HomeMy WebLinkAboutPLANS 2KEY PLAN
THIS PROJECT HAS BEEN DESIGNED AND DETAILED BY
THE SOUTHEAST REGION
PROJECT MANAGER
CONTACT.- Earl Sanford AT: (910) 277-1122
ENGINEER
CONTACT. Jonathan Locklear AT: (910) 277-1175
LEAD TECHNICIAN
CONTACT. Javan Haney AT: (910) 277-1170
c REVISION NO. 1
0
W
a� oRAwN aY:
wCNFLKFi, gy:
SPECIFIC ERECTION 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
TITLES AND DRAWING SEQUENCE NUMBERS
THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING.
IT,
DRAWING IMF-'
AG FILE NO.: W
ROOF
GATE 02/16/83
DRAWING NUMBER:
REVISION
SECONDARY STRUCTURAL
FRAMING PLAN
D 8 �-123456-05)
02
TITLE I J
THE YEAR DURING WHICH YOUR
ORDER WAS ENTERED
THE BUTLER ORDER NUMBER
OF YOUR ORDER REVISIC
DOO-068572-00 COVE
DOO-068572-01 SPEC
DOO-068572-CIA SPEC]
DOO-068572-018 ANCH
DOO-068572-02 GROS
DOO-068572-02A CROSI
DOO-068572-02B CROS
DOO-068572-03 WIND
DOD-068572-03A WIND
DOO-068572-04 ROOF
DOO-068572-04A ROOF
DOO-068572-05 WALL
DOO-068572-a5A WALL
DOO-068572-06 WALL
DOO-068572-07 ROOF
DOO-068572-07A EDGE
DRAWING
SEQUENCE
NUMBER
BOOLTLT D I
DRAWING - SHEET 1
N DRAWING - SHEET 2
-ren euaCT - cuCcr :
tmtVNVN - ancal I
ERECTION DRAWING - SHEET 2
ERECTION DRAWING DETAIL SHEET - SHEET 3
IRAWING - SHEET 1
DETAIL SHEET - SHEET 2
Y STRUCTURAL FRAMING PLAN - SHEET 1
Y STRUCTURAL DETAIL SHEET - SHEET 2
Y STRUCTURAL ELEVATION - SHEET 1
f STRUCTURAL ELEVATION DETAIL SHEET - SHEET 2
\WING - SHEET 1
AWING - SHEET 1
DETAIL SHEET - SHEET 2
SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE
SEVERAL GENERAL ERECTION DRAWINGS CALLED "PLANOGRAPHS'.
SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF THESE
DRAWINGS.
BUILDING CODE SBC
EDITION 1997
ROOF LIVE LOAD - FRAMES
20/16/12 PSF
- PURUNS
20 PSF
Included
in Snow
ROOF SNOW LOAD - FRAMES
0 PSF IMPORTANCE FACTOR
1.00
- PURUNS
0 PSF
COLLATERAL LOAD 0 PSF
Included
WIND LOAD 110 MPH EXPOSURE (ACTOR N/A IMPORTANCE In MPHFACTOR 1.00
BUILDING USE CATEGORY I
(GENERAL USE)
PEAK ACCELERATION "Aa" _
PEAK VELOCITY ACCEL "Av" _
— 0.0___-�,__
SEISMIC HAZARD EXPOSURE GROUP _ 1
SEISMIC PERFORMANCE CATEGORY 11
SOIL PROFILE TYPE S4 (assumed
REVISION NO. 2 +C7C l @G=.? PRODUCT PF THE
wrE: j E
°FWNe BUTLER MANUFACTURING �"--
cR�KEo COMPANY ORDER ENGINEERING
GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM
FIELD WORK SUMMARY
WALL SECONDARY
FW0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWALL ROD BRACING
CONDITION.
COVER DRAWING NOTES
STANDARD NOTES:
C00001 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 SUBSITFUTIONS.
CDO011 HIGH STRENGTH BOLTING:
ALL HIGH SIRtNGIH BOLTS ARE 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 AISC "SPECIFICATION FOR STRUCTURAL
JOINTS USING ASTM A325 OR A490 BOLTS" PER SECTION 8 D (1).
