HomeMy WebLinkAboutUnit 1 Anchor Bolt PlanI 6
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KEY PLAN
SPECIFIC ERECTION DRAWING LIST FIELD WORK SUMMARY
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 SEDUENCE NUMBERS
THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING.
DRAWING TITLE- AG FILE KO.-
DArE- 02/16/83
ROOF
SECONDARY STRUCTUID
DRAWING NUMBER- REYIS,ou
FRAMING PLAN 83-123456--05L 02
TITLE 'DRAWING
THE YEAR DURING WHICH YOUR SEQUENCE
ORDER WAS ENTERED NUMBER
THE BUTLER ORDER NUMBER -
OF YOUR ORDER REVISION LEVEL OF THE DRAWING.
IF THE DRAWING HAS NEVER BEEN
- REVISED. 00 APPEARS HERE.
D99-053104-00 COVER DRAWING - SHEET 1
D99-OS3104-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET I
D99-053104-OIA SPECIFIC ANCHOR BOLT DRAWING - SHEET 2
D99-053104-OIB SPECIFIC REACTION DRAWING - SHEET 3
099-053104-OIC ANCHOR BOLT DETAIL SHEET - SHEET 4
099-053104-02 CROSS SECTION ERECTION DRAWING - SHEET 1
D99-053104-02A CROSS SECT ON ERECTION DRAWING - SHEET 2
D99-053104-02B CROSS SECTION'ERECTION DRAWING - SHEET 3
D99-053104-02C CROSS SECTION ERECTION DRAWING - SHEET 4- .
D99-053104-020 CROSS SECTION ERECTION DRAWING - SHEET 5
D99-053104-02E CROSS SECTION ERECTION DRAWING - SHEET 6
D99-053104-02F CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 7
D99-053104-02G CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 8
D99-053104-03 WIND BRACING DRAWING - SHEET I
D99-053104-03A WIND BRACING DRAWING - SHEET 2 -
D99-053104-038 WIND BRACING DETAIL SHEET - SHEET 3
D99-053 1 04-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET I
D99-053104-04A ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 2
092-053104-048 ROOF SECONDARY STRUCTURAL DETAIL SHEET-- SHEET 3
D99-053104-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET I
099-OS3104-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2
D99-053104-OSB WALL SECONDARY STRUCTURAL ELEVATION - SHEET 3
099-053104-OSC WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 4
D99-053104-06 WALL PANEL DRAWING - SHEET 1
D99-053104-06A WALL PANEL DRAWING - SHEET 2
099-053104-06B WALL PANEL DRAWING - SHEET 3
D99-053104-07 ROOF PANEL DRAWING - SHEET I-
099-053104-07A ROOF PANEL DRAWING - SHEET 2
D99-053104-07B EDGE OF ROOF DETAIL SHEET - SHEET 3
SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE
SEVERAL GENERAL ERECTION DRAWINGS CALLED-PLANOGRAPHS-.
SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF THESE
DRAWINGS.
Loading Information
WIND BRACING
FW0001 FIELD WORK MAY BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FOR
BRACING CLIP CONNECTION.
FW0090 FIELD WORK MAY BE REQUIRED ON ROOF BEAM FOR BRACING CLIP AT
INTERMEDIATE LOCATIONS.
COVER DRAWING NOTES
STANDARD NOTES-
000001 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.
C00011 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-HUT' METHOD SPECIFIED IN
THE NINTH EDITION OF THE RISC -SPECIFICATION FOR STRUCTURAL
JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION 8 0 (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. THE SEAL APPLIES ONLY TO THE
MATERIALS SUPPLIED BY BUTLER MFG. CO. AND 15 NOT INTENDED AS
THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT.
C00017 MATERIALS ASTM DESIGNATION
--------------------------------------------------------------
STRUCT PLATE I- d LESS A-529 FY- 55KS1 (GRADE 55)
STRUCT PLATE OVER I- . A-529 FY- 50KS1 (GRADE 50)
LIGHT GAGE/COLD FORMED A-607 FY- 60KSI (GRADE 60)
BRACE RODS 3/4- A LESS A-108 GRADE 1018
BRACE RODS OVER 3/4- A-572 GRADE 50 OR GREATER
HOT ROLLED MILL SHAPES A-361 A-572 FY= 36KS1- FY=5OKS1
ROOF AND WALL PANELS A-446 GRADE 45 OR GREATER
BOLTS A-307 AND A-325
A0, 6
09070 2
11
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIAN
REVIEWED BY
DATE
PLANS AND P M T
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE NIA.DE
Dead Load
2-7 psf + Frame weight
Roof Live Load
0 to 200 sft.
201 to 600 sft.
20 psf
16 psf
U ; E T 1 ' c = ti%
c 0 C = C c D o ' -
Over 600 sft.
12 psf
i
BOG"''d
,
O;v
Collateral Load
3 psf
Wind Speed
110 Mph
O R 'ti UE - T; OtVR :�OrVC� R:`IltVG : ,)Up
,J'DE%�i�:
Building Use
1 General Use j
Seismic Hazard Group
Seismic Performance Cat.
I
g
?RDJEC" .YlC.R: C:f�,Cl. 7(
,cfp��
Seismic Acceleration
— Aa =
0.05 G
Seismic Velocity
Av =
0.05 G
Soil Pro-51e Type Assumed
Basic Structural/Seismic Resistant Sys.
S3
Steel Moment Frame
n
Ju iJ 7� 1 `
N ll��T I
,t
Basic Structural/Seismic Resistant Sys.
Concentrically Braced Frame I
Response Modification Factor
P. =
4% Moment Frame
Response Modification Factor
R =
5 Concentrically Braced Frame;�7�,�:_
Deflection Amplification Factor
CD =
4 Moment Frame L_—
Deflection Amolifcation Factor
CO =
4% Concentrically Braced Frame
Analysis Procedure Section 1607 1997 Southern Building Code
REYIS(ON NO. 2
a•r¢ 9
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PRODUCT OF THE
BUILDER-
r
'
PROJECT- BUILDING ORDER DESCRIPTION-
200X1QOX16 URF
S U T L E R M A N 11 F A C T U R I N G
®
DAVIS. RICHARD X CONST
HARPS: CO/GEM EL ECTR I 20a LL * 3=CLL
FT
�c�era'
COMP?NY
ORDER ENGINEERING
FT PIERCE, FL
PIERCE, FL 110 MPH SEC 97
oa+ _
— 32NERPL OFFICES-KP.NS=S CITY, MISSOURI
$STEM
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DRAWING TITLE- DPW, S7MAPTIN �KA1gH1j IUIISI 117
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COVER DRAWING AU,'BE3=
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EW 100'-0' EW
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FRAME 2._
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UNIT 1 ANCH❑R B❑LT PLAN
I
BUILDER,
PROJECT-
BUILDING ORDER DESCRIPTION,
DRAWING TITLE,
DRW, EMHOLDER
E
c
d
REVISION N0. 1
REVISION N0. 2
QNJi Q
PRODUCT OF THE
20OX10OX16 MRF
SPECIFIC CHK, DATES 10/06/99
DATE.
