HomeMy WebLinkAboutPLANSA EW
4
1
1
A
\_
`Y Q CP Q 200�D Q Q Q 10
ORDER
066571 L - - _ - _ _ - -
KEY PLAN
SPECIFIC ERECTION DRAWING LIST
THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER
SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU N PUTTING UP YOUR ._
BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE-
AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE
TITLES AND DRAWING SEQUENCE NUMBERS
THAT APPEAR IN THE LOWER RIGHT HAND CORNER 4 EACH DRAWING.
EW
RAWING 'ME:
M IRE NO.:
TSECONDARY
wTe oz/16/a1
ROOF RLY5WN
STRUCTURAL DnAmxc uuuecR: _
FRAMING PLAN
D 83-123456/—O5L D2
TITLE
L DRAWING
SEQUENCE
THE YEAR DURING WHICH
ORDER WAS ENTERED
YOUR
NU M BER
THE BUTLER ORDER NUMBER
OF YOUR ORDER REVISION LEVEL OF THE DRAWING.
1F THE NEVERNG HAS BEEN
REVISED. 001 APPEARS E.
Rly. DRAW N G NO,
DO D00-06857D-00
DD DOD-068570-01
DD DW-068570-01A
00 DOO-056570-0IB
00 DOD-058570-DIC
OD 000-066570-OID
D0 DOO-088570-02
DO DW-068570-02A
00 DOO-068570-028
00 DOO-068570-03C
00 D00-D68570-04
DO D0O-06B57D-04A
00 DW-068570-043
DO DOD-068570-05
00 DOO-068570-05A
00 ODD-068570-058
GO D00-068570-O5C
00 D00-0..570-06
00 DDO-068570-06A
DO D00-G68570-07
GO ODO-058570-07A
DO DW-068570-OB
00 DDO-06B57D-OBA
SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ME
SEVERAL
ERECTION
NPIEO
SEE DRAWING MANIFEST FOR ACOMPLETE LIST F THESE
DRAWINGS.
4
j THESE DRAWINGS WERE PREPARED BY A CUSTOM BUILDINGS
DETAILING GROUP IN KANSAS CITY, MISSOURI.
FOR ENGINEERING 96-368.
FOR DETAIL QUESTIONQUESTIONS
CONTACTO KE - SCOTT NTACT MICARLETON (8 6) PACEY)96A834723
REVIEWED, NO ❑ REJECTED
EXCEPTIONS TAKEN ❑ RESUBMIT
❑ REVIEWED AS NOTED ❑ DO NOT RESUBMIT
❑ SUBMIT SPECIFIED ITEM
Review is only for general conformance with the design
intent of the project and compliance wit atc'on showinformanlois
given in the contract documents. Any
subject to the requirements of the plans andspecifications.
Contractor is responsible for dimensions which shall be
confirmed and coordinated at the job
ite fabron ofaell don prok ewnh
techniques of construction,
other trade and the satisfactory performance
with the o ra for door m is
DATE BY
M.L. E gineering. Inc.
Consulting Engineer
Vero Beach, Florida
WORK
WIND BRACING
MODD1 FIELD WORK GRACING CLIP I Y BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FOR
WALL SECONDARY
MOOIO C LD LOCATE
OC TEIi RES EIN COLUMN OR POST FOR DOUBLE -C' HEADER
D.
M0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWALL ROD BRACING
CONDITION.
M0043 FIELD CUT AND LOCATE HOLES IN DOUBLE 'C' HEADER.
M0056 �D WOENT KG GIRT
PCHAI(5) L AT INTERMEDIATE SIDEWALL COLUMN WITH
M0072- FJELD-WORK CIRT-CHANNEL. AT DOOR POST. --
COVER DRAWING NOTES
STANDARD NOTES:
CDOODI ATTACH PATENT PLATE W7849 TO THE WEB OF AN INTERMEDIATE FRAME
COLUMN AT EYE LEVEL
C00002 REFER TO THE TS SHOWN LSHIPPING UPGRADED
FEST FORTPOSSB ESTANDARDIZED
FABRICATION.
SUBSTITUTIONS.
C0001I HIGH STRENGTH BOLTING:
----------------------
ALL HIGH STRENGTH SOUS ME A-325-T WITH HEAVY HEX NUTS AND ARE
TO BE INSTALLED USING THE 'TURN -OF -THE -NUT" METHOD SPECIFIED IN
THE NINTH EDITION OF THE A1SC SPECIFICATION FOR STRUCTURAL
JOINTS USING ASTM A325 OR A490 BOLTS- PER SECTION 8 D rl).
A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY
THE 'TURN -OF -THE -NUT' METHOD. IT IS THE RESPONSIBILITY OF THE
BOLTTDRAW NG B-1TO 08020E(GROUP JB5052-EOEI�NSTALUTION OF A-325T
CD0013 IMATHESE
IALS SUPPUEDARE SEALED. THE L APPLIES E
BY BUTLER MFG. CO.ANDIS NOT INTENDED
ERAS
THE SEAL pF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT.
CDO017 MATERIA ASTM DESIGNATION
-----------------------------------------------------
STRUCT PLATE I' h LESS A529 AND A572 FY - 55 KSI (GRADE 55)
STRUCT PLA/TE OVER 1' A529 AND A572 FY 50 KBI CRADLE 5I
7 FY
RLIGHT OOF AND EWALL PANELS FORMEDCOLD A651 AND AUN TO 792 GRADEDSOSIa G Be 60
ST. LUCIE COUNTY BUILDING D�ION
REVIER'ED FOR CO LIALNNCCE,
REVIEWED B J
DATE BE PT ON JOB
PLANS AND PERN'IIT MU
OR NO LNSPECTION BE TAADEr
PROECT: IBUILDING ORDER DESCRIPIpx: urc,WiHu I.
-_�. SOX20OX31,LRDS
to K CONST AMERICAN CONCRETE IN 20{j LL + O#CLL CC
FORT_PIERCE FL;.;< �1'101MPH`,SBC-_97
SCANNED
St` Lucie county
44,
0
PRODUCT OF THE
's 'BUT'L ER N-AT'U;R1 NG.
FNPIMFFR
D 00,068570_-00
EW
HUTCH
I I 1
I I I I I I N50
I
I I 1 I I I I N9R
• ? I I I I I
Q I I
I
I 1
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• O I I I I I NflJ
I I I I I I i NSO
I I I I I I
-------------- -°--�-
2'-D•D1B o 2--o-�1
A ENT BUILDING
ORDER 068571 200--0• li MEAL
L
y' UNIT 1 ANCHOR BOLT PLAN
J
... x_, a2re^�'w-.
_.-.._ �... !]. ..-.... __,._.1
}:.-. 1.-- a�.:"-.�o-ham•—,..,. r.1...-i,,:_ -z _::. :..
REV5K)N N0. 1
REVISION NO. 2 PRODUCT OF THE
=
B_UTCE R.,C %NNUF-> VRINB- _
'ORDER ENGINEERING"' + FT.,PIERCE
---.DNPANY.
n
N
An
ff
I
r
rutrnest Lamb
. BOX 1529
rinburg, NC 28353 PE It 27717
n
ORDER I
II
068571
L�-_—__—__�
KEY PW
Il
.C•d
IIPPON:-
DRAWING-DRL°'°"'^•• ""'.
•D YWB EHYER %•-.
.ENO: a..i.
