rt =SPECIFIC EREC.T,ION DRAWING LIST
THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER
SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR
BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE
AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE
1 TITLES AND DRAWING SEQUENCE NUMBERS
ORDER (068570) I THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING.
Z �/ORDER
(06688�5571)
1114,
1 Do'-o•
1 6
KEY PLAN
I
I
JAG TILE NG:
1Mmcnn.E,-
ROOF
SECONDARY STRUCTURAL
DATE 02/ls/e3
6183
DAwWc INIABFR:
FRAMING PLAN—
D 8-3—T234SG—OSL
OZ
TITLE y
Z DRAWING
THE YEAR DURING WHICH YOURSEQUENCE
ORDER WAS ENTERED NUMBER
THE BUTLER ORDER NUMBE
OF YOUR ORDER REVISION LEVEL OF THE DRAWING.
IF THE DRAWING HAS NEVER BEEN
REVISED. DO APPEARS HERE.
RM DRAWING NO DESCRIPTION
DO DOO-068571-00 COVER DRAWING - SHEET 1
00 DOO-DW571-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1
00 DOO-068571-OIA SPECIFIC REACTION DRAWING - SHEET 2
00 DDO-068571-018 ANCHOR BOLT DETAIL SHEEr - SHEET 3
GO DOD-068571-02 ENDWALL ELEVATION AT GRID 1 - SHEET T
00 000-0611571-02A FRAME ELEVATION AT GRIDS 2 THAL 5 - SHEET 2
00 DOO-068571-02B ENDWALL ELEVATION AT GRID 6 - SHEET 3
GO D00-06688571-O7C CROSS
BRACINIGNDRAWIING DRAWING DETAIL SHEET - SHEET4
GO WO-068571-03A WIND BRACING DETAIL SHEET - SHEET 2
GO D00-068571-04 ROOF SECONDARY STRUCTURAL FRAMING PUN - SHEET 1
00 DOD-068571-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2
00 DOO-068571-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1
GO D00-D68571-05A WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 2
GO DDO-OM71-06 WALL PANEL DRAWING - SHEET 1
00 DDO-060571-OM WALL PANEL DRAWING - SHEET 2
00 WO-068571-07 ROOF PANEL DRAWING - SHEEr 1
GO DOO-063571-07A EDGE OF ROOF DETAIL SHEET - SHEET 2
GO DOO-068571-08 CRANE BEAM LAYOUT - SHEET 1
GO DOO-00571-OM CRANE CONNECTION DETAIL SHEET - SHEET 2
SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE
SEVERAL GENERAL ERECTION DRAWINGS CALLED •PLANOGMPHS•.
SEE THE DRAWING MANIFEST FOR A COMPLETE UST OF THESE
DRAWINGS.
THESE DRAWINGS WERE PREPARED BY A CUSTOM BUILDINGS
DETAILING GROUP IN KANSAS CITY. MISSOURI.
FOR ENGINEERING QUESTIONS CONTACT - MIKE PACEY (816) 968-3683.
FOR DETAIL QUESTIONS CONTACT - ANDY PORAZIK (816) 968-3655.
FIELD WORK SUMMARY
WIND ,BRACING
FW0001 FIELD WORK MAY BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FOR
BRACING CUP CONNECTION.
WALL'SECONDARY
FWOOOB FIELD LOCATE HOLES IN DOUBLE •C• HEADER FOR DOOR POST
CONNECTION. A
FW0010 FIELD LONEIFHOLES REO IN COLUMN OR POST FOR DOUBLE •C• HEADER
CONNED.
FVI0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWALL ROD BRACING
CONDITION.
M043 FIELD CUT AND LOCATE HOLES IN DOUBLE •C• HEADER.
COVER DRAWING NOTES
STANDARD NOTES:
CDD001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE FRAME
COLUMN AT EYE LEVEL
CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION.
REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS.
CDD011 HIGH STRENGTH BOLTING:
----------------------
ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE
TO BE INSTALLED USING THE'TURN-OF-THE-NUR• METHOD SPECIFIED IN
THE NINTH EDITION OF THE RISC 'SPECIFICATION FOR STRUCTURAL
JOINTS USING ASTM AT25 OR A49D BOLTS' PER SECTION 8 D fl).
A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS THEN TIGHTENED BY
THE'TURN-OF-THE-NUT• METHOD. IT IS THE RESPONSIBILITY DF THE
ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325T Ile
BOLT DRAWING B-1080268 (GROUP 78-052-01).
CDO013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE
MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS
THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT.
CDO017 MATERIALS FSTM DESIGNATION
-- ------------------------------------- -
6T'tX �1b940n
R V,9 B
ORAL
�agI01`t
ID
F.
3pB
SCANNED
BY
St. Lucie County
REVIEWED, NO ❑ REJECTED
EXCEPTIONS TAKEN ❑ RESUBMIT
❑ REVIEWED AS NOTED 0 DO NOT RESUBMIT
4
❑ SUBMIT SPECIFIED ITEM
/�
Review is only for general conformance with the design
intent of the project and compliance with the information
\b\'
_
given in the contract documents. Any action shown is
\ ,
subject to the requirements of the plans and specifications.
Contractor is responsible for dimensions which shall be
confirmed and coordinated at the jobsite, fabrication processes,
techniques of construction, coordination of all work with
other trades and the satisfactory performance in accordance
'
'
- with the c mr ctor docurnA`— 0 L - ��
DATE r. _BY /`""" "'
John Ernest Lamb
M.L. Engineering, Inc.
p0. Box 1529
Consulting Engineer
Vero Beach, Florida
LaurinburgI INC 28353
Fla. PE # 27717
sr,
,aoa ti
BUILDER: PROTECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE:
DRW: BOEMMER LNG :
REVISION N0. 2
REVISION N0. 1 R
PRODUCT OF THE
50X100X28 LASS
CHKE oyF.e( DATE: 02/16,
Ire a,<
R
����"-tip®
DAVIS. RICHARD K CONST - AMERICAN CONCRETE 20# LL + O#CLL COVER DRAWING
DRAWING NUMBER:
sA..,l a+: 0PA`M sw
-
BUTLER MANUFACTURING
COMPANY
ORDER ENGINEERING
FT. PIERCE, FL - FORT PIERCE, FL 110 MPH SBC 97
D 00-06857 _00
G<cau N, cAcrrtO m:
GENERAL OFFICES-KRNSRS CITY. MISSOURI
-SYSTEM
-
[s
STANDARD NOTES: a FINISH. ME FOUNDATION MUST BE
M0007 G� TOP OF FOUNDATION A TROWEL
SQUARE. LEVEL AND SMOOTH.
Cp cp AB0009 ANCHOR BOUTS MUST BE LOCATED BY MEANS OF A TEUPLATL DO NOT
ON NOD'-0, m HAND SET ANCHOR BOILTS.
BAYS 20'-0' 20'-0' 20'-O' 20'-0' .-0. ABODIO ANCHOR BOLTS. NUTS AND WASHERS MUST BE ASTU TYPE ATO7-
FRAME
ABOW3 USE MR13CHORNFORCNGBOLTS. STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD
I I ON
(TYP-)
IB0014 C A....U T 1 0 N
.......
ROD FRAIES HAVE SOON HORrZONTAI. AND VERTICAI. REACTIONS ACTING
AT ME BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE
ts GREATER TRAM THE VERTICAL. A FOUNDATION DESIGNED FOR A
a coweNroNAt. STRUmRE WILL -NOT BE SATISFACTORY. FAILURE TO
LRLD MME DATION ADEQUATE FAILURE. PROVISION FOR WE HORIZONTAI� THRUST CAN RESULT IN
FOUN
/O&RR, 685
moom FOUNDATION DESIGN AND ANCHOR BOLTS. NUTS AND WASHERS ME NOT
FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED
BY FOUNDATION DESIGN ENGINEER.
ABOOIS REFER To WALL PANEL ANCHOR BOLT DRAINING FOR SPECIFIC EDGE OF
FOUNDATION DETAILS.
ABW17 ME SOLID BLACK * SYMBOL DESIGNATES A BRACED BAY OR SECTION.
GENERAL NOTES
1. QSTRUCTURALPANELS ATTACH.
LINE. E EXTERIOR FACE OF THE STRUCTURALS TO
TH
WHICH THE H I I
2. ALL COLUMNS ARE AT FINISHED FLOOR.
z
F-
z
0
Of AA
u-
k.
II 6j
0.
Fr 100--0- Mll TYPICAL
John\drnest Lamb
P.O. Box 1529
Laurinburg, NC 28353
UNIT 1 ANCHOR BOLT PLAN
11;
I
R
&
w V REVISION NO. I I REVISION NO. 2
mm.