DATE-
W E
� ®
DAVIS, RICHARD K C❑NST
HARPETC❑/GEM ELECTRI
20# LL + 3#CLL
ANCH❑R B❑LT DRAWING NUMBER REV.
DRAWN BY.
�A`�N BY-
2
BUTLER MANUFACTURING
COMPANY
ORDER ENGINEERING
FT PIERCE, FL
FT PIERCE, FL
110 MPH SBC 97
DRAWING
❑99-053104-01A 00
Z
W
N
GENERAL OFFICES-KANSAS CITY. MISSOURI
SYSTEM
CHECKED BY,
CHECKED BY,
J �
r
r
EI �6
E146
EI 43
I
I
I
AI J
I 39 J 40 J
EW POST
�5•-0` - 25'-0' 25'-0` 25'-0'
SW
200• -0'
b b b
UNIT 1 REAR EW ELEVATION AT GRID 6
BRIDGE
—b
F
PART SCHEDULE
I J
PART NAME
PART NUMBER
PART LENGTH
FIELD
WORK
39
EW INTERM POST
824318
15—I0 1/2'
40
EW INTERM POST
824320
I6'-11-
41
EW INTERM POST
B24322
17-11 1/2'
42
EW INTERM POST
924324
18-11 27/32'
REVISION NO. I
REVISION NO. 2
Q
B U T L E R M A N U F A C T U R I N G
COMPANY
GENERAL OFFICES—KANSAS CITY. MISSOURI
PRODUCT OF THE
---r
°
ORDER ENGINEERING
SYSTEM
BUILDERS
PROJECT-
UILDING ORDER DESCRIPTION-
DRAWING TITLE,
DRW. STMARTIN I 1
DATE
DRAWN By-
[NECKED aT.
DATE.
DAVIS. RICHARD K CONST
FT PIERCE. FL
HARPETCO/GEM:ELECTJRI20#
FT PIERCEFL110
200X100X16 MRF
LL + 3#CLL
MPH SBC 97
CROSS SECTION
ERECTION DRAWING
CHK. DATE- 10/07/99
DRAWING NUMBER
9 9- O S ,; 1 0 4- 0 2 D
REV.
I,J 0
DRAWN BY'
CHECKED ST.
POST
UNIT 1 REAR EW ELEVATION AT GRID 6
sv
REVISION N0. I
REVISION N0. 2
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KANSAS CITY, MISSOURI
PRODUCT OF THE
-�
��O
ORDER ENGINEERING
SYSTEM
OU I LDER
1PROJECT,
BUILDING ORDER DESCRIPTION.
DRAWING TITLE•
DRW- STMARTIN
� I S
DAVIS. RICHARD K CONST
FT PIERCE. FL
[HARPETCO/GEM ELECTRI
FT PIERCE. FL
20OX10OX16 MRF
20a LL + 3aCLL
110 MPH SBC 97
CROSS SECTION
ERECTION DRAWING
CHK�
DATES 10/07/99
DATE•
DATE'✓
DRAWING NUMBER-
999 - 0 S 31 0 4 - 0 2 E
REV.
00
DRAB BY'
OR— RT.
CHECKED B*•
CHECKED Dr.
TOP / OUTSIDE
FLANGE
x
a
o I
CKNESS
a
BOTTOM / INSIDE
FLANGE
FRAME DESIGN INFORMATION
PART DESCRIPTION
ROOF TOP FLANGE • 6' X .375'
BEAM BOTTOM FLANGE • 6- X .250-
824338
480-0 WE8 THICKNESS - .219- - LOW END TO 19' 11 19/32' FROM LOW END
.160' - 19-11 I9/32' FROM LOW END TO HIGH END
PART DEPTH VARIES 20' TO 12'
ROOF TOP FLANGE 6' X .250'
BEAM BOTTOM FLANGE - 6- X .375'
B24340
240-2 WEB THICKNESS - .160'
PART DEPTH VARIES 12' TO 20' 10 16'
ROOF TOP FLANGE 6' X .250'
BEAM BOTTOM'FLANGE - 6' X .250'
824344
360-2 WEB THICKNESS • .140'
PART DEPTH 16-
ROOF TOP FLANGE 6' X .250'
BEAM BOTTOM FLANGE - 6' % •313'
824346
240-5 WEB THICKNESS - .140'
PART DEPTH - VARIES 16' TO 21' TO 16'
EW TOP FLANGE = 6- X .313'
DRNER POS BOTTOM FLANGE - 6- X .313-
824286
168-0 WEB THICKNESS = .140'
PART DEPTH 12 1/8'
EW TOP FLANGE = 6' X .250'
ROOF BEAM BOTTOM FLANGE - 6- X .250-
824288
359-7 WEB THICKNESS = .250'
PART DEPTH - 12'
EW TOP FLANGE = 5' X .250'
NTERM POS BOTTOM FLANGE - 5• X .250'
B24290
180-2 WEB THICKNESS = .140'
PART DEPTH 8'
EW TOP FLANGE = 5' X .250'
ROOF BEAM BOTTOM FLANGE - 5' X
824292
360-0 WEB THICKNESS = .140'
PART DEPTH 12-
E1( TOP FLANGE = 5' X -250'
NTERM POS BOTTOM FLANGE - 5- X .250-
B24294
192-6 WEB THICKNESS = .140-
PART DEPTH 12'
EW TOP FLANGE 5- X .250-
ROOF BEAM B24296 BOTTOM FLANGE 5% •250'
360-7 WEB THICKNESS = .140'
PART DEPTH 12-
EW TOP FLANGE = 5- X .250'
NTERM POS BOTTOM FLANGE • 5' X .250'
824298
205-2 WEB THICKNESS = .140
PART DEPTH 12'
EW TOP FLANGE = 5" X .250-
ROOF BEAM BOTTOM FLANGE - 5- X .250-
B24300
240-0 WEB THICKNESS = .140'
PART DEPTH - 12' TO 17' TO 12'
EW TOP FLANGE = 5' X .250-
NTERM POS BOTTOM FLANGE - 5- X .250-
B24302
213-0 WEB THICKNESS = .140'
PART DEPTH 12'
EXTERIOR TOP FLANGE = 6' X .313'
COLUMN BOTTOM FLANGE • 6' X .250'
B24304
161-1 WEB THICKNESS = .160'
PART DEPTH - 8' TO 24'
EW TOP FLANGE 5' X .250-
NTERM POS BOTTOM FLANGE - 5' X .250'
824318
190-4
WE8 THICKNESS = .140'
PART DEPTH • 8'
REVISION N0. 1 REVISION NO.-2
�(�
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KANSAS CITY, MISSOURI
DALE -
DRAWN BY.
CHECKED By -
FRAME DESIGN INFORMATION (cont.)
