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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.
DRAWING TITLE: AG FILE NO.:
DATE: 02/16/83
-- -- -- -- -- - � ROOF
SECONDARY STRUCTURAL DRAWING NUMBER: REVISION
Go I C -D) t-4 �! O FRAMING PLAN, -05L 02
M
D 83-123456
Z'IDRAWING
THE YEAR DURING WHICH YOUR SEQUENCE
ORDER WAS ENTERED
NUMBER
KEY PLAN THE BUTLER ORDER NUMBER
OF YOUR ORDER REVISION LEVEL OF#iE DRAWING.
IF THE DRAWING HAS EVER BEEN
REVISED, 00 APPEARS HERE.
Butlerib ® II Wall System - Panels D09-173920-00 COVER DRAWING - SHEET 1
D09=1 73920-01 ' SPECIFIC ANCHOR BOLT DRAWING - SHEET 1
D09 -173920-01A SPECIFIC REACTION DRAWING - SHEET 2
D09-173920-018 ANCHOR BOLT DETAIL SHEET - SHEET 3
Calculated sectional properties for Butlerib IIs wall panel materials using 1996 edition of AISI D09-173920-02 CROSS SECTION ERECTION DRAWING - SHEET 1
design manual D09 -173920-02A CROSS SECTION ERECTION DRAWING - SHEET 2
D09 -173920-02B CROSS SECTION ERECTION DRAWING - SHEET 3
D09 -173920-02C CROSS SECTION ERECTION DRAWING DETAIL SHEET -SHEET 4
36" D09 -173920-02D CROSS ':SECTION FRAME PARTS DETAIL SHEET - SHEET 5
D09 -173920-02E CROSS 'SECTION. FRAME PARTS DETAIL SHEET - SHEET 6
D09 -173920-02F CROSS 'SECTION FRAME PARTS DETAIL SHEET - SHEET 7
12" 12" 12" D09 -173920-02G CROSS SECTION FRAME PARTS DETAIL SHEET - SHEET 8
D09-1 73920-03 WIND BRACING DRAWING SHEET 1
D09 -173920-03A WIND BRACING DETAIL SHEET - SHEET 2
4 1/2" 3" 4 1/2" 4 1/2" 3" 4 1/2" 4 1/2" 3" 4 1/2' D09-173920-04 'ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1
D09 -173920-04A ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 2
D09-173920-04B.ROOFSECONDARY STRUCTURAL FRAMING PLAN SHEET 3
D09 -173920-04C ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 4
Outside Face
D09 -173920-04D ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 5
D09-173920-05. WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1
rn D09 -173920-05A WALL SECONDARY' STRUCTURAL ELEVATION - SHEET 2
D09 -173920-05B WALL SECONDARY' STRUCTURAL ELEVATION - SHEET 3
D09 -173920-05C DOOR DETAIL:DRAWING -' SHEET 4
Section Through Panel D09 -173920-05D DOOR DETAIL DRAWING SHEET 5
D09 -173920-05E WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 6
N D09 -173920-05F WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 7
Section Properties for One Foot of Width
Panel
Material
J
Fy
(ksi)
E
(ksi)
J
Compression on Outside Compression on Inside
Sx (in3)
Q
I (in4)
26 GA. Steel
0.017
50
29500
0.95
0
0.0603 0.0528
z
0 I
Roof Live Lood,(psf) Reducible per Section 1607.11.2
W
I 0
CD0017
MATERIALS ASTM' DESIGNATION
0 Lo
Roof Snow Load, Pf(ps �
z
Snow Importance Factor, Is
1.00
Oo-
J
Snow Thermal Factor, Ct
LL_1.
of
ROOF AND WALL PANELS A653 AND A792 GRADE 50, 80
a
Wind Importance Factor, Iw
ROUND TUBE A500 GRADE B FY = 42 KSI
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DATE:
U
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<o
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LLJ C) CHECKED BY:
N
5 O
390'-0"
0'-6"
CV /
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.
DRAWING TITLE: AG FILE NO.:
DATE: 02/16/83
-- -- -- -- -- - � ROOF
SECONDARY STRUCTURAL DRAWING NUMBER: REVISION
Go I C -D) t-4 �! O FRAMING PLAN, -05L 02
M
D 83-123456
Z'IDRAWING
THE YEAR DURING WHICH YOUR SEQUENCE
ORDER WAS ENTERED
NUMBER
KEY PLAN THE BUTLER ORDER NUMBER
OF YOUR ORDER REVISION LEVEL OF#iE DRAWING.
IF THE DRAWING HAS EVER BEEN
REVISED, 00 APPEARS HERE.
Butlerib ® II Wall System - Panels D09-173920-00 COVER DRAWING - SHEET 1
D09=1 73920-01 ' SPECIFIC ANCHOR BOLT DRAWING - SHEET 1
D09 -173920-01A SPECIFIC REACTION DRAWING - SHEET 2
D09-173920-018 ANCHOR BOLT DETAIL SHEET - SHEET 3
Calculated sectional properties for Butlerib IIs wall panel materials using 1996 edition of AISI D09-173920-02 CROSS SECTION ERECTION DRAWING - SHEET 1
design manual D09 -173920-02A CROSS SECTION ERECTION DRAWING - SHEET 2
D09 -173920-02B CROSS SECTION ERECTION DRAWING - SHEET 3
D09 -173920-02C CROSS SECTION ERECTION DRAWING DETAIL SHEET -SHEET 4
36" D09 -173920-02D CROSS ':SECTION FRAME PARTS DETAIL SHEET - SHEET 5
D09 -173920-02E CROSS 'SECTION. FRAME PARTS DETAIL SHEET - SHEET 6
D09 -173920-02F CROSS 'SECTION FRAME PARTS DETAIL SHEET - SHEET 7
12" 12" 12" D09 -173920-02G CROSS SECTION FRAME PARTS DETAIL SHEET - SHEET 8
D09-1 73920-03 WIND BRACING DRAWING SHEET 1
D09 -173920-03A WIND BRACING DETAIL SHEET - SHEET 2
4 1/2" 3" 4 1/2" 4 1/2" 3" 4 1/2" 4 1/2" 3" 4 1/2' D09-173920-04 'ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1
D09 -173920-04A ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 2
D09-173920-04B.ROOFSECONDARY STRUCTURAL FRAMING PLAN SHEET 3
D09 -173920-04C ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 4
Outside Face
D09 -173920-04D ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 5
D09-173920-05. WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1
rn D09 -173920-05A WALL SECONDARY' STRUCTURAL ELEVATION - SHEET 2
D09 -173920-05B WALL SECONDARY' STRUCTURAL ELEVATION - SHEET 3
D09 -173920-05C DOOR DETAIL:DRAWING -' SHEET 4
Section Through Panel D09 -173920-05D DOOR DETAIL DRAWING SHEET 5
D09 -173920-05E WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 6
N D09 -173920-05F WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 7
Section Properties for One Foot of Width
Panel
Material
Design
Thick (in)
Fy
(ksi)
E
(ksi)
Weight
(#Ft.)
Compression on Outside Compression on Inside
Sx (in3)
I (in4) Sx (in3)
I (in4)
26 GA. Steel
0.017
50
29500
0.95
0.0498
0.0603 0.0528
0.0417
COVER DRAWING NOTES
Section Through Panel
N
Section Properties for One Foot of Width
Panel
Material
STANDARD NOTES:
Fy
(ksi)
CD0002
PARTS SHOWN MAY BE UPGRADED DUE TO 'STANDARDIZED FABRICATION.
Compression on Outside Compression on Inside
Sx (in3)
REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS.`
Butlerib 0 1 Roof System - Panels
26 GA. Steel
0.0170
80
CDO013
IF THESE DRAWINGS ARE 'SEALED, -THE ; SEAL' APPLIES'.ONLY'TO THE
Calculated sectional properties for Butlerib II® roof system panel materials using 1996 edition of AISI
0.0557 0.0503
MATERIALS SUPPLIED BY BUTLER MFG. ,CO. AND IS NOT INTENDED AS
design manual.
Roof Live Lood,(psf) Reducible per Section 1607.11.2
THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT.
Section 1603.1.3 Roof Snow Load
CD0017
MATERIALS ASTM' DESIGNATION
36°
Roof Snow Load, Pf(ps �
STRUCT PLATE 1' & LESS A529 AND A572 FY = 55 KSI (GRADE 55)
Snow Importance Factor, Is
1.00
STRUCT PLATE OVER 1" A529 AND A 572. FY = 50 KSI (GRADE 50
12" 12" 12"
Snow Thermal Factor, Ct
LIGHT GAGE/COLD FORMED EQUIV TO A1011 FY = 60 KSI (GRADE 60)
Section 1603.1.4 Wind Design Data
ROOF AND WALL PANELS A653 AND A792 GRADE 50, 80
85
Wind Importance Factor, Iw
ROUND TUBE A500 GRADE B FY = 42 KSI
4 1/2" 3" 1 4 1/2" 4 1/2" 3" 4 1/2" 4 1/2" 3., 4 1/2"
C
SQUARE TUBE A500 GRADE 8 FY = 46 KSI
Enclosed
Internal Pressure Coefficient
BRACE RODS 3/4" &'LESS A510 GRADE 1018
Section 1603.1.5 Earthquake Design Data
BRACE RODS OVER 3/4 A572 GRADE 50 OR GREATER
Outsid Face
CDO028
HIGH STRENGTH BOLTING:
Section Through Panel
N
Section Properties for One Foot of Width
Panel
Material
Design
Thick (in)
Fy
(ksi)
E
(ksi)
Weight
(#Ft.)
Compression on Outside Compression on Inside
Sx (in3)
I (in4) , - Sx (in3)
I (in4)
26 GA. Steel
0.0170
80
29500
0.95
0.0452
0.0557 0.0503
0.0407
REVISION NO. 1 REVISION NO. 2
DATE: U TL ER
DRAWNBY: Butler Manufacturing
CHECKED BY:111111 BlueScope Buildings North America, Inc.
PRODUCT OF THE
ORDER ENGINEERING
SYSTEM
BUILDER:
NORTH VALLEY BUILDING S
CHICO, CA
SPECIAL NOTE:
ALL HIGH STRENGTH BOLTS USED IN PRIMARY FRAME CONNECTIONS ARE
A -325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE
"TURN -OF -THE -NUT" METHOD SPECIFIED IN THE "SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", PUBLISHED BY
RCSC, DATED JUNE 30, 2004. ALL A-325 BOLTS WILL BE SUPPLIED
WITH HARDENED WASHERS FOR ALL CONNECTIONS ON RIGID FRAMES.
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER
It TIGHTNESS. SEE INSTALLATION OF A-325 BOLT DRAWING 1080268.
PROJECT:
BUILDRITE - UNIT 1
CHICO, CA
BUILDING ORDER DESCRIPTION:
50X39OX24 LRST 1:12
20# LL + 5#CLL
85 MPH EXP C; CBC 07
Ss=64, S1=26; SITE D
DESIGN CRITERIA SUMMARY
The 2007 edition of the "California State
Building Code" by the State Building Code
Standards Committee,
Occupancy Category (Table 1604.5)
GENERAL USE
Section 1606 Dead Loads
Weight of Roof Panel, Insul. and Secondaries (psf)
2.4
Collateral Load On Fromes(psf)
5.0
Collateral Load on Secondaries(psf)
5.0
Section 1603.1.2 Roof Live Load
Roof Live Lood,(psf) Reducible per Section 1607.11.2
20
Section 1603.1.3 Roof Snow Load
Ground Snow Load, Pg( sf)
0.00
Roof Snow Load, Pf(ps �
0.00
Snow Importance Factor, Is
1.00
Snow Exposure Factor, Ce
1.00
Snow Thermal Factor, Ct
1.00
Section 1603.1.4 Wind Design Data
Wind Speed (mph)
85
Wind Importance Factor, Iw
1,00
Wind Exposure Category
C
Enclosure Classification
Enclosed
Internal Pressure Coefficient
+/-0.18
Section 1603.1.5 Earthquake Design Data
Seismic Importance Factor, le
1.00
Spectral Response- Acc at 0.2 -sec Period, SS
64% g
Spectral Response Acc at 1 -sec Period, S1
26% g
Design Spectral Response Acc at Short Periods, Sds
0.550 g
Design Spectral Response Acc at 1 -sec Short Periods, Sd1
0.326 g
Site Class
D
Seismic Design Category
D
Basic Seismic Force Resisting System(s)
R
Brocing - Ordinary Concentrically Braced Frames (OCBF)
Main Frames - Ordinary Steel Moment Frame (OSMF)
3.25
3.50
Seismic Response coefficient, Cs Brocing
0.169
Main frames
0.157
Design Bose Shear (kips), V=Cs W
See Reactions
Analysis Procedure - Equivalent Lateral Force Procedure
Not Designed for Factory Mutual
FIELD WORK SUMMARY
WIND BRACING
FW0001 FIELD WORK MAY BE REQUIRED AT LOWER ROOF BEAM
KNEE AREA FOR
BRACING CLIP CONNECTION.
WALL SECONDARY
FW0008 FIELD LOCATE HOLES IN DOUBLE "C" HEADER FOR DOOR POST
CONNECTION.
FWOO10 FIELD LOCATE HOLES IN COLUMN OR POST FOR DOUBLE "C" HEADER
CONNECTION IF REQUIRED.
FW0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWALL ROD BRACING
CONDITION.
FW0043 FIELD CUT AND LOCATE HOLES IN DOUBLE "C" HEADER.
X, P¢ M. Spm
5 y
W
C 70814 m
* 6.30.//.
U TTE COUNT
I
ROV r I
Z)1110 P_E-_
DRAWING TITLE:
COVER DRAWING
1
DRW: CMSORIANO ENG:
CHK: DATE: C
DRAWING NUMBER:
® 09-1173920-00
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BAYS
30'-0"
CP GP T T T T T
390'-6"
20'-0" 30'-0"
AE
A532
J
U I A606
CL
I I
H
A549
o I I
I I A606
o .
u'1
A533
C I
A391
A392
1r7' -C 14'-0" 18 6
A411
T'
BAYS
MATCH FRAME
(TYP.)