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KAN%AS CITY, HISSOURI
PRODUCT OF THE
-!!59wgn�)e
ORDER ENGINEERING
SYSTEM
COAST -�M; 150X10OX28'11 (NOM) LRSSI SPECIFIC
DAMS, RICHARD K . I MERICAN CONCRETE 200 LL + O#CLL ANCHOR BOLT
Fr. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97 DRAWING
D,
D 00-068571 —01
16
m
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� ' ''i ] i .
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F R A M
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E A C T
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DATE: 01/18/01
CARDS
TIME: 08:27 AM
PAGE:F 16
-----------------------------------------------------------------------------------------------------------------------------------
ORDER # 068570 BUILDER - DAVIS,
RICHARD K CONST
BLDR ORDER #
2000-16
BLDR ACCOUNT # 20-09-111-01
BLDR CONTACT - ROGER A. PRIEST
BLDR PHONE #
561-461-8335
PROJ NAME -
AMERICAN CONCRETE IN
ENGR GRP - Laurinburg
(TYPE)
(WIDTH)
(HEIGHT)
(LIVE)
(WIND)
(CODE/YEAR)
(SLOPE)
DESIGN SYSTEM FRAME # 99
DESCRIPTION
EWWX
50'-0"
28'_
11"
20PEE
11OMPH
---
_
SBC
97
_500-TO 12
POSITIVE REACTION DIRECTION
-HE
14 K,IPS Horizontal Force to Right
V
2-------
3-------
5
V KIPS Vertical Force
Up
I
r
u
Z KIPS Horizontal Out
of Plane
+---H
Z
Re M.L fl •..s C iilr;
H
t Q
•• P Delta Analysis Performed**
?�
W
Ev
614
�/
NH
({y
py
D�l
No. Loading Combination
10
JT7
d'y
-M
75p
9!&7
Sum H
Sum
V
Sum
Z
1 DL + LL
0.01
1.46
.00
6.67
0.00
-0.01
2.44
0.00
10.57
0.00
I
2 DL + WLL (LD CASE 1)
-1.76
-1.38
-
-12.24
-2.10
-1.63
-4.60
-3.39
-18.23
-4.38
3 DL ♦ WLL (LD CASE 2)
-3.14
-0.20
2
-8.91
2.10
-3.87
-3.22
-7.01
-12.33
4.38
4 DL + WLR (LD CASE 1)
2.43
-1.76
-2
-5.20
-2.10
4.01
-2.31
6.44
-9.28
-4.38
5 DL + WLR (LD CASE 2)
1.05
-0.57
-1.88
2.10
1.77
-0.92
2.82
-3.3B
4.38
6 DL(.9-.5Av) + EQL
0.00
0.44
1.39
0.00
-0.07
0.43
-0.07
2.25
0.00
7 DL(.9-.5Av) + EQR
0.00
0.44
0
1.38
0.00
0.06
0.43
0.07
2.25
0.00
8 D(1.1+.SAV)+EL
0.00
0.57
1.78
0.00
-0.07
0.55
-0.07
2.90
0.00
9 D(1.1+.5AV)+ER
0.00
0.57
1.78
0.00
0.06
0.55
0.07
2.90
0.00
10 DL + EWP (LD CASE 2)
-0.70
-1.04
7 0
-8.14
6.81
-0.36
-3.14
-1.07
-12.33
14.21
Use S-"
11 DL + EWS (LD CASE 1)
0.68
-2.23
-
-11.47
-5.77
1.88
-4.53
2.55
-18.23
-12.03
it CIL k LFINL
Lou
11.150
lee
11•00
ID Load Case
is
ix�,
6H
a
Sum
H
Sum
V
Sum
Z
La
DL DEAD LOAD
0.00
0.50
0.
1.58
0.00
0.00
0.49
0.00
2.57
0.00
c.K"
LL LIVE LOAD
0.01
0.96
.00
5.09
0.00
-0.01
1.95
0.00
8.00
0.00
WLL WIND LOAD LEFT
-2.45
-1.30
-12.16
0.00
-2.75
-4.40
-5.20
-17.85
0.00
w+d
�A,d 1C
WLR. WIND LOAD RIGHT
1.74
-1.67
0.
-5.12
0.00
2.89
-2.11
4.63
-8.90
0.00
IP WIND INT PRESSURE
0.69
-0.59
- .28
-1.66
-2.10
1.12
-0.69
1.81
-2.95
-4.38
IS WIND INT SUCTION
-0.69
0.59
1.66
2.10
-1.12
0.69
-1.81
2.95
4.38
EQ SEISMIC LOAD
0.00
0.00
0 0
0.00
0.00
-0.07
0.00
-0.07
0.00
0.00
EWP EW WIND PRESSURE
-0.01
-2.14
.12
-11.36
4.71
0.76
-4.33
0.74
-17.85
9.83
EWS EW WIND SUCTION
-0.01
-2.14
-3.
-11.38
-3.67
0.76
-4.33
0.74
-17.85
-7.65
PDE P Delta Unit Story S
0.20
0.01
0.03
0.00
-1.00
-0.04
-0.80
0.00
0.00
CR1 LI U•Y
IO,J
J•JJ
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KANSRS CITY, MISSOURI
2..kk
Is aj
u.:a�z g�d..t„OC Cyr:41 G
PRODUCT OF THE
�hmgl�s
ORDER ENGINEERING
SYSTEM
IN
---------------------------------------------------------------------
ORDER # 068570 BUILDER DAVIS, RICHARD K CONST
BLDR CONTACT - ROGER A. PRIEST BLDR PHONE # 561-461-8335
(TYPE) (WIDTH) -;-"(HEIGHT) _ "-
DESIGN SYSTEM FRAME # 91 DESCRIPTION WX 50'-0" 28'-11"
_____________________________________________________________________.
__________________________________________________________ ---
BLDR ORDER # 2000-16 BLDR ACCOUNT # 20-09-111-01
PROJ NAME - AMERICAN CONCRETE IN ENGR GRP - Laurinburg
(LIVE) (WIND) (CODE/YEAR) (SLOPE)
20 PSF 11OMPH SBC 97 .500 TO 12
..____________________________________r____(_�_________________-__
SCC. (A.:t �r RCa, k-'4
1n
POSITIVE REACTION DIRECTION -HE It
H KIPS Horizontal Force to Right V 2------- 3•- - - --�
V KIPS Vertical Force Up
Z/ H" p
Fl
•.
P Delta Analysis Performed
H+
iI
No.
Loading Combination
4
3H 3V
Sum
H
Sum
V
1
DL + LL
0.00
8.48
0. 8 1
0.00
16.50
2
DL + WLL (LD CASE 1)
-4.01
-18.48
- .74 - .68
-6.75
-37.15
3
DL + WLL (LD CASE 2)
-7.22
-12.31
-6.83 -12.95
-14.05
-25.25
4
DL ♦ WLR (LD CASE 1)
5.61
-9.89
7. -9.
12.8E
-19.30
5
DL ♦ WLR (LD CASE 2)
2.40
-3.72
3 8 .68
5.5B
-7.40
6
DL(.9-.5Av) + EQL
0.00
2.11
- .13 1.82
7
DL(.9-.5Av) + EQR
0.00
2.11
0.13 1.
.13
3.93
8
D(1.1+.SAv)+EL
0.00
2.72
1 34
-0V33
-0.13
5.06
9
D(1.1+.5Av)+ER
0.00
2.71
0.13
5.06
10
DL + EWP (LD CASE 1)
1.61
-18.74
5.14
-37.15
11
DL+CRANE
-0.31
12.40
0.00
14.50
I D,'
Load Case
xt
�
Sum
H
Sum
V
DL
DEAD LOAD
0.00
2.41
0.00
4.50
LL
LIVE LOAD
0.00
6.07
0.00 5.9
0.00
12.00
WLL
WIND LOAD LEFT
-5.61
-17.81
-4. -17.8
-10.40
-35.70
WLR
WIND LOAD RIGHT
4.01
-9.22
5.22 -8 3
9.23
-17.85
IP
WIND INT PRESSURE
1.61
-3.09
.04 .86
3.65
-5.95
IS
WIND INT SUCTION
-1.61
3.09
-2.04 2.86
-3.65
5.95
EQ
SEISMIC LOAD
0.00
0.00
-0.13 0.0
-0.13
0.00
EWP
EW WIND PRESSURE
0.00
-18.07
1. -17.
1.49
-35.70
EWS
EW WIND SUCTION
0.00
-18.07
.49 -1 .63
1.49
-35.70
CRA CRANE
-0.31
9.99
.31 0.0
0.00
10.00
PDE
P Delta Unit Story S
1.00
0.04
-1.00 0 4
0.00
0.00
DAVIS, RICHARD K CONST I AMERICAN CONCRETE
FT. PIERCE, FL FORT PIERCE, FL
EACTION NOTES:THE AND HORIZONTAL(( ))
N KIPS. 81 KIP MI000 POUNDS) P0SITNE DIRECTIONC IS AS STION HOWN
I N THE FOLLOWING DIAGRAM.
