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HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
MATERIALS
GENERAL NOTESASTM DESIGNATION
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:
DRAWING INDEXDRAWING TITLE PAGES
COVER SHEET
CODES AND LOADS
ANCHOR ROD PLAN
PRIMARY STRUCTURAL
SECONDARY STRUCTURAL
COVERING
SPECIAL DRAWINGS
STANDARD ERECTION DETAILS
PLANOGRAPH DETAILS
DRAWING RELEASE HISTORYTYPE DATE DESCRIPTION
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
Butler Manufacturing
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
Butler Manufacturinga division of BlueScope Buildings North America Inc.
NOTES
C
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSEWITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSEWITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
INSPECTION AND TESTING
3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPESHOT ROLLED ANGLESHOLLOW STRUCTURAL SECTION (HSS)CLADDING
A529, A572, A1011, A1018A653, A1011A572, A510A36, A529, A572, A588, A992A529, A572, A588, A992A500A653, A792
GRADE 55GRADE 60GRADE 50GRADE 36 OR 50GRADE 50GRADE BGRADE 50 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MOREINFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE"SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSEWITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTIONAND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED,THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLETO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIALINSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILLASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNAFACILITIES IAS AC472 ACCREDITATION.
FOR CONSTRUCTION
24-30
15-23
6-14
4-5
3
2
1
PERMIT SET- For Building Dept. ApprovalPermit Drawings Rev 01 11/17/2017
PERMIT SET- For Building Dept. ApprovalPermit Drawings 11/09/2017
11/09/2017AR Drawings
17-026398-01 11/17/2017 10:26:43
COVER SHEETNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
1
11/17/2017
WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,Codes and Loads
HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THANINDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE.COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS.City: Paradise County: Butte State: California Country: United States
Building Code: 2016 California Building CodeBuilding Code
Structural: 10AISC - ASD Rainfall: I: 3.30 inches per hourBased on Building Code: 2015 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi ConcreteBuilding Risk/Occupancy Category: II (Standard Occupancy Structure)
Collateral Gravity:3.00 psfDead and Collateral Loads
Collateral Uplift: 0.00 psf
Wind LoadWind Speed: Vult: 110.00 (Vasd: 85.21) mphThe 'Envelope Procedure' is UsedWind Exposure: C - Kz: 0.902Parts Wind Exposure Factor: 0.902Wind Enclosure: EnclosedTopographic Factor: Kzt: 1.0000
NOT Windborne Debris RegionBase Elevation: 0/0/0Primary Zone Strip Width: 2a: 12/0/0Parts / Portions Zone Strip Width: a: 6/0/0Basic Wind Pressure: q: 23.75 psf
Roof Covering + Second. Dead Load: 2.00 psfMaterial Dead Weight
Frame Weight (assumed for seismic):2.50 psf
Snow LoadGround Snow Load: pg: 0.00 psfFlat Roof Snow: pf: 0.00 psfDesign Snow (Sloped): ps: 0.00 psfRain Surcharge: 0.00Exposure Factor: 2 Partially Exposed - Ce: 1.00Snow Importance: Is: 1.000Thermal Factor: Unheated - Ct: 1.20Ground / Roof Conversion: 0.70
Roof Live Load: 20.00 psf ReducibleRoof Live Load
Seismic LoadLateral Force Resisting Systems using Equivalent Force ProcedureMapped MCE Acceleration: Ss: 61.90 %gMapped MCE Acceleration: S1: 27.00 %gSite Class: Stiff soil (D)Seismic Importance: Ie: 1.000Design Acceleration Parameter: Sds: 0.5384Design Acceleration Parameter: Sd1: 0.3348Seismic Design Category: DSeismic Snow Load: 0.00 psf% Snow Used in Seismic: 0.00Diaphragm Condition: RigidFundamental Period Height Used: 20/0/0
Transverse Direction ParametersOrdinary Steel Moment FramesRedundancy Factor: Rho: 1.00Fundamental Period: Ta: 0.3076R-Factor: 3.50Overstrength Factor: Omega: 3.00Deflection Amplification Factor: Cd: 3.00Base Shear: V: 0.1538 x W
Longitudinal Direction ParametersOrdinary Steel Concentric Braced FramesRedundancy Factor: Rho: 1.30Fundamental Period: Ta: 0.1891R-Factor: 3.25Overstrength Factor: Omega: 3.00Deflection Amplification Factor: Cd: 3.25Base Shear: V: 0.1657 x W
Roof: AOffice-Warehouse Building
X
Y
Roof: BOffice-Warehouse Building
X
Y
Wall 2 - Canopy 1Office-Warehouse Building
X
Y
Wall 4 - Canopy 1Office-Warehouse Building
X
Y
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
17-026398-01
NTS11/17/2017 10:26:43
PERMIT SET- For Building Dept. Approval
CODES AND LOADSNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
2
11/17/2017
BUILDER/CONTRACTOR RESPONSIBILITIES
Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice.
PANELS
Oil canning is an inherent characteristic of cold formed steel panels. It is the result of severalfactors that include induced stresses in the raw material delivered to Butler, fabrication methods,installation procedures, and post installation thermal forces. Thru fastened panels will exhibitsome dimpling when installed, especially when insulation is installed between panels andsecondary supports. Dimpling can be minimized by careful installation, taking care not to
springing back into place. All panels experience this action to some degree, especially withconcealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layerof blanket insulation between the panels and any hard support surface such as steel secondarymembers, substrates such as plywood, steel decking, or rigid board insulation. A minimum of3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates.
Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightnessof the panels and is not grounds for rejection of panels.
RAIN WATER RUNOFF
Drainage systems must be designed by the project professional to comply with code requirements.Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The projectprofessional and contractor are responsible to ensure that primary drains and overflow devicessuch as scuppers and auxiliary drains are provided as required for the required rain intensity at
Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then
the building perimeter and at valley conditions to prevent ponding.
However, it is imperative that installed Standing Seam panels be secured to the secondaryThe Standing Seam joint detail is designed with an interlocking feature for ease of installation.
structural members and properly seamed prior to departure from the job site each day.
(http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx)Canadian CSA A660 Certifications
Listed under BlueScope Buildings North America, Inc.IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html)
Fabricator Approvals
MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00;
Engineering Certifications of AuthorizationUSA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592;
CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134
SKYLIGHTS
Local building departments may require added fall restraint due to conditions that may affect theskylight structural integrity. It is the responsibility of the builder to determine and provide anyadded fall restraint under the skylight as may be required by your building department.
STEEL SHOP COAT
The purpose of Butler's shop coat is to provide protection for the steel members duringtransportation, during temporary job site storage and during erection. Standard shop formulationis not designed to perform as a finish coat when exposed to environmental conditions. Membersshall be kept free of the ground and properly drained during job site storage. It is the Builder'sresponsibility to ensure that if a finish coat is being applied over Butler shop coat that thepainting contractor verifies compatibility between his finish coat and Butler's shop coat.
Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all workunless stipulated otherwise in the contract documents. In case of discrepancies betweenButler Mfg. structural plans and plans for other trades, Butler Mfg. structural plans shall govern.
It is the responsibility of the Builder to obtain approvals and permits from all governing agenciesand jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptanceof Butler interpretation of the contract purchase order. Unless specific design criteria concerninginterface design and details are furnished as part of the contract, Butler Mfg. design assumptionsshall govern.
CONSTRUCTION & ERECTION RESPONSIBILITY
The Builder is responsible for construction in strict accordance with Butler Mfg."FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is notresponsible for work done from any other Butler drawings that are not marked"FOR CONSTRUCTION", nor any drawings prepared by others.