LINE
30'-0"
30'-0"
20'-0" 30'-0"
390'-6" A411 TYPICAL
30'-0"
20'-0"
MATCH
AA LINE
— — — — — — — — — — — — — — — — — —
I
A354
A353
A606 A606 A606 A606 A606 A606 A606
I I I I I I I
I I I I I I I
A606 A606 A606 A606 A606 A606 A606
�_
A
A391—
A392 A392 A392 A392
390'- 6" EHEI TYPICAL
7'-6" I 14'-0" 8'-6" 17'-6" I 14'-0" 18'-6" I 17'-6"1 14'-0" 18'-6" 17'-6"1 14'-0" 18'-6" 1
A411 A411 A411 A411
ANCHOR BOLT PLAN
10 11 12 13 14 15
390'-6"
30'-0"
30'-0"
20'-0"
.390'-6" A411 TYPICAL
30'-0"
-0"-11
EW
STANDARD NOTES:
A80007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE
SQUARE, LEVEL, AND SMOOTH.
AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT
HAND SET ANCHOR BOLTS.
ABDO10 ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36, MINIMUM.
ABOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD
ON ANCHOR BOLTS.
ABOO14 C A U T 1 0 N
««r►ww►w►«rww
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
FOUNDATION FAILURE.
AB0015 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.
ABDO17 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION.
AB0018 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER
THE NUT FOR ALL ANCHOR BOLTS.
LL -
W
I I I I7 I I I
JA353 A354
Q A606 A606 A606 A606 A606 A606 A606 II N
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N
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O I A606 I A606 I A606 I A606 I A606 I A606 I A606 ( m
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Li.
I 3 -- C I— — C I -- -- I -- I — C — I —I -- C �� Q
N A391 A391 ♦ A391 A391 (3!I ���p�M S�R�'9,y2c
2
91/"
A392 A392 A392 A392 U —� m
390'-6" Aa11 TYPICAL N L U C 70814
* EXP. 6-30-1 I
17'-6 14'-018'-617'-6 14'-0��I6�14'-018'_617'-6 14'-0��� ��'-6 14'-0�8'-6� 7'- 6" 14'-0" 5+� CMV �\
ATF
A411 A 41 1 A411 A411 OF
_ C A� �
ANCHOR BOLT PLANIT 2
:! ILDR,4 IVISliON
REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORIANO ENG:
DATE: DATE: BUTLER CHK: DATE: 08/07/09
50X39OX24 LRS T 1:12 SPECIFIC
R
DRAWN BY: DRAWN BY: ® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL ANCHOR BOLT DRAWING NUMBER: REV.
Butler Manufacturing ORDER ENGINEERING CHICO CA CHICO CA 85 MPH EXP C• CBC 07 DRAWING
CHECKED BY: CHECKED BY: BlueScope Buildings North America, Inc. SYSTEM Ss=64, S1=26; SITE D ® 09-173920-011 OO
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BAYS
30'-0"
CP GP T T T T T
390'-6"
20'-0" 30'-0"
AE
A532
J
U I A606
CL
I I
H
A549
o I I
I I A606
o .
u'1
A533
C I
A391
A392
1r7' -C 14'-0" 18 6
A411
T'
BAYS
MATCH FRAME
(TYP.)
LINE
30'-0"
30'-0"
20'-0" 30'-0"
390'-6" A411 TYPICAL
30'-0"
20'-0"
MATCH
AA LINE
— — — — — — — — — — — — — — — — — —
I
A354
A353
A606 A606 A606 A606 A606 A606 A606
I I I I I I I
I I I I I I I
A606 A606 A606 A606 A606 A606 A606
�_
A
A391—
A392 A392 A392 A392
390'- 6" EHEI TYPICAL
7'-6" I 14'-0" 8'-6" 17'-6" I 14'-0" 18'-6" I 17'-6"1 14'-0" 18'-6" 17'-6"1 14'-0" 18'-6" 1
A411 A411 A411 A411
ANCHOR BOLT PLAN
10 11 12 13 14 15
390'-6"
30'-0"
30'-0"
20'-0"
.390'-6" A411 TYPICAL
30'-0"
-0"-11
EW
STANDARD NOTES:
A80007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE
SQUARE, LEVEL, AND SMOOTH.
AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT
HAND SET ANCHOR BOLTS.
ABDO10 ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36, MINIMUM.
ABOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD
ON ANCHOR BOLTS.
ABOO14 C A U T 1 0 N
««r►ww►w►«rww
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
FOUNDATION FAILURE.
AB0015 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.
ABDO17 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION.
AB0018 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER
THE NUT FOR ALL ANCHOR BOLTS.
LL -
W
I I I I7 I I I
JA353 A354
Q A606 A606 A606 A606 A606 A606 A606 II N
z 0 r o
N
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O I A606 I A606 I A606 I A606 I A606 I A606 I A606 ( m
� I
Li.
I 3 -- C I— — C I -- -- I -- I — C — I —I -- C �� Q
N A391 A391 ♦ A391 A391 (3!I ���p�M S�R�'9,y2c
2
91/"
A392 A392 A392 A392 U —� m
390'-6" Aa11 TYPICAL N L U C 70814
* EXP. 6-30-1 I
17'-6 14'-018'-617'-6 14'-0��I6�14'-018'_617'-6 14'-0��� ��'-6 14'-0�8'-6� 7'- 6" 14'-0" 5+� CMV �\
ATF
A411 A 41 1 A411 A411 OF
_ C A� �
ANCHOR BOLT PLANIT 2
:! ILDR,4 IVISliON
REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORIANO ENG:
DATE: DATE: BUTLER CHK: DATE: 08/07/09
50X39OX24 LRS T 1:12 SPECIFIC
R
DRAWN BY: DRAWN BY: ® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL ANCHOR BOLT DRAWING NUMBER: REV.
Butler Manufacturing ORDER ENGINEERING CHICO CA CHICO CA 85 MPH EXP C• CBC 07 DRAWING
CHECKED BY: CHECKED BY: BlueScope Buildings North America, Inc. SYSTEM Ss=64, S1=26; SITE D ® 09-173920-011 OO
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O
BASEPLATE - 5/8" THK.
SIDEWALL COLUMN BASE
SEE APPROPRIATE DETAIL
6" 8"
i 1" DIA.
ANCHOR BOLTS
PROJECTED 2"
F- -------j
I ' I
I I C____-] a n
I I �
8" 4"
n
FRAME
BASEPLATE - 5/8" THK.
SIDEWALL COLUMN BASE
SEE APPROPRIATE DETAIL
8" 6-
1 "
"1" DIA.
ANCHOR BOLTS
PROJECTED 2"
J I I
o in I II I
4" 8"
n
FRAME
3 1/2
3 4" DIA. 3/4 DIA.
r — , ANCHOR BOLTS ANCHOR BOLTS r — 7
PROJECTED 2" PROJECTED 2"
I
M m
J J J J
woo won
2 N1
N W V) W I
1 3/4" DOOR WIDTH DOOR WIDTH 1 3/4"
R " BRACE ROD CLIP (LEFT) - BRACE ROD CLIP RIGHT 9" DOOR POST LEFT 9" DOOR POST RIGHT)
DETAIL A353 DETAIL A354 ( DETAIL A391 ) DETAIL A392
BASEPLATE 1/2" THK. 10" MAX BASEPLATE = 1/2" THK. 10" MAX BASEPLATE = 1/2" THK. 10" MAX
ENDWALL �7
SIDEWALL I AENOWALL
4" DIA, I 3/4" DIA.
OR I CHOR BOLTS I ANCHOR BOLTS OJ. 2" PROJ. 2"Fr1'1'r ,� 3/4" DIA.
ENDWALL EDGE OF I u ANCHOR BOLTS
II IIIIPROJECTED 2"
FOUNDATION x
FLOOR IvLINE a II a a III N o
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CORNER COL. CORNER COL. ENDWALL SECTION ENDWALL SECTION
Ilw. are: oVloroE ea. az SECTION AT EDGE OF FOUNDATION M. ah: ovl5/96 Dtv, rro. of m. DAM: a,/leros AN. no. of REV. D.re: aro2M M. W. a
DETAIL A411 UN -NOTCHED BASE LAPPED DETAIL A532 CORNER COLUMN DETAIL A533 CORNER COLUMN DETAIL A549 ENDWALL H -POST OR C -POST
BASEPLATE - 1/2" THK
9"
3/4" DIA.
ANCHOR BOLTS
PROJECTED 2"
� I I
I I J
II a
1
FRAME
DETAIL A606 11 SIDEWALL COLUMN I
REVISION NO. 1 REVISION NO. 2 ee
DATE: DATE: 13
V T6ER
DRAWN BY: DRAWN BY:
ButlerManufacturing
CHECKED BY: CHECKED BY: BlueScope Buildings North America, Inc.
PRODUCT OF THE
ORDER ENGINEERING
SYSTEM
BUILDER:
NORTH VALLEY BUILDING S
CHICO, CA
PROJECT:
BUILDRITE — UNIT 1
CHICO, CA
BUILDING ORDER DESCRIPTION:
50X39OX24 LRST 1:12
20# LL + 5#CLL
85 MPH EXP C; CBC 07
Ss=64, S1=26; SITE D
DRAWING TITLE:
ANCHOR BOLT
DETAIL SHEET
91- . SOR�tic\
W C 708 4
a
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® 09-173920-01 B 00
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TOP / OUTSIDE
FLANGE BRACE
(SEE CHART)
FLANGE BRACE
(SEE CHART)
FIELD BENDFIELD 9/16" HOLE
FOR ATTACHMENT
AS
DIMENSION Y
ROOF BEAMROOF
DIMENSION Y
BEAM
FLANGE
FIELD BEND
r/ IN GIRT SHOWN.
OR COLUMN
I OR COLUMN
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PURLIN
BOTTOM /INSIDE
r
FLANGE
-�+'- --- -- --
-�
_ _
COLUMN
OR GIRT
FLANGE BRACE
(SEE CHART)
OR GIRT
FLANGE BRACE
(SEE CHART)
COLUMN
DIMENSION Y
DIMENSION Y
BEND)
FOR ATTACHMENT
FIELD BEND
FOR ATTACHMENT
FRAME DESIGN INFORMATION
PART USAGE USE (2) 1/2" X 1 1/4"
PART USAGE USE (2) 1/2" X 1 1/4"
HEX. BOLT (095085) AND
PART USAGE USE (2) 1/2" X 1 1/4"
8 OR 9-1/2 PURLINS HEX. BOLT (095085) AND
PART USAGE USE (2) 1/2" X 1 1/4"
8 OR 9-1/2 PURLINS HEX. BOLT (095085) AND
PART
DESCRIPTION
VPA736
TOP FLANGE = 5" X 135"
9-1/2 Z-GIRTS HEX. BOLT (095085) AND
1/2" HEX. NUT (095032)
9-1/2 Z-GIRTS
9-1/2 OR 12 C-GIRTS 1/2" HEX. NUT (095032)
8 Z-GIRTS 1/2" HEX. NUT (095032)
8 Z-GIRTS 1/2" HEX. NUT (095032)
BOTTOM FLANGE = 5" X .135"
316-3
EW
9-1/2 OR 12 C-GIRTS
�' 0A ""'�bS "`' M0' °� SINGLE FLANGE BRACE CONNECTION
M. °""` ""+ro'
"�' M0' 01 SINGLE FLANGE BRACE CONNECTION
�' ua. ""'ro' T' M0' °t SINGLE FLANGE BRACE CONNECTION
Ae' dE' 11/"/05 3 SINGLE FLANGE BRACE CONNECTION
DETAIL C347 USE SECOND HOLE AT PURLIN OR GIRT CONNECTION
CORNER
POST
WEB THICKNESS = 135"
DETAIL C340 USE SECOND HOLE AT SW OR EW GIRT CONNECTION
DETAIL
C342 USE FIRST HOLE AT SW OR EW GIRT CONNECTION
DETAIL C346 USE FIRST HOLE AT PURLIN OR GIRT CONNECTION
PART DEPTH = 11 25/32"
ROOF BEAM OR
VERTICAL
V72738
TOP FLANGE = 5" X .135"
240-7
�_ EW ROOF BEAM
SPLICE COLUMN
BOTTOM FLANGE = 5" X .188"
EW
WEB THICKNESS = .135"
ROOF BEAM
PART DEPTH = 11 13/16"
l
j C,
CAiA
'
V72740
TOP FLANGE = 5" X 135"
BOTTOM FLANGE = 5" X .135"ROOF
2EW7
BEAM
oIP
WEB THICKNESS = .135"
(543358V72742
PART DEPTH = 11 25/32"
TOP FLANGE = 5" X .188"289-5
BOTTOM FLANGE = 5" X .188"
CLIPINTERMWPOST
EW POST
WEB THICKNESS - .188" - LOW END TO 10' FROM LOW END�/(543358)
.135" - 10' FROM LOW END TO HIGH ENDPART
DEPTH = 11 7/8"V72744
TOP FLANGE = 5" X .135"
BOTTOM FLANGE = 5" X .135"
119-1
EW
USE (8) 5/8" X 1 1/2" A325T
HI -STRENGTH BOLT 097281 AND
NUT
/8" X 2 1 4A325T
ROOF BEAM
WEB THICKNESS = .164"
EW 5/8" HEAVY HEX. (095233)
POST
TH BOLT (097282 AND
Y HEX. NUT (095 33)
PART DEPTH = 20 1/2" TO 12"
WITH (4) WASHER (095945) TO
BACK-UP SLOTS IN CLIP (543358)
, oArz, mnvo� �. w. °� ENDWALL POST TOP CONNECTION
RM MM01/15/94 IREv. M0.01 II CANOPY BEAM CONNECTION
V72746
TOP FLANGE = 5" X .135"
BOTTOM FLANGE = 5" X .135"
258-6
DETAIL E137 LOW SLOPE RANGE -LIGHT LOAD
DETAIL
C391
EW
CORNER POST
WEB THICKNESS = .135"
PART DEPTH = 11 3/4"
V72748
TOP FLANGE = 5" X .188"
BOTTOM FLANGE = 5" X .313"
312-1
EXTERIOR
WEB THICKNESS = .164" - LOW END TO 15' FROM LOW END
COLUMN
.135" - 15' FROM LOW END TO HIGH END
PART DEPTH = 8" TO 17" TO 20"
V72750
TOP FLANGE = 5" X .313"
BOTTOM FLANGE = 5" X .250"
419-1
ROOF
WEB THICKNESS = .188" - LOW END TO 14'-10 3/4" FROM LOW END
BEAM
.135" - 14'-10 3/4" FROM LOW END TO HIGH END
PART DEPTH = VARIES 21 1/2" TO 16"
V72752
TOP FLANGE = 5" X .250"
BOTTOM FLANGE = 5" X .250"
182-6
ROOF
WEB THICKNESS = .135" - LOW END TO 10'-0 3/8" FROM LOW END
BEAM
.250" - 10'-0 3/8" FROM LOW END TO HIGH END
PART DEPTH = 16"
V72754
TOP FLANGE = 5" X .250"
BOTTOM FLANGE = 5" X .313"
258-6
EXTERIOR
WEB THICKNESS = .135"
COLUMN
PART DEPTH = 8" TO 24"
V72756
TOP FLANGE = 5" X .250"
BOTTOM FLANGE = 5" X .375"
308-1
EXTERIOR
WEB THICKNESS = .135"
COLUMN
PART DEPTH = 8" TO 17" TO 24"
�cV� �QSOR/94iyy
O
V72758
TOP FLANGE = 5" X .250"
BOTTOMFLANGE = 5" X .250"
418-4
ROOF
BEAM
w 070814
WEB THICKNESS = .188" - LOW END TO 14'-10 3/16" FROM LOW END
.135" - 14'-10 3/16" FROM LOW END TO HIGH END�/
EXP.630 G'
CIV IL �N,
Sr Q
TFC_
PART DEPTH = VARIES 28 13/16" TO 20"
rn
V72760
TOP FLANGE = 5" X .250"
FLANGE = 5" X 250"
0
183-2BOTTOM
C
6
ROOF
--�
WEB THICKNESS = .188"
I
BEAM
PART DEPTH = 20'
610151X TOP FLANGE = 5" X .250"
BOTTOM FLANGE = 5" X 250"
i
T
V72762
TOP FLANGE = 6" X 250"
BOTTOM FLANGE = 6" X 500'
251-6
CANOPY
rn
3
EXTERIOR
COLUMN
BEAM WEB THICKNESS = 135"
r ("`�
WEB THICKNESS = .135"
PART DEPTH = 9 7/8" TO 14 7/8"
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION: DRAWING TITLE:
`-'f
DRW: CMSORIANO ENG:
PART DEPTH = 8" TO 28"
i
�
REVISION
NO. 1 REVISION N0. 2
PRODUCT OF THE
CHK: DATE: 08/07/09
T
BUTLER
50X39OX24 LRST 1:12 CROSS
SECTION
DATE:
DATE:
®
UNIT
DRAWING NUMBER:
1 20 LL + SCLL ERECTION DRAWINGg
/
DRAWN aY:Butler
O
Manufacturin ORDER ENGINEERING
NORTH
VALLEY BUILDING s BUILDRITE -
CHICO, CA CHICO, CA
85 MPH EXP C; CBC 07 DETAIL
jRIV•
SHEET ®Og_173920-0200
CHECKED Y.
