HomeMy WebLinkAboutB16-1725 000-000-000DRAWING INDEX
DRAWING RELEASE HISTORY
GENERAL NOTES
DRAWING TITLE
PAGES TYPE DATE DESCRIPTION
MATERIALS ASTM DESIGNATION
COVER SHEET
1 Anchor rod drawings
6/21/2016 FOR CONSTRUCTION
3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55
NOTES
2-3 Permit drawings
6/21/2016 PERMIT SET- For Building Dept. Approval
COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60
BRACE RODS A572, A510 GRADE 50
ANCHOR ROD PLAN
q
HOT ROLLED MILL SHAPES A36,,529,,572,, A992 GRADE 36 OR 50
BUTLER
HOT ROLLED ANGLES A529, A572, A588, A9999 2 GRADE 50
PRIMARY STRUCTURAL
5-10
HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B
CLADDING A653, A792 GRADE 50 OR GRADE 80
SECONDARY STRUCTURAL
11-18
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
COVERING
19.24
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE
Butler Manufacturing
REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE
a division of BlueSco a Buildings North America, Inc.SEE
P 9
SPECIAL DRAWINGS
INFORMATION.
ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE
STANDARD ERECTION DETAILS 25
THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR
CONTRACT.
PLANOGRAPH DETAILS
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
NOTE:
REVERSALS ON CONNECTIONS.
BUTLER BUILDING ATTACHES TO ADJACENT BUILDING AT
PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS
GRIDS A VIA FLASHING AND TRIMS ONLY. THIS
DESIGN CATEGORY D,EORF. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
BUILDING DOES NOT IMPOSE ANY LOADS
TO THE
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
ADJACENT BUILDING DUE TO NON-STRUCTURAL TIE IN.
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.
BUTTE
COUNTY
AUG 08 2016
DEVELOPMENT
-`"
SERVICES
SOF 5
ELS�,y�
No. C 82293 m
Exp. 3-31-18 r
q� CIV1\-
FBF CAL\F�'
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY
BUTLER MANUFACTURING
COVER SHEET
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
MFG. AND DESIGN AND PERFORMANCE
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
13UILDER: North Valley Building Systems, Inc.
16- 013705-01
16-
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
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR
CUSTOMER: Bret Wood
DATE
BUTLER
6/21/2016
6/21
DESIGN OF ANY OTHER PRODUCT OR
ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN
LocnrloN: QI11CO3 California
/CHECK:
COMPONENT FURNISHED BY BUTLER EXCEPT
ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL
RG/
PROJECT, Smuckers
Butler Manufacturing
TO ANY DESIGN OR PERFORMANCE
APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING
REQUIREMENTS SPECIFIED BY BUTLER.
TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUILDERSPOO. 16-930
bPCVERSION: 2016.1b
1
6r202016 14243 a division of Bluescope Buildny Nodh America, Inc.
VPC FILENAME'. 16Z13705-01
Codes 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: California Building Standards Code - 2013 Edition Structural: 10AISC - ASD Rainfall: I: 3.30 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:3.00 psf Roof Covering + Second. Dead Load: 2.08 psf 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: 0.860
Parts Wind Exposure Factor: 0.860
Wind Enclosure: Partially Enclosed
Topographic Factor: Kzt: 1.0000
NOT Windborne Debris Region
Base Elevation: 0/0/0
Primary Zone Strip Width: 2a: 8/0/0
Parts / Portions Zone Strip Width: a: 4/0/0
Basic Wind Pressure: q: 22.66 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: 61.00 %g
Mapped MCE Acceleration: S1: 27.00 %g
Site Class: Stiff soil (D)
Seismic Importance: Ie: 1.000
Design Acceleration Parameter: Sds: 0.5335
Design Acceleration Parameter: Shc: 0.3348
Seismic Design Category: D
Seismic Snow Load: 0.00 psf
% Snow Used in Seismic: 0.00
Diaphragm Condition: Flexible
Fundamental Period Height Used: 17/8/0
Transverse Direction Parameters
Ordinary Steel Moment Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.2785
R -Factor: 3.50
Overstrength Factor: Omega: 2.50
Deflection Amplification Factor: Cd: 3.00
Base Shear: V: 0.1524 x W
Longitudinal Direction Parameters
Ordinary Steel Concentric Braced Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.1723
R -Factor: 3.25
Overstrength Factor: Omega: 2.50
Deflection Amplification Factor: Cd: 3.25
Base Shear: V: 0.1642 x W
PERMIT SET- For Building Dept. Approval
VPC FILENAME 15-013705-01
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY
OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS
MFG. AND DESIGN AND PERFORMANCE
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.REv
DATE: By DESCRIPTION : BUILDER: North Valley Building Systems, Inc.
CUSTOMER: Bret Wood
JOB#
16-013705-01
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR
ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN
DATE:
LOCATION
Chico, California
BUTLER
6/21/2016
DRnvwcHECK
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
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
VPCVERSION 2016.1b
G
PROJECT Smuckers
PAG
2
DRAVMNGSCALE NTS BUILDERSPO# 16-930
ivision
o/ Bi -Scope Buildings North America, Inc.
VPC FILENAME 15-013705-01
BUILDERICONTRACTOR RESPONSIBILITIES DELIVERIES PANELS
Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice.
Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work
unless stipulated otherwise in the contract documents. 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 from all governing agencies
and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance
of Butler 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
shall govern.
Butler 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 the 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 arty 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. Butler is not
responsible for work done from any other Butler drawings that are not marked
"FOR CONSTRUCTION", nor any drawings prepared by others.
As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice
(in Canada - CSA S16), which require U500 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 building with top riding bridge cranes see Crane Data drawing for column plumb tolerance.
The building erector shall be properly licensed and experienced in erecting metal building systems.
The Builder is responsible for having knowledge of, and shall comply with, all OSHA 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 and shall not be considered
as adequate erection bracing. See Erection Guide.
EXISTING STRUCTURES
Butler must be advised of any existing structure that is within 20 ft. of Butler's building.
Loadings of both buildings may be affected when adjacent buildings are within this distance.
Butler cannot be responsible for the design or loading of existing buildings.
Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be
taken while tightening brace rods so as not to cause accidental or misalignment of components.
All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For
long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending
them 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 minor 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 (WPS). A WPS shall be
prepared by the contractor for each welding variation specified. The contractor 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
(Seismic 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 55013eg F (30ODeg C).
SIGNAGE
The Builder is responsible for furnishing signs as required by Code and the Building Department,
including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits.
Floor loading signs shall clearly indicate maximum floor live load permitted.
Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type
of commodity 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.
VPC FILENAME: 16-01 37 0 5-01
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 Mier structure. Butler accepts no
responsibility for the design of the independent mezzanine.
FIRE CODE COMPLIANCE
It is the responsibility of the project design professional and builder to comply with local fire 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.
The owner shall riot 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 the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder
must 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
within 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
the wall shall design the anchorage to Butler supporting elements consistent with Code
required forces.
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.
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.
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 arty 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. ACCREDITATIONS AND APPROVALS
Fabricator Approvals
IAS AC472 Approvals: (www.iasonfine.org/Metal—Building__Pystems/MB.htmi)
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.lasonlirie.org/Metal_Building_Systems/MB.htmi)
Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc.
Canadian CSA A660 Certifications
(http:/eng.cwbgroup.org/Certif ication/Pages/CertifiedCom paryySearch. as px)
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
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: I B1':
DRAWING SCALE.
NTS
DESCRIPTION'.
yW
No. C 82293 �;' m
Exp.3-31-18
CIV I\_
OF CA�1F�4�
PERMIT SET- For Building Dept. Approval
ERECTION NOTES
BUILDER: North Valley Building Systems, Inc.
doh
16--013705-01
CUSTOMER: Bret Wood
DATE:
LOCATION. Chico, California
BUTLER
AV"C016
DRAWwcHEcrc
RG
Butler Manufacturing
VPC VERSION: 2016.1b
of RIu Sww Ruildnm North America. Inc.
PROJECT: Smuckers
PAGE:
3
BUILDER'SPC* 16-930
,&W-
VPC RLENAME 1601370501
VPC FILENAME: 16-0137o6-01 6202616 1742'46 a 6vision of BlueSmpe Buildings North America, Inc.
8
m
Q
VPC RLEWNAE: 16-013705-01
VPC FILENAME: 16-013705-01 6/202016 17:4250 a clvision of BlueScope BuilQngn North America, Inc.
4
m
8
R
m
a
z
ROD SLOT BACKING
PLATE MAY EXIST
HARDWARE INSTALL
IN THIS ORDER:
HILLSIDE WASHER
FLAT WASHER "B"
FLAT WASHER "A"
HEX NUT
BRACE
COLUMN HAUNCH ^"—
HAUNCH
ROD SLOT BACKINI
PLATE MAY EXIST
HARDWARE INSTALLE
IN THIS ORDER:
HILLSIDE WASHER
FLAT WASHER "B"
FLAT WASHER "A"
HEX NUT
BASIC ERECTION
GUIDE REQUIRED FOR THIS PROJECT:
WASHERS
I = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE)
ROD DIA.
NUT
A
B
HILLSIDE
3/8'
095321
096408
46040
043657
1/2"
095230
095872
095946
043657
5/8"
095233
095945
095946
043657
3/4'
095235
095946
095948
043658
7/8"
095237
095947
095948
043558
l
095238
095948
095949
043659
1 1/8"
095239
095949
095949
043659
BRACE
COLUMN HAUNCH ^"—
HAUNCH
ROD SLOT BACKINI
PLATE MAY EXIST
HARDWARE INSTALLE
IN THIS ORDER:
HILLSIDE WASHER
FLAT WASHER "B"
FLAT WASHER "A"
HEX NUT
REV. WE 05/10/10 REV_ NO 01 ROD BRACING THRU ROD SLOT
9R02H1 COLUMN SHOWN / RAFTER SIMILAR BR02J1
OLES BRACE ¢ FRAME BRACE ROOF
LOCATION I LOCATION SECONDARY
RODS MEMBER
° °I
BRACE ° - ° �- -- ° l
FLANGE BRACE
(CFO-) OR (HFO-)
ROD BRACING THRU ROD SLOT
SIDEWALL COLUMN SHOWN / RAFTER SIMILAR
CLIP REQ'D W/
THICK FLANCES FLANGE BRACE WILL TYPICALLY
CONNECT TO THE WEB OF THE
FRAME MEMBER.
O
ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:
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).
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.
#4 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
ate.'A-07'0"- REV N TYPICAL FLANGE BRACE CONNECTIONS
BR06AE CONT, PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
F = FEET G = GAGE CX*** = COLUMN (PLATE)
BASIC ERECTION
GUIDE REQUIRED FOR THIS PROJECT:
WASHERS
I = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE)
ROD DIA.
NUT
A
B
HILLSIDE
3/8-
095321
096408
46040
043657
1/2"
095230
095872
095946
043657
5 8
095233
095945
095946
043657
3/4"
095235
095946
095948
043658
7/8"
095237
095947
095948
043658
1"
095238
095948
095949
043659
1 1/8" 1
095239
I 095949
095949
043659
REV. WE 05/10/10 REV_ NO 01 ROD BRACING THRU ROD SLOT
9R02H1 COLUMN SHOWN / RAFTER SIMILAR BR02J1
OLES BRACE ¢ FRAME BRACE ROOF
LOCATION I LOCATION SECONDARY
RODS MEMBER
° °I
BRACE ° - ° �- -- ° l
FLANGE BRACE
(CFO-) OR (HFO-)
ROD BRACING THRU ROD SLOT
SIDEWALL COLUMN SHOWN / RAFTER SIMILAR
CLIP REQ'D W/
THICK FLANCES FLANGE BRACE WILL TYPICALLY
CONNECT TO THE WEB OF THE
FRAME MEMBER.
O
ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:
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).
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.
#4 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
ate.'A-07'0"- REV N TYPICAL FLANGE BRACE CONNECTIONS
BR06AE CONT, PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
F = FEET G = GAGE CX*** = COLUMN (PLATE)
BASIC ERECTION
GUIDE REQUIRED FOR THIS PROJECT:
16-013705-01
I = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE)
DATE
6/21/2016
LOCATION: Chico, California
.G
Butler ManufacturingRG
VPC VERSION: 2016.1 b
of BlueSmpe Builcings North America, Inc.
DRAWN/CHECK:
/
E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL)
PAGE.
10
BUILDER'S POM 16-930
a d—ion
WIDESPAN STRUCTURAL SYSTEM
REFER 70:
PANEL/COVERING
RBX*** = RAFTER (PLATE)
W 1 3 1 1 7 2 6 1 K T D
2013 INSTALLATION GUIDE
* F F I I E G G O C C C BCX*** - RAFTER (GAGE)
LENGTH CODE WRX*** = RAFTER (HOTROLL)
TRXt4+ = 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*** = PIPE COLUMN
LENGTH WIDTH THK CODE TCX44* = TUBE COLUMN
SECONDARY (STANDARD)
0 B Z 1 9 1 1 4 1 7----- EPX*** = ENDPOST (PLATE)
* * * F F I I E G G * * * 4 * EGX*** ENDPOST (GAGE)
DEPTH LENGTH GAGE ADJUST.CODES
L SHAPE CBX*** = CANOPY (PLATE)
SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY
0 0 1 0 8 Z 1 9 1 1 4 1 7 - -- DCC 8 1/2" GAGE POST
FFIIEGG*+'
DCE*** = 10" GAGE POST
COUNTER DEPTH& LENGTH GAGE ADJUST.CODES
SHAPE
ROD BRACING RS = THREADS BOTH ENDS
BUTLER
0 3 R S 2 5 1 0
RT = THREADS ONE END - CLEVIS ONE END
c
I E * * F F I I
RU = CLEVIS BOTH ENDS
DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES
PLV. DATE 09/29/12 PEv. No. o1
MARK NUMBER KEY
REV DATE:01/30/14 -V. No. oO
BASIC ERECTION GUIDE —STRUCTURAL
EN50B1
COMMON GENERATED MARK NUMBERS
ENB002
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'. 16.013705-01
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.
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.
NOTE: DO NOT ATTACH PANEL (OR PANEL CLIPS) TO PORTAL BRACE BEAM.
PORTAL BRACE BEAM
(4) 3/4" x 2 1/2"
PORTAL BRACE A325 BOLTS
SUPPORT LOCATION UNLESS NOTED
® OTHERWISE
SEE
R12H3
SEE \;
ROOF PLAN
FOR PART #
(00007JS-)
NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL BRACE.
-LOCATE EACH PORTAL BRACE SUPPORT AT PORTAL BRACE KNEE
STIFFENER LOCATION.
-SEE SECONDARY ROOF PLAN FOR PBA LOCATIONS. FIELD DRILL
9/16" DIA. HOLE IN WEB OF PORTAL BRACE FOR PURLIN BRACE
ASSEMBLY (PBA--) ATTACHMENT,
ATTACH WITH (2) 1/2" X 1 1/2"
A325 BOLTS WITH OUT WASHERS
FIELD DRILL (2) 9/16" HOLES
PORTAL BRACE SUPPORT MEMBER IN PURLIN.
(00007JS-)
�EAVE STRUT
PURLIN
3/4" x 2 1/2"
A325 BOLTS V
TYP EACH END KNEE BRACE ® PORTAL BRACE ATTACH WITH (2)
1/2" X 1 1/2"A325 BOLTS WITWASHERS (TYP.)
FIELD DRILL (2)
9/16° HOLES
IN STIFFENER.
REV. DATE:11/11/13 IREV. NO. OJ PORTAL BRACING REV, DATE:09/25/13 REV. N0. O6 PORTAL BRACE SUPPORT
B R11F1 KNEE BRACE CONNECTION B R12H 3 PORTAL BRACE SUPPORT MEMBER
BUTLER MANUFACTURING
1640 GENESSEE ST. KANSAS CITY, MO 64102
DATE I BY: I DESCRIPTION'.
DRAWING SCALE: NTS
6202016 SEDSheet
17 42 52
00�
No, C 82293 Z
�
Exp, 3-31-18 m
�- 6cZZ��6
CIVIC- ,J\P
�rFCF CALI���
PERMIT SET- For Building Dept. Approval
PRIMARY BRACING SED'S
JOB#
BUILDER: North Valley Building Systems, Inc.
BUTLER
16-013705-01
CUSTOMER: Bret Wood
DATE
6/21/2016
LOCATION: Chico, California
.G
Butler ManufacturingRG
VPC VERSION: 2016.1 b
of BlueSmpe Builcings North America, Inc.
DRAWN/CHECK:
/
PROJECT: Smuckers
PAGE.
10
BUILDER'S POM 16-930
a d—ion
Secondary
Part Schedule
Gl
11 11
11 11
11 II I
I 11 11
I I IPl(TYP•)/ 1
O Secondary Bracing Schedule
11 II I
1 P1(Typ•)I I I
Mark
Part
Thick.
Depth
Lap
Detail
Id Qty
Mark No
Spacing
E1
00108HS29114llBll
0.1130
8
1/2"
RS12PF,BR09W2,RS12PE
1 8
CPBB001002
8 5/8"
E2
00108ES2911417BIl
0.0600
8
1/2"
I
I
I
I
I
RS12PH,RSI2PA
2 14
PBA0503
5'-0"
E3
08H2911411DDBll
0.1130
8
1/2"
BR09W2,RS12PE
3 14
PBA0211
2'-6 13/16"
E4
08E2911417DDBll
0.0600
8
1/2"
RS12PA
4 16
CPBB050108(Typ.)51-0"
E5
00208ES2911417Bll
0.0600
8
1/2"
RS12PH,RSI2PA
5 2
CPBB040414
4'-3 3/8"
P1
08Z3311411B5B1
0.1130
8
1/2"
3'-10 1/2"
RS02Tl,RS01T1
6 3
CPBB020806
2'-6 13/16"
P2
08Z351141544BO
0.0730
8
1/2"
2'-10 1/2"
RSOlTl
See SED:
P3
08Z351141244BO
0.0980
8
1/2"
2'-10 1/2"
RS01T1
BR09JR,
BR09JG, BR18E2,
BR09RY, BR09RZ
BR09K5,
BR09PH, BR09JH,
BR09K2
OPart Mark Key
1 001SGA07071
2 OOISGA19114
3 001SGA12054
1 6"
[—]Dimension Key
0
0
14
C
1 2 3 4
EXISTING BUILDING
Gl
I
I 1•'+J
Gl
11 11
11 11
11 II I
I 11 11
I I IPl(TYP•)/ 1
II 11
� P2(TYP.)1 1
11 II I
1 P1(Typ•)I I I
I
I I
I I
I
I
I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I
I
I
I
I
I
I I
I I
I I
I I
I I
I I
I
I I
I
I I
I I
I
I
I
I
I
I I
I I
I I
I I
I
I
I I
I
V I
I
I
I
I I
I I
I
I I
I
P3
rI
08Z33 411B5B1
08Z13311 1B5B1
I I
I
I
I
I I
I
I i
I I
I I
I I
I
I
I
I
I
I
I I
I I
I I
I I
I
I
I
i
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 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.
VPC FILENMAE: 16-013705-01
1R1B1 1R1B2 1R1B3
29'-6" l 30'-0" 29'-6"
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.
0'-0"
ROOF SECONDARY PLAN
Shape Name = Thaw Equipment Cover
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.
BL
ELS F�
No. C 82293 ?' m
L Exp. 3-31-18
s C/�2z((\�
T9TFOF CAL
PERMIT SET- For Building Dept. Approval
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY PLAN
DATE: I BY
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. DRAwNcscA E:
DESCRIPTION: BUILDER. North Valley Building Systems, Inc.
16 "
16-013705-01
CUSTOMER: Bret Wood
DATE
LocATo" Chico, California
BUTLER
Butler Manufacturing
wCVERSION: 2016.1b
1.1 — kdlri — Nnnh An H— Inr
6/21/2016
DRANM/CHECK'.
RG /
PROJECT: Smuckers
NTS BUILDERSPoa 16-930
_ __ a rivieinn
PAGE.
11
BRACE ¢ FRAME BRACE ROOF
LOCATION LOCATION I SECONDARY
�I MEMBER
..0 I
oI
0 4--c-1 01
�— FLANGE BRACE
(OFB-) OR (HFB-)
CLIP REO'D W/
THICK FLANGES FLANGE BRACE WILL TYPICALLY
CONNECT TO THE WEB OF THE
FRAME MEMBER.
0
ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:
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).
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.
'+i 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
REV. °""°'/°'/°9 1 "°" " °° TYPICAL FLANGE BRACE CONNECTIONS
BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
,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
rEAVE
USE (2) 1/2" GALV. HEX STRUT
NUTS (47120) LOCATE (1)
NUT EACH SIDE OF PURLIIN
EAVE PURLIN
BRACE ASSY.
PURLIN (PBA-)(TYP.)
NOTE: SEE ERECTION DRAWINGS
FOR LOCATION
FOR LOW OR HIGH EAVE LOCATIONS.
iCV. DATE:11/26/1z REV. No. 04 1 EAVE STRUT BRACE
BRO9K5
NOTES:
-DO NOT ATTACH PANEL OR PANEL CLIPS TO COMPOSITE STRUT MEMBER.
-SECONDARY ORIENTATION OR SHAPE MAY BE OTHER THAN SHOWN
-COMPOSITE STRUT MEMBER MAY BE ABOVE OR BELOW SECONDARY MEMBER
-8 1/2", 10", OR 11 1/2" PURLINS ONLY
COMPOSITE (1) 1/4" X 6 1/4"
STRUT `DROP PIN (097555)
MEMBER\ _ c l8 /
1/4-14
xP
+STRUCTFSNR(55307) 1 PO�p1N1�CPp`p5Qh015�
OR ENO
Z
O
Y
Q ROOF/WALL
SECONDARY
z
0
N
CHANNEL PURLIN BRACE
+ NOTE: (CPB-) LOCATE PER
IF NO ADJOINING CPB_ EXISTS. BEND THE CHANNEL ERECTION DRAWINGS
TABS TOWARD THE PURLIN WEB AND USE A SELF -
DRILLER (55307) TO ATTACH. IF CPB- EXISTS BOTH
SIDES OF COMPOSITE PURLIN THEN USE DROP PINS.