As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice(in Canada - CSA S16), which require L/500 tolerance of installed members. Occasionalfield work including shimming, cutting, coping, and drilling for final fit-up are considered part oferection. Specified field work and field welding conditions indicated on these drawings shallalso be included in the erectors scope of work. See Erection Guide for shimming procedure.For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance.
The building erector shall be properly licensed and experienced in erecting metal building systems.The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirementsand all other governing site safety criteria. The builder is responsible for designing, supplying,locating and installing temporary supports and bracing during erection of the building. Butlerbracing is designed for code required loads after building completion and shall not be consideredas adequate erection bracing. See Erection Guide.
EXISTING STRUCTURES
BRACING
Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must betaken while tightening brace rods so as not to cause accidental or misalignment of components.All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. Forlong or heavy rods, or angles it may be necessary to support the rods at mid-bay by suspendingthem from secondary members.
Bracing for seismic or wind loading of objects or equipment that are not a part of the Butlerstructure must be designed by a qualified professional to deliver lateral loads to primary framesand rod bracing struts. Equipment bracing and suspension connections must not impose torsionor minor axis loads, or cause local distortion in any Butler components. Butler accepts noresponsibility for design or installation of bracing systems not furnished by Butler.
FIELD WELDING
All field welding shall be done at the direction of a design professional, and done in accordancewith governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform thewelding as directed by the applicable welding procedure specification (WPS). A WPS shall beprepared by the contractor for each welding variation specified. The contractor is responsible forany special welding inspection as required by local jurisdiction. Filler metal shall be70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system(Seismic Cat D, E or F), minimum Charpy V-Notch toughness shall meet AISC-341 criteria(20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C).
DELIVERIES
It is the responsibility of the builder to have adequate equipment available at the job site tounload trucks in a safe and timely manner. The Builder will be responsible for all retentioncharges from carriers as a result of job site unloading delays.
Claims for damage or shorts MUST be noted on the Bill-of-Lading or deliveryreceipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant)under the Uniform Commercial Code. It is critical that damages or shorts be noted on theBill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material,material quantities are verified by the Builder against quantities billed on the shipping document.Neither the Manufacturer nor the carrier is responsible for material shortages against quantitiesbilled on the shipping document if such shortages are not noted on the shipping documents upondelivery of material and acknowledged by the carriers agent. For materials concealed in bundles,boxes, or crates, shortages must be reported immediately upon unpacking. Should products getwet, bundled and crated materials must be unpacked and unbundled immediately to providedrainage of trapped moisture. See Erection Guide for proper job site storage procedure.
SEALANTS
Sealants shall be applied in strict accordance with Butler details or weather tightness will becompromised. Sealant must be applied in temperatures and weather conditionsconsistent with labeling.
INDEPENDENT MEZZANINES
Independent mezzanines must be designed by a professional engineer. The engineer must ensurethat proper isolation from the Butler building has been provided to avoid structural damage due todifferential movements, or inadvertently apply loads to the Butler structure. Butler accepts noresponsibility for the design of the independent mezzanine.
FIRE CODE COMPLIANCE
It is the responsibility of the project design professional and builder to comply with local fire coderegulations including consideration of, but not limited to, building use and occupancy, all buildingconstruction materials, separation requirements, egress requirements, fire protection systems, etc.Builder shall advise Butler of any special requirements to be furnished by Butler.
FIELD MODIFICATIONS
Modifications to this building from details and instructions contained on these drawings must beapproved in writing by Butler Mfg. engineers, or other licensed structural engineer. This includes,but is not limited to, removal of roof or wall cladding, removing or moving any flange braces orrod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc.The owner shall not impose loads to this structure beyond what is specified for this building inthe contract documents. Butler Mfg. accepts no responsibility for the consequences of anyunauthorized additions, alterations, or added loads to this structure.
If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The buildermust notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior toproceeding. All final claims must be submitted to Butler Mfg with all supporting documentationwithin 30 days of the building completion. Claims submitted without work authorizations, or after30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderateamount of reaming, drilling, chipping / cutting and minor welding are considered by Code ofStandard Practice to be part of erection are not subject to claim reimbursement.
CONCRETE/MASONRY/CONVENTIONAL STUD WALLS
The engineer responsible for the design of the wall system is responsible for coordinating with, orspecifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflectioncompatibility, special base details, and wall to Butler steel connections. All fasteners, sealant andcounter flashing of wall systems are to be provided by contractor. The engineer responsible forthe wall shall design the anchorage to Butler supporting elements consistent with Coderequired forces.
over drive fasteners.
BUTLER MFG. ACCREDITATIONS AND APPROVALS
City of Los Angeles, CA #FB00031; City of Houston, TX 767;City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289,
Listed under BlueScope Buildings North America, Inc.
Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc.IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html)
Design Approvals
SIGNAGE
The Builder is responsible for furnishing signs as required by Code and the Building Department,including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits.Floor loading signs shall clearly indicate maximum floor live load permitted.Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the typeof commodity stored and the maximum storage height. Signs shall be clearly visible whenbuilding is fully loaded to design level. Overloading of floors or walls may result in failure.
State of Utah, City of Richmond, Ca.
Butler must be advised of any structure that is within 20 ft. of Butler's building. Load effectsfrom snow drifting, wind effects, and seismic separation must be considered for both the new andexisting structures. Butler has designed the new Butler building for these effects. The owner/builderare responsible for employing a Professional Engineer to review and verify the existing structurefor all load effects from the adjacent Butler building.
Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butlerengineering supply sealed engineering design data and drawings for Butler supplied material as partof the overall project for use by others to obtain permits, approvals, and coordinate with othertrades. All interface and/or compatibility of any materials not furnished by Butler are to beconsidered and coordinated by the builder or A/E firm.
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
17-026398-01
NTS11/17/2017 10:26:44
PERMIT SET- For Building Dept. Approval
ERECTION NOTESNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
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11/09/2017
SIB HA
3
11/17/2017
1 6"Dimension Key
2 2'-0"3 4'-0"4 1'-0"5 4'-0 1/16"6 1'-11 15/16"
1 6"Dimension Key
2 2'-0"3 4'-0"4 1'-0"5 4'-0 1/16"6 1'-11 15/16"
<*>
60'-0"
111'-0"
30'-0"
30'-0"
214'-0"J=8.50
3418'-0"J=8.50
2416'-0"J=8.50
5'-0"
18'-0"
24'-0"
18'-0"
1 27'-6" 22'-0" 21'-0" 20'-0" 19'-6" 1
5'-0" 16'-0"J=8.50
4 2 18'-0"J=8.50
4 5 14'-0"J=8.50
6 3 12'-0"J=8.50
3
D1
D1
D2
D1
D1
D3
D3
D1
D1
D3
D1
D3
D1
D2
D2
D4 D4
ANCHOR ROD PLAN
A BL
BC
DE BL
1
BL
2 3 4 5 6
BL
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
<*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER.
