ar drawings 11/09/2017 permit drawings 11/09/2017 …

30
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS MATERIALS GENERAL NOTES ASTM DESIGNATION 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. VPC FILENAME: BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO 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 INDEX DRAWING TITLE PAGES COVER SHEET CODES AND LOADS ANCHOR ROD PLAN PRIMARY STRUCTURAL SECONDARY STRUCTURAL COVERING SPECIAL DRAWINGS STANDARD ERECTION DETAILS PLANOGRAPH DETAILS DRAWING RELEASE HISTORY TYPE DATE DESCRIPTION 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. Butler Manufacturing 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. Butler Manufacturing a division of BlueScope Buildings North America Inc. NOTES C 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, 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 SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A529, A572, A588, A992 A500 A653, A792 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. 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 IN ERECTION DRAWING DETAILS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, 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 CONSTRUCTION AND/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 RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472 ACCREDITATION. FOR CONSTRUCTION 24-30 15-23 6-14 4-5 3 2 1 PERMIT SET- For Building Dept. Approval Permit Drawings Rev 01 11/17/2017 PERMIT SET- For Building Dept. Approval Permit Drawings 11/09/2017 11/09/2017 AR Drawings 17-026398-01 11/17/2017 10:26:43 COVER SHEET North 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

Upload: others

Post on 28-Nov-2021

2 views

Category:

Documents


0 download

TRANSCRIPT

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

17-026398-01

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

17-026398-01

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