REV. DATE: 07/01 /09 FEV. NO. DO COMPOSITE STRUT ASSEMBLY ATTACH.
BR18E2 ROOF SECONDARY
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.
VPC FILENAME' 16-01 37 0 5-01
WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER
CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR
A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD
THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH
(2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
(55307)
(2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
7rr�n��
ANNEL
ACE
DB-)
CHANNEL
PURLIN BRACE
(CPB-)(TYP.)
DETAIL
PURLIN
L(1) 1/4" X 6 1/4"
DROP PIN (097556)
CHANNEL BRACES THAT END AT A PURLIN
WEB, BUT DO NOT HAVE TABS TO BEND AND
SECURE. INSERT CLIP (544015) THROUGH
WEB SLOTS AND USE A DROP PIN TO ATTACH
TO CHANNEL BRACE.
1 1/4" X 6 1/4"
^^ PIN (097'
1/4-14
WCT. SCI
)307)
ENDING C
D544015)
PURLIN
USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE
DOES LINE UP WITH THE DOES NOT LINE UP WITH
SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB.
(TYP. PER EACH END)
GAGE
USE WHEN CHANNEL BRACE
DOES LINE UP WITH THE
SLOTS IN THE PURLIN WEB.
Z = ZEE
USE WHEN CHANNEL BRACE
DOES NOT LINE UP WITH
THE SLOTS IN THE PURLIN WEB.
08 = 8 1 /2"
C CEE
12 = 0.098
10 = 10"
CHANNEL BRACE ENDING AT PURLIN WEB
WEB ENDING CLIP WITH DROP PIN
,. OATE:04/°,/„ REV. N0. 01
CHANNEL BRACE ENDING AT PURLIN WEB
SELF -DRILLER WITH BENT TABS
REV. DATE 07/01/09 REV. "°.°°SINGLE
CHANNEL PURLIN BRACE
E ENDING AT PURLIN WEB LOCATION
BR09JR
BR09JG
BR09JH
*NOTE: SEE ROOF FRAMING PLAN FOR
SIDE OF PURLIN
-
END FRAME INT, FRAME
END BAY
INT. FRAME INT. FRAME
INTERIOR BAY
TF
CHANNEL
PURLIN BRAC
(CPB-) (TYP.)
REV. DAM 07/01/0')IHt'
BR09PH
PURLIN
L(1) 1/4" X 6 1/4"
DROP PIN (097556)
(TYP. PER EACH END)
SINGLE CHANNEL PURLIN BRACE
INTERMEDIATE LOCATION
T TT
ADJUST. CODES
GAGE
millimeters
DEPTH
SHAPE
GAGE
07 = 7"
Z = ZEE
11 = 0.113
08 = 8 1 /2"
C CEE
12 = 0.098
10 = 10"
E = LOW EAVE STRUT
13 = 0.088
11 = 11 1/2"
H = HIGH EAVE STRUT
14 = 0.079
LOCATE
15 = 0.073
*NOTE: SEE ROOF FRAMING PLAN FOR
SIDE OF PURLIN
16 = 0.068
-ion of 31 -Scope B"Ildngs North America, Inc.
LOCATE PBA- IN UPPER POSITION
17 = 0.060
>07/01/091REv. No. o° SECONDARY PART MARK NUMBER
EN51131 COMMON GENERATED MARK NUMBERS
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.
(1) PURLIN BRACE 0 0 0 (1) PURLIN BRACE F 0 1 0 0
CHANNEL CHANNEL
(2) PURLIN BR
CHANNELSACE > > 0 0 (2) PURLIN BRACE 0 0
(3) PURLIN BRACE 0 CHANNELS
CHANNELS
(4) PURLIN BRACE (4) PURLIN BRACE
CHANNELS CHANNELS
--
3 TYPICAL TYPICAL
CLUSTER I~ -{ CLUSTER
STANDARD NOTES: ` " STANDARD NOTES: * *
- PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.
] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.
SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.
- INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
- 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 GIVEN BAY.
REV. DATE: °7/01 /09 rw. No.00 PURLIN BRACE CLUSTER LOCATION REv. DATE. 07/01 -. No.00 PURLIN BRACE CLUSTER LOCATION
BR09RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION
ERECTION DRAWING PART MARK
C
ADJUST. CODES P
GAGE
EIGHTHS f R \
INCHESI LENGTH I W 1 B 3
FEd millimeters
SHAPE T1
DEPTH BAY NUMBER
COUNTER
CANOPY (C) /PARTITION (P)/
_LL
DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER
07 = 7" ZS = ZEE 11 = 0.113
08 8 1/2- CS = CEE 12 = 0.098 BUILDING SHAPE
0 - 10" ES - LOW EAVE STRUT 13 = 0.0138
1 -
11 - 11 1/2" HS - HIGH EAVE STRUT
14 = 0.79
BB = BACK TO BACK CEE
T-45 GRAY SCRUBOLT(097352)
FB = FACE TO BACK CEE
15 = 0.073
FF = FACE TO FACE CEE
16 = 0.068
6/21/2016
17 = 0.060
e. o7/ova aEv. No. °o SPECIAL SECONDARY PART MARK KEY
EN51B2 COMMON GENERATED MARK NUMBERS
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.
THE BAY/BUNDLE CODE IDENTIFIES
THE BUILDING CANOPY/PARTITION/
ROOF/WALL PLANE AND BAY
E:o,n,/" IREV,"°.°' SECONDARY BUNDLE LOCATION KEY
EN 510 3 ALL SECONDARY DEPTHS
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE'. BY: DESCRIPTION'.
DRAWNG SCALE: NTS
620/2016 SEDSheet
USE (1) 11/32" X 1 1/4
T-45 GRAY SCRUBOLT (097352)
SCRUBOLT NUT (097267)
HEAD OF SOTO
BE ON OUTSIDESIDEOFF
EAVE STRUT -1
EAVE STRUT J
BRACE STRAP
(ESBS1) AT S 1/2",
10" 11 1/2" EAVE STRUT
(JCP051050) AT 7" EAVE STRUT
1 II
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.
PURLIN
EAVE PURLIN BRACE
(PBA-) AT B 1/2", 10",
11 1/2" PURLINS.
(NOT REQ. AT 7" PURLIN
TO 7" EAVE STRUT)
VE STRUT
fE01/07/13 IREV. N0. 04 EAVE BRACE STRAP AND EAVE PURLIN BRAC
BR09K2 LOCATED AT EAVE - CENTERLINE OF FRAME
DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE
**FIELD DRILL HIGH EAVE STRUT
(1) 5/16" DIA.
*EAVE PURLIN HOLE (IF REQUIRED)
BRACE (PBA-)� FOR SCRU-BOLT
CONNECTION
BOTTOM OF
ROOF SHEET
10, pR
PURVIN
No. C 82293 M
EXp.3-31-18 �
PERMIT SET- For Building Dept. Approval
ROOF SECONDARY SED'S
OB n
USE (1) 11/32" X 1 1/4"
T-45 GRAY SCRUBOLT(097352)
CUSTOMER: Bret Wood
DATE:
SCRUBOLT NUT (09726
BUTLER
6/21/2016
HEAD OF SCRUBOLT TO
DRAMWCHECK
BE ON OUTSIDE OF
USE (2) 1/2"
GALV. HEX NUTS
SAVE STRUT
LOCATE
�47120)
1) NUT ON EACH
*NOTE: SEE ROOF FRAMING PLAN FOR
SIDE OF PURLIN
PBA- LOCATION AND QUANTITY.
-ion of 31 -Scope B"Ildngs North America, Inc.
LOCATE PBA- IN UPPER POSITION
WHEN ONLY (1)PBA IS REQUIRED.
E:11/26/12 REV. N0. 01
HIGH EAVE PURLIN BRACE
BRO9W2
ALL WALL PANEL TYPE
No. C 82293 M
EXp.3-31-18 �
PERMIT SET- For Building Dept. Approval
ROOF SECONDARY SED'S
OB n
euLDER: North Valley Building Systems, Inc.
16-013705-01
CUSTOMER: Bret Wood
DATE:
BUTLER
6/21/2016
LOCATION: Chico, California
DRAMWCHECK
Butler ManufacturingRG
/
PROJECT: Smuckers
WC VERSION 2016.1 b
PACE:
12
euaDERs Pon 16-930
e d
-ion of 31 -Scope B"Ildngs North America, Inc.
4E
LI
EN53F1
N OTE:
EAP2 PLATE
ONLY REO'D.
WHEN CALLED
OUT ON FRAME
CROSS SECTION
SHIM PLATE'
\ ' 1
(SEE CHART
PLATE
(EAP2)
SIDEWALL
OR SOLDIER
COLUMN —�
2 5/8"
PURLIN AND GIRT SIZES
8 1/2" 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. 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 WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
VPC FILENAME: 16-013705.01
PG1 CLIP
BOLT EAVE STRUT AND
.25 TO 1.99
EAP2 PLATE TO FRAME W/
6'
9�
(6) 1/2" X 2°
2.5 TO 3.49
A325 BOLT (097280)
3.5 TO 4.00
*1'-0° AT 7" & 8 1/2" OUTSET
rF T
1'-3" AT 10" & 11 1/2" OUTSET
LOW EAVE
STRUT SHOWN – HIGH EAVE STRUT USES SIMILAR PARTS.
PROJECT Smuckers
EAVE STRUT W/ ATTACHMENT PLATE
END FRAME
RS12PF 11
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 WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
VPC FILENAME: 16-013705.01
EAVE
STRU-
i
O
GIFT 9� y
OC *1'-0" AT 7" & 8 1/2" OUTSET
1'-3" AT 10' & 11 1/2" OUTSET
LOW EAVE STRUT SHOWN — HIGH EAVE STRUT SIMILAR
EE07/26/15 I REV. N0. 011 EAVE STRUT CONNECTION
RS12PH AT END FRAME
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.
_ATE
PART
NUMBER
N/A
ESH1
ESH2
ESH3
ROOF BEAM
�„
,097280)
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.
EAVE STRUT)
EAVE STRUT BRACE STRAP —
(ESBS1) AT 8 1/2", 10",
11 1/2" PURLINS. USE
(JCP051050) AT 7" PURLINS.
SHIM PLATE -
(SEE CHART)
(2) 1/2" X 2"
A325 BOLT (097280)—
SHIM PLATE
PG1 CLIP
PG1 CLIP
.25 TO 1.99
N/A
WELDED CLIP CONNECTION
ESHI
2.5 TO 3.49
® ALT. CONNECTION
3.5 TO 4.00
ESH3
LOCATION: Chico, California
BUTLER
Butler ManufacturingRG
VPC VERSION 2016.1 b
ENDBAY e
PROJECT Smuckers
BUILDER S Pon 16-930
ROOF
a dvision
of BlueSwpe Buildng NoRh America, Inc.
PURLIN
5 11/x"
vARIE
WELDED CLIP CONNECTION �A�E
BOLTED CLIP CONNECTION
ALT. CONNECTION FR
ALT. CONNECTION
BOLTED CLIP CONNECTION
ALT. CONNECTION
VARIES
®
CLIPS MREQUIRED
TI
PURLIN TO FRAME CONNECTIONS.
REFER TO INDIVIDUAL FRAME
CROSS SECTIONS FOR BOLTED
CLIP PART NUMBERS AND THEIR
1 1/4'
LOCATIONS.
CLIP5 MAY BE REQUIRED FOR
PURLIN TO FRAME CONNECTIONS.
®
®
REFER TO INDIVIDUAL FRAME
SECTIONS R OLTED
A
CLSS
PART NUMBERS
IPD THEIR
\
LOCATIONS.
RAKE BEAM
7" & 8 1/2" PURLINS
RE". °°,>=:°6/"/,5 RE". "°.°'
PURLIN
CONNECTION AT INTERIOR FRAME
CONTINUOUS PURLINS
RE". °A,E. Cfi/"/,5 REV. N0. 02
PURLIN CONNECTION TO END FRAME
CONTINUOUS PURLINS
RS01 T1
RS02T1 11
EAVE
STRU-
i
O
GIFT 9� y
OC *1'-0" AT 7" & 8 1/2" OUTSET
1'-3" AT 10' & 11 1/2" OUTSET
LOW EAVE STRUT SHOWN — HIGH EAVE STRUT SIMILAR
EE07/26/15 I REV. N0. 011 EAVE STRUT CONNECTION
RS12PH AT END FRAME
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.
_ATE
PART
NUMBER
N/A
ESH1
ESH2
ESH3
ROOF BEAM
�„
,097280)
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.
EAVE STRUT)
EAVE STRUT BRACE STRAP —
(ESBS1) AT 8 1/2", 10",
11 1/2" PURLINS. USE
(JCP051050) AT 7" PURLINS.
SHIM PLATE -
(SEE CHART)
(2) 1/2" X 2"
A325 BOLT (097280)—
SHIM PLATE
ROOF PITCH
RANGE
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
(4) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)
HEAVE STRUT
EAVE STRUT
BRACE STRAP
(ESBS1) 1
r
SHIM PLATE
(SEE CHART)
PLATE-
(EAP1)
SIDEWALL OR
SOLDIER COLUMN
—EAVE
STRUT (4) 1/2" A307 THIN
HEAR BOLT (096636)
& NUT (095032)
ll
ROOF BEAM
lqzzl'�FRAME OR
SOLDIER
COLUMN
BUILDER North Valley Building Systems, Inc.
SHIM PLATE
BOLT EAVE STRUT AND
EAP1 PLATE TO FRAME W/
(B) 1/2" X 2"
A325 BOLT (097280)
ROOF PITCH PART
RANGE 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
LOW [AVE STRUT SHOWN – HIGH SAVE STRUT USES SIMILAR PARTS.
EAVE STRUT CONNECTION REV CATE03/26/15 REV. NO. 04 EAVE STRUT W/ ATTACHMENT PLATE
AT INTERIOR FRAME RS12PE INTERIOR FRAME
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE I By: I DESCRIPTION'.
DRAWING SCALE: NTS
6202016 SEDSheet
17.42.56
PERMIT SET- For Building Dept. Approval
ROOF SECONDARY SED'S
BUILDER North Valley Building Systems, Inc.
JOB#
16-013705-01
CUSTOMER: Bret WOOL/
DATE:
LOCATION: Chico, California
BUTLER
Butler ManufacturingRG
VPC VERSION 2016.1 b
RA2t/2o1NO6
/
PROJECT Smuckers
BUILDER S Pon 16-930
PAGE.
13
a dvision
of BlueSwpe Buildng NoRh America, Inc.
T
111 40'-0"
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.
VPC FILENAME 16013705.01
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.
SECONDARY ELEVATION AT 1
Shape Name = Thaw Equipment Cover, Wall =1
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
DATE: 1 BY:
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. DRAVNNG.1.
6202016
BL
PERMIT SET- For Building Dept. Approval
SECONDARY ELEVATION AT 1
DESCRIPTION: BUILDER:
North Valley Building .Systems, Inc.
CUSTOMER:
Bret Wood
LOCATION:
Chico, California
PROJECT:
Smuckers
NTS BUILDER'SPO# 16-930
mm
a 6vision of BlueScope Bullring, North America, Inc.
16-013705-01
DATE:
BUTLER
6/21/2016
DRAWN/CHECK
Butler Manufacturing
we VERSION: 2016.1b
RG /
PAGE
14
a 6vision of BlueScope Bullring, North America, Inc.
Bracing Part Schedule
Part Qty Length
05RS3506 2 35'-6"
1 611
Dimension Key
Detail
BR02H1,BR02J1
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.
�ri�crvnnnc: i6 -013705-o1
9'-6"
CL
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.
30'-0"
90'-0"
SECONDARY ELEVATION AT A
Shape Name = Thaw Equipment Cover, Wall = 2
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.
CL
9'-6"
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: I BY', I DESCRIPTION:
DRAWNG SCPLE:
6202016
NTS
174300
BL
PERMIT SET- For Building Dept. Approval
SECONDARY ELEVATION AT A
osys'3So
JOB
16-013705-01
6
DATE:
LOCATION: ChICO, California
Op
6/21/2016
DRAWN/CHECK.
/
RGPAGE
PROJECT: Smuckers
(O
,�r)0
15
05¢S
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.
�ri�crvnnnc: i6 -013705-o1
9'-6"
CL
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.
30'-0"
90'-0"
SECONDARY ELEVATION AT A
Shape Name = Thaw Equipment Cover, Wall = 2
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.
CL
9'-6"
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: I BY', I DESCRIPTION:
DRAWNG SCPLE:
6202016
NTS
174300
BL
PERMIT SET- For Building Dept. Approval
SECONDARY ELEVATION AT A
BUILDER: North Valley Building Systems, Inc.
JOB
16-013705-01
CUSTOMER: Bret Wood
DATE:
LOCATION: ChICO, California
BUTLER
Butler Manufacturing
MPC VERSION: 2016.1b
6/21/2016
DRAWN/CHECK.
/
RGPAGE
PROJECT: Smuckers
BUILDERS pox. 16-930
15
a dvision U BI -Scope BuLldngs North America, Inc.
VPC FILENAME: 16.01370501
VPC FILENAME 16-013705-01
ROD SLOT BACKING
PLATE MAY EXIST
HARDWARE INSTALL
IN THIS ORDER:
HILLSIDE WASHER
FLAT WASHER "B"
FLAT WASHER "A"
HEX NUT
WALL BRACE
ROD
COLUMN / RAFTER
HAUNCH -
ROD SLOT BACKING
PLATE MAY EXIST
HARDWARE INSTALLED
FLAT WASHER "B"
FLAT WASHER "A"
HEX NUT
NOTE: FIELD CUT HOLES
IN INSET GIRTS AT
INTERFERENCE WITH RODS
WALL BRACE
ROD
SHAPE
GAGE
WASHERS
CUSTOMER: Bret Wood
ROD DIA.
NUT
A
B
HILLSIDE
3/8'
095321
096408
46040
043657
1/2"
095230
095872
095946
043657
5/8"
095233
095945
095946
043657
3/4-
095235
095946
095948
043658
7/8" 1
095237
1 095947
1 095948 1
043658
1" 1
095238
095948
095949 1
043659
1 1/8" 1
095239
095949
095949
043659
COLUMN / RAFTER
HAUNCH -
ROD SLOT BACKING
PLATE MAY EXIST
HARDWARE INSTALLED
FLAT WASHER "B"
FLAT WASHER "A"
HEX NUT
NOTE: FIELD CUT HOLES
IN INSET GIRTS AT
INTERFERENCE WITH RODS
WALL BRACE
ROD
REV. °Ate 35/10/10 1 REV. NO. 01 ROD BRACING THRU ROD SLOT REV. °""B6/'°/'°
3R02H 1 COLUMN SHOWN / RAFTER SIMILAR BR02J 1
IT
Iff
ADJUST, CODES
GAGE
millimeters
DEPTH
SHAPE
GAGE
WASHERS
CUSTOMER: Bret Wood
ROD DIA,
NUT
A
B
HILLSIDE
3 8"
095321
096408
46040
043657
1 2"
095230
095872
095946
043657
5 8
095233
095945
095946
043657
3 4"
095235
095946
095948
043658
7/8"
095237
095947
095948
043658
1"1
095238
095948
095949
043659
1 1/8-
095239
095949
095949
043659
REV. °Ate 35/10/10 1 REV. NO. 01 ROD BRACING THRU ROD SLOT REV. °""B6/'°/'°
3R02H 1 COLUMN SHOWN / RAFTER SIMILAR BR02J 1
IT
Iff
ADJUST, CODES
GAGE
millimeters
DEPTH
SHAPE
GAGE
K 6
16--013705-01
CUSTOMER: Bret Wood
DATE
6/21/2016
LOCATION:B�/%LER
Locn Chico, California
DEPTH
07=7"
Z=ZEE
11 =0.113
07=7"
08 = 8 1/2"
C = CEE
12 = 0.098
08 = 8 1 /2
10 = 10"
E = LOW EAVE STRUT
13 = 0.088
11 = 11 1/2"
H - HIGH EAVE STRUT
14 = 0.079
10 = 10"
15 = 0.073
16 = 0.068
17 = 0.060
::07/01/08 1 REV. NO. 00 SECONDARY PART MARK NUMBERI WV. DATE. 07/D1/09 RE
FN51B1 COMMON GENERATED MARK NUMBERS EN51B2
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 WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
VPC FILENAME. 16-01370501
ROD BRACING THRU ROD SLOT
SIDEWALL COLUMN SHOWN / RAFTER SIMILAR
ADJUST. CODES
GAGE
INCH
mimmeters
SHAPE GAGE
ZS = ZEE 11 = 0.113
CS = CEE 12 = 0.098
ES = LOW EAVE STRUT 13 - 0.088
HS = HIGH EAVE STRUT 14 = 0.079
BB = BACK TO BACK CEE
FB = FACE TO BACK CEE 15 = 0.073
FF = FACE TO FACE CEE 16 = 0.068
17 = 0.060
SPECIAL SECONDARY PART MARK KEY
COMMON GENERATED MARK NUMBERS
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.
BRACE ¢ FRAME BRACE
LOCATION LOCATION /� ROOF
/ SECONDARY
o
0 0�
�-
0-oI_
�— FLANGE BRACE
(GFB-) OR (HFB-)
CLIP REOT W/
THICK FLANGES FLANGE BRACE WILL TYPICALLY
CONNECT TO THE WEB OF THE
FRAME MEMBER,
O
ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:
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).
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.
10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP,
REV. BATE: 07/01/09 1 REV, NO. 00 TYPICAL FLANGE BRACE CONNECTIONS
BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
ERECTION DRAWING PART MARK
C
P
R
1W1B3
y
BAY NUMBER
CANOPY (C)/PARTITION(P)/
ROOF(R)/WALL(W) NUMBER
BUILDING SHAPE
THE BAY/BUNDLE CODE IDENTIFIES
THE BUILDING CANOPY/PARTITION/
ROOF/WALL PLANE AND BAY
E.01/31/17 REV. NO. 01 SECONDARY BUNDLE LOCATION KEY
EN 513 3 ALL SECONDARY DEPTHS
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.
NOTE: DO NOT ATTACH PANEL (OR PANEL CLIPS) TO PORTAL BRACE BEAM.