17-026398-01
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
NTS11/17/2017 10:26:45
PERMIT SET- For Building Dept. Approval
ANCHOR ROD PLANNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
4
11/17/2017
D1 (4)3/4" Dia. GR36 Anchor RodsPlate W=8" L=1'-1"Dim: A=1'-0"Elev.=100'-0"
D2 (4)3/4" Dia. GR36 Anchor RodsPlate W=8" L=11"Dim: A=4 1/8"Gage=5" Pitch=5" Edge Out=3"Elev.=100'-0"
D3 (4)3/4" Dia. GR36 Anchor RodsPlate W=9" L=1'-1"Dim: A=1'-0"Elev.=100'-0"
D4 (4)3/4" Dia. GR36 Anchor RodsPlate W=8" L=1'-7"Dim: A=11 1/2" B=1'-1"Gage=5" Pitch=5" Edge Out=4"Elev.=100'-0"
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
17-026398-01
NTS11/17/2017 10:26:46
PERMIT SET- For Building Dept. Approval
ANCHOR ROD PLAN - DETAILSNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
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11/09/2017
SIB HA
5
11/17/2017
IdRod, Strut, and Misc. Connection BoltsQty Grade Bolt Diam. Bolt Length PartNo Washer
1 2 A325 3/4" 2 1/2" 0097284
1 6"Dimension Key
PartBracing Part Schedule
Qty Length Detail03RS2207 4 22'-7" BR01G203RT2603 2 26'-3" BR01G2,BR02K105RS2606 2 26'-6" BR01G23BSA18050141 18'-11" BR15L1
03RS2207
03RS2207
03RT2603
03RT2603
03RS2207
03RS2207
05RS2606
05RS2606
1 13BSA1805014
60'-0"
111'-0"
30'-0"
30'-0"
18'-0"
24'-0"
18'-0"
1 27'-6" 22'-0" 21'-0" 20'-0" 19'-6" 1
CBX001
CBX001
CX001
RBX001
RBX002
RBX003
CX001
EPX001
CBX002
CBX002
CX002
RBX004
RBX005
CX002
CBX003
CBX003
CX003
RBX006
RBX007
CX004
CBX003
CBX003
CX005
RBX008
RBX009
CX006
CBX004
CBX004
CX007
RBX010
RBX011
CX008
CBX005
CBX006
CX009
RBX012
RBX013
CX010
EPX002
EPX003
CX011 RBX014 CX011
A BL
BC
DE BL
1
BL
2 3 4 5 6
BL
PRIMARY AND ROOF BRACING PLAN
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
Shape Name = Office-Warehouse Building
NTS11/17/2017 10:26:48
PERMIT SET- For Building Dept. Approval
PRIMARY AND ROOF BRACING PLANNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
6
11/17/2017
PartFrame Member Schedule
Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.WeightCBX001 10001 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 5/8" 134#CBX001 10002 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 5/8" 134#CX001 1 5.0000 .1875 .1345 1'-0" 1'-0" 19'-5 1/8" 266#RBX001 2 5.0000 .1875 .1345 1'-6" 9" 18'-4 7/16" 230#
3 5.0000 .1875 .1345 9" 9"RBX002 4 5.0000 .1875 .1345 9" 1'-6" 20'-0" 272#
5 5.0000 .1875 .1345 1'-6" 9"RBX003 6 5.0000 .1875 .1345 9" 9" 18'-5 15/16" 230#
7 5.0000 .1875 .1345 9" 1'-6"CX001 8 5.0000 .1875 .1345 1'-0" 1'-0" 19'-5 1/8" 266#EPX001 9 5.0000 .1875 .1644 10" 10" 20'-3 3/8" 145#
IdBolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Washer PartNoDia. Length Thick. Out In
A 8 A325 1/2" 2" 1/2" 2 2 0097280B 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284C 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080
1 19'-2"Dimension Key
2 8 1/2"3 2 @ 5'-0"4 2'-6"5 1'-1"6 2 @ 4'-6 1/8"7 2 @ 4'-5 3/4"8 22'-6" Ridge Ht.9 10'-0 7/16" 1.000:12
Horiz. Clearance between members 1(CX001) and 8(CX001): 56'-7"Frame Clearances
Vert. Clearance at member 1(CX001): 17'-10 5/8"Vert. Clearance at member 8(CX001): 17'-10 5/8"Vert. Clearance at member 9(EPX001): 20'-3 3/8"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
30'-0" 30'-0"
E
BL
A
BL
CL
C
60'-0" 10'-0"
1
10'-0"
1
FRAME CROSS SECTION AT FRAME LINE(S) 1
2
GFB2050
GFB2050
GC340034
GC340034
GC340034
PG1
PG1
PG1
7'-6"
34
GFB2063
GFB2037
GFB2037
GFB2082
5
4 @ 5'-0"6
GFB2082
GFB2037
GFB2037
GFB2063
5
4 @ 5'-0"6
2
GFB2050
GFB2050
GC340034
GC340034
GC340034
PG1
PG1
PG1
7'-6"
34
GFB2050
GFB2050
57
GFB2050
GFB2050
57
20'-0"
8
GCE052033
GC5
GC5
30'-1 1/4" 1.000:12 30'-1 1/4" 1.000:1299
CBX001CBX001
CX001
RBX001
RBX002RBX003
CX001
EPX001
AA B
B B
B
C
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
Shape Name = Office-Warehouse Building Wall 4, Frame 1
NTS11/17/2017 10:26:49
PERMIT SET- For Building Dept. Approval
FRAME CROSS SECTION AT FRAME LINE(S) 1North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
7
11/17/2017
PartFrame Member Schedule
Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.WeightCBX002 10001 5.0000 .2500 .1345 1'-0" 1'-0" 10'-7 9/16" 158#CBX002 10002 5.0000 .2500 .1345 1'-0" 1'-0" 10'-7 9/16" 158#CX002 1 5.0000 .2500 .1345 1'-0" 2'-1" 19'-6 1/4" 409#RBX004 2 5.0000 .2500 .1644 2'-0" 1'-3" 27'-3 3/8" 484#
3 5.0000 .1875 .1345 1'-3" 1'-7"RBX005 4 5.0000 .1875 .1345 1'-7" 1'-3" 27'-5 5/16" 484#
5 5.0000 .2500 .1644 1'-3" 2'-0"CX002 6 5.0000 .2500 .1345 1'-0" 2'-1" 19'-6 1/4" 409#
IdBolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Washer PartNoDia. Length Thick. Out In
A 6 A325 3/4" 2 1/2" 5/8" 2 1 0097284B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284C 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284
1 19'-2"Dimension Key
2 8 1/2"3 2 @ 5'-0"4 1'-4"5 1'-2"6 1'-1"7 2 @ 4'-6 1/8"8 2 @ 4'-5 3/4"9 22'-6" Ridge Ht.10 10'-0 7/16" 1.000:12
Horiz. Clearance between members 1(CX002) and 6(CX002): 54'-5"Frame Clearances
Vert. Clearance at member 1(CX002): 17'-3 7/16"Vert. Clearance at member 6(CX002): 17'-3 7/16"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
E
BL
A
BL60'-0" 10'-0"
1
10'-0"
1
FRAME CROSS SECTION AT FRAME LINE(S) 2
2
GFB2081
(2)GFB2097
PG1
PG1
PG1
PG1
7'-6"
34
5
(2)GFB2097
GFB2063
GFB2063
GFB2081
GFB2081
ESBSB
6
4 @ 5'-0"7
GFB2081
GFB2063
GFB2081
(2)GFB2097
ESBSB
6
4 @ 5'-0"7
2
GFB2081
(2)GFB2097
PG1
PG1
PG1
PG1
7'-6"
34
5
(2)GFB2050
(2)GFB2050
68
(2)GFB2050
(2)GFB2050
68
20'-0"
9
30'-1 1/4" 1.000:12 30'-1 1/4" 1.000:121010
CBX002CBX002
CX002
RBX004
RBX005