MOMENT REACTIONS ARE STATED IN INCH -KIPS AND ME POSITNE IN A
OUNTERCLOCKWISE DIRECTION.
THE FORCE ON THE ANCHOR BOLTS OR FOUNDATION WILL BE IN WE
PPDSITE DIRECTION TO THAT SHOWN.
FACTIONS BASED ION SUMMARY
RL� RIS FD LOAD CIOMBINATIONS AND NEGATIVE
. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR (V)
OM THE SPECIFIED BDILDING CODE WITHOUT ADJUSTMENT FACTORS.
. THE WINO LOAD BRACING REACTIONS DO NOT INCLUDE EWP, EWS AND IP
John rn st Lamb FACTIONS FROM THE INTERMEDIATE FRAME. THESE REACTIONS SHOULD BE
DED TO GET THE TOTAL RUCTIONS FOR THE FOUNDATION DESIGN.
P.O. Box 1529
Laurinburg, NC 28353 �H
Fla. PE # 27717
=20#L
: DRAWWG TITLE: DRW: BOEHMER p1G:
SS CHK: DATE: oz/oT/oI
LL SPECIFIC DRAWING NUMBER: REV.
97 REACTION DRAWING
p 00-068571 -01 A 00
I
H
--I-.<..>.--- -,
5 SPACES AT 5'-0 1 16" 2'-6'
PVRIIN
LOCATIONS
PART SCHEDULE
1*1
PART NAME _,
PART NUMBER
PART LENGTH ,
FIORD
104
EW CORNER POST
L73454
25'-11"
105
EW INIERM POST
L]}/56
28'-0'
106
EW ROOF BEAM
L73458
107
EW RDOF BEAN
L734W
108
EW INTERM POST
L73806
BOLTED CONNECTION SCHEDULE
O
OOANDIY
BOLT W.
DESCRIPTION
NUT No.
DETAIL
A
0097281
5/8K1-1/2 HS BOLT A3
M5233
L
1 08
1 M7281
1 3/4X2-1/2 BOLT A]25T
I095235
FLANGE BRACE SCHEDULE
O
PART N0.
FRONT/LEFT
PART N0.
AFAR/RIGHT
DIM. Y
DETAIL
FIELD
WORK
201
545100
1
1 10 1/2'
1 C347
NOTES:
ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HaW HEX NUTS AND ARE
TO BE INSTALLED USING THE 'TURN -OF -THE -NUT" METHOD SPECIFIED IN
THE NINTH EDIDON OF THE AISC "SPECIFICATION FOR STRUCTURAL
JOINTS USING ASTM A325 DR A490 BOLTS" PER SECTION 8 D ft).
A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIC NED BY
THE "TURN-DF-THE-NUT" METHOD. R IS THE RESPONSIBILITY OF THE
ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325T
BOLT DRAWING 1080268 (GROUP 78-052-01).
UNIT 2 FRONT
EIN ELEVATION AT GRID 1
1.
1
John Ernest Lamb
P.O. Box 1529
Laurinburg, NC 283517]'
Fla. PE # 27717
w.
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
D : SCARIETON ENG:
PRODUCT OF THE
cJa '• ATE: 02/16/01
D -�Q
=�®
AMERICAN CONCRETE
5OX10OX28 LRSS
20# LL + 0#CLL
ENDWALL ELEVATION
DRAMA NUM ER:
REV,
BUTLER MANUFACTURING
COMPANY
ORDER ENGINEERING
DAVIS, RICHARD K CONST
FT. PIERCE, FL
FORT PIERCE, FL
110 MPH SBC 97
AT GRID 1
Co -T
D OO-0685/ 1 —02
921
GENERAL OFFICES-KANSRS CITY. MISSOURI
SYSTEM
B- x
L 1• DLL
vDEwu.L _ 11 ,wc1gR ears
i • 1" OR _ PRa. 2 1/2•
I APRROJ ] OLrs I �� _ ... . ENOWALL _ —
ANCHOR BOLTS IHCHOR BOLTS CDGE Of '
PROJECTED 2' PROJECTED 2• FWNOATKMI
,i •I i FLOOR may} may}}
6A0
—
o
2• 12-
4. 1 2• 1/2- X 8- X V-0• — — --_ _ _
BASE PLATE 1 ]/2• DOOR WIDTH DOOR WIDTH 1 J/e• EW POST
FRAME
12' DOOR POST LEFT 12- DOOR POST RIGHT SECTION AT EDGE OF FOUNDATION ~DETAIL A5SO ENDWALL POST
1rre�� eR FRAME COLUMN �DETNL A.T9}� ( ) ~DETAIL A79as ^DETAIL Aali uN-NpTtHED 86E
of_ John Ernest Lamb
I P.O. Box 1529
0
Laurinburg, NC 6�—
BUDDER:
PROJECT:
BURRING ORDER DESCRIPTION:
DRANtNC TREE
WBOENYER WO:
REYISgN N0. 1
REVISgN N0. 2
PRODUCT OF THE
C pATE 02/O1/01
p�QCYt
�
50X100X28'11 (NOM) LRSS
20# ILL + D#CLL
ANCHOR BOLT
d,R;
n1c:
DRAW NU ER:
RD
BUTLER HRNUFfl CT URINC
��o
ORDER ENGINEERING
DAVIS. RICHARD K CONST
FT. PIERCE, FL
AMERICAN CONCRETE
FORT PIERCE, FL
T T O MPH SBC 97
DETAIL SHEET
p 00-068571 —01 B,
01
iS
Occ1¢O n:
COMPANY
GENERAL OFFICES-KANSAS CITY, MISSOURI
SYSTEM
o�uLP er:
0
UNIT 2 FRAME ELEVATION AT GRIDS 2 THRU 5
BUILDER:
IPROJECT:
D REVISION NO. 1
REVISION NO. 2
PRODUCT OF THE
�
BUTLER MANUFACTURING
�hmM%
DAVIS, RIC14ARD K CONST AMERICAN CONCRETE
i
COMPANY
GENERAL DFFICES-KRNSRS CITY. MISSOURI
ORDER ENGINEERING
SYSTEM
FT. PIERCE, FL FORT PIERCE, FL
PART SCHEDULE
[ ]
" • PART NAME
PART, NUMBER
I PART LENGTH
PORK
IGO
EXTERIOR COLUMN
VJJ11
26'
loll
EXTERIOR COLUMN
L73310
1021
ROOF BEAM
I L7]]1]
I
NmI
ROOF RENT
I L7331/
1 25--1 1 4'
BOLTED CONNECTION SCHEDULE
O
OUANIIIY
BOLT NO.
DESCRIPTION
NUT NO.
DETAIL
L
OB
09T261
3/1X2-1/2 BOLT A325T
W5235
D
1 04
097202
1 5/BX2-1/4 BOLT A325T
095233
E.1
06
097282
5/8X2-1/4_HS_BOLT AS
095233
FLANGE BRACE SCHEDULE
PART N0.
FROM/LEFT
PART NO.
REAR/RIGHT
DIM. Y
DETAIL
nELD .
WORK
2021
5451W
2'-I 1/2'
C346
20]
545103
Y-t 1/2�
C347
204
515102
1-10 1/2'
C316
50X10OX28 LRSS
20# ILL + O#CLL
110 MPH SBC 97
tJ
John Ernest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE k 27717 _
CA
FRAME
ELEVATION
DRAWING RUMBT:
I
AT GRIDS
2 THRU 5
D 00-068571-02A
00_
...._ ... _.. .
0
i
201 xol xol xol I
PART SCHEDULE
]
PMT NAME "
PART NUMBER
PART LENGTH
FIELD
WORK
EW CORNER POST
L73505
26'-11'
11D
EW INTERIM POST
L7381D
27'-4 1 2'
III
EW INTERN POST
L73812
28'-2 1 2-
112
EW INIERM MOST
V3814
28'-9 5 8"
113
EW ROOF BEAM
LT3616
20'-D 1 16'
114
EW ROOF BENM
V3818
20'-0 3 160
115
EW ROOF BEAM
L73820
10'-0 1/5
BOLTED CONNECTION SCHEDULE
O
OUANTIIY
BOLT N0.
DESCRIPTION
NUI NO.
DETAIL
A_
__OS_ _
09T281
5/8%1-1/2 HS BOLT A
095233
C
1 08
097284
1314%2-1/2 BOLT A325T
095235
SCHEDULEO
E
FRPART DM/jPART
�FLANGERACE
0.
REAR/RNT
DIM.
DETNL
FIELD
ORK
12011
545100
I10 1/2'
C30
IMPORTANT ERECTION NOTE
DIRECT
MARK
�LOW�
B00F BF M RKUD WITH ® CDULD BE RLY O) DURING
ERECTXKL ROOT BEAMS YIIST BE ERECTED AS SHOWN WITH
DREG W WRK ON TOP T..0S JAY FA`/E DE BUNDMG.