BlueScopeBuildings
North America, Inc. SYSTEM
Ss=64, S1 =26; SITE D
CHECKED aY:
0
316-3/8 G 240-13/16
(WORK PT TO WORK PT) 49-7/8 (WORK PT TO WORK PT)
58-1 4 47-1/2
00 00
1 8 OV72736-01 3 1 I I/8 I- 1
OV72738-01
3/1 �
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OV72736-02 CO OV72738-02
J LJ HS 3t tt a J L
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1 8 OV72736-04 3/1 0042865 1/ 6
0042866 3/16 1/ 6 3/16 0042866
3/16 OV72738-03 3/16
58-1/4
� 171-13/16
M N
n
N
O
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NOTES:
1. WELD NOT REOUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
2. HTNHLEEGRR(EHSDEEUTT SS ALLOWED
WIHIW D SEISMIC REQUIREMENT.
OLB3 xFUN WIDTH)
A 4.76(1 - 12)
9.8 6 1 0042865 COMP PLATE .375 X 6 X 15-0/8 NOTES?
14.2 5 1 0042853 BASE PLATE .500 X 8 X 12-1/2 1. WELD NOT REQUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
60.1 4 1 OV72736-04 FLANGE ,135 X 5 X 314-1/2 21,3 4 2 0042866 COMP PLATE .375 % 6 X 16-3/4
6319 3 1 OV72738-03 FLANGE .188 X 5 X 240-1/16
32.8 3 1 OV72736-03 WEB .135 % 11-1/2 X 75
105.8 2 1 OV72736-02 WEB .135 X 11-1/2 X 240-1/2 105.6 2 1 OV72738-02 WEB .135 X 11-1/Z % 240-1/16
45.9 1 1 OV72738-01 FLANGE .135 X 5 X 240-1/16
601,3 1 1 OV72736-01 FLANGE ,135 X 5 X 315-1/2
WT ITEM OTY PART N0. NAME SIZE
WT ITEM QN PART N0. NAME SIZE
REVISION NO. Q REVISION N0.
DATE REVISION N0, Q DATE REVISION N0.
NAM NAY
NAN K
{y��0�y1y�Lt1�J EW CORNER POST ® EW ROOF BEAM
H N(R OR CMSORIANO oK 1A-29 HONE( ) _ 0R CMSORIANO K 9wP 1A-29
KT 283.0 N S Y 8-10-09 K 236.7 EN SUPV
ORDER R 173920 FIN -PART B OV72738 00
173920 FIN -PART B OV72736 00
241-7/8 G
289-5 8
G
110-1/16 (WORK PT TO WORK PT) 5-5 8 (WORK PT Jg_4� 4RK PT)
47-1/2
90
1 it
1 8 MaI I
M M
E$
L J
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72742-01
i OV72740-01 0042937 OV72742-02 OV72742-03
-03 72740-02 OV72740
J L J SAW
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NOTES:
0042872 1. WELD NOT REOUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
A-4.76(1 -12)
3.9 1 8 2 1 0042872 STIFFENER ,250 X 2-1/2 X 11
7.4 7 1 1 0042937 END FLANGE .375 X 6 X 11-11/16
9.8 6 1 10042865 COMP PLATE .375 X 6 X 15-3/8S
NOTES:
1 8 10.7 5 1 0042866 COMP PLATE .375 X 6 X 16-3/4 �VO �M• �RrgAti��l 1. WELD NOT REOUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
14.2 4 1 t 10042853 1 BASE PLATE .500 X 8 X 12-1/2
43.1 4 1 OV72740-04 FLANGE .135 % 5 X 225-1/8
26.7 3 1 OV72740-03 WEB .135 X 11-1/2 X 61-1/8 (7 V O 1•n 74,6 3 1 OV72742-03 WEB .135 X 11-1/2 X 169-5/8
79.2 2 t OV72740-02 WEB .135 X 11-1/2 X 180 6 7pg14 73.2 2 1 OV72742-02 WEB .188 X 5 X 28 X 119-1/2
46.1 1 1 OV72740-01 FLANGE ,135 X 5 X 241-1/8 * 154.0 1 2 OV72742-07 FLANGE .188 % S X 289-1/8
1 wr ITEM OTY PART NO, NAME SIZE EXP. 6-30- {� WT ITEM QTY PART NO. NAME SIZE
REVISION NO. Q REVISION NO.
C , REVISION NO. Q REVISION NO. ® �I",� \�Q' D ATE
�TE
gTEOF CK
J CK
EW ROOF BEAM ® EW INTERN POST
n i ,OR
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i " " Y i fl x it 3 315.9 8-10-09
N N
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��..�IIY
KNEE AREA DETAIL ORDER 173920 FIN -PART B OV72740 00 x 173920 FIN -PART B OV72742 00
7 b., r
D
v REVISION N0. 1 HCHECKEDBY
VISION N0. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORIANO ENG:
0 DATE: IJTLEb 50X39OX24 LRST 1:12 CROSS SECTION CHK: DATE: 08/07/09
® DRAWING NUMBER: Rte•
N DRAWN BY: NORTH VALLEY BUILDING S BUILD RITE - UNIT 1 20# LL + 5#CLL FRAME PARTS
Butler Manufacturing ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET ® 09-173920-02D 00
D CHECKED BY: BlueScope Buildings North America, Inc. SYSTEM Ss -64, S1=26; SITE D
m
O
A
119-1 8
G
(WORK PT TO WORK PT)
G
258-3/4
88-1/4
(WORK PT TO WORK PT)
4-1/4
12
_
1
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1/8
OV72744-01
1 8
OV72746-01
CD
OV72744-02
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OV72746-03 1
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NOTES:
NS FS
1,
WELD NOT REQUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
B : 4.76 (1 - 12)
NOTES:
A 4.51 (15/16 - 12)
1. WELD NOT REQUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
8.8 7 2 OV72744-06 STIFFENER ,250 X 2-1/2 X 19-1/4
2. HS - HIGH SEISMIC REQUIREMENT. NO FLANGE BUTT SPLICES ALL
WITHIN WELD LENGTH AREA (LENGTH SHOULD BE 3 x FLANGE WIDTH
6.5 6 2 OV72744-05 STIFFENER .250 X 2-1/2 X 18-3/8
6.2 6 1 OV72744-04 CAP PLATE ,375 X 5 X 11-3/4
8..2 5 f OV72744-04 CAP PLATE .375 X 5 X 11-3/4
14.2 S 1 0042853 BASE PLATE .500 X 8 X 12-1/2
1 8
10.7 t 1 0042866 COMP PLATE .375 % 6 % 16-3/4
49.3 t 1 OV72746-04 FLANGE .135 X 5 X257-7/8
1/8
20.7 3 1 OV7274h03 FLANGE .135 X 5 % 108-1/8
34.2 3 1 OV72746-03 WEB .135 X 11-1/2 X 77-7/8
90.8 2 1 OV72744-02 WEB •164 X 32-15/16 X 120-3/8 (2 FROM)
79.0 2 1 OV72746-02 WEB .135 X 11-1/2 X 180
22.7 1 1 OV72744-01 FLANGE .133 X 5 % 118-3/4
49.3 1 1 OV72746-01 FLANGE ,13S % 5 X257-7/8
WT ITEM QTY PART NO. NAME 512E
WT ITEM QTY PART N0. NAME SIZE
REVISION NO, Q REVISION NO. ®
REVISION NO. REVISION NO.
t 1/8
NAME
NAu
K
NAu RAM
I/
EW ROOF BEAM
PION,(
N °K
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ICROUP 1D-29
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1A-29
11-1 2
N 164.4 N 9 V1-18 -to -09
N 232.2 N U V 8-10-o9
KNE AREA DETAIL
ORDER 173920 FIN -PART g OV72744 00
OR R
173920 FIN -PART g OV72746 R%O
G
312-1/8
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419-1 8
PT TO PT)
(WORK WORK
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10-15/16
1 $
OV72748-0/OV72748-03
1 4
1 4
5 16
1/4 'n
1
1/4
OV72750-01
3/16 (3/1
N
OV72748-02
N
I
OV72750-OS-
CO
OV72750-03
OV72750-02
+
t 8
+ J
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v
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10
DO
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1/8
+
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1 N
1/8 �
+
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+
+
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OV72748-04
0037151
A 1
+
3 16
OV72752-05
3/16
OV72750-04
A 1 3/e 3/8
5/1
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3/16 (3/16
0042918
8
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22-13/16
NOTES:
NOTES:
1. WELD NOT REQUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
1.
WELD NOT REQUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
I
2. CENTER KNEE STIFFENER OVER WP BETWEEN FLANGE AND COMP PLATE,
2
WITH INHIGH WELD SEISMIC
LENGTH AREA (LENGTH SHOULD FLANGEBUTT BE 3 xSPLICES FLANGE WIDTH)
8 4.76 (1 - 12)
C
- 4.76(1 - 12)
A . 0,80
B
- 1.32 (9/32 - 12)
L
2.5 9 2 1 0030877 STIFFENER .250 X 3 X 6
A
2.87 (19/32 - 12)
5.0 7 4 0030877 STIFFENER X 3 X 6
A n
[
7.0 8 2 OV72750-06 STIFFENER .250 X 2-1/2 X 19-7/8
.250
18.0 6 1 OV72752-OS CAP PLATE X 6 X 21-1 /8
_
I
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C/
12.3 7 1 OV72750-05 END FLANGE .375 X 6 X 19-1/4
00
.500
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P j
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28.2 6 1 0042918 CAP PLATE .500 X 8 X 24-7/8
N
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137.3 4 1 OV72748-04 FLANGE ,313 X 5 X 309-11/16
��
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13.2 5 1 0037151 COMP PLATE .375 X 6 X 20-3/4
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OV72750-OB
(D
7 0 8 1
110.1 4 1 OV72750-04 FUNCE .250 X 5 X 395-5/8
ZNS/FS
100.1 2 1 OV72748-02 WEB .164 X 24 X t79-1/2 (2 FROM)
82.8 1 1 FLANGE
NS/FS
1
ANS/FS
w
6-30'
157.0 3 1 OV72750-03 WEB ,135 X 34-3/16 X 240 (2 FROM)
189.72 1 OV72750-02 WEB .188 X 40-1/16 X 180 (2 FROM)
OV72748-01 .188 X 5 X 311-1/16
EXP.
*
185.5 1 1 OV72750-01 FLANGE .313 % 5 X 418-3/8
WT ITEM ON PART N0. NAME 512E
REVISION Q
Q
WT ITEM OTY PART NO. NAME SIZE
003DATE
NO. A REVISION NO. ®
STATE l\0-�0���
REVISION NO. Q REVISION N0.
N
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735.5 8-10-400
CAP PLATE DETAIL
173920 FIN -PART g Ov72748
KNEE AREA DETAIL
173920 FIN -PART
173920 B OV72750
REVISION NO. 1
REVISION NO. 2
BUTLER
PRODUCT OF THE
BUILDER:
PROJECT: BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: CMSORIANO ENG:
DATE:
DATE:
50X39OX24
LRST 1:12
CROSS
SECTION CHK: DATE: 08/07/09
DRAWN BY:
DRAWN BY:
®
NORTH VALLEY BUILDING
S
BUILDRITE
- UNIT 1
20#
LL + 5#CLL
FRAME PARTS DRAWING NUMBER: REV.
Butler Manufacturing
ORDER
ENGINEERING
CHICO, CA
CHICO,
CA
85 MPH
EXP C; CBC 07
DETAIL SHEET
CHECKED BY:
CHECKED BY.
BlueScope Buildings North America, Inc.
