HomeMy WebLinkAboutB16-1237 042-020-104Codes and Loads
WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,
HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN
INDICATED 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: Chico County: Butte State: California Country: United States
Building Code
Building Code: CA13 Structural: 10AISC - ASD Rainfall: I: 0.10 inches per hour
Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete
Building Risk/Occupancy Category: II (Standard Occupancy Structure)
Dead and Collateral Loads Material Dead Weight Roof Live Load
Collateral Gravity:5.00 psf Roof Covering + Second. Dead Load: Varies Roof Live Load: 20.00 psf Reducible
Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf
Wind Load
Wind Speed: Vult: 110.00 (Vasd: 85.21) mph
The 'Envelope Procedure' is Used
Wind Exposure: C - Kz: 0.932
Parts Wind Exposure Factor: 0.932
Wind Enclosure: Enclosed
Topographic Factor: Kzt: 1.0000
NOT Windborne Debris Region
Base Elevation: 0/0/0
Primary Zone Strip Width: 2a: 13/0/0
Parts / Pcrtions Zone Strip Width: a: 6/6/0
Basic Wind Pressure: q: 24.55 psf
Snow Load
Ground Snow Load: pg: 0.00 psf
Flat Roof Snow: pf: 0.00 psf
Design Snow (Sloped): ps: 0.00 psf
Rain Surcharge: 0.00
Exposure Factor: 2 Partially Exposed - Ce: 1.00
Snow Importance: Is: 1.000
Thermal Factor: Unheated - Ct: 1.20
Ground / Roof Conversion: 0.70
Unobstructed, Slippery
Seismic Load
Lateral Force Resisting Systems using Equivalent Force Procedure
Mapped MCE Acceleration: Ss: 61.80 %g
Mapped MCE Acceleration: S1: 27.60 %g
Site Class: Stiff soil (D)
Seismic Importance: Ie: 1.000
Design Acceleration Parameter: Sds: 0.5379
Design Acceleration Parameter: Shc: 0.3400
Seismic Design Category: D
Seismic Snow Load: 0.00 psf
% Snow Used in Seismic: 0.00
Diaphragm Condition: Flexible
Fundamental Period Height Used: 18/0/0
Transverse Direction Parameters
Ordinary Steel Moment Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.2827
R -Factor: 3.50
Overstrength Factor: Omega: 2.50
Deflection Amplification Factor: Cd: 3.00
Base Shear: V: 0.1537 x W
Longitudinal Direction Parameters
Ordinary Steel Concentric Braced Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.1748
R -Factor: 3.25
Overstrength Factor: Omega: 2.00
Deflection Amplification Factor: Cd: 3.25
Base Shear: V: 0.1655 x W
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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.
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 SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.JOB
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
CODES AND LOADS
REV:
DATE
BY:
DESCRIPTION:BUILDER:
North Valley Building Systems, Inc.
CUSTOMER:
LOCATION:Chico,
Chi co, California
PROJECT: Gig 7 Crop Insurance
BUILDER'SPOA
a dvielnn
BUTLER
Butler Manufacturing
VPCVERslort 2016.1
d BlueS000e Build nos North Arrerlca. Inc.
B
16-008721-01
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.
DATE:
5/11/2016
DRECK
/
JILD RFG
PAGE:
1 2
DRAVNNGSCALE: NTS
VPC FILENAME: 16008721-oi
47
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BUILDER/CONTRACTOR RESPONSIBILITIES
Butler Nifg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice.
Butler Mfg. staixdard product specifications, design, fabrication, quality criteria shall govern all work
unless stipulated otherwise in the contract documeres. In case of discrepancies between
Butler 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 froin all governing agencies
and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance
of Bugler interpretation of the contract purchase order. Unless specific design criteria concerning
interface design and details are furnished as part of the contract, Butler Mfg. design assumptions
shalt govern.
Butier engineers are not Project Engineers or Engineer of Record for the overall project. Butler
engineering supply sealed engineering design data and drawings for Butler supplied material as part
of tl ie overall project for use by others to obtain permits, approvals, and coordinate with other
trades. The Builder or A/E firm are responsible for the overall project coordination, including
coordination with appropriate inspection and testing agencies. All interface and/or compatibility
of any materials not furnished by Butler are to be considered and coordinated by the builder or
A/E firm.
CONSTRUCTION & ERECTION RESPONSIBILITY
The Builder is responsible for construction in strict accordance with Butler Mfg.
"FOR CONSTRUCTION" drawings and all applicable product installation guides. Bober is not
responsible for work done from arty 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 U5W tolerance of installed members. Occasional
field work including shimming, cutting, coping, and drilling for final fit -up are considered part of
erection. Specified field work and field welding conditions indicated on these drawings shall
also be included in the erectors scope of work. See Erection Guide for shimming procedure.
For b.iilding with top riding bridge cranes see Crane Data drawing for column plumb tolerance.
The builciing 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 requirements
and 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. Butler
bracing is designed for code required loads after building completion ai id shall not be considered
as adi�quate erection bracing. See Erection Guide.
EXIST ING STRUCTURES
Butler must be advised of any existing structure that is within 20 ft. of i3utler's building.
Loadinc,s of both buildings may be affected wlien adjacent buildings ore within this distance.
Butler cannot be responsible for the design or loading of existing buildings.
BRACING
Te[rjion brace rods work in pairs to balance forces caused by initial tensioning. Care must be
taken wl pile tigl itening 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. For
long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending
there from secondary members.
Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler
structure must be designed by a qualified professional to deliver lateral loads to primary frames
and rod bracing struts. Equipment bracing and suspension connections must not impose torsion
or mi,)or axis loads, or cause local distortion in any Butler components. Butler accepts no
responsibility 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 accordance
with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the
welding as directed by the applicable welding procedure specification (YIPS). A WPS shall be
prep[.: red by the contractor for each welding variation specified. Tlie co[ itractor is responsible for
any special welding inspection as required by local jurisdiction. Filler metal shall be
70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system
(Seisinic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria
(20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 55ODeg F (30ODeg C).
SIGNAGE
Thr; Gunder is responsible for furnishing signs as required by Codi ai id 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 type
of cu.ninod;ty stored and the maximum storage height. Signs shall be clearly visible when
building is fully loaded to design level. Overloading of floors or walls may result in failure.
DELIVERIES
It is the responsibility of the builder to have adequate equipment available at the job site to
unload trucks in a safe and timely manner. The Builder will be responsible for all retention
charges from carriers as a result of job site unloading delays.
Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery
receipt 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 the
Bill -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 quantities
billed on the shipping document if such shortages are not noted on the shipping documents upon
delivery 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 get
wet, bundled and crated materials must be unpacked and unbundled immediately to provide
drainage 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 be
compromised. Sealant must be applied in temperatures and weather conditions
consistent with labeling.
INDEPENDENT MEZZANINES
Independent mezzanines must be designed by a professional engineer. The engineer must ensure
that proper isolation from the Butler building has been provided to avoid structural damage due to
differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no
responsibility for the design of the independent mezzanine.
FIRE CODE COMPLIANCE
ft is the responsibility of the project design professional and builder to comply with local fire code
regulations including consideration of, but not limited to, building use and occupancy, all building
construction 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 be
approved 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 or
rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc.
TIv owner shall not impose loads to this structure beyond what is specified for this building in
the contract documents. Butler Mfg. accepts no responsibility for the consequences of any
unauthorized additions, alterations, or added loads to this structure.
If tine builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder
inust notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to
proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation
rtiitlun 30 days of the building completion. Claims submitted without work authorizations, or after
30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate
amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of
Standard 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, or
specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection
compatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and
counter flashing of wall systems are to be provided by contractor. The engineer responsible for
tine wall shall design the anchorage to Butler supporting elements consistent with Code
required forces.
PANELS
Oil canning is an inherent characteristic of cold formed steel panels. It Is the result of several
factors that include induced stresses in the raw material delivered to Butler, fabrication methods,
installation procedures, and post installation thermal forces. Thru fastened panels will exhibit
some dimpling when installed, especially when insulation is Installed between panels and
secondary supports. Dimpling can be minimized by careful installation, taking care not to
over drive fasteners.
Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then
springing back into place. All panels experience this action to some degree, especially with
concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer
of blanket insulation between the panels and any hard support surface such as steel secondary
members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of
3 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 tightness
of the panels and is not grounds for rejection of panels.
The Standing Seam joint detail is designed with an interlocking feature for ease of installation.
However, it is imperative that installed Standing Seam panels be secured to the secondary
structural members and properly seamed prior to departure from the job site each day.
SKYLIGHTS
Local building departments may require added fall restraint due to conditions that may affect the
skylight structural integrity. It is the responsibility of the builder to determine and provide any
added fall restraint under the skylight as may be required by your building department.
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 project
professional and contractor are responsible to ensure that primary drains and overflow devices
such as scuppers and auxiliary drains are provided as required for the required rain intensity at
the building perimeter and at valley conditions to prevent ponding.
STEEL SHOP COAT
The purpose of Butler's shop coat is to provide protection for the steel members during
transportation, during temporary job site storage and during erection. Standard shop formulation
Is not designed to perform as a finish coat when exposed to environmental conditions. Members
shall be kept free of the ground and properly drained during job site storage. It is the Builder's
responsibility to ensure that if a finish coat is being applied over Butler shop coat that the
painting contractor verifies compatibility between his finish coat and Butler's shop coat.
BUTLER MFG. ACCREDI TATiONS AND APPROVALS
Fabricator Approvals
IAS AC472 Approvals: (www.iasonfine.org/Metal_Building_Systems/M&html)
Listed under BlueScope Buildings North America, Inc.
City of Los Angeles, CA #FB00031; City of Houston, TX 767;
City of Phoenix, AZ C19-02008; Clark County 43 & 833
Design Approvals
IAS AC472 Approvals: (www.lasonline.org/Metal_Building_Systems/MalAml)
Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc.
Canadian CSA A660 Certifications
(http:leng.cwbgroup.org/CertificatiorVPages/Certif iedCompanySearch.aspx)
Listed under BlueScope Buildings North America, Inc.
Engineering Certifications of Authorization
USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592;
MO#E-2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#F4828; WV#C03059-00;
CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134
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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.
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 SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.JOB*
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ERECTION NOTES
REv.
DATE'
BY:
DESCRIPTION
BuuDER: North Valley Building Systems, Inc.
CUSTOMER:
LOCATION: Chico, California
QCT Gig 7 Crop Insurance
BUILDER'SMt.
a dvision
BUTLER
16-008721-01
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.
DATE:
5/11/2016
/CHECK
JLD RFG
Butler Manufacturing
g
1PCVERSION: 2016.1
of BlueSoope Buildngs North Amedea. Inc.
PAGE:DRAM
PAGE:
3
DRAWNGSCALE: NTS
VPC FILENAME 16_:,87,21-c1
A
Butler Manufacturing
a divisioti of BlueSeope Buildings North America. Inc.
R
DRAWING INDEX
DRAWING TITLE
COVE=R SHEET
NOTES
ANCHOR ROD PLAN
PRIMARY STRUCTURAL
SECONDARY STRUCTURAL
COVERING
SPECIAL DRAWINGS
STANDARD ERECTION DETAILS
PLANOGRAPH DETAILS
PAGES II
1
2.3
4
5-14
15-21
PERMIT DRAWINGS
DRAWING RELEASE HISTORY
TYPE DATE I DESCRIPTION
5/11/2016 1 PERMIT SET- For Building Dept. Approval
GENERAL NOTES
MATERIALS ASTM DESIGNATION
3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55
COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60
BRACE RODS A572, A510 GRADE 50
HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50
HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50
HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B
CLADDING A653, A792 GRADE 50 OR GRADE 80
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
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.
B U TTE
COUNTY
JUN @ 9' 2016
DEVELOPMENT
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THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORIv1ANCE
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.
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 SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.JOBt
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVER SHEET
_... __._
r
BUTLER
Butler Manufacturin 9
VPCVERSION 2016.1
of BlueSeope Buildngs North Amerlea, Inc.
--
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.
CUSTOKIER.
DATE:
5/11/2016
R
DRAWING INDEX
DRAWING TITLE
COVE=R SHEET
NOTES
ANCHOR ROD PLAN
PRIMARY STRUCTURAL
SECONDARY STRUCTURAL
COVERING
SPECIAL DRAWINGS
STANDARD ERECTION DETAILS
PLANOGRAPH DETAILS
PAGES II
1
2.3
4
5-14
15-21
PERMIT DRAWINGS
DRAWING RELEASE HISTORY
TYPE DATE I DESCRIPTION
5/11/2016 1 PERMIT SET- For Building Dept. Approval
GENERAL NOTES
MATERIALS ASTM DESIGNATION
3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55
COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60
BRACE RODS A572, A510 GRADE 50
HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50
HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50
HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B
CLADDING A653, A792 GRADE 50 OR GRADE 80
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
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.
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COUNTY
JUN @ 9' 2016
DEVELOPMENT
SERVICE
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THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORIv1ANCE
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.
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 SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.JOBt
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVER SHEET
_... __._
BULOER North Valley Building Systems, Inc.
BUTLER
Butler Manufacturin 9
VPCVERSION 2016.1
of BlueSeope Buildngs North Amerlea, Inc.
16-008721-01
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.
CUSTOKIER.
DATE:
5/11/2016
LOCATON Chico, California
oRAwr,cIIECK
RFG
PROSECT. Gig 7 Crop Insurance
PAGE:
GE:
1
BtERSPor
t division
VPC PLEN-WE Wf ,,,1721-01
B �� _ �=
BUILDING
4
1 "a p( [ .� t33y{{ E '•�a. A
t
�
i
- _ _-
-.._ ._ _... .w..__...._...
m
rn
rn
71
71
p .
Frame Member Schedule
Part
Mem
Width
Thick
CX003
1
5.0000
.2500
RBX004
2
5.0000
.3125
1/2"
3
5.0000
.1875
RBX005
4
5.0000
.1875
5
5.0000
.3125
CX004
6
5.0000
.2500
8 28'-10" Ridge Ht.
7 1'-0"
6 4'-6"
5 2 @ 4'-1"
4 l'-1 1/8"
3 3'-6"
2 4'-0"
1 8 1/2"
Dimension Key
WebThk. Depthl
.1345 1'-0"
.1345 1'-8"
.1345 1'-6"
.1345 9"
.1345 1'-6"
.1345 1'-0"
(2)GFB3000
Depth2
2'-2"
11-611 '-6"
911
11-61, '-6"
1'-8"
2'-2"
co
0
N
ITi
W
C7 �
i
W
GFB20811
I
I
I
I
i
I
Approx.Lgth
18'-0 5/16"
31'-9 1/16"
Approx.Weight
375#
476#
31'-9 1/16" 476#
18'-0 5/16" 375#
12
ok11,5%
0
LO
0
N � �
CD i
W i
i
i � O
Frame Clearances
Horiz. Clearance between members l(CX003) and 6(CX004): 59'-2 11/16"
Vert. Clearance at member 1(CX003): 16'-5"
Vert. Clearance at member 6(CX004): 16'-5"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
Bolt Connection & Plate Schedule
Id Qty Grade Bolt
Bolt
Plate
Rows
Rows Washer PartNo
Dia.