UNIT 2 REAR EW ELEVATION AT GRID 6
JoW Ernest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 27717
BUILDER: I PROJECT: IBUILDING ORDER DESCRIPTION: DRAWING TITLE:- D ON 1 G:
PRODUCT OF THE CHK: , 1� DATE: 02/16/D1
� � 50X10OX28 LRSS
BUTLER M A N U F A C T U R I N G EHRM2 ® DAVIS, RICHARD K CONST AMERICAN CONCRETE 20# LL + 0#CLL ENDWALL ELEVATIO14 DRAWING "NUMB REV.COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97 AT GRID 6 D 00-068571 -02B 00
GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM
-
RODOLT
NUT
WASHERS
100D
-tl ClEV15
-
w
-' -
-
USES((R41E T 8 -F 2'%;,7 J25T.'`"'��jQj('
,....
-
REFER TO SPECIFIC:. -
_
-NDI$�-
TO
...:.�:.--- ,.>. .. r.-....
-+ .. USE K �i/8 % Y Y 4"A925T"-
H7�B HEBHEAVY
DIA.
A
B
C
DIA
ASSY'
BOX SHIM
7/8" HENN HEX. Nsp(NS�37)
DRAWING FORBRACEBUILDING
SWING
HETH X. NUT (W237)
1/2"
0950J2
0951]J
095165
020821
5/8"
0952»
BACK-UP PU
ROO flEOUNEMEMS.
DRAWING FOR BRACE
ROO R EMEMS.
BACK-UPPLAT
095231'
p95298
095165
020821
,. 3/4
095278
-
a
(SRJ3N)
CUP
COUv
(BALK74)
]/4"
M5235
095261
095948
020822
7/8"
W5279
(y1�(
I
b
~
(543368)
(543369)
l
7/B
095237
D95264
095948
020822
1
W52M
! COTTER PIN
1 I/B"
095281
I�/
Off`
MR LIMS
FOR CLEVIS
1 1/4"
095282
u
I
O
LONNECTON
SEE DETAIL
CONNECTDN
ECTIO
SEE DETAIL
f
NM
��~�
\
B002
8002
(TYP.)
CONNECBNC STEEL
A WASHER
9I` B WASHER
CLEVIS
CONNECHN
STEEL OR
BRACE CLIP
I
L
(m)
_
Ik 9 0 -)C T O
_
C— AE P R
t
SLOT
CWASHER
BRACE ROD
L
1
I
b
ROOT
6FAY
O
U
ROOF
R00
�)
ROOF
R00 P
) w
ROOF
BEIiN
WASHER)
^�
.(BEVEL
CLEVIS
\
H
�'•
IN
'USE
(4 ]/4" X 2 I/T" 84) A
M-51R�NGTH BOLT 1/2- 02) AND
v
BRACE R00
3/4" HEAVY HEX. NUT (095 35)
J
O
FDETAIL
ntim ,gym
�DEIAIL
BRACING CLIP CONNECTION
'"' �'`
ryDETAIL
BRACING CLIP CONNECTION
TYPICAL BEVEL WASHER CONN.
ILB1D7m
8002m
TYPICAL CLEVIS CONNECTION
8004
TYPICAL
BOX STRUT CONNECTION
DETAIL
AT Low UVE LOCATION -Low SLOPE RANGE
Bt08m
AT LOW EAE LOCATION -Low SLOPE RANGE
DETAIL BOOIu
MM- BUILDING SBUCINC
SIDEWALL COLUMN
DRAWNG FOR BRACE
ROD REONREMENR.
1
CUP
(701084)
'P
PLATE
n
(030722)
c
FOR CUNIS
CONNECTION
SEE DETAIL
BW2
1
JJ
C OYP)
J
BRACE
USE F41 ]/4" % 2 1/2"
5TRENGTH 90LT
ROD
((A325T M))
N4Ui00954]5)
HIX12
DETAIL BK7 I
BRACING CUP CONNECTION
w1FRYFOYTF BRACE CUP LOCATION
Ji
John rnest Lamb
P.O. Box 1529
Laurinburg, NC 28053
27717
I,(lyl 1.�11't
REVISION No. 2 PRODUCT OF THE BUILDER: I PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE: g UAW: CARLETON t ENG:
50X100X28 LASS bHK' A5 or DATE: 02/12/01
BUTLER MANUFACTURING -ff7bR "`_"�/�'% ® DAVIS, RICHARD K CONST AMERICAN CONCRETE 20# LL + O#CLL WIND BRACING DRAWING NUMBER: REV.
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97 DETAIL SHEET
GENERAL OFFICES-KRNSRS CITY, MISSOURI SYSTEM D 00 —06857 1 — 03A 00
EW
0
n
0
0
c
�
N
-
t
N
0
Q
Q
4 Q TM
UNIT 2 ROOF SECONDARY STRUCTURAL FRAMING PLAN
PART SCHEDULE
[ ]
Ott
PART NAME
PART NUMBER
PART LENGTH
µORK
401
30
PUR GT PU B%.060
0530629 263-4
21 -11 1 2
402
22
PUR GT PUB % .O6]
W69-263-4
--21-11_1 2_
403
5
FAVE STRUT
5DE
0590499 239-9
19 -11 1 2
PURLIN BRACE LOCATION SCHEDULE
BEIWEEN
GRIDS
LOCATION
DETAIL
BRACE
SECTION
DIY. 'B"
RIDGE
BRKE
TOP
BOTTOM
1 AHD 2
F146
(2) B
N/A
2 AND 3
F146
(2) B
-0-
4'-4 1/2'
N/A
3 AND {
F146
(2) B
-O-
4.-4 1/2-
N/A
{ AND 5
F 446
(2) B
-O-
4'-4 1/2'
N/A
5 AND 6
F146
(2) B
-D-
4'-4 1/2'
N/A
NOTM
1. REFER INST DRAWING
ION FOR SLOPE BRACE NUMBERS ESS TTHAN REOUAL TO 0.7512 µ
TIA D 2. ♦ - DENOTES DOWNSLOPE PURUN (TOP FLANGE TO BE TURNED DOWNSLOPE).
REFER TO FRAME ELEVATIONS ON DRAWING DOO-060571-02.
C L
John rnest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 27717
PRODUCT OF THE --
Q � (i 50X10OX28 LRSS ROOF CHK . L/ O DATE: 02/08/01
BUTLER MANUFACTURING �""""`^� ® DAVIS, RICHARD K CONST AMERICAN CONCRETE 20j/ LL + 0}�CLL SECONDARY STRUCTURAL DRA NG NUMBER: REV.
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97 FRAMING PLAN 00-068571 —04 00
GENERAL OFFICES-KANSAS CITY. MISS 0URI SYSTEM
EW
II I
I
I B04, BAD,
I I
Z bl
I
0
I II I
PART SCHEDULE.
[ ]
Ott
PART NAME
PART NUMBER
PART LENGTH
WpRK
300
1
BOX STRUT
OJOtOB3 235-6
,9 -J ]
BRACE ROD SCHEDULE
Q Ott I PART NUMBER I DESCRIPTION THREAD TURNBUCKLE
JO1 2 S11063 0135-0 1-1/4 RH-LH OR ROD RH-UI 0095274
544053 240-0 1-1/4 RH-RH OR ROD RH-RH
}02 2 544063 016-0 1-1/4 RH-LH BR ROD RH-LH 0095274
544049 343-C 13/4- RH-RNH-RH- R- OD RH-RN
313 4 051/049-393- 3/1-RH-RH-BR-ROD-RH-RH
100'-0' EW 304 2 544049 259-0 3/4 RH-RH BR ROD RH-RH
305
2 04049 300-/4RH-RNBRROD RH-RH
20'-0" 20'-0" 20'-0" 36 RN
42b/�ll .6.'l 8ZV11&1
ZZ
\ . I
809, o o R09, 60D,
/ \ I
UNIT 2 ROOF BRACING
BUTLER MANUFACTURING
COMPANY
GENERAL DFFICES-KRNSRS CITY, MISSOURI
PRODUCT OF THE
ORDER ENGINEERING
SYSTEM
DAMS, RICHARD K CONST I AMERICAN CONCRETE
Fr. PIERCE, FL FORT PIERCE, FL
NQIIS:
YELLOW THREAD PROTECTORS INDICATE 3/4'. BRACE RODS
9 rl
02 �-
9 >�
bo
U
q / \
FL00R LINE
50X10OX28 LRSS
20# ILL + O#CLL
110 MPH SBC 97
UNIT 2 SIDEWALL BRACIN(
WIND BRACING
DRAWING
A
`J 1
John Ernest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 27717
Al
p 00-068571-03 100
m
m
I I I I I F.-23-51 I I I I' I I
ROOF PANEL LAYOUT
ROOF PANEL SCHEDULE
ID
PART
NUMBER
SUFF.