A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY
THE 'TURN -OF -THE -NUT" METHOD. IT IS THE RESPONSIBILITY OF THE
ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325T
BOLT DRAWING B-1080268 (GROUP 78-052-01).
CDO013 IF THESE DRAWINGS ARE SEALED, -TH EAL APPDES ONLY TO THE
MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS
THE SEAL OF THE ENGINEER OF RECORD FOR THEENTIRE PROJECT.
CDO017 MATERIALS ASTM DESIGNATION
------------------------------------------------
STRUCT PLATE 1" k LESS A529 AND A572 FY - 55 KSI GRADE 55
STRUCT PLATE OVER 1" A529 AND A572 FY = 50 KSI GRADE 503
LIGHT GAGE/COLD FORMED EQUIV TO A607 FY = 60 KSI GRADE 610
ROOF AND WALL PANELS A653 AND A792 GRADE 50, 6 , 80
LONGITUDINALLY:
BASIC STRUCTURAL SYSTEM: BUILDING FRAME SYSTEM
SEISMIC RESISTING SYSTEM: CONCENTRICALLY BRACED FRAMES
DEFLECTION AMPLIFICATION FACTOR - Cd= 43 FOR RODS
RESPONSE MODIFICATION FACTOR - R= 5FOR RODS
(NOTE FOR LONGITUDINAL RESISTANCE FROM PORTAL FRAMES
OR WINDPOSTS SEE BELOW.)
LATERALLY:
BASIC STRUCTURAL SYSTEM: MOMENT-RESISTINGFRAMESYSTEM
SEISMIC RESISTING SYSTEM: ORDINARY MOMENT FRAMES OF STEEL
DEFLECTION AMPLIFICATION FACTOR - Cd= 4
RESPONSE MODIFICATION FACTOR - R= 4.5
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 with the information
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 o for clocumqts.
DATEY v�-a.✓
M.L. E Ineering, Inc..
Consulting Engineer
Veto Beach. Florida
ING )VISION
TN
ST.L[IC CO CQ TAN
V�`iti ED B _ pN 300
ItEVIE STBE,
DATvS AND EC1111iT10N
�LBE
OIL No INSpCT
BUILDER: LAMERICAN
ECT: BUILDING ORDER DESCRIPTION:
25' X 44' X 12' LRSS
DAVIS, RICHARD K CONST:CONCRETE IN 20# LL + 0# CLL
FT. PIERCE, FL FORTCE, FL 110 MPH SBC 1997
GENERAL USE 0.5:12
COVER DRAWING
ENG: L
DATE 01
D 00-068572-00
REV.
00
H
H
STANDARD NOTES:
A80007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE
SQUARE, LEVEL AND SMOOTH.
AB000B ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT
HAND SET ANCHOR BOLTS.
AB0010 ANCHOR BOLTS, NUTS AND WASHERS MUST BE ASIM TYPE A307.
ABOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD
ON ANCHOR BOLTS,
ABOO14 C A U T I O N
rr+rrrrrrrrrr
RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING
AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE
IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A
CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO
MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN
„�y1 _ FOUNDATION UR
ABOOIS FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT
FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED
BY FOUNDATION DESIGN ENGINEER.
AB0016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF
FOUNDATION DETAILS.
A80017 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED SAY OR SECTION.
UNIT 1 ANCHOR BOLT PLAN
John Late
Fla. PE # 27717
REVISION NO. i
REVISION NO. 2
PRODUCT OF THE
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: JELOCKLEAR I ENG: iE1.22-%1
25' X 44' X 12' LRSS
SPECIFIC
CHK: I GATE: 01/22/01
DRAWING NUMBER:
D 00-068572-01
REV.