Length
Thick.
Out
In
A 5 A325 3/4"
2 1/2"
1/2"
2
3 Yes 0097284
B 4 A325 3/4"
2 1/2"
3/8"
1
1 Yes 0097284
N N M MS @ S'. Q 13
M rn p., Q, �0
W w
0
B
C)
� � W
� W
a � �
R
65'-0"
FRAME CROSS SECTION AT FRAME LINES) 2
Shape Name = Unit 1 - Building Wali 4, Frame 2
00
0
N
W
isr
0
11
I
I
I
I
I
I
I
1(2)GFB3000
JGFB2081
I
I
I
I
I
3 �1� G I
c7
C 6779)4'+''��
r2,
CAL
1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120)
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY
BUTLER MANUFACTURING
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
ONLY TO THE WORK PRODUCT OF BUTLER
OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED
1540 GENESSEE ST. KANSAS CITY, MO 64102
FRAME CROSS SECTION AT FRAME LINE(S) 2
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
MFG, AND DESIGN AND PERFORMANCE
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
UNLESS NOTED OTHERWISE.
REQUIREMENTS SPECIFIED BY BUTLER.
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
J013 t.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
THE BUTLER MFG. ENGINEER'S SEAL DOES
REV.
OATS
BY:
DESCRIPTION:
BUILDER: North Valle/ Building Systems, Inc.
16-008721-01
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR
SIDE OF THE WEB AS THE HILLSIDE WASHER.
NOT APPLY TO THE PERFORMANCE OR
CUSTOMER:
DATE:
DESIGN OF ANY OTHER PRODUCT OR
ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN
BUTLER
5/11/2016
COMPONENT FURNISHED BY BUTLER EXCEPT
ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL
LOCATION: Chico, lif
Caorna
i
oRAwwcr+ECK
TO ANY DESIGN OR PERFORMANCE
APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING
PROJECT: Gig7 Crop Insurance
P
Butler Manufacturing
JLD / RFG
DRAVNNGSCALE: NTS
PAGE:
7
REQUIREMENTS SPECIFIED BY BUTLER.
TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUILDER'S PON
VPCVERSION: 2016.1
VPC F LENAME- 16-008721.01
5112018 15.40:56
a dviaion of BlueSoope Widir pe North Artnrlca. Inc.
f--, .••. � . . x , . - .. � ray
12
VPC FILENAME: 16,r,08721-01 oil lUvio
Frame Member Schedule
Part
Mem
Width
Thick
CX007
1
5.0000
.2500
RBX006
2
5.0000
.3125
De th2
3
5.0000
.1875
RBX007
4
5.0000
.1875
2'-2"
5
5.0000
.3125
CX008
6
5.0000
.2500
6 28'-10” Ridge Ht.
5 11-0"
4 4'-6"
3 2 @ 4'-1"
2 1'-1 1/8"
1 8 1/2"
Dimension Key
T
(2)GFB3000
GFB2083
1. USE 1/2 X 1 1/2 A325 -N 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.
VPC FILENAME: moce721-01
oW-1
a 11-6„ —5
0
in
C.
N �
i
i
i
i
N N0 5 1 I /8 ,I
PO w 9. 000
B o
o
� � N
� ` W
� W
\ � M
� � o
co �� �` o
w �
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.
65'-0"
FRAME CROSS SECTION AT FRAME LINES) 4
Shape Name = Unit 1 - Building Wail 4, Frame 4
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 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.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
[2)GFB3000
GFB2081
It
ko
I
C 6J14
C
``�IFCF CNL�F��
FRAME CROSS SECTION AT FRAME LINE(S) 4
REV. DATE BY: DESCRIPTION: ICER: North Valley Building Systems, Inc.
CUSTOMER:
LOCATION: Chico, California
PROJECT: Gig 7 Crop Insurance
DRAWNG SCALE: NTS BULDER'S POK
16-008721-01
DATE:
BUTLER
5/1112016
ORAIM�YCHECIC
Butler PAl.3E: Manufacturing JLD / RFG
VPC VERSION: 216.1 9
a dvislon of BlueScope SLACInps North America, Inc.
Frame Clearances
WebThk.
De thl
De th2
APprox.L th
APProx.Wei ht
Horiz. Clearance between members l(CX007)
and 6(CX008):
59'-2 11/16"
.1345
1'-0"
2'-2"
18'-0
5/16"
374#
Vert. Clearance at member 1(CX007): 16'-5"
.1345
1'-8"
1'-6"
31'-9
1/16"
476#
Vert. Clearance at member 6(CX008): 16'-5"
.1345
1'-6"
9"
Finished Floor Elevation = 100'-0" (Unless
Noted
Otherwise)
.1345
9"
1'-6"
31'-9
1/16"
476#
.1345
1'-6"
1'-8"
.1345
1'-0"
2'-2"
18'-0
5/16"
375#
OBolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate Rows
Rows
Washer
PartNo
Dia. Length Thick. Out
In
A 5 A325 3/4" 2 1/2" 1/2" 3
2
Yes
0097284
B 4 A325 3/4" 2 1/2" 3/8" 1
1
Yes
0097284
C 4 A325 3/4" 2 1/2" 1/2" 2
2
Yes
0097284
T
(2)GFB3000
GFB2083
1. USE 1/2 X 1 1/2 A325 -N 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.
VPC FILENAME: moce721-01
oW-1
a 11-6„ —5
0
in
C.
N �
i
i
i
i
N N0 5 1 I /8 ,I
PO w 9. 000
B o
o
� � N
� ` W
� W
\ � M
� � o
co �� �` o
w �
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.
65'-0"
FRAME CROSS SECTION AT FRAME LINES) 4
Shape Name = Unit 1 - Building Wail 4, Frame 4
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 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.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
[2)GFB3000
GFB2081
It
ko
I
C 6J14
C
``�IFCF CNL�F��
FRAME CROSS SECTION AT FRAME LINE(S) 4
REV. DATE BY: DESCRIPTION: ICER: North Valley Building Systems, Inc.
CUSTOMER:
LOCATION: Chico, California
PROJECT: Gig 7 Crop Insurance
DRAWNG SCALE: NTS BULDER'S POK
16-008721-01
DATE:
BUTLER
5/1112016
ORAIM�YCHECIC
Butler PAl.3E: Manufacturing JLD / RFG
VPC VERSION: 216.1 9
a dvislon of BlueScope SLACInps North America, Inc.
Frame
Member
Schedule
BUTLER MANUFACTURING
1, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120)
ONLY TO THE WORK PRODUCT OF BUTLER
OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED
1540 GENESSEE ST. KANSAS CITY, MO 64102
FRAME CROSS SECTION AT FRAME LINE(S) 5
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
MFG. AND DESIGN AND PERFORMANCE
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
Part
Mem
Width
Thick
WebThk.
Depthl
Depth2
Approx.Lgth
BULDER: North Valley Building Systems, Inc.
nc.
Approx.Weight
Frame Clearances
UNLESS NOTED OTHERWISE.
THE BUTLER MFG. ENGINEER'S SEAL DOES
CX009
1
5.0000
.2500
.1345
1'-0"
2'-2"
18'-0
5/16"
374#
Horiz. Clearance between members l(CX009)
and 6(CX008):
59'-2 11/16"
RBX007
2
5.0000
.3125
.1345
1'-8"
1'-6"
31'-9
5/11/2016
1/16"
476#
Vert. Clearance at member l(CX009):
16'-5"
COMPONENT FURNISHED BY BUTLER EXCEPT
ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL
DRAVMYCHECK
JLD RFG
Vert. Clearance at member 6(CX008):
16'-5"
TO ANY DESIGN OR PERFORMANCE
APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING
3
5.0000
.1875
.1345
1'-6"
9"
DRAWING SCALE: NTS
SPECIFIED BY BUTLER.
TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUPO* BUILDER'S
VPCVERSION: 2016.1
N Ci, ..C....... 0.04- Al- A -d - Irv.
r:REQUIREMENTS 10
Finished Floor Elevation = 100'-0"
(Unless
Noted Otherwise)
RBX007
4
5.0000
.1875
1345
.'
9"
1-6"
31'-9
1/16"
476#
5
5.0000
.3125
.1345
1'-6"
1'-8"
CX008
6
5.0000
.2500
.1345
1'-0"
2'-2"
18'-0
5/16"
375#
L
OBolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate
Rows
Rows Washer
PartNo
Dia. Length Thick.
Out
In
A 4 A325 3/4" 2 1/2" 1/2"
2
2 Yes
0097284
B 4 A325 3/4" 2 1/2" 3/8"
1
1 Yes
0097284
T
(2)GFB3000
6 28'-10" Ridge Ht.
5 1'-0"
4 4'-6"
3 2 @ 4'-1"
2 1'-1 1/8"
1 8 1/2"
Dimension Key
OCJQ .I
5' _\j
O
0
O
W �
W
L9 i
i
i
i
i
i
i
r 11-
M
M M
O o
N N
M m
W W
O
L0
O
� N
� � W
34''3
L° 5, Z/8►,
00, 4
w i
C7
OD 00
O O
W
65'-0"
FRAME CROSS SECTION AT FRAME LINES) 5
Shape Name = Unit 1 - Building Wall 4, Frame 6
1(2)GFB3000
VPC FILENAME'. j&c,G8721-ct
r7.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY
BUTLER MANUFACTURING
1, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120)
ONLY TO THE WORK PRODUCT OF BUTLER
OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED
1540 GENESSEE ST. KANSAS CITY, MO 64102
FRAME CROSS SECTION AT FRAME LINE(S) 5
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
MFG. AND DESIGN AND PERFORMANCE
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
REQUIREMENTS SPECIFIED BY BUTLER.
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
REv.
C Te
Bv:
DESCRIPTION:
BULDER: North Valley Building Systems, Inc.
nc.
-008721-01
UNLESS NOTED OTHERWISE.
THE BUTLER MFG. ENGINEER'S SEAL DOES
166-
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR
sore
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
NOT APPLY TO THE PERFORMANCE OR
CUSTOMER:
SIDE OF THE WEB AS THE HILLSIDE WASHER.
DESIGN OF ANY OTHER PRODUCT OR
ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN
LOCATION: Chico, California
BUTLER
5/11/2016
COMPONENT FURNISHED BY BUTLER EXCEPT
ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL
DRAVMYCHECK
JLD RFG
TO ANY DESIGN OR PERFORMANCE
APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING
PROJECT: Gig 7 Crop Insurance
Manufacturing
Butler Manufacturin
DRAWING SCALE: NTS
SPECIFIED BY BUTLER.
TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUPO* BUILDER'S
VPCVERSION: 2016.1
N Ci, ..C....... 0.04- Al- A -d - Irv.
r:REQUIREMENTS 10
VPC FILENAME'. j&c,G8721-ct
r7.
• VPC FLEt"L 1&�8721-o1
511 ir201e 15 41:02
ROD SLOT BACKING
PLATE MAY EXIST
HARDWARE INSTALL
IN THIS ORDER:
H,LLSiDE WASHER
FLAT WASHER "B"
FLAT WASHER "A"
HCX NUT
WALL BRACE
ROD
REV. DAT -05/10/10 REV. NO 01 ROD BRACING THRU ROD SLOT
BR02H1 COLUMN SHOWN / RAFTER SIMILAR
—10*0
0
0—
CLIP REQ'D W1
THICK FLANGES
0
ALTERNATE CONNECTIONS
BRACE ¢ FRMS BRACE
LOCATION I LOCATION
- ROOF NOTE: ALL BOLTS TO BE
SECONDARY 1/2" X 1 1/2" A325
MEMBER BOLTS (49080) (U.N.O.)
FLANGE BRACE
(CFS-) OR (HFB-)
FLANGE BRACE WILL TYPICALLY
CONNECT TO THE WEB OF THE
FRAME MEMBER.
1/2" X 1 1/2" A325 BOLTS (49080) WITH
HARDENED WASHER (095872) EACH SIDE
(TYP AT PURLIN END OF BRACE) 1-11�
FLANGE BRACE REQUIREM--NTS:
RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON
CROSS SECTION IS NOT ACCOMPANIED BY (2). ENDPOST
RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
WHEN PART MARK IS ACCOMPANIED BY (2).
RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
CENTER OF THE BUILDING.
RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
SIDE OF THE FRAME WEB.
'1* 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
REV. OATE.07/01/DgRE'. NO.001 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE:06/14/11 IRLY NO. 01
BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN I BR25A3
PURLIN
FLANGE BRACE (GFB— OR HFB—)
F FEET G = GAGE
CX*** =
COLUMN (PLATE)
WASHERS
CGX*** —
ROLA DIA.
NUT
A
B
HILLSIDE
3/8.
095321
09640B
46040
043657
1/2"
095230
095872
095946
043657
5/8"
095233
095945
095946
043657
3/4'
095235
095946
095948
043658
7/13"
095237
095947
095948
043658
1"
095238
095948
095949
043659
1 1/8"
095239
095949
095949
043659
REV. DAT -05/10/10 REV. NO 01 ROD BRACING THRU ROD SLOT
BR02H1 COLUMN SHOWN / RAFTER SIMILAR
—10*0
0
0—
CLIP REQ'D W1
THICK FLANGES
0
ALTERNATE CONNECTIONS
BRACE ¢ FRMS BRACE
LOCATION I LOCATION
- ROOF NOTE: ALL BOLTS TO BE
SECONDARY 1/2" X 1 1/2" A325
MEMBER BOLTS (49080) (U.N.O.)
FLANGE BRACE
(CFS-) OR (HFB-)
FLANGE BRACE WILL TYPICALLY
CONNECT TO THE WEB OF THE
FRAME MEMBER.
1/2" X 1 1/2" A325 BOLTS (49080) WITH
HARDENED WASHER (095872) EACH SIDE
(TYP AT PURLIN END OF BRACE) 1-11�
FLANGE BRACE REQUIREM--NTS:
RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON
CROSS SECTION IS NOT ACCOMPANIED BY (2). ENDPOST
RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
WHEN PART MARK IS ACCOMPANIED BY (2).
RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
CENTER OF THE BUILDING.
RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
SIDE OF THE FRAME WEB.