LENGTH
DESCRIPTION
HOLE TO HOLE
RO1
560105
643
430-1
MR24 SPLICE PANEL ALZN
35'-0 3/5'
R02
560105
643
490-1
MR24 SPLICE PANEL ALZN
40'-0 13/32-
R03
560117
643
302-4
MR24 FAVE PANEL ALZN
23'-10 23/32-
R04
560118
643
418-7
MR24 EAVE PANEL ALZN
33'-10 27/32-
RO5
560118
643
478-7
MR24 EAVE PANEL ALZN
3B--1O ]/8-
RO6
560157
645
MR24 RIDGE COVER
RC]
560173
MR24 RIDGE END COVER
ROB tl yJ`rI
N 4%
-
nnnoo
ionn
rczrc I'
�
John Er est Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 2 7717
STANDARD NOTES:
RPM31 REFER TO GENERAL ROOF INDEX DRAWING 1C81111 FOR ADDITIONAL
ERECTION DRAWING REQUIREMENTS.
REFER TO DRAWING 10BOB76 AND/OR 1080877 WHEN FIELD WORK IS
REQUIRED FOR VARMBLE-WIDTH ROOF PANELS.
ROM38 WARNI NG
.............
PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY, PROCEED WITH
CAUTION. WIPE CLEM IF NECESSARY.
RP045 TRIM CUPS AND 1/2' BOLTS HAVE BEEN FURNISHED IN PUCE OF PANEL
CLIPS WHERE PANEL CORRUGATIONS FALL AT END OF BAYS WITH PURLINS
THAT DO NOT ALIGN.
RPM46 PANEL CUP FASTENERS
USE SCRUBOLT 097196 (GREEN 3/5 X 1) FOR PANEL CUP-TO-PURUM
CONNECTIONS.
RPM54 DIRECTION OF ERECTION FOR MR-24 PANELS ON LEFT SLOPE IS FRONT
TO REM OF ROOF SURFACE.
RPM55 DIRECTION OF ERECTION FOR MR-24 PANELS ON RIGHT SLOPE IS REAR
TO FRONT OF ROOF SURFACE.
RPM59 MR24 RIDGE COVER IS FURNISHED IN 20- LENGTHS. FIELD CUT THE
RIDGE COVER TO LENGTH AS REQUIRED.
RPM62 ROOF PANELS MUST BE ATTACHED TO ALL ROOF STRUCTURALS 70 INSURE
THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURLINS
ADDED FOR SPECIFIC LOADING CONDITIONS, ETC.
ENOUGH PANEL -TO -STRUCTURAL FASTENERS, CUPS (IF MR-24/CMR-24)
HAVE BEEN FURNISHED FOR ALL ROOF STRUCTURALS.
RPW73 HOLE TO HOLE DIMENSION IN THE ROOF PANEL SCHEDULE IS NORMALLY
THE DISTANCE BETWEEN THE STRUCTUAL ATTACHMENTS AT EACH END OF
ROOF PANEL (SEE DWG G00001). THIS MAY NOT BE TRUE FOR CUSTOM
PANEL CONDITIONS.
THIS DRAWING IS FOR REFERENCE ONLY!
ALL ROOF PANELING, TRIMS, FASTENERS
AND SEALANTS HAVE BEEN PROVIDED WITH
UNIT 1 — BMC ORDER NO. 068570
DESCRIPTION. DRAWING TITLE: D F LETO ENG:
ncvuvn nv. ��.,aw� nv. a PRODUCT OF THE
50X10OX28 LRSS CH", DATE: oz/z1/o1
BUTLER MANUFACTURINGEfy
® DAVIS, RICHARD K CONST AMERICAN CONCRETE IN 20%j LL + Oj/CLL ROOF PANEL DRAWING NUMBER. REV.
COMPANY ORDER ENGINEERING Ff. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97 DRAWING
uuuLo er: aLa[n er: GENERAL OFFICES-KANSAS CITY, MISS OURI SYSTEM D 00 068571-07 00
cp
Ia5
CR1
CR4
Z I CR3 CR1
u
e✓-- 803 I
T
EW
800 B00 800 802
CRT I CR1 I CR1 CR2 I .
I
I I I
i
3 TON
1 CRANE I I I 1
I
I
I I I
HI
I I 1 1
CRT CRI
CR5 CRS CR4 1
CR1 I CAB CAB CR3 I
BOO J C 800 I 800 2 604
. N
UNIT 2 CRANE BEAM LAYOUT
Y
PART SCHEDULE
[ ]
Ow
PART NAME
PART NUMBER
PART LENGTH
FIELD
800
6
INTERM CRANE BEAM
CF4576
19 -11 1 2'
B01
1
END CRANE BEAM
GF4577
1B'-10 1 4'
602
1
END CRANE BEAM
GF4578
18'-10 1 4"
803
1
END CRANE BEAM
GF4579
19 -9 3 4"
804
1
END CRANE BEAM
OF4580
19 -9 3 4'
NO &
1. ♦ - SYMBOL REPRESENTS CRANE -BRACING -LOCATION REFER TO BRACING DRAWING DOD-068571-03._
John Ernst Lamb
P.O. BOX 1529
Laurinburg, NC 28353
Fla. PE tl 27717
3 TON TOP RUNNING CRANE INFORMATION
1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DE5CKIPUDN:
50X100X26 LRSS
BUTLER MANUFACTURING ��e DAVIS, RICHARD K CONST AMERICAN CONCRETE 20# LL + O#CLL
COMPANY ORDER ENGINEERING FT. PIERCE, FL -FORT PIERCE, FL 1.10 MPH SBC 9
BOND GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM
7
RAIL SIZE J
SPAN N
I�t
MCI
44
y CRANE BEAM
FACE OF
COLUMN
A CRANE CAPACITY
3 TONS
B. SERVICE CLASSIFICATION
C
C. MAX. WHEEL LOAD (NO IMPACT)
4.763 LBS.
D. WHEEL SPACING
6.-0- (FEET & INCH)
E. CRANE NET WEIGHT
5.000 LBS.
F. TROLLEY WEIGHT
1.000 LBS.
G. ELECTRIC OR HAND -GEARED BRIDGE
H. PENDANT OR CAB -OPERATED
J. RAIL SIZE
40 LBS./YD.
K. TOP OF RAIL HEIGHT
23'-3- (FEET & INCH)
L VERTICAL CLEARANCE ABOVE RAIL
2'-9' (FEET & INCH)
M. HORIZONTAL CLEARANCE PL OF RAIL TO
FACE OF COLUMN
D'-10" FEET & INCH
N. fL TO Q OF CRANE RAIL
47'-4' FEET & INCH
P. NO. OF CRANES PER AISLE
1
Q-, MIN. DISTANCE BETWEEN WHEELS
•' OF ADJACENT CRANES
N/A (FEET & INCH)
R. CRANE BEAM SIZE
W14r34 BEAM (Fy=50 KSI)
S. CRANE BUMPER HEIGHT ABOVE
CRANE RAIL
0'-9- (FEET & INCH)
h V hA
—QL,QI
DRAWING TOLE:
ORW: FSCARLETON ENG:
CHK: O/ DATE: D2/15/O1
CRANE BEAM
DRAW NG NUMBER:
REV.
LAYOUT
p 00-068571-08
00
-
r
-
USE (]) s/e X x 1/1 N251
N SiR BOT (09n82) n
CRANE STOP-
(To1OBO)
[[
USE (2) 5/e' X 11/4' NtSi
5-S1R1W1N 00.f (09TME) n
-
... ... _. .--. _..
-
, .,y..T. ;.,
5/e IGT( HOLMUT (Ws]1A).
.. .
3' MIN.
`]01OT.61
r Yd."
I
< -
•
•
1y:.
-
USC (x) 5/8' X x I/4' NISI
M-SI Bi B2LT (O]]xe]) n
5/8- IEAW HR MIT (o952N)
fNGd IX9Rd AND UPSR 11RFID5
_.I
' I
._.
, - ,: ;: _ _
( ) T
CRANE RAIL
NOTV. MC
:.-
usE (2) 5/5- X 2 1/4 A1m - . f
N-MMIN 8XI (09 I n .
5/8' WW RDL YR (0852N)
.. pp¢f522si
2
USE (2) 5/e' I 2 1 E' A!MI
N-SIRENGTII BOIT (�nex) n
., -.