CX002
AAB
C
B
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
Shape Name = Office-Warehouse Building Wall 4, Frame 2
NTS11/17/2017 10:26:51
PERMIT SET- For Building Dept. Approval
FRAME CROSS SECTION AT FRAME LINE(S) 2North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
8
11/17/2017
PartFrame Member Schedule
Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.WeightCBX003 10001 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 11/16" 134#CBX003 10002 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 11/16" 134#CX003 1 8.0000 .2500 .1644 1'-0" 2'-1" 19'-6 1/4" 553#RBX006 2 5.0000 .3125 .1345 2'-0" 1'-4" 27'-3 3/8" 452#
3 5.0000 .1875 .1345 1'-4" 9"RBX007 4 5.0000 .1875 .1345 9" 1'-4" 27'-4 5/16" 450#
5 5.0000 .3125 .1345 1'-4" 2'-0"CX004 6 8.0000 .2500 .1345 1'-0" 2'-2" 19'-6 5/16" 518#
IdBolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Washer PartNoDia. Length Thick. Out In
A 6 A325 3/4" 2 1/2" 1/2" 2 1 0097284B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284C 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284
1 19'-2"Dimension Key
2 8 1/2"3 2 @ 5'-0"4 1'-4"5 1'-2"6 1'-1"7 2 @ 4'-6 1/8"8 2 @ 4'-5 3/4"9 22'-6" Ridge Ht.10 10'-0 7/16" 1.000:12
Horiz. Clearance between members 1(CX003) and 6(CX004): 54'-4"Frame Clearances
Vert. Clearance at member 1(CX003): 17'-5 11/16"Vert. Clearance at member 6(CX004): 17'-5 3/4"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
E
BL
A
BL60'-0" 10'-0"
1
10'-0"
1
FRAME CROSS SECTION AT FRAME LINE(S) 3
2
PG1
PG1
PG1
PG1
7'-6"
34
5
(2)GFB2097
GFB2063
GFB2063
GFB2037
EAP1
ESBSB
6
4 @ 5'-0"7
GFB2037
GFB2063
GFB2097
(2)GFB2097
EAP1
ESBSB
6
4 @ 5'-0"7
2
PG1
PG1
PG1
PG1
7'-6"
34
5
(2)GFB2050
(2)GFB2050
68
(2)GFB2050
(2)GFB2050
68
20'-0"
9
30'-1 1/4" 1.000:12 30'-1 1/4" 1.000:121010
CBX003CBX003
CX003
RBX006
RBX007
CX004
AA B
C
B
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
Shape Name = Office-Warehouse Building Wall 4, Frame 3
NTS11/17/2017 10:26:52
PERMIT SET- For Building Dept. Approval
FRAME CROSS SECTION AT FRAME LINE(S) 3North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
9
11/17/2017
PartFrame Member Schedule
Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.WeightCBX003 10001 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 11/16" 134#CBX003 10002 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 11/16" 134#CX005 1 5.0000 .2500 .1345 1'-0" 1'-11" 19'-6 1/16" 389#RBX008 2 5.0000 .2500 .1644 2'-4" 1'-2" 27'-5 1/2" 467#
3 5.0000 .1875 .1345 1'-2" 1'-1"RBX009 4 5.0000 .1875 .1345 1'-1" 1'-2" 27'-7 13/16" 466#
5 5.0000 .2500 .1644 1'-2" 2'-3 15/16"CX006 6 5.0000 .2500 .1345 1'-0" 1'-11" 19'-6 1/16" 389#
IdBolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Washer PartNoDia. Length Thick. Out In
A 6 A325 3/4" 2 1/2" 1/2" 2 1 0097284B 12 A325 3/4" 2 1/2" 3/8" 4 2 Yes 0097284C 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284
1 19'-2"Dimension Key
2 8 1/2"3 2 @ 5'-0"4 1'-4"5 1'-2"6 1'-1"7 2 @ 4'-6 1/8"8 2 @ 4'-5 3/4"9 22'-6" Ridge Ht.10 10'-0 7/16" 1.000:12
Horiz. Clearance between members 1(CX005) and 6(CX006): 54'-9"Frame Clearances
Vert. Clearance at member 1(CX005): 16'-11 1/4"Vert. Clearance at member 6(CX006): 16'-11 5/16"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
E
BL
A
BL60'-0" 10'-0"
1
10'-0"
1
FRAME CROSS SECTION AT FRAME LINE(S) 4
2
GFB2081
GFB2097
PG1
PG1
PG1
PG1
7'-6"
34
5
(2)GFB3000
GFB2063
GFB2063
GFB2050
EAP1
ESBSB
6
4 @ 5'-0"7
GFB2050
GFB2063
GFB2097
(2)GFB3000
EAP1
ESBSB
6
4 @ 5'-0"7
2
GFB2081
GFB2097
PG1
PG1
PG1
PG1
7'-6"
34
5
(2)GFB2050
(2)GFB2050
68
(2)GFB2050
(2)GFB2050
68
20'-0"
9
30'-1 1/4" 1.000:12 30'-1 1/4" 1.000:121010
CBX003CBX003
CX005
RBX008
RBX009
CX006
AAB
C
B
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
Shape Name = Office-Warehouse Building Wall 4, Frame 4
NTS11/17/2017 10:26:54
PERMIT SET- For Building Dept. Approval
FRAME CROSS SECTION AT FRAME LINE(S) 4North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
10
11/17/2017
PartFrame Member Schedule
Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.WeightCBX004 10001 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 11/16" 134#CBX004 10002 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 11/16" 134#CX007 1 8.0000 .2500 .1345 1'-0" 1'-11" 19'-6 1/16" 521#RBX010 2 5.0000 .1875 .1644 2'-5" 1'-3" 27'-5 3/8" 449#
3 5.0000 .1875 .1345 1'-3" 11"RBX011 4 5.0000 .1875 .1345 11" 1'-3" 27'-7 7/8" 445#
5 5.0000 .1875 .1644 1'-3" 2'-4 15/16"CX008 6 5.0000 .2500 .1345 1'-0" 1'-11" 19'-6 1/16" 396#
IdBolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Washer PartNoDia. Length Thick. Out In
A 4 A325 3/4" 2 1/2" 1/2" 1 1 0097284B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284C 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284D 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes 0097284
1 19'-2"Dimension Key
2 8 1/2"3 2 @ 5'-0"4 1'-4"5 1'-2"6 1'-1"7 2 @ 4'-6 1/8"8 2 @ 4'-5 3/4"9 22'-6" Ridge Ht.10 10'-0 7/16" 1.000:12
Horiz. Clearance between members 1(CX007) and 6(CX008): 54'-9"Frame Clearances
Vert. Clearance at member 1(CX007): 17'-0 1/2"Vert. Clearance at member 6(CX008): 16'-10 5/16"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
E
BL
A
BL60'-0" 10'-0"
1
10'-0"
1
FRAME CROSS SECTION AT FRAME LINE(S) 5
2
PG1
PG1
PG1
PG1
7'-6"
34
5
(2)GFB3021
GFB2063
GFB2063
GFB2050
EAP1
ESBSB
6
4 @ 5'-0"7
GFB2050
GFB2063
GFB2097
(2)GFB3021
EAP1
ESBSB
6
4 @ 5'-0"7
2
GFB2081
GFB2097
PG1
PG1
PG1
PG1
7'-6"
34
5
(2)GFB2050
(2)GFB2050
68
(2)GFB2050
(2)GFB2050
68
20'-0"
9