,u D,. ,. d .(pl
DATL 02/01/01
50X20OX31 LRDS SPECIFIC
INST AMERICANET - CONCRE IN.; 20(� LL + O#CLL ANCHOR BOLT
t0-•MPH, SBC' 97
;FORF�PIERCE�`' DRAWING -
- I ---I - C.I
11
0
F R A M E D E S I G N - R E ACT ION S
CARDS
• DATE: 01/21/01 PAGE: 2
TIME: - --- AM
__________ ______
____________________________________________________ 9
C P.D ER # 068570 BUILDER DAVIS, AZCHARD 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 LaurinbuY
(TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE)
DESIGN SYSTEM FRAME # 90 DESCRIPTION LRDS 50'-0" 31'-0" 20 PSF 11OMPH SBC 97 _500 TO 12
------------
POSITIVE REACTION DIRECTION R
H KIPS Horizontal Force to Right V 2---3---4 •/1��� SSG If
V KIPS '- Vertical Force Up
N IN -KIPS Moment Counterclockwise +---H I i
•• D Delta Analysis Performed A �( ^ v Am
,p 8 01
No. Loading Combination W Fl%/ -f � �E 9T1 Sum H Sum V � F"`4 �C •�[S O•�1� #2 lJx
1 D1. + LL 2.53 8.68 -294. -2.53 16.21 323. 0.00 24.89 /MAdSJ
_ 2 DL 4 WLL (LD CASE 1) -9.67 -12.63 1359. -0.36 -15.13 439. -10.03 -27.76
3 DL + WLL (LD CASE 2) -11.43 -6.48 1234. -2.05 -3.26 635. -13.48 -9.74
4 DL + WLR (LD CASE 1) 4.83 -7.04 -452. 6.07 -26.30 -1063. 10.90 -33.34
5 DL + WLR. (LD CASE 2) 3.06 -0.90 -577. 4.39 -14.44 -867. 7.45 -15.33
5 DL(.9-.5AV) + EQL 0.32 2.34 -20. -0.76 3.69 ill. -0.45 6.03
7 DL(.9-.5AV) + EQR 0.76 2.48 -106. -0.32 3.55 25. 0.45 6.03
8 D(1.1+.5AV)+EL 0.47 3.02 -38. -0.92 4.72 131. -0.45 7.75
9 L`(1.1.,SA(LDC 2.88 3.51 -557. -3.59 5.98 96. 0.71 8.75
48
10 DL + EWP (LD CASE 1) -2.88 -12.51 557. 3.59 -25.98 -396. 0.71 -38.48
11 DL•1/2WLL+CRL -9.27 -4.38 1464. -5.21 -1.55 1159. -14.48 -5.93
12 DL+1/2WLR+CRR 6.58 0.37 -1145. 6.61 -9.10 -1295. 13.19 -8.73 EJc)hf)rneS#
1D Load Case db Ip 10 6% p"i ✓T•d _ Sum H Sum VDL DEAD LOAD 0.62 2.75 -72. -0.62 4.14 78. 0.00 6.89 LL LIVE LOAD 1.91 5.93 -222. -1.91 12.07 245. 0.00 18.00WLL WIND LOAD LEFT -11.17 -12.31 1369. -0.59 -13.33 459. -11.76 -25.64WLR WIND LOAD RIGHT 3.33 -6.72 -442. 5.84 -24.50 -1043. 9.17 -31.23IP WIND INT PRESSURE 0.88 -3.07 62. 0.84 -5.93 -98. 1.72 -9.01IS WIND INT SUCTION -0.88 3.07 -62. -0.84 5.93 98. -1.72 9.01
EQ SEISMIC LOAD -0.22 -0.07 43. -0.22 0.07 43. -0.45 0.00
ELL MIN SNOW LOAD LEFT 1.02 4.68 -90. -1.02 1.32 157. 0.00 6.00
SLR MIN SNOW LOAD RIGHT 0.90 1.25 -131. -0.90 10.75 88. 0.00 12.00
EWP EW WIND PRESSURE -4.38 -12.19 567. 3.36 -24.18 -375. -1.01 -36.36
EWS EW WIND SUCTION -4.38 -12.19 567. 3.36 -24.18 -375. -1.01 -36.36
v CRL CRANE LAT LEFT -4.30 -0.98 852. -4.30 0.98 852. -8.60 0.00
PDE P DeltaCRR CRANE AUnitGStory S 0.00 -0.20 117. 0.00 0.20 117. 0.00 0.00G'� b
a P.O.�'A t,
L.lunnbDEy, P:C 29353
a
_ Fla. FPT a 2?717
• � REACTION NOTES: (( ))
E IN KIPS. I KIP
MT000 POUNAND DS) POSH DIRECTRION IS AS SHOWNACTION ME
IN THE FOLLOWING DIAGRAM.
G
2. MOMENT REACTIONS ARE STATED IN INCH -KIPS AND ARE POSIINE IN A
COUNTERCLOCKWISE DIRECTION.
3. THE FORCE ON THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE
OPPOSITE DIRECTION TO THAT SHOWN.
4. MAXIMUM REACTION SUMMARY IS THE MAXIMUM POSITIVE AND NEGATIVE
00 - REACTIONS BASED ON THE REQUIRED LOAD COMBINATIONS.
i 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR IV)
_ K FROM THE SPECIFIED BUILDING CODE WITHOUT ADJUSTMENT FACTORS.
o , G. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EWP. PAS AND IP
g ADDEDOTS FROM THEE INTERMEDIATE TOTALREACTORS FORE THEESE REACTIONS FOUNDATTION DESIGN.
BE
N
_ o 7-1-0
j
BUILDER: "" - %Iy, ,PAOIECTnBUIIDWG-ORDEA}DESCRIPTION:-. DRAWING,TITLE:. _ _, S.Y' vDRW: MWBOEHMER �. IEREVISION ND. 1 REVISION N0. 2E oae wQ NUMBER. EV,
T DF THE BUT -LE R-MANU._ACTURIN- . DAV15. RICHARD K. CONST AMERICAN CONCRETE IN- z�X200X+10 ROLL SPECIFIC �T - .ORDER-ErrsiNEER[NG"' FT.'"PIERCE„FL •4 .FORT. PIERCE. FL Th10°M,P_H SBC 97 REACTION; DRAWIt,JG._. _ O OCHK 02/01/01
C0MPANY 'DRAWING SYSTEM +..� b... - _ _ - -__ , ., ❑OO; 06857 , l�B'00
F R A M
E D E
S I G N
- R
E A C T
I O N S
�.'
DATE: 01/
CADDS
'
TIME: 09:0AM AM
___________________________________________
PAGE: 2
•
-------------------------------- _______________________________________________
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
PROD NAME -
AMERICAN CONCRETE. IN ENGR GRP - Laurinburg
(TYPE)
(WIDTH)
(HEIGHT)
(LIVE)
(WIND)
(CODE/YEAR) (SLOPE)
DESIGN SYSTEM FRAME # 90
DESCRIPTION
{LADS
50'-0..
31'-0"
20
PSF
11OMPH
SBC 97 .500 TO 12
POSITIVE REACTION DIRECTION
R
11 KIPS Horizontal Force to Right
V
2---3---4
V KIPS Vertical Force
Up
I
I
I
/• �w
�nTVA•G Cir d
M IN -KIPS Moment Counterclockwise
+---H
mq�n
2
N w x lM. Cs
•
•• P Delta Analysis Performed
A
V
A
p
Qy
O M
A*H
AT
H
No. Loading Combination
0.
'pi
ps
;jF
`tow
Sum
H
Sum V
1 DL - LL
2.68
8.77
-326.
-2.68
' 8.77
326.
0.00
17.54
2 DL - WLL LLD CASE 11
-9.46
-12.47
1317.
-5.20
-6.99
551.
-14.65
-19.46
3 DL 'ALL (LD CASE 2)
-11.33
-6.42
1213.
-3.32
-0.94
655.
-14.65
-7.36
4 DL + WLR (LD CASE 1)
5.20
-6.99
-551.
9.46
-12.47
-1317.
14.65
-19.46
5 DL + WLR (LD CASE 2)
3.32
-0.94
-655.
11.33
-6.42
-1213.
14.65
-7.36
6 DL(.9-.SAV) + EQL
0.41
2.38
-41.
-0.72
2.47
96.
-0.31
4.84
7 DL(.9-.5AV) ♦ FOR
0.72
2.47
-96.
-0.41
2.38
41.
0.31
4.B4
8 D(1.1+.5AV)+EL
0.57
3.07
-60.
-0.88
3.16
116.
-0.31
6.23
9 D(1.1+.5AV)+ER
0.88
3.16
-116.
-0.57
3.07
60.
0.31
6.23
10 DL + EWP (LD CASE 1)
-2.53
-12.38
474.
2.53
-12.38
-474.
0.00
-24.76
•
11 DL11/2WLL.CRL
-9.18
-4.32
1445.
-6.75
0.38
1192.
-15.93
-3.94
12 DLI1/2WLR+CRR
6.75
0.36
-1192.
9.18
-4.32
-1445.
15.93
-3.94
IO Load Case
1
1&
4
%1Z
5&
&D
Sum
H
Sum V
DL DEAD LOAD
0.64
2.77
-78.
-0.64
2.77
78.
0.00
5.54
LL LIVE LOAD
2.03
6.00
-247.
-2.03
6.00
247.
0.00
12.00
'
WLL WIND LOAD LEFT
-11.04
-12.22
1343.
-3.62
-6.73
525.
-14.65
-18.95
WLR WIND LOAD RIGHT
3.62
-6.73
-525.
11.04
-12.22
-1343.
14.65
-18.95
IP WIND INT PRESSURE
0.94
-3.03
52.
-0.94
-3.03
-52.
0.00
-6.05
-
IS WIND INT SUCTION
-0.94
3.03
-52.
0.94
3.03
52.
0.00
6.05
EQ SEISMIC LOAD
-0.16
-0.04
28.
-0.16
0.04
28.
-0.31
0.00
SLL MIN SNOW LOAD LEFT
1.02
4.68
-90.
-1.02
1.32
157.
0.00
6.00
SLR MIN SNOW LOAD RIGHT
1.02
1.32
-157.
-1.02
4.68
90.
0.00
6.00
EWP EW WIND PRESSURE
-4.11
-12.13
500.
4.11
-12.13
-SOO.
0.00
-24.25
EWS EW WIND SUCTION
-4.11
-12.13
Soo.
4.11
-12.13
-500.