AL BRACE BEAM
(4) 3/4" x 2 1/2"
PORTAL BRACE A325 BOLTS
SUPPORT LOCATION UNLESS NOT
SEE ® OTHERWISE
R -11
12H3
FT
SEE \;
ROOF PLAN
FOR PART #
(00007JS_) ��
KNEE BRACE -
_KBD __
ORTAL BG
BR11 F1�V N °, KNEE BRACE CONN CITION
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CIN, MO 64102
DATE: I BY: I DESCRIPTION
DRAVv1NG SCALE NTS
6202016 SEDSh-t
174302
3/4" x 2 1/2"
A325 BOLTS
TYP EACH END
NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL BRACE.
-LOCATE EACH PORTAL BRACE SUPPORT AT PORTAL BRACE KNEE
STIFFENER LOCATION.
-SEE SECONDARY ROOF PLAN FOR PBA LOCATIONS. FIELD DRILL
9/16" DIA. HOLE IN WEB OF PORTAL BRACE FOR PURLIN BRACE
ASSEMBLY (PBA--) ATTACHMENT.
ATTACH WITH (2) 1/2" X 1 1/2"
A325 BOLTS WITH OUT WASHERS
DRILL (2) 9/16" HOLES
PORTAL BRACE SUPPORT MEMBERd,FIELD
N PURLIN.
(00007JS-)
�EAVE STRUT
PURLIN
PORTAL
BRACE
BR12H3
ATTACH WITH (2)-
1/2" X 1 1/2'
A325 BOLTS WITH
WASHERS (TYP.)
FIELD DRILL (2)
9/16" HOLES
IN STIFFENER.
1� PG1
1 \1 11,Q0
7" PURLIN DEPTH
PORTAL BRACE SUPPORT
PORTAL BRACE SUPPORT MEMBER
No. C 82293 �0
Exp. 3-31-18
2Zz
T. OF CALIF°��
PERMIT SET- For Building Dept. Approval
WALL SECONDARY SED'S
BUILDER North Valley Building Systems, Inc.
K 6
16--013705-01
CUSTOMER: Bret Wood
DATE
6/21/2016
LOCATION:B�/%LER
Locn Chico, California
Butler Manufacturing
VPC VERSION: 2016.1 b
of BlueScope Buildngs Nonh Amenca, Inc.
DRAVMICHECK.
/
PROJECT: Smuckers
-PAGE
18
BUILDER'S PO# 16-930
a civision
6=16 17;43,04 a avision of BlueScope Builtings North A—ca, Inc.
� FILtN L 16-01370501 6202016 17:43:06 a dvision of BlueScope BuildnM North America, Inc.
MC RLENPME: 16-013705-01
w" �'� 6/10!1016 17'43'08 a division of BlueScom Buildngs North Nnenc , Inc.
BL
Trim Schedule
Id Parts Color Details
T1 (9)ST10A,(4)GTR25 Cool Harvest NV678,RCB277
T2 0008738,(2)4CE45,(2)CP410,4CE75 Cool Harvest KV846
Planograph Schedule
Id Details
T1 P -080873,P -080948,P -103223,P -103315,P -104550,P-107511
T2 P -105224,P -105225,P-105228
T1
pen
N N
F P.
01_01,
COVERING ELEVATION AT B
BL
No. C 82293 �0
.J Exp, 3-31-1
6(zz 6
�qT civo_
FOF CAU 3
PERMIT SET- For Building Dept. Approval
Shape Name = Thaw Equipment cover, Wall = 4
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY
BUTLER MANUFACTURING
1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
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
COVERING ELEVATION AT B
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
MFG. AND DESIGN AND PERFORMANCE
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REQUIREMENTS SPECIFIED BY BUTLER.
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
REV, DATE: BY: DESCRIPTION
BUILDER North Valley Building Systems, Inc.
poen
16-013705-01
THE BUTLER MFG. ENGINEER'S SEAL DOES
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR
DATE
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
NOT APPLY TO THE PERFORMANCE OR
CUSTOMER Bret Wood
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIREDESIGN
OF ANY OTHER PRODUCT OR
ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN
LOCATION
Chico, California
BUTLER
6/21/2016
DRAMICHECK:
RG /
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
COMPONENT FURNISHED BY BUTLER EXCEPT
ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
TO ANY DESIGN OR PERFORMANCE
APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING
PRodEcr: Smuckers
Butler Manufacturin 9
PAGE.
I DRAWNGSCALE: NTS
REQUIREMENTS SPECIFIED BY BUTLER.
TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUILDERSPC# 16-930
-W-
VPCMERSION 2016.1b
r Ph.uCrwa Rnil— N -h A Hw Inn
23
VPC FILENAME: 16-013705-01
F = FEET G = GAGE
I = INCHES 0 = OPERATION
E = EIGHTHS C = FIN/COLOR
PANEL/COVERING
W 1 3 1 1 7 2 6 1 K T D
*FFIIE000CCC
LENGTH CCDE
INSULATION
181361036030 WV
** F F F I I I I I I E C C
LENGTH WIDTH THK CODE
SECONDARY (STANDARD)
0 B Z 1 9 1 1 4 1 7 - - - --
*** F F I I E G G
DEPTHLENGTH GAGE ADJUST.CODES
SHAPE
SECONDARY (SPECIAL)
0010871911417---
* * * * • * F F I I E G 0 * * *
COUNTER DEPTH& LENGTH GAGE ADJUST.CODES
SHAPE
CX*** = COLUMN (PLATE)
SEE DRAWING P-105224, P-105225, AND
CGX*** = COLUMN (GAGE)
P-105228 FOR DOWNSPOUT INSTALLATION
AND RIVET COLOR PART MARK INFORMATION
WCX COLUMN (HOTROLL)
L=LEFT
RIGHTE
RBX*** = RAFTER (PLATE)
BGX*** = RAFTER (GAGE)
_
``�- ROOF PANEL
WRX*** = RAFTER (HOTROLL)
TRX*** = TRUSS RAFTER
GUTTER OUTLET I GUTTER
(OD8738)
ICX*** = INTERIOR COLUMN
SEE DWG. P-081166
PCX*** = PIPE COLUMN
WALL PANEL
TCX*** = TUBE COLUMN
45' ELBOW (4CE45) BLIND RIVET (TYP.)
EPX*** = ENDPOST (PLATE)
EGX*** = ENDPOST (GAGE)
CBX*** = CANOPY (PLATE)
CBX*** = PIGGYBACK CANOPY
DCC*** = 8 1/2" GAGE POST
DCE*** = 10" GAGE POST
ROD BRACING RS = THREADS BOTH ENDS
0 3 R S 2 5 1 0 RT = THREADS ONE END - CLEVIS ONE END
E * * F F I I RU = CLEVIS BOTH ENDS
DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES
. DATE -08/29/11 I REV. N0. 01 JF MARK NUMBER KEY
EN50131 11 COMMON GENERATED MARK NUMBERS
SEE DRAWING P-107511 FOR PANEL TO PANEL
MODULEZE II SOFFIT INSTALLATION FASTENER, 2'-6" O.C.
AND RIVET COLOR INFORMATION BUTLERIB II
rROOF PANEL
ENDWALL TRIM
STANDARD PANEL WIDTH 12"
SEE DRAWINGS P-103223 AND P-104550
(BRGT20_)
LOCATION:
L=LEFT
RIGHTE
TORX 1 1/4' T-30
SEDWG. P-081166
SE
SELF—DRILLING SCREW
(097365) (3'-0" O.C.)
WALL ADAPTER
(WA10B)
RAKE CHANNEL
SEE DWG. P-081166
VPC VERSION 2016.1b
24
PURLIN, EAVE STRUT
TORX T-30
OR EXTENSION
SELF—DRILLING SCREW
6"
(097364) (2'-0" O.C.)
EAVE STRUCTURAL
SOFFIT TRIM 1D'—D" LG. SOFFIT
INSTALL BEFORE GABLE TRIM I W/SOFFIT
�ST10A W/7" OR 8 1/2" PURLINSEE RCB001
ST10C� W/10" OR 11 1/2" PURLIN I FOR FASTENERS
I W 0 SOFFFIT
T RX 1 1/4" 7-30
EW OVHG SDS TO STRUCT
(097365) (5'-0" O.C.)
NOTE:
IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE
HIGH WIND GABLE TRIM CLIPS ARE REQUIRED.
REV DATE -02/26/15 REV. ND. DI (;ABLE TRIM WITH BUTLERIB II ROOF
RC9326 EW OVHG OR CANOPY EW AT EW OVHG
VPC FILENAME: 1"1370501
CONDUCTOR PIPE
(CP410)
CONDUCTOR STRAP
(CS) (TO BE FIELD
FORMED) (TYP.)
ELBOW
(4
(4CE75)
m
DAIE.01 /23/14 IF
KV846
q SIDEWALL
SAVE
/ i I FLOOR LINE
SLOPE RANGE 1/4:12 THRU 1
4 INCH DOWNSPOUT AT WALL
BUTLERIB II AND SHADOWALL
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.
w
i
IL
r
12
._ �,,,JT
I
I
SIDEWALL
SLOPE RANGE 1/4:12 THRU 4:12
01/14/16 REV.ND.00 UNT. EAVE W/BRII ROOF
MV001 OPEN WALL
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
DATE: I By, DESCRIPTION,
DRAW NG SCALE: NTS
6202016 SEDSheet
1743.14
y�1E
No. C 82293 �' m
- Exp. 3-31-1 m
�I V I
�F MW
PERMIT SET- For Building Dept. Approval
COVERING & TRIM SED'S
BUILDER
STANDARD PANEL WIDTH 12"
SEE DRAWINGS P-103223 AND P-104550
FOR GUTTER INSTALLATION.
LOCATION:
Chico, California
SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION.
SEE DRAWING P-107511 FOR MODULEZE II SOFFIT INSTALLATION.
Smucker$
1�o
BRII ROOF
MODULEZE II FPO
LOCK—RIVET (096306)
VPC VERSION 2016.1b
24
ALONG WITH
WASHER (096304)
of BlueSwpe Buildngs Nonh America, Inc.
6"
EAVE STRUCTURAL
_--TORX 1 1/4" T-30
r
MODULEZE II 1 BEAD FP1
LOCK—RIVET
SELF—DRILLING SCREW
(096306)
(097365) (3'-0" O.C.)
LOCATE SDS TO AVOID
I
4"
GUTTER
SECONDARY PUNCHING.
HANGER
(630077)
GUTTER
I _
r
MODULEZE II 2 BEAD FP2
SOFFIT TRIM 10'-4"
SOFFIT
ST OG 7'
RT10A� 81/2"
I
I WITH SOFFIT SEE RCBDDI
F = FEET I = INCHES E = EIGHTHS
G = GAGE
0 = OPERATION C = FIN/COLOR
ST10B) 10"
MI
FOR FASTENERS
OD) 11 1/2"
I
PANEL/COVERING
[AVE STRUCTURAL
WITHOUT SOFFIT
TORX 1-1/4" T-30
FP_ 1 3 1 1 7 2 4 1 A E W
I SELF—DRILLING SCREW
F F I I E G G 0 C C C
I (097365) (5'-0" O.C.)
LENGTH CODE
# OF BEADS
CANOPY
P,EV OATE02/07/11 REV. NQ 01
MODULEZE II SOFFIT PANELS
REM DATEt07/09/15 REV. NO.00
GUTTER
W/O WTHR. SEAL W/BRII ROOF
AT CANOPY
NV678
RCB277
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: I By, DESCRIPTION,
DRAW NG SCALE: NTS
6202016 SEDSheet
1743.14
y�1E
No. C 82293 �' m
- Exp. 3-31-1 m
�I V I
�F MW
PERMIT SET- For Building Dept. Approval
COVERING & TRIM SED'S
BUILDER
North Valley Building Systems, Inc.
CUSTOMER:
Bret Wood
LOCATION:
Chico, California
PROJECT:
Smucker$
BUILDER'SPO# 16-930
16-013705-01
BUTLER
DATE'
6/21/2016
�+
DRAVMWCHECK.
RG /
Butler Manufacturing
PAGE'.
VPC VERSION 2016.1b
24
a dvision
of BlueSwpe Buildngs Nonh America, Inc.
"*" GUSSETS WHEN REQUIRED BY DESIGN
LTERNATE
BOLTING
PLATE
OR
CJP
DAT -OI
IYP.
U
ROWSA
V STITCH
1 1/2" — 3 (10 GA. WEB)
2 — 5 (3/16 & 1/4 WEB)
4 — B (5/16 — 112 WEB)
I
HAUNCH / COLUMN CONNECTION
TO BOLTED WELD STD.
ALTERNATE
BOLTING
ALTERNATE PLATE
BOLTING
PLATE
--- OR�
CJP.
'' STITCH 11
1 1/2" — 3 (10 CA. WED)
* 2 — 5 (3/16 & 1/4 WEB)
4 — 8 (5/16 — 1/2 WEB)
WV_ DAMM/13/14 1 REV_ W. D2
RSV DAT -2 1 I FRAME CONNECTION AT INTERIOR COLUMN
WELD STD.
MINIMUM FILLET WELD
The Table below shows Code minlrTlum welds far AISC & CSA/W59.
If weld shown on EngtneerIng Weld Standard Dr an fabrication
documents are less khan these, than the weld size shown belvv
I6 to be used, based on the rnaterid thicknees boing Joined.
AISC TABLE J24 & AWS01.1 5.8
MINIMUM GMAW FILLET WELDI jZE S
Base Metal Thickness (T)S a07111i 419
in. MM in. mm
T S 1/4 T< 8 1/8 3
1/4 < T <_1/2 T S 12 3/16 D
1/2 < T <_3/4 12 < T < 20 1/4 6
3/4 < T 20 s T 5/16 a
* T = Thickneea Df the thinner part joned (USA, CANADA do MEXICO)
Aeaumea low hydrogen wilding practise using GMAW filler metal
dace ER70-3 (B -1240A 2C 0) ar SAW filler motel class F7A4—
EM13K (F49A2—FM13K).
FILLET WELD ASSEMBLY (AWS D1.1-06 SeC 5.221)
Caps to parts tD be Joined by Net welds may have a
gap of X1/16- with no adjustment in weld size.
Gaps > 1/167 but <J/1 5', fillet weld leg must be increaaad
by tha amount of the root opening
Gaps > 3/16', corrective work I's required to bring parts
nto acceptable contact.
1aV DAM 225 2 mrv. Nam GENERAL WELD REQUIREMENTS
WELD STD.
VPC RLENAME: 16-01 37 0 5-01
*" GUSSETS WHEN REQUIRED BY DESIGN
T
/
Iowa
OUT
ROWS ALTERNA'
BOLTING
LATE
(\AOR
OR
Clip
CJP
LOW SIDE HAUNCH CONNECTION
FACE BOLTED WELD STD_
E PLATE
[MM2/M/13 IRN °' I TYPICAL BASE PLATE CONNECTION
BASE PLATE TO COLUMN WELD STD.
GENERAL NOTES:
THE FILLET WELD SHALL BE CONTINUOUSLY
SUBMERGED ARC WELDED ONE SIDE OF THE
WEB TO BOTH FLANGES AS ILLUSTRATED.
THE MINIMUM FILLET WELD SIZE SHALL BE
TAKEN FROM TABLE BELOW.
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.
ALTERNATE
BOLTING
PLATE—v
REV, OATE.'al/13A4 IWV. MD.=
#- GUSSETS WHEN REQUIRED BY DESIGN
N /OR
)1/2" — 3 (10 GA. WEB)
/ 2 — 5 (3/16 & 1/4 WEB)
/ 4 — 8 (5/16 — 1/2 WEH)
HIGH SIDE CONNECTION
BOLTED WELD STD.
'CX—) OR (PCX—)
7R PIPE COLUMN
M SHOP SPLICE
)ASE PLATE
REV. OATG1/23/12 1RSV. III D.ai I TYPICAL BASE PLATE CONNECTION
BASE PLATE TO COLUMN WELD STD_
GENERAL NOTES;
1. SEE FRAME CROSS SECTION FOR BOLTING PLATE
THICKNESS AND NUMBER OF ROWS OUT AND IN.
2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (61f
MIN.)
3. SIZE OF WELDS UNLESS NOTED� R�AOMATERIALTHICKNESS/
REV. GATE: 7./9/12 I FEV. ND. QI
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.
No. C 82293 �' m
EXp.3-31-18
&(z21
�s, civo-
��FOF rAL����
GENERAL NOTES
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: I BY: I DESCRIPTION.
DRAVNNG SCALE NTS
6202016
1743:16
"** GUSSETS WHEN REQUIRED BY DE
OATCi0I 13/14 IMV. Na.m I BOLTED RAFTER SPLICE CONNECTIONS
WELD STD_
FLANGE CHt
00NNEOIION
SPLICE
��
CJP
CJP
GJP
CJP
533
eA,t3/0/12 IMV. "a°' VARIOUS RANDOM SHOP SPLICE
SHOP SPLICE WELD STD.
FLUSH — UNSITFENED
13 0 a s 0 a a s a a a 0 a a a' a a 0 D a o a D a
4 a a s a 0 a 4 a s 4 4
a o a 6 0 D a 6
q p a a
11 12 13 14 51 52 53 54
EXTENDED — UNSTIF TN ED
O D a D 0 D a o 0 D 0 D a 0 O D a 0
as as as oc+aa aaaa aaaa
0 D a D D a B a
V p a a
31 32 33 71 72 73
EXTENDED — STIFFENED (GUSSET)
0 0 O B O B 0 4 0 0 0 0 0 0 a a a 0
O D a D 0 D O Q O B 0 D 0 6 JOB a 0a D a D D a sa a a
41 42 43 81 82 83
Minimum bolt spacing Is 3" U.N.O.
SEE 'BOLTED END—PLATT= CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE II
1. OA1£V13 14 Irmv. No. m
BOLTED END—PLATE CONNECTION LAYOUT
PERMIT SET- For Building Dept. Approval
MRD50 DRAWING
JOB
BUILDER. North Valley Building Systems, Inc.
BUTLER
16h--013705-01
CUSTOMER. Bret Wood
DATE.
6/21/2016
LOCATION: Chico, California
1
Butler ManufacturingRG
VPCVERSION: 2016.1b
of BlueScope Buildngs North Am nca, Inc.
DRAMCHECK.
PROJECT: Smuckers
PAGE.
1 25
BUILDER•SPO# 16-930
a d—ion
14M" FLLET VELD sIzEs (a& CANADA & MUM) (0901.1-TA6LE 6.d)
R.ANE THCIMM
3pp�
u�
1/4'
51ir
3/a'
1/Y
5/A'
31,e
1'
I1/e•
11/x'
00
11/{
1019A
1/W
1/r
1/6'
1/8'
1/6'
1/6'
1/e
1/6'
1/n-
I/E'
1/6 -
WA
1/0'
1/r
1/0-
1/1'
1/0-
1/If
11r
IA.
1/E-
I/d•
1/0"
3111'
I/Ir
1/If'
1/A"
1/If
1/If
11r
1/8'
1/6'
3/16'
3AG.
Vic -
1e
1/8"
1/8-
1/9-
11ir
1/61
1/6'
1/e
3/16'
3/16•
3118'
3/18'
6 16'
1/B'
1/8-
31i
3/16'
3/16•
3/ir
3/16-
3/16'
3/16•
S/18'
3/i6•
6'
1/e'
1/1F
3/ir
J/11'
.51le
3/111-
3111•'
3/111'
3/16•
S/le
3/15
1/2•
1/d•
1/D"
3/11-
Lx/16'
3/16'
3/11-
3/10•
3/10
3/16'
3/Id
3/11'
5/E'
1/er
1/0-
7/10-
3/1�
3/18
1/f
1/4'
1/4'
1/4-
1/t-
I/4'
3/4'
1/If
1/li
I/4'
5/16'
5/18'
S/18'
'J/16'
-V_(MT-'i 23 7
IREV.TYPICAL
TYPICAL
SEC11ON
THFtU
NOTES
BUILT—UP MEMBERS
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.
ALTERNATE
BOLTING
PLATE—v
REV, OATE.'al/13A4 IWV. MD.=
#- GUSSETS WHEN REQUIRED BY DESIGN
N /OR
)1/2" — 3 (10 GA. WEB)
/ 2 — 5 (3/16 & 1/4 WEB)
/ 4 — 8 (5/16 — 1/2 WEH)
HIGH SIDE CONNECTION
BOLTED WELD STD.
'CX—) OR (PCX—)
7R PIPE COLUMN
M SHOP SPLICE
)ASE PLATE
REV. OATG1/23/12 1RSV. III D.ai I TYPICAL BASE PLATE CONNECTION
BASE PLATE TO COLUMN WELD STD_
GENERAL NOTES;
1. SEE FRAME CROSS SECTION FOR BOLTING PLATE
THICKNESS AND NUMBER OF ROWS OUT AND IN.
2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (61f
MIN.)
3. SIZE OF WELDS UNLESS NOTED� R�AOMATERIALTHICKNESS/
REV. GATE: 7./9/12 I FEV. ND. QI
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.
No. C 82293 �' m
EXp.3-31-18
&(z21
�s, civo-
��FOF rAL����
GENERAL NOTES
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: I BY: I DESCRIPTION.
DRAVNNG SCALE NTS
6202016
1743:16
"** GUSSETS WHEN REQUIRED BY DE
OATCi0I 13/14 IMV. Na.m I BOLTED RAFTER SPLICE CONNECTIONS
WELD STD_
FLANGE CHt
00NNEOIION
SPLICE
��
CJP
CJP
GJP
CJP
533
eA,t3/0/12 IMV. "a°' VARIOUS RANDOM SHOP SPLICE
SHOP SPLICE WELD STD.
FLUSH — UNSITFENED
13 0 a s 0 a a s a a a 0 a a a' a a 0 D a o a D a
4 a a s a 0 a 4 a s 4 4
a o a 6 0 D a 6
q p a a
11 12 13 14 51 52 53 54
EXTENDED — UNSTIF TN ED
O D a D 0 D a o 0 D 0 D a 0 O D a 0
as as as oc+aa aaaa aaaa
0 D a D D a B a
V p a a
31 32 33 71 72 73
EXTENDED — STIFFENED (GUSSET)
0 0 O B O B 0 4 0 0 0 0 0 0 a a a 0
O D a D 0 D O Q O B 0 D 0 6 JOB a 0a D a D D a sa a a
41 42 43 81 82 83
Minimum bolt spacing Is 3" U.N.O.