00
BUTLER MRNUFRCTURING
COMPANY
GENERAL OFFICES-KANSAS CITY, MISSOURI
=)®
ORDER ENGINEERING
SYSTEM
DAMS, RICHARD K CONST
FT. PIERCE, FL
AMERICAN CONCRETE IN
FORT PIERCE, FL
20# LL + 0# CLL
110 MPH SBC 1997
GENERAL USE 0.5:12
ANCHOR BOLT
DRAWING
oluwd e+:
oxew/ er:
ntEncm �'
aECKM ft
a'
O
O
10' 10' MAX 10MAX
ENDWALL
/ /DLOL
SIDEWALL I I ANCHOR BOLTS I ANCHOR BOLTS
OR PROJ. 2' PROJ. 2"
ENOWALL _ _ _ _ I I _ _
EDGE OF, r AN OR BOLTS I
PROJECTED 2 1/2' I{ ENDWALL
FOUNDATION
FLOOR m N N
LINE _
r
tit.
L t
a
N YF�E
2" 1 2' 2'12'
CORNER COL CORNER COL
TIP. SECTION AT EDGE OF FOUNDATION
SECTION A411 T EDGE Deer DETAIL AS16 SIDEWALL COLUMN DETAIL A530 CORNER COLUMN AIL 1 COLUMN
John E neSi Lamb
P.O. Ec,: 1529
n
L... u. ._ uI `. 1 C _ E
RI
BUILDER: PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: JELOCKLEAR ENG.-4 • +
/ISiON NO. 1
REVISION NO. 2
PRODUCT OF TF��
°"�25
,
X 44' X 12• LRSS°P"NNHi''BUTLER
CHK: DATE: 01/22/01
DRAWING NUMBER:
REV.
RICHARD K CONST AMERICAN CONCRETE IN
20# LL + 0# CLL
ANCHOR BOLT
Ej
MflNUFACTURINGDAVIS,
C0MPANY
GENERAL OFFICES—KANSAS CITY. MISSOURI
ORDER ENGINEERING
SYSTEM
FT. PIERCE, FL FORT PIERCE, FL
110 MPH SBC 1997
GENERAL USE 0.5:12
DETAIL SHEET
D 00-068572-01 B
00
°"micm �:
9
3
4
■
I I
4
DIMENSION Y
TOP / OUTSIDE
FLANGE ROOF BEAM
OR COLUMN
0 - - - - - - - - : - - - - - - - - - - -
w �
a wEe � i
K THICIQdESS
w
PURLIN
BOTTOM / INSIDE OR GIRT
r
FLANGE FLANGE BRACE
(SEE CHART)
ND
FRAME DESIGN INFORMATION FORLATTACHMENT
PART DESCRIPTION
L66528 TOP FLANGE = 5^ X .188" PART USAGE UJ@ (2) 1/2" X 1 1/4"
144 4 BOTTOM FLANGE = 5^ X .188^ 8 OR 9-1/2 PURLINS FEY. BOLT (095085) AND
EXTERIOR 8 Z-GIFTS 1/7" AE%. NUT (095032)
COLUMN WEB THICKNESS = .160^
DETAIL C347 SINGLE FLANGE BRACE CONNECTION
PART DEPTH = 12^ UEE SECOND HOLE AT DUKE__T9 OR GIFT CONNECTION
L66530 TOP FLANGE - 5" X .188"
ROOF BOTTOM FLANGE = 5" X .188"
ROOF
BEAM WEB THICKNESS = .120"
PART DEPTH - 12"
L66532 TOP FLANGE - 5" X .188"
132-0
EXTERIOR BOTTOM FLANGE = 5" X .188^,i
COLUMN WEB THICKNESS - .160"
PART DEPTH = 12"
L66534 TOP FLANGE - 5" X .188"
I
120-0 EW BOTTOM FLANGE - 5" X .188^
OANER POS THICKNESS
PART DEPTH = 11 7/8"
L66536 TOP FLANGE = 5" X .188"
3ER 0 BOTTOM FLANGE - 5" X .188"
ROOF BEAM WEB THICKNESS = .120"
PART DEPTH 11 7/8"
L66538 TOP FLANGE - 5" X .188"
132-3 EN BOTTOM FLANGE - 5" X .188"
ORNEA POSTHES THICKNESS - .120"
PAAT DEPTH 11 7/8"
11
(
Vc n c: in -'Jx LE.lit y+
'1
PU. BOX 15529 77
n� .