0.00
-24.25
n
CRL CRANE LAT LEFT
-4.30
-0.98
852.
-4.30
0.98
852.
-8.60
0.00
CRR CRANE LAT RIGHT
4.30
0.98
-852.
4.30
-0.98
-852.
B.60
0.00
.fI
FOE P Delta Unit Story S
0.00
-0.20
117.
0.00
0.20
117.
0.00
0.00
BUTLER MFG. COMPANY ENGINEERING DATA
fOR4 W. 2W'O y,.O, yy p BY pRIF
.we aml'wa MiV 1
ESQ
C ul] t'4�.1C bf�c w sip. 1
OLtWL -I.D M' ±8•RK 1{a j1'L
- - vL Ssk
Jo Ernest Lamb
P.O. BOX 1529
Laurinburg, NC 26353
Fla. PE p 277T7
du P sr a I-0, 1-Cr nRD, a-c
U_;+111 B11.1 BroLI 3. (PQA A
7q
A.K. C.r Aer. C.13. all 22 1.
x '6K
L1..trR I BIdS efa.c+�
1
.wlt�l %'rp+e sFacf•..) II LL.;L�i e,rdl.T„�C �ir:T� Ci
REACTION NOTES:
1. THE VERTICAL M AND HORIZONTAL (H AND ZI REACTION ARE STATED
IN KIPS. (1 KIP - 1DOD POUNDS) POSITIVE DIRECTION IS AS SHOWN
IN THE FOLLOWING DIAGRAM.
2. MOMENT REACTIONS ARE STATED IN INCH -KIPS AND ME POSITIVE IN A
COUNTERCLOCKWISE DIRECTION.
3. THE FORCE ON THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE
OPPOSITE DIRECTION TO THAT SHOWN.
REA�ONSMBASEDTION THE REQUIRED LOAD COMBINAIS THE MAXIMUM TIONS.
AND NEGATIVE
5. SEISMIC REACTIONS SHOWN ME CONSISTENT WITH THE RISE SHEAR (V)
FROM THE SPECIFIED BUNTING CODE WITHOUT ADJUSTMENT FACTORS.
6. THE WIND LOAD BRACING REACTIONS DO HOT INCLUDE EWP. EWS AND IP
REACTIONS FROM THE INTERMEDIATE FRAME. THESE REACTIONS SHOULD BE
MDEQ TO GET ME TOTAL REACTIONS FOR ME FOUNDATION DESIGN.
F-T-L-0
qj
�hr
-IBUILDER:,
". � •�-
•PRQJEOT. � S, •er
DER `DEB I
BT
N0. I
REVISION N0. 2
PRODUCT OF THE
GD 3 DS
��®ICAN
6
RD CON
K sT
DAVIS,AvLFT,
CON RETIE IN
AM.FORT
LLX+I 0#CLL,;
_
pRR
_. _
vx_ x
-
�_.
BUTLER MRNUFRC.T UR ING
LRC
; OROff EvNGIN,EERIN`-c
�PIERCE FL`
PIERCE FL
SBC 97..:
-
P,n N Y.' ..
..
_tMPH
. a
SPECIFIC DRAWING NUMBLK:
ACTION DRAWLING _
01 G' 7 . - =", o 685 0 ,
-- Doo
J
ANCIpX BOLTS /: .AWBOLTS
PROJECTED 2' PROJECTED 2
I I o jA
.i mil}
n I T
o � I
-- — - _— 1 3/4 DOOR WID1N DOOR WIDTH 1 3/4-
DETAIL A393� 12 DOOR POST (LEFT) MDETAIL A394~ 12" DOOR POST (RIGHT) �DETNL
s
.�. PROJECTION ENDWALL
7PERIUVER
Q ROOR UNEPOCKET 7'0 A307 ANCHOR
1/2- X B' % T' BOLTS PROJECTED 5'BASE PLATE (NOT BY BMC)SEE NOTE BELOW— — -I �+�
II 6'O _1 1•••'I I�: O W
0 I II I 00 .•1 I.. .. :,.1 �..:., n
m
'm 2' GROUT, NOT BY BMC
I TSC d FIXED BASE SECTION
SECTION A a WTIH POCIEI
o ao
N
1-1L/4'D A307 ANCHOR I 11
SOL15 PROJECTED 5' BASE PLATE
(NOT BY BMC) I' % 10' X 2'-0 3/8'
a
c 2 1 2' 2 1 2'
o NOTE: ADDITION POCKET
n AREA REQUIRED AT CRANE 4E FRAME
c BRACING LOCATONS (GRIDS r
/ A6, A7, D6 AND D7).
.S
E aIno DETAIL A13-2 FRAME COL AND AUXILLIARY CRANE COLUMN
a
8
0
0
PM
T T
2' I �' - —
EW POST
.coo ENDWALL POST
r C DN
JIL�ROOK
_ uNE
L
•I I'
G
1 I
'.I
•I
I'
I.
I
SECTION B I ANCHOR BOLT SECTION
�1
Jo
n Ernest Lamb
P.O. Box 1529
Laurinburg, NO 28353
Fla. PE # 27717
aS ._-.:.. ie __ •'...<*+ v_• ,.
.._. ... -a. i .. 4. { _.-
RMION W. 1 REVISION NO 2
E wTD nre
- •-
..._. .. .... _ ..
m
- - - '-
_ .. - _
PRDDUCT OF THE
�[!r/u:eLt.�i®,
B OLDER. .. •
__.... _ _.
PROJECT:« `
NG"ORDER-'DESC PROW=� -
BUItDl Po
TITLE.'' ?,. n 4
ER
RW I -
K CO_NST
AMERICAN CONCRETE IN
50X20OX31 LRDS
20j� LL .+ O#CLL
ANCHOR BOLTPE
;. -,_ �. , ,;
._-„_. -, .:-. •-.•..- _ ,_.. - >. -. ;-. ._ -_�:
-
B. U.T L":E R.,�N:A.N;U.E.ILC Tlf R I N G
C.O:HPA.NY- -_.
- -
-. ORDER"ENGI NEER1NGi
DAVIS.RICHARD
':PIERCE.i FL-.
FORT PIERCE FL
-
110-'MK, SBC �97
_
- -
1=d DETP,.r _T
_ COp
,�.,
1'-5
GRIDS I A PURUN BI
GRIDS AND 2 ONLY
$01
544188
544188 01
544191
.-. 544188 032-0
RIDGE
3112
20
12
UNIT-ERAMt. ELEVATION AT GRIDS 1.2. 2. 3. 4 AND 5
T1/16-
CRWE BRACKET
GRID 1.2
PART SCHEDULE
T-T
101
PART NUMBER
L7J542
PART LENGTH
30'-6 1/ 16'
FIELD .
WORK
PART NAVE
EXTERIOR COW MN
102
ROOF BFAu
L73544
23'-3 1/4-
1041
CRANE COLUMN
I GF4562
1 21'-0 13/16-
1061
EXTERIOR COLUMN
I L73543
I 30-6 1 16-
BOLTED CONNECTION SCHEDULE
0
OUAMIIY
BOLT NO.
DESCRIPRON
NUT NO.
DETAIL
A
I Oe
I 0972B2
I 5/BK2-1/4 BOLT AJ25T
1 095233
FLANGE BRACE SCHEDULE
Q
PART N0.
FROM/LEFT
PART N0.
REAR/RICH
DIM. _r
DETAIL
FIELD
WORK
2011
5451M
1
1 10•
C340
2021
545102
1
1 V-10 1/2•
1 C346
IMPORTANT ERECTION NOTE
DIRECTIONAL
4RK
Etn
ROOF BEAMS NARKED WITH ® COULD BE REVERSED DURING
ERECTION. ROOF BEAMS MUST BE ERECTED AS SHORN WITH
DIRECTIONAL MARK ON TOP TOWURDS LOW FAVE OF BUILDING.