'SYSTEM
Ss -64;
S1-26; SITE D
® 09-173920-02E 00
A
USERNAME: Cesar Soriano 08-10-2009 16:00:25
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NOTES:
NOTES:
1. WELD NOT REQUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES,
1. WELD NOT REQUIRED WHERE BLOCKED BY WEB EXCEPT AT FLANGE SPLICES.
2. CENTER KNEE STIFFENER OVER GAP BETWEEN FLANGE AND COMP PLATE.
2. HS -HIGH SEISMIC REQUIREMENT. NO BUTT SPLICES D
A - 4.78 (1 - 12)
WITHiN WELD LENGTH AREA (LENGTH SHOULD BE 3 s FLANGE WIDTM�
SHOULD WID
LA
cp
5.0 8 4 0030877 STIFFENER ,250 % 3 x 6
-4.56 (31/32-12)
n
_04Eta
6.6 7 2 OV72760-0S STIFFENER .250 X 2-1/2 X 18-5/8
1/8v
2.5 7 2 0030877 STIFFENER .250 X 3 X 6
12.6 B 1 OV72760-04 END FLANGE .375 X 6 X 19-13/16
r
0030877
32.7 6 1 0042919 CAP PLATE .500 X 8 X 28-7/8
28.2 5 1 0042918 CAP PLATE .500 X 8 X 24-7/8
NS/FS 1 N
11.5 5 1 0044051 BASE PLATE .500 X 9 X 9
OV72760-05
210 4 1 0032530 COMP PLATE .500 X 6 X 24-3/4
1/ i
213.8 4 1 OV72762-04 FLANGE .500 X 6 X 251-9/16
NS/FS
55.3 3 1 OV72760-03 FLANGE .250 X 5 X 156-3/16
66.1 3 1 OV72762-03 WEB .135 X 48-7/8 X 70-3/4 (2 FROM)
0 0877
0030877
188.6 2 1 OV72760-02 WEB .188 X 19-1/2 X 182-3/8
99.3 2 1 OV72762-02 WEB .135 X 28-7/8 X 180 (2 FROM)
1
S/FS 3/16
NS/FS
64,6 1 1 OV72760-01 FLANGE .250 X 5 X 182-3/8
106.6 i 1 OV72762-01 FLANGE ,250 % 6 % 250-3/4
1/8
WT ITEM OTY PART N0. NAME SIZE
WT ITEM OTY PART NAME
1
REVISION NO. Q REVISION NO.
REVISIONSIZENO.
REVISION NO. REVISION
1/8
1 8
DATE
/ ,
1 /8 ,
NAM NAM
NMI NAL
1
1
K
® ROOF BEAM
® EXTERIOR COLUMN
1-1/2
1-1 2
NON( ) - D K
CMSORIANO
ID -29
MIN ) N CMSORIANO cK ID -29
_
K OAT
381.9 N
8-10-09
K 532.5 N V 8-10-09
I
I
KNEE
AREA
DETAIL
ORDER 173920 FIN -PART B OV72760
0o
CAP PLATE DETAIL
ORDER 173920 FIN -PART B OV72762 00
A.
M Sp,��92 tic
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C 70814
N
* EXP. 6-30-
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N0REVISION
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION: DRAWING TITLE:
DRW: CMSORIANO ENG:
a
N0. 1
REVISION N0. 2
PRODUCT OF THE
DATE: 08/07/09
4) n
DATE:
DATE:
<��'.
-�
5OX39OX24
LRST 1:12
CROSS
CHK:
SECTION
0
® NORTH
VALLEY
BUILDING S
- UNIT
1 20# LL +
5#CLL
FRAME
PARTS DRAWING NUMBER: .
QDRAWN
Z
BY:
DRAWN 8Y:
Butler Manufacturing
ORDER ENGINEERING
CHICO,
CA
.BUILDRITE
CHICO, CA
85 MPH EXP
C; CBC 07
DETAIL
SHEET
®09-173920-02G 00
N�
CHECKED BY:
CHECKED BY:
BlueScopeBuildingsNorthAmerica,Inc.
SYSTEM
Ss -64, S1 —26;
SITE D
�o
rl
a
M
CO
O c
O ;
O l
N
a
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O I
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oa
o/
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oC%
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U
LSI /
Q Q
ZZ
WC
W /
� C
EW
-0"
4 4
390'-6"
20'-0" 30'-0"
FRAME
(TYP.)
4
30'-0"
4
MATCH
LLINE
F565 426 ] F565 426 1--\ F565 426 1
-�\ F565 426
F128
C 421' \ [419 [421] C421
F124 F124 F124 F125 I
[ 427 F564 C 427 F564 C 427 F564 [ 427 F564
413 3 r 402409 1 1409
F393 [ 422 F539 F386 [422 F539 F384 C422 F539 F384 [422 F539 F384
413 1 402 3 4091 14091
F393 F386 I F38a F384 F384
[ 422 F539 C 422 F539 C 422 F539 [ 422 F539
413 3 C 402 1 14091409
F393 F386 F384 F384 F384
[ 428 F539 [ 428 F539 C 428 F539 C 428 F539
I
14131 C 402 1 14091409
F393 F386 F384 F384 F384
[ 428 F539 C 428 F539 C 428 F539 C 428 F539
4131 4021 4091 CC 409
F393 f386 F384 F384 F384
C 428 F539 [ 428 F539 C 428 F539 C 428 F539
H I I I I
413 1 E 402 E 409409
F393 F386 F384 F384 F384
C 428 F539 [ 428 F539 C 428 F539 C 428 f539
413 j C 402 1 C 409 1 C 409
F393 F386 F384 F384 F384
I C 428 F539 I [ 428 F539 I [ 428 F539 I C 428 F539 I
s
F393 413 1 C 402 409 1 14091
F386 F384 F384 F384
C 428 F539 [ 428 F539 [ 428 F539 C 428 F539
4131 14023409 409
I F393 I F386 I F384 I F384 F384 I
[ 428 F538 C 428 F538 C 428 F538 C 428 F538
I
4131 r 402 3 140911409
F393 F386 F384 F384 F384
..__� r-1 r...��_ f—1 r.ne,`Frc.n1 rdoat��
C 428F538 I C 428 F538 I C 428 F538 J C 428 3---tF538J
C 412 I 402 I 407 I 411
F393 F386 F384 F384 F384
[ 425 F549 C 425 F549 [ 425 F549 [ 425 F549
417 415 4171 417
F128 F565 424 F12a F565 424 F124 F565 424 F124 F565 f
Purlin Brace Locations
See Note RS0031 ] ] ] ° ] ° ] o ] o
ROOF SECONDARY STRUCTURAL FRAMING PLAN
STANDARD NOTES:
RS0029 INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
RS0031 PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.
[ — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION,
BRACES MAY ONLY BE REQUIRED AT THE RIDGE. SEE PLAN.
E — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. RIDGE
BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES
ARE ONLY TO AID IN PURLIN ALIGNMENT DURING INSTALLATION.
M. Soni XFti
CIO
�gP qy G%
LU�C70814�T
* EXP. 6-30- it
_9TFOF CA1.1F
5
REVISION N0. 1
REVISION N0. 2
PART SCHEDULE
PRODUCT OF THE
[ ]
PART NAME
PART NUMBER
PART LENGTH FIELD
WORK •
402
PUR U 9.5X.060 2CP
530933 275-4
22'-11 1/2"
407
PUR U 9.5X.077 2CP
530935 395-4
32'-11 1/2"
409
PUR U 9.5X.082 2CP
530936 395-4
32'-11 1/2"
411
PUR U 9.5X.096 2CP
530937 395-4
32'-11 1/2"
4121
PUR U 9.5X.077 4CP
530941 395-4
32'-11 1/2"
413
PUR U 9.5X.082 4CP
530942 395-4
32'-11 1/2"
415
LS ES P 9.5X.096
540515 239-4
19'-11 1/2"
417
LS ES P 9.5X.096
540515 359-4
29'-11 1/2"
419
HS ES P 9.5X.096
540523 239-4
19'-11 1/2'
421
HS ES P 9.5X.096
540523 359-4
29'-11 1/2"
422
CHANNEL PUR BRACE
544013 042-5
3'-6 19/32"
423
1/2 RH—RH
544047 016-0
1'-4"
424
E PRLN BRC ASY
544260 049-0
4'-1"
425
E PRLN BRC ASY
544260 049-0
4'-1"
426
E PRLN BRC ASY
544260 053-0
.4'-5"
427
E PRLN BRC ASY
544260 053-0
4'-5"
428
CHNL BRC — 61-11/16
544285
5'-1 3/4"
STANDARD NOTES:
RS0029 INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
RS0031 PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.
[ — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION,
BRACES MAY ONLY BE REQUIRED AT THE RIDGE. SEE PLAN.
E — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. RIDGE
BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES
ARE ONLY TO AID IN PURLIN ALIGNMENT DURING INSTALLATION.
M. Soni XFti
CIO
�gP qy G%
LU�C70814�T
* EXP. 6-30- it
_9TFOF CA1.1F
5
REVISION N0. 1
REVISION N0. 2
PRODUCT OF THE
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: CMSORIANO ENG:
DATE:
DATE:
BUTLER
50X39OX24 LRST 1:12
ROOF
DATE: 08/07/09
Q
®
NORTH VALLEY BUILDING S
BUILDRITE — UNIT 1
20# LL + 5#CLL
SECONDARY STRUCTURAL
DRAWING NUMBER:
REV.
DRAWN BY;
DRAWN BY:
Butler Manufacturing
ORDER ENGINEERING
CHICO, CA
CHICO, CA
85 MPH EXP C; CBC 07
FRAMING PLAN
®09-173920-04
0.0
CHECKED BY:
CHECKED BY:
BIUASCOpeBUlldingSNOrthAmArica,Inc.
SYSTEM
Ss=64, S1 =26; SITE D
.J
Q
0
Z
W
Z
0
ry
II
4
BAYS
MATCH
LINE ,
4 4 44
390'-6"
20'-0" _ _ 30'-0" _ , _ 30'-0"
In
MATCH
►LINE
F565 426 426 ]-\ F565 \ F565 426 }-� 426
04191 \ [421' [421' (419
I F125 F125 F12a F12a I
( 427 F564 [ 427 F564 [ 427 F564 [ 427 F564
C422 402 F539 F384 [422 14091F539 F384 [422 409 F539 F384 0422 402 F539 384
I
14021 I F384 14091 1409 j 402
C 422 F539 0422 F539 F384
C 42 F539 F384 [ 422 F539 384
402 1 4091 C 409 1 r 402
F384 F384 F384 F384
[ 428 F539 [ 428 F539 [ 428 F539 [ 428 F539
0402 1 14091409 402
I F384 F384 F384 F384 I
( 428 F539 [ 428 F539 [ 428 F539 [ 428 F539
402 1 -- 4091 14091402
F384 F384 F384 F384
[ 428 F539 C 428 F539 [ 428 F539 E 428 F539
I I I I I
C 402409 409 402
F384 F384 F384 F384
C 428 F539 C 428 F539 [ 428 F539 [ 428 F539
402 1 4093 409 1 402
F384 F384 F384 F384
C 428 f539 I C 428 F539 I [ 428 F539 I C 428 F539 I
402 1 14091—{ 409 ' 402
F384 F384 F384 F384
[ 428 F539 C 428 F539 [ 428 F539 [ 428 F539
— C 402 j
I F384 409 I F38a 409 I F384 402 1
F384
[ 428 F538 C 428 F538 ( 428 F538 C 428 F538
402 1 1409 1 C 409 1 r 402
F384 F384F384 384
I C 425 F549 —FF125 0425 F549 F124 0425 F549 F124 0425 F549 124 I
[ 428 F538 I ( 428 F538 I [ 428 F538 I [ 428 F538
I I I I I
0408 1 E 407 3 C 411 1 410
F384 F384 F384 384
[ 425 F549 [ 425 F549 [ 425 f549 [ 425 F549
415 1 141714171 C 415
F565 424 F124 F565 424 F124 F565 424 F124 F565 F
Purlin Broce Locations I o E ] o ] o o E
See Note RS0031
ROOF SECONDARY STRUCTURAL FRAMING PLAN
/
PART SCHEDULE
3
[ ]
PART NAME
PART NUMBER
0
402
PUR U 9.5X.060 2CP
530933 275-4
a
407
PUR U 9.5X.077 2CP
oL
32'-11 1/2"
408
PUR U 9.5X.082 2CP
530936 275-4
22'-11 1/2"
O d
VI
PUR U 9.5X.082 2CP
530936 395-4
32'-11 1/2"
/
0
rn
REVISION NO. 1
REVISION NO. 2
530937 275-4
P UCT OF THE
DATE:
4111
DATE:
530937 395-4
U) ^
BUTLER
R
O
4151
DRAWN BY:
DRAWN BY:
QN
Z -0
417
ButlerManufacturing
540515 359-4
29'-11 1/2"
419
HS ES P 9.5X.096
540523 239-4
ORDER ENGINEERING
CHECKED BY:
N%
CHECKED BY:
540523 359-4
29'-11 1/2"
Blue cope Buildings North America, Inc.
SYSTEM
�0
3'-6 19/32"
423
1/2 RH—RH
544047 016-0
1'-4"
4241
E PRLN BRC ASY
544260 049-0
BUILDER:
NORTH VALLEY BUILDING S
CHICO, CA
PROJECT:
BUILDRITE — UNIT .1
CHICO, CA
BUILDING ORDER DESCRIPTION
50X39OX24 LRST 1:12
20# LL + 5#CLL
85 MPH EXP C; CBC 07
Ss=64, S1=26; SITE D
DRAWING TITLE:
ROOF
SECONDARY STRUCTURAL
FRAMING PLAN
r
��&gwW SOR�92 2cGO
VO m
w C 70814 X
i * EXP- 6-30- kf *
sr CIVIC-
9TFOF C A0
t i"
Tr
",'
DRW: CMSORIANO ENG:
CHK: DATE: 08/07/09
DRAWING NUMBER: 1111 REV.
®09-173920-04A 1111 00
PART SCHEDULE
[ ]
PART NAME
PART NUMBER
PART LENGTH FIELD
WORK •
402
PUR U 9.5X.060 2CP
530933 275-4
22'-11 1/2"
407
PUR U 9.5X.077 2CP
530935 395-4
32'-11 1/2"
408
PUR U 9.5X.082 2CP
530936 275-4
22'-11 1/2"
4091
PUR U 9.5X.082 2CP
530936 395-4
32'-11 1/2"
4101
PUR U 9.5X.096 2CP
530937 275-4
22'-11 1/2"
4111
PUR U 9.5X.096 2CP
530937 395-4
32'-11 1/2"
4151
LS ES P 9.5X.096
540515 239-4
19'-11 1/2"
417
LS ES P 9.5X.096
540515 359-4
29'-11 1/2"
419
HS ES P 9.5X.096
540523 239-4
19'-11 1/2"
421
HS ES P 9.5X.096
540523 359-4
29'-11 1/2"
422
CHANNEL PUR BRACE
544013 042-5
3'-6 19/32"
423
1/2 RH—RH
544047 016-0
1'-4"
4241
E PRLN BRC ASY
544260 049-0
4'-1"
425
E PRLN BRC ASY
544260 049-0
4'-1"
426
E PRLN BRC ASY
1 544260 053-0 1
4'-5"
427
E PRLN BRC ASY
1 544260 053-0 1
4'-5"
428
CHNL BRC — 61-11/1.6
1 544285 1
5'-1 3/4"
DRAWING TITLE:
ROOF
SECONDARY STRUCTURAL
FRAMING PLAN
r
��&gwW SOR�92 2cGO
VO m
w C 70814 X
i * EXP- 6-30- kf *
sr CIVIC-
9TFOF C A0
t i"
Tr
",'
DRW: CMSORIANO ENG:
CHK: DATE: 08/07/09
DRAWING NUMBER: 1111 REV.