SEE 'BOLTED END—PLATT= CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE II
1. OA1£V13 14 Irmv. No. m
BOLTED END—PLATE CONNECTION LAYOUT
PERMIT SET- For Building Dept. Approval
MRD50 DRAWING
JOB
BUILDER. North Valley Building Systems, Inc.
BUTLER
16h--013705-01
CUSTOMER. Bret Wood
DATE.
6/21/2016
LOCATION: Chico, California
1
Butler ManufacturingRG
VPCVERSION: 2016.1b
of BlueScope Buildngs North Am nca, Inc.
DRAMCHECK.
PROJECT: Smuckers
PAGE.
1 25
BUILDER•SPO# 16-930
a d—ion
DRAWING INDEX DRAWING RELEASE HISTORY
GENERAL NOTES
DRAWING TITLE PAGES TYPE DATE DESCRIPTION
-
COVER SHEET 1 PERMIT SET 6/28/2016 Permit Set- For Building Dept. Approval
MATERIALS ASTM DESIGNATION3
PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55
NOTES 2-3
COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60
BRACE RODS A572, 5510 GRADE 50
ANCHOR ROD PLAN 4
������
HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50
HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50
PRIMARY STRUCTURAL 5-8
HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B
®
CLADDING A653, A792 GRADE 50 OR GRADE 80
SECONDARY STRUCTURAL 9-14
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
Butler Manufacturing COVERING WA
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
SPECIAL DRAWINGS WA
a division of BlueScope Buildings North America Inc.
INFORMATION.
SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE
STANDARD ERECTION DETAILS WA
THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR
CONTRACT.
PLANOGRAPH DETAILS WA
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.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN
ERECTION DRAWING DETAILS.
10Nq
Q�OF
C 85445 m
c� Cn
BUTTE * EXP. 0913=01S
COUNTY S'� CIVIL �P
gTFOFCAI�F���
AUG 082016
DEVELOPMENT
SERVICES
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY
BUTLER MANUFACTURING
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
COVER SHEET
MFG. AND DESIGN AND PERFORMANCE
IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
REQUIREMENTS SPECIFIED BY BUTLER.
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUILDER: North Valley Building Systems, Inc.
JOB #:
THE BUTLER MFG. ENGINEER'S SEAL DOES
1601372901
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR
CUSTOMER:
DATE:
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN
6128/2016
LOCATION: Chico, California
BUTLER
DRAWNICHECK:
COMPONENT FURNISHED BY BUTLER EXCEPT
ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL
®
PROJECT: Smuckers-Spare Parts Expansion
TO ANY DESIGN OR PERFORMANCE
APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING
Butler Manufacturing
SCN / H.A
BUILDERS PON:
PAGE: 1
REQUIREMENTS SPECIFIED BY BUTLER.
TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
VPC VERSION; 2016.11)
VPC FILENAME: 16-013729-01 6/28/2016 13:42:43 a division of BlueScope Buildings North America,lnc.
VPC FILENAME: 16-013729-01
BUILDER/CONTRACTOR RESPONSIBILITIES DELIVERIES PANELS
Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice.
Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work
unless stipulated otherwise in the contract documents. 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 from all governing agencies
and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance
of Butler 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
shall govern.
Butler 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 the 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. Butler is not
responsible for work done from any other Butler drawings that are not marked
"FOR CONSTRUCTION", nor any drawings prepared by others.
As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice
(in Canada — CSA S16), which require L/500 tolerance of installed members. 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 building with top riding bridge cranes see Crane Data drawing for column plumb tolerance.
The building erector shall be properly licensed and experienced in erecting metal building systems.
The Builder is responsible for having knowledge of, and shall comply with, all OSHA 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 and shall not be considered
as adequate erection bracing. See Erection Guide.
EXISTING STRUCTURES
Butler must be advised of any existing structure that is within 20 ft. of Butler's building.
Loadings of both buildings may be affected when adjacent buildings are within this distance.
Butler cannot be responsible for the design or loading of existing buildings.
BRACING
Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be
taken while tightening brace rods so as not to cause accidental or misalignment of components.
All rods must be installed loose and then tightened. Rods should not exhibit excessive saga For
long or heavy rods, or angles it may be necessary to support the rods at mid—bay by suspending
them 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 minor 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 adesi n 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 (WPS). A WPS shall be
prepared by the contractor for each welding variation specified. The contractor 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
Seismic Cat D, E or F), minimum Charpy V—Notch toughness shall meet AISC-341 criteria
ft—lbs min @ ODeg F). Interposs temperatures shall not exceed 550Deg F (30ODeg C).
SIGNAGE
The Builder is responsible for furnishing signs as required by Code and the Building Department,
including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits.
Floor loading signs shall clearly indicate maximum floor live load permitted.
Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type
of commodity 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.
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
It 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.
The 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 the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder
must 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
within 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
the wall shall design the anchorage to Butler supporting elements consistent with Code
required forces.
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. ACCREDITATIONS AND APPROVALS
Fabricator Approvals
IAS AC472 Approvals: (www.iosonline.org/Metal—Building—Systems/MB,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.iosonline.org/Metal—Building—Systems/MB.htm1)
Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc.
Canadian CSA A660 Certifications
(http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.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#PO8900; NS#30123; ON#100148796; and YT#PP134
rn
' a C 85445
*
EXP 09/30/201
C10 -
ATE OF CAUF���
VPC FILENAME: 16-012729-01612612016 17:42:45
a division of BlueScope Buildings North Amedca, Inc.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
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
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ERECTION NOTES
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
REN: DATE: BY: DESCRIPTION
BUILDER: North Valley Building Systems, Inc.
J013 #:
1601372901
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:
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.
CUSTOMER:
LOCATION: Chico, California
PROJECT: Smuckers-Spare Parts Expansion
BUILDERS PO#:
BL/TLE'R
®
Butler ManufacturingSCN
VPC VERSION: 2016.1b
6/28/2016
DRAWN/CHECK:
/ H.A
DRAWING SCALE: NTS
PAGE: 3
VPC FILENAME: 16-012729-01612612016 17:42:45
a division of BlueScope Buildings North Amedca, Inc.
a
E
--E
� N
+
0 . E
Z vt E
J
WIDTH
21/2"I [2 11/2"
64mm64mm64mm
L
D1 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Dim: A=1'-0"
Elev.=100'-0"
NOTE:
-Expandable Frame at Grid Line -1 of the
Existing Building to Support Roof Loads
from this New Building Addition.
-Existing Building Bracing System have
been Reviewed to be Adequate to Support
Longitudinal Loads from this New Building.
Additional Reactions to Braced Frames of
the Existing Building this New Building is
shown Below:
BRACED BAY REACTION
SIDEWALL
BETWEEN H
V H
V
GRID
GRIDS (WL)
(WL) (EO)
(EO)
A
4— 5
0.97
0.80
C
4— 5
0.97
0.80
3 3'-6"
2 3'-0"
1 6"
Dimension Key
Dim.A
r E
N I
LTJ
E
N
0}J 102mm 127mm
D2 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=11"
Dim: A=5 1/8"
Elev.=100'-0"
<*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED
BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE
AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED
WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER.
VPC FILENAME: 16-013729-01
NUT
HARDENED
WASHER
4" (102mm)
PROJECTION
w BOTTOM OF COLUMN
Z o BASE PLATE ELEV.
LIJ E5 J D]
-TOP OF FOUNDATION - CONSIDER
CD ANY SPACE BETWEEN THE FOUNDATION
AND COLUMN BASE IN ANCHOR ROD
LENGTH REQUIREMENT
THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE
IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD
LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE
FOUNDATION DESIGNER.
THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF
THERE IS INTERFERENCE WITH OTHER PARTS.
SUGGESTED ANCHOR ROD PROJECTION
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.
0
M
N
M
C3
N
112" (13mm) DIAMETER
CONCRETE ANCHORS
(BY OTHERS)
DATE:
JAMB
CJ
®
DRAWN/CHECK:
W
Z
PAGE:
4
I
g
—m
I ��
�
E W
n W
to
II
UJ
1 1/4"
OPENING WIDTH
32mm 32mm
NOTE: 1" (25mm) PROJECTION ABOVE
BOTTOM OF JAMB CLIP
SEE PLAN FOR JAMB SIZES: J = SIZE
JAMB'EQ.' VALUES:
7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm
10 EQ = 3 1/2" 89mm,11.5 EQ = 41/4" 108mm
FRAMED OPENING DETAIL
BL
VARIES
BOTTOM OF
COLUMN
BASE PLATE
LTD = 1/2" (13mm)
FLUSH = 0" (Omm)
TYPICAL COLUMN
BASE PLATE DETAIL
f
1
Existing Building BL
BL BL
2 J=8.50 2
14'-0"
1 19'-6"
20'-0"
BL BL
ANCHOR ROD PLAN
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
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.
1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER
EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR.
2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE
SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI).
(ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS
OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD
OF TRANSFERRING FORCES FROM ANCHOR RODS TO
FOOTINGS ARE TO BE DETERMINED BYOTHERS.
3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED
AND DETAILED AS "CAST -IN-PLACE" ANCHOR RODS WITH
"SNUG TIGHT" CONNECTIONS.
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH.
ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN
ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER
IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS
PER AISC CODE OF STANDARD PRACTICE, SEC 7.5
VARIATIONS ARE SUMMARIZED BELOW;
a. CENTERS OF ANY TWO AR'S WITHINA COLUMN BASE
GROUP; +-118"
b. CENTERS OF ADJACENT AR GROUPS; +.114"
c. TOPS OF AR'S; +.1/2"
d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS
ALONG COLUMN LINE; +.114" PER 100FT., NOT TO
EXCEED 1" TOTAL.
e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN
LINE; +.1/4"
5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE
REACTIONS REPORT.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102 ANCHOR ROD PLAN
REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc.
CUSTOMER:
LOCATION: Chico, California
PROJECT: Smuckers-Spare Parts Expansion
DRAWING SCALE: NTS BUILDER'S PO#:
6/26/2016 13:42:46
C 85445 m
N
* EXP, 09130/01 y *
srgr CMV
OF CAI�F�
a division of BlueScope Buildings North A"dca, Inc
JOB 0:
1601372901
DATE:
B�i%LER
6/28/2016
®
DRAWN/CHECK:
Butler Manufacturing
VPCVERSION: 2016.1b
SCN / H.A
PAGE:
4
a division of BlueScope Buildings North A"dca, Inc
Frame Member Schedule
Part
Mem
Width
Thick
CX001
1
5.0000
.1875
RBX001
2
5.0000
.1345
RBX002
3
5.0000
.1345
126#
4
5.0000
.1345
RBX003
5
5.0000
.1345
RBX004
6
5.0000
.1345
Yes
7
5.0000
.1345
RBX005
8
5.0000
.1345
CX002
9
5.0000
.1875
EPX001
10
5.0000
.1345
EPX002
11
5.0000
.1345
"M
8 19'-9" Ridge Ht.
7 4'-8"
6 3'-11 5/8"
5 3'-11 13/16"
4 1'-0 1/4"
3 3'-8"
2 1'-6"
1 8 1/2"
❑ Dimension Key
WebThk.
Depthl
Depth2
Approx.Lgth
Approx. Wt. Detail
.1345
1'-0"
1'-0"
16'-3
15/16"
216#
.1345
9"
9"
13'-0
11/16"
126#
.1345
9"
10"
12'-0
1/16"
122#
.1345
10"
9"
1
1
Yes
.1345
9"
9"
10'-0"
3/4"
98#
.1345
9"
11"
22'-1
1/16"
216#
.1345
11"
9"
2 1/2"
3/8"
2
.1345
9"
9"
13'-0
9/16"
127#
.1345
1'-0"
1'-0"
14'-7
15/16"
195#
.1345
10"
10"
18'-0
11/16"
103# BR25CA
.1345
10"
10"
16'-3
11/16"
93# BR25CA
B A.6
25'-1 1/16" 1.000:12
4 @ 5'-0 1/4"
M
0
N N
C14
OBolt Connection & Plate Schedule
Id
Qty
Grade
Bolt
Bolt
Plate
Rows
Rows
Washer
PartNo
0
DATE:
6/28/2016
LOCATION: Chico, California
Dia.
Length
Thick.
Out
In
r -I X
A
2
A325
3/4"
2 1/2"
3/8"
1
1
Yes
0097284
B
4
A325
3/4"
2 1/2"
3/8"
1
1
Yes
0097284
C
4
A325
3/4"
2 1/2"
3/8"
2
2
Yes
0097284
D
4
A325
1/2"
1 1/2"
3/8"
1
1
Yes
49080
<S>
- (2)
Washers
required at Flange
Brace
to
Secondary.
(See Also Sheet -7 MRD50 For Guide To Connection Details)
A.3
45'-1 7/81, 1.000:12
8 @ 5'-0 1/4"
A
A Cf)
Cf) V
V to M
M O O A
O N N 1n
W M V
0 OC\j CD
d,
D- - -
B
RBX002 RBX003
R c
�u RBX004
RBX001 o
J. '
A O
f
I
r
O
M
N
O
N
4
REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc.
CUSTOMER:C
.108x:
1601372901
0
DATE:
6/28/2016
LOCATION: Chico, California
BV / Z#T
0
®
Butler Manufacturing
g
VPC VERSION: 2016.1b
DRAWN/CHECK:
/ HA
SCALE NTS BUILDER'S POx:
r -I X
CD
O W
X
U
BL
I
23'-0" 24'-0"
CL
70'-0"
FRAME CROSS SECTION AT FRAME LINES) 01
Shape Name = Spare Parts Expansion Wall 4, Frame 1
1
CL
A
U)
V
O
0
N
+E
Frame Clearances
Horiz. Clearance between members l(CX001) and 9(CX002): 66'-7"
Vert. Clearance at member l(CX001): 16'-3 15/16"
Vert. Clearance at member 9(CX002): 14'-7 15/16"
Vert. Clearance at member 10(EPX001): 18'-0 1/2"
Vert. Clearance at member ll(EPX002): 16'-3 1/2"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
ID
r
M
r
O
M
N
O
N
4
REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc.
CUSTOMER:C
.108x:
1601372901
23'-0"
RBX005
N
0
0
X
U
1
BL
0
0
M O
I
ko
1. USE 112 X 1 112 A325 -N BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
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
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 01
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
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.
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
REV: DATE: BY: DESCRIPTION: BUILDER: North Valley Building Systems, Inc.
CUSTOMER:C
.108x:
1601372901
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.ORAwING
DATE:
6/28/2016
LOCATION: Chico, California
BV / Z#T
PROJECT: Smuckers Spare Parts Expansion
®
Butler Manufacturing
g
VPC VERSION: 2016.1b
DRAWN/CHECK:
/ HA
SCALE NTS BUILDER'S POx:
PAGE:
GE:
5
srzyrzuiu
VPC FILENAME: 16.012729-01
VPC FILENAME: 16413729-01
1. SEE FRAME CROSS SECTION FOR BOLTING PLATE
"*"GUSSETS WHEN REQUIRED BY DESIGN STITCH
vvv✓L1J ....L., u TYp
0 00
0
0
0 0
0-
ALTERNATE
BOLTING
1 1/2" — 3 (10 GA. WEB)STITCH
2 — 5 (3/16 & 1/4 WEB)
4 — 8 (5/16 — 1/2 WEB)
TYP
1 1/2" — 3 (10 GA. WEB
2 — 5 (3/16 & 1/4 WE
COLUMN
(CX—) OR (IC
PLATE
THICKNESS AND NUMBER OF ROWS OUT AND IN.
4 — 8 (5/16 — 1/2 WEB)
-
ROWS
ROWS OUT
OUT
*
TYP
*
TYP
OR \`�
CJP/'
,
— ,
ROWS
OR
CJ
ALTERNATE
BOLTING
-____---- -~ -- --- LATE
ROWS/ I
Uu6p/
OUT ' C,7P
ROWS Ji
ROWS IN
_ I_N
�,% RAFTER RIDGE
�
�`-
�,
STIFF. (S.W.)
TYP.
T .
YP
BASE PLATE
`
OJP�
\ \-
\\ ��
�`
ALTERNATE
BOLTING
PLATE
I DESIGN MEMBER DEPTHI
—T
REV. DATE: 01/13114 REV. No. 02
HAUNCH /COLUMN CONNECTION
TOP BOLTED WELD STD.
REV. DATE: 01/13/14 REV. No. 02
BOLTED RAFTER SPLICE CONNECTIONS
WELD STD.
REV. DATE: 2123/12 REV. No. 0/
FRAME CONNECTION AT INTERIOR COLUMN
WELD STD.
REV. DATE:
2123112
TYPICAL BASE PLATE CONNECTION
BASE PLATE TO COLUMN WELD STD.
MINIMUM FILLET WELD
COLUMN (TCX—) OR (PCX—)
The Table below shows Code minimum welds forAISC & CSAM59.
If weld shown on Engineering Weld Standard oron fabrication
LANGE
PLAT GENERAL NOTES:
'
-N;71
CJP I
CJP
FLANGE CHANGE
CONNECTION SPLICE
documents are less than these, then the weld size shown below
Is to be used, based on the material thickness being joined.
AISC TABLE J2.4 &AWSD1.1 5.8
MINIMUM GMAW FILLET WELD SIZE
Minimum Size
Base Metal Thickness (T)` of Fillet Weld
In. mm In. mm
THE FILLET WELD SHALL BE CONTINUOUSL
SUBMERGED ARC WELDED ONE SIDE OF THE
WEB TO BOTH FLANGES AS ILLUSTRATED.
/-WEB PLATE THE MINIMUM FILLET WELD SIZE SHALL B
r TAKEN FROM TABLE BELOW.
TUBE OR PIPE COLUMN
T < 1/4 T<6 1/8 3
I
CJP
1/4<T<1/2—T<12 3/16 5
MIN.
----
----------
1/2 < T < 3/4 12 < T < 20 1/4 6
MINIMUM FILLET WELD SIZES (USA, CANADA & MEXICO) (AWSOI.1-TABLE 5.8)
-------------
-
I
CJP
3/4 < T 20 < T 5/16 8
FLANGE THICKNESS
i
I
l
I
I
I
RANDOM SHOP SPLICE
BASE PLATE
CJP
CJP
T - Thickness of the thinner part joined (USA, CANADA & MEXICO )
Assumes low hydrogen welding process using GMAW filler metal
class ER70-3 (B-G49A 2C G3) or SAW filler metal class F7A0-
EM13K (F49A2-FM13K).
FILLET WELD ASSEMBLY (AWS D1.1-06 Sec 5.22.1)
Gaps in parts to be Joined by fillet welds may have a
gap of < 1/16" with no adjustment In weld size.
Gaps > 1/16" but < 3/16_, fillet weld leg must be Increased
by the amount of the root opening.
Gaps > 3/16", corrective work is required to bring parts
Into acceptable contact.F9
WEB
THICKNESS
3116"
OR
LESS
114"
5116" 318" 112" 518" 314" 1., •'
111a11/4^
OVER
1I_
10GA 1/8" 118" 118" 116" 118" 118" 118" 118" 118" 1/8"
118"
aGA 118"118" 1/8" 118" 1/8" 118" 118" 118" 118" 118"
il8"
3116" 118" 1181 tl8" 1/8" 118 1/8" 118" 1/8" 3116" 3116"
3116"
114" 118 118" 118" 118" 118" 118" 116" 3116" 3/16" 3/16"
- 3116"
5116" 118" 118" 3116" 3116" 3116" 3/16" 3116" 3116" 3116" 3116"
3116"
318" 118" 118" 3116" 3/16" 3116" 3116" 3116" 3116" 3116" 3/16"
3116"
112" 118" 118" 3116" 3116" 3/16" 3116" 3116" 3116" 3/16" 3116"
3/16"
518" 1l8" 118" 3116" 3/16" 3116" 1/4" 114" 114" 114" 114"
1 114^
31a' 1181 118" 3116" 3/16" 3/16" 1/4" 114" 5/16" 5/16" 5/16"
5116"
E9
REV. DATE: 223/12 REV. No. Ot
TYPICAL BASE PLATE CONNECTION
BASE PLATE TO COLUMN WELD STD.
REV.DATE: 2/23/13 JREV.NO. 01 VARIOUS RANDOM SHOP SPLICE
SHOP SPLICE WELD STD.
FLUSH - UNSTIFFENED
REV.DATE: 2/23/12 JREV.NO. 01 GENERAL WELD REQUIREMENTS
WELD STD.
REV. DATE:
2/23112
REV.NO. 01
TYPICAL NOTES
TYPICAL SECTION THRU BUILT-UP MEMBERS
IRGAIG[7A1 A1�1TCC.
1. SEE FRAME CROSS SECTION FOR BOLTING PLATE
0 00
0 0
TOOOO
o D
TM
0
0 00
0
0
0 0
0-
THICKNESS AND NUMBER OF ROWS OUT AND IN.
-
11 12 13 14 51 52 53 54
2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" EXTENDED-UNSTIFFENED
MIN.) 0 0 O 0 0 0 0 0 0° 0 0 0 0 0 0 0 0
O O O 0 O O O O O ° O O O ° ° O O O
3. SIZE OF WELDS UNLESS NOTED ARE BASED ON ° ° o o o
MATERIAL THICKNESS
31 32 33 71 72 73
EXTENDED - STIFFENED (GUSSET)
0 0 T -T 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
41 42 43 81 82 83
Minimum bolt spacing is 3" U.N.O.
SEE "BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID
REV. DATE: 112112 REV. NO. 01 REV. DATE: 01113/14 REV. NO. 03
GENERAL NOTES BOLTED END-PLATE CONNECTION LAYOUT
/'J E jOHq
r;A-
C 85445 y
* EXP. 091301201
sj CJV14
4PF OF CA1
THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING
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 M RD50 DRAWING
MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR
REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY DESCRIPTION: BUILDER: North Valle Building Systems, Inc. J06r:
THE BUTLER MFG. ENGINEER'S SEAL DOES y g y 1601372901
NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER:DATE:
DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Chico, California Bii%LEJ9 6/28/2016
COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL 0/ DRAWN/CHECK:
TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Smuckers-Spare Parts Expansion Butler Manufacturing SCN / H.A
PAGE:
REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S POO: VPCVERSION: 2016.11) 8
VPC FILENAME: 16-013729-01
6/2812016 13:34:12 a division of BlueScope Buildings North America, Inc.