'1* 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
REV. OATE.07/01/DgRE'. NO.001 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE:06/14/11 IRLY NO. 01
BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN I BR25A3
PURLIN
FLANGE BRACE (GFB— OR HFB—)
F FEET G = GAGE
CX*** =
COLUMN (PLATE)
I = INCHES 0 = OPERATION
CGX*** —
COLUMN (GAGE)
E = EIGHTHS C = FIN/COLOR
WCX*** =
COLUMN (HOTROLL)
PANEL/COVERING
BUTLER
Butler Manufacturing
g
VPCVERSION: 2016,1
of BlusScooa Buildnos North America, Ine.
16-008721-01
116-
W 1 31 1 7 2 6 1 K T D
RBX*** =RAFTER
{PLATE)
* F F I I E G G 0 C C C
BGX*** s
RAFTER (GAGE)
LENGTH CODE
WRX***
RAFTER (HOTROLL)
TRX;** =
TRUSS RAFTER
INSULATION
1 B 1 3 0 1 0 3 6 0 3 0 W V
ICX*** INTERIOR COLUMN
•* F F F I I I I I I E C C
PCX*** a
PIPE COLUMN,
LENGTH WIDTH THK CODE
TCX44* =
TUBE COLUMN
SECONDARY (STANDARD)
0 B Z 1 9 1 1 4 1 7—————
EPX*** =
ENDPOST (PLATE)
k k* F F I I E G G* * ***
EGX*** a
ENDPOST (GAGE)
DEPTHLENGTH GAGE ADJUST.CODES
SHAPE
CBX*** =
CANOPY (PLATE)
SECONDARY (SPECIAL)
CBX*** =
PIGGYBACK CANOPY
00108Z1911417---
DCC*** =
8 1/2" GAGE POST
• * •' ' • F F I I E GG' •
COUNTER DEPTH& LENGTH GAGE ADJUST.CODES
DCE*** =
10" GAGE POST
SHAPE
ROD BRACING
RAKE J 0 3 R S 2 5 1 0 RS = THREADS BOTH ENDS
BEAM I E * * F F I I RT = THREADS ONE END - CLEVIS ONE END
DIA LENGTH RU = CLEVIS BOTH ENDS
RP = THREAD BOTH ENDS — NO HILLSIDES
BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT:
REFER TO:
WIDESPAN STRUCTURAL SYSTEM
2013 INSTALLATION GUIDE
BUTLER
m
�RDATE!08/22/11TREV. N0. 01 REV. DA11:01/30/14 REV. NQ 00ENDPOST TOP BRACINGMARK NUMBER KEY BASIC ERECTION GUIDE - STRUCTURAL
ENDPOST WITHIN 6" (152mrn) OF PURLIN EN50B1 COMMON GENERATED MARK NUMBERS ENB002
S
1. USE 1/2 X 1 1/2 A325 -N 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.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
7HE 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.
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 SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
PRIMARY BRACING SED'S
REV:
°Are
BY:
°EscR'Pr'°":
BUILDER: North Valley Building Systems, Inc.
CUSTOMER:
LOCATION: Chico, California
PROJECT: Gig 7 Crop Insurance
BUILDER'S PO#
a dvlaion
BUTLER
Butler Manufacturing
g
VPCVERSION: 2016,1
of BlusScooa Buildnos North America, Ine.
16-008721-01
116-
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.
DATE:
5/11/2016
DRAvvrHECK
RFG
GE:
PAGE:
1 13
r0ZIL NG SCALE: NTS
VPC FILENAME 16-GG8721-01
"'*"GUSSETS WHEN REQUIRED BY DESIGN STITCH
OR "*"GUSSETS WHEN REQUIRED BY DESI
•• VV✓JLLJ YY lIIJ IV LN" VU 11\LJ✓ LL Ll L1 L-) 1171V
N _
�-�-
VLY
•• VV VJLIV YY 11LL ♦,LJ �[V 11\LV ✓1 VL✓1TY P
1 1/2" — 3 (10 GA. WEB)
CJP
_ OR
_� �_��
T Y P
2 — 5 (3/16 & 1/4 WEB)
-------------------------------- ----------------- - =Y---,
, j-� CJP
ALTERNATE
4 — 8 (5/16 — 1/2 WEB)
* �k
BOLTING
f
PLATE
f
ROWS
rROWS
' - `ROWS
ROWS OUT I Al
i OUT
OUT
OUT
,�---
f�----
TYP
-
ALTERNATE
*
-'""--
BOLTING V
TYP
PLATE
OR
ALTERNATE
ROWS
CJ
BOLTING
OR ROWS
ROWS IN
ALTERNATE
PLATE ROWS ALTERNA
E ALTERNATE CJP-! f_ f---- -"%% ,, IN
f.- ' ' �� IN __
OR BOLTING
i '' .-IN ---------- BOLTIN _ _-
BOLTING -
PLATE
CJP •,
/ _ __
PLATE
PLAT -----'"--
RID
Rows; 'i- ,
oR
ti F
/ RA TER
�'�-----
'
CJP
CJP
;
,t
OR
Ci
VSTITCH
"-ROWS OUT CJP
`•�
,1 1/2" — 3 (10 GA. WEB)
STITCH
% 2 — 5 (3/16 & 1/4 WEB)
* �k
OR
1 1/2" — 3 (10 GA. WEB) CJP
`�
*
ALTERNATE
CJP '�.. *
Ci
2 — 5 (3/16 & 1/4 WEB) '�
;�
BOLTING
4 — 8 (5/16 — 1/2 WEB)
PLATE
REV. DATE: 01113/14 REV. NO. 02
HAUNCH / COLUMN CONNECTION
REV. DATE: 01113/14 REV. NO. OZ
LOW SIDE HAUNCH CONNECTION
REV. DATE: 01/13/14 REV. NO. OT
HIGH SIDE CONNECTION
REV. DATE: 01/13/14 REV. NO. O2
BOLTED RAFTER SPLICE CONNECTIONS
TOP BOLTED WELD STD.
FACE BOLTED WELD STD.
BOLTED WELD STD.
WELD STD.
STITCH
1 1/2" — 3 (10 GA. WEB
COLUMN (CX—)
OR (IC
COLUMN (TCX—) OR (PCX—)
2 — 5 (3/16 & 1/4 WE
CJP
4 — 8 (5/16 — 1/2 WEB)
;
i
CJP
j E
FLANGE CHANGE
i
CONNECTION
i
SPLICE
TU$E OR PIPE COLUMN
t
CJP
STIFF. (S.W.)
-----------�
r------------------ —.
i
CJP
BASE PLATE
I I
i j RANDOM SHOP SPLICE
\rnn
i
BASE PLATE
CJP
TYP.
CJP
I_ DESIGN MEMBER DEPTH
1—
REV. DATE: 2/23112 REV. NO. O1
FRAME CONNECTION AT INTERIOR COLUMN
REV. DATE: 2/23/12 REV. NO. 01
TYPICAL BASE PLATE CONNECTION
REV. DATE: 283112 REV. NO. 01
TYPICAL BASE PLATE CONNECTION
REV. DATE: TR3/12 REV. NO. 01
VARIOUS RANDOM SHOP SPLICE
WELD STD.
BASE PLATE TO COLUMN WELD STD.
BASE PLATE TO COLUMN WELD STD.
SHOP SPLICE WELD STD.
_ MINIMUM FILLET WELD
FLUSH - UNSTIFFENED
• The Table below Shows Code minimum welds for AISC & CSA/W59.
If weld shown on Engineering Weld Standard or on fabrication
LANGE PLAT GENERAL NOTES
GENERAL NOTES:
o o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0
docurnellts are less than these, then the weld size shown below
THE FILLET WELD SHALL BE CONTINUOUSLY
0 0 0 0 0 0 0 0 0 0 0 0
is to be used, based on the material thickness bei,lg joined.
SUBMERGED ARC WELDED ONE SIDE OF THE
1. SEE FRAME CROSS SECTION FOR BOLTING PLATE
o 0 0 0 0 0 0 0
AISC TABLE J2.4 & AWSD1.15.8
MINIMUMGMAWFILLET WELD SIZE
WEB TO BOTH FLANGES AS ILLUSTRATED.
WEB PLATE THE MINIMUM FILLET WELD SIZE SHALL BE
THICKNESS AND NUMBER OF ROWS OUT AND IN.
0 0 0 0
f TAKEN FROM TABLE BELOW.
11 12 13 14 51 52 53 54
Minimum Size
Base Metal Thickness (T)' of Fillet Weld
2. MIN. BOLTING PLATE WIDTH =FLANGE SIZE (6 "
EXTENDED - UNSTIFFENED
in. mm in. mm
T<1/4 T<6 1/8 3
MIN.)
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
1/4<T<1/2 T<_12 3/16 5
_
MIN. Li
0 0 0 0 0 0 0 0
• 1/2<T<3/4_ 12<T<20 1/4 6
3- SIZE OF WELDS UNLESS NOTED ARE BASED ON
O O O O
MINIMUM FILLET WELD SIZES (USA, CANADA B, MEXICO) (AWSD1.1-TABLE5.8)
ala <T 20 <T 5/16 8
MATERIAL THICKNESS
FLANGETHICKNESS
- ' T = Thickl;ess of the thinner part joined (USA, CANADA & MEXICO)
WEB 3/16"
THICKNECS OR
OVER
114" 5/16" 318" 112" 5181 314" 1" 1 Ip" 1 114" 1 114"
31 32 33 71 72 73
- Assumes low hydrogen welding process using GMAW filler metal
LESS
EXTENDED -STIFFENED (GUSSET)
1oGA 1/a1
1/8" 118" 118" 118" 1/a" 118" 1111" 1/8" 118" 1/8"
class ER70-3 (B-G49A 2C G3) or SAW filler metal class F7A0-
SGA 118"
118- 1/8" 1/8" 1111" 118" 118" 1/8" 118" 118" 1/8"
EF013K (F49A2-FM13K).
0 0 0 0 010 0 0 0 0 0 0 0 0 0 0 0 0
3116" 1/8"
1/8- Ile" 1/8" 1/8" 1181 118" v8" 3116" 3116" 3116"
FILLET WELD ASSEMBLY (AWS D1.1-06 Sec 5.22.1)
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
114" 1181
1/8" 1/6" 118" 118" 1/a" 118" 3116" 3/16" 3116" 3/161
o 0 0 0 0 0 0 0
Gaps In parts to be joined by fillet welds may have a
s11s" Ire"
1/11" 3116"3/16" 3116" 3116" 3116" 3/16" 3/16" alts" 6116"
gap of < 1/16" with no adjustment In weld size.
O O O O
318" 118"
118" 3/16" 3116" 3116" 3116" 3116" 3/16" 3116" 3116" 3116"
Gaps > 1/16" but < 3/16";fillet weld leg must be Increased
112" 118"
118' 3/16" 3116" 3/16" 3/16" 31161 3116" 3116" 3/16" 3/16"
by the amount of the root opening.
41 42 43 81 82 83
u6- 1/111
1/8" 3116" 3116" 3/16" 114" v4"1/a- v4" 114" 1/4"
Gaps > 3/16", corrective work is required to bring parts
Minimum bolt spacing Is 3" U.N.O.
> 3la" 1/a"
118" 3116" 3116" 3/16" 1/4- 114" 5/16" F4 S16" 5/16" 5116-
into acceptable contact
SEE "BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID
FJ
REV. DATE: 2/23/12 REV. NO. 01
GENERAL WELD REQUIREMENTS
REV. DATE: 2/23/12 REV. NO. Ot
TYPICAL NOTES
REV. DATE: 2123/12 REV. NO. 01
GENERAL NOTES
REV. DATE: 01/13/14 REV. NO. 03
BOLTED END-PLATE CONNECTION LAYOUT
WELD STD.
TYPICAL SECTION THRU BUILT-UP MEMBERS
r—
/o iz;
' ' l C '7794
Lr_ l 111 0
clvl�_
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY
BUTLER MANUFACTURING
MRD50 DRAWING
ONLY TO THE WORK PRODUCT OF BUTLER
OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED
1540 GENESSEE ST. KANSAS CIN, MO 64102
MFG. AND DESIGN AND PERFORMANCE
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: North Valley Building Systems, Inc.
OB 0
16-008721-01
116 -
REQUIREMENTS SPECIFIED BY BUTLER.
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
OF ANY OTHER PRODUCT OR
CUSTOMER:
Chico, California
BUTLER
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR
ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN
DATE
5/11 /2016
DRAWNICHECCHECK
DESIGN
LOCATION:
•
COMPONENT FURNISHED BY BUTLER EXCEPT
ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL
JLD / RFG
TO ANY DESIGN OR PERFORMANCE
APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING
PROJECT: Gig 7 Crop Insurance
Butler Manufacturing
g
PAGE:
DRAWING SCALE: NTS
REQUIREMENTS SPECIFIED BY BUTLER.
TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY'BRACING.
BUILDER'SPoa
VPC VERSION: 2016.1
14=
VPC FILENAME: 16-008721 01
i
VPC FILENAME 16XJJ8721-01
ERECTION NOTE:
BRACE i FRAXC BRACE
OOF
LOC.4iII LOCATION SEC,UNCARY WHEN A CHANNEL BRACE DOES NOT LINE UP W.TH ANOTHER
MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR
A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD
CHANNEL -
NOTE: USE (1) 11/32" X 1 1/4"
1. SEE CHART FOR RIDGE BRACE NEST AND T-45 GRAY SCRUBOLT097352)
SCRUBOLT NUT (097267
ASSEMBLY SELECTION. ROTATE HEAD OF SCRUBOLT TO
0•, --uI THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. PURLIN BRACE \ 2. NEST CHANNELS TO ACHIEVE Iia (� 0 ALIGNS BE ON OUTSIDE OF
0 Z, 0 (CPB-)(TYP.) I USE DROP PISECURE. HOLES AND
1 HOLES EAVE STRUT
0 0 -�- 01 USED TO
--------------- --- -
(2) 1/4-14 x 1 1/4" SECTION SECURE
FLANGE BR (2) 1/4-14 x 1 1/4" STRUCT. SCREWS WITH DROP
(GFB-) ORI-FBE-) STRUCT. SCREWS (55307) (2) 1/4" x 6 1/4" PINS
CLP REQ -0 W/ (55307) DROP PINS (097556) J
THCK -I W/
FLANGE BRACE WILL TYPICALLY
CONNECT TO TI -E WEB Of il£ I -
FRAME MEMBER.
CHANNEL CHANNEL
BRACE BRACE
(CPB-) IF (CPB-)
USE (2) 1/2"
GALV. HEX NUTS
(47120) LOCATE
1) NUT ON EACH
SIDE OF PURLIN
USE TOP HOLE OF
ANTI -ROLL CLIP
IF PRESENT.