30'-1 1/4" 1.000:12 30'-1 1/4" 1.000:121010
CBX004CBX004
CX007
RBX010
RBX011
CX008
AAB
C
D
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
Shape Name = Office-Warehouse Building Wall 4, Frame 5
NTS11/17/2017 10:26:55
PERMIT SET- For Building Dept. Approval
FRAME CROSS SECTION AT FRAME LINE(S) 5North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
11
11/17/2017
PartFrame Member Schedule
Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight DetailCBX005 10001 5.0000 .1345 .1345 1'-0" 1'-0" 10'-7 13/16" 113#CBX006 10002 5.0000 .1345 .1345 1'-0" 1'-0" 10'-7 7/8" 113#CX009 1 8.0000 .2500 .1345 1'-0" 1'-0" 19'-5 1/8" 426#RBX012 2 5.0000 .1875 .1345 1'-7" 9" 28'-4 9/16" 337#
3 5.0000 .1345 .1345 9" 9"RBX013 4 5.0000 .1345 .1345 9" 9" 27'-10 7/8" 334#
5 5.0000 .1875 .1345 9" 1'-7"CX010 6 5.0000 .1875 .1345 1'-0" 1'-7" 19'-5 3/4" 317#EPX002 7 5.0000 .1345 .1644 10" 10" 20'-0 1/2" 108# BR25CAEPX003 8 5.0000 .1345 .1644 10" 10" 20'-0 1/2" 108# BR25CA
IdBolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Washer PartNoDia. Length Thick. Out In
A 4 A325 1/2" 1 1/2" 3/8" 1 1 49080B 12 A325 3/4" 2 1/2" 3/8" 2 4 Yes 0097284C 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284D 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284E 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
1 19'-2"Dimension Key
2 8 1/2"3 2 @ 5'-0"4 2'-6"5 1'-1"6 2 @ 4'-6 1/8"7 2 @ 4'-5 3/4"8 22'-6" Ridge Ht.9 10'-0 7/16" 1.000:12
Horiz. Clearance between members 1(CX009) and 6(CX010): 56'-0"Frame Clearances
Vert. Clearance at member 1(CX009): 17'-7 3/8"Vert. Clearance at member 6(CX010): 17'-7 13/16"Vert. Clearance at member 7(EPX002): 20'-0 3/16"Vert. Clearance at member 8(EPX003): 20'-0 3/16"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
18'-0" 24'-0" 18'-0"
E
BL
A
BL
CL
D
CL
B
60'-0" 10'-0"
1
10'-0"
1
FRAME CROSS SECTION AT FRAME LINE(S) 6
2
GC340034
GC340034
GC340034
PG1
PG1
PG1
7'-6"
34
GFB2081
GFB2046<S>
GFB2033<S>
GFB2037
EAP2
5
4 @ 5'-0"6
GFB2037
GFB2033<S>
GFB2046<S>
GFB2063
GFB2081
EAP2
5
4 @ 5'-0"6
2
GFB2081
GFB2081
PG1
PG1
PG1
GC340034
GC340034
GC340034
7'-6"
34
GFB2050
GFB2050
57
GFB2050
GFB2050
57
20'-0"
8
GC5
GC5
GC5
GC5
GC5
GC5
30'-1 1/4" 1.000:12 30'-1 1/4" 1.000:1299
CBX005CBX006
CX009
RBX012
RBX013
CX010
EPX002
EPX003
AA B
C
D
E E
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
Shape Name = Office-Warehouse Building Wall 4, Frame 6
NTS11/17/2017 10:26:57
PERMIT SET- For Building Dept. Approval
FRAME CROSS SECTION AT FRAME LINE(S) 6North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
12
11/17/2017
PartFrame Member Schedule
Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.WeightCX011 1 5.0000 .3125 .1345 1'-6" 1'-6" 19'-0 9/16" 405#RBX014 2 5.0000 .1875 .1345 1'-0" 1'-0" 15'-1 3/8" 213#
3 5.0000 .1875 .1345 1'-0" 1'-0"CX011 4 5.0000 .3125 .1345 1'-6" 1'-6" 19'-0 9/16" 405#
IdBolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows PartNoDia. Length Thick. Out In
A 12 A325 3/4" 2 1/2" 5/8" 3 3 0097284
1 8"Dimension Key
2 1'-0 1/2"
Horiz. Clearance between members 1(CX011) and 4(CX011): 15'-2"Frame Clearances
Vert. Clearance at member 1(CX011): 17'-9 13/16"Vert. Clearance at member 4(CX011): 17'-9 13/16"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
19'-6"
11 18'-2"
5 6
PORTAL FRAME ELEVATION ALONG E
CX011
RBX014
CX011
A A
19'-0
9/16"
2
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
Shape Name = Office-Warehouse Building Wall 4, Frame 5
NTS11/17/2017 10:26:58
PERMIT SET- For Building Dept. Approval
PORTAL FRAME ELEVATION ALONG ENorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
13
11/17/2017
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
17-026398-01
NTS11/17/2017 SEDSheet 10:26:58
PERMIT SET- For Building Dept. Approval
PRIMARY BRACING SED'SNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
14
11/17/2017
1 002SGA11056Part Mark Key
2 002SGA180643 001SGA110564 001SGA180645 EWRC210
1 6"Dimension Key
MarkSecondary Part Schedule
Part Thick. Depth Lap DetailE1 00108CS1911416B1 0.0680 8 1/2" RSB004,RSB003,RSB002,RSB001E10 08E2011414DDB11 0.0790 8 1/2" RS12PEE11 08E1911414DDB11 0.0790 8 1/2" RS12PEE12 00208ES1911414B11 0.0790 8 1/2" RS12PF,RS12PEE13 00308ES1911417B11 0.0600 8 1/2" RS12PF,RS12PEE15 00408ES2711414B11 0.0790 8 1/2" RS12PH,RS12PAE16 00308CS1911416B1 0.0680 8 1/2" RSB004,RSB003,RSB002,RSB001E2 08C1911416DDB0 0.0680 8 1/2" RSB004,RSB003,RSB002,RSB001E3 08C2011416DDB0 0.0680 8 1/2" RSB004,RSB003,RSB002,RSB001E4 08C2111416DDB0 0.0680 8 1/2" RSB004,RSB003,RSB002,RSB001E5 00208CS2711416B1 0.0680 8 1/2" RSB004,RSB003,RSB002,RSB001E8 00108ES2711414B11 0.0790 8 1/2" RS12PH,RS12PAE9 08E2111414DDB11 0.0790 8 1/2" RS12PA,RS12PEP1 08Z2011417B1B1 0.0600 8 1/2" 10 1/2" RS02T1,RS01T1P10 08Z2011415B1B1 0.0730 8 1/2" 10 1/2" RS02T1,RS01T1P2 08Z211141711B0 0.0600 8 1/2" 10 1/2" RS01T1P3 08Z221141711B0 0.0600 8 1/2" 10 1/2" RS01T1P4 08Z271141644B0 0.0680 8 1/2" 2'-10 1/2" RS01T1P5 08Z3111416B5B1 0.0680 8 1/2" 3'-10 1/2" RS02T1,RS01T1P6 08Z3111413B5B1 0.0880 8 1/2" 3'-10 1/2" RS02T1,RS01T1P7 08Z241141622B0 0.0680 8 1/2" 1'-4 1/2" RS01T1P8 08Z241141722B0 0.0600 8 1/2" 1'-4 1/2" RS01T1P9 08Z2011416B1B1 0.0680 8 1/2" 10 1/2" RS02T1,RS01T1
IdSecondary Bracing Schedule
Qty Mark No Spacing1 12 CPBRB010510 1'-1"2 48 CPBB050108(Typ.)5'-0"3 12 CPBB040712 4'-6 1/8"4 32 PBA0410 4'-6 1/8"5 48 PBA0409 4'-5 3/4"6 32 PBA0105 1'-1"7 10 CPBB040704 4'-5 3/4"See SED:BR09PK, BR09RY, BR09RZ, BR09PH, BR09JHBR09JG, BR09K5, BR09K2, BR09JR
60'-0"
111'-0"
1 27'-6" 22'-0" 21'-0" 20'-0" 19'-6" 1
P6(Typ.)