PART DESCRIPTION
EW TOP FLANGE - 5' X .250'
)TERM POSI BOTTOM FLANGE - 5' % .250'
B24320
203-0 WEB THICKNESS - .140'
PART DEPTH - 12'
EW TOP FLANGE - 5' X .250'
VTERH POST
2
B2432BOTTOM FLANGE - 5' X .250'
215-4 WEB THICKNESS - .140-
PART DEPTH - 12'
EW TOP FLANGE - 5- % .250'
NTERM BOTTOM FLANGE - 5' % .250-
824324
227-7 WEB THICKNESS - .140'
PART DEPTH - 12'
INTERIOR TOP FLANGE - 6• X .250'
COLUMN BOTTOM FLANGE - 6' X .250'
824342
185-1 WEB THICKNESS'- .140'
PART DEPTH = 8'
INTERIOR 'TOP FLANGE - 6' X .250'
COLUMN 824348 BOTTOM FLANGE = 6' X .250'
209-0 IWEB THICKNESS - .140-
PART DEPTH = 8-
F�I--DIMENSION Y
I
ROOF BEAM
DIMENSION Yj
ROOF BEAM
OCIYV V
FLANGE BRACE FLANGE BRACE
USE (2) I/2' X1 174' USE (2) 1/2' X 11/4'
HEX. BOLT (0950851 AND HEX. BOLT (095085) AND
1/2' HEX. NUT (0950.33 1/2' HEX. NUT (0950321
DETAIL C001 I SINGLE FLANGE BRACE CONNECTION DETAIL C002 SINGLE FLANGE BRACE CONNECTION
USE FIRST HOLE AT PURLIN CONNECTION USE SECOND HOLE AT PURLIN CONNECTION
DIMENSION T DIMENSION Y DIMENSION Y DIMENSION Y
ROOF BEAM I ROOF BEAM
FLANGE BRACE FLANGE BRACE FLANGE BRACE FIANCE BRACE
USE (4) 1/2' X 11/4' USE (4) 1/2- X 1 1/4'
HEX. BOLT (095085) AND HEX. BOLT (095085) AND
1/2- HEX. NUT (095032) I/2' HEX. NUT (095032)
DETAIL C003 DOUBLE FLANGE BRACE CONNECTION DETAIL C004 DOUBLE FLANGE BRACE CONNECTION
USE FIRST HOLE AT PURLIN CONNECTION USE SECOND HOLE AT PURLIN CONNECTION
BEND OUT
FLANGE BRACE ROOF BEAM USE (2) 172' % 2'
BOLT T(097280) AND
-- - - - - - - - 1 /2' HEAVY HE
NUT
- \ 30 /GIRT b� _�CLIP(543350)
-w- ---- v
SIDEWALL COLUMN . 1 tk
DIMENSION T
USE (4) 5/8' X 1 1/2
A325T HI -STRENGTH BOLT
USE (2) 1/2' X 1 1_/4' '097281) AND 5/8'
HEX. BOLT (095085) AND HEAVY HEX. NUT 1095233)
1/2' HEX. NUT (095032)
DETAIL C007 I SINGLE FLANGE BRACE CONNECTION DETAIL E143 ENDWALL POST TOP CONNECTION (LEFT)
USE FIRST HOLE AT SIDEWALL GIRT CONNECTION EXPAND. EW FRAME - 8- POST - LOW SLOPE RANGE
ROOF BEAM USE (2) I/2' X 2'
A3257 HI -STRENGTH
BOLT (097280) AND
1/2' HEAVY HEX.
b NUT (095230)
b
s-
CLIP (543354)
USE 14) 5/8' x I ( BOLT
A325T HI -STRENGTH BOLT
(097281) AND 5/8'
HEAVY HEX. NUT (095233)
DETAIL E146 ENDWALL POST TOP CONNECTION (LEFT)
EXPAND. EW FRAME - 12' POST - LOW SLOPE RANGE
BUILDERS PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE,
PRODUCT OF THE
��®200XIOOXI6 MRF CROSS SECTION
DAVIS. RICHARD K CONST [HARPETCO/GEM ELECTRI 20tt LL 3ttCLL ERECTION DRAWING
ORDER ENGINEERING FT PIERCE, FL FT PIERCE. FL 110 MPH SBC 97 DETAIL SHEET
SYSTEM
ORW- STMARTIN 11$1`'I
CHK- 'DATE, 10/07i99
DRAWING NUMBER= REV.
D99-053104-02F 100
Y Y Q
r N
¢ z
N O
a
25'-0-
-- —
25 -0
BI06
25 -0
8131
8001 8004
—
Z� -V
BIOS
B001 8001
—
21
24
\x/ ♦x/
0324 / \\ BJ25 / ♦\ B324
B001 8001 \� // 8001 B004 \\
23 23
\/ \/
I ,x\ I ; ♦ I
// 8001 8004 \\ // 8001 B00t \\
2J 23
x x
8001 / \\ 8001 BOOI / \ BOOT
UNIT I ROOF BRACING
I
c
PART SCHEDULE
I T
PART NAME
PART NUMBER
PART LENGTH
FIELD
WORK
23
BOX STRUT
544073 297-4
24'-9 1/2'
24
BOX STRUT
544178 289-6
24-1 3/4'
25
BOX STRUT
544178 297-4
24'-9 1/2-
BRACE ROD SCHEDULE
Q
PART NUMBER
DESCRIPTION
THREAD
TURNBUCKLE
2
544052 -240
544062 -156
1 1/8' BRACE ROD
1 1/8' BRACE ROD
RH-RH
RH-LH
0095273
3
544051 -240
544061 -160
1' BRACE ROD
I' BRACE ROD
RH-RH
RH-LH
0095272
4
544048 -404
5/8- BRACE ROD
RH-RH
NONE
STANDARD NOTES-
WB0003 RED THREAD PROTECTORS INDICATE 5/8' BRACE RODS
W80006 GREEN THREAD PROTECTORS INDICATE I' BRACE RODS
WB0007 WHITE THREAD PROTECTORS INDICATE 1 1/8' BRACE RODS
REVISION NO. I
REVISION NO. 2
OF THEDATE-
BUILDERS
PROJECT,
BUILDING ORDER DESCRIPTION-
DRAWING TITLES
DA T E�
0��11 (�[Q
20OX10OX16 MRF
DATES 10/07/99
DRAWN B..
DRAWN B„
BUTLER MANUFACTURING
DAVIS, RICHARD K CONST
HARPETCO/GEM ELECTRI
20a LL + 3#CLL
WIND BRACINGNUMBER:
JDRW,ARTINPRODUCT
REV.
COMPANY
ORDER ENGINEERING
SYSTEM
FT PIERCE. FL
FT PIERCE. FL
110 MPH SBC 97
DRAWINGCHECKED
0531 04-03 00
Br-.
CHECKEDBI-
GENERAL OFFICES-KANSAS CITY. MISSOURI
d.
ROD W
DIA. NUT A
I/2' 095032 0951JJ
S/8' 091231 095298
CONNI
ER PIN
ROD CLEVIS
DIA. ASSY.
S/8- 095277
3/4- 095278
7/8' 095279
1- 095280
1 1/8- 095281
1 1/4' 095282
CLEVIS
CONNECTING
STEEL OR
BRACE CLIP
BOX STRUT
EXISTING BRACING
SLOTS IN ROOF
BEAM
L
ISON r
IL 12'
SLOT BRACE ROD
C WASHER CUP (017215) NOTE, IN SOME ROOF BEAMS THESE
(BEVEL WASHER) \�//l//)
_"� (2) LOVER I5/I6' DIA. HOLES
CLEYIS PIN USE (4) 3/4' X 2 1/2' A325T o��P., (4) 1' DIA. NUT WILL NEED TO BE FIELD
BRACE ROD HI -STRENGTH BOLT 1097284) AND �� LOCATED AS SHOWN.