_ AT EAVE STRUT BEND PBA TABS
AND USE (2)11/32" X 1 1/4" T-45 GRAY
SCRUBOLT (097352) AND SCRUBOLT NUT (097267)
(HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT)-
EAVE PURLIN SEE FACE OF
BRACE ASSY. EAVE STRUT VIEW
\ (PBA-) FOR TAB ATTACHMENT
FACE OF
EAVE STRUT
BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT &E SIMPLE PURLIN
NOTE: END FRAME INT. FRAME INT. FRAME INT. FRAME
1. SEE. CHART FOR RIDGE BRACE NEST AND END BAY INTERIOR BAY
ASSEMBLY SELECTION. ROOTATE
CHANELS
2. NEST CHANNELS TO ACHIEVE �� �:n
TO ALIGN 1 PURLIN BRACE 0 ] O O 1 PURLIN BRACE 0 ] O O
- 5" BETWEEN HOLES AND �HOLES CHANNEL
CHA,:N'-L USE DROP PINS TO SECURE. CHANNEL
PUR_IN BRACE USED TO
(CPE.-)(TYP) vim+ SECTION SECURE (2) PURLIN BRACE ] ] 0 0
(2) 1/4" x 6 1/4" WITH DROP CHANNELS (2) PURLIN BRACE
PINS (3) PURLIN BRACE CHANNELS o ] ] O
j DROP PINS (097556) I CHANNELS ] ] ] O
4 PURLIN BRACE ] ] ] ] (4) PURLIN BRACE ] ] ] ]
CHANNELS CHANNELS
i1
TYPICAL I -,-I TYPICAL
CLUSTER CLUSTER
CHANNEL STANDARD NOTES: . STANDARD NOTES:' DEPTH
RIDGE BRACE - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
Q ASSEMBLY 07 = 7"
(CPBR- THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 = 8 1/2"
PURLIN E 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION, 10 = 10"
RIpG "
] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION, ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 1, _ ,1 1/2
/
(i) 1/4" X 6 1/4" PURLIN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.
DROP PIN (097556) - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
(TYP. PER EACH END)
- CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER
PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY, PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GNEN BAY.
, . . REV. Wif:07 01 W REV, NO. 00 - "rVT[;07/Oj/O9IRFV. N0. 00
.Ev. D.,CD7/cl,, NLV No 0o SINGLE CHANNEL PURLIN BRACE KV WL -07/01/1>9"`" "O 0G CHANNEL RIDGE BRACE ASSEMBLY REVpATL:07/Ot9 IFVN000 PURLIN BRACE CLUSTER LOCATION PURLIN BRACE CLUSTER LOCATION
BROSIPH INTERMEDIATE LOCATION BR09PK SINGLE BRACE AT SYI,IMETRICAL RIDGE BR09RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION EN5191
PG1 CLIP P01 CLIP PURLINPURLIN PURLIN
WELDED CLIP CONNECTION EPC2 } EPC3 PU1RLN PC27 )a ARC1
ALT. CONNECTION d �,
X15 ENDBAY
e �' PUORLIN OF SECTION "A" SECTION "A"
vPRlr5/ 1
1 * pi WELDED CLIP BOLTED CLIP
L TT
LE ADJUST. CODES
GAGE
EIGHTHS
INCHESI LENGTH
millimeters
SHAPE
TT
ADJUST. CODES
GAGE
EIGHIH5
INCHE LENGTH
EFFTI millimeters
e,WADF
SHAPE
GAGE
DEPTH
SHAPE
`-PURLIN
pTSTRUT
Z = ZEE
11 = 0.113
ALT[RNA?E CONNCCTgNS
ZS=ZEE
11 =0.113
�
12=0.098
08 = 8 1/2'
CS = CEE
12 = 0.098
E = LOW EAVE STRUT13
= OOBB
.
HANNELFLAN31
ES - LOW EAVE STRUT
13 - 0.0138
H - HIGH EAVE STRUT
BRACE REQUIREMENTS:
11 = tt 1/2"
�RIDGE
BRACEPURLIN ASSEMBLY
EAVE PURLIN BRACE
EAVE
PAGE:
16
RULEyt- ALL FLANGE BRACES ON CROSS SECTIDNS MUST BE INSTALLED.
-
BR09JG
(CPBR-) �
USE (2) 1/2" GALV. HEXDETAIL STRUT
15 = 0.073
RULEg2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON
FF = FACE TO FACE CEE
EAVE STRUT (PBA-) AT 8 1/2 , 10",
NUTS (47120) LOCATE (1CROSS
17 - 0.060
SECTION IS NOT ACCOMPANIED BY (2).
I
EBRACE
STRAP11 1/2" PURLINS.
NUT EACH SIDE OF PURLRULEh3-
FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
(1) 1/4" X 6 1/4"
RIp
(ESBS1) AT 8 1/2%(NOT REQ. AT 7" PURLIN
EAVE PURLINWHEN
PART MARK IS ACCOMPANIED BY (2).
DROP PIN 097556
()
TO 7" EAVE STRUT)
10" 11 1/2" EAVE SRULEh4-
BRACE ASSY.USE
WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
OF THE BUILDING.
WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE
I
DOES LINE UP WITH THE DpES NGT LINE UP WITH
(TYP. PER EACH END)
DETAIL BR09JG
PURLIN
(JCP051050) AT 7"
PBA- TYP.CENTER
PURLIN ( )( )RULEk5-
WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
SLOTS IN THE PURLIN WEB. THE SLO S THE PURLIN WEB.
T
NOTE: SEE ERECTION DRAWINGS
SIDE OF THE FRAME WEB.
FOR LOCATION
FOR LOW OR HIGH EAVE LOCATIONS.
•• 10" &: 11 1/2' PURLINS REOUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
REV DATE 11/26/12 FEV. NO, 04
LAVE STRUT BRACE
REV DAT[oI/o7/IS Rtv No 0.
LAVE BRACE STRAP AND LAVE PURLIN BRACE
LOCATED AT EAVE - CENTERLINE OF FRAME
RC v. OAIE: G./ol/11 HLV. NO.D
CHANNEL BRACE E-NDIN , AT PURLIN WEB
SELF-DRILLE-R WITH BENT TABS
REv D. rt: m/o1/w Atv No 0o
TYPICAL FLANGE BRACE CONNECTIONS
REr DAIL07/01/DG REv No 00
SINGLE CHANNEL PURLIN BRACE
ENDING AT PURLIN µ'EB LOCATION
NEV QAI[O7/01/� REV No OD
CHANNEL RIDGE BRACE ASSEMBLY
RIDGE BRACE ONLY AT SYMMETRICAL RIDGE
BR09K2
BR09K5
BR09JG
BR09JK
BR09JH
BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT &E SIMPLE PURLIN
NOTE: END FRAME INT. FRAME INT. FRAME INT. FRAME
1. SEE. CHART FOR RIDGE BRACE NEST AND END BAY INTERIOR BAY
ASSEMBLY SELECTION. ROOTATE
CHANELS
2. NEST CHANNELS TO ACHIEVE �� �:n
TO ALIGN 1 PURLIN BRACE 0 ] O O 1 PURLIN BRACE 0 ] O O
- 5" BETWEEN HOLES AND �HOLES CHANNEL
CHA,:N'-L USE DROP PINS TO SECURE. CHANNEL
PUR_IN BRACE USED TO
(CPE.-)(TYP) vim+ SECTION SECURE (2) PURLIN BRACE ] ] 0 0
(2) 1/4" x 6 1/4" WITH DROP CHANNELS (2) PURLIN BRACE
PINS (3) PURLIN BRACE CHANNELS o ] ] O
j DROP PINS (097556) I CHANNELS ] ] ] O
4 PURLIN BRACE ] ] ] ] (4) PURLIN BRACE ] ] ] ]
CHANNELS CHANNELS
i1
TYPICAL I -,-I TYPICAL
CLUSTER CLUSTER
CHANNEL STANDARD NOTES: . STANDARD NOTES:' DEPTH
RIDGE BRACE - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
Q ASSEMBLY 07 = 7"
(CPBR- THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 = 8 1/2"
PURLIN E 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION, 10 = 10"
RIpG "
] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION, ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 1, _ ,1 1/2
/
(i) 1/4" X 6 1/4" PURLIN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.
DROP PIN (097556) - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
(TYP. PER EACH END)
- CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER
PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY, PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GNEN BAY.
, . . REV. Wif:07 01 W REV, NO. 00 - "rVT[;07/Oj/O9IRFV. N0. 00
.Ev. D.,CD7/cl,, NLV No 0o SINGLE CHANNEL PURLIN BRACE KV WL -07/01/1>9"`" "O 0G CHANNEL RIDGE BRACE ASSEMBLY REVpATL:07/Ot9 IFVN000 PURLIN BRACE CLUSTER LOCATION PURLIN BRACE CLUSTER LOCATION
BROSIPH INTERMEDIATE LOCATION BR09PK SINGLE BRACE AT SYI,IMETRICAL RIDGE BR09RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION EN5191
PG1 CLIP P01 CLIP PURLINPURLIN PURLIN
WELDED CLIP CONNECTION EPC2 } EPC3 PU1RLN PC27 )a ARC1
ALT. CONNECTION d �,
X15 ENDBAY
e �' PUORLIN OF SECTION "A" SECTION "A"
vPRlr5/ 1
1 * pi WELDED CLIP BOLTED CLIP
L TT
LE ADJUST. CODES
GAGE
EIGHTHS
INCHESI LENGTH
millimeters
SHAPE
TT
ADJUST. CODES
GAGE
EIGHIH5
INCHE LENGTH
EFFTI millimeters
e,WADF
SHAPE
GAGE
DEPTH
SHAPE
GAGE
Z = ZEE
11 = 0.113
07=7'
ZS=ZEE
11 =0.113
C=CEE
12=0.098
08 = 8 1/2'
CS = CEE
12 = 0.098
E = LOW EAVE STRUT13
= OOBB
.
10 - 10'
ES - LOW EAVE STRUT
13 - 0.0138
H - HIGH EAVE STRUT
14 = 0.079HS
11 = tt 1/2"
- HIGH EAVE STRUT
14 = 0.079
15 0.073
PAGE:
16
BB = BACK TO BACK CEE
16 = 0.068
FB = FACE TO BACK CEE
15 = 0.073
FF = FACE TO FACE CEE
16 - 0.068
17 - 0.060
17 - 0.060
SECONDARY PART MARK NUMBER
COMMON GENERATED MARK NUMBERS
/(4) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)
/-EAVE STRUT
WELDED CLIP CONNECTIONRP�(E BOLTED CLIP CONNECTION ��E PCE EAVE STRUT)
ALT. COtar,ECT10N F ALT. CONNECTION BOLTED CLIP CONNECTION REFER TO ERECTION DRAWINGS fRPBPY
LAVE STRUT BRACE STRAP-
:A
TRAP -
i� ALT. C014NECT10N FOR ALL CLIP MARK NUMBERS (,E
VARIES / ° AND LOCATIONS. SPP e (ESBS1) AT 8 1/2", 10",
43' f0 ;� CLIPS MAY BE REQUIRED FOR 8PY 11 1/2- PURLINS. USE
LP 8O� PURLIN TO FRAME CONNECTIONS. (JCPO51050) AT 7' PURLINS.
REFER TO INDIVIDUAL FRAME M PLATE _
CROSS SECTIONS FOR BOLTED °� SSEIE CHART
b \ CLIP PART NUM3ERS AND THEIR A ( )
EN53F1
NOTE:
EAP2 PLATE
ONLY REO'D.
WHEN CALLED
OUT ON FRAME
CROSS SECTION
SHIM PLATE
(SEE CHART)-
PLATE
HART)-PLATE
(EAP2)
SIDEWALL
OR SOLDIER
COLUMN -�
PURLIN AND GIRT SIZES
8 112' 216mm
SHIM PLATE
ROOF PITCH
RANGE
PART
NUMBER
.25 TO 1.99
N/A
2.0 TO 2.49
N/A
2.5 TO 3,49
ESH1
3.5 TO 4,00
ESH2
ROOF BEAM
1 1% I /a/
REV DAR 06,117/IS IN
RSO1 T1
EAVE
STRU
P'y0
RAKE BEAM -'
7' & 8 1/2" PURI -INS
PURLIN CONNECTION AT INTERIOR FRAME REV °ATE 06/17/15 RE
CONTINUOUS PURLINS RS02T1V. NO.m
CC '1'-0' AT 7" h 8 1/2' OUTSET
1'-3" AT 10' & 11 1/2' OUTSET
LOW EAVE STRUT SHOAN - HIGH EAVE STRUT SIMILAR
ATE:w/26/15 R(V. No. 07 EAVE STRUT CONNECTION
R512PH AT END FRAME
-ATE
PART
NUMBER
N/A
ESDI
ESH2
ESH3
ROOF BEAM
097280)
Cb
PURLIN CONNECTION TO END FRAME
CONTINUOUS PURLINS
7" OR 8 1/2'
PURLINS
0
°
'N -RAFTER
E:w/„/1A REV. NO a ANTI -ROLL PURLIN CLIPS
RS03J1 WHEN REOUIRED BY DESIGN
(2)1/2"X2"
A325 BOLT (097280) -
SHIM PLATE
ROOF PITCH
RANCE
BOLT EAVE STRUT AND
.25 TO 1.99
EAP2 PLATE TO FRAME W/
2.0 TO 2.49
(v) 1/2" X 2"
2.5 TO 3.49
A325 BOLT (097280)
3.5 TO 4.00
/
4if off,f
'1'-0" AT 7' & 8 1/2" OUTSET
1'-3" AT 10' & 11 1/2' OUTSET
LORI EAVE
STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARIS.