®09-173920-04A 1111 00
(� 10
BAYS
MATCH
LINE ,
390'-6"
_",
30'-0"
20'-0"
MATCH
F565 426421 F565 426 J—�\ F 421 F565 426 ]—\ F41yF565 426
1
I 421 F124 F125 F125 C 427 F125 I
[ 427 F564 C 427 F564 F564 [ 427 f564
14073 C
F384 40� F384 407 F384 404 384
C 422 F539 C 422 F539 C 422 F539 [ 422 F539
x407 407 I F384 407 404
F384
C 42 F539 C 422 F539 C 422 F539 F384 C 422 F539 384
407 1 1407 j 14071404
F384 F384 F384 F384
C 428 F539 [ 428 F539 C 428 F539 C 428 F539
14071 C 407 1 C 407 j C 404 1
I F384 F384 F38a F384
[ 428 F539 C 428 F539 C 428 F539 C 428 F539
--- C 407 1 14073 4071 C 404
F38a F384 F384 F384
[ 428 F539 C 428 F539 C 428 F539 C 428 F539
s 407 I407 I 407 I 404
F384 F384 F384 F384
[ 428F539 C 428 F539 C 428 F539 C 428F539
407 4071 407 404
F384 F384 F384 F384
I C 428 F539 I C 428 F539 I [ 428 F539 I [ 428 F539 I
4071 4071 407 404
F384 F384 F384 F384
[ 428 F539 C 428 f539 C 428 F539 C 428 F539
0407 1 C 407 3 C 407 I F384 404 F384 I
I F384 I F384
C 428 F538 C 428 F538 C 428 F538 C 428 F538
407 1 _ 407_
4
F384 F384
4071 F384 04 384
I [ 425 F549 C 425 F549 [ 425 F549 C 425 F54
`' 9
F124 F124 F125 125
__ • 417 __.... •ei 17 rca� a9l 15 F566
[ 428 F538 I C 428 F538 I C 428 F538 I [ 428 F538 1
407 I 407 I 407 I 40,
F384 F384 F384 384
[ 425 F549 C 425 F549 C 425 F549 [ 425 F549
417 415
417 F565 424 F124 ail F565 424 F124 F565 424 F124 F565 F
Purlin Brace Locations0 0 1 0 1 0 1
See Note RS0031
ROOF SECONDARY STRUCTURAL FRAMING PLAN
�����P�M. SpR�92 y\
CO
V<v O m
C 70814 ;0
\�CIVIV
TS FCA `05��P
PART SCHEDULE
[ 1
PART NAME
PART NUMBER
PART LENGTH FIELDWORK •
402
PUR U 9.5X.060 2CP
530933 275-4
22'-11 1/2"
404
PUR U 9.5X.067 2CP
530934 275-4
22'-11 1/2"
407
PUR U 9.5X.077 2CP
530935 395-4
32'-11 1/2"
415
LS ES P 9.5X.096
540515 239-4
19'-11 1/2"
417
LS ES P 9.5X.096
540515 359-4
29'-11 1/2"
419
HS ES P 9.5X.096
540523 239-4
19'-11 1/2"
421
HS ES P 9.5X.096
540523 359-4
29'-11 1/2"
422
CHANNEL PUR BRACE
544013 042-5
3'-6 19/32"
423
1/2 RH—RH
544047 016-0
1'-4"
424
E PRLN BRC ASY
544260 049-0
4'-1"
4251
E PRLN BRC ASY
544260 049-0
4'—i"
4261
E PRLN BRC ASY
544260 053-0
4'-5"
4271
E PRLN BRC ASY
544260 053-0
4'-5"
4281
CHNL BRC — 61-11/16
544285
5'-1 3/4"
�����P�M. SpR�92 y\
CO
V<v O m
C 70814 ;0
\�CIVIV
TS FCA `05��P
n
E tp
BUILDER: PROJECT:
BUILDING ORDER DESCRIPTION: DRAWING TITLE:
DRW: CMSORIANO ENGi
REVISION N0. 1 REVISION N0. 2
PRODUCT OF THE
CHK: DATE: 08/07/09
DATE; DATE:
UTL.ER
®
—�
BUILD RITE — UNIT 1
50X39OX24 LRST 1:12 ROOF
20# LL + 5#CLL SECONDARY STRUCTURAL
DRAWING NUMBER: Rte•
ow,wN BY: oaAwN er:
Butler Manufacturing
O NORTH VALLEY BUILDING S
ORDER ENGINEERING CHICO, CA CHICO, CA
85 MPH EXP C; CBC 07 FRAMING PLAN
9_ 173920-04B 00
® 09_1
CHECKED 9V: CHECKED 6V:
BlueScopeBuildingsNorthAmerhm,Inc.
SYSTEM
SS -64, S1 —26; SITE D
13 14 15 rEW
390'-6" BAYS 30'-0" 17'-0" 23'-0"
FRAME 41 1
(TYP.)
MATCH
LINEAAV///,//
J
J
I
f565 426 4565 426
421 F124 418 1
F124 420
I C 42 F564E 427 3---FF564I C427 F564
406 F38 403 1
F386 405 F128
0422 F539 22 F539 C 422 F539
C 406 3 I F38 403 ] F386 14051
F128
[ 422 F539 22 F539 [ 422 F539 r.l
CC 406 3 C 403]-- 405
F384 F386 �
K
[ 428 F539 [ 428 F539 [ 428 F539 CY
C 406 1
F384 403 } -- F386 -{ 405
[ 428 F539 [ 428 F539 [ 428 F539 I N
U Cn
4063 4031 405 3 w r�)
F384 F386 0
[ 428 F539 C 428 F539 [ 428 F539 U
I�
C 406 I 403 405 I C.)
F384 F386 U
[ 428 F539 C 428 F539 [ 428 F539 4 m
406 403 3 405 1 0
F384 F386 �
I C 428 F539 I C 428 F539 I [ 428 F539
- C 406 403 3 405 ' rn
F384 F386 M
[ 428 F539 [ 428 F539 [ 428 F539
C7
C 406 3
I F384 14033 I F386 405 0
[ 428 F538 C 428 F538 C 428 F538 w
N
14061 403 1 1405
F384 F386
I [ 425 F549 425 F549 [425 F549
F124 F124
423 406 F566 423 �� F566 423 05 F566
F384 F386
[ 428 F538 C 428 F538 C 428 F538
C 406 1 I 401 I 405
F384 F386
E 42 F549 425 [425 F549
417 414 416
4565 424 F124 4565F549 424 F124
Purlin Brace Locations _ T 1 0_ 1
See Note RS0031 I ' I I
ROOF SECONDARY STRUCTURAL FRAMING PLAN
REVISION NO. 1 REVISION NO. 2
DATE: DATE: YU / r LEAV
DRAWN BY: DRAWN BY:
Butler Manufacturing
CHECKED BY: CHECKED BY: Bl�eScope Buildings North America, Inc.
PRODUCT OF THE
ORDER ENGINEERING
SYSTEM
BUILDER:
NORTH VALLEY BUILDING S
CHICO, CA
3
0
I
0
in
3
N
PROJECT:
BUILDRITE — UNIT 1
CHICO, CA
BUILDING ORDER DESCRIPTION:
50X39OX24 LRST 1:12
20# LL + 5#CLL
85 MPH EXP C; CBC 07
Ss=64, S1=26; SITE D
DRAWING TITLE:
ROOF
SECONDARY STRUCTURAL
FRAMING PLAN
`����P�M. Sp,��9 Fy\
0
U C 70814
* Ev.6-3041
d>', Civil.
\TFOF CA��F��
t w irk/j pyj}
DRW: CMSORIANO ENG'-'-
HK:
NG:HK: DATE: 08/07/09
DRAWING NUMBER: REV.
®09-173920-04C 11 00
PART SCHEDULE
[ ]
PART NAME
PART NUMBER
PART LENGTH FIELD
WORK •
401
PUR U 9.5X.060 2CP
530933 239-4
19'-11 1/2"
403
PUR U 9.5X.067 2CP
530934 239-4
19'-11 1/2"
405
PUR U 9.5X.067 2CP
530934 317-4
26'-5 1 2"
406
PUR U 9.5X.067 2CP
530934 395-4
32'-11 1/2"
4141
LS ES P 9.5X,096
540515 203-4
16'-11 1/2"
416
LS ES P 9.5X.096
540515 281-4
23'-5 1/2"
417
LS ES P 9.5X.096
540515 359-4
29'-11 1/2"
418
HS ES P 9.5X.096
540523 203-4
16'-11 1/2"
420
HS ES P 9.5X.096
540523 281-4
23'-5 1/2"
471
HS ES P 9.5X.096
540523 359-4
29'-11 1/2"
422
CHANNEL PUR BRACE
544013 042-5
3'-6 19/32"
423
1/2 RH—RH
544047 016-0
1'-4"
424
E PRLN BRC ASY
544260 049-0
4'-1"
425
E PRLN BRC ASY
544260 049-0
4'-1"
426
E PRLN BRC ASY
544260 053-0
4'-5"
427
E PRLN BRC ASY
544260 053-0
4'-5"
428
CHNL BRC — 61-11/16
544285
5'-1 3/4"
BUILDING ORDER DESCRIPTION:
50X39OX24 LRST 1:12
20# LL + 5#CLL
85 MPH EXP C; CBC 07
Ss=64, S1=26; SITE D
DRAWING TITLE:
ROOF
SECONDARY STRUCTURAL
FRAMING PLAN
`����P�M. Sp,��9 Fy\
0
U C 70814
* Ev.6-3041
d>', Civil.
\TFOF CA��F��
t w irk/j pyj}
DRW: CMSORIANO ENG'-'-
HK:
NG:HK: DATE: 08/07/09
DRAWING NUMBER: REV.
®09-173920-04C 11 00
FLANGE
LIP
a RADIUS
o THICKNESS
C — SECTION DESIGN INFORMATION
PART DEPTH
FLANGE
LIP THICKNESS RADIUS
HS ES P 9.5X.096 540523 9 1/2"
1 3 1/2"
1 1/8" 1 .096" 1 5/16"
LS ES P 9 5X 096 540515 9 1/2"
13 1/2"
11 1/8" 1 .096" 1 5/16"
SAVE STRUT
USE (2) 5/8" X 1 1/2" A325T
HI -STRENGTH BOLT (097281) AND
5/8" HEAVY HEX. NUT (095233)
a- r EAVE STRUT
ROOF BEAM OR
VERTICAL SPLICE
COLUMN
DETAIL F124 EAVE STRUT CONNECTION TO INTERM. FRAME
FLANaA� 1, � FRAME
,4 1i2
= 7RADIUS
H
Li
o THICKNESS Ip
l
1M_
Z — SECTION DESIGN INFORMATION CONTINUOUS
PURLIN �� \
PART DEPTH FLANGE LIP THICKNESS RADIUS \
PUR U 9.5X.060 2CP 530933 9 1/2" 2 3/4" 1 1/16" .060" 1/4" ROOF BEAM I 1
PUR U 9.5X.067 2CP 530934 9 1/2" 2 3/4" 1 1/16" .067" 1/4"
PUR U 9.5X.077 2CP 530935 9 1/2" 2 3/4" 1 1/16" .077" 1/4 USE (6) 1/2" X 1-1/2-
PUR U 9.5X.077 4CP 530941 9 1/2" 2 3/4" 1 1/16" .077" 1/4" HEX. BOLT (095195) AND
PUR U 9.5X.082 2CP 530936 9 1/2" 2 3/4" 1 1/8" .082" 1/4- 1/2" HEX. NUT (095032)
PUR U 9.5X.082 4CP 530942 9 1/2" 2 3/4" 1 1/8" .082" 1/4" CONTINUOUS -�
PURLIN
PUR U 9.5X.096 2CP 530937 9 1/2" 2 3/4" 11 3/16"
.096' 1/4
i
M
O
O
60
0 Q
0 3
O
N
1 �
O O
N
0 01
O r7
n
t7
o .E
c
O
N %
O REVISION NO. 1
� N
(U r DATE: DATE:
U
N DRAWN BY: DRAWN BY:
of momommo�
OCHECKED BY: CHECKED BY:
DETAIL F386
CHANNEL
CONTINUOUS SPAN PURLIN CONNECTION
END BAY LOCATION - 9-1/2" PURLIN
BEND TABS TOWARD EAVE STRUT
WEB AND USE (2)
SEE11/32" x 7/8" T-45 GRAY
DETAIL F551 EF SCRUBOLT (097351) AND
FOR PURLIN BRACE SCRUBOLT NUT (097267)
CONNECTION /(HEAD OF SCRUBOLT TO BE ON
REINFORCING
PLATE
J(543047)
EAVE STRUT
USE (6) 5/8" X 1 1/2"
A325T HI -STRENGTH BOLT
(097281) AND 5/8"
HEAVY HEX. NUT
(095233) EAVE STRUT
ROOF BEAM OR
VERTICAL SPLICE
COLUMN
DATE: 01/1"' . ■°. °i EAVE STRUT CONNECTION TO INTERM. FRAME
DETAIL F125 STRUT CONNECTION
PURLIN
ROOF BEAM
CLIP
(543029)
USE (4) 1/2" X 1-1/2"
HEX. BOLT (095195) AND
1/2" HEX. NUT (095032)
DATE: 1 1n giro�.
DETAIL F393 PURLIN CONNECTION TO EW ROOF BEAM
ERECTION NOTE:
WHEN A CHANNEL BRACE IS NOT ABLE TO BE
IN ALIGNMENT WITH ANOTHER CHANNEL BRACE
FOR A DROP PIN CONNECTION, BEND THE
CHANNEL TABS TOWARD THE PURLIN WEB AND
USE A SELF -DRILLER (097274) TO ATTACH.
USE (2)
SELF -DRILL
SCREWS
(097274)
EAVE
STRUT
USE (2) 5/8" X 1 1/2" A325T
HI—QTRFNrTI4 RC11T (007281) AND
)95233)
CONTINUOUS
PURLIN
FRAMF
ROOF BEAM a
EAM IUSE (6) 1/2" X 1-1/2"
HEX. BOLT (095195) AND
1/2" HEX. NUT (095032)
DETAIL F128 I EAVE STRUT CONN. TO INT, FRAME ENDWALL
CHANNEL
PURLIN BRACE 1
(TYP.)