3/4' HEAVY HEX. NUT (095235) (NOT BY B.M.C.)
DETAIL 8001 TYPICAL BEVEL WASHER CONN. DETAIL 8002 TYPICAL CLEVIS CONNECTION DETAIL B004 TYPICAL BOX STRUT CONNECTION DETAIL BOI6 CLEVIS CONNECTION AT FLOOR DETAIL 8072 FIELD WORK N ROOF BEAM
IN
BAY BRACING -FOR BRACING CLIP AT INTERMEDIATE LOCATIONS
NOTET REFER TO SPECIFICCOF NOTE, REFER TO SPECIFIC BACK-UP PLATE ROOF NOTE- REFER TO SPECIFIC tl BROOF EAM NOTE- BUILDING BRACINREFER TO SPECIF IGC
ROOF BUILDING BRACING NOTE, BEAM BACK-UP PLATE fl BEAM BUILDING BRACING (543061) BEAM DRAWBU INGGFORABRACE SEE BRAYING FOR BRACE
BACK-UP PLATE BEAM DRAWING FOR BRACE II DRAWING FOR BRACE SEE II ROD REQUIREMENTS.
(543374) ROD REQUIREMENTS. REFER TO SPECIFIC
(543374) �� CLIP 1543367) ROD REQUIREMENTS. DETAIL ROD REQUIREMENTS. CLIP (54347I) x DETAIL
BUILDING BRACING 8072 8072
DRAWING FOR BRACE
ROD REQUIREMENTS. i \ FOR CLEVIS
CONNECT I ON
SEE DETAIL
o °� FOR CLEVIS ` BOO2 C—�� ' ROD
FOR CLEVIS FOR CLEVIS i (TYP.)
CONNECTION \ (T TP.)
CONNECTION CONNECTION 9 SEE DETAIL
SEE DETAIL SEE DEIAIL 8002
(TYP.) (TYP.) A �Q 0�\.
FOR CLEVIS
�\ > ` u ROOF CONNECTION \
yS� ��T� .T� a : ROD SEE DETAIL
`41 o ;ROOF ROD ROOF ROD�e n o ROOF ROD ,� (TTP.) B002 „ CLIP
CLIP 15433661 CLIP 151336T1 CLIP (543366) (TYP J
/ \ \��, y CLIP (543471) (543471)
tf
SIDEYALL ROD SlOEYALL ROD �L}1' / / \\,—STDEWALL ROD
USE (4) 7/8' % 2 1/4' A325T USE (4> 7/8' X 2 1/4' A325T USE (4) 7/8- X 2 1/4- A325T USE (4) 7/8' X 2 1/4' A325T USE (4I 7/8' % 2 I/4' A325T
US STRENGTH BOLT (097285) AND HI -STRENGTH BOLT (097285) AND HI -STRENGTH BOLT (097285I AND M[-STRENGTH BOLT (097285) AND N[-STRENGTH BOLT (097285) AND
7/8' HEAVY HEX. NUT (095237) 718' HEAVY HEX. NUT (095237)
7/-S HEAVY HEX. NUT (285) 7/8' HEAVI HEX. NUT (095237I 7/8' HEAVY HEX. NUT (095237)
DETAIL BI05 BRACING CLIP CONNECTION DETAIL 8106 BRACING CLIP CONNECTION DETAIL B134 BRACING CLIP CONNECTION DETAIL 8324 BRACING CLIP CONNECTION DETAIL B325 BRACING CLIP CONNECTION
LOW EAVE LOCATION -LOW SLOPE RANGE LOW EAVE LOCATION -LOW SLOPE RANGE LOY EAVE LOCATION -LOW SLOPE RANGE INTERMEDIATE LOCATION BACK-TO-BACK AT INTERMEDIATE LOCATION
BUILDER,
PROJECT-
BUILDING ORDER DESCRIPTION-
DRAWING TITLE.
ARTIN L,1 IS I Tf
REVISION NO. I
REVISION NO. 2
PRODUCT OF THE
Q
20OX10OX16 MRF
DATES 10/07/99
[.ATE,
-
DAVIS. RICHARD K CONST
HARPETCO/GEM ELECTRI
20tt LL + 3#CLL
WIND BRACING
NUMBER. I REV.
LD9
AWNBT.
BUTLER MANUFACTURING
COMPANY
ORDER ENGINEERING
FT PIERCE. FL
FT PIERCE. FL
110 MPH SBC 97
DETAIL SHEETECKED
0 5 31 0 4- 0 3 B
BY
GENERAL OFFICES-KANSAS CITY. MISSOURI
SYSTEM
0
EW
O
e-
Q
fl25 22 Fl25 21 Fl2a 22
I F12B
20 F107 18F1M 18
Ft07 1°
F257
F�7 20 flm 1° 1° Fl07 Ie
20 Fl07 11113 fl04 1e Flm 18
I�
I I I
1a
_ C203 1 1e 18
I'��7] I Fte7 I F1M I fl07
203 183 183
F2r 20 =:t:= =:tI= Fl07
1e to
1e
FIELD
WORK
REQUIRI
EW
`207---� F1m 1° F1w 1e F1m 18 F1o7
IIr—^ �20 Flw 1e Floc ria3
F1� lIa3 F107.
J x 1e3 --- 1183 C18
FlW fl04 fl07 fl07
- UNIT NO. 2
�
1Cp Fl� 1e Fl� 1e e BMC ORDER Fl� Flo? I NUMBER
I
203 1e;r I Cie] I [1a 053103
f tom[ fl07 fl04 fl07 F107
S0 F107 cla3
Fl04 183
F107 1a Fl07
I
F257 20 I F107 1° 1a I F104 1° I F107 fl07 I
-�203 F107 F1W 1H fl07 1a F107
I
F257 20 I F107 1° I F104 1B I F107 t8 F107
1�20 F107 1a F104 1° 3 fl07 t° F107
I
I �..TFu7t 20 F107la F104 16 fa F107 F707
II 'F737 20 3 F107 1° F104 1° F707 19 3
10
I
F3S7 20 I F107 18I F104 18 f F107 1° F107
F�7 20 F107 18E 18F107 18F107
UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN
PART SCHEDULE
[ ]
PART NAME
PART NUMBER
PART LENGTH
WORK .
18
PURUN GIRT
530869 323-4
26'-11 1/2'
20
PURUN GIRT
530870 323-4
26'-11 1 2'
21
EAVE STRUT
540499 299-4
24'-11 1 Y
22
EAVE STRUT
540539 299-4
24'-11 1 Y
PURUN BRACE LOCATION SCHEDULE
BETWEEN
GRIDS
LOCATION
DETAIL
BRACE SECTION
DIM. 'B"
RIDGE
BRACE
TOP
BOTTOM
1 AND 2
F307
(3) B
-0-
6'-10 1/Y
(3)0544141
2 AND 3
F307
(3) B
-0-
6'-10 1/Y
(3)0544141
3 AND 4
F307
(3) B
-0-
6'-10 1/7
(3)0544141
4 AND 6
F307
(3) B
-0-
6'-10 1/r
(3)0544141
STANDARD NOTES:
RS0002 REFER TO DRAWING B-1080945 FOR PURUN BRACE PART NUMBERS AND
TYPICAL INSTALLATION FOR SLOPE LESS THAN OR EQUAL TO 0.75:12.