Joh Ernest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE 11 27717
0
$�.•" ^
A
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ENG NEO
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00
0
TOP / OUTSIDE
RANGE
G
c WEB
THICKNESS
a
BOTTOM / INSIDE
FLANGE
FRAME DESIGN INFORMATION'
PART DESCRIPTION
TOP FLANGE = B• X .375•
L73542
L73543 BOTTOM FLANGE - B• X .375"
EXTERIOR WEB THICKNESS - .188"
COLUMN
PART DEPTH = 20"
TOP FLANGE 6" X .250'
L73544 BOTTOM FLANGE - 6• X .24D"
ROOF
BEAM WEB THICKNESS - .140•
PART DEPTH = 2D•
TOP FLANGE - 7• X .250•
L73564
EW BOTTOM FLANGE - 7• X .250"
INTERN WEB THICKNESS .120"
POST PART DEPTH 12•
MILL SECTION WS X 26
GF4562 GF4562 FLANGE - 5.77• X .44•
CRANE WEB THICKNESS .260'
COLUMN
PART DEPTH 10.33•
MILL SECTION - WB X 15
CF4564 FLANGE - 4.015' s .315•
C TIUNE WEB THICKNESS = .245•
BRACE FIANCE RACE
f9EE B
FIELD BEND
FOR ARA[HNENT DEHOLE
� M-OICIRTT- 'AS-SHOIRN:—
i GIRT
o - 04
(F(LANGE BRACE
COLUMN FIELD BEND
DIMENSION Y FOR ATTACHMENT
USE (H.B2)DL1/2• X 1 )1/4"
9-1/2 ORG12 C-GIRTS 1/22• HEX? NO (0950 2) 8 Z-GIRTS 2 PURLINS
SINGLE FLAINGE BRACE CONNECTION
DETAIL C340 USE SECOND HOLE AT SW OR EW GIRT CONNECRON —DETAIL C346 I
CRANE TIE
CRANE )
FRAME COLUMN, /TI I I
1p• COLUMN
USE 18 ) 1/2• X 2" A325T
H-STRENGTH BOLT (097280) &
1/2" HFAW HEX. NO (095230)
DETAIL CRT CRANE TIE CONNECT
CRANE COLUMN TO FRAME
CRANE COLUMN
n.. USE ((92) 1/2" X 1 1/4•
HEX.EX. N2
/2• HDNO 095085 )
ROOF B
AJ25T2� XENGTH A326i HIESiRNGTH X 2 ROOF BEAM
BOLT (0972801 AND �B/O2LT 09T2Bp) ANO
L 00952 0)E%' NUT (095230)EX. j
L d
CUP (543354)
cupxtl
A 0
John nest Lamb
-
Box 1529
Laurinburg, NC 28353
Fla. PE # 27717
N NO. 1
.
REVISION N0. 2
-..
-urva r-, p�r9:/•`.. ...
o,,W—pn<.....
PRODUCT OF THE
rBURDEK:e. ..rvn � e 9_:-'. '.
rnww.. ..._ -
•- • �` -
.. ..
N.IE
--
5OX20OX31 LRDS
CROSS SECTION
� ®
DAVIS.RICHARD K CONST
AMERICAN CONCRETE IN
20# LL + O#CLL
ERECTION DRAWING
-
�
BUTLER MANUFA,CT URING
C O HP fl N Y -_'
"ORDER' ENGINEERING
Fr.. PIERCE FL -
-
:FORT .PIERCE -FL =
T10'=MPH SBC. 97
DETAIL SHEET--'.
.. •_ - ,•_
0(u[ x
._ _
-
_
neucem nrrvre vnuelle 11TY. 'MISSOURI
_- SYSTEM...
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.L
fON ENG:
C OI DATE: 02/DI/01
IER: I REV
68570-02C,[ 0_
'
ROD
DIA.
NUT
A
1/2•
095032
M5133
5/8-
W5231
W5298
-314_
09523
95284
7/8-
M5237
095264
R
C
ROD I CLEVIS
DIA. ASSY.
Dun_a�
CLEVIS PIN
PIN
DEFAIL BOOIu TYPICAL BEVEL WASHER CONN. DFAIL BOD2 TYPICAL CLEVIS CONNECTION
NOTE: REFER TO SPECIFIC ROOF
ROOF BUILDING BRACING NOTE, BEAM BACK
BACK PLATE BFA4 DRAWING FOR BRACE
(543]74) Q ROD REQUIREMENTS. REFER TO SPECIFIC
BNIUING BRACING
DRAWING MR BRACE
ROD REQUIREMENTS.
�j FOR
�5I FOR
CONNECTION CONNECTION
SEE DEAL y
SE[ DUAL
FB- -
8002 Y'.)
03 - C —7� ai
`•*„�' e ^ �RDOT ROD ROOF RODJ s ' ae�1-
/ T CLIP (RO]366) CUP (OM&L) ] \
/51/DEWALL ROD SNEWSE (AL)L ROD
HSE EI)NGTH BDLT (097285))25AND HIUSTRENGPi BOLT 1I097281 AND
7/6• HEAW HEX. NUi (095237) 7/9- HEAW MIX. fi0 (09�237)
Q Q
Y E � iP.WE � NuuE
a
o-
I I
L0,
Q Q
I I
8001 BOOt
UNIT 1 ROOF BRACING
0
REVISIONN0. 1 - REVISION N0. 2 PRODUCT OF THE Y
nTc ua CJN�QR ��
BUT L E:R MAN-U FR C T URING
gg"
C 0 M P. R N Y T OROER EK
SYSTEM ENGINEING
i
STRUT
HiESTIiENGTH BOLT (6915AND
7284
1/4• HEAW HEX. NO (095 J5)
TYPICAL BOX STRUT CONNECTION
BEAM NOTE: REFER TO SPECIM
ROOF—
BUILDING BRACING
R REOUWEMEMSE
> (51336]) Y
PART SCHEDULE
[ ]
OTY
PART NAME
PART NUMBER
PART LENGTH
WORN
300
6
BOX 5TRUT.U10
054407. 229-6
19'-1 ] 4
BRACE ROD SCHEDULE-_ -
Q
OW PART NUMBER
DESCRIPTION
THREAD
TURNBUCKLE,
301
6 544063 174-0
544053 240-0
1-1/4 RH-U4 OR ROD
1 1/4- BRACE ROD
RH-LH
RH-RH
OD95274
302
4 544049 279-
3/4 RH-RH OR ROp
RH-RH
NOTES
YELLOW THREAD PROTECTORS INDICATE 3/4• BRACE RODS
FOR CLEVIS
CONNECTION -
SEE DETA
B002
�s
ROOT R00
-CUP (543366) L�1{11p1`
)� SIDEWALL ROD
• X 2 1 4• M225T � I - •
BOLT (0(
9095)23µD
HNr .
CONNECTION
-LOW SLOPE RwCE
John trnest Lamb
P.O. BOX 1529
Laurinburg, NC 28353
Fla. PE # 27717
"
,V,
B00] � � 8002 BWE � V B00]
RUME ` FRWE fP-WE ` iWIIC
201-0- 20•-D•
7 6 6 7
8 9
UNIT
1 SIDEWALL BRACING
AT GRID A
UNIT 1 SIDEWALL BRACING
AT GRID D
it ►`ILA
..e
;PRQIECT:' "s•'-='Va'>^-"'
' BUILDING; ORDER; DESCRIPTION:s
aDRAWNFTRLE•':..= ...
DRYI:.FSGVtLEfOtiti:!i-
ENG,;- _-
SOX20OX31 LRDS
CHK: D
O+TE: 02/06/01
DRAWING UMBER
'
REV.
LARD K,CONST
- AMERICAN CONCRETE IN
20Q LL +. O#CLL
_ WIND BRACING
ERCE s FL'-
FORT --PIERCE FL _
i 110 ,MPH SBC 97
'-DRAN/ING . W/' DETAILS--,- -
D00`-068570-03
00;
Q 4 4
MICH
iue �406 in4 .o. n:4 .a.
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ase 07 nm rQ23 nw CQ23 nm fQ2j nm 402 nm
I
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FIN 49r i1m 2 nos rtw
wT rlm Milm 402 nm p2 ilw 402 rlm
1 aye I I I I I
1 r2m Q73 nm EQ23
rl0s b2 nos 402 r105 402 r105
1 i:se 402� noe "402 1 nm 4023 nw CM nm b2 nm
I I I I Q2 �Y--�II I
b2 I nm nw
aye 40T nm 40$ W] nw nm
1
1
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UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN
. s
John Er'lIthst Lamb
e L
1529rg, NC 28353
# 27717
c ' REVISION NO, 1 REVISION N0. 2 o-..-s-.,.:r... - .. • ..:-':r xa.. .-...I BUILDER PROJECT:
PROOUC7 OF 7HE
oa -Jill
•� �,,,, ,,,LlTJ�1=aL[A�m DAVIs RICHARD K CONST AMERICAN CONCRETE IN
BUTLER' MANUFACTURING
-AGO M. P-RN Yi*_'. ' OROER'ENGINEERING _ FT PIERCE+'FL _;y =FORT PIERCCE ,FL- '
f aO�eA cr.ccef YtFvT"q-K11NSAS CITY. MISSOURI - SYSTEMS, _ -
5OX2OOX31 LRDS
2O# LL + O#CLL
110 MPH SBC `97
_ PART SCHEDULE
I I
Ott
PANT NAME
PART NIJUSER
I PART LENGTH
=K Q
402
40
PUN Gi PU B%.060
OSSm29 2N-4
21 -11 142
104j
4
1 LSES P D9 e X .e
0340499 239-4
19 -11 14 2
406
I
LSE6 P e K .w
JoRD4W 239 41
14 2
Q7
12
PUN G1 Pi e x .067
05 59 253-4
21 -11 1 2
PURLIN BRACE LOCATION SCHEDULE
BETWEEN
GRIDS
LOCATION
DETNL
BRACE
SECTION
DIM. "B'
RIDGE,
BRACE'
TOP
BOTTOM
1 AND 2
F[16
(2) B
-0-
4'-4 1/2'
(2) 0544141
2 AND 3
F145
(2) B
-D-
4'-4 1/2"
(2) 0544141
3 AND-4—
F146
(2) 9
-0-
V-4 1/2"
(2) 0544141
4 AND 5
F146
(2) B
-D-
V-4 1/2"
(2) 0544141
5 AND 6
F146
(2) B
-0-
4'-4 1/2'
(2) 0544141
FIELD WORK SCHEDULE
.