VPCFILENAME 6-0J 29-01
6/29/2016 10:25:26 a division of BlueScope BulldIngs North America, Inc.
BRACE 9 FRAME BRACE ERECTION NOTE:
LOCATION LOCATION ROOF
SECONDARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER
MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR
A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD
o" THE PURLIN WEB AND USE A SELF—DRILLER (55307) TO ATTACH
0 01
_ �–
0 0 -- 01
– –----------- --- –
FLANGE BRACE (2) 1/4-14 x 1 1/4"
(GFB-) OR (HFA-) STRUCT. SCREWS
CLP REO'0 W/ (55307)
THICK FLANGES FLANGE BRACE WILL TYPICALLY
CONNECT TO THE WEB OF THE
FRAME MEMBER.
0
ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:
RULE11- 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).
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.
04 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
RE" °""°'/°'/°° 1 "EV NO °°TYPICAL FLANGE BRACE CONNECTIONS
BR06AE CONT. PURLIN LAP SHOWN. CONT. GIRT & SIMPLE PURLIN
NN
CE
3-)
(2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
i.....\
ANNEL
ACE
DB-)
CHANNEL
PURLIN BRACE
(CPB-)(TYP.)
DETAIL BR09JG
---PURLIN---
USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE
DOES LINE UP WITH THE DOES NOT LINE UP WITH
SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB.
f. ° REQ."°'°' CHANNEL BRACE ENDING AT PURLIN WEB
BR09JG I SELF -DRILLER WITH BENT TABS BR09JH
L
011
,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
PURLIN
L(1) 1/4- X 6 1/4"
DROP PIN (097556)
(TYP. PER EACH END)
SINGLE CHANNEL PURLIN BRACE
ENDING AT PURLIN WEB LOCATION
USE (2) 1/2" GALV. HEX
NUTS (47120) LOCATE (1)
NUT EACH SIDE OF PURLIN
EAVE
STRUT
CHANNEL
PURLIN BRACE
(CPB-)(TYP.)
v EAVE PURLINS
BRACE ASSY.
PURLIN (PBA-)(TYP.)
NOTE: SEE ERECTION DRAWINGS
FOR LOCATION
FOR LOW OR HIGH EAVE LOCATIONS.
EV DAIE:II/26/12[FEY. EAVE STRUT BRACE 1M. DATE:07/01/09 RD
N°.a
BRO9K5 RR09PH
►M
0
I
PURLIN
L(1) 1/4" X 6 1/4"
DROP PIN (097556)
(TYP. PER EACH END)
SINGLE CHANNEL PURLIN BRACE
INTFRAAFr)IATF I0('ATION
NOTE:
1. SEE CHART FOR RIDGE BRACE
ROOF PITCH
RANGE
NEST AND
END
FRAME INT. FRAME
END BAY
INT. FRAME INT. FRAME
INTERIOR BAY
N/A
2,5 TO 3.49
ESH1
ASSEMBLY SELECTION.
2. NEST CHANNELS TO ACHIEVE
5" BETWEEN HOLES AND
USE DROP PINS TO SECURE.
��
(�� a • a
q
ROTATE
CHANNELS
TO ALIGN
HOLES
1 PURLIN BRACE
()
CHANNEL
0 1 0 0
(1) PURLIN BRACE 0 1 0 0
CHANNEL
ADJUST. CODES
ADJUST. CODES
SECTION
USED
SECUUREO
(2) PURLIN BRACE
1 1 0 0
GAGE
GAGE
(2) 1/4" x 6 1/4"
WITH DROP
CHANNELS
(2) PURLIN BRACE
0 ] ] 0
IGHTHS
EIGHTHS
DROP PINS (097556)
PINS
(3) PURLIN BRACE
1 1 0
CHANNELS
INCH S LENGTH
INCHES LENGTH
CHANNELS
(millimeters)
millimeters
(4) PURLIN BRACE
(4) PURLIN BRACE
FFFTj
SHAPE
CHANNELS
1 1 1
1 1 1
CHANNELS
SHAPE
DEPTH
1
TYPICAL
CLUSTER
3,r TYPICAL
CLUSTER
DPH
COUNTER
�\ CHANNEL
STANDARD NOTES:
''
STANDARD NOTES:
DEPTH SHAPE GAGE
•
�
RIDGE BRACE
ASSEMBLY �
- PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
- PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
07 = 7" Z =ZEE 11 = 0.113
DEPTH
SHAPE GAGE
(CPBR-
THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
os - 8 1/2" C =CEE 12 = 0.098
E EAVE STRUT
07 = 7'
08 = 8 1/2"
ZS = ZEE 11 = 0.113
CS =CEE 12 = 0.098
0 – DO NOT
INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.
0 – DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.
=LOW
10 = 10" 13 = 0.088
H = HIGH EAVE STRUT
a=
ES = LOW EAVE STRUT 13 0.0138
RIO�E
11 = 11 1/2" 14 = 0.079
11 101' 1/2„
HS HIGH EAVE STRUT 14 0.0779
- INSTALL
PURLIN BRACES AT THIS CLUSTER LOCATION.
-INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.
15 = 0.073
=
BB =BACK TO BACK CEE
SEE SECONDARY
ROOF DRAWING FOR BRACE REQUIREMENTS.
SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.
16 = a.o6e
FB =FACE To BACK cEE 15 = 0.073
PURLIN
17 = 0.060
FF = FACE TO FACE CEE 16 = 0.068
- INSTALL PURLIN
BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
- INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
17 = 0.060
- 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 GIVEN BAY,
Rev. DATcoT/at/o9 REV NO °°
CHANNEL
RIDGE BRACE ASSEMBLY
REV. DATE;°'/°'/°'. "°.°°
PURLIN BRACE CLUSTER LOCATION
REV. DATE:07/01/09 REv. No.00
PURLIN BRACE CLUSTER LOCATION
REV. DATE; 07/01/09 REV. No. °o SECONDARY PART MARK NUMBER
°ATE:D7/DI/o9 REV, N0.00
SPECIAL SECONDARY PART MARK KEY
PR09PK
SINGLE
BRACE AT SYMMETRICAL RIDGE
BR09RY
END BAY CHANNEL LOCATION
BR09RZ
INTERIOR BAY CHANNEL LOCATION
EN51B1 COMMON GENERATED MARK NUMBERS
EN5162
COMMON GENERATED MARK NUMBERS
N
CO1-1
2 5/8"
KY. °"7E07/°'/°° K" NO.001 PURLIN AND GIRT SIZES
EN53F 1 8 1/2" 216mm
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.
VPC FEENAME 16-013729.01
RAKE BEAM
RS02T1
WELDED CLIP CONNECTION
ALT. CONNECTION
BOLTED CLIP CONNECTION
ALT. CONNECTION
PURLIN CONNECTION TO END FRAME
CONTINUOUS PURLINS
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.
N DTE:
EAP2 PLATE
ONLY REO'D.
WHEN CALLED
OUT ON FRAME
CROSS SECTION
SHIM PLATE
(SEE CHART)
PLATE
(EAP2) —
SI DEWALL
OR SOLDIER
COLUMN—
9
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
BOLT EAVE STRUT AND
EAP2 PLATE TO FRAME W/
"6 ql (6) 112- X 2"
A325 BOLT (097280)
'1'-0" .AT 7' & 8 1/2- OUTSET
SFS l 1'-3" AT 10" do 11 1/2" OUTSET
LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS.
IE•D'/29/15 REv. No.'2 EAVE STRUT W/ ATTACHMENT PLATE
RS12PF END FRAME
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.
EAVE
STRU"
r
0",
L '1'-0' AT 7" & 8 1/2' OUTSET
1'-3" AT 10' & 11 1/2" OUTSET
LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR
UTC -03/29/15 I REV. N0. 01 EAVE STRUT CONNECTION
RS12PH AT END FRAME
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE 1 By I DESCRIPTION:
DRAAM4G SCALE: NTS
608=16 SEDSh-t 132458
LATE
PART
NUMBER
N/A
ESH1
ESH2
ESH3
ROOF BEAM
;097280)
ROOF SECONDARY SED'S
BUILDER:
North Valley Building Systems, Inc.
CUSTOMER:
DATE
LOCATION
Chico, California
PROJECT:
Smuckers-Spare Parts Expansion
BUILDER'S POt
JOB t.
1601372901
DATE
BUTLER
6/28/2016
DRAWWCHECK:
Butler Manufacturing
vrC VERSION: 2016.1b
SCN / HA
PAGE
9
e dvisioo of BlueScope Bulldgr North Arrerlea, Inc.
VPC FILENAME: 16-01272941
VPC FILENAME: 16413729-01 6129/2016 10:25:30 a division of BlueScope Buildings Nath America, Inc.
6/29/2016 10:25:31 a dNlslon of BlueScope Buildings Noith Amedes, Inc.
VPC FILENAME: 16-01772401
BRACE ¢ FRAME BRACE ROOF
LOCATION I LOCATION —1I SECONDARY
T I MENDER
p.. ..0.1
0 2, C
- ------------- --- -
FLANGE BRACE
(GFB-) OR (HFB-)
CLIP REO'D W/
DEPTH
FLANGE BRACE REQUIREMENTS:
07 = 7
08 = 8 1/2"
RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
THICK FLANGES
FLANGE BRACE WILL TYPICALLY
11 = 11 1/2"
CROSS SECTION IS NOT ACCOMPANIED BY (2).
14 = 0.079
RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
CONNECT TO THE WEB OF THE
WHEN PART MARK IS ACCOMPANIED BY (2).
15 = 0.073
RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
0
FRAME MEMBER.
17 - 0.060
RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
ALTERNATE CONNECTKNJS
DEPTH
FLANGE BRACE REQUIREMENTS:
07 = 7
08 = 8 1/2"
RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
10 = 10"
RULEj2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON
11 = 11 1/2"
CROSS SECTION IS NOT ACCOMPANIED BY (2).
14 = 0.079
RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
WHEN PART MARK IS ACCOMPANIED BY (2).
15 = 0.073
RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
16 - 0.068
CENTER OF THE BUILDING.
17 - 0.060
RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
SIDE OF THE FRAME WEB.
10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP,
OUTSET
REV, DATE 07/01/09 1 REV. N0. 00
TYPICAL FLANGE BRACE CONNECTIONS
REV. DOTE: 07/01/09 REV. N0. 00
CART
BR06AE
CONT, PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
EN51B1
8 1/2- GIRT CLIP (GC5)
10" GIRT CLIP (GCE-)
MAY BE SHOP
WELDED (GC2 OR GCB-)
�V
1
GARS
$,No
COLUMN
ZEE GIRT SHOWN
CEE GIRT SIMILAR
8 1/2" & 10' INSET GIRT
REV. DATE: 06/28/10 1 REV. NO. 01 GIRT CONN. AT COLUMN
WSO 1 H2 INSET GIRTS
HEADER TO
CUP (PG1)
DOOR HEADER
A
I I
EQUAL 3" EQUAL
I I
I p (T
I I
I I OPENING
I I HEIGHT
1 I
SECTION A—A
WS20F9
SINGLE JAMB
l"1 I/c A307 THIN
HEAD BOLT (096636)
& NUT (095032)
HEADER TO JAMB
ANY HEADER, ANY SINGLE JAMB
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.
WCFLENPME: 16-013729-01
ADJUST. CODES
GAGE
IlmeterS
SHAPE GAGE DEPTH
Z = ZEE 11 = 0.113 07 = 7"
C = CEE 12 = 0.098
E = LOW EAVE STRUT 13 = 0.088 D8 = 8 1/2
H - HIGH EAVE STRUT 10 = 10"
14 = 0.079 11 = 11 1/2"
15 = 0.073
16 = 0.068
17 = 0.060
SECONDARY PART MARK NUMBER
COMMON GENERATED MARK NUMBERS
1,A[5Lr UIKI LUr
(GC19E/R) AT 7" & 10" CART (RIGHT SHOWN)
(GC18-) AT 8 1/2" GIRT
(GC20-) AT 11 1/2" GIRT
'AKE
IEAM
)ATE 07n'^3 FEV NO.01 GABLE GIRT CONN. TO RAKE BEAM
WSO4E2 INSET GIRTS
GIRT CLIP
(BDLTED) (WELDED)
CORNER COLUMN (PGI) (GCI) AT 7" GIRT
(PG1) (GC1) AT 8 1/2" GIRT
ENDWALL (GCD_) (GCA_) AT 10" GIRT
GIRTS (GCD_) (GCA_) AT 11 1/2" GIRT
EN51B2
I II II
SECTION A—A
V. DATE:11/30/15 I REV. NC
WS20B2
ENDWALL
GIRT-\
ADJUST. CODES
GAGE
INCHESI LENGTH
CC -CT millimeters
SHAPE
GAGE
ZS=ZEE
11 =0.113
CS = CEE
12 = 0.098
ES = LOW EAVE STRUT
13 - 0.088
HS = HIGH EAVE STRUT
14 = 0.079
BB = BACK TO BACK CEE
FB = FACE TO BACK CEE
15 = 0.073
FF = FACE TO FACE CEE
16 - 0.068
17 - 0.060
ERECTION DRAWING PART MARK
C
P
R
1W1B3
BAY NUMBER
CANOPY (C)/PARTITION(P)/
ROOF(R)/WALL(W) NUMBER
BUILDING SHAPE
THE BAY/BUNDLE CODE IDENTIFIES
THE BUILDING CANOPY/PARTITION/
ROOF/WALL PLANE AND BAY
1 REV. DAILIJI/31/13 REV. NO. 01
SPECIAL SECONDARY PART MARK KEY SECONDARY BUNDLE LOCATION KEY
COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS
OPTION SECOND CEE ON A DOUBLE
FOR FUS UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4" JAMB HELD BACK 6' FROM
E
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"
DIAMETER HOLES IN ZEE GIRT
TO ATTACH JAMB (2) 1/2' X 1 1/2-
A325 BOLT (49080) A
e
JAMB, SINGLE, D
OR DOUBLE
DOUBLE JAMB
f�f VT JAMB BASE CONNECTION
SEE ATIpN CLIP (PGI)
a�lO�eCT1�N ® HEAD BOLT (096636)
\�
1/2- ANCHOR & NUT (095032)
' A RODS WTH
A307 THIN DOUBLE ONNECTIONB HARDENED WASHER � � PE�I�G 1 1/4"
.T (096636) JAMB, g" r '� I- J
95032) SINGLEMAX r _
OR DOUBLE a
I� w
JAMB CAN BE 1 1/2" DEEPER CONCRETE FSNR I
THAN THE JAMB SUPPORT GIRT. AT 24" O.C. 1 p0
(ONLY EXCEPTION: 11 1/ ( ) BASE MEMBER 2" JAMB BY BUILDER 1 'J
CAN BE USED W/ 8 1/2' GIRT) L 1
ALIGN JAMB AND GIRT AT BL. JAMB CAN BEI 1/2' DEEPER w
P01 CLIP = 3 3/4' AT 7% 8 1/2% 10" GIRTS THAN THE JAMB SUPPORT GIRT SECTION A—A
ALIGN JAMB AND GIRT AT BL.
PGV1067 CLIP - 4 3/4" AT 11 1/2' GIRTS
J JAMB TO GIRT M. DATE07/01/09 REV. NO 0011 JAMB BASE ATTACHMENT
SINGLE OR DOUBLE JAMB, ANY ZEE GIRT WS20B8 SINGLE OR DOUBLE JAMB
GIRT CLIP
(BOLTED)(WELDED)
CORNER COLUMN (GC5) (GC2) AT 8 1/2" GIRT
(GCE-) (GCB_) AT 10" GIRT
6 FRAME
N FRAME
GIRT CLIP
GIRT CLIP (BOLTED)(WELDED)
(BOLTED)(WELDED) ( •.. )(GC64_) AT 7" GIRT GIRT FILLER ANGLE
( *t+) (GC64-) AT 7" GIRT GIRT FILLER ANGLE (GC34_)(GC65-) AT 8 1/2" GIRT (GFA_) W/ (3) 55307
(GC34_)(GC65_) AT 8 1/2" GIRT (GFA-) W/ (4) 55307 (GC62_)(GC66_) AT 10" GIRT
(GC62_)(GC66_) AT 10" GIRT (GC63_)(GC67_) AT 11 1/2' GIRT
(GC63_)(GC67_) AT 11 1/2" GIRT :**
SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT
••• - SEE DETAIL WSR002 FOR BOLTED CLIP TO 7" GIRT
8 1/2" & 10" INSET SW GIRTS
.V DATE09/10/1;5 REV. N0. 00 GIRT CONN. AT CORNER COLUMN REV. DATE09/10/13 REV N0. 00 GIRT CONN. AT CORNER COLUMN
WSR001 INSET GIRT AT EW, ANY OUTSET GIRT AT SW WSR004 ANY INSET GIRT AT EW, INSET 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
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.
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
1640 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY: DESCRIPTION:
DRAWING SCALE: NTS
628=16 SEDShee1 1325:05
41!
LI
2 1/2"
REV. DATE: 07/01/09 I REV. N0.00
EN53F1
N
m
PURLIN AND GIRT SIZES
8 1/2" 216mm
GIRT TO
JAMB DEPTH
7• 8 1/2" 10" 11 1/2"
JAMB CLIP
=
7"
JTG3 JTG6
D-
1
JTG1 JTG5 JTG7
0
INSET
10"
JTG4 JTG2
11 1/2"
1 1 1 1 JTG2
SIDEWALL
OUTSET
CART
SIDEWALL GIRT
<�
N 1IA
6
6 FRAME
N FRAME
GIRT CLIP
GIRT CLIP (BOLTED)(WELDED)
(BOLTED)(WELDED) ( •.. )(GC64_) AT 7" GIRT GIRT FILLER ANGLE
( *t+) (GC64-) AT 7" GIRT GIRT FILLER ANGLE (GC34_)(GC65-) AT 8 1/2" GIRT (GFA_) W/ (3) 55307
(GC34_)(GC65_) AT 8 1/2" GIRT (GFA-) W/ (4) 55307 (GC62_)(GC66_) AT 10" GIRT
(GC62_)(GC66_) AT 10" GIRT (GC63_)(GC67_) AT 11 1/2' GIRT
(GC63_)(GC67_) AT 11 1/2" GIRT :**
SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT
••• - SEE DETAIL WSR002 FOR BOLTED CLIP TO 7" GIRT
8 1/2" & 10" INSET SW GIRTS
.V DATE09/10/1;5 REV. N0. 00 GIRT CONN. AT CORNER COLUMN REV. DATE09/10/13 REV N0. 00 GIRT CONN. AT CORNER COLUMN
WSR001 INSET GIRT AT EW, ANY OUTSET GIRT AT SW WSR004 ANY INSET GIRT AT EW, INSET 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
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.
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
1640 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY: DESCRIPTION:
DRAWING SCALE: NTS
628=16 SEDShee1 1325:05
41!
LI
2 1/2"
REV. DATE: 07/01/09 I REV. N0.00
EN53F1
N
m
PURLIN AND GIRT SIZES
8 1/2" 216mm
GIRT TO
JAMB DEPTH
7• 8 1/2" 10" 11 1/2"
JAMB CLIP
=
7"
JTG3 JTG6
D-
8 1/2"
JTG1 JTG5 JTG7
0
10"
JTG4 JTG2
11 1/2"
1 1 1 1 JTG2
(2) 1/2" X 1 1/2"
A325 BOLT (49080)
DIM. A
O
Ip
1
Ulm. A
3 1/4" AT 7", 8 1/2", 10" JAMB
6 1/4" AT 11 1/2' JAMB
WS20F2
WALL SECONDARY SED'S
BUILDER:
North Valley Building Systems, Inc.
CUSTOMER:
LOCATION:
Chico, California
PROJECT:
Smuckers-Spare Parts Expansion
BUILDER'S PO#:
A
SINGLE JAMB
A
(2) 1/2" A307 THIN
!® HEAD BOLT (096636)
& NUT (095032)
GIRT CLIP
(SEE CHART)
\--ZEE GIRT SHOWN
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/ B 1/2' GIRT)
ALIGN JAMB AND GIRT AT BL,
GIRT TO JAMB
SINGLE JAMB
N C 85445
*
EXP, 0 1301201 �v
\sr CIVIL P�
(f
b
JOB
1601372901
DATE:
BUTLER 6/28/2016
- DRAIMJ/CHECK:
Butler Manufacturing PAGGEE / H.A
VPC VERSION: 2016,1b 14
a dNision of BlueScope Buildings North AmHcA Inc.
X
Q
tHRESHOLC
TACTILE EXIT SiGN
BUILDING INTERIOR
INTERN, ATICNAL SYMBOL O
OF ACCESSIBILITY SIGN
_J
DOOR LAUDING AREA TO BE
SMOOTH HARD SURFACE
CONCRETE OR A.G. PAVING)
WiTH MAXIMUM SLOPE NOT
MORE THAN 114" PER FOOT
DETAIL
6" BLACK LETTERS ON
WHITE BACKGROUND
EXIT DOOM MCIIJIFWIE ITS
I. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY, SFECIAL KNOWLEDGE CR EFFORT.
2. DOOR HARDWARE SHALL CCNFORN' TO CBC SECTION 1008.1?
AND BE MOUNTED BETWEEN 34" + 44" ABOVE THE FtN15WED
FLOOR DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER
TYPE HARDWARE CONFORMING TO GBG 119-404].1 AND NOT
REQU!R!NG TiGHT GRASPING, P!NGH!NG OR TWISTING OF THE WR15T
TO OPERATE.
3. THE BOTTOM 10" CF ALL DOORS SHALL HAVE A SMOOTH
UNiNTERzZUPTED 51.1R'°ACE TO ALLOW THE DOOR TO BE OFENED
8Y A WHEELCHAIR FCOTRE5T WiTHOUT CATCHING OR CREATING
A HAZARa0U5 CONDITION. CBG II5-404.2.10.