RS0008 REFER TO DEVIL F262 FOR RIDGE PURUN BRACE CONNECTION.
REVISION N0. I
REVISION N0. 2
�
PRODUCT OF THE
—�
BUILDER:
PROJECT.
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: STMARTIN
E 01
200X100X16 MRF
ROOF
CHK:
DATE: 10/07/9
oA,E:
a1t::
DRAWING NUMBER:
�®
DAVIS, RICHARD K CONST
HARPETCO/GEM ELECTRI
20# LL + 3#CLL
SECONDARY STRUCTURAL
DRAWRat:
DRAYM By-
BUTLER MANUFACTURING
COMPANY
ORDER ENGINEERING
FT PIERCE, FL
FT PIERCE, FL
1 10 MPH SBC 97
FRAMING PLAN
❑ 99-053104-04
1001
o+eCKID W.
CHEF BT'
GENERAL OFFICES-KANSAS CITY. MISSOURI
SYSTEM
=fW
V
J
J
Q
3
0
Lu
LLJ � o
0
N
CD
z
rr
LL
101
EW
100'-0'
25-0- 25-0'
FRAME
(T7PJ
EW
H 20 1 le I CIS I IB
F257 F107 F101 F107 237
1 20 IB IB IB
I F237 I F107 I F104 1 F107 1
20 1 CIO j IB IB
F257 FI07 FI01 F107
20 18 IS]IB
F237 F107 FI01 F107 7
I
I I 1 1 I I
zo 1e 183 IS
F257 F107 F101 F107 7
H
zo 1e 18le
114
F257 F107 F101 i107 7
I
1 F257 20 F107 IS F101 18 F107 CIO]
1
20 18 18 IB
F237 F107 F101 F107
20 183 18
F257 1 F107 I FI01 1 FI07 1
I
I I
-
F237 1201 FI07 [18 ] 18 1 -18T FI 01 F707
H F257 20 I FI07 1s I FI01 18 I F107 le
1 2018 183 la
I F257 1 FI07 1 F101 I F107 257 1
20 IB 18 IB
F257 F107 F101 F107
1203 IB 3 18 I8
i237 F107 FI01 F107 237 1
I I 1 1 1
1 I
20 18 18 IS
F257 F107 F101 F107
H H
n 19 3 I8 18
F257 F107 F10� F10T F23:
I I I
I I
1 F257 20 F107 1B3
F101 19 3 F107 18 F257 I
201 IB
i257 F107 F101 18 F107 I83
F257
20 IB IB 19
1 F257 FI07 F101 F107 7 I
20 1B 3 16
I F237 FI07 FI0/ F107 F2S7 I
T 20 F107 18 FI01 78 F107 18
F257 F237
I F128 22 3 F123 E22 i123 22 i125 E22 F128
REVISION NO. I REVISION NO. 2
DATES n DATES�—
uz
CHECKED BTI
DRAWN BY -
CHECKED BT-
UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN
�
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KANSAS CITY, MISSOURI
PRODUCT OF THE
��gUoo
ORDER ENGINEERING
SYSTEM
BUILDER-
PROJECT-
__J
DAVIS. RICHARD K CONST 1HARPETCO/GEM ELECTRI
FT PIERCE, FL FT PIERCE. FL
BUILDING ORDER DESCRIPTION-
20OX10OX16 MRF
20# LL * 3oCLL
110 MPH SBC 97
PART SCHEDULE
I 7
PART NAME
PART NUMBER
PART LENGTH
FIELD
WORK •
18
PURLIN / GIRT
530869 323-4
26'-11 I/2/2'
20
PURLIN / GIRT
530870 323-4
26'-II 1z
22
EAVE STRUT
540539 299-4
1 24—II 1/2'
DRAWING TITLE -
ROOF
SECONDARY STRUCTURAL
FRAMING PLAN
ORW- STMARTIN I py"Id Ja lz-i`
C HK- DATE- 10/07/99
DRAWING NUMBER- REV.
D99-053104-04A 100
FLANGE�
4UP
�'F RADIUS
w THICKNESS
C — SECTION DESIGN INFORMATION
PART
DEPTH
I FLANGE
I UP
THICKNESS
RADIUS
SAVE STRUT 540499 299-4
8'
3 1/T
1 3/8'
096'
S/16'
SAVE STRUT 540539 299-4
g'
3 1/2'
11 VIC
I07T
5/1C
FLANG� k
A
RADIUS
w
IHICKNESS
Z — SECTION DESIGN INFORMATION
PART
DEPTH
FLANGE
UP
I THICKNESS
RADIUS
PURUN / GIRT 530869 323-4
T
2 5/8
1/1el
.06T
I 1/4'
PURUN / GIRT 530870 323-4
8'
2 5/9'
11 1/8'
I .082'
1 1/4'
PLATE
REINFORCING
(543047)
HSESTRETJGTH� BOLT (69728 ))2 TAND
5/W HEAVY HEX NUT (095233)
\ 9 - EAVE I
STRUT
CONTINUOUS CONTINUOUS
PURUN PURUN I s A
( EAVE STRUT 1
ROOF BEAM 11 1 ROOF BEAM 11 ( I
1 1 USE S61 -STRENGTHs1 BOLT +
(0975278f1i1 AND 5/Er
ROOF BEAM
HEAW 7PEX. NUT
USE (6 1/2^ X 1 1/,C USE 6 llf X 1 1/4' (095233) SAVE STRUT
HEX. 9�LT HEX NUT
HEX. LT (095085�
AND 1/2" HEX. NUT CONTINUOUS AND 2r FLEX. N CONTINUOUS ROOF BEAM OR
(0950 2) PURUN (095032) PURUN VERTICAL SPLICE
COLUMN
DETAIL F104 CONTINUOUS SPAN PURUN CONNECTION DETAIL F107 CONTINUOUS SPAN PURUN CONNECTION DETAIL F125 SAVE STRUT CONN. TO INTERM. FRAME DETAIL F128 EAVE STRUT CONN. TO ENDWALL FRAME
INiom LOGTKN - 6 PURUN END BAY LOCAIIONNN 8 PURUN STRUT CONNECTION
PURUN BRACE ' PURUN
(TYP,) I I DIMENSION 'B' DIMENSION 'B'
'r x USE (4) 1/2' X 1 1/4' 6,
RIDGE BRACE HEX. BOLT (OSSOBS) AND
O }� PURUN ASSEMBLY TOP OF
1/2' HEX. NUT (095032) RUN 1
BUILDINGPU
PURLIN
IF
�rl'
513029) i - I 7 -- 7----------------� -- 7
ROOF BEAM
r--- - - - - - - - - - - - - -------- --
PURLIN -' SEE DETAIL SEE DEVIL
i - F752 IF1521
USE L4)- 1/((2' X 1 1/i
NIX1HE%. LU (01.6
DETAIL F152 PURUN BBOR� DETAIL F257 PURUN CONNECTION TO EW ROOF BEAM DETAIL F262 RIDGE CHANNEL CONNECTION DETAIL F307 PURUN BRACE LAYOUT
3 ROWS TOP - 0 ROWS BOTTOM
REINFORCING -
(6� 047)
BUILDER r�i '�i ' T
TO FlELD C w
J
EAVE STRUT
snlCOLUMN
22'-11•-11Y��STRUT
USE (6T5j X I I/YA325Y Ft�,�))—
ENGTH LTM
HFAVY6HIXµNUT03
BMC
(095233)
STRUT
OR
LKE
° °o"
EAVE STRUT CONNECTION TO INTERN. FRAME
DETAIL F125X
STRUT CONNECRON
REVISION N0. 1
REVISION N0. 2
Q Q
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KANSAS CITY. MISSOURI
PRODUCT OF THE
—�
��®
ORDER ENGINEERING
SYSTEM
BUILDER:
PROJECT: BUILDING ORDER DESCRIPTION:
DRAWING TITLE,
DRW: STMARTIN
Qf (( "
DAVIS, RICHARD K CONST
FT PIERCE, FL
I
20OX10OX16 MRF
HARPETCO/GEM ELECTRI 20# LL + 3#CLL
FT PIERCE, FL 110 MPH SBC 97
I I
ROOF
SECONDARY STRUCTURAL
DETAIL SHEET
I
CHK:
DATE: I0/07/99
DATE
DRAWN BY:
CHECKED W:
are
DRAWING NUMBER:
I ❑ 99-053104-04B
REV.