TL'o3/26/,5 IKLv. No.U2
EAVE STRUT W/ ATTACHMENT PLATE
END FRAME
RS12PF
1 1% I /a/
REV DAR 06,117/IS IN
RSO1 T1
EAVE
STRU
P'y0
RAKE BEAM -'
7' & 8 1/2" PURI -INS
PURLIN CONNECTION AT INTERIOR FRAME REV °ATE 06/17/15 RE
CONTINUOUS PURLINS RS02T1V. NO.m
CC '1'-0' AT 7" h 8 1/2' OUTSET
1'-3" AT 10' & 11 1/2' OUTSET
LOW EAVE STRUT SHOAN - HIGH EAVE STRUT SIMILAR
ATE:w/26/15 R(V. No. 07 EAVE STRUT CONNECTION
R512PH AT END FRAME
-ATE
PART
NUMBER
N/A
ESDI
ESH2
ESH3
ROOF BEAM
097280)
Cb
PURLIN CONNECTION TO END FRAME
CONTINUOUS PURLINS
7" OR 8 1/2'
PURLINS
0
°
'N -RAFTER
E:w/„/1A REV. NO a ANTI -ROLL PURLIN CLIPS
RS03J1 WHEN REOUIRED BY DESIGN
(2)1/2"X2"
A325 BOLT (097280) -
SHIM PLATE
ROOF PITCH
RANCE
PART
NUMBER
.25 TO 1.99
N/A
2.0 TO 2.49
ESHI
2.5 TO 3.49
ESH2
3.5 TO 4.00
ESH3
RS12PA
FRAME OR
SOLDIER
COLUMN
DATE. 07 of D I REV. No. oo SPECIAL SECONDARY PART MARK KEY
EN 51 B2 COMMON GENERATED MARK NUMBERS
EAVE
STRUT (4) 1/2" A307 THIN
LAVE STRUT HEAD BOLT (096636)
BRACE STRAP At NUT (095032)
(ESBS1) I A
0
1
SHIM PLATE ,
(SEE CHART) 1
I
PLATE
<1
ROOF BEAM
SIDEWALL OR
SOLDIER COLUMN
SHIM PLATE
EAVE STRUT AND
EAPI PLATE TO FRAME W/
(8) 1 /2" X 2"
I A325 BOLT (097280)
ROOF PITCH PART
RANGE NUMBERBOLT
.25 TO 1.99 N/A
2.0 TO 2.49 NIA
2.5 TO 3.49 ESH1
3.5 TO 4.00ESH2
11 LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS.
EAVE STRUT CONNECTION I AI DA7`03/'6/t8 REV. NO 0' EAVE STRUT W/ ATTACHMENT PLATE
AT INTERIOR FRAME 11 RS12PE il INTERIOR FRAME
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N 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.
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.
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 SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ROOF SECONDARY SED'S
REV:
GATE
BY:
oescRIPTKNJ:
BUILDER: North Valley Building Systems, Inc.
CUSTOMER:
LocATION California
Chico,
PROJECT: Gig 7 Crop Insurance
BUILDER'S PC*
■ dvlsion
BUTLER
Butler Manufacturin 9
VPCVERSION: 2016.1
of BlueScope Builcings North Amedes, Ino.
16- 116OB -
008721-01
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.
OWTE:
5AVOIXH 16
DRAwwcHECK
JLD / RFG
PAGE:
16
DRAWNGSCALE: NTS
VPC FILENAME 16-Gv8721.ol
VPC FILE4WE 16-0 8721-01
5/112016
1541:11
I
P.
R
Seccndary Part Schedule
Mark
Part
Thick.
Depth
Detail
G14
00908ZS191061310
0.0880
8
1/211
WSR001,WS01H2,WSR004
G15
01008ZS190921410
0.0790
8
1/211
WSR001,WS01H2,WSR004
G16
01108ZS160811510
0.0730
8
1/2"
WSR001,WSO4E2,WS01H2
G17
08Z2009413EE10
0.0880
8
1/2"
WS01H2
G5
00508ZS020911710
0.0600
8
1/211
WSR001,WSOlH2,WSO4E2
G7
08Z2009415EE10
0.0730
8
1/211
WS01H2
1 GFA300
Part Mark Key
C
C
F�
2'-0" 21'-0" 22'-0"
CL CL
65'-0"
SECONDARY ELEVATION AT 6
Shape Name = Unit 1 - Building, Wali = 3
1
BL
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N 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.
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.
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 SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
SECONDARY ELEVATION AT 6
REV.
DATE:
BY:
DESCRIPTION:
��: North Valley Building Systems, Inc.
CUSTOMER:
LOCATION: Chico, California
PROJECT: Gig 7 Crop Insurance
BULDER'sPar
a dvieion
BUTLER
r.
Butler Manufacturing
Vf'CVERSION: 2016.1
of BlusSoope Buildnpe North Amedca, Inc.
1
16-008721-01
16-
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.
DATE
5/11/2016
DRAvuNrcHECK
JLD / RFG
PACE:
19
DRAVVNcscr�: NTS
VPC FILENAME: 16-wa721-ot
,' F
Secondary Part Schedule
Mark
Part
G18
08Z1911417BD00
G19
08Z2011417B100
G20
OBZ21114171100
3 3'-6"
2 4'-0"
1 6 11
Dimension Key
Thick. Depth Lap Detail
0.0600 8 1/2" WSR001rWS01G2,WS01AV
0.0600 8 1/2" 10 1/2" WSR001,WS01G3
0.0600 8 1/2" 10 1/2" WSO1G3
I I I
Bracing Part Schedule
Part Qty Length
06RS2603 2 26'-3"
Detail
BROM
------------------------------
I _
I
I
I
I
I 065'2
I 60�
-------------------------------
-------------------------------
--------------------------------
---------------
I
I
I
j
I
I
I
i
I
I
G19(Typ.)
I
I
G20(Typ.)
G20(Typ.)
G20(Typ.)
G19(Typ•)
I
I
I
i
I
I
I
I
I
I
DAM
5/11/2016
5/1
I
I
G18
DRAIMHECK
YC
/ RFG
GE:
PACE:
20
DRAWNCSCAI: NTS
I OrO4
I
I
I
. _ ....
s dvielon
of BlueSmoe BuBdnoe North Amerloa. Inc.
I
I
I
I
BL
i
L
19'-61, - 20'-011 �. 20'-0" 20'-0" � 19'-6"
CL CL CL CL
100'-0"
SECONDARY ELEVATION AT D
Shape Name = Unit 1 - Building, Wall = 4
A
I
BL
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120)
W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE GRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF OV AND ROOF SHEETS.AL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
3. REMOVAL
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.
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 SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
SECONDARY ELEVATION AT D
REV.
DATE
BY:
DESCRIPTION
BLALDER: North Valley Building Systems, Inc
�TO""�
LOCATION: Chico, California
PROJECT: Gig 7 Crop Insurance
BUILDER'S PO*
BUTLER
Butler Manufacturin g
\PCVERs'ON 2016,1
JOB. 16--008721-01
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.
DAM
5/11/2016
5/1
DRAIMHECK
YC
/ RFG
GE:
PACE:
20
DRAWNCSCAI: NTS
. _ ....
s dvielon
of BlueSmoe BuBdnoe North Amerloa. Inc.
VPC FILENAME16008721-01
4 ^�
0
r
ROD SLOT BACKING
PLATE MAY EXIST
HARDWARE INSTALL
IN THIS ORDER:
HILLSIDE WASHER
FLAT WASHER "B"
FLAT WASHER "A"
HEX NJT
BRACE E FRAME BRACE ROOF
LOCATION LOCATION SECONDARY
WALL BRACE MEMBER
ROD
BR02N1
WSO -, G2
ROD BRACING THRU ROD SLOT
COLUMN SHOWN / RAFTER SIMILAR
r
0
1-7' & 8 1/2" GIRT CLIP (PG1)
10` & 1 1 112" GIRT CLIP (CCD-)
MAY BE SHOP
ZEE GIRT SHOWN WELDED (GCI OR GCA-)
CEE GIRT SIMILAR
GIRT CONN. AT COLUMN
OUTSET SIMPLE GIRTS
CRT TO
JAMS
DEPTH
01
WASFIERS
7' 8 1/2"
RCD
DIA.
NUT
A
B
HILLSIDE
-5/6,
095321
096408
46040
043657
ES - LOW EAVE STRUT
2"
095230
095872
095946
043657
V8.
095233
095945
095946
043657
3/4*
=
16 = 0.068
095235
095946
095948
043658
FLANGE BRACE WILL TYPICALLY
095237
095947
095948
043658
—7Z6"
1'
095238
095948
095949
043659
1 1
;"
095239
095949
095949 1
043659
BR02N1
WSO -, G2
ROD BRACING THRU ROD SLOT
COLUMN SHOWN / RAFTER SIMILAR
r
0
1-7' & 8 1/2" GIRT CLIP (PG1)
10` & 1 1 112" GIRT CLIP (CCD-)
MAY BE SHOP
ZEE GIRT SHOWN WELDED (GCI OR GCA-)
CEE GIRT SIMILAR
GIRT CONN. AT COLUMN
OUTSET SIMPLE GIRTS
CRT TO
JAMS
DEPTH
01
JAMB CLIP
7' 8 1/2"
1D"
11 1/2-
=
7"
JTG3 JTG6
12=0.098
08 = 8 1/2"
0
0
8 1/2'
JTGI
JTG5
JTG7
ES - LOW EAVE STRUT
10"
( j
JTG4
JTG2
u
11 1/2"
15 = 0.073
JTG2
(2) 1/2" X I
A325 BOLT (4!
DIM. A
O
to
A
SINGLE JAMB
3 1/4" AT 7", 8 1/2-. 10" JAMB
6 1/4" AT 11 1/2' JAMB
I
WS20F2
(2) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)
GIRT CLIP
(SEE CHART)
.JWN
CEE GIRT SIMILAR
JAMB CAN BE 1 1/2' DEEPER
THAN THE JAMB SUPPORT GIRT.
(ONLY EXCEPTION' 11 1/2- JAMB
CAN BE USED W/ 8 1/2' GIRT)
ALICN JAMB AND GIRT AT BL
GIRT TO JAMB
SINGLE JAMB
ALT.RNA1. C,�NNECTIUNS DEPTH
FLAN,E BRACE REQUIREMENTS: 07 = 7
RILEb1- ALL FLANGE BRACES ON CROSS SECT104S MUST BE INSTALLED. 08 = 8 1/2"
RULE#2- SINGLE FLANGE BRACES ARE REQUIRED &HEN PART MARK ON 10 = 10"
CROSS SECTION IS NOT ACCOMPANIED BY (2). 11 = 11 1/2"
RULEIJ3- FLANGE BRACES ARE REQU;RED EOOTH SIDES OF THE FRAME WEB
WHEN PART MARK IS ACCO:.IPANII=D BY (2).
R1LLE#-1- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
CENTER OF THE BUILDING,
RULE,#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
SIDE OF THE FRAME WEB.
•• 10' a 11 1/2" PURLINS REQUIRE 3 LiOLTS AT EACH END OF PURLIN LAP.
"E °""-°''°''°' ",, "° °" TYPICAL FLF�NGE BRACE CONNECTIONS REV. wiC:07/D1/09 R[V. N0. 00
BROCAE 11CONT. PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURLIN EN51 B 1
ZEE GIRT
WS01 G3
HD,DER TO
CLIP' (PCI)
GDOR HEADER
`A
I I
EQUAL 3" EQUAL
rT_T i
F70 I
I I
I I OPENING
I I HEIGHT
SECTION A -A
WS20F9
yQ
GIRT CLIP (PGI)
MAY BE S )OP
WELDED (CC1 OR GCA-)
7" & 8 1/2" GIRT
GIRT CONN. AT COLUMN
OUTSET CONTINUOUS GIRT
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120)
W/0 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 Wi.LL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
SINGLE JAMB
A307 THIN
HEAD BOLT (096636)
At NUT (095032)
HEADE=R TC JAMB
ANY HEADER, ANY SINGLE JAMB
WS01H2
TT
ADJUST. CODES
GAGE
EIGHTHS
INCHINCHES1 LENGTH
rrrI-millimeters
ADJUST. CODES
GAGE
I HTH
INCHES LENGTH
rrrT millimeters
SHAPE
GAGE
DEPTH
01
GAGE
Z = ZEE
11 = 0.113
07=7'
ZS=ZEE
�—
OI
12=0.098
08 = 8 1/2"
CS =CEE
12 = 0.098
H - HIGH EAVE STRUT
0 0
10 - 10"
ES - LOW EAVE STRUT
13 - 0.088
( j
14 = 0.079HS
11 = 11 1/2"
FLANC BRACE
14 = 0.079
15 = 0.073
(CFB- OR HFB-)
BB =BACK TO BACK CEE
CLIP RE�'J W/
=
16 = 0.068
FB - FACE TO BACK CEE
THICK' FLAt4CLS
FLANGE BRACE WILL TYPICALLY
FF = FACE TO FACE CEE
16 - 0.068
CONNECT TO THE WEB OF THE
v%
FRAME MEMBER.
ALT.RNA1. C,�NNECTIUNS DEPTH
FLAN,E BRACE REQUIREMENTS: 07 = 7
RILEb1- ALL FLANGE BRACES ON CROSS SECT104S MUST BE INSTALLED. 08 = 8 1/2"
RULE#2- SINGLE FLANGE BRACES ARE REQUIRED &HEN PART MARK ON 10 = 10"
CROSS SECTION IS NOT ACCOMPANIED BY (2). 11 = 11 1/2"
RULEIJ3- FLANGE BRACES ARE REQU;RED EOOTH SIDES OF THE FRAME WEB
WHEN PART MARK IS ACCO:.IPANII=D BY (2).
R1LLE#-1- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
CENTER OF THE BUILDING,
RULE,#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
SIDE OF THE FRAME WEB.
•• 10' a 11 1/2" PURLINS REQUIRE 3 LiOLTS AT EACH END OF PURLIN LAP.