E8
P7
P8(Typ.)
P7
E9
P3(Typ.)
E10
P2(Typ.)
E11
P9
P1(Typ.)
P9
E12
12
34
12
34
13
4 4
13
4 4
13
4 4
13
4 4
13
4
P10
P1(Typ.)
P10
E13
P2(Typ.)
E11
P3(Typ.)
E10
P7
P8(Typ.)
P7
E9
P6(Typ.)
E15
34
12
12
344
13
44
13
44
13
44
13
4
13
4
10'-0"
P1(Typ.)
E1
P2(Typ.)
E2
P3(Typ.)
E3
P4(Typ.)
E4
P5(Typ.)
E5
55
5
67
5
655
67
5
655
67
5
655
67
5
65
65
7
65
10'-0"
P5(Typ.)
E5
P4(Typ.)
E4
P3(Typ.)
E3
P2(Typ.)
E2
P1(Typ.)
E16
5 5
65
7
65
65 5
67
5
65 5
67
5
65 5
67
5
65 5
67
5
ROOF SECONDARY PLAN
A BL
BC
DE BL
1
BL
2 3 4 5 6
BL
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
Shape Name = Office-Warehouse Building, Shape = Office-Warehouse Building, Shape = Office-Warehouse Building
NTS11/17/2017 10:27:01
PERMIT SET- For Building Dept. Approval
ROOF SECONDARY PLANNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
15
11/17/2017
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
NTS11/17/2017 SEDSheet 10:27:01
PERMIT SET- For Building Dept. Approval
ROOF SECONDARY SED'SNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
16
11/17/2017
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
NTS11/17/2017 SEDSheet 10:27:03
PERMIT SET- For Building Dept. Approval
ROOF SECONDARY SED'SNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
17
11/17/2017
1 GFA206Part Mark Key
MarkSecondary Part Schedule
Part Thick. Depth Lap DetailG1 00108BB280101510 0.0730 8 1/2" WSR001,WS01HQ,WS01HT,WS01HJG2 00108ZS280101110 0.1130 8 1/2" WSR001,WSR004,WS01H2
60'-0"
20'-0"
30'-0" 30'-0"
A
BL
E
BL
CL
C
1W1B0
G1
G2(Typ.)
1W1B1
G1
G2(Typ.)
7'-6"
2@5'-0"
1
1
1
1
1
1
SECONDARY ELEVATION AT 1
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
Shape Name = Office-Warehouse Building, Wall = 1
NTS11/17/2017 10:27:05
PERMIT SET- For Building Dept. Approval
SECONDARY ELEVATION AT 1North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
18
11/17/2017
1 JTG1Part Mark Key
2 PG13 G7(Typ.)
1 6"Dimension Key
2 1'-4"3 1'-2"4 2'-0"5 4'-0"6 1'-0"
MarkSecondary Part Schedule
Part Thick. Depth Lap DetailG10 00608ZS320841300 0.0880 8 1/2" WSR001,WS20F2G11 00708ZS320841400 0.0790 8 1/2" WSR001,WS20F2G12 00808ZS320841600 0.0680 8 1/2" WSR001,WS20F2G3 00208ZS210841500 0.0730 8 1/2" WSR001,WS20F2G4 00308ZS210841700 0.0600 8 1/2" WSR001,WS20F2G5 00408ZS040541700 0.0600 8 1/2" WS20F2G6 08Z1911414DD00 0.0790 8 1/2" WS01G2G7 00508ZS020541700 0.0600 8 1/2" WS20F2G8 08Z2011417DD00 0.0600 8 1/2" WS01G2G9 08Z2111413DD00 0.0880 8 1/2" WS01G2H1 00108JS1400017 0.0600 8 1/2" WS20F9H2 00308JS1800017 0.0600 8 1/2" WS20F9H3 00408JS1600017 0.0600 8 1/2" WS20F9J1 00208JS1806215 0.0730 8 1/2" WS20F9,WS20F2,WS20B2,WS20B8
PartBracing Part Schedule
Qty Length Detail07RS2705 2 27'-5" BR01G2
111'-0"
20'-0"
1 19'-6" 20'-0" 21'-0" 22'-0" 27'-6" 1
6
BL
1
BL
CLCL
2
CL
3
CL
4
CL
5
CL
1
1
1
1W2B1
G3
G4(Typ.)
1 1
1 1
1 12 2
H1
22
J1
22
J1
1W2B2
G5(Typ.)
G6
1 1
1 1
1 12 2
H2
22
J1
22
J1
1W2B3
3
G8 2 2H3
22
J1
22
J1
1W2B4
G9
1
1
1
1W2B5
G10
G11
G12
7'-6"
2@5'-0"
23
4 14'-0" 5 6 18'-0" 4 6 16'-0" 5'-0"
18'-0"
18'-0"
18'-0"
07RS2705
07RS2705
SECONDARY ELEVATION AT A
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
Shape Name = Office-Warehouse Building, Wall = 2
NTS11/17/2017 10:27:06
PERMIT SET- For Building Dept. Approval
SECONDARY ELEVATION AT ANorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
19
11/17/2017
1 GFA206Part Mark Key
2 GFA300
MarkSecondary Part Schedule
Part Thick. Depth Lap DetailG13 00908ZS160101610 0.0680 8 1/2" WSR001,WS01H2,WSR004G14 01008ZS160101710 0.0600 8 1/2" WSR001,WS01H2,WSR004G15 08Z2309412EE10 0.0980 8 1/2" WS01H2G16 08Z2309414EE10 0.0790 8 1/2" WS01H2G17 01108ZS151001610 0.0680 8 1/2" WSR001,WSR004,WS01H2G18 01208ZS150801710 0.0600 8 1/2" WSR001,WSR004,WS01H2G19 01308ZS150601710 0.0600 8 1/2" WSR001,WSR004,WS01H2
60'-0"
20'-0"
18'-0" 24'-0" 18'-0"
E
BL
A
BL
CL
D
CL
B
1W3B0
G13
G14(Typ.)
1W3B1
G15
G16(Typ.)