La�.r.i..L.bu r„ 4�G
Fla. PE # 27717
=N0.1REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: PRANING TITLE: ➢AW: AGLEWIS ENG: PROpN[T OF THE25' X 44' X 12' LASS CROSS SECTION CHR: ; _ .oI nATE: a1/zs/a1
8UTLER MANUFACTURING ® DAVIS, RICHARD X CONST AMERICAN CONCRETE IN 20# LL + 0# CLL ERECTION DRAWING DRAFrz 'DER: �-
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORTPIERCE, FL 110 MPH SBC 1997 DETAIL SHEET
:
GENERAL OFFICES-KANSAS CITY. MISS13URI SYSTEM GENERAL USE 0.5:12 p 00-068572-02B 1 00
6!'
e'
e
24'-0"
302 701
Boot
Boot
I / \
UNIT 1 ROOF BRACING
IFi
0
0
a
- I 24'-0"
b b
UNIT 1 SIDEWALL BRACING
AT GRID B
BRACE ROD SCHEDULE
Q
PART NUMBER
DESCRIPTION
THREAD
TURNBUCKLE
301
1 544047 -312
1/2 " BRACE ROD
RH-RH
NONE
302
1 544048 -408
5/8" BRACE ROD
RH-RH
NONE
STANDARD NOTES:
WB0002 BLACK THREAD PROTECTORS INDICATE 1/2" BRACE RODS
WB0003 RED THREAD PROTECTORS INDICATE 5/8" BRACE RODS
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
a REVISION NO. 1
REVISION NO. 2
Q�j(!,Q/Q
OF THE
25' X 44' X 12' L� SS
re
are:
AMERICAN CONCRETE IN
20# LL + 0# CLL
E
DAVIS, RICHARD K CONST
BUTLER MANUFACTURIN
INEERING
FT. PIERCE, FL
FORT PIERCE, FL
110 MPH SBC 1997
awCHMKED Br:
COMPRNY
GENERAL OFFICES-KRNSHS CITY. MlSSOUEM
GENERAL USE 0.�;12
CrrBCKm B+^
DRAWING TITLE:
WIND BRACING
DRAWING
John Ernest 1_2,,�D
F.O. Sox 1529
Laurinburg,H-33
Fla. PE # 27717
DRW: RGLEWIS I ENG:
01 DATE:
p 00-068572-03
REV.
00
':
ROD
WASHERS
DIA.
NUT
A
B
C
1/2'
0950$
2
095133
095165
020821
5/8'
095231
095298
095165
020821
095235
095264
095948
020822
3
CO
I DETAIL 8001 1 TYPICAL BEVEL WASHER CONN. I
N
ii
N
AYJ uch,n Er6ast Lcu:
P.O. Box 1525
Laurircurg, NC M53
Fla. PE # 27717
u REVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPfIbN: DRAWING TIRE: DRW: fM S ENG: ,
o PRODUCT OF THE
DATE Q G? 25' X 44' X 1121 LASS cH 2• —41 DATE: 01/25/01
owwn er: ouw aMANUFACTURING® DAVIS, RICHARD K CONST AMERICAN CON7EF
N 20# LL + 0 CLL WIND BRACING oRAw9 G NUMBER: REV,
BUTLER DER ENGINEERING FT. PIERCE FL FORT PIERC110 MPH SCOMPANYDid�C 1997 DETAIL SHEET
cl+mcm BY: at_c1¢n By` GENERAL OFFICES—KANSAS CITY. MISSOURI SYSTEM GENERAL USE 0,5:12 D 00-068572-03A 00
FLANGE�
4UP
RADIUS
o THICKNESS
- SECTION DESIGN INFORMATION
;PAR,T.,
DEPTH
FLANGE
UP
THICKNESS
RADIUS
EAVE40539
1 e"
1 3 1/2"
11 1/4"
.077"
5/16"
FLANGA
r RADIUS
THICKNESS
Z - SECTION DESIGN INFORMATION
PART
DEPTH
FLANGE
UP
THICKNESS
RADIUS
PURUN / GIRT 530629
8"
2 5/B"
3/4"
.060"
1/4"
PURUN / GIRT 530870
8"
2 5/8'
11 1/8'
.082"
1 1/4"
HSESY)2ENGTH"BOLT ((10972811 AND
5/8" HEAVY HEX. NL)f (096 3)
]_ i EAVE STRUT
I EAVE
USE 2 ARL7 (007281) AND
1/2- A325T
Nh.