A. THE MAXIMUM EFFORT REQUIRED TO OVEN DOORS (OTHER THAN
FIRE DOOR5) SHALL NOT EXCEED 5 LBS. GBG Ila -4042.e
5. EXIT SIGNS SHALL BE INSTALLED AT ALL EXIT 0001;a11AY5 45
REOWRED BY CBC SECTION 1011.0. 5!GNS 5HALL HE READILY
VI5IBLE FRC'1 ANY DIRECTION CF EGRE55 TRAVEL.
6. ALL GRADE LEVEL EXIT DOOR5 SUALL BE IDENTIFIED ON THE
INSIDE W'!TH TACTILE EXIT S!GNAGE FOR GRADE LEVEL EXITS
WITHOUT RAMP OR STAIRWAY CCUFORMING TO GBG SECTION
ICI13. SIGNS 5HALL BE MOUNTED BETWEEN 4g" AND 60" AFF.
SIGN MARKING SHALL CONFORM TO CBC 1II5-103.3, ITEM I.
1. ALL ACGES5!5LE ENTRANCES 5HALL 15E ICENTIF!ED AT THE
EXTERIOR WITH AND INTERNATIONAL 5YI'150L OF ACCESSIBILITY
SIGN CONFORMING TO CBC SECTION I5-103,11,1. SIGN 5HALL BE
POSTED ADJACENT TO THE DOOR AT 60" ABOVE THE WALKING
5URPACE.
6 ' MAX, �1
3'X 2't
rn - PLYWOOD SIGN
2X12 FRAME > IX FIRMLY IN PLACE WITH IX2X24"
/ �5T4KE5 AT BOTH SIDES
NOT MORE THAN 6' O.G.
FOR FULL PERIMETER
\iO MIL VISQUEEN LINER
WITH EDGES LAPPED 12"
i SEALED
Ix2x24" STAKES EA SIDE OF FRAME
D TAiL
2X12 FRAME HELD FIRMLY IN PLACE WiTH
IX2X24" 5TAKE5 AT BOTH SIDES NOT
MORE THAN 6' O.G. FOR FULL PERIMETER
/10 MIL V15QUEEN LINER WITH
EDGES LAPPED 12" t SEALED
SOIL LOSS t STORMWATER POLLUTION PREVENTION
1. NO SOIL DISTURBANCE 5HALL OCCUR PRIOR TO OBTAINING A
BUILDING OR GRADING PERMIT.
2, PARTY RE5PCN515LE FCR IMPLEMENTATION OF 6T0R''1WATER AND
EROSION CONTROL FEATURES 5HALL BE:
NORTH VALLEY BU!LD!NG 5Y5TE'`1S
CONTACT: BRET WOOD
30 5EVILLE GOURT
CHICO, CA 95A28
PHONE: C530J345-"1296
3. EROSION CONTROL MEASURES 5HALL BE IN PLACE BETWEEN
OCTOBER 15 AND APRIL 15 AND WHENEVER R4!N 15 FORECAST FOR
THE PROJECT VICINITY,
4. GONSTRUGTION 5HALL BE SCHEDULED AND EXECUTED IN A MANNER
THAT LIMITS BOTH SOiL EROSION AND PCTENTIAL STORM WATER
POLLUTION AS REQUIRED BY THE CALIFORNIA GREEN BUILDING
CODES STANDARD SECTION 5.ICra.
5.. MEASURES NOTED 5HALL BE IMPLEMENTED TO CONFORM WITH THE
'BEST MANAGEMENT PRACTICES' (BMP'S) OUTLINED IN THE CALIFORNIA
STCR'!"' WATER QUALITY ASSOCIATION HANDBOCK, NOVEMBER 2009
EDITION,
6. ANY SOiL TRACKED FROM THE SITE INTO THE PUBLIC 5TREET SHALL
BE CLEANED UP AT THE END OF EACH WORK DAY.
1. INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE SOIL
5TCCKPILE5 5HALL BE COVERED PRIOR TO ANY FORECAST RAiN
EVENT.
8. EROSION CONTROL MEASURES SHALL BE MAINTAINED FOR THE
DURAT ION OF CC45TRUCTION OR UNTIL ALL EXPOSED SOIL 15
COVERED WiTH PAVING, VEGETATION OR OTHER FiNiSH SURFACING AS
SHOWN ON THE PLANS.
e. WASHING OF CONCRETE EQUIPMENT AND TOOLS AT ANY LOCATION
OTHER THAN THE DE51GNATED WA5H-OUT SHOWN ON THE PLANS 15 A
VIOLATION OF LAW AND SUBJECT TO FINE,
DUiLDIWG DATA - 2013 CSC
OCCUPANCY GROUP:
EXISTING BUILDING:
MAIN OCCUPANCYs Sl (WAREHOUSE)
ACCESSORY OCCUPANCY: B (ONCE)
PROPOSED ADDITIONS: 81 (WAREHOUSE)
TYPE OF CONSTRUCTION:
EXISTING BUILDING: VB WiTH SPRINKLERS
FT OPOSED ADDITIONS: VB WITH SPRiNI<LER5
LOCATION ON PROPERTY (AFTER ADDITIONS)
NORTH: 60' TO PL
EAST: 60'1 EXISTING BUILDING
SOUTH: 120't TO EXISTING BUILDING
WEST: 180't TO EXISTING BUILDING
FLOOR Ai EA:
EXISTING WILDiNG: 25,300 OF.
PROPOSED ADDITION 01: 3)690 SF.
PROPOSED ADDITION +'2: ir100 OF.
TOTAL- 30390 OF.
ALLOWABLE AFMA:
At • 9,000 OF.
If • 0.15
Is ■ 2.0
Aa ■ S)0004(0.15 X 9000) + (2D X 9000) ■ 33,150 OF.
HEIGHT (EXISTING BLDG) 30.8' MEAN ROOF - 33.4' MAX
ALLOWABLE HEiG-HT ■ 40'
NUMBER OF STORIES:
PROPOSED : SiNGLE STORY
ALLOWABLE : TWO STORY
OCCUPANTS:
EXISTING BUILDING:
PRODUCT STORAGE AREA: 45 OCCUPANTS
PARTS STORAGE AREA: it
THAWING: 8
TOTAL- 64 OCCUPANTS
EXiT REQUIREMENTS (ENCLOSED AREA ONLY)
BUILDING WiLL BE DIVIDED INTO THREE CZIMFILETELY
SEPARATE, NON -Cali AREAS FOR EXITING.
PRODUCT STORAGE AREA:
I -EXIT REQUIRED
2 EXiTS PROVIDED.
PARTS STOPAG?E AREA:
1 -EXIT I�GIUIREp
1 EXiT fr'ZOViDED.
THAWING:
1 -EXIT PEQUIFED
BUILDING IS OPEN FOR EXITING ON TWO SiDES
EXIT TRAVEL DISTANCE:
MAXIMUM PROPOSED: 212'
ALLOWABLE: 250'
LIGHT GAUGE STEEL FRAMING
I. ALL LIGHT GAUGE STEEL STUD5, JOISTS AND TRACK SHALL BE GALVANIZED
OR PAINTED SHAPES MADE FROM STEEL CCNFOR''ING TO A5TM 4443. GRADE A
WITH A MINIMUM YIELD POiNT OF 33,000 P51. 5HAPE5 AND SIZES NOTED ON
THESE PLANS ARE STANDARD SHAPES AS LISTED iN THE STEEL STUD
MANUFACTURER'S 455CCiATICN CATALOG AND LC.C. REPORT ESR NO. 3064=.
2. COMPONENTS USED FOR SECONDARY FRAMING IN THE PRE-ENGINEERED STEEL
BUILDING SHALL BE STANDARD COMPONENTS AS MANUFACTURED BY BUTLER
MANUFACTURING CO"1PANY,
3, ALL FRAMING DETAILS FOR NON-BEARING, NON-STRUCTURAL PARTITIONS SHALL
AS 5HOW'N1 IN ESR 3064P USiNG 5CREWED CONNECTIONS UNLESS SHOWN OTHERWISE
ON THESE PLANS.
4. ALL STUD WALLS SUALL HAVE CONTINUOUS TCP AND BOTTOM TRACKS OF 74!CK-
NE55 MATCHING STUDS UNLE55 NOTED OTHERWISE. TOP TRACKS SHALL BE
SPLICED WiTH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPP'
=D
1" ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3-'10 X I" SCREWS
THROUGH EACH FLANGE OF EACH PIECE OR AS SHOWN ON THE PLAN5.
5. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH
0.14"c X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE.
6. CONNECTIONS C= LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY
MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS.
WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SPALL BE MADE AS
NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING
MAN'UFACTURER'S SPECIFICATIONS AND APPROPRIATE ICG REPORT.
STUD TO TRACK:: 1 - "10 SCREW EACH FLANGE
J015T TO TRACK: 2 - 010 SCREWS TO WALL TOP TRACK (I THROUGH CLOSURE:
TRACK) AND I SCREW TO TOP FLANGE OF CLOSURE T RACK
BRIDGING TO JOISTS: I - •10 SCREW AT EACH CROSSING
BRACING TO STUDS: i - 010 SCREW AT EACH GR055!NG
�. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS
AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND
THE LAST COMPONENT.
8. SCREW TNREAD5 FOR EACH SIZE SCREW SHALL BE 45 FOLLCW5 UNLE55
SPECIFICALLY NOTED OTHERWISE:
=r3 SCREIU,S -18 THREADS PER INCH
"10 SCREWS 15 THREADS PER INCH
012, •14 t I/4 SCREWS - 14 THREADS PER INCH
9.SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD
SCREWS UNLE55 HEADS MAY INTEFZ--ERE WITH INSTALLATION OF FIN15H
SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. 5CREW5 USED. TO F45TEN
PLYWOOD SHALL BE WAFER HEAD SCREWS.
10. MINIMUM SCREW SPACING AND EDGE DISTANCE 5NALL BE 45 FOLLOW5:
"8 - 1/2" MINIMUM
010 t 012 - 3/4" MINIMU'-1
014 1 1/4 - I" MINIMUM
11. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS:
SHALL BE DRIVEN 50 THAT THE THINNER METAL IS FIRST PENETRATED.
12. ALL BOLTS AND ANCHOR ROD SHALL BE AS FOLLOW:
HiGH STRENGTH BOLTS (HISB) . ASTM A325, TYPE N 'A 8T3Im
SECCNDARY BOLTING (HEX BOLTS) - A5TM A36 (GRADE 2)
ANCHOR BOLTS s TIE ROD - ASTM FI554 (GRADE 3Y
AUG 08 2016
DEVELOPMENT
SERVICES
�) [ -11 -2`-5
SPECIAL INSPECTIONS
1. REQUIRED 5PEC!AL fNSPEC7I0N5 SHALL BE PERFORMED BY AN
INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 11 OF THE CBC AND
LOCAL BUILDING DEPARTMENT REQUiREI`1ENTS.
2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND
APPROVED BY THE ENGINEER
3, SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBMITTED TO THE
BUILDING DEPARTMENT WITH THE PERMIT APPLICATION. THE SPECIAL
INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT
PRIOR TO BEGINNING CONST RUCTION.
4, ALL INSPECTOR'5 HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE
J055ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS.
5. COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED WITH THE LOCAL
BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS
SHALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS 5HALL
NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT,
Co. UPON COMPLETICN OF: THE PROJECT, THE INSPECTOR SMALL SUBMIT A
FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING
SPECIAL INSPECTION WAS, TO THE 5E5T OF THE INSPECTOR'S
KNOWLEDGE, PER50R""ED iN CONFORMANCE TO THE APPROVED PLANS
AND 5=EGIFICATIONS AND THE APPLICABLE WORKMANSHIP
PROVISIONS CF THE CBG AND/CR ICG REPORT,
1. SPECIAL INSPECTION 15 REQUIRED FOR THE FOLLOWING ITEMS AND
PROCEDURES AS NOTED.
HiGH STRENGTH BOLTING:
A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN OF
THE NUT" METHOD SPECIFIED IN THE NINTH EDITION OF THE RISC
"SPECIFICATION FOR STRUCTURAL JOINTS USiNG A5TM 4325 OR
A490 BOLTS". PERIODIC MONITORING OF BOLT TIGHTENING 15
ACCEPTABLE WHEN USING "TURN C+= THE NUT" METHOD.
B. INSPECTOR SHALL VERIFY THAT ALL BOLTS AND WASHERS
CONFORM WiTH THE REQUIRED SPECIFICATION.
C. INSPECTOR SHALL VERIFY THAT THE MEMBERS TO BE CONNECTED
ARE PROPERLY ALIGNED PRIOR TO TIGHTENING.
D. TESTER 5HALL OBSERVE THE CALIBRATION PROCEDURES WHEN
REQUIRED BY THE A5TI"1 SPECIFICATION (A325 OR 4490) AND
MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL
PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER.
GRADING AND FOUNDATIONS:
ALL EARTHWORK AND FOOTING EXCAVATIONS SHALL BE INSPECTED BY A
REPRESENTATIVE OF STREAMLINE ENGINEERING AS RECOMMENDED BY THE
SOILS REPORT FOR THIS PROJECT
CONCRETE:
NOTE: SPECIAL INSPECTION OF CONCRETE 15 ONLY REQUIRED FOR
CONCRETE FOOTINGS AND SLAB IN ADDITION 02 (SPARE PARTS
STORAGE). FOOTINGS FOR ADDITION 01 (THAW AREA) CONSIST OF ISOLATED
SPREAD FOOTINGS FOR BUILDINGS 3 STORIES OR LESS ABOVE GRADE
FULLY SUPPORTED ON EARTH OR ROCK AND EXCEPTION 01 TO CBC
SECTION 1105.3 APPLIES,
A. INSPECTOR SHALL PER!ODICALLY INSPECT REINFORCING IN
EXCAVATIONS AND FORMS PRIOR TO PLACEMENT OF CONCRETE.
INSPECTOR 6HALL VERIFY BAR SiZE, NUMBER, PLACEMENT AND GRADE
FOR CONFORMANCE WITH APPROVED PLANS,
B. INSPECTOR 5HALL VERIFY THE USE OF THE REQUIRED DESIGN MIX.
C. INSPECTOR PERIODICALLY OBSERVE PLACING C= CONCRETE AND
MAINTAIN A PLACING RECORD INCLUDING DATE, TIME AND PORTIONS
OF CONSTRUCTION PLACED.
D. INS=ECTCR SHALL MONITOR TAKING OF TEST SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP AND DETER^''INE THE TEMPERATURE
OF THE CONCRETE. 5AMPLES FOR STRENGTH TE5TS,SHALL BE TAKEN
AS REQUIRED BY ACI 318: 5.6.
SOIL 4 FOUNDATIONN, NOTES
1, PROJECT DESIGN 15 BASED ON "5011-5 INVESTIGATION REPORT FOR
51'-T'JCKERS SPROUTING WAREHOUSE" BY STREAMLINE ENGINEERING
DATED MAY 20, 2016.
2. ALL EXCAVATION AND EMBANKMENT SHALL BE IN CONFOR^:ANCE WITH
THE EARTHWORK RECOMMENDATIONS IN THE ABOVE REPORT AND BE
DIRECTED BY THE SOILS ENGINEER
3. SOIL DESIGN VALUES USED FOR THIS PROJECT ARE AS FOLLOW:
BEARING CAPACITY: 1500 PSF FOR DEAD 4. LIVE LOAD
LATERAL BEARING: 100 PCF
33%. INCREASE ALLOWED FOR SHORT DURATION LOADS
4. ALL FOOTINGS, UNLESS NOTED OTHERWISE SHALL BE SET AT LEAST 18"
BELOW ADJACENT FINISHED GRADE.
5, FOOTING EXCAVATION5 SHALL BE INSPECTED AND APPROVED BY A
REPRESENTATIVE OF STREAMLINE ENGINEERING PRIOR TO THE PLACING
OF CONCRETE.
CONCRETE NOTES
1. CONCRETE 5HALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX
PROPERLY PROPORTIONED AND DELIVERED TO THE SITE iN
READY-MiX TRUCKS. AGGREGATE SIZE 5HALL BE A MAXIMUM OF 1-1/2"
IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP 5H4LL
NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL
EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELLING.
2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL
AGGREGATES 5HALL CONFOFZ`1 TO ASTM STANDARD C-33.
3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE 5HALL
HAVE A MINIMUM 28 -DAY COMPRE551VE STRENGTH OF 3000 P51. AND
SHALL NOT CONTAIN LESS THAN 5 1/2 SACKS OF CEMENT PER CUBiC
YARD,
4. REINFORCING BAR SiZES 04 AND SMALLER SHALL SHALL BE GRADE 40
(FY=40,000 FSI). ;BARS 05 AND LARGER 5HALL BE GRADE 60
(FY:60,000 P51). ALL REINFORCING SHALL CONFORM TO A5TM
5T46NDARD A-615'EXCEPT WHERE REBAR 15 TO BE WELDED WHERE
REINFCRCING CONFORMING TO ASTM A106 SHALL BE USED.
5. REINFORCING MAY BE WELDED ONLY AS SHOWN ON THE5E PLANS.
TACK WELDING TO HOLD FOR AL!GN^1ENT SHALL NOT BE ALLOWED
UNLESS 4; --PROVED BY THE ENGINEER. PREHEAT ALL 01 AND LARD -ER
BAR PER AWS D14-92, PREHEAT NOT REQUIRED FOR BAR SiZES •6 AND
S!`9ALLER.
6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES.
SPLICES IN C-ONTINUOL15 REINFORCEMENT FOR BAR SiZES =3 THROUGH "4,
5HALL LAP 32 BAR DfAMETERS, OR AS NOTED ON THE PLANS. BAR
SIZES 05 AND LARGER 5HALL LAP 40 BAR DIAMETERS/
1, UNLESS SHOWN OTHER'W15E, THE I`11N!"1'UM CONCRETE COVER FOR
REINFORCING SHALL BE 1 1/2" EXCEPT WHEN CONCRETE 15 TO BE
PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3"
8. ALL ANCHOR BOLTS SPALL CONFORM WITH ASTM A -F1554, 36 K51 UNLE55
OTHERWISE NOTED.
DOOR
j
Q 0
X
Q
tHRESHOLC
TACTILE EXIT SiGN
BUILDING INTERIOR
INTERN, ATICNAL SYMBOL O
OF ACCESSIBILITY SIGN
_J
DOOR LAUDING AREA TO BE
SMOOTH HARD SURFACE
CONCRETE OR A.G. PAVING)
WiTH MAXIMUM SLOPE NOT
MORE THAN 114" PER FOOT
DETAIL
6" BLACK LETTERS ON
WHITE BACKGROUND
EXIT DOOM MCIIJIFWIE ITS
I. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY, SFECIAL KNOWLEDGE CR EFFORT.
2. DOOR HARDWARE SHALL CCNFORN' TO CBC SECTION 1008.1?
AND BE MOUNTED BETWEEN 34" + 44" ABOVE THE FtN15WED
FLOOR DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER
TYPE HARDWARE CONFORMING TO GBG 119-404].1 AND NOT
REQU!R!NG TiGHT GRASPING, P!NGH!NG OR TWISTING OF THE WR15T
TO OPERATE.
3. THE BOTTOM 10" CF ALL DOORS SHALL HAVE A SMOOTH
UNiNTERzZUPTED 51.1R'°ACE TO ALLOW THE DOOR TO BE OFENED
8Y A WHEELCHAIR FCOTRE5T WiTHOUT CATCHING OR CREATING
A HAZARa0U5 CONDITION. CBG II5-404.2.10.
A. THE MAXIMUM EFFORT REQUIRED TO OVEN DOORS (OTHER THAN
FIRE DOOR5) SHALL NOT EXCEED 5 LBS. GBG Ila -4042.e
5. EXIT SIGNS SHALL BE INSTALLED AT ALL EXIT 0001;a11AY5 45
REOWRED BY CBC SECTION 1011.0. 5!GNS 5HALL HE READILY
VI5IBLE FRC'1 ANY DIRECTION CF EGRE55 TRAVEL.
6. ALL GRADE LEVEL EXIT DOOR5 SUALL BE IDENTIFIED ON THE
INSIDE W'!TH TACTILE EXIT S!GNAGE FOR GRADE LEVEL EXITS
WITHOUT RAMP OR STAIRWAY CCUFORMING TO GBG SECTION
ICI13. SIGNS 5HALL BE MOUNTED BETWEEN 4g" AND 60" AFF.
SIGN MARKING SHALL CONFORM TO CBC 1II5-103.3, ITEM I.
1. ALL ACGES5!5LE ENTRANCES 5HALL 15E ICENTIF!ED AT THE
EXTERIOR WITH AND INTERNATIONAL 5YI'150L OF ACCESSIBILITY
SIGN CONFORMING TO CBC SECTION I5-103,11,1. SIGN 5HALL BE
POSTED ADJACENT TO THE DOOR AT 60" ABOVE THE WALKING
5URPACE.
6 ' MAX, �1
3'X 2't
rn - PLYWOOD SIGN
2X12 FRAME > IX FIRMLY IN PLACE WITH IX2X24"
/ �5T4KE5 AT BOTH SIDES
NOT MORE THAN 6' O.G.
FOR FULL PERIMETER
\iO MIL VISQUEEN LINER
WITH EDGES LAPPED 12"
i SEALED
Ix2x24" STAKES EA SIDE OF FRAME
D TAiL
2X12 FRAME HELD FIRMLY IN PLACE WiTH
IX2X24" 5TAKE5 AT BOTH SIDES NOT
MORE THAN 6' O.G. FOR FULL PERIMETER
/10 MIL V15QUEEN LINER WITH
EDGES LAPPED 12" t SEALED
SOIL LOSS t STORMWATER POLLUTION PREVENTION
1. NO SOIL DISTURBANCE 5HALL OCCUR PRIOR TO OBTAINING A
BUILDING OR GRADING PERMIT.