/
/ PURLIN
DETAIL F551 J
LUSE (1) 1/4" X 6-1/4"
DROP PIN (097556)
(TYP, PER EACH END)
DATE: 11v17/oe �. W. o. SINGLE CHANNEL PURLIN BRACE
DETAIL F538 ENDING AT PURLIN WEB LOCATION
ERECTION NOTE:
CHANNEL BRACES THAT END AT A PURLIN
WEB, BUT DO NOT HAVE TABS TO BEND AND
SECURE. INSERT CLIP (544015) THROUGH
WEB SLOTS AND USE A DROP PIN TO ATTACH
TO CHANNEL BRACE.
USE (1) 1/4" X 6 -1/4 -
DROP PIN (097556)
WEB (ENDING 5444015)CLIP
L-PURLIN
DATE: 07/27/05 1 W. NO. oo CHANNEL BRACE ENDING AT PURLIN WEB
DETAIL F561 I WEB ENDING CLIP WITH DROP PIN
DETAIL F384
CHANNEL
PURLIN BRACE
(TYP.)
CONTINUOUS
PURLIN
CONTINUOUS SPAN PURLIN CONNECTION
INTERMEDIATE LOCATION - 9-1/2" PURLIN
wil"Ris
PURLIN
lUSE (1) 1/4" X 6-1/4"
DROP PIN (097556)
(TYP, PER EACH END)
.' °' SINGLE CHANNEL PURLIN BRACE
DETAIL F539 INTERMEDIATE LOCATION
BEND TABS TOWARD EAVE STRUT
WEB AND USE (2)
CHANNEL 11/32" x 7/8" T-45 GRAY
PURLIN BRACE SCRUBOLT (097351) AND
SCRUBOLT NUT (097267)
(HEAD OF SCRUBOLT TO BE ON
DETAIL
OUTSIDE OF EAVE STRUT)
F561 /
a
EAVE PURLIN y `EAVE
STRUT
X/ �CE ASSY,
DROP PIN USE (4) 1/2" HEX
NUTS (095032)
PURLIN
MM: °'n'ro' JM. W. 00 PURLIN BRACE
DETAIL F564 AT EAVE-TOP PURLIN FLANGE TOWARD STRUCT. LINE
�/�k•5P� 0-
SpR�` F,yc
=J y 2
�UC70814��
* EXP. 6.301.4f ,t
ASS CIVIL
IVr.. V
p rl
BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORIANO ENG:
50X39OX24 LRST 1:12 ROOF CHK: DATE: 08/07/09
20# LL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER: REV,
85 MPH EXP C; CBC 07 DETAIL SHEET
Ss=64, S1=26; SITE D III 09 —173920-04D 00
USE (4) 1/2" HEX y
EAVE PURLIN y
�ruKUly
NUTS (095032) PURLIN
BRACE ASSY.
"e'' °"TE` °'/"^" FM' W. 02
PURLIN BRACE
DATE' 01/'/00 "`V' N0. 00
CHANNEL BRACE ENDING AT PURLIN WEB
DETAIL F549
DETAIL F551
AT EAVE-TOP PURLIN FLANGE AWAY FROM STRUCT, LINE
SELF -DRILLER WITH BENT TABS
NOTES:
CANOPY PURLIN
EAVE PURLIN BRACE WILL NOT
LINE UP DIRECTLY OVER CENTER
FIELD WORK 9/16" DIA.
LINE OF FRAME AT PURLIN
HOLES IN EAVE STRUT
LOCATION. IT WILL NEED TO 1\1 FRgME
TO ACCOMMODATE RODS.
(544027)
BE OFFSET AS SHOWN TO MATCH
Z"
USE
TOP AND BOTTOM
UP WITH AN EXISTING HOLE IN
1/2"(BLDG.
HEX E STRUT
THE WEB. 1�
1
NUT (095032)
USE (2) 1/2" Z"
EAVE BRACE STRAP AT INTERMEDIATE FRAMES
"`V' DATE` °'"006' "o. of
HEX NUTS (095032) PURLIN
DETAIL F565
DETAIL F566
PURLIN BRACE OFFSET AT PURLIN LOCATION
OPTION AT EAVE PURLIN BRACE
USE (3) 11/32- X 1 -1/4-
-1/4"T-45
PRODUCT OF THE
T -45GRAY SCRUBOLTaIo
I
PROJECT:
(097352) AND
UNIT 1
SCRUBOLT NUT
<
(097267).(HEAD
NORTH VALLEY
EAVE
STRUT
USE (2) 5/8" X 1 1/2" A325T
HI—QTRFNrTI4 RC11T (007281) AND
)95233)
CONTINUOUS
PURLIN
FRAMF
ROOF BEAM a
EAM IUSE (6) 1/2" X 1-1/2"
HEX. BOLT (095195) AND
1/2" HEX. NUT (095032)
DETAIL F128 I EAVE STRUT CONN. TO INT, FRAME ENDWALL
CHANNEL
PURLIN BRACE 1
(TYP.)
/
/ PURLIN
DETAIL F551 J
LUSE (1) 1/4" X 6-1/4"
DROP PIN (097556)
(TYP, PER EACH END)
DATE: 11v17/oe �. W. o. SINGLE CHANNEL PURLIN BRACE
DETAIL F538 ENDING AT PURLIN WEB LOCATION
ERECTION NOTE:
CHANNEL BRACES THAT END AT A PURLIN
WEB, BUT DO NOT HAVE TABS TO BEND AND
SECURE. INSERT CLIP (544015) THROUGH
WEB SLOTS AND USE A DROP PIN TO ATTACH
TO CHANNEL BRACE.
USE (1) 1/4" X 6 -1/4 -
DROP PIN (097556)
WEB (ENDING 5444015)CLIP
L-PURLIN
DATE: 07/27/05 1 W. NO. oo CHANNEL BRACE ENDING AT PURLIN WEB
DETAIL F561 I WEB ENDING CLIP WITH DROP PIN
DETAIL F384
CHANNEL
PURLIN BRACE
(TYP.)
CONTINUOUS
PURLIN
CONTINUOUS SPAN PURLIN CONNECTION
INTERMEDIATE LOCATION - 9-1/2" PURLIN
wil"Ris
PURLIN
lUSE (1) 1/4" X 6-1/4"
DROP PIN (097556)
(TYP, PER EACH END)
.' °' SINGLE CHANNEL PURLIN BRACE
DETAIL F539 INTERMEDIATE LOCATION
BEND TABS TOWARD EAVE STRUT
WEB AND USE (2)
CHANNEL 11/32" x 7/8" T-45 GRAY
PURLIN BRACE SCRUBOLT (097351) AND
SCRUBOLT NUT (097267)
(HEAD OF SCRUBOLT TO BE ON
DETAIL
OUTSIDE OF EAVE STRUT)
F561 /
a
EAVE PURLIN y `EAVE
STRUT
X/ �CE ASSY,
DROP PIN USE (4) 1/2" HEX
NUTS (095032)
PURLIN
MM: °'n'ro' JM. W. 00 PURLIN BRACE
DETAIL F564 AT EAVE-TOP PURLIN FLANGE TOWARD STRUCT. LINE
�/�k•5P� 0-
SpR�` F,yc
=J y 2
�UC70814��
* EXP. 6.301.4f ,t
ASS CIVIL
IVr.. V
p rl
BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORIANO ENG:
50X39OX24 LRST 1:12 ROOF CHK: DATE: 08/07/09
20# LL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER: REV,
85 MPH EXP C; CBC 07 DETAIL SHEET
Ss=64, S1=26; SITE D III 09 —173920-04D 00
OF SCRUBOLT
TO BE ON
OUTSIDE OF
EAVE STRUT)
EAVE PURLIN BRACE
DETAIL F561
(544260 -XXX)
CANOPY PURLIN
PURLIN BRACE
EAVE BRACE SISTRUT
ROD (544047-016)
(544027)
TOP AND BOTTOM
N0' °'
EAVE BRACE STRAP AT INTERMEDIATE FRAMES
"`V' DATE` °'"006' "o. of
RODS AT CANOPY
DETAIL F565
DETAIL F566
PURLIN BRACE OFFSET AT PURLIN LOCATION
OPTION AT EAVE PURLIN BRACE
REVISION NO. 2
PRODUCT OF THE
BUILDER:
PROJECT:
UNIT 1
®
NORTH VALLEY
BUILDING S
BUILDRITE —
Butler Manufacturing
ORDER ENGINEERING
CHICO, CA
CHICO, CA
BlueScope Buildings North America, Inc.
SYSTEM III
EAVE
STRUT
USE (2) 5/8" X 1 1/2" A325T
HI—QTRFNrTI4 RC11T (007281) AND
)95233)
CONTINUOUS
PURLIN
FRAMF
ROOF BEAM a
EAM IUSE (6) 1/2" X 1-1/2"
HEX. BOLT (095195) AND
1/2" HEX. NUT (095032)
DETAIL F128 I EAVE STRUT CONN. TO INT, FRAME ENDWALL
CHANNEL
PURLIN BRACE 1
(TYP.)
/
/ PURLIN
DETAIL F551 J
LUSE (1) 1/4" X 6-1/4"
DROP PIN (097556)
(TYP, PER EACH END)
DATE: 11v17/oe �. W. o. SINGLE CHANNEL PURLIN BRACE
DETAIL F538 ENDING AT PURLIN WEB LOCATION
ERECTION NOTE:
CHANNEL BRACES THAT END AT A PURLIN
WEB, BUT DO NOT HAVE TABS TO BEND AND
SECURE. INSERT CLIP (544015) THROUGH
WEB SLOTS AND USE A DROP PIN TO ATTACH
TO CHANNEL BRACE.
USE (1) 1/4" X 6 -1/4 -
DROP PIN (097556)
WEB (ENDING 5444015)CLIP
L-PURLIN
DATE: 07/27/05 1 W. NO. oo CHANNEL BRACE ENDING AT PURLIN WEB
DETAIL F561 I WEB ENDING CLIP WITH DROP PIN
DETAIL F384
CHANNEL
PURLIN BRACE
(TYP.)
CONTINUOUS
PURLIN
CONTINUOUS SPAN PURLIN CONNECTION
INTERMEDIATE LOCATION - 9-1/2" PURLIN
wil"Ris
PURLIN
lUSE (1) 1/4" X 6-1/4"
DROP PIN (097556)
(TYP, PER EACH END)
.' °' SINGLE CHANNEL PURLIN BRACE
DETAIL F539 INTERMEDIATE LOCATION
BEND TABS TOWARD EAVE STRUT
WEB AND USE (2)
CHANNEL 11/32" x 7/8" T-45 GRAY
PURLIN BRACE SCRUBOLT (097351) AND
SCRUBOLT NUT (097267)
(HEAD OF SCRUBOLT TO BE ON
DETAIL
OUTSIDE OF EAVE STRUT)
F561 /
a
EAVE PURLIN y `EAVE
STRUT
X/ �CE ASSY,
DROP PIN USE (4) 1/2" HEX
NUTS (095032)
PURLIN
MM: °'n'ro' JM. W. 00 PURLIN BRACE
DETAIL F564 AT EAVE-TOP PURLIN FLANGE TOWARD STRUCT. LINE
�/�k•5P� 0-
SpR�` F,yc
=J y 2
�UC70814��
* EXP. 6.301.4f ,t
ASS CIVIL
IVr.. V
p rl
BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORIANO ENG:
50X39OX24 LRST 1:12 ROOF CHK: DATE: 08/07/09
20# LL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER: REV,
85 MPH EXP C; CBC 07 DETAIL SHEET
Ss=64, S1=26; SITE D III 09 —173920-04D 00
3
O
O
C
O
0 O
oa
0
O N
4 0)
Gl
U
W N
QW v
Z
Cf O
w
n 0
531
s
O
I
in
I ( 531
o I
u'1
531
0
I
Ln
531
o I
Ln
531
0
iC1
-6"
FOR BASE ANGLE
INSTALLATION SEE
DRAWINGS 1081505 AND
1081506 G247
MATCH
LAkA INE
-6" I 17'-0" J- 30'-0" 20'-0"
-6"
16
505520
15
14
13
CtD
0
I
PART LENGTH
1-
529—
Ln
GIRT UP 9:5X.060
550303 013-2
514 �
STRUCTURAL ELEVATION
G006
in
G006
550303 079-2
G006
--
{ 523 �
LO
522 1
C 520 1
C 520 1
1/4"
C 506
LO
U
5051
15201511]--
p
I
G006
M
G006
G�006
G006
M
G006
co
5071
�n
MATCH
0 o
515 ] —
3
505520
0
550304 229-2
G006
1/4"
C006
5091
G006
15201520
1
1/4"
5063
5101
C 520
550304 229-2
p
I
G006
3
5051
G006
15201512)-
0
12)-
�E
512
v1
550304 229-2
00-
0_V1
1/4"
u) /
513
O
0 N
505
505 1
rn
Un
C 520 1
15
E 508 71-
FOR BASE ANGLE
INSTALLATION SEE
DRAWINGS 1081505 AND
1081506 G247
MATCH
LAkA INE
-6" I 17'-0" J- 30'-0" 20'-0"
-6"
G247
30'-0"
390'-6"
10 d7
LEFT SW STRUCTURAL ELEVATION AT GRID F.9
—[507 1 15201520 506 j 519
G006 0006 G006 G006 G252
—{ 510 j c 520 1 15201 506 1 15191
G006 G006 G006 G006 I G252
—{ 516 520 3 5201 C 506 1 519
G006 G006 G006 G006 G252
513 1 15201520 5061 { 519
G006 G006 G006 G006 I 0252
—{ 509 1 C 520 1 C 520 1 E 506 1 1751971
16
FIELD WORK SCHEDULE
15
14
13
CtD
0
I
PART LENGTH
1-
529—
Ln
GIRT UP 9:5X.060
550303 013-2
LEFT SW
STRUCTURAL ELEVATION
AT GRID F.9
in
GIRT UP 9.5X.060
550303 079-2
0
I
--
{ 523 �
LO
522 1
C 520 1
C 520 1
1/4"
C 506
LO
U
520
N
p
I
G006
M
G006
G�006
G006
M
G006
co
5071
�n
MATCH
0 o
LINE
3
5081
0
550304 229-2
N
I �
1/4"
6
5091
530 1
15201520
1
1/4"
5063
5101
C 520
550304 229-2
p
I
G006
3
G006
G006
G006
0
G006
�E
512
v1
550304 229-2
00-
0_V1
1/4"
u) /
513
O
0 N
REVISION NO. 1
rn
Un
DATE:
15
514
526 3
15201520
'
1/4"
506 3
515
15203
550304 229-2
p
I
G006
5
G006
G006
G006
- %
G006
17
�o
�n
550324 193-2
16'-1
1/4"
518
GIRT UP 9.5X.077
550324 271-2
22'-7
1/4"
519
15241
c 520 1
C, 520 1
1/4"
5061
520
c 520
550324 349-2
p
I
G006
G006
G006
G006
29'-1
G006
20
522
iU')
550324 349-2
29'-1
1/4"
13
523
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4 1.