(D96 33)
PURUN
6" 6"
TOP OF SEE
PURUN I DETAIL
F752
II/ II`R006 BEAM OR �/ PROOF SEAM ' `VII(I VERryGAL SPLICE PURUN
COLUMN
DETAIL F124 EAVE STRUT CONN. TO INTERM. FRAME DETAIL F128 EAVE STRUT CONN. TO ENDWALL FRAME DETAIL F151 PURUN BRACE LAYOUT DETAIL F152 PURUN BRACE
1) ROW TOP - 0) ROWS BOTTOM TOP ROW
I• CONTINUOUS
CONONUOUS �
PURUN
i
, I
/
FIELD DRILL
(54`3029)
9/16" DIA
HOLE
i
ROOF B
ROOF B
,
II
j
USE (6) 1/2" X 1-1/2"
HEX. BOLT (095195) AND
1/2" HEX. NUT (095032)
FIELD DRILL
1-1/2-
USE (4) 1/2" X 1-1/2"
HEX BOLT (095195) AND
DIA.
1/Y H. NUT(095032)
HOOF
DETAIL F383
rNUOUS SPAN PURUN CONNECTION
CONTI
w, „-1— _ . 411m
DETAIL F393
PURUN CONNECTION TO EW ROOF BEAM
9 r• n
9
P.o.Box 1529
Laurinbu., NC 2:3353
Fla. FF n 27717
REVISION NO. 1
REVISION NO. 2
�J (�J j'j [ Q
OF THE
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
DRAVAN6TTR.E:
mmwwmmmm�D
JEL
GLEWIS ENO:PRODUCT
OA1E
am
•
25' X 44' X 12 LASS
ROOF
CH ,1 •0 \ DATE: 01/25/01
DRAWING UMBER:
00-068 -O A
REV.
00
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KANSAS CITY. MISSOURI
� ®
ORDER ENGINEEPING
SYSTEM
DAVIS, RICHARD K CONST
FT. PIERCE, FL
AMERICAN CONCRETE IN
FORT PIERCE, FL
20# ILL + 0# CLL
110 MPH SBC 1997
GENERAL USE 0.5:12
SECONDARY STRUCTURAL
DETAIL SHEET
-
DRAWN W:
Dw,wR e,:
DH¢�
cHcrxm ei
12
1/2r—
FOR GABLE ANGLE
INSTALLATION SEE
DRAWING 1080044
FOR BASE ANGLE
INSTALLATION SEE
DRAWING 0104161
UNIT 1 REAR EW STRUCTURAL ELEVATION AT GRID 3
s—C sot I—
to czez
1 I
v
C262 M 5013—
FOR BASE ANBr
INSTALLATION § E
DRAWING 0104161
czsz
I
(] l cb m
UNIT 1 RIGHT SW STRUCTURAL ELEVATION AT GRID B
FIELD WORK SCHEDULE
Al DETAIL FIELD WORK DIMENSIONS
1 X001 A = 5'-5 27/32" B = 17-2 11/32'
2 X001 A = 6'-6 25/32" B = 16'-3 3/32"
STANDARD NOTES:
WS0002 FIELD WORK FOR GABLE ANGLE ATTACHMENTS MAY BE REQUIRED DUE TO
NON—STANDARD PURUN SPACING.
WS0023 I M P 0 R T A NT
MitgtgittMttM
REFER TO PRONTO DETAIL G047 FOR .PROPER GIRT ALIGNMENT.