I DEINL
I F1EW WORK DIMENSIONS
1
X111
A- V-B 3/4" 1 B
STANDARD NDTES:
R50002 REFER TO DRAWINGS MG-OM70-02A• MO-066570-DZB AND
8
-1080945 FOR PURUN BRACE PART NUMBERS AND TYPICAL INSTALUTION FOR
SLOPE LESS THAN OR EOUAL TO 0.75:12.
RSOD08 REFER TO DETAIL F 62 FOR RIDGE PURLIN BRACE CONNECTION.
ROOF
SECONDARY STRUCTURAL
_ FRAMING PLAN
M
iB
USE f21 5/B' K I ((1/2' A3)2)5T
pEgM I i
RD I �E
Ip)
sja REAWHHE%TNUT9(095233)D
1
•• _
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�Ij�7I
I •
—VE-STRUT—
LIP
E
BRY
Nit
-
RADIUS@
CONONUDUS i
e
EAVE
6 au
p THICKNESS
THICKNESS
PURMN A
PURUN
I
PURLIN
LAVE STRUT I /
C — SECTION DESIGN INFORMATION
PART
DEPTH
FLANGE
UP
I THICKNESS
1
RADIUS
EAVE SIRUT 540499
8-
3 1/2'
ji 1 3/8'
1 .096'
5/16'
GE
Cio
RADIUS
THICKNESS
Z — SECTION DESIGN INFORMATION
PART
DEPTH
FIANCE I LIP
THICKNESS I RADIUS
PURUN / GIRT 530629
B-
2 5/8' 1 3/4'
1 .06D 1/4-
PURUN / GIRT 530869
8-
2 5/8' 1 3/4'
1 .067' 1 1/4-
HI ESTRF?NDTH BOLT 1M2' A135AND
7
5/8' HOW HEX. N T (095133)
ROOT ROOF
B
1
USE ((6) 1 2 % 2' 15E 11((6 1$/�I' X 2' _ _ _ K1 RTIGBEAM ORE B�F BEAM
f3f25T H))I- ENO H BOLT COHIINUOUS (0972B4) AND 0REI/Z BOLT __ _— CONTINUOUS
COLUMN
NEAW HE%. NUT PURLIN HEAW HEX. NUT PURUN
(D95230) (095230)
CONTINUOUS SPAN PURLIN CONNECTION °"`^' " CONTINUOUS SPAN PURUN CONNECTION °""' "`" SAVE STRUT CONNECTION TO INTERM. FRAME � ~~� 128 SAVE STRUT CONN. TO INT. FRAME ENDWALL
DETAIL F105e INTERYEDYTE LOCATION STHUI [ONN - 8' PURUN ^DETAIL FIGS END BAY LOT. STRUT CONNECTION - B PURUN ~DETAIL F724 DETAIL F728
USE fl) S/8' % 1 1/2' A325T
HI-S NG BOLT ( 7281 ANDPURI-I�I
tT 5/8- HFAW HEX. NUT (095�33)
_- I DIIYENSION 'B' (MR)NN BRACE
DIMENSION B. t
r EAVE STRUT Y
CLIP
(543029)
ROOF
FF1521 F152 1; / IRDOF BEAM
t/ USE 4 1 2' % 2' A]25T
HI- BOLT ((097280)) AND
1/2' HOW HEIL NUf (W5230)
PURLIN BRACE LAYOUT _—... __ PURUN BRACE e„ EAVE STRUT CONN. TO INTERMEDIATE FRAME DnAn F25a PURLIN CONNECTION TO ENDWALL ROOF BEAM
EAVE STRUT LENGTH EAVE STRUT LENGTH
USE (4) 1/2- % 1-1/4-
HEX. BOLT (095085) AND
RIDGE BRACE 1/2- HEX. NUT (095032)
A55EYB Y
BUILDING STRUT SAVE TOP EAVE
RUN UPT STRUT
PU�.i..� \ � _____________________________ (�L
__ _ ____________________
11/16' DRHOLES I DR HOLES--
THIS FLANGE� 1H /16' RANGE �• .A. 1
` NOTES: NOTES:
1, ADD 11/16' D0L HOLES. 1. ADD 11/16- DM. HOLES AS SHOWN.
2. SEE REM WORK SCHEDULE FOR DIMENSIONS 2. SEE REM WORK SCHEDULE FOR DIYENSK%15.
�ncrnn F�a� � RIDGE CHANNEL CONNECTION —DETAIL ;M FIELD WORK SAVE STRUT DETAIL %134• FIELD WORK CAVE STRUT
John Ernest 'Lamb
P.O. Box 152
Laurinburg, NC 28353
Fla. PE # 27717
tiv i
NO. 2
PRODUCT OF THE
� 50X200X31 LADS ROOF CMK. .ol PATE: 02/01/01
BUTLER MANUFACTURING �"""-�`"" m DAVIS, RICHARD K CONST AMERICAN CONCRETE IN 20# LL + 0#CLL SECONDARY STRUCTURAL DRAWING NUMBER: REV.
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97 DETAIL SHEET
71 GENERAL DFFICES-KRNSRS CITY, MISSOUR] SYSTEM IDOO-068570-04B 00
I
12
1/2F—
FOR CABLE ANGLE
INSTALLATION SEE
DRAWING 1080944-
FOR BASE ANGLE
INSTALLATION SEE
DRAWING 0104161
1._0.
cb cb
UNIT 1 FRONT EW STRUCTURAL ELEVATION AT GRID 1
PART SCHEDULE
[ ]
Ott
PMT NAME
PART NUMBER
PART LENGTH
WORK
501
24
1 GIRT PU 9.SX.060
0550295 169-2
14 -1 1 4
503
2
GIRT P 9.5 % .096
0550]22 229-2
19 -1 1
514
2
1 MDR HEADER 121N
0580388 215-4
17
516
4
1 DOOR POST .122X12
05B0609 294-4
24 -6 1 2
D006
517
2
2 CENTER HEADER
OGF4574
19 -0 5 B
NO.
6�FP,QI Q
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KRNSIS CITY, MISSOURI
FOR CABLE ANGLE
INSTALLATION SEE
DRAWING 1080944
-1G]N L006 —0.tl5
I REI
I mlt
YI OmG
G354 G136
REF
I
301
I L]N G156 �
RFf
bl
1 LR54 L156
1 REF
FOR BASE ANGLE
INSTALLATION SEE
DRAWING 0104161
J (b ab
UNIT 1 REAR EW STRUCTURAL ELEVATION AT GRID 11
STANDARD NOTES:
WS0002 FIELD WORK FOR GABLE ANGLE ATTACHMENTS MAY BE REQUIRED DUE TO
NON-STANDARD PURUN SPACING.
WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP -IN
PLUGS (097229).
WS0010 THIS UNIT HAS AN OVERHEAD ME NOT ON
REQUIRINGDERS TOGETHER WITH (T( A DOUBLE 'C' HEADER.
WILT THE TWO Ii095085) HOLESNUTS
(095032PR D DPRN HEADERS. Y S'-OFIELOCL ERE BOLTS
9/16- DLA. HOLES AS REQUIRED.
WS0011 DIMS MUST BE INSTALLED ABOVE DOUBLE C HEADER AT STANDARD
LOCATION.
WS0014 UNPUNCHED GIRTS ARE SUPPLED AT OVERHEAD OR SLIDE DOORS.
PUNCHED WALL SYSTEMS REQUIRE THE HEM DRILLING OF THE 5/16'
PANEL ATTACHMENT HOLES IN ME GIRT FLANGE.
WSO023 1M P 0 R T A N T
REFER TO PROMO DETAIL C047 FOR PROPER GIRT ALIGNMENT.
PRODUCT
OvOFFTHE
/�V'EY/
ORDER ENGINEERING®
SYSTEM
1/2
- ,I 11 kFrnest Lamb
1'-O. Box 1529
Laurinburg, NC 28353
1— PE-# 27717
EW
• ORDER
St • 068570
3
1
b
A ORDER
068571
KEY PIAN
5OX20OX31 LRDS WALL SECONDARY -0..