.- - t RMIE .STOP
1 . - - T01o00)
1
5/B' KAW HE, NOT (min)
EW POSf
�z I
p�
Pq
LNCRANE 8FA1] (i010]B)
�Q (]00001) CRANE BEAM
NS/NSRAVE ' - I __ _ IR (6) 5/8- x 2 1/4- AIMOLUY%51RFNGMT (09n82) e — — —
USE (3) 5/8- X 2-1/4- N2ST
M SLR BOLTS (0 7282) n
(095233)
�- 3 YIN. RJUL
`(CND BY MB C)
TLE BEAM
CRAVE BEAM
USE (I) 5/e X 2 1/4 N257
N I;IRENCM BOLT (Nn82) n
# EW BIR (095]DJ)
fI
USE (B 5/e' X 2 1/4' N25T
��•��,• —
`CRANE BRACNCf
51C IEAW KY. NN (09S2N)
USE (9) 5/1' [ 2 1/2- N251
FRAME COWMN
ItiC (1) 5/8- X 2 1/4- ATIST
T EW
10.5 M BOLL (09n82) e
BRACE ANGLE
HHSiR 9MT (0 7284) n
3/1' NFAW MX. NUT (095235)
N-SIEENGN ®LT (02T282) n
5/8' NFAW M. Nllf (O252U)
51V HELW MR NUT (0952.U)
T01081 OW-4
( )
DETAIL CRI INTERM CRANE BOUT TO CRANE BRACKET CONNECTION
DETAIL CR2
END CRANE BENT WITH STOP CONNECTION TO EW POST
DETAIL CR} END CRANE BEAM WRH TIE PLATE CONNECTION TO FRAUE
DETAIL CR4
HORIZONTAL CRANE STOP CONNECTION
DETAIL CRS
BRACE ANGLE CONNECTION TO BRACKET
m0fl
USE (1) 5/8- X 2-1/4- A325T
HI-WR. BOLTS D97202 n
HEAVY HEK. NUl (095 33)
BRACE
1 049-4)
DETAIL CR6 i BRACE ANGLE CONNECTION TO BOX STRUT
NO. 2
PRODUCT OF THE BUILDER: I PROJECT: I BUILDING ORDER DESCRIPTION:
QQ 50X20OX31 LRDS
BUTLER M R N U F R C T U R I N G =M ® DAVIS, RICHARD K CONST AMERICAN CONCRETE T-
20# LL + O#CLL
C0MPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL110 MPH SBC 97
GENERAL OFFICES-KRNSRS CITY. MISSOURI SYSTEM
John estLamb
p.0. Box 1529
Laurinburg, NC 2-8353
Fla, pE # 27717
r) - I LAW
WING
TITLE ORW: TM:AA TON I LNG:
CHK: 0 DATE: 02/15/01
CRANE CONNECTION DRAWING NUMBER: REV.
DETAIL SHEET
p 00-06857 i -oaa 00
12
0 1/2�
BA[KUP
1j
V
gg
I
I
I
u
I
—UNIT #1 —
,ms
€ _
(068570)
¢
I
I
I
I
I
I
1
I
I
.
FIELD WORK .
16'-0" K 16,-0-
WALL PANELS
N
g
OVERHEAD DOOR
)
ltl
lb
REAR
ENDWALL
PANELING
ELEVATION
AT
GRID 6
PRODUCT OF THE
50X10OX28 LRSS
BUTLER MANUFRCTURING �® DAVIS, RICHARD K CONST AMERICAN CONCRETE 20# LL + 0#CLL
C 0 M P R N Y GROER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97
GENERAL OFFICES-KRNSRS CITY. MISSOURI I SYSTEM
WALL PANEL SCHEDULE
,ID
"
PART
NUMBER
EXT.
UFF.
INT.
SUFF.
LENGTH
DESCRIPTION
GO
0027095
106
1
159-5
BRII SO SW NOR PNL
DO
0027095
106
1 162-5
BRD SO SW HEIR PNL
0
OD27095
106
165-5
BRII SO SW HER PNL
00
W27162
106
343-4
BRII SO SW PNL
0027162
106
346-4
BRn SO SW PNL
Ol
OD27162
106
349-4
BRII SO SW PNL
1
W27162
106
358-4
BRII SO SW PNL
01
0027162
106
361-4
BRn SO SW PNL
01
002716]
lU6
364-1
BRII SO SW PNL
01
W27162
106
367-0
BRII SO SW PNL
i
F � \
f
John E Est Lamb
P.O. Box 1529
Laurirlburg, NG 28353
Fla. PE # 27717
AV
1111E: URN: C Z 4f ENG:
EHK: .pl DATE: 02/01/01
WALL PANEL DRAWING NUMBER: I REV.
DRAWING D 00-068571 —06A 00
HELD WC
WALL PAI
H
,-0
12
�
Y
5
—
UNIT #1
2
�r
rIII
�III
(06II
e
=
S
@
I
I
I
1
FIELD WORK
�WA1L PANELS
I
1OVERHEADI
m
DOOR
5
J (b
FRONT ENDWALL PANELING ELEVATION
AT GRID 1
RIGHT SIDEWALL PANELING ELEVATION
AT GRID H
e
REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PROTECT:
am am C`.i ��j
BUTLER MANUFACTURING =LlU�3= 0 0 DAVIS. RICHARD K CONST AMERICAN CONCRETE
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL
1 XMR D e'm GENERAL OFFICES-KRNSRS CITY. MISSOURI SYSTEM
50X10OX28 LRSS
20# LL + O#CLL
110 MPH SBC 97
WALL PANEL SCHEDULE
ID
NUPART
MBER
EXT.
SUFF.
S(F.
LENGTH
DESCRIPTION
0
0027095
106
150-3
BRB SO SW NOR PNL
0027095
106
153-5
BRII SO SW HDR PNL
0027095
106
1
156-5
1 BRII SO SW NOR PR
DO
O 27162
106
343-2
1 BRII 50 SW PNL
00
0027162
106
343-4
BRII SO SW PNL
1
0U27162
106
352-4
BRII SO SW PNL
01
5627162
106
355-4
BRII SO SW PNL
01
0027162
106
358-4
BRII SO SW PNL
1
0027162
106
361-4
BRII SO SW PNL
01
5627162
106
164-4
BRII SO SW PNL
Ul
W27162
105
_367-0_
BRII SO SW PNL
STANDARD NOTES:
WPOO10 INSTALL
N 9 OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING
104
WPOD14 BRII WALL PANEL -TO -PANEL FASTENERS ME 097364 (1/4 X 3/4 T-30
TORX SELF DRILLING SCREW).
WPD019 BRII WAtt.
X PAN T-D TORXCSCRUB00'/BASE FASTENERS ME 097361
WP0028 FOR GENERAL BRO WALL PNL INFO. REFER TO THE FOLLOWING DWGS
-----------------------------------------------------
104217 - GENERAL PANELING INFORMATION
105017 - INSULATION AT TOP OF WALL-SIDEWALL
105018 - INSULATION AT TOP OF WALL-ENDWALL
1080854 - WALL PANEL LENGTH CALCULATIONS
IM873 - GENERAL INSTALLATION TORX FASTENERS
WP0030 THE DIRECTION OF ERECTION FOR BUTLERIB It WALL PANEL IS
LEFT -TO -RIGHT.
iMPORTAM APPEARANCE OEM
FlELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3- THICKNESS
BETWEEN STRUCTURALS AND MT SURFACE OF WALL PANEL. WHEN
TRIMMING INSULATION. BE CAREFUL NOT TO CUT VAPOR RETARDER.
WP0075 BRII W LL PMEL-70-GIU FASTENERS ME 097361 (11/32 X 7/8 7-45
UNPUNCHED DOOR SIDE GIRTS REQUIRE FIELD DRILLED 5/16- HOLES.
John 'ernast Lamb
P.O. Box 1529
Laurinburg, NC 26353
Fla. PE # 27717
A
nour. rurc' fIMI a I ENG:
WALL PANEL DRAWING NUMBER: REV.
DRAWING D 00-068571 —06 00
u
•
REVISION
6
um
o[Aw ar:
W
Lxam er
YR-24 RODF
MR-24
RtPURUN
ENDWALL TRIM
ENDWALL TRIM
M C - (6303D8)
FEMALE - (630309)
SEE DWG. IDB1167
SEE MG. IM1167
WALL ADAPTER
WALL ADAPTER
(630312)
PP�IRI.
(W0312)
SEE DWG. 1081167
SEE DWG. 1081167
JOR
TOR[ 7-50
TOR% T-30
SEU-ORIWNG SCREW
SELF-DRIUNG SUM
(097364) (2'-0- O.C.)
(0973W) (2'-0' O.C.)
WALL CIDSURE
WALL CIDSURE
(6M431)
1640431)
E DWG. 105098
SEE DWG. 105OSS
BURERIB II PANEL
BURERIB II PANEL
ENDWALL
ENDWAIL
DETAIL K395
2A. t D.R'.!.}EFT WITH MR-24 ROOF 1
DETAIL K396
GABLE RIRTRIM11 RIGHT WITHG MR- ie OF
DETAIL M235 I GUTTER W/WTHR. SEAL WZMR-24p ROOF
�v (
a\
v
John nest Lamb
P.O. Box 1529
Laurinburg, NC 28363
Fla, PE # 27717
THIS DRAWING IS FOR REFERENCE ONLY!