REVISION NO. 1
REVISION NO. 2
BUTLER MANUFACTURING
PRODUCT OF THE
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
f2 WING. TITLE:
DAVIS,RICHARD K CONST
AMERICAN CONCRETE IN
25' X 44' X 12' LRSS
20# LL + 0# CLL
WALL SECONDARY
STRUCTURAL
tj
C 0 M P R N Y
ORDER ENGINEERING
FT. PIERCE, FL
FORT PIERCE, FL
110 MPH SBC 1997
ELEVATION
o�cvem ar:
GENERAL OFFICES—KANSAS CITY. MISSOURI
SYST M
GENERAL USE 0.5:12
5�
1
V
John
F Q. Box 1529
Laurincurg, INC 25353
Fla. PE # 27717
DRW: RGLEWIS ENG: EZ Z.LL.
01
CHK: -61 DATE: 01/25/01
DRAWIN UMBER:
REV.
D 00-068572-05
00
FLAN
IG7_U7PF5
Z — SECTION DESIGN INFORMATION
PART
DEPTH
I FLANGE
I UP
I THICKNESS
RADIUS
GIRT 550296
9 1/2'
2 3/4"
11 1/16"
.067"
1/4•
GIRT 550322
19 1/2'
2 3/4'
11 3/16"
.096'
1/4"
I
I
FRAME
USE (61 1/(2" X 1 ))1/4'
HEX. LT AND
1/2' HEX. NUT (095032)
DETAIL G006 DOUBLE GIRT TO COLUMN CONN.
USE (41 1/(2' X 1 1/4"
HEX AND
1/2" 9HOEX. NUT (09�032)
SIDEWALL
I
I /—CUP
LEG D(0WN
DETAIL G257
I � 3
o w
w
ENDWALL GIRT
GIRT CHANNEL ((5¢¢33260
INSTALL WITH PANE6 F ERS.
SIDEWALL OR
ENDWALL GIRT
FIELD CUT
AROUND
COLUMN
FLANGE
I
1
I
i
I ,!
COLUMN
C FIT1/2' .. ---
RADIUS
GIRT CUTTING DETAIL
DETAIL G019
SIDEWALL t
10E
DETAIL G262
1/2"
'E ('SIDEWALL OR
/ ENOWALL GIRT
O
I
I ob
N
1/2' FIELD CUT n
AROUND
COLUMN
FRAME FLANGE
BOTH INSIDE AND OUTSIDE
FLANGES OF A GIRT MAY
INTERFERE WITH THE COLUMN
FLANGES. FIELD NOTCH GIRTS
AS REQUIRED.
FIELD NOTCH GIRT
LUMN FLANGES WIDER THAN 10'
USE (41 1/((2' X 1 1/4'
HEX.AND
1/2' HEY. NUTS(09� 32)
GIRT
3164)
N
INSTALL WITH PAtJEL�FA�'TENERS.
SETBACK
F
F
F
it GIRT
I I
1
FLUSH TO
+
P
I
n
it
II i/a• MAX.
DDT a
II
1
I
II BASE
ANGLE
1
II
L
i
L
BLDG. WIDTH
OR LENGTH
CORRECT ALIGNMENT
MIS -ALIGNMENT
(AVOID THESE CONDITIONS)
DETAIL G047
SECONDARY STRUCTURAL ALIGNMENT
•A•
--------------- -I
—W—
GIRf PANEL HOLES
THIS FLANGE
NOTES:
1. FIELD LOCATE 1' DIA. X 2' SLOTS AS SHOWN.
2. SEE "FIELD WORK SCHEDULE" FOR DIMENSIONS.
DETAIL X001 I FIELD SLOT SW GIRT FOR BRACE RODS
SIDEWALL .¢
I
C
DETAIL G252 i' 9
USE 11 1/2• X 1 1/4"
HEX. LT 095086 AND
1/2" HEX. UT (09 032)
//--SIDEWALL GIRT
UP (S43164)
_G DOWN
UP (543346)
_G DOwN
SW &9
6•
—w
ENDWALL GIRT
11, FIELD BEND
WWITH PANEL
John Ernest Lamb
P.C. Box 1529
Laurinburg, NC 28353
Fla. PE # 27717
REVISION NO. 1
REVISION NO. 2
Q�Q
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KRNSRS CITY. NISSOURI
PRODUCT OF THE
��
ID
ORDER SYSTEM ENGINEERING
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTIOR;
DRAWING TITLE:
DRW: R LEWIS
ENG:,jt -1-01
DAVIS, RICHARD K CONST
FT. PIERCE, FL
AMERICAN CONCRETE IN
FORT PIERCE, FL
1
25' X 44 X 12' LRSS
20# LL + 0# CLL
110 MPH SBO 1997
GENERAL USE 0,5:12
WALL SECONDARY
STRUCTURAL ELEVATION
DETAIL SHEET
CHK: 2•('UI
DATE: 01/25/01
mm
o11E:
DRAwn NUMBER:
D 00-068572-05A
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3 3 5 3 3 8 3 3 3 2 3 3 E Q
)
RIGHT SIDEWALL PANELING ELEVATION
AT GRID B
3 3 S 3 3 3 3 3I
REAR ENDWALL PANELING ELEVATION
AT GRID 3
WALL PANEL SCHEDULE
ID
PART
NUMBER
EXT.
SUFF..
INT.
OFF.
LENGTH
DESCRIPTION
W001
027090
106
142-0
BRII MT BIRCH WH
W002
027162
106
140-4
BRII SQ BIRCH WH
W003
027162
05
143-4
BRII SQ BIRCH WH
W004
027162
6
146-4
BRII SQ BIRCH WH
W005
027162
!1110006
149-4
BRII SQ BIRCH WH
W006
027162
6
151-4
BRII SQ HIRCH WH
STANDARD NOTES:
WP0014 BRII WALL PANEL -TO -PANEL FASTENERS ARE 097364 (1/4 X 3/4 T-30
TURX SELF DRILLING SCREW).
WPOO19 BRII WALL PANEL -TO -STRUCTURAL TOP/BASE FASTENERS ARE 097361
(11/32 X 7/8 T-45 TORX SCRUBOLT).
WP0028 FOR GENERAL BRII 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
1080873 - GENERAL INSTALLATION TORE FASTENERS
WP0030 THE DIRECTION OF ERECTION FOR BUTLERIB II WALL PANEL IS
LEFT -TO -RIGHT.
IMPORTANT APPEARANCE ITEM
aaaa..a..................
FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS
BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL. WHEN
TRIMMING INSULATION, BE CAREFUL NOT TO CUT VAPOR RETARDER.
WP0075 BRII WALL PANEL -TO -GIRT FASTENERS ARE 097361 (11/32 X 7/8 T-45
TORX SCRUBOLT).
UNPUNCHED DOOR SIDE GIRTS REQUIRE FIELD DRILLED 5/16- HOLES.
REVISION NO. 1 REVISION NO. 2 PL..]
OF THEBUILDER: PROJECT: BUILDING ORDER DESCRIPTION:
25' X 44' X 12' LRSS
BUTLER MANUFACTURING -DAVIS, RICHARD K CONST AMERICAN CONCRETE IN 20# LL + 0# CLL
COMPRNY GOINEERINGFT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 19g7
GENERAL OFFICES-KANSAS CITY. MISSOIJRI TEM GENERAL USE 0.5:12
DRAWING TITLE:
WALL PANEL
DRAWING
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DATE: 01/25/01
p00-068572-06 100
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44'-0"
20'-0' 24'-0-
. RAME
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0
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0
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0
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ROOF PANEL SCHEDULE
ID
PART
NUMBER
UFF.
LENGTH
DESCRIPTION
HOLE TO HOLE
Rol
560382
1645
302-7
BRII SAVE PANEL ALZN
23'-10 23/32"
STANDARD NOTES:
RP0003 FIELD WORK SYMBOL ON ROOF PANEL PLOT INDICATES ONE OR MORE ROOF
PANELS IN PANEL RUN REQUIRE FIELD CUTTING. TO INSURE PROPER
INSTALLATION OF GABLE TRIM, RETAIN MAJOR CORRUGATION OF PANEL
AT EDGE OF CUT.
RP0005 PRE -PUNCHED PANEL HOLES FOR PANEL -TO -PANEL FASTENERS MUST USE
LOCK -RIVET 096306 (1 3/32 GREEN WASHER).