DAVIS, RICHARD K CONST AMERICAN CONCRETE IN 20/ LL + O#CLL STRUCTURAL DRAWING NUMBER:
FT. PIERCE, FL FORT PIERCE, FL 110 MPH SEI 97 ELEVATION
D 00-068570-05
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'
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I
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10 b b b b b b
UNIT 1 LEFT SW STRUCTURAL ELEVATION AT GRID A
PART SCHEDULE
[ ]
Ott
PART NAME
PART NUMBER
PART LENGTH
µORK 0
502
12
1 GIRT P 9.5 X .096
0550J22 205-2
;I_ 1 1 1
504
♦B
GIRT P 9.5 X .096
DSSOJ22 229-2
9 —1 1 1-
NO. 2
b
U 1.2
John Ernest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 2771
p LW n
q II ORDER II
F I 068570
R I ORDER
O6B5]1XEI MAN
—
G
BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TILE: LD00-068-570-05A
: BOEHMER ENG:
PRODLILT OF THE : .q DATE: 02/05/01
Q 50X20OX31 LRDS WALL SECONDARY
® DAVIS. RICHARD K CONST AMERICAN CONCRETJIN 20# LL + O#CLL STRUCTURALWING NUMBER: REV.
BUTLER HRNuFAc7uRING FORT PIERCE. F110 MPH SBC 97 ELEVATION
COMPANY ORDER ENGINEERING FT. PIERCE. FL 1 00
CENERRL OFFICES-KRNSRS CITT, RIBSWRI SYSTEM
•rl
m
s4
a0254",
So:so4 W4 502
L-6- EMBEDMENT
FOR BASE ANGLE (TYPICAL)
INSTA TION SEE
DRAWING 0104161
d)
ab
b
cib
10.9\
UNIT 1
RIGHT SW STRUCTURAL
ELEVATION
AT GRID D
PART SCHEDULE
( ]
ptt
PART NAME
PART NUMBER
PART LENGTH
FIELD Q
WORK
T P 9.5 % .096
217-1
1 4
T P 9.5 X .096
029-2
19-1 1 4OR
M1518.1
HEADER 121N
01(2)
R POST .122X12
0580509 252-4
21 -0 1 2-D006
CENTER HEADER
OGF4574
19'-0 510
� 151�1
5I
John rnesr Lamb
P.O. Box 1529
Laurinburg, NG 28353 _
Fla. PE 9 27717
ORDER
A I 068570
3
` s
ICO'b'
� I
o I ORDER
8 I OM571
KEY PLkH
BUILDING ORDER DESCRIPTION: DRAWING TRIE: ORW: OEF
CHKy
n
A'(
I REVISION NO. 2 PRODUCT OF THE '
WL (9 I 50X200X31 LRDS WALL STRUCTURAL
DRAWING NUMBER: REV.
o.... sr, BUTLER N A N u F R C T u R I N G �""99 ® DAVIS, RICHARD K CONST AMERICAN CONCRETE IN 20j� ILL + O�jCLL STRUCTURAL
C 0 N P A N Y ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97 ELEVATION p 00-068570-05B 00
cx[cxm en f.FNERAL OFFICES-KRNSflS CITY, 4I SSOURI SYSTEM
_ FIELD LOCATE 9,IM DA
e ELD-LnOCATE Fc -.. 6 I HOLES IN DOOR HOST ,
IaLIA
FLANGE
LIP
RADIUS
THICKNESS
C - SECTION DESIGN INFORMATION
PART -DEPTH I iUNGE 'UP THICKNESS
GE
RADIUS
RAN
IIAARII�I�\��A\'' G,D
oTHICKNESS
Z - SECTION DESIGN INFORMATION
PART DEPTH AN FLGE UP THICKNESS RADIUS
I
CUP (5110132)
THI HD DOLT (096636 AND
♦ THIN
1/2' HEX. NUT (0950J i
wIDTn `CUPIII\III/2./JL\
(5 ]025)
USE (4 1/2' % 1 1/4'
HEX LT (0950B5 AND
1/2' HEX. NUT (09S032) �r� �•y `DOOR POST
DETAIL DOC;' DOOR POST TO DOUBLE -C- HEADER mDETAIL D006 DOOR HEADER TO DOOR POST
SIDEWALL COLUMN
OR ENDWML POST SIDEWALL CUP (543164)
a COLUMN OR LEG DOWN
CUP (543164 CUP (54]164) o ENDWALL POST "T
LEG DOWN LEG DOWN u 1 GIRT
GIRT O d 1
GIRT w O _ _________
K I
o ,
FRAME
t FRAME ()
ME (B6)DL1/�2p'9% 1 1/4- USSE(. 90LT/2' X I51 /AND
1/2A HE]LT NIIES(0 VD 1/2- HEX. O (M 32)
nDV%DOUBLE GIRT TO COLUMN CONNECTION DETAIL C007
L G006~ p SINGLE GIRT TO COLUMN CONNECTION
USE 6 I/2' % 1 1/4' 1 USE F41 1/2- % 1 1/4-
SIDEWALL HEX. ((&TI l2' X 15 4' SIDEWALL E HE%. 90LT 095005)) AND
1/2' HEX. INUI (0932) I 1/2' HEX. SCAT (0950J2)
SIOEWAU. GIRT
Ne+oF CLIP (34JI.-) 1
LE. DOWN
CUP (543345) CUP (543345)
LEG DOWN LEG DOWN
ENOWAN GIRT I ENOWALL GIRT
(FIELD OTC M FOR (FIELD OTC. FOR
CONNECTION TO CUP) CONNECTION TO CLIP)
• I • _ __________
N
N I J I
• 4 i 3 • 4 i 3
.+1 W I •+I W I
12' DOOR
DOUBLE dy
HEADER 4 �
FIELD LOCATE'J
OW HOLES IN WEB
4..'
CUP (543317)
SE (�1 1/2'HIBOLT 097205 AND1/2- HEAW HEX.N TID95 )!1)
DETAL D011W
DOUBLE C HEADER TD COLUMN OR PO!
ONE HEAEER CONNECTION
TOP
MEMBER
F
I11j'�+l
!
GIRT
I
FLUSH TO
A
I�
II 1/4'
a
4�OUT
4
BASE
ARGUE
A
LEILDG.
L
MOTH
OR LENGTH
CORRECT AUGNMENT
MIS -ALIGNMENT
(AVOID THESE CONDITIONS)
....... .......
SECONDARY STRUCTURAL AUGNMENT
1 REVISION NO. 2 PRODUCT OF THE --
QR9p[,t Q(� �/� 50X200X31 LRDS
BUTLER MANUFACTURING �" N"'�L'-'�� ® DAVIS. RICHARD K CONST AMERICAN CONCRETE IN 20$ LL + O#CLL
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97
..D CENERRL CFFICES-KRNSAS CITY. MISSIX l SYSTEM
THIN H4g, lOOLT (096636)
AND 1,,2' HEX. HUT
(0950 2)
A
I`
NOT /BY HUTS
ONE)
DOOR POST
SIDEWALL COLUMN
OR ENDWALL POST
IN OR C SECMN)
CUP (543164) j
LEG DOWN
3
SIDEWALL w
GIRT ¢o
i
GIRT CHANNEL (543242) l
FIELD WORK AS REOUIRED 1 FRAME
AND INSTALL WITH PANEL 4
FASTENERS.USE r HEX. J l HEX. �9F D(Ki AND
John Ernest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 41 r i f I
JJPVII
WALL SECONDARY `"
STRUCTURAL ELEVATION DRAWING NUMBER: RLY.
DETAIL SHEET D OO-068570-05C I 00
RT (BMCj
0685]t)
18'-0' X 24'-0-
OVERHEAD DOOR
15'-0' 2D'-O' 15'-0'
50'-0'
(D
lJ
FRONT ENDWALL
PANELING
ELEVATION
AT GRID 1
WIN
REAR ENDWALL PANELING ELEVATION AT GRID 11
WALL PANEL SCHEDULE
ID
PAK
NUMBER
EXI.
UFF. 1,UFF.
IM.
LENGTH
DESCRIPTION
00
0027095
106
088-5
BAR NOR SO BIRCH WH
00
D027095
106
091-5
BRII HDR SO BIRCH WH
00
0027162
106
368-4
BRII SO BIRCH WH
NOOf
W27162
105
371-4
BRII SO BIRCH WH
00
0027162
106
3]4-4
BRII SO BIRCH WH
0- INDICATES WALL PANEL TO BE HELD WORKED BY BUILDER AS REQUIRED.
NOTFS.
INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219
TBall
OR% ALLFPANEL-T SCREW) FASTENERS ARE 097364 (1/4 X 3/4 T-30
DRILLINBRIT WALL PANEL-TO-STRUCTURA TOP/BASE FASTENERS ARE 097361
(11/32 X 7/8 T-45 FORK SCRUBOLT).
FOR GENERAI RRII WALL PM INFO REFER TO THE FOLLOWING DWGS'
104217 - GENERAL PANELING INFORMATION
105017 - INSULATION AT TOP OF WALL-SIDEWALL
105018 - INSUUMM AT TOP OF WALL-ENDWALL
20854 - WALL PANEL LENGTH CALCULATIONS
80873 - GENERAL INSTALLATION FORK FASTENERS
THE DIRECTION OF ERECTION FOR BUILERIB II WALL PANEL IS LEFT -TO -RICK.