22
5241
528 1
520 1
c 520 1
1/4"
C 506 3
525
C 520
550324 349-2
p
I
G006
16
G006
G006
G006
29'-1
G006
14
527
in
550324 349-2
29'-1
1/4"
23
528
GIRT UP 9.5X.077
550324 349-2
29'-1
-
12
529
GIRT UP 9.5X,077
550324 349-2
FOR BASE ANGLE
1/4"
21
5,30
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
10
531
INSTALLATION SEE
550325 271-2
22'-7
1/4"
5.34
GIRT UP 9.5X.096
550326 229-2
19'-1
1/4"
DRAWINGS 1081505 AND
535
GIRT UP 9.5X.096
550326 229-2
19'-1
1/4"
MATCH
538
G247
G2a7
1081506 G2a7
1/4"
539
G2a7 MATCH
580284 167-4
LINE
1/2"
30'-0"
FRAME
TYP 30'-0"
30'-O"
580282 174-4
20'-0"
1/2"
30'-0" AkALINE
G247
30'-0"
390'-6"
10 d7
LEFT SW STRUCTURAL ELEVATION AT GRID F.9
—[507 1 15201520 506 j 519
G006 0006 G006 G006 G252
—{ 510 j c 520 1 15201 506 1 15191
G006 G006 G006 G006 I G252
—{ 516 520 3 5201 C 506 1 519
G006 G006 G006 G006 G252
513 1 15201520 5061 { 519
G006 G006 G006 G006 I 0252
—{ 509 1 C 520 1 C 520 1 E 506 1 1751971
0
I
FIELD WORK SCHEDULE
---[ 5211 ---
.n
[ ]
PART NAME
0
I
PART LENGTH
1-
529—
Ln
GIRT UP 9:5X.060
550303 013-2
0
I
1/4"
525 3
in
GIRT UP 9.5X.060
550303 079-2
0
I
--
{ 523 �
LO
GIRT UP 9.5X.060
550303 091-2
CID
1/4"
527 �
LO
U
GIRT UP 9.5X.060
N
16'-1
1/4"
M
5061
GIRT UP 9.5X.067
550304 229-2
M
1/4"
co
5071
GIRT UP 9.5X.067
MATCH
0 o
LINE
3
5081
0
550304 229-2
N
I �
1/4"
6
5091
I O
550304 229-2
p� N
1/4"
om
M
5101
f`
550304 229-2
19'-1
1/4"
3
5111
0
550304 229-2
0
1/4"
�E
512
O
N
550304 229-2
00-
0_V1
1/4"
u) /
513
O
0 N
REVISION NO. 1
rn
Un
DATE:
15
514
GIRT UP 9.5X.067
550304 229-2
w%
1/4"
9
515
DRAWN BY:
550304 229-2
Q
Z�
1/4"
5
w
GIRT UP 9.5X.067
550304 229-2
- %
CHECKED BY:
17
�o
GIRT UP 9.5X.077
550324 193-2
16'-1
1/4"
G247
30'-0"
390'-6"
10 d7
LEFT SW STRUCTURAL ELEVATION AT GRID F.9
—[507 1 15201520 506 j 519
G006 0006 G006 G006 G252
—{ 510 j c 520 1 15201 506 1 15191
G006 G006 G006 G006 I G252
—{ 516 520 3 5201 C 506 1 519
G006 G006 G006 G006 G252
513 1 15201520 5061 { 519
G006 G006 G006 G006 I 0252
—{ 509 1 C 520 1 C 520 1 E 506 1 1751971
PART SCHEDULE
FIELD WORK SCHEDULE
---[ 5211 ---
G006
[ ]
PART NAME
PART NUMBER
PART LENGTH
1-
529—
G006
GIRT UP 9:5X.060
550303 013-2
V-1
1/4"
525 3
G006
GIRT UP 9.5X.060
550303 079-2
6'-7
--
{ 523 �
G006
GIRT UP 9.5X.060
550303 091-2
7'-7
1/4"
527 �
6006
GIRT UP 9.5X.060
G247
30'-0"
390'-6"
10 d7
LEFT SW STRUCTURAL ELEVATION AT GRID F.9
—[507 1 15201520 506 j 519
G006 0006 G006 G006 G252
—{ 510 j c 520 1 15201 506 1 15191
G006 G006 G006 G006 I G252
—{ 516 520 3 5201 C 506 1 519
G006 G006 G006 G006 G252
513 1 15201520 5061 { 519
G006 G006 G006 G006 I 0252
—{ 509 1 C 520 1 C 520 1 E 506 1 1751971
FOR BASE ANGLE
INSTALLATION SEE
DRAWINGS 1081505 AND iq
R O F
G2a7 1081506 M S
G2a7 G2a7
RAME
rYP 20'-0" 30'-0" 30'-a" 20'-0" 30'-0" LU C 70814 n
390'-6" X
PART SCHEDULE
FIELD WORK SCHEDULE
.
DETAIL
[ ]
PART NAME
PART NUMBER
PART LENGTH
FIELD
WORK •
501
GIRT UP 9:5X.060
550303 013-2
V-1
1/4"
X027
503
GIRT UP 9.5X.060
550303 079-2
6'-7
1/4"
B = 10'-5 1/32"
504
GIRT UP 9.5X.060
550303 091-2
7'-7
1/4"
X001
505
GIRT UP 9.5X.060
550303 193-2
16'-1
1/4"
B = 11'-8 3/32"
5061
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
X001
5071
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
24
5081
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
6
5091
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
18
5101
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
19
5111
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
7
512
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
8
513
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
15
514
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
9
515
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
5
516
GIRT UP 9.5X.067
550304 229-2
19'-1
1/4"
17
517
GIRT UP 9.5X.077
550324 193-2
16'-1
1/4"
518
GIRT UP 9.5X.077
550324 271-2
22'-7
1/4"
519
GIRT UP 9.5X.077
550324 343-2
28'-7
1/4"
520
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
521
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
20
522
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
13
523
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4 1.
22
5241
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
11
525
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
16
526
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
14
527
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
23
528
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
12
529
GIRT UP 9.5X,077
550324 349-2
29'-1
1/4"
21
5,30
GIRT UP 9.5X.077
550324 349-2
29'-1
1/4"
10
531
GIRT UP 9.5X.082
550325 271-2
22'-7
1/4"
5.34
GIRT UP 9.5X.096
550326 229-2
19'-1
1/4"
2
535
GIRT UP 9.5X.096
550326 229-2
19'-1
1/4"
1
538
GIRT UP 9.5X.113
550327 349-2
29'-1
1/4"
539
9" DOOR HEADER V
580284 167-4
13'-11
1/2"
540
9" DOOR POST V L
580282 174-4
14'-6
1/2"
541
2 SLIDE DOOR HEADER 287
580629
23'-11
1/2"
542
2 SLIDE DOOR HEADER 359
580630
29'-11
1/2"
3
FOR BASE ANGLE
INSTALLATION SEE
DRAWINGS 1081505 AND iq
R O F
G2a7 1081506 M S
G2a7 G2a7
RAME
rYP 20'-0" 30'-0" 30'-a" 20'-0" 30'-0" LU C 70814 n
390'-6" X
FIELD WORK SCHEDULE
.
DETAIL
FIELD WORK DIMENSIONS
1
X001
A = 5'-11 13/32"
B = 13'-1 27/32"
2
X001
A = 5'-10 21/32"
B = 13'-2 19/32"
3
X027
A = 5 3/8"
D = 3"
B = 29'-0 3/4" C = 5 3/8"
E = 7/8" F = 7/8"
5
X001
A = 8'-0 5/16"
B = 10'-5 1/32"
6
X001
A = 2'-10 31/32"
B = 15'-3 7/8"
7
X001
A = 4'-4 17/32"
B = 14'-2 1/32"
8
X001
A = 6'-8"
B = 11'-8 3/32"
9
X001
A= 8 3/4"
8= 17'-1 1 1/16"
10
X001
A = 7'-4 17/32"
B = 22'-2 1/2"
11
X001
A = 11'-1 9/32"
B = 18'-9 1/8"
12
X001
A = 5'-6 21/32"
B = 24'-5 7/16"
13
X001
A = V-8 7/32"
B = 27'-9 1/8"
14
X001
A = 13'-0 13/16"
B = 16'-7 7/8"
15
X001
A = 7'-5 5/32"
8 = 12'-5 1/4"
16
X001
A = 12'-5 3/8"
B = 16'-0 7/16"
17
X001
A = 8'-8 7/32"
B = 11'-0 15/16"
18
X001
A = 3'-9 3/8"
B = 16'-2 9/32"
19
X001
A = 4'-11 7/32"
B = 14'-8 23/32"
20
X001
A = V-4 1/8"
B = 27'-5 1/32"
21
X001
A = 6'-10 3/4"
B = 21'-8 23/32"
X001
A = 10'-4 1/8"
B = 17'-11 31/32'
E22
23
X001
A = 4'-7 13/16"
B = 23'-6 19/32"
24
X001
A = 1'-2 3/16"
B = 18'-4 1/2"
FOR BASE ANGLE
INSTALLATION SEE
DRAWINGS 1081505 AND iq
R O F
G2a7 1081506 M S
G2a7 G2a7
RAME
rYP 20'-0" 30'-0" 30'-a" 20'-0" 30'-0" LU C 70814 n
390'-6" X
XP. 6-30-
1 J (2b (2b
�J
(:b
Cb
1
CIVIL
�TgTFOFCA�IFO��\P
LEFT SW
STRUCTURAL ELEVATION
AT GRID F.9
BL
C
REVISION
NO. 2
,�
PRODUCT OF THE
_�
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION: DRAWING TITLE:
DRW: CMSdRIANO' ' j ,ENG:!) s•1
DATE:
CHK: DATE: 08/07/09
®
50X39OX24 LRST 1:12 WALL SECONDARY
_
oRAWN BY:
DRAWING NUMBER:
REV.
Butler Manufacturing
®
NORTH VALLEY BUILDING S
BUILDRITE — UNIT 1 20# LL + 5#CLL STRUCTURAL
ORDER ENGINEERING
CHICO, CA
CHICO, CA
85 MPH EXP C; CBC 07 ELEVATION
CHECKED BY:
BlueScope Buildings North America, Inc.
SYSTEM
III
111
1111 Ss=64, S1=26; SITE D
® 09-173920-0513
00
N
N
O
f0
c
O 3
0,
N
I Lr
I
jG
�n
O OM
r
cc
3
G
O '=
C E
O �
'C 6
0C
N �
C
C,
N Q
U r
w�
Q a
K
C
W�
�c
I M
O
0)
1,2
a, r
0 3
01
N
'C
1 Lr.
I
�C�
o a �.
3
C
O
C
O
(0 a
C
oC,
Aa
yr
Qa
S
BEI
biC
w
V)<
Z)c
0
I
00
DOOR 1 7'-6"
IMENSIONS IFRAME
0
I
00
14'-0"
30'-0"
CLOSE—UP #5
8'-6"
FRAME
DOOR 1 7' -6 -
DIMENSIONS FRAME
REVISION NO. 1
DATE:
DRAWN BY:
CHECKED BY:
0
I
00
DOOR 1 7'-6"
DIMENSIONS kFRAME
0
00
14'-0" 8'-6"
30'-0" FRAME
CLOSE—UP #6
FIELD WORK SCHEDULE
PART SCHEDULE
DETAIL
FIELD WORK DIMENSIONS
[ ]
PART NAME
PART NUMBER
PART LENGTH WORK .
501
GIRT UP 9.5X.060
550303 013-2
V-1
1/4"
503
GIRT UP 9.5X.060
550303 079-2
6'-7
1/4"
504
GIRT UP 9.5X.060
550303 091-2
7'-7
1/4"
518
GIRT UP 9.5X.077
550324 271-2
22'-7
1/4"
5381
GIRT UP 9.5X.113
550327 349-2
29'-1
1/4"
539
9" DOOR HEADER V
580284 167-4
13'-11
1/2"
540
9" DOOR POST V/L
580282 174-4
14'-6
1/2"
541
2 SLIDE DOOR HEADER 287
580629
23'-11
1/2"
542
2 SLIDE DOOR HEADER 359
1 580630 1
29'-11
1/2" 1 3
FIELD WORK SCHEDULE
.
DETAIL
FIELD WORK DIMENSIONS
3
X027
A = 5 3/8" B = 29'-0 3/4" C = 5 3/8"
D = 3" E = 7/8" F = 7/8"
9�
CM. SoR� F
D032 D032 CO
ul C 70814
* EXP. 6-30-
14-0 8'- 6 17
DOOR 7 -6
DIMENSIONS
14 -0
T�TF0
FRAME FRAMEEW
23'-6"
CA��F�
30'-0"
CLOSE—UP #7
CLOSE—UP #8
BU d P-
Db"
� ..�A' 3 as
�{ }�^+�� ��'m
At-0r,
BUILDER:
PROJECT:
BUILDING ORDER DESCRIPTION: DRAWING TITLE:
DRW: CMSORIANO ENG:
REVISION NO. 2
PRODUCT OF THE
CHK: DATE: 08/07/09
UTLER
50X39OX24 LRST 1:12
NORTH VALLEY BUILDING S
BUILDRITE — UNIT 1
20# LL + 5#CLL DOOR DETAIL
DRAWING NUMBER:Butler
tDATE:
Manufacturing
ORDER ENGINEERING
CHICO, CA
CHICO, CA
85 MPH EXP C; CBC 07 DRAWINGOg_173920-05D
00
:
BlueScopeBuildingsNorthAmeriCB,Inc.