"E °""-°''°''°' ",, "° °" TYPICAL FLF�NGE BRACE CONNECTIONS REV. wiC:07/D1/09 R[V. N0. 00
BROCAE 11CONT. PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURLIN EN51 B 1
ZEE GIRT
WS01 G3
HD,DER TO
CLIP' (PCI)
GDOR HEADER
`A
I I
EQUAL 3" EQUAL
rT_T i
F70 I
I I
I I OPENING
I I HEIGHT
SECTION A -A
WS20F9
yQ
GIRT CLIP (PGI)
MAY BE S )OP
WELDED (CC1 OR GCA-)
7" & 8 1/2" GIRT
GIRT CONN. AT COLUMN
OUTSET CONTINUOUS GIRT
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120)
W/0 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 Wi.LL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
SINGLE JAMB
A307 THIN
HEAD BOLT (096636)
At NUT (095032)
HEADE=R TC JAMB
ANY HEADER, ANY SINGLE JAMB
WS01H2
TT
ADJUST. CODES
GAGE
EIGHTHS
INCHINCHES1 LENGTH
rrrI-millimeters
ADJUST. CODES
GAGE
I HTH
INCHES LENGTH
rrrT millimeters
SHAPE
GAGE
DEPTH
SHAPE
GAGE
Z = ZEE
11 = 0.113
07=7'
ZS=ZEE
11 =0.113
C=CEE
E = LOW EAVE STRUT
12=0.098
08 = 8 1/2"
CS =CEE
12 = 0.098
H - HIGH EAVE STRUT
13 = 0.088
10 - 10"
ES - LOW EAVE STRUT
13 - 0.088
( j
14 = 0.079HS
11 = 11 1/2"
- HIGH EAVE STRUT
14 = 0.079
15 = 0.073
BB =BACK TO BACK CEE
=
16 = 0.068
FB - FACE TO BACK CEE
15 = 0.073
FF = FACE TO FACE CEE
16 - 0.068
17 0.060
17 - 0.060
SECONDARY PART MARK
COMMON GENERATED MARK
NUMBER
NUMBERS
REv. w;Lo7/DI/0+a R1- No. Do
EN5182
SPECIAL SECONDARY PAR
COMMON GENERATED MARK
MARK KEY
NUMBERS
L
JAMB CAN BE 1 1/2' DEEPER
RODS WTH
0
GIRT)
(2) 1/2" A307 THIN
THAN HE AMB SGRr ORATT a RT SECTION
8 1/2- GIRT CLIP (GC5)
10" GIRT CLIP (GCE-)
MAY BE SHOP
WELDED (GC2 OR GCB-)
1 It
¢ COLUMN
L -ZEE GIRT SHOWN
CEE GIRT SIMILAR
CORNER COLUMN
ENOWAL
L
CART
GIRT �
y
s
8 1/2" & 10" INSET GIRT
UALILC k.AM I E.LIr T
AT 7" & 10" GIRT (RIGHT SHOWN)
(GC18-) AT 8 1/2" GIRT
(GC20-) AT 11 1/2" GIRT
GIRT CONN. AT COLUMN REV. DATE. 07,23/13 1RE v. ea.w
INSET GIRTS WSO4E2
GIRT CLIP
(BOLTED) (WELDED)
(PG1) (GCI) AT 7" GIRT CORNER COLUMN
(PCI) (GC1) AT 8 1/2` GIRT
(GCD_) (GCA_) AT 10" CIRT ENDWALL
(GCD_) (GCA_) AT 11 1/2" GIRT GIRT,
SIDEWALL GIRT
�' 'j
A FRAME
GIRT CLIP
(BOLTED)(WELDED)
( •'" ) (GC64_) AT 7" GIRT GIRT FILLER ANGLE
(GC34_)(GC65_) AT 8 1/2" CART (GFA-) W/ (4) 55307
(GC62_)(CC66_) AT 10" GIRT
(CC63_)(GC67-) AT 11 1/2" GIRT
"•• - 5EE DETAIL WSR002 FOR BOLTED CLIP TO 7" GIRT
°ATE°°/'°/13 "E'7 No,00 GIRT CONN. AT CORNER COLUMN
WSR001 INSET GIRT AT EW, ANY OUTSET GIRT AT SW
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
COMPOAENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
'AKE
TEAM
GABLE GIRT CONN. TO RAKE BEAM
INSET GIRTS
GIRT CLIP
(BCI TED)(WELDED)
(GC5) (GC2) AT 8 1/2" CART
(GCE_) (GCB_) AT 10' GIRT
8 1/2" & 10"
INSET
1 SIDEWALL
GIRT
�i .9 i
s
�J
6 ¢
FRAME
GIRT CLIP
(BOLTED)(WELDED)
( ►'• )(GC64-) AT 7" GIRT GIRT FILLER ANGLE
(GC34_)(GC65_) AT 8 1/2" GIRT (GFA_) W/ (3) 55307
(GC62-)(GC66-) AT 10' GIRT
(GC63-)(GC67_) AT 11 1/2' GIRT
SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT
8 1/2" & 10- INSET SW CARTS
°A"°°/'°/" REY 140,001GIRT CONN. AT CORNER COLUMN
WSR004 ANY INSET GIRT AT EW, INSET GIRT AT SW
4f
LI
NOTE: BEFORE FASTENING THE CEE MEMBER TO THE ZEE
MEMBER. BE SURE TO CLAMP THE CEE AND ZEE AT THE
COMMON INSIDE CORNER TO ASSURE A TIGHT FIT.
(GIRT CA0521P 14-14 060) (WELDED) STRUCT FSNR/(55307)
(GCDO52060) (BOLTED) AT THIRD POINTS
A
A
I
I
I o
t ¢ COLUMN
1 1/2-
CEE
2'CEE GIRT DEPTH
FSNR AT THIRD IS 1 1/2' LESS
POINTS (55307) THAN ZEE GIRT.
14
SECTION A - A
07/01/0e REV. No CO PURLIN AND GIRT SIZES REV. DA7E:OG/18/IR
s EV. N0 a GIRT CONN. AT COLUMN
EN53F1 8 1/2` 216mm WS01AV OUTSET SIMPLE ZEE W/ NESTED CEE
OPTION SECOND CEE ON A DOUBLE
FOR FUS UP TO 9' X 9' USE (3) 1/4•-14 X 1 1/4" JAMB E HELD BACK 6' FROM
SDS (55307) LOCATED APPROX AS SHOWN. EACH END OF MAIN JAMB.
NO CLOSER THAN 3/8' FROM EDGE A
OF CLIP OR HOLES, SCREW SPACING NOT
LESS THAN 3/4" APART.
FIELD LOCATE AND DRILL (2) 9/16'
C O DIAMETER HOLES IN ZEE GIRT
\ p TO ATTACH JAMB (2) 1/2" X 1 1/2`
A325 BOLT (49080) A
0
JAMB, SINGLE 0
OR DOUBLE
DOUBLE JAMB
lIR1 JAMB BASE CONNECTION
Bff STATION CLIP (PG1)
' ADW C110N 1/2- A307 THIN
a HEAD BOLT (096636)
ZEE GIRT \ �"
AT 24 O.C.o
( BY BUILDER) BASE MEMBER I
1/2" ANCHOR do NUT (095032)
(JAMB SUPPORT \ ' A
L
JAMB CAN BE 1 1/2' DEEPER
RODS WTH
0
GIRT)
(2) 1/2" A307 THIN
THAN HE AMB SGRr ORATT a RT SECTION
DOUBLE JAMB
CONNECTION
HARDENED WASHER RPME�6
(PERI 1 1/4*
HEAD BOLT (096636)
JAMB,
6"
& NUT (095032)
JAMB BASE ATTACHMENT
SINGLE
OR DOUBLE
MAX
I a
( j
SINGLE OR DOUBLE JAMB
JAMB CAN BE 1 1/2` DEEPER
CONCRETE FSNR I
I
I II II
SECTION A -A
V. DAT[:11/30/15 REV. W
WS2082
THAN THE JAMB SUPPORT GIRT.
(ONLY EXCEPTION: 11 1/2' JAMB
AT 24 O.C.o
( BY BUILDER) BASE MEMBER I
CAN BE USED W/ 8 1/2" GIRT)
ALIGN JAMB AND GIRT AT BL.
LOCATION:
L
JAMB CAN BE 1 1/2' DEEPER
_M
CrE.w
P01 CLIP = 3 3/4' AT 7', 8 1/2% 10' GIRTS
BUILDERS PO*
THAN HE AMB SGRr ORATT a RT SECTION
A -A
PCV1067 CLIP - 4 3/4" AT 11 1/2' GIRTS
JAMB TO GIRT
Rte. MT-- 07/01/09 1 REV. NO 00
JAMB BASE ATTACHMENT
WS20B8
SINGLE OR DOUBLE JAMB, ANY ZEE GIRT
SINGLE OR DOUBLE JAMB
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING
OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1640 GENESSEE ST. KANSAS CITY, MO 64102
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV. DATE BY: DESCRIPTION:
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. DRAWNGSCALE: NTS
WALL SECONDARY SED'S
BOLDER:
North Valley Building Systems, Inc.
CUSTOMER:
LOCATION:
Chico, California
QCT:
Gig 7 Crop Insurance
BUILDERS PO*
10
3.
C 677J
.I.f� t,.
ChM -
(0)F CALIF 0�\
JOB A
16-008721-01
DATE:
BUTLER 5/11/2016
r. DRAWWCFECK
Butler Manufacturing P JJLLD RFG
VPC VERSION: 2016.1 21
a dvleion of BIueScope Buildnpe North America, Inc.
Y
660'
SITE PLAN
NO SCALE
660'
GUYNN AVENUE
NOTE: ENGINEER OF RECORD HAS NOT VISITED THE PROPOSED
CONSTRUCTION SITE. DIMENSIONS AND LAYOUT OF EXISTING
BUILDINGS AND SITE HAS BEEN DEDUCED FROM INFORMATION
PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST FIELD
VERIFY PLANS AND ALL DIMENSIONS PRIOR TO CONSTRUCTION
AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SUMMIT
STRUCTURAL DESIGN.
Complete construction Post Debris Recovery final
report documentation and V.O.C. Compliance
Certification submit to Building Division prior to final
building inspection
See attached— Minimum erosion control and
sediment controls for projects disturbing less
than one acre
�rovide special inspection reports to
the Building Inspector for review and
approval prior to final building field
inspection
.v
s a
MINIMUM EROSION AND SEDIMENT
,} CONTROLS FOR PROJECTS DISTURBING
I F�� THAN (SNF ArRF
G-10
THE BMP'S (BEST MANAGEMENT PRACTICES) LISTED
2013 CPC
BELOW MUST BE IN PLACE DURING THE RAINY SEASON
I L m- u
(OCTOBER 15 THROUGH APRIL 15) AND MAY BE
CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.:
REQUIRED AT OTHER TIMES BASED ON WEATHER AND
2013 CFC
SITE CONDITIONS THROUGHOUT THE YEAR. THE BMP'S
SEISMIC IMPORTANCE FACTOR: 1
LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL
CODE AND AMENDMENTS
BMP'S COULD BE REQUIRED BASED ON SITE
O
CONDITIONS.
Q0 1.
STABILIZED ENTRY. PROVIDE MINIMUM 3" TO 6"
CO
FRACTURED ROCK 50' LONG x 15' WIDE BY 6" DEEP
BUTTE COUNITY
OVER CONSTRUCTION GRADE FABRIC.
2.
ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST
OCCUPANT OCCUPANCYOSEPARATION: NONE 2 ._
BE CLEANED ON A DAILY BASIS. WHEN STREETS ARE
R(ORDINARY STEEL CONC. BRACED FRAMES)= 3.25
WET OR DURING A RAIN EVENT THERE SHALL BE NO
I
TRACKING OF SOILS ONTO THE STREET.
3.
WATTLES SHALL BE INSTALLED PROPERLY. BEHIND
ALLOWABLE AREA: 18,000 S.F. (BASIC)
CURB OR SIDEWALKS.
4.
ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN
INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE.
5.
INTERNAL FILTERS SHALL BE PLACED INSIDE EACH
ALLOWABLE STORY/HEIGHT: 2/55'
DRAIN INLET.
S.
TRASH BARS SHALL BE PLACED ACROSS THE BACK
STRUCTURAL DESIGN.
OF ALL DRAIN INLETS.
7.
STABIUZE ALL DISTURBED SOILS IN THE FRONT YARD
AREAS WITHIN 15' OF THE BACK CURB OR SIDEWALK.
(STRAW OR EROSION BLANKETS MAY BE USED FOR
iq 2013 CALIFORNIA BUILDING CODE
THIS APPUCATION)
S.
STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR
AND CAUSE SILT RUN OFF. (STRAW, VISQUEEN OR
q 2013 CALIFORNIA PLUMBING CODE
EROSION BLANKETS MAY BE USED FOR THIS
EXTERIOR WALL SEPARATION: NONE
APPLICATION)
9.
ALL PAINT, FUEL. CONSTRUCTION PRODUCTS ETC.
2013 CALIFORNIA ENERGY CODE
SHALL BE STORED IN A COVERED LOCATION AWAY
FROM SIDEWALKS AND STORM DRAIN INLETS.
10.
PORTABLE CHEMICAL TOILET'S IF PROVIDED ON THE
❑ 2013 CALIFORNIA BUILDING CODE—
SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS
AND A LEAST 50' FROM THE NEAREST STORM DRAIN.
11.
ALL TRASH MUST BE COLLECTED AND STORED
❑ 2013 CALIFORNIA FIRE CODE
PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL
MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL
CONTAINERS, ETC. COME IN CONTACT WITH ANY
COMPLETION OF TIIIS REVIEW DOES NOT AUTHORIZE
RAINFALL OR STORM WATER RUNOFF.
12.
PROVIDE A DESIGNATED AREA FOR CONCRETE
WASHOUT. HAY BAILS LINED WITH VISQUEEN MAY BE
STATE OR LOCAL. REGULATIONS.
USED FOR THIS APPLICATION. ROLLAWAY BINS MAY
AUTOMATIC SPRINKLER: NONE
ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS
SHALL BE PLACED OFF OF THE PAVED STREETS.
13.
AFTER INSTALLATION OF THE ABOVE ITEMS ARE
NUMBER OF EXIT REQ'D: 1
COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE
DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS
OF YOUR BMP'S.
SPECIAL INSPECTION REQUIREMENTS:
HIGH STRENGTH BOLTING OF METAL
BUILDING ABOVE BY OTHERS
PROJECT DIRECTORY
OWNER:
GIG 7 CROP INSURANCE
GUYNN AVE
CHICO, CA
PROJECT ENGINEER:
SUMMIT STRUCTURAL DESIGN
383 RIO UNDO AVE
CHICO, CA 95926
(530) 592-4407
GENERAL CONTRACTOR:
NORTH VALLEY BUILDING SYSTEMS, INC.
30 SEVILLE COURT
CHICO, CA 95928
(530) 345-7296
65'X 130' X 18'-0" METAL BUILDING
NOTE: BUILDING LOCATIONS SHOWN AS APPROXIMATE.
ACTUAL DIMENSIONS SHALL BE VERIFIED IN THE FIELD.
DRAWING INDEX
Al ............... SITE PLAN /CODE ANALYSIS
A2 ............... ELEVATION S/SECTI ON /FLOOR PLAN
1...............BUILDING FOUNDATION
rndR'
VICINITY MAP: NOT TO SCALE
CHICO,
APN: ;I
ARCHITECT OF RECORD
GOVERNING CODES: 2013 CBC
S� ARofty
�y
GREGORY PEITZ, AIA v k
383 RIO UNDO AVE * 0��. C 11
CHICO, CA 95926
(530) 894-5719 j —7? 4
r A
CODE ANALYSIS
2013 CEC
DESIGN LOADS FOR NEW BUILDINGS PER BUTLER BUILDING SYSTEMS
2013 CPC
I L m- u
2013 CMC
CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.:
2013 CFC
JAN 17.2017
SEISMIC IMPORTANCE FACTOR: 1
2013 CALIF. HEALTH & SAFETY
CODE AND AMENDMENTS
INTERWEST
2013 CALIF. BUILDING ENERGY
EFFICIENCY STANDARDS
SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.5379, SDI = 0.3400
2013 CALIF. BUILDING CODE CHAPTER 11
SEISMIC DESIGN CATEGORY: D
2013 CAL GREEN
BUTTE COUNITY
OCCUPANCYGROUP:U- AGRICULTURALEQUIPMENTSTORAGE BUILDIING DIVISION
SEISMIC BASE SHEAR: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS
OCCUPANT OCCUPANCYOSEPARATION: NONE 2 ._
AP[
APP" v =u
R(ORDINARY STEEL CONC. BRACED FRAMES)= 3.25
1
I
C) WIND:
ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE C102.1)
WIND SPEED: 110 MPHR
ALLOWABLE AREA: 18,000 S.F. (BASIC)
EXPOSURE:WIND
JA 11 10 2011
ACTUAL FLOOR AREA: 8450 S.F. OVERALL (6500 S.F. ENC
D) GRAVITY LOADS:
-OSED)—
LIVE LOADS:
ALLOWABLE STORY/HEIGHT: 2/55'
ROOF..............................................20 PSF REDUCIBLE
REVIEWED FOR CODE COIF/IPLIANC
FOUNDATION STRUCTURAL DESIGN PER SHEET S1 AND ATTACHED STRUCTURAL CALCULATIONS BY SUMMIT
STRUCTURAL DESIGN.