IMPORTANT APPEARANCE REM
HEW 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.
BRII WALL PANEL -TO -GIRT FASTENERS ARE 097361 (11/32 X 7/8 T-45
TOR% SCRUBOLT).
UNPUNCHED DOOR SIDE GIRTS REQUIRE HELD DRILLED 5/16- HOLES.
JohAJErnest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 27717
+I
1
REV6Xkl N0. 2
R
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KRNSRS CITY, MISSOURI
PRODUCT Of THE
��o
ORDER ENGINEERING
SYSTEM
BUILDER:
PROJECT:
BLAMING ORDER DESCRIPTION:
DRAWING 1RLE:
Mxn: raaxtuvx
cxs
DAVIS, RICHARD K CONST
FT. PIERCE, FL
AMERICAN CONCRETE IN
FORT PIERCE, FL
50X20OX31 LRDS
20# LL + 0#CLL
110 MPH SEIC 97
PANELING
END ELEVATIONS
ELEVATIONS
AT GRIDS 1 AND 11
CHX: A o
DATE: 02/07/01
nro
DRAWING NUMBER:
00-068570-06
REV.
00
�=DM
RIGHT SIDEWALL PANELING ELEVATION AT GRID D
B
n
WALL PANEL SCHEDULE
N
PART
NUMBER
EM.
SUFF.
IM.
SUFi.
LENGTH
DESCRIPTION
00
0027095
106
III-}
BRIT HDR SO BIRCH WH
W
OD21162
106
1
1 BIRCH WH
I
I
I
1
I
1
I
I
i
i
I
I
20'-0" TYP FRAME 20'-0"
20'-0" 20'-0" 20'-0'
20'-0" 20'-0" 20'-0"
20'-0" 20'-0'
200'-0"
,o U U U
C�)
(V
(U
LEFT SIDEWALL
PANELING
ELEVATION AT
GRID A
V l2J
`o
�E
�F
.q -
i
John Ernest Lamb
P.O.
Box 1529
Laurinburg, NC 28353
Fla.
PE # 27717
PRODUCT DF THE
�
--
50X200X37 LRDS
SIDEWALL PANELING
cnN: z /a 0
DATE: 02/07/o1
BUTLER MRNUFRCTURING
-E!NEE ®
DAVIS. RICHARD K CONST
AMERICAN CONCRETE IN
20# LL + O#CLL
ELEVATIONS
DRAWING NUMBER:
REV.
COMPANY
ORDER ENGINEERING
FT. PIERCE. FL
FORT PIERCE, FL
110 MPH SBC 97
AT GRIDS A AND D
D 00-068570-06A
1 00
GENERAL OFFICES-KRNSRS CITY. MISSOURI
SYSTEM
J
J
Q
z
Ld
z
O
Of
Li
Cp
tLo.�
1
M
I
U235
M�1
ROOF PANEL LAYOUT
ROOF PANEL SCHEDULE
PART
NUMBER
SUFF.
LENGTH
DESCRIPTION
HOLE TO HOLE
SBOID5
643
430-1
MR24 SPLICE PANEL ALZN
35--0 3/B-
56DI05
643
490-1
MR24 SPLICE PANEL ALZN
40'-0 13/32-
[D4
560117
643
302-4
MR24 FAVE PANEL ALZN
23--10 23/32-
560115
643
418-7
MR24 EAVE PANEL ALZN
33'-10 27/32'
560118
643
478-7
MR24 EAVE PANEL ALZN
38'-10 7/B-
560157
645
MR24 RIDGE COVER
560173
MR24 RIDGE END COVER
'i
Si
ry
John Ernest Lamb
P.O. Box 1529
Laurinburg, NC 28353
Fla. PE # 27717
L ROOF INDEX DRAWING 1081111 FOR ADDITIONAL
. REOUIREMENTS.
iG 1080876 AND/OR IM0877 WHEN FIELD WORK IS
RIABLE-WIDTH ROOF PANELS.
ITECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH
:LEAN IF NECESSARY.
BOLTS HAVE BEEN FURNISHED IN PUCE OF PANEL
1 L CORRUGATIONS FALL AT END OF BAYS WITH PURUNS
GN.
:NERS
....................
USE SCRUBOLT 097196 (GREEN 3/B K 1) FOR PANEL CLIP-TO-PURUN
CONNECTIONS.
RPOO54 DIRECTION
FERE MR-24 PANELS ON LEFT SLOPE IS FROM
To BEAR OfRSURFACE.
RPOO55 DI IRTION OF ON OF ROOfnON SURFAFOR CE.
PANELS ON RICK SLOPE IS REAR
RPOO59 RIDGE IIDGEH TOVER IS FURNI
AS SHED REOUIIN 20- LENGTHS. FIELD CUT THE
D.
RPOO62 ROOF PANELS MUST BE ATTACHED TO ALL ROOF STRUCTURALS TO INSURE
THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURUNS
ADDED FOR SPECIFIC LOADING CONDITIONS, ETC.
ENOUGH R HAVE BEEN FURNISHED FOR ALL ROOFS S RUCIF MR-24/CMR-24)
TURALSCUPS �
RP0073 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 000001). THIS MAY NOT BE TRUE FOR CUSTOM
PANEL CONDITIONS.
N0. 1NREMSION NO. 2 PRODUCT OF THE�SOX200X31 LRDS
BUTLER HRNUFRCTURING �""`-'"""® DAVIS, RICHARD K CONST AMERICAN CONCRETE IN 20/f LL + Oj{CLL
COMPRNY ORDER ENGINEERING F r. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 97
GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM
v' L
ROOF PANEL DRAWING NUMBER: I REV.
DRAWING
p 00-068570-07 00
- r... ....
K-�Y. <.:. �.
v..,...-�r:".-•...« ., ...s: a,s r-.,.:-z._ w,,.�:. -,,.,. .w.,-..,�k_
s, «:�x�,..•...s,.,,.a.,,...-. +.. a a
_
_
.
- s¢ DRdnNcs mim & 1a]f1 curTfR �
- ,.. .. -
FOR GUTTER MTAL TION SUPPORT
MR-24 ROOF
PANEL
MR-24
ROOF PANEL
6G;UPPORT TAB (6JOW1)
. ..
"
-
PANEL STRAY (560W1)..
- -
EN0WA11 iRN
1//t'FJ' HEK BOLT
695356) W/NUT f095062)
AT CORR. CLOSURES
,
--ENOWALL TRIM
SFEOWG. i08�i18])
_
SEE DWG. lOeJ00 ]
CLOSURE (560J48) MR-24
ROOF
•
WNL AOWfER
AWFER
(EJOJ12
(WALL
TEE ]12 108,16]
f
.
108118)
( 609 6 CLOSURE
(S(AVE
I, EE
GREEN WASHER IS3
TORK T-30
TDRX T-JD
10))
SE1F-DRWNG SCREW
SELF-MLLWG SCREW
LOCK-RNEI
.
(0973" (2--U' O.C.) PURMN OR
PURLDI OR I09]581) (2'-0. O.CJ
09658J)
�LD
PAVE STRUT
PAVE STRUT
WAS1�
CLOSURE
WALL CLOSURE
GUfiER
(WALL
(i1D411 105088
SSEEEE
GK STRUT
SEE DwG. 105098
TORX T-JO
SELF-DRILU SCREW
--
BURERIB 0 PANE
BU LERTEI 9 PANEL
(09]J64) (2'-0' O.C.) '
ENOWALL
BURLFRI6 11 PANEL SIDEWALL
ENOWALL
SLOPE RANGE 1 1:12 1HRU 1:12
DETAIL K395
GABLE TRIM LEFT�WITH MR-24 ROOF
�� ,o ,�_...el
DETAIL N396
GABLE TRIM RIGHT WITH MR-24 ROOF
AIMFace 11 W 11 own IFFACIIRF le.ulfl
DETAIL M235
GUTTER W/WTHR. SEAL W/MR-24 ROOF
e
i;
e
�,lol
t`1
8
John Ernest Lamb
P.O. Box 1529
0
0
Laurinburg, NC 28353
Fla. PE # 27717
r �•o
REVISION W. 1 REVISION W. 2
PROJECT: BNIDING ORDER DESCRIPTION:
DRAWING 71RE:
DRW: MWBOEHMER FHC:
$
PRODUCT DF THE
CHK: 0 DATE: 02/01/01
.