ALL ROOF PANELING, TRIMS, FASTENERS
AND SEALANTS HAVE BEEN PROVIDED WITH
UNIT 1 — BMC ORDER NO. 068570
ZSA•oT
PRODUCT OF THE BUILDER: PROJECT: BNLDOIG ORDER DESCRIPTION: I DRAWING TITLE: DI f2AR 0 1 ENG:
C Q 50X10OX28 LRSS C ' oz/z1/o1
BUTLER MANUFACTURING =""`-'—�`�'-'�� ® DAVIS, RICHARD K CONST AMERICAN CONCRETE IN 20# LL t 0#CLL EDGE OF ROOF oRA NUMBER. REV.
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97 DETAIL SHEET
GENERAL CFFICES-KANSAS CITY, MISSOURI SYSTEM D 00-06857 1 — 07A 00
�i.v'.asv-+,ar.wry
FOR CABLE ANGLE
INSTALLATION SEE 12
DRAWING 1080944 11/2
UNIT 2 FRONT EW STRUCTURAL ELEVATION AT GRID 1
DRAWING 0104161
d) d) ob
UNIT 2 RIGHT SW STRUCTURAL ELEVATION AT GRID H
FOR GABLE ANGLE
12 INSTALLATION SEE
1/2� DRAWING ID80944 _
SID17.2
rWOT �n.n coos Dv] I
UNIT 2 REAR EW STRUCTURAL ELEVATION AT GRID 6
ND. 1 RLVIAMN NM. 2 PRODUCT OF THE
�
BUTLER M fl N U F H C T U R I N G ��® DAVIS. RICHARD K CONST AMERICAN CONCRETE
C O M P A N Y ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL
otsFm m: GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM
Johd Ernest Lamb
P.O. Box 1529
LauriElburg, NC 28353
Fla PP 8 27717
PART SCHEDULE
( )
0TY
PART NAME
PART NUMBER
PART LENGTH
FIELD Q
WORK
502
11
GIRT
0550296 157-2
13-1 1 4
5"
12
GIRT
0550303 013-2
1 -1 1 4
505
3
GIRT
0550303 025-2
2 -1 1 4
506
3
GIRT
0550303 109-2
9-1 1 4
507
6
GIRT
0550322 217-2
is 1 4
508
ID
GIRT
D550322 223-2
18 -7 1 4
510
TS
GIRT
0550322 229-2
19-1 1 4
516
2
GIRT
0550323 337-2
2B-1 1 4
518
3
DOOR HEADER 121N
OM0388 191-4
15-I1 1 2
51.9
6
DOOR POST.122%12
05BO609 198-4
16 -6 1 2
M06
522
2
2 CENTER HEADER
OGF4574
19 -O 5 8
523
1
2 DOOR HEADER
0580630
29-11
STANDARD NOTES:.
WS0002 FIELD WORK FOR GABLE ANGLE ATTACHMENTS MAY BE REQUIRED DUE TO
NON-STANDARD PURLIN SPACING.
WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP -IN
PLUGS (097229).
WS0010 BO T THE Two S UNIT HAS AN OVERHEAD
)T)OGETHERDOOR QWITHHWC(T2L D/2BLIE 'C' HEADER.
40 FACTDBY HOLES MAND NUTS E 9NOT2PROVIDEDON PIN HMEERSS FIELDCL TE
9/16' DIA HOLES M REQUIRED.
WS0011 GIRTS MUST BE INSTALLED MOVE DOUBLE C HEADER AT STANDARD
LOCATION.
W50011 PUNCHED WALL STSEMS REQUIRE ATHE EFELD DRIILLLINGUOF THER5/I6'
PANEL ATTACHMENT HOTS IN THE GIRT FLANGE.
WSM23 I M P O R T A N T
REFER TO PRONTO DETAIL G047 MR PROPER GIRT ALIGNMENT.
50X10OX28 LRSS ENDWALL AND SIDEWALL
20# LL + O#CLL STRUCTURAL ELEVATIONS DRAWING NUMBE REV.
110 MPH SBC 97 AT GRIDS 1, 6 AND H D 00-068571 —05 DD
itATIG
UP
Q ,E `-RADIUS
—THICKNESS
C — SECTION DESIGN INFORMATION
PART DEPTH I iUNGE I UP I THICKNESS RADIUS
GIXnOf1i
FIANGE
IN\� Go
FI ` RADIUS
oLTTHICKN6S
Z — SECTION DESIGN INFORMATION
PART
DEPTH
FLANGE
UP
I THICKNESS
RADIUS
GIRT 550296
9 1/2'
2 3/4-
1 1/16-
.057-
1/4"
GIRT 550303
9 1/2'
2 3/4'
1 1/16'
.D60'
1/4-
GIRT 550322
9 1/2'
2 3/4
1 3/16"
.096"
1/4"
EIn 550 223
9 1/2.
2 3/4'
1 1/6"
.113'
1/4"
DOOR
USE Hj1/z' % 1 1/4-
THIN OLT (D96636)
AND 1//2' HEX. NUT
(095032)— - - —
CLIP (543164)
LEG DOWN
BOLT/2' X0B5)) /AND
HEX. NUT (095032)
G223 SINGLE GIRT TO DOOR POST CONNECTION
USE 4 1/2' X 1 ))1/4'
HEX.1/2"LT NMWS(095012)
SIOMALL .If
I
CUP 1 I LL (DOWN 6)
�W
ENDWALL GIBE
DIRE CHANNEL (54326D)
INSTALL wRH PANEL FASTENERS.
DOOR `'
vnD H
(5 3025)
USE (4 1/3' 5 1 1/1"
1/2' BHEX. NUT (095 J]) ` \
DOGS' DOOR POST TO DOUBLE -C' HEADER
RETD LOCATE USE E41 l/2" X 1 1/4"
9/ 16' DIA. HOLES HEX. LT (0950851 M'0
If1 CORNER POST 1 1/2- HEX. NIR (09 32)
CLIP (543164) -
DOABLE 'C'
HEADER
FOR STRAP
CONNECTION
SCE DETAIL
I
(TTPJ
CORNER POST
SAG STRAP
544045
FOR STRAP �� GIRTS
CONNECTION
SEE DETAIL SECT.
G249 EQUAL S
(1YPJ FW SECTION
ENGWALL
INSTALL (31 ROWS OF SAC STRAPS
N EACH E DWALL SECTION.
ACTUAL NUMBER OF ROWS OF GIRTS
MAY VARY.
SIDEWALL f
oF—
SAG STRAP PLACEMENT IN THE ENDWALL
USE (4 1/2' E 1 1/4-
1/2- HEX. NUT (N )
RT
A)
N"K Ml
1/2' X 1 1/4'
DLT(D95085)) AND,E%.
NUT (0950J2)ICUP
(SB0132)USE(H2)1
2" % 11 4')M12"
�HLITrt (0s0i2,wdDOOR
N�E�
H6X
HEADER
R POST
ncr.�� nnnc
DOOR HEADER TO DOOR POST
CUP (543164 CUP (543164)
LEG DOWN
LEG DOWN
0
Gin
GIRT
u
`I
F FRAME
USE (61 1/2" X 1 1/4'
Il
2- BHDIM PU M 32)
ETAIL GODS I DOUBLE GIRT TO COLUMN CONNECTION
SAG
STRAP
I
GIRT I 1
FASTENER
SIDEWALL OR DNGWALL
SAG STRAP IS FURNISHED 20' LONG AND
MUST BE FlEW CUT TO LENGTH REQUIRED.
ATTACH SAG STRAP TO THE GRIT
WITH SELF DRIWNG SCREW 097216. SPLICE
54G STRAPS AT GIRT LOCATIONS IF NECESSARY.
>ETAIL G248' SAG STRAP TO GIRT CONNECTION
UNIT 1 UNIT 2 ME t.l 1/2' % 1 ))1/4"
AND
1/2" HEX. NUfS(095032)
SIDEWALL i EW CORNER POST
1 CUP (GF4575)
LE
C GOWN
UNIT GIRf -T ENDWALL GIRT
I I
I
i
GIRT CHANNEL (543260)
INSTALL WRN PM FASTERM
DETAIL GXt 9 1/2- EW GIRT TO EW CORNER POST
W ESTR>H BOLT (09)3801 Al
t/2' NEAVY HEX. HUT (095 30,
i=
13' DOOR POSE
DOUBLE
C
HEADER
yd
�''•
.� 4„ .I
1
cup (543317) `
CLIP (543048)
SIDEWALL CUP (543164)
a COLUMN OR r LEG DOWN
3 ENDWALL POST -I
e 1
u
O
7 I
Gin
o �
` FRAME
USE (ALLT/(2 X 1 )1/4"
1/2- HEX. 17UT5IN 2)
TA„ 0IM17^ SINGLE GIRT TO COLUMN CONNECTION
GABLE ANGLE
FASTENER
SAG
STRAP
ENDW'ALL
ATTACH SAG STRAP TO THE GABLE ANGLE
WITH SELF DRILLING SCREW 097216.
nDETAIL G249' SAG STRAP TO GABLE ANGLE CONNECTION
�T- UNIT GIRT
UNIT 1 COLUMN \ F��
I
e I I
� � I
I
EW CORNER POST
CLIP (GF4575) 1 0 0 «:3260 'NEC
LEG DDWM I FlELD BEND 90' AND
ENDWALL GIRT I INSTALL WRH PANEL
FASTENERS.