ACTUAL STORY/HEIGHT: 1/18'-0"
USING THE FOLLOWING CODES:
❑ 2013 CALIFORNIA RESIDENTIAL CODE
CONSTRUCTION TYPE: TYPE IIB
iq 2013 CALIFORNIA BUILDING CODE
2013 CALIFORNIA FLECRTICAL CODE
FIRE -RESISTANCE RATINGS: NONE
q 2013 CALIFORNIA PLUMBING CODE
EXTERIOR WALL SEPARATION: NONE
2013 CALIFORNIA MECHANICAL CODE
2013 CALIFORNIA ENERGY CODE
2013 CALIFORNIA GREEN BUILDING STANDARDS CODE
RATED CONSTRUCTION: CHAPTER 7
❑ 2013 CALIFORNIA BUILDING CODE—
STI:UCfURAL PROVISIONS ONLY
PROJECTIONS: NON -RATED (SECTION 704.2)
❑ 2013 CALIFORNIA FIRE CODE
I!
❑ OTHER:
OPENINGS: UNLIMITED UNPROTECTED (TABLE 705.8)
COMPLETION OF TIIIS REVIEW DOES NOT AUTHORIZE
CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL,
STATE OR LOCAL. REGULATIONS.
AUTOMATIC SPRINKLER: NONE
BY: DATE: I I r7/fl
NUMBER OF EXIT REQ'D: 1
l %:PzN`vTS'I' CONS U LTING GROUP
STRUCTURAL DESIGN
DESIGN LOADS FOR NEW BUILDINGS PER BUTLER BUILDING SYSTEMS
I L m- u
A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBCTRR.EV
O CODE COMPLIANCE
CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.:
B) SEISMIC:
JAN 17.2017
SEISMIC IMPORTANCE FACTOR: 1
MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.618, S1= 0.276
INTERWEST
SEISMIC SITE CLASS: D
CONSULTING GROUP
SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.5379, SDI = 0.3400
SEISMIC DESIGN CATEGORY: D
BASIC SEISMIC -FORCE -RESISTING SYSTEMS: ORDINARY STEEL MOMENT FRAMES
AND ORDINARY STEEL CONCENTRICALLY BRACED FRAMES
SEISMIC BASE SHEAR: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS
RESPONSE MODIFICATION FACTOR: R(ORDINARY STEEL MOMENT FRAMES)= 3.5
R(ORDINARY STEEL CONC. BRACED FRAMES)= 3.25
ANALYSIS PROCEDURE USED: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS
C) WIND:
(M
WIND SPEED: 110 MPHR
EXPOSURE:WIND
JA 11 10 2011
BASIC WIND PR PRESSURE: 24.55 PSF
D) GRAVITY LOADS:
107-P- UI
111 O _ ^�/VEST
LIVE LOADS:
I
G�QVp
ROOF..............................................20 PSF REDUCIBLE
FOUNDATION STRUCTURAL DESIGN PER SHEET S1 AND ATTACHED STRUCTURAL CALCULATIONS BY SUMMIT
STRUCTURAL DESIGN.
oQ�pFESS/O/y
C. spy F�
c�0 /
LLJ 0 188-, m
* p. 6/30 18
CIV(
gTFOF aoU
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
NORTH VALLEY BUILDING SYSTEMS
UJ
V)U
(— z
V /
-J z
Z 1170 Q
VU
V O
W _U
Q =U
LU00-
LL >
UzQ
Z
hoz
z
< pp CD
� Q
L1J
G
W p
X
10
REVISIONS:
01 12/29/16 RTPC#1
DATE: 05/09/16
SCALE: NTS
DRAWN BY: ACJ
JOB NUMBER: 16-210
SHEET:
LJV 1L_L_I x L! 11 TI, LI... . VW__ -- I♦. --
ENDWALL ELEVATION (OTHER SIDE SIMILAR)
NO SCALE
BUILDING SECTION
NO SCALE
HARVEST
_o
I
00
CV
NOTE: HAND -ACTIVATED DOOR -OPENING HARDWARE SHALL BE CENTERED BETWEEN
34 INCHES AND 48 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS
THAT ARE HAND -ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE
OPERABLE WITH A SINGLE EFFORT BY LEVER -TYPE HARDWARE, PANIC BARS,
PUSH-PULL ACTIVATION BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE
WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. FURTHERMORE,
THE MAXIMUM EFFORT FOR BOTH INTERIOR AND EXTERIOR DOORS IS 5 POUNDS.
I,
►AET A I DnnC' (I _
■rA.
17
0
0
cV
N
BUTLERIB II ROOF: COOL HARVEST
ALL GUTTERS: COOL HARVEST
BUTLERIB II WALLS: COOL DESERT BEIGE
•
DOWNSPOUTS AT DOWNSPOUTS AT
ROOF ONLY AREA: ENCLOSED AREA:
COOL HARVEST SIDEWALL ELEVATION (OTHER SIDE SIMILAR) COOL DESERT BEIGE
NO SCALE
130'-0"
130'-4" OUT -TO -OUT OF CONCRETE
1 14 20'-0" T 20'-0" T 20'-0"
20'-0"
5
20'-0"
N.
30'-0"
ROOF ONLY
w
. ........... . . ........ ........... 1
DOOR SCHEDULE:
(4) 14x16 ROLL DOOR BY BUTLER MFG FLOOR P LAN
(2) 3070 STEEL PEDESTRIAN DOOR BY BUTLER MFG NO SCALE
�,UNSULTING GRni,p
NOTE: ALL FUTURE ELECTRICAL SHALL CONFORM
TO 2013 CEC (CALIFORNIA ELECTRICAL CODE).
NO ELECTRICAL WILL BE PROVIDED UNDER THIS
PERMIT.
1
C. ✓CD D��F�c�
C 0 6 8 0
J� CIVIL
OF
CA
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
NORTH VALLEY BUILDING SYSTEMS
Z
0
LU
Uz
LU Q
V J
00
\
z
r
i2
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OC
U U
0
,-.,
OU
U
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0
0
J
LL
REVISIONS:
1 12/29/16 RTPC#1
DATE: 06/01/16
SCALE: NTS
DRAWN BY: ACJ
JOB NUMBER: 16-210
SHEET:
q 2
GENERAL NOTES
1. GENERAL
ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES.
THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS
OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS
REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL
DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE
FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN
THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED
OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF
CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS,
AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING,
SCAFFOLDING, ETC.
IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS,
THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN
DOCUMENTS.
ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST
BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE
REVIEW OF THE ENGINEER.
ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE
CONTRACTOR OR OWNER.
SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE
CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION:
HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE
THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD
AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE
SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. T1+E SFECl Al- rg Spe:cToR SHALL. SE
BRI�� FaRSYTRE-AP�LTED TEStIN4 coplSvt-TA[�ITS
2. SITE WORK /FOUNDATIONS �(1530)3ql - (,(,Zr,
ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED)
FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES.
USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT.
3. CONCRETE / REINFORCING
CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O.
ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI.
AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS
DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE
MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.
CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE
ACI CODE AND CBC APPENDIX, CHAPTER 19.
REINFORCEMENT COVER SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"
CONCRETE WITH SOIL OR WEATHER EXPOSURE:
#5 BARS AND SMALLER 1 %"
#6 BARS AND LARGER 2"
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4"
REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O.
#5 AND LARGER REBAR SHALL NOT BE RE-BENT.
ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION
BEFORE AND DURING CONCRETE PLACEMENT.
ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST.
ANCHOR BOLTS PER
METAL BUILDING MFR. FRAME/POST BASE
POURED WITH FOOTING
47
,
CONSTRUCTION JOINT, TYP. ,• /. TYPICAL
HAIRPIN PER PLAN
SLAB POURED OVER FOOTING
WITH CONSTRUCTION JOINT
BLOCK OUT DETAIL 6
NO SCALE S _
A
w
w
z
0
0
L_
0
0 1.-
1Ln 0
(D I
OO
0
d-
C
A
0
I
N
N
130'-0"
130'-4" OUT—TO—OUT OF CONCRETE
1 \`/ \"/ \ '/ n5 \6/
7
i
i
r
I I
F3A/)
---1 r---------� J�o.--------1 r---------� r--- -------1 I 18" SQ. CONCRETE
PEDESTAL X HEIGHT
p, — — TYP. AS REQ'D (2 PLCS)
sl
30'
(1) #4 HAIRPIN I
TYPICAL, (16) PLCS
LSLAB—ON—GRADE PER NOTE 3
I
I
I /
I
r
F3A//L
I
I
/F4.5
PROVIDE SAWCUT FOR I Fa -
CRACK
CONTROL AT L
10'-0" MAX SPACING IN -,\\F3.5
BOTH DIRECTIONS. I
I
SLOPE PER CONT'R
I
SLAB—ON—GRADE PER NOTE 3
r -1
L
I F3.5
I
PARTITION LINE FACE OF GIRT
0
N ( / TYP. / 3 TYP /
II S1 \ S1
r Ll
II--- _ --I -----------I I -----------I I -----------I I----------� I I l l
F3A F4 F4 F4 F4 F3B L
F4.5
ALL DIMENSIONS INCLUDING ANCHOR BOLT LOCATIONS AND SPACING SHALL BE
TAKEN FROM THE FINAL "FOR CONSTRUCTION" SET OF METAL BUILDING MFR
DRAWINGS. FOUNDATION DRAWINGS ARE GENERAL IN NATURE AND ONLY
REPRESENT FOUNDATION SIZES, REINFORCING, AND ANCHOR ROD EMBEDMENT.
FOUNDATION PLAN
RAMP EDGE OF SLAB AT 18"
ROLL UP DOOR OPENINGS
DRAINAGE BY OTHERS_ 3 4" PER PLAN
SLAB ON GRADE
11=II - fi00
b°
SLAB ON GRADE
AT SIM CONDITION 0 #4 VERT. AT 24" O.C.
-I (AT TWO—POUR FNDN)
r
(2) #4 CONT.
1'-0" TOP AND BOTT
FOOTING AT ROLL UP DOOR
SCALE: 1/8" = 1'-0"
6
S1
NOTE: CORROSION PROTECTION
CE OF COLUMN WHERE REQUIRED FOR EXTERIOR
T
EXPOSURE BY OTHERS
EDGE OF STEEL
STEEL COLUMN,
BY OTHERS
A.B. PER PLAN
2" HOOK REINFORCING AROUND
BOLTS AT HAIRPIN TIE
3 4"
i———/—/-
.. ......... ._..... L L...._._ ,__...__L ._._......_............. ..... .... .... ...
........ .
I =uiI
20"-0"
20"-0"
20•-0••
20•-0""
20"—U"
II
(4) 3/4" DIA
NO SCALE
D2
MARK
(DIM X) X
ROOF ONLY
X
(THICKNESS)
III
II
6"
3'-0"
6"
19'-6"
3'-0" 3'-0"
31-0» 3'-0"
3'-0" 3>-0»
19'-6" 29'-6"
6"
TOP
N
BOTT.
F3B
3'-0"
II
/f
140-01'
) ff
3'— 0"
14'-0"
EDGE
jF4 I
I
IF4
BOTT.
IF4
3'-6"
X
3'-6"
/F3A
F4 1 ,F36
PER PLAN WHERE OCCURS
i
i
r
I I
F3A/)
---1 r---------� J�o.--------1 r---------� r--- -------1 I 18" SQ. CONCRETE
PEDESTAL X HEIGHT
p, — — TYP. AS REQ'D (2 PLCS)
sl
30'
(1) #4 HAIRPIN I
TYPICAL, (16) PLCS
LSLAB—ON—GRADE PER NOTE 3
I
I
I /
I
r
F3A//L
I
I
/F4.5
PROVIDE SAWCUT FOR I Fa -
CRACK
CONTROL AT L
10'-0" MAX SPACING IN -,\\F3.5
BOTH DIRECTIONS. I
I
SLOPE PER CONT'R
I
SLAB—ON—GRADE PER NOTE 3
r -1
L
I F3.5
I
PARTITION LINE FACE OF GIRT
0
N ( / TYP. / 3 TYP /
II S1 \ S1
r Ll
II--- _ --I -----------I I -----------I I -----------I I----------� I I l l
F3A F4 F4 F4 F4 F3B L
F4.5
ALL DIMENSIONS INCLUDING ANCHOR BOLT LOCATIONS AND SPACING SHALL BE
TAKEN FROM THE FINAL "FOR CONSTRUCTION" SET OF METAL BUILDING MFR
DRAWINGS. FOUNDATION DRAWINGS ARE GENERAL IN NATURE AND ONLY
REPRESENT FOUNDATION SIZES, REINFORCING, AND ANCHOR ROD EMBEDMENT.
FOUNDATION PLAN
RAMP EDGE OF SLAB AT 18"
ROLL UP DOOR OPENINGS
DRAINAGE BY OTHERS_ 3 4" PER PLAN
SLAB ON GRADE
11=II - fi00
b°
SLAB ON GRADE
AT SIM CONDITION 0 #4 VERT. AT 24" O.C.
-I (AT TWO—POUR FNDN)
r
(2) #4 CONT.
1'-0" TOP AND BOTT
FOOTING AT ROLL UP DOOR
SCALE: 1/8" = 1'-0"
6
S1
NOTE: CORROSION PROTECTION
CE OF COLUMN WHERE REQUIRED FOR EXTERIOR
T
EXPOSURE BY OTHERS
EDGE OF STEEL
STEEL COLUMN,
BY OTHERS
A.B. PER PLAN
2" HOOK REINFORCING AROUND
BOLTS AT HAIRPIN TIE
3 4"
i———/—/-
.. ......... ._..... L L...._._ ,__...__L ._._......_............. ..... .... .... ...
........ .