E
uro IM2
_
�'-"-"'-�`-'-^�
5OX2OOX31 LRDS
EDAS�T.RICJAMERICAN CONCRETE IN 2Oj� LL + O//CLL
EDGE OF ROOF
DRAWING NUMBER: REV.00NPflNY
oAA.N FY. IWMI Fn
BUTLER MANUFACTURING ®HARD
K CONST
FORT PIERCE, FL 110 MPH SBC 97
DETAIL SHEET
ORDER ENGINEERINGIERCE,
FL
DOO-068570—O7A 00
G(MXP Bf. ota®Im
GENERAL OFFICES-K1INSAS CITY. NISSOIlR1 SYSTEM
•
1
O
�
—ff- 10 10.9 11
•--P
Q
Q
Q
Q
6
EW
EW
W
- xa0•-D•
1
0
0
2
u
ri
I
I I
I I
I
—CBD2601BOI _ — I — —BD1 Boll ED,801
3 CR{ CRI
I I I I I I I
I I I I I I I
25 TON
CE
SEE NOTE 2
I I I I I I I
I
I I I I I I I
3 CRI BO1 CRI SO1 CRI BD1 CRI I CRI I CRI CRI
_cBOO 1011 LB013BE
I
!-7T/J Z 7 7777-27YT/7 i7�i% 7TTl/77777777�7/7-/77777777/79—=W_?/i7z %i — — — — —
j
PART SCHEDULE
I]
Ow
PMT NAME
PART NUMBER
PANT IENGTH
M9RK Q
B00
2
END CRANE OEW
GF4556
15-11 J
B01
16
INTERN CPMIE BEA4
GR56]
19-11 1 2
B03
2
END CRAVE 11W
GFIS]2
'O -11 J I
BOS
1
2 BRACE MGLE - LONG
GFISBB
2x'-5"
801
B
2 BRACE MGIE - SHORT
CF4559
I13'-6 J B
NOTES
1. FOR CAME COLUMN PMT CODES MD CONNECRON
D00-066570-0x ANO 000-O6B570-028.
2. CRANES ME TO BE SEPEWTED W AT IFAST ONE ( PAY (2W-Oj AT ANY ONEN NML
NOTE 1 3. - SYMBOL REPRESEMS CRME BRACING UOu1
I
I�IJ�
25 TON TOP RUNNING CRANE INFORMATION
10 TON TOP RUNNING CRANE INFORMATION
CRANE Fu
/
GGE OfRANE
CBIDM
p WE Of/
CCIWN
COLUMN
D
A CAME CMACM
35 TONS
A CMNE CM=FY
ID TONS
C
D.
C. Mt. "EEL LEAD (NO
NPACT) 33.2C0 IBS.
a. SER.ICE CLISSIi1u1gH
C. MM. WHEEL La (NO WPKT)
0. WHEEL SMGING
15.100 LBS.
7'-6" (FEET & IN(H)
D. WHEEL SMLWG
9'-0" (FEET M MCH)
16,000 IBS.
E.CPAVE No WDGM
16,6C0 1B5.
L CAME No WBGM
F. TROLLEY WETGM
5.10D M.
F. 1ROLLM WEICM
J.&DO LBS.
G. E VOC OR WND-GEARED
BRIDGE
G. CRC LECTOR HMO-GEWE
H. PIOR flB-OPED
MIKEH.
PENDANT OR CAB-OPEMTED
A RAL SRE
60 1B5./YD.
32'-B" (&l t INCH)
J. RNL SZE
K. TOP OF RNL HEIGHT
M LDS./F
22'-5" (HEFT t DKN)
K. TOP OF RNL INDENT
L VERBCLL C1_UMMCE MO,E
RM. S'-9" (no H MEN)
L WRTIGL CLF.WANCE ABOh
RNL V-9" (FEET t INCH)
UL HOR20NTAL CIFMMCE
OF COLUMN
( OF MA TO
W-10" (FEET & INC-)
M. MMZOW& CLEARANCE
FACE OF COLUMN
% Of RM. 10
0'-1D' (FEET & INCH)
FILE
N '( TO Q OF CRANE RNL
4I'-10" (FEET t INCH)
N. ( TO G, OF CAME AM
11'-10" (FEET & MCH)
P. W. OF CRANES PFA IbLE
2 (SEPEMTED 20'-0-)
P. W. a CRANES PER ARUE
2 (SEPEMTED 2W-07 `;..
0. MIN. DISTMCE BETMEEN
WHFELS
M'-O" (FEET t INCH)
Q. YN. DISIMCE BEIWEEN•WHEELS
K
OF AOVLFNT cMNES
20,-D" (iEEt h NCI)
EM
a ADYLENT CRANES
O •
WLr11 BEAM (h K9)
C12.20] CM CHANNEL (f)-50 KSI) C12.20.7 CM CHANNEL VY'W RaN
S. CRAM BUMPER HEIGHT ABOIE
(FAME
FRAME
S CAME BUMPER HDGM MOVE
Jch Ernest Lamb CAME R"'L
1'-D" (FEET t INCH)
1•-0" (FEET & MEN) CRANE RM.3D•-o"
cb
P.O. Box 1529
CRANE
BRACING AT GRIDS A AND D
Laurinburg, NC 28353
n/ft*,V`oiw
1 0l
Fla."PIERCE.FL
REVISION NO. 1
REVISION NO. 2
C0NPRN I
BUTLER MRNUFRCTURINGONEO
GENERAL OFFICES-KRNSRS CITY, MISSOIpiI
PRDOUCT OF THE50X20OX31
®
ORDERSSTEM ERING
BUIPROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: FSCARELTONENG:
DAVIAMERICAN CONCRETE IN
FORT PIERCE, FL
LRDS
20# LL + O#CLL
110 MPH SBC 97
CRANE BEAM
LAYOUT
CHK: L p
oArE:D2/05
DI
brt:
DRAWING NUMBER:
D 00— 0 68570 — 08
REV.
00
m:
ED m.
USE (2) 3/4' K 2 1/2* )LOST USE (2) 3/4- 12 1 Y A ST '
N/-SUOIcIN Mi foss) CRANE STOP 3/1S1 IN- MWS 1 MIT(n47n4�) SPLICE PLATE
CRAM[ Ro - - _ USE k) 3/: 1 2 .1/2' AIM
(GFI565) - 1FS IN BUT (0972M) •
USE (2 3/4• 12 1/2- M29 3/4• NOW ROL IAA (M52M)
3• uIN. N-sTRENGIK BUT pn&) a fYLER IXMFN AIID WYl iw1L415
CRANE RML 3/4NAW NO. MIT (0951.35)
YCER TORTEN MO UW O�'� (BOCK -TO -BACK) 4OWE ANGLE
' JZ •
(NOT BY OC) NIBRACE ANGLE-
• (BACK-TO-BACK)
`KI STRENGTH BOLT2(0 7284) hT
3/4- HEAW HEX. NUT (095235)
DETAIL CR2 HOR120NTM CRAVE STOP CONNECTION
SPACER PLATE
�(GF4573)
USE (1) 3/4- 12 1/2• KOST
N-SRtENGM BOLT ("9 ) •
3/4- H HOL NUT (095235)
DETAIL CR7 I ORACE ANGLE TO BRAZE ANGLE WTERM. CONNECTION
i o BRACE ANGLE -SHORT
M
CCUU ry oy (BACK-TO-BACK) • BRACE ANGLE -LONG
(GF45]1) �5]1) N o • (BACK-Tp-BACK)
P �oF
CRANE COLUMN
ME OOULMN I COLUMN
USE (4) 3/4• K 2 1/2- M251 I USE (4) 3/4- X 2 1/2* M25T USE (2) 3/4' X 2 1/2' A32M USE (5) 3/4' I 1 1/2' Mni
w-SpNJCM BOLT (097284) A ( HI-SIRENGRI BUT (09T254) • w-SIRENGIN BOLT (W22B4) A 4-STR GI , BOLT
,M 72M) &)
:BANE 3/1' HGW HEY NUT (D95235) CRANE 3/4' NAW HEY NUt (095235) 3/4' NAW M. KIR (0952b)
OLUMN COLUMN
DETAIL CR3 END CRANE BEAM TO CRANE COLUMN CONNECTION DETAIL CR4 INTERY CR.WE BEAM TO CRANE COLUMN CONNECTION DETAIL CRS BRACE ANGLE TO CRANE COLUMN CONNECTION DETAIL CR6 BRACE MIGLE TO BRACE ANGLE CENTER CONNECTION
o ,
o
J h� Ernest Lamb
N
0
P.O. Box 1529
0
Laurinburg, NC 28 1
Fla. .# 27717
z•Ix..
REVISION N0. 1
REVISION NO. 2
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: 2SCARLETON
ENG:
50X20OX31 LRDS
CHI'
DATE: D2/m/m
DER
PRODUCT OF THE
54m
nrz:
REV.
'� wAw e„
BUTLER N R N U F R C T U R 1 N G
�6
DAVIS, RICHARD K CONST
AMERICAN CONCRETE IN
20# LL + O#CLL
CRANE CONNECTION
SHEET
DRAWING NUMBER:
IVAH2 I.:
COMPANY
ORDER ENGINEERING
FT. PIERCE, FL
FORT PIERCE, FL
110 MPH SBC 97
DETAIL
D00-068570-08A
00
4K 9fm_
N
a[«FOR'
GENERAL OFFICES-KANSAS CITY. HISSOURI
SYSTEM