00
DRAWN BY.
CHECKED EM.
FOR GABLE ANGLE
INSTALLATION SEE
DRAWING 1080944
- - I
PART SCHEDULE
C I
PART NAME
PART NUMBER
PART LENGTH
FIELD
PORK
27
GIRT
550322 271-2
22'-7 1/4'
28
GIRT
550323 2B9-2
I 24'-1 1/4'
-
ze
-
0007
G008
'o
28
9HIJ0006
2e 3
128
0008
'
STANDARD
NOTES-
-'"
WS0002
FIELD WORK FOR GABLE ANGLE ATTACHMENTS MAY BE REQUIRED DUE TO
NON-STANDARD PURLIN SPACING.
ze 3
�
G006
12832e
0006
1WS0021
G006
�
I M P O R T A N T
FASCIA�AT•YALL•H;S BEEN LOCATED ON THE FRONT ENOWALL.
RAKE
ze
2e
CHANNEL MUST BE INSTALLED IN PLACE OF THE GABLE ANGLE
AT FASCIA
28
coos
coos
coos
LOCATIONS PER DRAWING D-1080281 OR D-1080282.
WS0022
I M P 0 R T A N T
o
c
FASCIA•AT•YALL•HAS BEEN LOCATED ON THE REAR ENDWALL.
RAKE
CHANNEL MUST BE INSTALLED IN PLACE OF GABLE ANGLE PER
DRAWING
ro
FOR BASE ANGLE
n
D-1080291 OR D-1080282.
INSTALLATION SEE
DRAWING 0104161
US0023
I M P O R T A N T
REFER TO PRONTO DETAIL G047 FOR PROPER GIRT ALIGNMENT.
MATCH
1NE
25'-0'
25'-0'�
25'-0'
200'-0'
c5 b b
UNIT 1 FRONT EW STRUCTURAL ELEVATION AT GR-ID I
FOR GABLE ANGLE
INSTALLATION SEE
DRAWING 1080944
[28 3-
-
c
cool
1281
126328
}
o
G006
O
G006
—z
26 7
N
29
26 1-
.D
G006
b
C006
128
28 3
28 }
G006
G00G
o
�
FOR BASE ANGLE
INSTALLATION SEE
DRAWING 0104161
MATCH
LINE
,>s•-n-
I
�5•-0'
I
25'-0-
b
b
(' 'J
UNIT I FRONT
EW STRUCTURAL
ELEVATION AT GRID I
0
REVISION NO. I
REVISION NO. 2
PRODUCT OF THE
BUILDERS
PROJECT-
BUILDING ORDER DESCRIPTION-
DRAWING TITLE-
DRW- STMARTIN Q w)
DATE-
DATE
CAILhC-'G'?
20OX10OX16 MRF
WALL SECONDARY
CHK- OATEN 10/07/99
oHAYN BTU
OBAH11 BY,
B U T L E R M A N U F A C T U R I N G
� O
DAV,I S. RICHARD K CONST
HARPETCO/GEM ELECTRI
20# LL + 3.7CLL
STRUCTURAL
DRAWING NUMBER:
REV.
COMPANY
ORDER ENGINEERING
FT PIERCE, FL
FT PIERCE, FL
110 MPH SBC 97
ELEVATION
1130
CHECKED BY,
CHECKED BY
GENERAL OFFICES-KANSAS CITY. MISSOURI
SYSTEM
99-053104-05
FLANGE�
a
x� RADIUS
c FHICKNESS
Z — SECTION DESIGN INFORMATION
PART
DEPTH
FLANGE
UP
THICKNESS
RADIUS
GIRT 550321 289-2
9 1/r
2 3/4'
11 1/87
.08f
1/4
GIRT 550322 271-2
9 1/r
2 3/4"
1 3/1G
.096'
1/4
GIRT 550323 289-2
9 1/2'
2 3/4
1 11T
.113,
1/4"
PURUN / GIRT 530629 323-4
8'
2 5/8'
3/4'
.060'
1/4'
PURUN / GIRT 530869 323-4
1 8'
2 5/8'
1 1/1T
.067*
1/4'
L OR END
LL POST
III �"I OR ENOWALL POST -I SIDEWALL CLIP (543164)
SIDEWALL I SIDEWALL a COLUMN OR LEG DOWN
COLUMN OR COLUMN OR CUP (543164) CUP (5MI64) --{{ o ENDWALL POST
3 ENDWALL POST 3 ENDWALL POST LEG DOWN LEG DOWN GIRT
W GIRTS I GIRT GIRT
d• GIRTS I-r-_-_-_-_-
K
0 . 0
____-----T� t-_-_--__ ;
1 1 I � O 1
1 � 1 I
o I I 1
y I 1 N ; I i 1 N .yam.__
I I ----
I I Ll
S.W. OR E.W.
SIDEWALL OR ENDWALL
SECTION I FRAME
INTERM. BAY. 10 1 r 10 1 r INTERM. BAY. SECTION INT. BAY OR 1'-10 1 r 10 1 r END BAY OR }. FRAME
SECT. LOCATION I SECT. LOCATION INT. SECTION I END SECTION (g) '/ F USE 4 1/(Y X 1 )1/4
FRAME USE (6 1 (2' X 1 1/� FRAME U (8) 1 Y X t )1/4' USE EOLT [0950851// m I ��EXT LTI�JTS(095032)
HEX, BOLT/HEXHUT (G9 032) HEX 1 NUT (�09'503�2) 1 2' HEX. t7UT (DO )
CONTINUOUS SPAN GIRT CONNECTION CONTINUOUS SPAN GIRT CONNECTION
DETAIL G003 INTERMEDIATE BAY OR SECTION LOCATION END G004 END SAY OR SECTION LOCATION DETAIL G006 DOUBLE GIRT TO COLUMN CONN. DETAIL G007 SINGLE GIRT TO COLUMN CONN.