SYSTEM
Ss=64, S1=26; SITE D
0
rn
O
O
N
I
I
ro
O
0
C
0
0
V)
O
N
U
w
z
ctw
Z)
p
FIELD LOCATE
FIELDLOCATE
HOLES NDOORPOST
1j0N
EOrjON
r
9/16" DIA. HOLES
"C"
6
3
3 Pp5
FLANGE
LIP
IN DOUBLE 1�2
1 3/16" HEADER 1
r
1 1�2"
HEX. USE (BOLT/2- X 15)1 AND
1/2" HEX. NUT (095032)
p5r q'
P 1 1/
3�� E OF 310 v
HEADER DOUBLE C SE0110N
F 3" 11'05T
510E 0 P t ,
CLIP (580132)
OF�NOE m Z
00 GE
o
�R04��OWW
a RADIUS
Li
1 DOUBLE "C"
w O
Ip i
INS N0 y O O
THICKNESS
HEADER
L) 0 = I
/ USE (2) 1/2" X 1 1/4"
®II i THIN HD. BOLT (096636) AND
�
I
o w w 1 CLIP I
w Z m x (543025)
0.o
1
F
6 1/2" HEX. NUT (095032)
DOUBLE
..C..
HEADER
e 1 r\
C — SECTION DESIGN INFORMATION
w
0 DOOR
Wo= 1 POST
DOOR
WIDTH CLIP
(543025)
USE (a) 1/2" x t t/a"
HEX. BOLT (095085) AND
/2' HEX. NUT 095032) r�
1 ( \
'
DOOR HEADER
\
DOOR POST
ORLPOST
1
,
1
FIELD LOCATE 9/16"
DIA. HOLES IN WEB . \ e
®
USE (4) 1/2" x 2" A325T 1
HI -STRENGTH BOLT (097280) AND I
1/2" HEAVY HEX. NUT 095230) CLIP 543048
( ( )
\
CLIP
(543048)
COLUMN OR POST
FIELD LOCATE 9/16"
DIA. HOLES IN WEB a
USE (6) 1/2" x 2" A325T CLIP DOUBLE
HI -STRENGTH BOLT (097280) AND (543048) C.
/ ( HEADER
1 2" HEAVY HEX. NUT 095230)
PART DEPTH FLANGE LIP THICKNESS RADIUS
9" DOOR HEADER V/ 580284 8" 3 1/2" 3/4" .081- 5/16"
9" DOOR POST V/L 580282 8" 3 1/2" 3/4" .081" 5/16"
SLIDE DOOR HEADER 287-i/2 580629 8" 3 1/2" 1 3/8" 096" 5/16"
113' 5 16"
SLIDE DOOR HEADER 359-1/2 580630 8" 3 1/2" 1 3/8' /
ore. Wrr/os 1—,1 oo
DOOR POST TO DOUBLE "C" HEADER
RUTNO. 04
DOOR HEADER TO DOOR POST
1111 °"L 1,/"/05"E"' N0' 0 DOUBLE "C" HEADER TO COLUMN OR POST
DETAIL DO11 ONE HEADER CONNECTION
We' are' 11/11/°' REV. N0' O1
DETAIL D012
DOUBLE "C" HEADER TO COLUMN OR POST
TWO HEADER CONNECTION
FLAN
DETAIL D005
DETAIL 0006
1/2"
OAR
OTH
COLUMN
LL POST
SIDEWALL CLIP (543164)
CMN
OR LEG DOWN
SIDEWALL OR FIELD CUT CLEARANCE SIDEWALL OR
CLEARANCE
ENDWALL GIRT AROUND
w ENDWALL GIRT
(543164)
OLUMN
a ENDWALL POST
FLANGE o
CLIP (543164)IP
LEG DOWNG DOWN
3
Z GIRT
F _ : _ s :: ---- -----
--------
= RADIUS
r
a
w
w
9" DOOR POST )
(H BOLT
GIRT
GIRT W
O _________
i I _� o
THICKNESS
THIN D. (096636)
kO'R
=�---______
r I I� I I
AND 1/2" HEX. NUT
(095032) WITH (3) WASHER
-.
_o
¢i
I
O wA
095872 TO BACK-UP
j J
pj
I s a; --'• �
SLOTS IN CLIP (543316)
a
"---------
Z — SECTION DESIGN INFORMATION
e�o�� ^
ry `I
I
\ I ` 2) 3/4" NUTS
� ` ` NOT BY BMC)
CLIP (543316)
`.\
�-
I
I
FRAME
USE (6) 1/2" X 1 1/4"
HEX. BOLT (095085) AND
1/2" HEX. NUT (095032)
� FRAME
USE (4) 1/2" X 1 1/4"
HEX. BOLT (095085) AND
1/2" HEX. NUT (095032)
\
1/2" FIELD CUT v
COLUMN AROUND n
GIRT I COLUMN
FLANGE
� FRAME
— — — BOTH INSIDE AND OUTSIDE
FLANGES OF A GIRT MAY
1ADI INTERFERE WITH THE COLUMN
RADIUS FLANGES. FIELD NOTCH GIRTS
GIRT CUTTING DETAIL AS REQUIRED.
PART DEPTH FLANGE LIP THICKNESS RADIUS
GIRT UP 9.5X.060 550303 9 1/2" 2 3/4" 1 1/16" .060 1/4'.
GIRT UP 9.5X.067 550304 9 1/2" 2 3/4" 1 1/16" .067" 1/4"
GIRT UP 9.5X.077 550324 9 1/2" 2 3/4" t 1/16" .077" 1/4'
GIRT UP 9.5X.082 550325 9 1 /2" 2 3/4" 1 1 /8" .082" 1 /4"
096 1 4"
GIRT UP 9.5X.096 550326 9 1/2" 2 3/4" 1 3/16" /
GIRT UP 9.5X.113 550327 9 1/2" 1 2 3/4" 11 1/8" 1 .113" 1/4"
M. are: 04/16/09 1 REV. N0. 08 QQQR POST BASE CLIP CONNECTION
' D.M II/,Im �' M0' a'
DOUBLE GIRT TO COLUMN CONNECTION
Rn. ogre, rr/�r/oa �' Ro. os
DETAIL G007
SINGLE GIRT TO COLUMN CONNECTION
DETAIL G019
FIELD NOTCH GIRT
COLUMN FLANGES WIDER THAN 10"
DETAIL D032 9" DOOR POST
DETAIL G006
FOR STRAP
FOR STRAP
TOP
CONNECTION
CONNECTION
MEMBER
SEE DETAIL
SEE DETAIL
G249
G250
F
(TYP.)
(TYP.) SAG RAP
SAG STRAP
544045
I
11
544045
GIRT 11 II
i1 111 11
GIRT
POST
FLUSH TO II
9" DOOR
w
I 1/4" MAX. I I 1
USE (2) 1/2" X 1-1/4" J
THIN HD. BOLT (096636) II I a �
GIRTS
FOR STRAP
P
FOR STRAP GIRTS
II II
OUT G]
ITT-) It
AND 1 2" HEX. NUT It +1 3 K o
/ I o p w
(095032) n i w N
_ _ _ _ _ _ _ - - _
CONNECTION
SEE DETAIL SECT.
G248 EQUAL SPACES
SEE DETAIL
BAY
G248— EQUAL SPACES
I
(TYP.) EW SECTION
NP' BAY LENGTH
( )
I If h
ANGLE
L
USE (2) 1/2" X 1-1/4"
CLIP (543164) HEX. BOLT (095085) AND
1—L
LEG DOWN 1/2" HEX. NUT (095032)
ENDWALL
SIDEWALL
BLDG. WIDTH
INSTALL (3) ROWS OF SAG STRAPS
INSTALL (3) ROWS OF SAG STRAPS
IN EACH SIDEWALL BAY.
OR LENGTH I
IN EACH ENDWALL SECTION.
MIS -ALIGNMENT
ACTUAL NUMBER OF ROWS OF GIRTS
ACTUAL NUMBER OF ROWS OF GIRTS
CORRECT ALIGNMENT
MAY VARY,
MAY VARY.
(AVOID THESE CONDITIONS)
(Z-GIRTS SHOWN, ALSO APPLICABLE TO C-GIRTS)
REV. M1E: 11/ir/aS REV, R0. 04
SINGLE GIRT TO DOOR POST CONNECTION
REV, Mi[: 11/x0/90 REV, N0. OZ
SAG STRAP PLACEMENT IN THE ENDWALL
NEv, MR: REV. N0. OZ
SAG STRAP PLACEMENT IN THE SIDEWALL
REV. WLL 0}/0)/0] REV. w 0I
SECONDARY STRUCTURAL ALIGNMENT
DETAIL G246
DETAIL G247
DETAIL
DETAIL G047
DETAIL G223X
SAG
STRAP
r
I �
�
I
GIRT I 1
GABLE ANGLEI
EAVE STRUT
'
0 -so p
SO'r�'9� ��+�
FASTENER
FASTENER
FASTENER
,
Wfn
C 70814
SAG
SAG
STRAP
w
EXP. 6-30- ff
TRAP
*
?
i
SIDEWALL OR ENDWALL
r
ENDWALL
ST CIVIC-
9rFOF
SAG STRAP IS FURNISHED 20' LONG AND
V
MUST BE FIELD CUT TO LENGTH REQUIRED.
7)
ATTACH SAG STRAP TO THE GIRT WITH SELF
DRILLING SCREW 097216. SPLICE SAG STRAPS
ATTACH SAG STRAP TO THE GABLE ANGLE
WITH SELF DRILLING SCREW 097216.
ATTACH SAG STRAP TO THE EAVE STRUT
WITH SELF DRILLING SCREW 097216.
_.
i
AT GIRT LOCATIONS IF NECESSARY. Z -GIRT
r 4
%HOWN, ALSO APPLICABLE TO C -GIRT,
E r• k .� @
E
REV. arE: .11M IM. a. a:
SAG
STRAP TO GIRT CONNECTION
REV. are: or/u/Ra N. Roo. ,
DETAIL G249 SAG STRAP TO GABLE ANGLE CONNECTION
REv. are: ours/Ea REv. w. or
DETAIL G250 SAG STRAP TO LAVE STRUT CONNECTION
DETAIL G248
BUILDER: PROJECT:
BUILDING ORDER DESCRIPTION: DRAWING TITLE:
DRW CMSORIANO ENG:
D REVISION NO. 1 REVISION NO. 2
PRODUCT OF THE
CHK: GATE: 08/07/09
'1 DATE: DTE: /
ATL
®
50X390X24 LRST 1:12 WALL SECONDARY
5#CLL STRUCTURAL
ELEVATION
DRAWING NUMBER: REV.
%
J.A
O
NORTH VALLEY BUILDINGS BUILDRITE — UNIT
1 20# LL +
DanwH BY: rtAwH BY:
o Butler
Manufacturing
ORDER ENGINEERING
CHICO, CA CHICO, CA
85 MPH EXP C; CBC 07 DETAIL
SHEET
09-1 73920-05E 00
CHECKED BY: CHECKED BY: BlueScope Buildings
North America, Inc.
SYSTEM
Ss -64, S1 —26; SITE o.11
r,
o,
O 3
N Z
I v
O_
Ic'
00 r
00
r
i
C
0'
'cc
00
Vt
C
O C
N N
U
w:
w�
w�
VI
�C
NAN
--------------
J
o
nnl IRI F "r." HFAf1FR I FNrTH
rrrrrrJ! _ __ lGRL�GGLLL
GIRT PANEL HOLES DOUBLE "C" PANEL HOLES
THIS FLANGE HEADER THESE FLANGES
NOTES:
NOTES: 1, FIELD CUT DOUBLE "C" HEADER AND LOCATE 9/16"
1. FIELD LOCATE 1" DIA, X 2" SLOTS AS SHOWN. DIA. HOLES AS SHOWN.
2. SEE "FIELD WORK SCHEDULE" FOR DIMENSIONS. 2. SEE "FIELD WORK SCHEDULE" FOR DIMENSIONS.
V, .. 0,/, v.. I REV. N0. 01 REV. 'IE'
01/10/90 REV. M0. 0
DETAIL X001 FIELD SLOT SIDEWALL GIRT FOR BRACE ROD DETAIL X027 FIELD WORK DOUBLE "C" HEADER
USE (8) 1/2" X 1 1/4"
HEX. BOLT (095085) AND
1/2" HEX. NUT (095032)
SIDEWALL
SIDEWALL GIRT
CLIP (543164)
I
LEG DOWN
I
j
I
II
CLIP (543346)
I
II
LEG DOWN
I
I
I
I
I
II
0 0'I
TATE
OF C 0,0F
I
I
0
o
0
VJ
I
I
J W
ENDWALL GIRT
GIRT CHANNEL (543260), FIELD BEND
" ref fly
k,,roL L
90 DEG. AND INSTALL WITH PANEL
FASTENERS.
9 1/2" SW&9 1/2" EW GIRTS TO CNR POST
DETAIL G252
6" SETBACK ENDWALL
NAN
--------------
J
o
nnl IRI F "r." HFAf1FR I FNrTH
rrrrrrJ! _ __ lGRL�GGLLL
GIRT PANEL HOLES DOUBLE "C" PANEL HOLES
THIS FLANGE HEADER THESE FLANGES
NOTES:
NOTES: 1, FIELD CUT DOUBLE "C" HEADER AND LOCATE 9/16"
1. FIELD LOCATE 1" DIA, X 2" SLOTS AS SHOWN. DIA. HOLES AS SHOWN.
2. SEE "FIELD WORK SCHEDULE" FOR DIMENSIONS. 2. SEE "FIELD WORK SCHEDULE" FOR DIMENSIONS.
V, .. 0,/, v.. I REV. N0. 01 REV. 'IE'
01/10/90 REV. M0. 0
DETAIL X001 FIELD SLOT SIDEWALL GIRT FOR BRACE ROD DETAIL X027 FIELD WORK DOUBLE "C" HEADER
LU C70 14
EXP. 6-30-'"
TATE
OF C 0,0F
" ref fly
k,,roL L
I
BUILDER: PROJECT:
BUILDING ORDER DESCRIPTION:
DRAWING TITLE:
DRW: CMSORIANO ENG:
REVISION N0. 1 REVISION N0. 2
UTL
PRODUCT OF THE
--�
50X390X24 LRST 1:12
WALL SECONDARY
STRUCTURAL ELEVATION
CHK: DATE: 08/07/09
DRAWING NUMBER:
RButler
DATE:
NORTH VALLEY BUILDING S BUILDRITE — UNIT 1
20# LL + 5#CLL
DRAWN BY:
tDATE:
Manufacturing
ORDER ENGINEERING
CHICO, CA CHICO, CA
85 MPH EXP C; CBC 07
DETAIL SHEET
09-173920-05F
00CHECKED
BY:
i
BlueScopeBuildingsNorthAmerica,Inc.
SYSTEM
Ss -64, S1 —26; SITE D