I =uiI
NO SCALE
SLAB ON GRADE
PER PLAN
J
0 Z W J
M Uj
0
o0w�w
U m W U
zwoU
Q
REINFORCING
PER SCHEDULE
3" CLR
REVIEWED
I~0P, CODE COMPLIANCE
,SAN 17 2017
INTERWEST
CONtcI 11 TINI(-- r-,Rnl)P
ANCHOR BOLT
SCHEDULE
A.B. TYPE
FOOTING SCHEDULE
EMBEDMENT
II
(4) 3/4" DIA
NO SCALE
D2
MARK
(DIM X) X
S1
X
(THICKNESS)
III
II
F3A
3'-0"
X
0
X
2'-6"
5
4
E. W.,
TOP
N
BOTT.
F3B
3'-0"
II
3'-0"
II
3'-0"
(6)
EDGE
OF STEEL
TOP
&
BOTT.
F3.5
3'-6"
X
3'-6"
X
A.B.
PER PLAN WHERE OCCURS
4
E. W.,
TOP
&
BOTT.
F4
4'-0"
SLAB ON GRADE PER
aL`'
X
3'—O"
DRAINAGE BY OTHERS—_
3 4'9
E. W.,
PLAN WHERE OCCURS
L
BOTT.
F4.5
4'-6"
X
4'-6"
X
3'-0"
(9)
V)
II
TOP
II
BOTT.
Z
U I I
I I
;f'
p
(n
1=III-
I!
II
goo
_
SLAB ON GRADE
AT SIM CONDITION
0
#4 VERT. AT 24" O.C.
(AT TWO -POUR FNDN)
(1) #4 CONT.
EQUAL
EQUAL
TOP AND BOTT
DIM PER SCHEDULE
CONTINUOUS
FOOTING
DETAIL AT SPREAD
FOOTING
NO SCALE
SLAB ON GRADE
PER PLAN
J
0 Z W J
M Uj
0
o0w�w
U m W U
zwoU
Q
REINFORCING
PER SCHEDULE
3" CLR
REVIEWED
I~0P, CODE COMPLIANCE
,SAN 17 2017
INTERWEST
CONtcI 11 TINI(-- r-,Rnl)P
FOOTING SCHEDULE
NO SCALE
ANCHOR BOLT
SCHEDULE
A.B. TYPE
FOOTING SCHEDULE
EMBEDMENT
D1
(4) 3/4" DIA
20"
D2
MARK
(DIM X) X
(DIM Y)
X
(THICKNESS)
REINFORCING
F3A
3'-0"
X
3'—O"
X
2'-6"
5
4
E. W.,
TOP
&
BOTT.
F3B
3'-0"
X
3'-0"
X
3'-0"
(6)
#4
E. W.,
TOP
&
BOTT.
F3.5
3'-6"
X
3'-6"
X
3'—O"
7
4
E. W.,
TOP
&
BOTT.
F4
4'-0"
X
4'-0"
X
3'—O"
8
4
E. W.,
TOP
&
BOTT.
F4.5
4'-6"
X
4'-6"
X
3'-0"
(9)
#4
E. W.,
TOP
&
BOTT.
FOOTING SCHEDULE
NO SCALE
ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH PLATE
WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE NUTS, TYP.
NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY BUTLER METAL
BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL
NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR
MAY NOT HAVE BEEN SHOWN ON THIS PLAN.
ANCHOR BOLT SCHEDULE
NO SCALE S1 NO SCALE
Q�OFESS/pN9
C. /0yl F'L
L3 :o N 69 80
JI
C/ V I L
gTFOF CALF
I 2 2°1 /Ito
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
1
383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
NORTH VALLEY BUILDING SYSTEMS
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REVISIONS:
DATE: 06/01/16
SCALE: 1/8" = 1'-0"
DRAWN BY: ACJ
JOB NUMBER: 16-210
SHEET:
sl
ANCHOR BOLT
SCHEDULE
A.B. TYPE
A.B. SIZE
EMBEDMENT
D1
(4) 3/4" DIA
20"
D2
(4) 3/4" DIA
20"
D3
(4) 3/4" DIA
20"
ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH PLATE
WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE NUTS, TYP.
NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY BUTLER METAL
BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL
NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR
MAY NOT HAVE BEEN SHOWN ON THIS PLAN.
ANCHOR BOLT SCHEDULE
NO SCALE S1 NO SCALE
Q�OFESS/pN9
C. /0yl F'L
L3 :o N 69 80
JI
C/ V I L
gTFOF CALF
I 2 2°1 /Ito
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
1
383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
NORTH VALLEY BUILDING SYSTEMS
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J �..
Q
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LL G
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X
L1i
l0 01
U_
REVISIONS:
DATE: 06/01/16
SCALE: 1/8" = 1'-0"
DRAWN BY: ACJ
JOB NUMBER: 16-210
SHEET:
sl
f
2013 CALGreen Residential Mandatory Measures
Planning and Design
4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a
larger common plan of development shall manage storm water drainage during construction.
4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage
all surface water flows to keep water from entering building.
Exception: Additions or alterations not altering the drainage path.
4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate
a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch inside
diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box
or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be
continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall
provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit
installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall
identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway
termination location shall be permanently and visibly marked as "EV CAPABLE".
Energy Efficiency
4.201.1-5.201.1 - Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building
shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for
residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by
the 2013 California Energy Code.
Water Efficiency and Conservation
Indoor Use -
4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the
following:
4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush.
4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush.
4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm.
4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets
controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time.
4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.2 gpm. The minimum flow rate shall
not be less than 0.8 gpm.
4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm.
4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle.
4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase
the flow above the maximum rate, but not to exceed 2.2 gpm.
Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction.
4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code.
Outdoor Use -
4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at
the time of final inspection shall comply with the following:
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to
changes in plant watering needs as weather or soil conditions change.
2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall
have a separate wired or wireless rain sensor which connects or communicates with the controller(s).
Material Conservation and Resource Efficiency
4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at
exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency to prevent passage of rodents.
4.408.1- Construction Waste Reduction of at least 50% - A minimum of 500% of the construction waste generated at
site is diverted to recycle or salvage.
4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in
Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction.
4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency,
which can provide verifiable documentation that diverted construction and demolition waste materials meet the
requirements in Section 4.408.1.
4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition
waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area.
4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of
construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building
area.
4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building
owner or occupant.
Environmental Quality
4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove
or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves, and
fireplaces shall also comply with applicable local ordinances.
4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and
other related air distribution component openings shall be covered during construction.
4.504.2.1- Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits.
4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits.
4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic
compounds.
4.504.3 - Carpet Systems - Shall be compliant with VOC limits.
4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC -
emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or to
be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program.
4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in
interior finish systems shall comply with low formaldehyde emission standards.
4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations.
4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure.
4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom.
4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected
using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent.
2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment
according to ACCA 36-S (Manual S) or equivalent.
Installed & Special Inspection Qualifications
702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment.
702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the
discipline in which they are inspecting.
703.1- Documentation - Verification of compliance with the code may include construction documents, plans,
specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing
agency which show substantial conformance.
TABLE 4264 i
ADHESIVE VOC LIMIT1�2
bws Watm and Loi ; Ewvnt GoviDoundg in Grams IterLitar
ARCHITECTURAL APPUCATIONS
CUPP ENT VOC LIMIT
rni_vrcatr . ryt adhesives
15
Ca 't fad adhlAws
5711
Outdoor came[ adhesio
150
XVt1od flcv-rinp adhc,hv
1170
Rubber fly-fk1r adht s'ke s
45)
Suhfloor a11vi;ia
:
Ceramic lit`> a+dhc--lives
6S
VC7 and as Philt tilt as.] h,? si,.vs
250
775
Dywall arty pand aUh i cs
�
Ca hwr�i adhkt--ir.,%s
701)
Afulti P u wky,, ccon str u c t i o ni ad h t -s i
SCO
Stnictiursl plarinT adhesi,ays
Ico
Si rLffIc- l r" -)C meinbrar#2! i li L, iiyw s
250
tact' i1kwive- no S -cifl ll" li:;tr_tfi
50
SPECIALTY APPLICATIONS
R.
PVIC Webdilw+-`
1-510
CP'VC7 dLJli ,
4`tR
ABS wc,,Iding
325
Plasties. cemsmt weldi n2
1250
Adllcsiv, .rimcrFor ,1.istic
:550
4®«r7t tii adhoiyv
Eire resistive conticips
350
Strua iral wood rnewheradh-csive
ldtl
7op and Lfirm adhesive
250
SUBSTRATE SPECIFIC APPLICATIONS
2
Nft u o Metal
T1
Plastic fr arns
f"
Porous matcrial (except w o. -Kid)
_i!
1nda-,T,riai maintenana,cm, tin -s
RK,mlt t
Fo3
1- If an adht :sis-e is u w d to "_ id di ssi milar substrates on -g- ber. the udtk siv
with the highest. NniCcontent shall'tc- ails+%vd. .
2. Fi`-�radditional information rcgnlding miethods ton>rza°suretheVOC content
specified in this ta.blL, see Scxuth Ccaa t .fir Quality l4inriaagenx intlOistrict
Ruler I11,6R.
TAD LE 45 04,2
SEALANT VOCs LIFAI
Less V`hter rand Loss: Exempt Compounds ht Grams Per Liter
SEALANTS
CURB ENT VOC LIM IT
EFFECTIVE
FLnt ivati-nLs
Marini- deck
7(+
Non niembrane: mf
950
it I
Rnadt,�► '
`r��
Sin -ale -ply ro.-I m embra riL
45)
Other
42�r
SEALANT PPIIAERS
0
Architectuad
Non rxxous
Pnrous
250
775
N16dif d hitlu9tUiiov
570
Nia ri ni d+ &
701)
Cather
1 7%)
TA OLE, 4504.3
VOCE CONT LIFAITS FOR ARCRTEC 1 UR',AL G T GSA3
Gmm-,s of for L[tetr ctf Go�lting,
Liess Water and Lns Exempt Com, noutids
COATING CATECOPY
EFFEC17VE
EFFECTIVE
FLnt ivati-nLs
Hardwogd .lywwvl %x lm ib; cofv
0.Q6
1q ,mflat i'. artn'"s
950
it I
i~•iMiarn meta, itv ribe rlrxard
N,Nnti:1t-hi ,h gtAs-c 6n p s
ISO
0.1;
SPECI ALTY CCAT1NGli
r'
Alu mi nu m roof co atines
0
Ba wrneat s : ci alt -jf Coal s
4111113
Brtunxtnouq.rooTconfrna15
so
IBitunyiflous roogf rimers
3-5, Q
Pend bx ak rs
350
Coflw l4 alrinfi M; fl pou it&
393
R.
Cdoncir te.tmnscnry
1
Drib-etwra - s&alers
50
Dry fc , onatinm
1 150
Faux fiaishi Cnalings
+
Eire resistive conticips
350
Fi{a+ r'sarat
Ica
R-Ym-felea COM . au flds
2
GrD liis arr tirips (Si n ints'i
5(07)
[ft prh tent It era tu re cmtirlos
429
1nda-,T,riai maintenana,cm, tin -s
250
Lnw:a)tids crotiriosi
iY
Ma n•-citoc-ernent coatinE£
49.)
Niviz texoxe coatin s
1�,
Ment)I1i,t i,? .ft trtM mati ngs
Sri)
14 ultictll--t 07".1602 s
250
Pretreatirientwash pjrimers
421
Mirk :rs, :allaJe�fx, aLTJktnillerC it t
1ft,J
Re active 'irk* ali n: sealk'rs
3
R,: cw1od c; minv?
2
FL-*1fcce fin .
1
Rust
All)
2511
Sh•Atw!S
Clear
Op u ue
T3*
550
S \-In1r-' +rime ti. sea lets aixt n
39)
1 rin
St,tills
250
_Strim c. molidrinl
45-0
swimirr ucip, rooI coati HP,5 HP,
340
Traffic. mad6fi ,c*atin ;s
100
Tuff and rile ref Oish cbari u s
42)1
Walerpirorfim lmerribrwier,
?
Wood contir-Ges
27i
'WQ?d y1III 4y
girl;,'' -Lich prifnesN, 1
t. Grams of'VOC I r liter of coatini . including i&-ater and irtcludiq� exempt
. 7bespc:ifitedIin itsremain ineffect unl .i re,#i!o,_,dAmiis3reIisittx-lins.ih-;e
quent colrum ns in tb--, table.
3. '54alues in this table arra derived from those SPkX1ifvd by th- C3:li16niia Air
?c rrce 13aarci, Architectural Coatings Su osti onto 1 Nfoastf
r-ebruxn, 1, 2008. Mire inf4matioin is avail able rrorn the Air re���urces
la'oard.
TAB £ cf>o4z
i-ORMALUEE DE LIMITS1
Maximum EoI maldehvcle Emissions In Fouls Der Llillion
PPQDLIU
CLI''RRE"T WAIT
Hard -Nood plN-A,ond-wneercctre.
0.{+�
Hardwogd .lywwvl %x lm ib; cofv
0.Q6
Ptittic: hboard
0.0)
i~•iMiarn meta, itv ribe rlrxard
0.11
'titin Lino iuim don sitv Iiil7r d'
0.1;
1. Valuc5 in 'thi- tAN-2 ary d°riw-J fft,In thtl c %.pc:i:fi-A by the Cali Rim ii. Air
Reurrcv% Board. ,fir Toxics C'•-ntrol h4easum for Composite Nonacid as
teste7dt.n'accordanee -with r'sSTh1 E 1333. For add itionc-1 inf6troatie-In,sce«
Ccr ,for#iftCcrdeqrRegralt de -tor Titre 1',Vic,Lians9.31_20through9.,120.12.
2 TI-dnm,2dium & mity11K,arrt•:_td h sa ma-xiniurnthic1mesxof 5�.imb (8rnm').
REVitwtu
FOP. CODE COWLIANCE
.IAN 17 2017
[NTERWEST
CONSULTING GROUP
NOTE:
THE PROJECT MANA6ER OR GENERAL GONTRAGTOR
WILL BE THE RESPONSIBLE PERSON TO COLLECT AND
PROVIDE VERIFICATION OF GALGREEN GOMPLIANGE TO
THE BUILDING INSPECTOR PRIOR TO BUILDING SINAL.
Revision: Date: By:
Sip AR�y
�00
aY
ic Na. C 21M;A
Np -7 1(�
RESIDd�TIAL
GALGREEN
MANDATORY
MEASURES
Date
2016
Scale
Drawn
Job
6
U)
Cid
0
0
N
011N
N
.a
r'
-
R.
vK
Sip AR�y
�00
aY
ic Na. C 21M;A
Np -7 1(�
RESIDd�TIAL
GALGREEN
MANDATORY
MEASURES
Date
2016
Scale
Drawn
Job
6
U)
Cid
0
0
N
011N
N
.a
r'
�r
i