1W3B2
G17
G18
G19
7'-6"
2@5'-0"
1
1
1
2
2
2
SECONDARY ELEVATION AT 6
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
Shape Name = Office-Warehouse Building, Wall = 3
NTS11/17/2017 10:27:07
PERMIT SET- For Building Dept. Approval
SECONDARY ELEVATION AT 6North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
20
11/17/2017
1 JTG1Part Mark Key
2 PG13 G7(Typ.)4 G23(Typ.)
1 6"Dimension Key
2 1'-4"3 1'-2"4 1'-0"5 2'-0"6 4'-0 1/16"7 1'-11 15/16"8 4'-0"
MarkSecondary Part Schedule
Part Thick. Depth Lap DetailG10 00608ZS320841300 0.0880 8 1/2" WSR001,WS20F2G11 00708ZS320841400 0.0790 8 1/2" WSR001,WS20F2G12 00808ZS320841600 0.0680 8 1/2" WSR001,WS20F2G21 01408ZS040541700 0.0600 8 1/2" WS20F2G23 08Z0308417BG00 0.0600 8 1/2" WSR001,WS20F2G24 01508ZS210551700 0.0600 8 1/2" WSR001,WS20E2G25 01608ZS050251700 0.0600 8 1/2" WS20F2,WS20E2G6 08Z1911414DD00 0.0790 8 1/2" WS01G2G7 00508ZS020541700 0.0600 8 1/2" WS20F2G8 08Z2011417DD00 0.0600 8 1/2" WS01G2G9 08Z2111413DD00 0.0880 8 1/2" WS01G2H1 00108JS1400017 0.0600 8 1/2" WS20F9H2 00308JS1800017 0.0600 8 1/2" WS20F9H3 00408JS1600017 0.0600 8 1/2" WS20F9H5 00708JS1200017 0.0600 8 1/2" WS20F9J1 00208JS1806215 0.0730 8 1/2" WS20F9,WS20F2,WS20B2,WS20B8J2 00508JS1806216 0.0680 8 1/2" WS20F9,WS20F2,WS20B2,WS20B8J6 00608JS1702216 0.0680 8 1/2" WS20F9,WS20F2,WS20B2,WS20B8
111'-0"
20'-0"
1 27'-6" 22'-0" 21'-0" 20'-0" 19'-6" 1
1
BL
6
BL
CL CL
2
CL
3
CL
4
CL
5
CL
1
1
1
1W4B1
G10
G11
G12
2 2H3
22
J1
22
J2
1W4B2
G9
1 1
1 1
1 12 2
H2
22
J1
22
J1
1W4B3
3
G8
1 1
1 1
1 12 2
H1
22
J1
22
J2
1W4B4
G21(Typ.)
G6
1
1
1
22
J6
22
J6
1W4B5
4
G24
1 1
1 1
2 2H5
2 2H5
1W4B5
G25(Typ.)
7'-6"
2@5'-0"
23
5'-0" 16'-0" 4 5 18'-0" 4 6 14'-0" 7 8 12'-0" 8
18'-0"
18'-0"
18'-0"
14'-0"
4
SECONDARY ELEVATION AT E
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
Shape Name = Office-Warehouse Building, Wall = 4
NTS11/17/2017 10:27:08
PERMIT SET- For Building Dept. Approval
SECONDARY ELEVATION AT ENorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
21
11/17/2017
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
NTS11/17/2017 SEDSheet 10:27:08
PERMIT SET- For Building Dept. Approval
WALL SECONDARY SED'SNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
22
11/17/2017
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
17-026398-01
NTS11/17/2017 SEDSheet 10:27:10
PERMIT SET- For Building Dept. Approval
WALL SECONDARY SED'SNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
23
11/17/2017
IdCovering Schedule
Qty Length Type Gage OP Fin. Color Direction#9 37 39'-9 5/8" BRU 26 83 Z AZ Left to Right#10 37 39'-9 5/8" BRU 26 84 Z AZ Right to LeftOper. Code:83=SQ,SQOper. Code:84=SQ,SQFinish:Z=AlZnColor:AZ=Plain AlZn
IdTrim Schedule
Parts Color DetailsT1 (37)0560175 Plain AlZn ENB003,NV662T2 RBT2,(0.1)WA10A,BRRETT Match Wall ColorT3 (0.5)BRGT20L,ST10A,WA10B Cool Birch White RCB328T4 (11.1)ST10A,(4.5)GTR25 Cool Birch White NV678,RCB277T5 (0.5)BRGT20R,ST10A,WA10B Cool Birch White RCB328T6 0630043 Match Wall ColorT7 (1.5)CP410,(2)4CE75 Cool Birch White KV853T8 (0.5)BRGT20L,ST10A,WA10B Cool Birch White RCB328T9 (11.1)ST10A,(4.5)GTR25 Cool Birch White NV678,RCB277T10 (0.5)BRGT20R,ST10A,WA10B Cool Birch White RCB328T11 0630043 Match Wall ColorT12 (1.5)CP410,(2)4CE75 Cool Birch White KV853
PartFastener Schedule
Description0097230UNPNTD (T-3) 1/4-14 x 1 1/4", 3/8" Hex Hd w/Washer0097357UNPNTD (T-1) 1/4-14 x 7/8", 3/8" Hex Hd w/Washer
IdPlanograph Schedule
DetailsT1 P-102961,P-104288,P-105848T2 P-081166,P-081168,P-GAIT3 P-081166,P-081183,P-104288,P-104544,P-GAIT4 P-080873,P-080948,P-103223,P-103315,P-104550,P-107511T5 P-081166,P-081183,P-104288,P-104544,P-GAIT6 P-081166,P-081236,P-081242,P-103223,P-104542,P-104550T7 P-105224,P-105225,P-105228T8 P-081166,P-081183,P-104288,P-104544,P-GAIT9 P-080873,P-080948,P-103223,P-103315,P-104550,P-107511T10 P-081166,P-081183,P-104288,P-104544,P-GAIT11 P-081166,P-081236,P-081242,P-103223,P-104542,P-104550T12 P-105224,P-105225,P-105228
60'-0"
111'-0"
(37)#9
T1T2 T2
(37)#10
T3
T4
T5
T6 T6
T7
T7
T7
T7
T8
T9T10
T11T11 T12
T12
T12
T12
ROOF COVERING PLAN
A BL
BC
DE BL
1
BL
2 3 4 5 6
BL
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
17-026398-01
Shape Name = Office-Warehouse Building, Shape = Office-Warehouse Building, Shape = Office-Warehouse Building
NTS11/17/2017 10:27:12
PERMIT SET- For Building Dept. Approval
ROOF COVERING PLANNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
24
11/17/2017
IdCovering Schedule
Qty Type Start Length Gage OP Fin. Color Increment Direction#15 10 BRP 19'-11 5/8" 26 38 K WB 3" Left to Right#1 10 BRP 22'-2 5/8" 26 38 K WB -3" Left to RightOper. Code:38=SQ,SQFinish:K=Butler-CoteColor:WB=Cool Birch White
IdTrim Schedule
Parts Color DetailsT1 (2.4)BA225,(5)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T2 (2)BRCT12 Cool Birch White WCB037,WCB040T3 (2.5)BRCL12,(1.5)BRGT20R,(3.0)WA10A Cool Birch White KV357,KV358,PV166,WCB043,WCB044T4 (2.5)BRCL12,(1.5)BRGT20L,(3.0)WA10A Cool Birch White KV357,KV358,PV166,WCB043,WCB044
PartFastener Schedule
Description0097365-141 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer
IdPlanograph Schedule
DetailsT1 P-080873,P-081505,P-081612T2 P-081612T3 P-081166,P-104288,P-GAIT4 P-081166,P-104288,P-GAI
60'-0"
20'-0"
A
BL
E
BL
19'-11
5/8"
20'-2
5/8"
20'-5
5/8"
20'-8
5/8"
20'-11
5/8"
21'-2
5/8"
21'-5
5/8"
21'-8
5/8"
21'-11
5/8"
22'-2
5/8"
(10)#15
22'-2
5/8"
21'-11
5/8"
21'-8
5/8"
21'-5
5/8"
21'-2
5/8"
20'-11
5/8"
20'-8
5/8"
20'-5
5/8"
20'-2
5/8"
19'-11
5/8"
(10)#1
T1
T2
T2
T3T4
COVERING ELEVATION AT 1
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
17-026398-01
Shape Name = Office-Warehouse Building, Wall = 1
NTS11/17/2017 10:27:15
PERMIT SET- For Building Dept. Approval
COVERING ELEVATION AT 1North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
25
11/17/2017
IdCovering Schedule