TOP I USE 6 1/((2,',�X 1 )1/S USE �41 1/((r X 1 ))1/4'
COLUMN / - BUTS( 50950 ) I AND 1%2 NEX LII�ITS(09-2)
SIDEWALL MEMBER F
SIDEWALL 1 r HEX
SIDEWALL GIRT SIDEWALL SIDEWALL GIRT
OR DOOR GW OR DOOR GIRT
SIDEN1
�� ALL gRiEWALL �I GIRT li FELD6 (2) 911C HOLES i O 3 )IN /DOOR GIRT
Cc�L� FIELD (2 9/
16' HOLES
• S R DOOR GIRT AS REQUIRED
AS REQUIRED
FLUSH TO I� i COWIDi ENDWN.L GIRT I .
1/4 MAX. ((ENpDW,pALL GIRT
1 Y I CONNE'CTIION TNOTCH FOR
q
y «� a BASE o W
1 o I
3
Gun I 1/r �wuN� l4ANGLE L to -- tS�' -----
5 L } N
y I
FRAME FIANCE CUP
DOWN G +j W
BLOC. WIDTH LEG
OR LENGTH
1I/ )'. - L CORRECT ALIGNMENT MIS-1LLIGNMENT GIRT CHANNEL f5;ogI LD BEND
90 DEC. AND INNSsT`ALL PANEL
GIRT CUTTING DETAIL (AVOID THESE CON01T10NS) FASTENERS.
DETAIL G019 FIELD WORK SIDEWALL GIRT DETAIL G047 SECONDARY STRUCTURAL ALIGNMENT DETAIL G251 8 SW k 9 '1/2 EW G1RTS TO CORNER POSE DETAIL G253 8 SW do 9 1/2 EW GIRT TO CORNER POST
COLUMN FLANGES WIDER THAN /C 5 SEIHICJC t71DWA11 2C SETBACK EXPANDABLE FNDWALL
USE (2 1 r X't 1/4'
SIDEWALL HEX. BaL` U"( )ANo FIELD WORK REQUIRED
t/r HEX. NIJT (0950.52)
SIDZ COLUMN. LEG)
ENDWALL POST
SIDEWALL GIRT
OR DOOR GIRT
I �
I o
IL iFlEU)_(2) a/1G HOLES---
y �y 1 ; A3REQUIRED R GIRT BUILDER TO FIELD
a N I DRILL HOLES IN
GIRT UN PUNCHED
W FRAM GIRT PROVIDED AT THIS
ELOCATION
USE t 1/(ro X 1 1/1C
1/2, HEX. RtT (. 032)
DETAIL G263 8" SIDEWALL GIRT TO MAIN FRAME 0O� a� SINGLE GIRT TO COLUMN CONNECTION
ccln� v c DAMF� r cunvel l DETAIL GO07X
REVISION N0. 1
REVISION N0. 2
Q
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KANSAS CITY. MISSOURI
PRODUCT OF THE
-�
��®
ORDER ENGINEERING
SYSTEM
BUILDER:
PROJECT: BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: STMARTIN
DAVIS, RICHARD K CONST
FT PIERCE, FL
200X100X16 MRF
HARPETCO/GEM ELECTRI 20# LL + 3#CLL
FT PIERCE, FL 110 MPH SBC 97
WALL SECONDARY
STRUCTURAL ELEVATION
DETAIL SHEET
CHK: DATE: 10/07/99
arE
a,E
DRAWING NUMBER:
D 99-053104-05C
REV.
00
pRAwM BY:
owrartl ay:
CHECKM er:
CIHECKED B:
BUILDER,
PROJECT-
BUILDING ORDER DESCRIPTION-
DRAWING TITLE-
DRW, STMARTIN
()I 15: 17DATE,
REVISION NO. 1
REVISION NO. 2
PRODUCT OF THE
DATE.
LAG?
20OX10OX16 MRF
CHK-
DATE, 10/07/99
1
I
��°
DAVIS, RICHARD K CONST
HARPETCO/GEM ELECTRI
20# LL + 3#CLL
WALL PANEL
DRAWING NUMBER, REV.
DRAWN By-
1
DRAWN BY-
B U T L E R M R N U F H C T U R I N G
COMPANY
ORDER ENGINEERING
FT PIERCE. FL
FT PIERCE, FL
110 MPH SBC 97
DRAWING
SYSTEM
D99-0531 04-06B 00
CHECKED Bi•
CHECKED By-
GENERAL OFFICES-KANSAS CITY. MISSOURI
8-
J
J
Q
0
z
Ld
Z
0
x
LL_
ci
tz z
m zi
4 4 4 4 4
z
z
rc
n
m
¢
n
co
m
n
m
m
m
m
n
m
m¢
n
m
n
m
n
m
m
n
m
m
m
m
n
eo
m
n
co
m
n
m
m
n
m
m
n
m
m
n
n
m
m
n
m
m
n
m
m
n
co
m
n
m
m
m
m
n
m
m
n
ao
m
n
m
m
¢
m
z
SEE BMC ORDER
N
N
N
m
N
N
N
N
N
m
N
N
N
N
N
N m
N
N
N
N
N
m
N
N
NO. 053103
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
FOR ROOF PLAN
N
m
N
m
N
m
N
m
z
N
m
N
N
m
N
m
`ay
¢
N
m
N
m
N
m
N
m
N
m
N
m
N
m
N
m
N
m
`cy
`ay
m
N
m
N
m
N
m
m
m
m
m
m
m
m
m
m
m
v�
m
m
m
m
m
m •m
m
-m
m
m
m
m
m
m
m
m
m
m
0
m
m
m
m
m
z
m
m
m
m
m
m
m
m
lyuuytrc lu rltLu
WORK INSIDE CORNER
THIS IS NOT A STANDARD
BMC CONDITION SEE DWG B105816
ROOF PANEL SCHEDULE
ID
PART
NUMBER
suFF.
LENGTH
DESCRIPTION
HOLE TO HOLE
R1
560104
643
186-2
MR24 SPLICE PANEL ALZN
15'-0 5/32'
R2
560104
643
426-3
MR24 SPLICE PANEL ALZN
35'-0 3/87
R3
560105
643
309-6
MR24 SPLICE PANEL ALZN
25'-0 1/4
R4
560105
643
369-6
MR24 SPLICE PANEL ALZN
30'-0 5/1C
RS
560105
643
429-7
MR24 SPLICE PANEL ALZN
35'-0 3/8'
R6
560118
643
178-5
MR24 EAVE PANEL ALZN
13'-10 5/8'
R7
560118
643
358-6
MR24 SAVE PANEL ALZN
28'-10 25/32-
RB
560118
643
418-7
MR24 SAVE PANEL ALZN
33'-10 27/32'
R9
560157
645
MR24 RIDGE COVER
R10
560173
MR24 RIDGE END COVER
R11
560413
390
MR24 UTE•PANL
10'-0 3/3Y
STANDARD NOTES:
RP0031 REFER TO GENERAL ROOF INDEX DRAWING 1081111 FOR ADDITIONAL
ERECTION DRAWING REQUIREMENTS.