RPOO17 ROOF PANEL -TO -STRUCTURAL FASTENERS ARE 096932 (11/32 X 1 1/4
LONG SCRUBOLT).
RP0025 A. FOR ROOF PANEL SEALANT APPLICATION, SEE DRAWING 102961.
B. DIRECTION OF ERECTION FOR BUTLERIB II ROOF PANELS IS FROM
FRONT ENDWALL TO REAR ENDWALL ACROSS THE ENTIRE ROOF.
RP0026 FOR ADDITIONAL INFORMATION, SEE PANEL INSTALLATION DWG 104288.
RP0038 W A R N I N G
PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH
CAUTION. WIPE CLEAN IF NECESSARY.
RPOO62 ROOF PANELS MOST BE ATTACHED TO ALL ROOF STRUCTURALS TO INSURE
THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURLINS
ADDED FOR SPECIFIC LOADING CONDITIONS, ETC.
ENOUGH PANEL -TO -STRUCTURAL FASTENERS, CLIPS (IF MR-24/CMR-24)
HAVE BEEN FURNISHED FOR ALL ROOF STRUCTUHALS.
RP0070 ROOF PANEL -TO -PANEL FASTENERS ARE 097357 (1/4 X 7/8 SELF
DRILLING SCREW).
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.
REVISION NO. 1 REVISION NO. 2 CT OF THE BUILDER. PROJECT: BUILDING ORDER DESCRIPTION:
PROD
a:.. 25' X 44' X 12' LRSS
BUTLER MANUFACTURING ® DAVIS, RICHARD K CONST AMERICAN CONCRETE IN 20# LL + 0# CLL
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 1997 on<c� er: c�c� M: GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM GENERAL USE 0.5.12
F ia. I,-
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DRAWING TITLE:
DR GLEWIS I ENG: ZI
CHK. T,j•01 1 DATE: 01/25/01
ROOF PANEL
DRAWING NUMBER:
REV.
DRAWING
D00-068572-07
00
PANEL TO PANEL
FASTENER, 2'-6.
SEE DRAWING 104551 X
WASHER
FOA GUTTER INSTALLATION (096304)
HOTLERIH II
ROOF PANEL
r�ooca ncRF rHRII ROOF
HEX NOT (095002)
ENDWALL TRIM
6 METAL RACED
(630306)
WASHER (095110
SEE DWG. 108116
GUTTER HANGER
WALL ADAPTER
(630077)
(630312)
LOCE-RIVET
SEE DWG. 1081166
(096306)
TORX T-30
CLOSURE
SELF -DRILLING SCREW
(026648)
(097364) (2'-0' 0. .)
PURLIN OR
GUTTER
SAVE STRUT
WALL CLOSURE
(640431)
STRUT
SEE DWG. 10509
SUTLERIR II PANEL
BUTLERIB II P L
SIDEWALL
ENDWALL
SLOPE RANGE
1/4:12 THRU 4:12
DETAIL E357
ABLE TRIM LEFT WITH. BUTLERIB II ROOF
DETAIL M091
I GUTTER W/WTHR; SEAL W/BRII ROOF
REVISION NO. 1
ka
REVISION NO. 2 HOILDER: PROTECT': BUILDING OT�ME DESCRIPTION: DRAWING TITLE:
PRODUCT THE
q
25 X 4$� X 12r LRSS
BUTLER MANUFRCTURING ® DAVIS, RICHARD R CONST AMERICAN CONCRETE IN 20# LL + 0# CLL EDGE OF ROOF
COMPANY ORDER ENGINEERING FT. PIERCE, FL FORT PIERCE, FL 110 MPH SBC 1997 DETAIL SHEET
GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM
GENERAL USE 0.5.12
John Eo-s--
PO. fox �29
LuUrl'1bL,a, Iv ,�3 �$�
Fla. PE A 27717
IUAW: RGLEWIS ENG•2-1-01
C rj_['OI DATE: 01/25/01
DRAWING NUMBER: REV.
DOO-068572-07A 1 00