Qty Type Start Length Gage OP Fin. Color Direction#2 23 BRP 20'-2" 26 BB K WB Left to Right#3 14 BRP 2'-1 1/8" 26 DD K WB Left to RightOper. Code:BB=SQ,NTOper. Code:DD=SQ,NTFinish:K=Butler-CoteColor:WB=Cool Birch White
IdTrim Schedule
Parts Color DetailsT1 (1.5)DSF12 Cool Birch White NV539T2 (1.5)DG12 Cool Birch White NV537T3 (0.9)BA225,(1.8)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T4 (0.2)BA225,(0.4)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T5 (0.1)BA225,(0.2)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T6 (1.3)BA225,(2.7)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T7 CTB2L,CTB2R Match Wall Color ENB003,NV663,WCB036,WCB038T8 (2)BRCT12 Cool Birch White WCB037,WCB040T9 0640492,(2)CP410,4CE75 Cool Birch White KV851
PartFastener Schedule
Description0097365-141 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer
IdPlanograph Schedule
DetailsT1 P-104219T2 P-104219T3 P-080873,P-081505,P-081612T4 P-080873,P-081505,P-081612T5 P-080873,P-081505,P-081612T6 P-080873,P-081505,P-081612T7 P-081505,P-081612T8 P-081612T9 P-105224,P-105225,P-105228
1 3'-0"Dimension Key
111'-0"
20'-0"
6
BL
1
BL
(8)#2
(4)#3
(2)#2
(5)#3
(2)#2
(5)#3
(11)#2
T1
T1
T1
T1
T1
T1
T2 T2 T2
T3 T4 T5 T6 T7
T8
T9
T9
T9
T9
22'-0" 14'-0" 5'-0" 18'-0" 1 16'-0" 33'-0"
COVERING ELEVATION AT A
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
17-026398-01
Shape Name = Office-Warehouse Building, Wall = 2
NTS11/17/2017 10:27:16
PERMIT SET- For Building Dept. Approval
COVERING ELEVATION AT ANorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
26
11/17/2017
IdCovering Schedule
Qty Type Start Length Gage OP Fin. Color Increment Direction#4 10 BRP 19'-11 5/8" 26 38 K WB 3" Left to Right#5 10 BRP 22'-2 5/8" 26 38 K WB -3" Left to RightOper. Code:38=SQ,SQFinish:K=Butler-CoteColor:WB=Cool Birch White
IdTrim Schedule
Parts Color DetailsT1 (2.4)BA225,(5)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T2 CTB2L,CTB2R Match Wall Color ENB003,NV663,WCB036,WCB038T3 (2)BRCT12 Cool Birch White WCB037,WCB040T4 (2.5)BRCL12,(1.5)BRGT20L,(3.0)WA10A Cool Birch White KV357,KV358,PV166,WCB043,WCB044T5 (2.5)BRCL12,(1.5)BRGT20R,(3.0)WA10A Cool Birch White KV357,KV358,PV166,WCB043,WCB044
PartFastener Schedule
Description0097365-141 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer
IdPlanograph Schedule
DetailsT1 P-080873,P-081505,P-081612T2 P-081505,P-081612T3 P-081612T4 P-081166,P-104288,P-GAIT5 P-081166,P-104288,P-GAI
60'-0"
20'-0"
E
BL
A
BL
19'-11
5/8"
20'-2
5/8"
20'-5
5/8"
20'-8
5/8"
20'-11
5/8"
21'-2
5/8"
21'-5
5/8"
21'-8
5/8"
21'-11
5/8"
22'-2
5/8"
(10)#4
22'-2
5/8"
21'-11
5/8"
21'-8
5/8"
21'-5
5/8"
21'-2
5/8"
20'-11
5/8"
20'-8
5/8"
20'-5
5/8"
20'-2
5/8"
19'-11
5/8"
(10)#5
T1 T2
T3
T4 T5
COVERING ELEVATION AT 6
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
17-026398-01
Shape Name = Office-Warehouse Building, Wall = 3
NTS11/17/2017 10:27:17
PERMIT SET- For Building Dept. Approval
COVERING ELEVATION AT 6North Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
27
11/17/2017
IdCovering Schedule
Qty Type Start Length Gage OP Fin. Color Direction#6 21 BRP 20'-2" 26 BB K WB Left to Right#7 13 BRP 2'-1 1/8" 26 DD K WB Left to Right#8 3 BRP 6'-1 1/8" 26 DD K WB Left to RightOper. Code:BB=SQ,NTOper. Code:DD=SQ,NTFinish:K=Butler-CoteColor:WB=Cool Birch White
IdTrim Schedule
Parts Color DetailsT1 (1.5)DSF12 Cool Birch White NV539T2 (1.5)DG12 Cool Birch White NV537T3 DG12 Cool Birch White NV537T4 (1.3)BA225,(2.7)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T5 (0.1)BA225,(0.2)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T6 (0.2)BA225,(0.4)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T7 (0.2)BA225,(0.5)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T8 (0.2)BA225,(0.3)BT12A Cool Birch White ENB003,GV383,NV663,WCB036,WCB038T9 CTB2L,CTB2R Match Wall Color ENB003,NV663,WCB036,WCB038T10 0640492,(2)CP410,4CE75 Cool Birch White KV851
PartFastener Schedule
Description0097365-141 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer
IdPlanograph Schedule
DetailsT1 P-104219T2 P-104219T3 P-104219T4 P-080873,P-081505,P-081612T5 P-080873,P-081505,P-081612T6 P-080873,P-081505,P-081612T7 P-080873,P-081505,P-081612T8 P-080873,P-081505,P-081612T9 P-081505,P-081612T10 P-105224,P-105225,P-105228
1 3'-0"Dimension Key
2 4'-0"
111'-0"
20'-0"
1
BL
6
BL
(11)#6
(5)#7
(2)#6
(5)#7
(3)#6
(3)#7
(3)#6
(3)#8
(2)#6T1
T1
T1
T1
T1
T1
T1
T1
T2 T2 T2
T3
T4 T5 T6 T7 T8T9 T9
T10
T10
T10
T10
33'-0" 16'-0" 1 18'-0" 5'-0 1/16" 14'-0" 5'-11 15/16" 12'-0" 2
COVERING ELEVATION AT E
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
17-026398-01
Shape Name = Office-Warehouse Building, Wall = 4
NTS11/17/2017 10:27:18
PERMIT SET- For Building Dept. Approval
COVERING ELEVATION AT ENorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
28
11/17/2017
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
17-026398-01
NTS11/17/2017 SEDSheet 10:27:23
PERMIT SET- For Building Dept. Approval
COVERING & TRIM SED'SNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
29
11/17/2017
VPC FILENAME:
BUTLER MANUFACTURING1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIESONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOESNOT APPLY TO THE PERFORMANCE ORDESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPTTO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
REV: DATE: BY: DESCRIPTION: BUILDER:
CUSTOMER:
LOCATION:
PROJECT:
BUILDER'S PO#:
a division of BlueScope Buildings North America, Inc.
PAGE:
DRAWN/CHECK:
DATE:
JOB #:
/
VPC VERSION:DRAWING SCALE:
Butler Manufacturing
CTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITSHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUTPRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
17-026398-01
NTS11/17/2017 SEDSheet 10:27:24
PERMIT SET- For Building Dept. Approval
COVERING & TRIM SED'SNorth Valley Building Systems, Inc.
Franklin Construction
Paradise, California
Franklin Construction
17-1037 2017.2a
17-026398-01
11/09/2017
SIB HA
30
11/17/2017