REFER TO DRAWING 10SM76 AND/OR 1080877 WHEN FIELD WORK IS
REQUIRED FOR VARIABLE -WIDTH ROOF PANELS.
RP0038 W A R N I N G
aaaaaas
PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH
CAUTION. .WIPE CLEAN IF NECESSARY.
RP0046 PANEL CUP FASTENERS
asaaasaasaas
USE SCRUBOLT 097196 (GREEN 3/8 X 1) FOR PANEL CUP-TO-PURUN
CONNECTIONS.
RPOO54 DIRECTION OF ERECTION FOR MR-24 PANELS ON LEFT SLOPE IS FRONT
TO REAR OF ROOF SURFACE
RPOOS5 DIRECTION OF ERECTION FOR.MR-24 PANELS ON RIGHT SLOPE IS REAR
TO FRONT OF ROOF. SURFACE .
RPOO59 MR24 RIDGE COVER IS FURNISHED IN 20' LENGTHS. FIELD CUT THE
RIDGE COVER TO LENGTH AS REQUIRED.
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 PANEL -TO -STRUCTURAL FASTENERS, CUPS (IF MR-24/CMR-24)
HAVE BEEN FURNISHED FOR ALL ROOF STRUCTURALS.
RPOO73 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
Q Q
BUTLER MANUFACTURING
COMPANY
GENERAL OFFICES-KANSAS CITY. MISSOURI
PRODUCT OF THE
—�
�5T Lti )@
ORDER ENGINEERING
SYSTEM
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: STMARIIN Q s
DAVIS, RICHARD K CONST
FT PIERCE, FL
HARPETCO/GEM ELECTRI
FT PIERCE, FL
20OX10OX16 MRF
20# LL + 3#CLL
110 MPH SBC 97
ROOF PANEL
DRAWING
CHK: DATE: 10/07/99
oATe.
DRAWN ar:.
CHECKED ar.
DATE'
DRAWING NUMBER:
❑ 99-053104-07
REV.
00
DRAWN ar:
CHECKED er:
SEE DRAWINGS 103223 & 104714
GUTTER
FOR GUTTER INSTALLATION
SUPPORT
GUTTER SUPPORT
TAB (630001)
(630000
PANEL STRAP (56000
1/4'.3' HEX BOLT
1095056) W/NUT (095062)
AT CORR. CLOSURE
CLOSURE (560348
MR-24
ROOF
LOCK -RIVET
(096306)
EAYE CLOSURE
GREEN WASHER
(630004) (SEE
DWG. 105019)
LOCK -RIVET
1096583)
GOLD WASHER
GUTTER
EAVE STRUT
TORX T-30
SELF -DRILLING SCREW
BUTLERIB 11 PA L
SIDEWALL
SLOPE RANGE
1/4-12 THRU 4-12
GUTTER W/WTHR. SEAL
W/MR-24 ROOF
DETAIL M235 R WA PAN I
win WAI I Q.1 RR
REVISION NO. I
REVISION NO. 2
PRODUCT OF THE
BUILDER-
PROJECT,
BUILDING ORDER DESCRIPTION-
DRAWING TITLE-
DRW, STMARTIN garri0 1.51DATE-
20OX10OX16 MRF
CHK� DATES 10/07/99
DRAWING NUMBER:
REV.
BUTLER MANUFACTURING
� °
DAVIS, RICHARD K CONST
HARPETCO/GEM ELECTR I
20a LL + 3#CLL
EDGE OF ROOF
opArK Br.
GENERAL OFF
COMPANY
ICES-KANSAS CITY, MISSOURI
ORDER ENGINEERING
SYSTEM
FT PIERCE. FL
FT PIERCE. FL
110 MPH SBC 97
DETAIL SHEET
p 9 9- 0 5 31 0 4- 0 7 B
00
i.
CHECKED BY
r
iik!
1_
i .I
_I
SEE PERSPECTIVE
VIEW FOR PART
LOCATION AND
INSTALLATION
IMPORTANT NOTE
APPLY PANLASTIC (025392)
BETWEEN FLASHING, ROOF
PANEL AND TRIM SURFACES
AS REQUIRED TO SEAL
WATERTIGHT.
PERIODICAL OBSERVATION I�
OF THIS INSTALLATION
SHOULD BE MAD TO
ASSURE THAT IT IS
SATISFACTORILY SEALED
PANEL "A / L ENDWALL TRIM
IMPORTANT NOTE
THIS PORTION OF ENDWALL
ROOF WILL NOT ACCEPT
FUTURE BULIDING EXPANSION
PLAN VIEW
FIELD CUT UPSTANDING LEG ON
PANEL "A" AT _BUILDING CL AS
INDICATED —\ �-6 ,
PANEL "A"
D I
\�I-A
ENDWALL TRI
FIELD NOTCH ENDWALL
TRIM PRIOR TO INSTALLING
HIGH EAVE TRIM AND
�r INSIDE CORNER TRANSITION
FOR ROOF EXPANSION.
PANEL STRAP
—
nn n (-111
HIGH
EAVE MEMBER. /�
CAP FLASHING
5/8"
u 61a
32
6" I\✓1 I
DETAIL "A"-TPIM FLASHII IG SEE NOTE 1 )
I � CE L "E• III =.ICI= •_`_,Fi IEP TPAI ISITI ,I I
FIELD CUT SLOTS INTO
LOCKSEAM PLUGS AS
REQUIRED TO INSERT
TRIM FLASHING
(SEE DETAIL "A")
STEP-2 TRIM FLASHING
INSTALLATION
RFTGIf\IFR (SFf11 Ftr1)•
y / RIDGE END COVER
FIELD MODIFY END AT
TRIM FLASHING
LOCATION
IMPOR3ANT'
ALLOW 1" CLEARANCE
0 BETWEEN ENDWALL TRIM
AND HIGH EAVE TRIM
AT FOR ROOF EXPANSION
ENDWALL TPIM
INSIDE CORNER TRANSITIONd
TRIM (SEE DETAIL "B")-.FASTEpI INSIDE
CORNER TO HIGH EAVE TRIM
ONLY.
PERSPECTIVE VIEW
:MOTES:
1. TRIM FLASHING AND INSIDE CORNER TRANSITION
TO BE FIELD FABRICATED. ;NOT FURNISHED BY
E.rtJ.C.I.
UGGESTED FAE=ICATION N6TEP,IAL:
TRIM FLASHING: 22 GA.
=. INSIDE CORNER TRANSITI N: 26 GA.. GALV.
kP.:INT SLATE BLACK TO MATCH TRIivII
E LOCKRIVET +096306;1 SHOINN TO ATTACH
ELD FABRICATED PARTS.
11 MP-214 POOF
U✓F1WF..,Ii! a •-'�-` rr.�- ji 'L—": ES•TtED FL
IAI
_Z
RIDGE TPNSITN •ITLLATION•, r;
(`
WIDESP_A_•
N
CHANGE :1T=vUT NOTICE. INSIDE CORNER ItSAHIC
-=;NTc-JECT
EFECT�?Pl %L'A':S iTHE PFITS 1r u_E
_-_DiED KITH BUILDING = FMENT. BIJTLEF DE2 .33
ngG nU+9E� TUF;r1:pa::M%=
6P/l 11 4J',I-
�_
I