I
115E (B40)L1/2' X t 11t/4'
12- HHEX.EX..NOF (MS03µ) ENDWALL
DETAIL G%2 9 1/2- EW GIRT TO EW CORNER POST
TOP
MEMBER
F
GIRT
RUSH TO
„ 1/4- MAY.
OUT C3
II
,'
1
1
'' BASE
ANGLE
T
L
1
L
OR LENGTI
CORRECT ALIGNMENT
MIS -ALIGNMENT
(AVOID THESE COMMONS)
4DETAIL C047� SECONDARY STRUCTURAL ALIGNMENT
I
USE Tel 1/(2- X 1 1/4'
112- HEX. N°�M(O9B192)
SIDEWALL
SIDEWALL GIRT
CLIP (543164)
LEG DOWN
I F-CLIP (543346)
LEG DOWN
1 l
0
e� �__ c W
NGWAL- GIRT
w
—w—
HEADER C. TANEL HOLES
MHESEE FLANGES
210IE:
F10D CITE GWME 'C" HEADER AND
LOCATE 9/I6' Do. 1KIlE5-AS SHOWH. .
DETAIL %1 FlI�).E( ELD WORKI-C- HEADER
BUTLER COMPRN YC T UR I N 0
GENERAL OFFICES-KRNSRS CITY, MISSOURI
PRODUCT OF THE �® 0F�ENGINEERING
SYSTEM
DAVIS. RICHARD K CONST
FT. PIERCE, FL
5OX10OX28 LRSS WALL SECONDARY DRAWING NUMBER: REV.
AMERICAN CONCRETE 200 LL + OOCLL STRUCTURAL ELEVATION
FORT PIERCE, FL 110 MPH SBC 97 DETAIL SHEET D 00-068571 —05A 00
F ANCE ,
UP
O I MRATHICKNESS
KNESS
C — SECTION DESIGN INFORMATION
PART
DEPTH
iIANGE
UP
THICKNESS
RADIUS
CAVE STRUT 540499
B'
3 1/2"
1 3/5-
.096"
5/16"
FLANGE
_I I Gq
RADIUS
THICKNESS
Z — SECTION DESIGN INFORMATION
PART
DEPTH
FUNDE
UP
THICNNESS
RADIUS
PURLIN 530629
B'
2 5/8'
3/4'
.060'
1/4'
PURUN 530869
B'
2 5/8'
1 3/4'
.067'
1 1/4'
MESTRENL'Mvi BOLT ((109T281 )2)5.iN0 ^�- A USE ((2 5/B' % 1` 1 2' A3251
HEAW HE%. NOT (095433) .. _ \ \ 9YRENOM BOLT UT (N1)) ANO
5/B' HEAW HEN. NUT (09523])
EAVE STRUT
FAVE
ROOF (II ROOF B III �_,11111� 1 \V
1 1 �F 8 � ROOF BFAY
USE ((6j 1//2' % 2' - - _ USE ((6)) 1//2" % 2' _ _ COLUN L SPNCE
A]25T III -STRENGTH BOLT AT25T HI-SND 1/2- BOLT - COLUYN
(os7zao� AND 1/z courlNuous (o9n6o AND T/z" PURL NUous
HFAW PURLIN HFAW K NUT PURL
(095230) (095230)
""'""'^ °' CONTINUOUS SPAN PURLIN CONNECTION "0""^' "*�°' CONTINUOUS SPAN PURLIN CONNECTION `"-"`^' "
ncr..0 rro., EAVE STRUT CONNECTION TO INTERN. FRAME pETAIL F128 EAVE STRUT DDNN. 70 INT. FRAME ENDWALL
ROOF
CUP
(543029)
Y/ HIESiRENA BO T ((D972BO)) AND
1/2' HEAW HE%. NUf (095230)
PURLIN CONNECTION TO ENDWALL ROOF BEAM
Joh rnest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 27717
REVISION NO. 1
REVISION NO. 2
PRODUCT OF THE
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TOLE:
DRW: FSCARLETON LNG:
IHrt
d2
SOx100X28 LRSS
ROOF
. DATE: 02/08/01
BUTLER MANUFACTURING
�""`''-�`''�� ®
DAVIS, RICHARD K CONST
AMERICAN CONCRETE
20# LL + 0(/CLL
SECONDARY STRUCTURALY6NC
NUMBER: REV.
rDOO-068571-04A
COMPANY
ORDER ENGINEERING
FT, PIERCE, FL
FORT PIERCE, FL
110 MPH SBC 97
DETAIL SHEET
00
c,ICAm m:
nKCNm er:
GENERflL OFFICES-KRNSRB CITY. HISSONRI
SYSTEM
PART
L7331O
L733II
EXTERIOR
COLUMN
L73312
ROOF
BEAM
L73314
ROOF
BEAM
L73454
EW
CORNER
POST
L73456
EW
INTERN
POST
L7]458
EW
RDOF
BEAM
L7346O
EW
ROOF
BEAM
L73805
EW
INTERM
POST
i L73B0S
EW
j CORNER
POST
m
o L73810
EW
POST
i
L73B12
o BERM
E POST
o L73B14
b EW
INTERM
POST
L73816
ROOF
a BEAM
L7]B18
n ROOF
BEAN
' L7382O
EW
ROD
OF
BFAY
x
u°
3
TOP / OUTSIDE
MNGE
F WEB
W
Ga THICKNESS
n
BOTTOM INSIDE
FWJCE
FRAME DESIGN
INFORMATION
DESCRIPTION
ANGE - 7' X .250'
A FUNGE - 7' X .250'
11CKNESS - .140'
)EPTH - 12'
ANGE - 6' X .313'
A FUNGE - 6- X 375'
11CKNESS - .160'
)EPTH - VARIES 2D' TO 32'
ANCE - 6' X .313'
A FIANCE - 6' X - .375'
JICKNESS - .160'
)EPTH - VARIES 32- TO 20-
ANCE - 7' X .250'
A FLANGE - 7' X .250'
KICKNESS - .140'
)EPTH - 12*
ANGE - 7' X .250'
J FLANGE - 7' X .250'
HICKNESS - .140'
)EPTH - 12'
MEE - 6' X .250'
J FLANGE - 6- X .25D-
o GE-6'X
SS - .12E
12'
-7'X .
IGE-7'X
SS - .141
12'
-7'X
IGE- 7'%
SS - .141
- 12'
:--7' %
SS -
SS.
- 12'
6' X
GE-6'
SS - .
12'
- 6' XX
IGE_6'
SS - .
12'
6' 6' X
ICE - 6'
SS —
1 �DROOFR
OMENSWN Y
F�DRI ' C BUY
COLUMN
USE i41 1/(x�' z 11/4- WL.f-* E
B 2RGIR16 x PURLIN6 1/2- HEX. NIT( 9N032) 9 2RGIN19 2 PURLn6
USE I I/2' 1 1/� EW
1/22- HEX NUT %UT( 9NO32) POST
—EW ROOF BUY
CY
(543358) I
(5 43358) EW POST
I
I
USE EB1 5/8' % (1 91'772' jK125T
5/8'R HEAVY HEX. NU1 (O9523µ)
WX ENI
ROOF E
N25(VI
-STRENGTH- BOLT
4HAW ONE%NUT (O9523O)
1 7
I 1
John Ernest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE p 27717
lam. _4.?o.la I
REVISION NO. 1
REVISION N0. 2
BUTLER N R N U F R C T U R i N G
COMPANY
PRODUCT OF THE
� ®
ORDER ENGINEERING
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
ORW: CAR ON ENGDATE
DAVIS. RICHARD K CONST
FT, PIERCE, FL
AMERICAN CONCRETE
FORT PIERCE, FL
SDXIOOX28 LRSS
20# ILL + O#CLL
110 MPH SBC 97
CROSS SECTION
ERECTION DRAWING
DETAIL SHEET
[HX: DATE: Dz/tfi/ot
um
wrt.
OMWING NU B .
noo-06e571-02c
REV
00
D ..N 9r.
0°"TM