2, PARTY RE5PCN515LE FCR IMPLEMENTATION OF 6T0R''1WATER AND
EROSION CONTROL FEATURES 5HALL BE:
NORTH VALLEY BU!LD!NG 5Y5TE'`1S
CONTACT: BRET WOOD
30 5EVILLE GOURT
CHICO, CA 95A28
PHONE: C530J345-"1296
3. EROSION CONTROL MEASURES 5HALL BE IN PLACE BETWEEN
OCTOBER 15 AND APRIL 15 AND WHENEVER R4!N 15 FORECAST FOR
THE PROJECT VICINITY,
4. GONSTRUGTION 5HALL BE SCHEDULED AND EXECUTED IN A MANNER
THAT LIMITS BOTH SOiL EROSION AND PCTENTIAL STORM WATER
POLLUTION AS REQUIRED BY THE CALIFORNIA GREEN BUILDING
CODES STANDARD SECTION 5.ICra.
5.. MEASURES NOTED 5HALL BE IMPLEMENTED TO CONFORM WITH THE
'BEST MANAGEMENT PRACTICES' (BMP'S) OUTLINED IN THE CALIFORNIA
STCR'!"' WATER QUALITY ASSOCIATION HANDBOCK, NOVEMBER 2009
EDITION,
6. ANY SOiL TRACKED FROM THE SITE INTO THE PUBLIC 5TREET SHALL
BE CLEANED UP AT THE END OF EACH WORK DAY.
1. INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE SOIL
5TCCKPILE5 5HALL BE COVERED PRIOR TO ANY FORECAST RAiN
EVENT.
8. EROSION CONTROL MEASURES SHALL BE MAINTAINED FOR THE
DURAT ION OF CC45TRUCTION OR UNTIL ALL EXPOSED SOIL 15
COVERED WiTH PAVING, VEGETATION OR OTHER FiNiSH SURFACING AS
SHOWN ON THE PLANS.
e. WASHING OF CONCRETE EQUIPMENT AND TOOLS AT ANY LOCATION
OTHER THAN THE DE51GNATED WA5H-OUT SHOWN ON THE PLANS 15 A
VIOLATION OF LAW AND SUBJECT TO FINE,
DUiLDIWG DATA - 2013 CSC
OCCUPANCY GROUP:
EXISTING BUILDING:
MAIN OCCUPANCYs Sl (WAREHOUSE)
ACCESSORY OCCUPANCY: B (ONCE)
PROPOSED ADDITIONS: 81 (WAREHOUSE)
TYPE OF CONSTRUCTION:
EXISTING BUILDING: VB WiTH SPRINKLERS
FT OPOSED ADDITIONS: VB WITH SPRiNI<LER5
LOCATION ON PROPERTY (AFTER ADDITIONS)
NORTH: 60' TO PL
EAST: 60'1 EXISTING BUILDING
SOUTH: 120't TO EXISTING BUILDING
WEST: 180't TO EXISTING BUILDING
FLOOR Ai EA:
EXISTING WILDiNG: 25,300 OF.
PROPOSED ADDITION 01: 3)690 SF.
PROPOSED ADDITION +'2: ir100 OF.
TOTAL- 30390 OF.
ALLOWABLE AFMA:
At • 9,000 OF.
If • 0.15
Is ■ 2.0
Aa ■ S)0004(0.15 X 9000) + (2D X 9000) ■ 33,150 OF.
HEIGHT (EXISTING BLDG) 30.8' MEAN ROOF - 33.4' MAX
ALLOWABLE HEiG-HT ■ 40'
NUMBER OF STORIES:
PROPOSED : SiNGLE STORY
ALLOWABLE : TWO STORY
OCCUPANTS:
EXISTING BUILDING:
PRODUCT STORAGE AREA: 45 OCCUPANTS
PARTS STORAGE AREA: it
THAWING: 8
TOTAL- 64 OCCUPANTS
EXiT REQUIREMENTS (ENCLOSED AREA ONLY)
BUILDING WiLL BE DIVIDED INTO THREE CZIMFILETELY
SEPARATE, NON -Cali AREAS FOR EXITING.
PRODUCT STORAGE AREA:
I -EXIT REQUIRED
2 EXiTS PROVIDED.
PARTS STOPAG?E AREA:
1 -EXIT I�GIUIREp
1 EXiT fr'ZOViDED.
THAWING:
1 -EXIT PEQUIFED
BUILDING IS OPEN FOR EXITING ON TWO SiDES
EXIT TRAVEL DISTANCE:
MAXIMUM PROPOSED: 212'
ALLOWABLE: 250'
LIGHT GAUGE STEEL FRAMING
I. ALL LIGHT GAUGE STEEL STUD5, JOISTS AND TRACK SHALL BE GALVANIZED
OR PAINTED SHAPES MADE FROM STEEL CCNFOR''ING TO A5TM 4443. GRADE A
WITH A MINIMUM YIELD POiNT OF 33,000 P51. 5HAPE5 AND SIZES NOTED ON
THESE PLANS ARE STANDARD SHAPES AS LISTED iN THE STEEL STUD
MANUFACTURER'S 455CCiATICN CATALOG AND LC.C. REPORT ESR NO. 3064=.
2. COMPONENTS USED FOR SECONDARY FRAMING IN THE PRE-ENGINEERED STEEL
BUILDING SHALL BE STANDARD COMPONENTS AS MANUFACTURED BY BUTLER
MANUFACTURING CO"1PANY,
3, ALL FRAMING DETAILS FOR NON-BEARING, NON-STRUCTURAL PARTITIONS SHALL
AS 5HOW'N1 IN ESR 3064P USiNG 5CREWED CONNECTIONS UNLESS SHOWN OTHERWISE
ON THESE PLANS.
4. ALL STUD WALLS SUALL HAVE CONTINUOUS TCP AND BOTTOM TRACKS OF 74!CK-
NE55 MATCHING STUDS UNLE55 NOTED OTHERWISE. TOP TRACKS SHALL BE
SPLICED WiTH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPP'
=D
1" ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3-'10 X I" SCREWS
THROUGH EACH FLANGE OF EACH PIECE OR AS SHOWN ON THE PLAN5.
5. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH
0.14"c X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE.
6. CONNECTIONS C= LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY
MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS.
WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SPALL BE MADE AS
NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING
MAN'UFACTURER'S SPECIFICATIONS AND APPROPRIATE ICG REPORT.
STUD TO TRACK:: 1 - "10 SCREW EACH FLANGE
J015T TO TRACK: 2 - 010 SCREWS TO WALL TOP TRACK (I THROUGH CLOSURE:
TRACK) AND I SCREW TO TOP FLANGE OF CLOSURE T RACK
BRIDGING TO JOISTS: I - •10 SCREW AT EACH CROSSING
BRACING TO STUDS: i - 010 SCREW AT EACH GR055!NG
�. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS
AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND
THE LAST COMPONENT.
8. SCREW TNREAD5 FOR EACH SIZE SCREW SHALL BE 45 FOLLCW5 UNLE55
SPECIFICALLY NOTED OTHERWISE:
=r3 SCREIU,S -18 THREADS PER INCH
"10 SCREWS 15 THREADS PER INCH
012, •14 t I/4 SCREWS - 14 THREADS PER INCH
9.SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD
SCREWS UNLE55 HEADS MAY INTEFZ--ERE WITH INSTALLATION OF FIN15H
SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. 5CREW5 USED. TO F45TEN
PLYWOOD SHALL BE WAFER HEAD SCREWS.
10. MINIMUM SCREW SPACING AND EDGE DISTANCE 5NALL BE 45 FOLLOW5:
"8 - 1/2" MINIMUM
010 t 012 - 3/4" MINIMU'-1
014 1 1/4 - I" MINIMUM
11. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS:
SHALL BE DRIVEN 50 THAT THE THINNER METAL IS FIRST PENETRATED.
12. ALL BOLTS AND ANCHOR ROD SHALL BE AS FOLLOW:
HiGH STRENGTH BOLTS (HISB) . ASTM A325, TYPE N 'A 8T3Im
SECCNDARY BOLTING (HEX BOLTS) - A5TM A36 (GRADE 2)
ANCHOR BOLTS s TIE ROD - ASTM FI554 (GRADE 3Y
AUG 08 2016
DEVELOPMENT
SERVICES
�) [ -11 -2`-5
SPECIAL INSPECTIONS
1. REQUIRED 5PEC!AL fNSPEC7I0N5 SHALL BE PERFORMED BY AN
INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 11 OF THE CBC AND
LOCAL BUILDING DEPARTMENT REQUiREI`1ENTS.
2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND
APPROVED BY THE ENGINEER
3, SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBMITTED TO THE
BUILDING DEPARTMENT WITH THE PERMIT APPLICATION. THE SPECIAL
INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT
PRIOR TO BEGINNING CONST RUCTION.
4, ALL INSPECTOR'5 HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE
J055ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS.
5. COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED WITH THE LOCAL
BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS
SHALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS 5HALL
NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT,
Co. UPON COMPLETICN OF: THE PROJECT, THE INSPECTOR SMALL SUBMIT A
FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING
SPECIAL INSPECTION WAS, TO THE 5E5T OF THE INSPECTOR'S
KNOWLEDGE, PER50R""ED iN CONFORMANCE TO THE APPROVED PLANS
AND 5=EGIFICATIONS AND THE APPLICABLE WORKMANSHIP
PROVISIONS CF THE CBG AND/CR ICG REPORT,
1. SPECIAL INSPECTION 15 REQUIRED FOR THE FOLLOWING ITEMS AND
PROCEDURES AS NOTED.
HiGH STRENGTH BOLTING:
A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN OF
THE NUT" METHOD SPECIFIED IN THE NINTH EDITION OF THE RISC
"SPECIFICATION FOR STRUCTURAL JOINTS USiNG A5TM 4325 OR
A490 BOLTS". PERIODIC MONITORING OF BOLT TIGHTENING 15
ACCEPTABLE WHEN USING "TURN C+= THE NUT" METHOD.
B. INSPECTOR SHALL VERIFY THAT ALL BOLTS AND WASHERS
CONFORM WiTH THE REQUIRED SPECIFICATION.
C. INSPECTOR SHALL VERIFY THAT THE MEMBERS TO BE CONNECTED
ARE PROPERLY ALIGNED PRIOR TO TIGHTENING.
D. TESTER 5HALL OBSERVE THE CALIBRATION PROCEDURES WHEN
REQUIRED BY THE A5TI"1 SPECIFICATION (A325 OR 4490) AND
MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL
PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER.
GRADING AND FOUNDATIONS:
ALL EARTHWORK AND FOOTING EXCAVATIONS SHALL BE INSPECTED BY A
REPRESENTATIVE OF STREAMLINE ENGINEERING AS RECOMMENDED BY THE
SOILS REPORT FOR THIS PROJECT
CONCRETE:
NOTE: SPECIAL INSPECTION OF CONCRETE 15 ONLY REQUIRED FOR
CONCRETE FOOTINGS AND SLAB IN ADDITION 02 (SPARE PARTS
STORAGE). FOOTINGS FOR ADDITION 01 (THAW AREA) CONSIST OF ISOLATED
SPREAD FOOTINGS FOR BUILDINGS 3 STORIES OR LESS ABOVE GRADE
FULLY SUPPORTED ON EARTH OR ROCK AND EXCEPTION 01 TO CBC
SECTION 1105.3 APPLIES,
A. INSPECTOR SHALL PER!ODICALLY INSPECT REINFORCING IN
EXCAVATIONS AND FORMS PRIOR TO PLACEMENT OF CONCRETE.
INSPECTOR 6HALL VERIFY BAR SiZE, NUMBER, PLACEMENT AND GRADE
FOR CONFORMANCE WITH APPROVED PLANS,
B. INSPECTOR 5HALL VERIFY THE USE OF THE REQUIRED DESIGN MIX.
C. INSPECTOR PERIODICALLY OBSERVE PLACING C= CONCRETE AND
MAINTAIN A PLACING RECORD INCLUDING DATE, TIME AND PORTIONS
OF CONSTRUCTION PLACED.
D. INS=ECTCR SHALL MONITOR TAKING OF TEST SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP AND DETER^''INE THE TEMPERATURE
OF THE CONCRETE. 5AMPLES FOR STRENGTH TE5TS,SHALL BE TAKEN
AS REQUIRED BY ACI 318: 5.6.
SOIL 4 FOUNDATIONN, NOTES
1, PROJECT DESIGN 15 BASED ON "5011-5 INVESTIGATION REPORT FOR
51'-T'JCKERS SPROUTING WAREHOUSE" BY STREAMLINE ENGINEERING
DATED MAY 20, 2016.
2. ALL EXCAVATION AND EMBANKMENT SHALL BE IN CONFOR^:ANCE WITH
THE EARTHWORK RECOMMENDATIONS IN THE ABOVE REPORT AND BE
DIRECTED BY THE SOILS ENGINEER
3. SOIL DESIGN VALUES USED FOR THIS PROJECT ARE AS FOLLOW:
BEARING CAPACITY: 1500 PSF FOR DEAD 4. LIVE LOAD
LATERAL BEARING: 100 PCF
33%. INCREASE ALLOWED FOR SHORT DURATION LOADS
4. ALL FOOTINGS, UNLESS NOTED OTHERWISE SHALL BE SET AT LEAST 18"
BELOW ADJACENT FINISHED GRADE.
5, FOOTING EXCAVATION5 SHALL BE INSPECTED AND APPROVED BY A
REPRESENTATIVE OF STREAMLINE ENGINEERING PRIOR TO THE PLACING
OF CONCRETE.
CONCRETE NOTES
1. CONCRETE 5HALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX
PROPERLY PROPORTIONED AND DELIVERED TO THE SITE iN
READY-MiX TRUCKS. AGGREGATE SIZE 5HALL BE A MAXIMUM OF 1-1/2"
IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP 5H4LL
NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL
EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELLING.
2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL
AGGREGATES 5HALL CONFOFZ`1 TO ASTM STANDARD C-33.
3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE 5HALL
HAVE A MINIMUM 28 -DAY COMPRE551VE STRENGTH OF 3000 P51. AND
SHALL NOT CONTAIN LESS THAN 5 1/2 SACKS OF CEMENT PER CUBiC
YARD,
4. REINFORCING BAR SiZES 04 AND SMALLER SHALL SHALL BE GRADE 40
(FY=40,000 FSI). ;BARS 05 AND LARGER 5HALL BE GRADE 60
(FY:60,000 P51). ALL REINFORCING SHALL CONFORM TO A5TM
5T46NDARD A-615'EXCEPT WHERE REBAR 15 TO BE WELDED WHERE
REINFCRCING CONFORMING TO ASTM A106 SHALL BE USED.
5. REINFORCING MAY BE WELDED ONLY AS SHOWN ON THE5E PLANS.
TACK WELDING TO HOLD FOR AL!GN^1ENT SHALL NOT BE ALLOWED
UNLESS 4; --PROVED BY THE ENGINEER. PREHEAT ALL 01 AND LARD -ER
BAR PER AWS D14-92, PREHEAT NOT REQUIRED FOR BAR SiZES •6 AND
S!`9ALLER.
6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES.
SPLICES IN C-ONTINUOL15 REINFORCEMENT FOR BAR SiZES =3 THROUGH "4,
5HALL LAP 32 BAR DfAMETERS, OR AS NOTED ON THE PLANS. BAR
SIZES 05 AND LARGER 5HALL LAP 40 BAR DIAMETERS/
1, UNLESS SHOWN OTHER'W15E, THE I`11N!"1'UM CONCRETE COVER FOR
REINFORCING SHALL BE 1 1/2" EXCEPT WHEN CONCRETE 15 TO BE
PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3"
8. ALL ANCHOR BOLTS SPALL CONFORM WITH ASTM A -F1554, 36 K51 UNLE55
OTHERWISE NOTED.
VIVICINITYMAP..6v NO 6CALIE
THE INTENT OF THIS PROJECT 15 TO CONSTRUCT TWO ADDITIONS TO AN EXISTING
GOLD-5TORAGE WAREHOUSE, BOTH ADDITIONS WILL CONSIST OF A
PRE-ENGINEERED. 3j4PREFABRICATED STEEL BUILDING ON SITE -BUILT CONCRETE
FOUNDATIONS.
ADDITION Of WiLL CONSIST OF A SO' X 41' ROOF -ONLY STRUCTURE IMMEDIATELY
ADJACENT TO THE SOUTH SIDE OF THE EXISTING BUILDING. THE CONSTRUCTION
AREA 15 CURRENTLY PAVED AND THE EXISTING PAVING WILL ONLY BE REMOVED
WHERE REQUIRED TO FORM FOOTINGS FOR THE NEW ADDITION.
ADDITION 02 WILL CON515T CF A 20' X '10' LENGTH ADDITION TO THE EXISTING
BUILDING. THE BUILDING AREA 15 GURRENTLY PAVED, AND THIS PAVING WILL BE
REMOVED TO CONSTRUCT NEW FOUNDATIONS AND A NEW FLOOR SLAB FOR THE
BUILDING, THE AREA 15 TO BE USED FOR THE STORAGE OF SPARE PARTS FOR
FACTORY EQUIPMENT.
GENERAL NOTES
1. ENGINEERING DESIGN LOADS
ROOF LIVE LOAD: f~i1NMUM5 PER CBC TABLE 1601A.1
WIND LOADING BASED ON: 110 MPH/EXPOSURE "C"
6E15!` -1!C DESIGN:
51TE CATEGORY: D
R15K CATEGORY: II
Se = 61% 51 = 21%
5DS C534 5D1 = 0.3348
SDC "D"
SFR5: 5C"1F/SCBE
Ce ■ 0,1524/0.1642
ANALYSES BY EQUIVALENT LATERAL FORCE METHOD
2, CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE
CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING:
2013 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2
2013 CALIFORNIA STATE ELECTRICAL CODE,TiTLE 24, PART 3
2013 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4
2013 CALIFORNIA STATE PLUM5ING CODE, TITLE 24, PART 5
20!3 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6
2013 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9
2013 CALIFORNIA STATE GREEN BUILDING CODE STANDARDS, TITLE 24, PART 11
3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO GBG AND
M5114 REQUIREMENT5. MANUFACTURER 544LL PROVIDE SHOP DRAWINGS
AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT.
4, EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH
RESPECT TO ADJOINING WCRG. ANY CONFLICTS SHALL BE REPORTED
TO THE ENGINEER PRIOR TO THE BEGINNING Cr- WORK.
5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE
DESIGN ON THE BUILDING COMPONENTS AND FEATURES SHOWN AND
SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED 45 THE
SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT.
0EFER9RCED SUBMITTALS
THERE WILL BE NO DEFERRED 5U5MITTAL6 FOR TH!5 PROJECT
PROJECT LOCATION: PROJECT OWNER:
31 SPEEDWAY AVE. SMUCKER NATURAL FOODS, INC.
CHICO, CA 95928 P.O. BOX 369
CHICO, CA 95921
iNDEX Or= DRA INCSS
CO NOTES
C1 SITE PLAN
C2 PAIS<11G PLAN
Al FLOOR PLAN
A2 ELEVATIONS
A3 SECTIONS It. DETAILS
81 FOUNDATION PLAN
GI GRI EEN CODE
El ELECTRiCAL PLAN
E24 TITLE 24 DOCUMENTATION
SEE ALSO PLANS eY OTHERS:
A. PLANS F3Y UUTLER MANUFACTURING COMPANY
FOR JOE55 NO 16-013105 CAPD 01), SHEETS 1-25,
AND NO. 16-013129 (ADD 02), SHEETS 1-14.
a. FIRE SPRINKLER PLANS MY FOOTHILL FIRE
PROTECTION FOR "SMUCKERS COLD STORAGE
ADDITIONS"
{
7
n
.
""
"
a+.r +x , ;.,{, -naw • -
o�,
�A
PROJECT SITE
h,
T�.
VIVICINITYMAP..6v NO 6CALIE
THE INTENT OF THIS PROJECT 15 TO CONSTRUCT TWO ADDITIONS TO AN EXISTING
GOLD-5TORAGE WAREHOUSE, BOTH ADDITIONS WILL CONSIST OF A
PRE-ENGINEERED. 3j4PREFABRICATED STEEL BUILDING ON SITE -BUILT CONCRETE
FOUNDATIONS.
ADDITION Of WiLL CONSIST OF A SO' X 41' ROOF -ONLY STRUCTURE IMMEDIATELY
ADJACENT TO THE SOUTH SIDE OF THE EXISTING BUILDING. THE CONSTRUCTION
AREA 15 CURRENTLY PAVED AND THE EXISTING PAVING WILL ONLY BE REMOVED
WHERE REQUIRED TO FORM FOOTINGS FOR THE NEW ADDITION.
ADDITION 02 WILL CON515T CF A 20' X '10' LENGTH ADDITION TO THE EXISTING
BUILDING. THE BUILDING AREA 15 GURRENTLY PAVED, AND THIS PAVING WILL BE
REMOVED TO CONSTRUCT NEW FOUNDATIONS AND A NEW FLOOR SLAB FOR THE
BUILDING, THE AREA 15 TO BE USED FOR THE STORAGE OF SPARE PARTS FOR
FACTORY EQUIPMENT.
GENERAL NOTES
1. ENGINEERING DESIGN LOADS
ROOF LIVE LOAD: f~i1NMUM5 PER CBC TABLE 1601A.1
WIND LOADING BASED ON: 110 MPH/EXPOSURE "C"
6E15!` -1!C DESIGN:
51TE CATEGORY: D
R15K CATEGORY: II
Se = 61% 51 = 21%
5DS C534 5D1 = 0.3348
SDC "D"
SFR5: 5C"1F/SCBE
Ce ■ 0,1524/0.1642
ANALYSES BY EQUIVALENT LATERAL FORCE METHOD
2, CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE
CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING:
2013 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2
2013 CALIFORNIA STATE ELECTRICAL CODE,TiTLE 24, PART 3
2013 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4
2013 CALIFORNIA STATE PLUM5ING CODE, TITLE 24, PART 5
20!3 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6
2013 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9
2013 CALIFORNIA STATE GREEN BUILDING CODE STANDARDS, TITLE 24, PART 11
3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO GBG AND
M5114 REQUIREMENT5. MANUFACTURER 544LL PROVIDE SHOP DRAWINGS
AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT.
4, EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH
RESPECT TO ADJOINING WCRG. ANY CONFLICTS SHALL BE REPORTED
TO THE ENGINEER PRIOR TO THE BEGINNING Cr- WORK.
5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE
DESIGN ON THE BUILDING COMPONENTS AND FEATURES SHOWN AND
SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED 45 THE
SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT.
0EFER9RCED SUBMITTALS
THERE WILL BE NO DEFERRED 5U5MITTAL6 FOR TH!5 PROJECT
PROJECT LOCATION: PROJECT OWNER:
31 SPEEDWAY AVE. SMUCKER NATURAL FOODS, INC.
CHICO, CA 95928 P.O. BOX 369
CHICO, CA 95921
iNDEX Or= DRA INCSS
CO NOTES
C1 SITE PLAN
C2 PAIS<11G PLAN
Al FLOOR PLAN
A2 ELEVATIONS
A3 SECTIONS It. DETAILS
81 FOUNDATION PLAN
GI GRI EEN CODE
El ELECTRiCAL PLAN
E24 TITLE 24 DOCUMENTATION
SEE ALSO PLANS eY OTHERS:
A. PLANS F3Y UUTLER MANUFACTURING COMPANY
FOR JOE55 NO 16-013105 CAPD 01), SHEETS 1-25,
AND NO. 16-013129 (ADD 02), SHEETS 1-14.
a. FIRE SPRINKLER PLANS MY FOOTHILL FIRE
PROTECTION FOR "SMUCKERS COLD STORAGE
ADDITIONS"
ALL WELDS TO BE GROUND SMOOTH PRIOR TO PAINTING
ELEVATION 13 RAMP TO REMAIN
(E)
ALL WELDS TO BE GROUND 5"00 71W PRIOR TO PAINTING
12
HANDRAIL ONLY PREFABRICATED 11/2"0 STEEL
RECUIRED WHERE PIPE WANDRAIL A55E1"IBLY
ADJOINING BUILDING EACW SIDE OF RAMP.
EXISTING `..
GUARD AT
LOADING DOC<`� m II
TO REMAIN
_ _J 1
X
ELI`VATIOI C
L, WIDTH AS SHOWN
(\
UPPER WANDRAIL
TERMINATION AT
BUILDING SIDE
EXTEND PANDRAIL
/AROUND OPEN
SIDES CF LANDING
1/
DIRECTION
YELLOW GLUE -DOWN MAT WITW
TRAVEL TRUNCATED DC",ES CONFOR"1fNG
C 115-105.1.!.1 INSTALL PER
W MANUFAGTURER'5 S-ECIFICATIONS
ON EX15TING PAVING
..................
. IST
ELEVATION D-
Kre
top dbmete_ r of
0.45-0.47
11.4 mm -11.9 mm
base diameter of
0.9-0.92
22.9 mm -23.4 mm
SITE DETAIL: 1--"=40I
0.18-0.22
4.6 mm -5.6 mm
(a)
elevation
(enlarged)
2.3-2.4
58-61 ,
0.65 min2.3-2.4
0 a -{ --- -*k ,— 5&61 -
16.5
0 0 0;--G,
0
�OO
(b)
plan
05"T IIS.
PROJECT COMPLIANCE WITH GBG 118-202.4
IT IS TWE INTENT OF TWE PROPOSED WORK TWAT BOTH TWE PROPCSED NEW
CONSTRUCTION AND ALL PORTIONS CF TWE EXISTING BUILDINGS AND FACILITIES
REOUIFZED 3Y CBC 11B-202.4 BE MACE AGCE551BLE. TW05E FEATURES TO BE
REVISED OR ADDED INCLUDE TWE TWE FOLLOWING FEATURES:
1) PRIMARY ENTRANCE d PATW CF TRAVEL: EXISTING MAIN ENTRANCE AND NEW ENTRANCE TO TWE
PROPOSED AD DITION5 ARE TO BE FULL`' ACCESSIBLE.
2) TOILET FACILITIES: ACCE55!5LE TOILET FACILITIES FOR EACW SEX ARE TC EE
GCNSTR'JCTED AS 5WC':N CN THESE FLANS,
3) THERE ARE NO DRIN<ING FCJNTA!N5 EITWER EXISTING OR FRC=05ED.
5) T WERE ARE NO PUELIC TELEFWCNES EITWER EXISTING CR PROPOSED.
m
✓"
1 . A
EXIBTM' PARKlts
'. I APACE 11 AGGE°�31BLE)
COLD STC At '`
aG Y ADD 2 NEW BPACEB
AGrJIT1GjN ": - FPARE
COLD aTC)I'`ACz %
x �, � � � � �, sG� � Si� •fJf � ////
PARKING REQUIREMENTS
Building
AREA
USE
PARKING REQ
SQ. FT./SPACE
REQUIRED SPACES
WAREHOUSE & SHIPPING
160650
Warehouse
2000
80.3
COLD STORAGE
RAMP
EXISTING
23,500
Warehouse
2000
11.8
ADDITION #1
3,690
Warehouse
2000
1.8
ADDITION #2
1,400
Warehouse
2000
0.7
WASTEWATER CONTROL
2,400
MANUFACTURING (LIGHT)
1000
2.4
MANUFACTURING BUILDING
OFFICE
2100
OFFICE
300
7.0
OFFICE
6250
OFFICE
300
20.8
PACKAGING MATERIALS
38496
WAREHOUSE
2000
19.2
MANUFACTURING
21894
MANUFACTURING (LIGHT)
1000
21.9
GLASS STORAGE
21900
WAREHOUSE
2000
11.0
REMODELED WAREHOUSE
EXISTING WAREHOUSE
12300
WAREHOUSE
2000
6.2
OFFICE
466
OFFICE
300
1.6
SPROUTING BUILDING
WAREHOUSE
14560
WAREHOUSE
2000
7.3
UTILITY
780
WAREHOUSE
2000
0.4
MANUFACTURING
16700
MANUFACTURING (LIGHT)
1000
16.7
E7c(BTMG PAleKMGtij�4=h. C.
22 6"ACES ,, E.XISTiN!s MIC(Cl-!^ € d wig=
(I ACCESSIBLE) G?
Ju
4 SL41r^-PING (E)
GUTTE CO. A" 040-310-093-000GLA513
✓ ! /f
I �I WASTEWATER
CONTROL BLDG >
C2 >a E�XISTWS PAR<M
�- � tit„ z•''e / *'� ;.� O } .:�. w' fi���� �� 2112 V AM1.�F.�
�` �'L`M'.�
00 l 1
\.../ l8 ACCP 8i
Do
! I 1 I l I _� PXISTMG MICYCLE.
t'r4" .. x a s ^, r/ / / . I / / ,/ �"'� �. �� RACK
\
n."Y
12 M elf?
ACE5
t + F
CXISTs PARKN5
7tCE '
33&PAGEB S.=
(2 ACCE8IBLE) r
\
Li
.'.R
- >,•...h : -:. rc.., . S ... �Ya ..�, . .:: ;..., Y ., •.. ... : '1f<JI'-7r� �7w ,iltit
,. ..:•, a x ,. is / / / / 1 / / s
,. .. <.. ,.,•.,... � 9 :. . �; ;. r.... ' ,::�♦ Y ':..� .xv,.,. ;.,..:,xr. ,.�+.. _ /. is c�.,.,;.t.,
/ I /� rY-T i' �' ��.t
ROUTING / : �..,y"P t
j s r I BUILDING
CADING MATEF'iALB ".
wAIOL ,Lo D NG w iGE
k.
/DOCK /FA-
1
Lrr..: �. ..... ,r,.,..
-- -`-- -- - -- -- 1e82�. It�k!!Illlil(I!lii
EXISTING 10ARK14
I � ACGI~881BLE)
bPACES
EXISTMG PARIGMG
BUILDINGS UNDER SPAM
CES 0,6 0
ANUFACTURING BUILDING
• ..
CONSTRUCTION BY (I 11 ACCE98181-E) a ac
SEPARATE FERi"'i1T
CONTRACTOR TO FiELD VERIFY ALL NOTED SIGNS AND PAVEMENT
MARKINGS. PROVIDE NEW SiGNS AND MARKiNCsS WHERE MISSING,
REPAIR OR REPLACE EXISTING WHEN DAMAGED, FADED OR
OTHERWISE NON-CONFOfRMMG. 12"
ACCESS!51 E PARKING SPACE IDENTIFICATION SIGN
!
PER CBC IIB -502.6 MCUNTED AT EC" ABOVE FG SEE G�
ii
ACCESSIBLE FARKiNG SPACE IDENTIFICATION SiGN PER CBC '+�-----�
IIB -502.6 MOUNTED AT SC" ABOVE FG WITP 'VAN ACCESSIBLE" SIGN
MOUNTED It`, 1ED!AtEL*i' BELOW THE LUP=_ELCI-44!R 6yI"150L. SEE
G2
SIGN CCNFCR7`1ING WiTN CBC 115502.8 STATING "UNAUTHORIZED
VEP!CLE5 ... MAY BE TOWED AT OL.LNER'S EXPENSE.... SEE
C?
� 36"X36" WI-tiTE INTERNATIONAL S'Y'MBOL CF ACCESStBiLITY ON 50UARE
BLUE BACKGROUND. CBC II5-502.6.4.
\ PAVEMENT SURFACE MARKING - BLUE BORDER WITµ BLUE OR PARKING
L14TE NATCP AT 36" O.C. CBC IiB-503.3.3 ON LY
PAVEMENT SURFACE MARKING - FAINT 'NO PARKING' IN 12" PIGN
WPITE LETTERS. CBC II5-503.3
VAN
�a
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING
PLACARDS OR SPECIAL
LICENSE PLATES ISSUED FOR
PERSONS WITH DISABILITIES
WILL BE TOWED AWAY AT
OWNER'S EXPENSE. TOWED
VEHICLES MAY BE RECLAIMED
AT
OR BY TELEPHONING
BLANK SPACES TO BE FILLED IN
WIT14 APPROPRIATE INFCR'"tATION
AS PERMANENT PART C= SIGN.
DETAIL. �+
t� Ci
�AC;C;t551BLt J C
MINIMUM
FINE $250
0
DIETAIL 13
12"
SIDEWALK (E)
ll_
3" 04!TEPARKING
LETTERS ONLY
3" LO -41 TE
LETTERS
REPLECTORIZED
SIGNS WITH
WHITE MA?�fGfNG _ MINIMUM REPLECTCRIZED
ON BLUE SiGNS WIT"
BACKGROUND FINE $250 < LL141TE MARKING
145 SE IOWN. ON BLUE
PACKGROUND
O
f-
DETAIL. C
C2
TOTAL REQUIRED SPACES: `^ 209
Fr,0V10ED VEHICLE PARKMG,;
ACCl=881151-1= PA Y SPACE8 TO ME 1i RTMD,
ALJTOM051LE ACCESSIBLE 8PACE8: 3
VAN ACCE88115LE AUTOMOIBILE SPACES: 4
OTFER PA1Rfcws &PACES: 203
TOTAL s ■ 210 6PAG'E S
PROVIDED 151CrCLE PAR<WS., 14 erAr ES
,RAt'^F
f— 5!DEW4LK (E)
1
/!I/ i J55 tY
4
�L lI T
EXISTING PAVING WITS 2% MAXiM� SC
' IM OPE -
9.C' 5.0 e.0 I 5.c'10,
9.0'
I
DE'TAIL
DETAIL
EXISTING PAVING WI -r"
+
EXISTING BUILDING'`'.
a+G.Nuv�.a+a.�ress. r.nous.:•..vWwY-v*>•+..Y.oc%avc+wM.art'+MiLeaai�ssaM:�.•Yawu.-,,.w.rwJ
ROC=
LINE OF
BUILDING
- -I--tel
o;
!
NO Pr;'q r I
DETAIL �
EXISTING FAV'NG UJI71
2% MAX!^tUM SLOPE
P.C.G. PARKING
C1
BUMPERS. TYPICAL
w4ERE SuCWN CEJ
RAMP
TOTAL REQUIRED SPACES: `^ 209
Fr,0V10ED VEHICLE PARKMG,;
ACCl=881151-1= PA Y SPACE8 TO ME 1i RTMD,
ALJTOM051LE ACCESSIBLE 8PACE8: 3
VAN ACCE88115LE AUTOMOIBILE SPACES: 4
OTFER PA1Rfcws &PACES: 203
TOTAL s ■ 210 6PAG'E S
PROVIDED 151CrCLE PAR<WS., 14 erAr ES
,RAt'^F
f— 5!DEW4LK (E)
1
/!I/ i J55 tY
4
�L lI T
EXISTING PAVING WITS 2% MAXiM� SC
' IM OPE -
9.C' 5.0 e.0 I 5.c'10,
9.0'
I
DE'TAIL
DETAIL
EXISTING PAVING WI -r"
+
EXISTING BUILDING'`'.
a+G.Nuv�.a+a.�ress. r.nous.:•..vWwY-v*>•+..Y.oc%avc+wM.art'+MiLeaai�ssaM:�.•Yawu.-,,.w.rwJ
ROC=
LINE OF
BUILDING
- -I--tel
o;
!
NO Pr;'q r I
DETAIL �
EXISTING FAV'NG UJI71
2% MAX!^tUM SLOPE
22'"Off 18 -O", 2G O. 261.0'1
rrszrr�/rirrrrrrlr11rr itsirwtr� r1yrxYirrrr-"Ire'rxrrrrrzrir7r,rrrrtrrrnra", f �:rrrarztfYrrrzrszr'rrmsrrXtrzarrrfzrrznsrXn/ /
0, FRm TRANSLUCENT ROOF
1 nl PANELS (TOTAL OF 2) / / ; / / /� ,,` /✓' /,f / i r / / / r/ / / /,
ErIT PATI -4 -OF TRAVEL 'I F/ '/ /r / f % / r EEL UTL
6NIGH CONCRETE E STr
,✓ , .t LENTTN 2!2' F L N RAlm L
P `
4 � / / I
Q. r f/ /• / //; ,,''� / '� ' / / !f /` , ✓ r' 15' " AFF:' /
✓
<1 CURB AT ROOM
"
l / /
� / ,
�PERIMETER (E)
CONCRETE
i r - � O � / % / / , / ✓`rr / SLAB-ON-CsRADE � % ,%� � // j �/ / /r /, �; / � / / ; /!( �
/FLOOR (E) / / / �' ,/ , ,✓✓ % / / / // / ; / r
ILI
v
Req%:013
o
1
0
J
wti
3
o
u, �' �7 PARTS STOi�,4Cs l )
�n �� / D tY A //Lu
m
i O lwy
LL Q ✓/ i
(� Z CONCRETE
3010 / p � U SLAB -ON -GRADE �
- - - - (E)� Z -Z FLOOR (E)
IL
Xx
j7- 1
c XN Oo
utLLz /
a"
I1 �
ly
C-4
IL' X 12' fzu. I "r ^
co
3 a A3 �EFRICxER�4TION
EbUIFMENT
O /
X- / r
INSTALL NEW 3010
DOOR IN EXISTING WALL
NATURAL VENTILATION OF PARTS STORAGE SPACE o
ENCLOSED SPACES ARE PROVIDED WITI-{ NATURAL VENTILATION
45 REQUIRED BY CBC SECTION 12034.1.
ENCLOSED AREA EA, UNIT = 4,2005F.
REQUIRED OPENABLE AREA C.04 X 4200 SF. = 168 S- -
PROVIDED C!= --ENABLE AREA:
16 IA X 12 a 168 SF. (R.U. DOOR)
I EA 3 X'1 = 21 SF. (MAN DOORS)
3 EA I X 8 X 50% = 12 SF. (ROOF VENTS)
TOTAL = 2015P. PROVIDED
0
0
0
KEY:
ILLUMINATED EXIT SIGN PER CBC 1003.2.8 (SEE ELECTRICAL PLAN)
® WALLt-IOUNT 2A:ICBC FIRE EXTINGU15WER WITH
C
LOATOR SIGN ON WALL ABOVE. FIRE EXTINGUISr-IER
F;ANDLE TO BE AT 48" AFF. VERIFY LOCATION WITH
FIRE DEPARTMENT PRIOR TO INSTALLATION.
b - NUMBER OF OCCUPANTS IN EACH SPACE BASED ON
CBC TABLE 10-4
/ PATCHED AREA INDICATES EXISTING BUILDING TO RE'" LAIN.
FREEZER
// EXIT PATH -OF TRAV..G PiL ;
/ LENGTH - 205' / �✓
/ i f
/ COOLER
X
Ln > /
CONCRETE/
/ SLAB -GN -GRADE
i
FLOOR (E)
iafi�1'i= S
SLAB -ON -GRADE
FLOOR (E)
&I, N IGW CO
CURS AT Ri
PE;:�!MET�R
W
/ [1 J / // /J/ % // j / /EXISTING DOOR TO BEREMOVED
COVER OPENING
/ f ,/ r / // • /`/ ` 6" W!G� CONCRETE WITH BUTLER'S II STEEL SIDING. ROOM REMOVE ALL EXIT SIGNS/ (E)PERIMETER
/ / / // / ✓/ r / i
/ / %
,,/ / c
t r «L. --.j • ryr. , _ :�' �'y %""-: - Q'XIC' R.0 Q'XIO' R.0
BUTLER STEEL RCD W, LOADING- DOCK
BUTLER STEEL COLUMNS X -BRACING IN WALL > I
wi ON CONCRETE PEDESTAL. m
> TYPICAL Q
[tl
Q
U � tYIL
l
o� z(
z ADDi s CONCENTRATE E THAWING AREA
-8-
BUTLER STEEL COLUMNS CN
CONCRETE PEDESTAL.
•� - - TYPICAL - - •�
e ►
L .•J LINE Cr- ROOF ABOVE- = t
'�\A NEAT SAWCUT EXISTING PAVING
A3 TO FCF; `T NOW FOOTINGS 45
5WOWN ON FOUNDATION PLAN b"
oo
-6"'-
1
NOTES:
00
OI 1• HAZARDOUS,NO MATERIALS IN THOSE LISTS BY CBC TABLE D SEXCEEDING
BE STORED IN
THIS BUILDIN�s.
2. ALL CONSTRUCTION, BOTH EXISTING AND PROPOSED IS TO
BE CLASSIFIED AS VB CONSTRJCTION, EQUIPPED
THROUC44OUT WITH AN AUTOMATIC FIRE EXTINGUISHING
SYSTEM.
3. ANY STORAGE OF COMBUSTIBLE GOODS IN PILES, RACKS
OR OTHERWISE SHALL REQUIRE A SEPARATE PERMIT.
4. NO SPACE CONDITIONING EQUIPMENT 13 TO BE INSTALLED
AS A PART OF THIS PROJECT.
25'-O"
AW
0 0 0
F, L00{� �'�.�i�: 3/.32" = 1'- O••
O
-D
m
z
000
0r-7_
m c
Uri
D G�
=c
�m
_m
m
r
U
CA
c
--
r
OA
O�
n
Z o
E
O
ND
Zm
bU
n (n
z-4
(P m
1: r
c'
zDm
(�
(P
co
O0
3z}
m }
D
(P z
L rm-- (A
OL
}
}
n
�I E
}
n �
L n
O
Z
f� }
ODN
z-
O(1=
n
r-
r
(0
O
U,
A m
o0
,aA
A
p
L nm
rz
UJ
pn-
L�E
rD�
Z
4
O>
EA
D
m
D
O
A
M nc
=
Urn ;D
�m
DU
�t N
m
L rm._
O
-D
m
z
000
0r-7_
m c
Uri
D G�
=c
�m
_m
m
r
U
CA
c
--
r
OA
O�
n
Z o
E
O
ND
Zm
bU
n (n
z-4
(P m
1: r
UlI
r
m MITI]
3
nz
O FP
Au
r m
D m
Dm
-n1 x r
3p
ITl {P
um
tU
ul m _
�M z
rn r �,
A
O
-D
m
z
Emm
28'-O"
T
(�
(P
co
O0
3z}
m }
D
zo
z—
}
}
o
r-
OE
}
n �
A }
O
=L
f� }
3
D_
z-
OD=ul
UlI
r
m MITI]
3
nz
O FP
Au
r m
D m
Dm
-n1 x r
3p
ITl {P
um
tU
ul m _
�M z
rn r �,
A
O
-D
m
z
Emm
28'-O"
z
m -nmz
Xpzx O j
� u�rt�mrrn
-� ..
z 70 M
Cp J'' EA -0
r- p
r Om
uMJ
z]�.
z�
z�
U:j
O
z
zDc-
m m
001
_ �iDl
n ,► rn
[AArn
A � U
�IT)
rn
,mr-
mUD
r
r
c
17
zDm
(n z A
z—
o
r-
OE
=L
z
OD=ul
r -i m
O
r0
;il tUi
OZ
'a-�
�Yu
l�
001
L,m
L -Arm-.
z_
rc
L�E.
r0<�
G n
D
m
D
O
A
M nc
L
�MA
�m
DU
(P ni
z
m -nmz
Xpzx O j
� u�rt�mrrn
-� ..
z 70 M
Cp J'' EA -0
r- p
r Om
uMJ
z]�.
z�
z�
U:j
O
z
zDc-
m m
001
_ �iDl
n ,► rn
[AArn
A � U
�IT)
rn
,mr-
mUD
r
r
VARIES - 19" MAX ol@
I r lo' -O
--- - —
in
0fi
D cn� cn A (%
[Q D p rrt -
r z -�
�1i01Fri I -
in U -
�- _
(pAmn
_ - t A Fit
--� ISI --I!
i
F D „ i cn o m z { i ;L-�-I I n z rn t� rn
zN _� f -J rr r DC7 I l I Dn t {X
< n I,i-{� I Atl m 3D I { -III
=!i r nA t- if]
Dm� r @ D �r tti = �rrn fiIll r"
tDrn
cn D = 1 c D Cn fi 4 f fi
3 r D
z rn z —I i l- I A 7 m
m n I cin cin (A _- I I (- : nt m m i
t
in DU' r
art; A ° �, �--� I I_ • D
Ont -�il �N I 0� -
trt+A ESD
Di— f I _
t� o� X DiI�I SII'
O ►fin=1 11 i @ G I U, =1 I I—f I.
T U a ' G O
---I -1
I lIII I I
in
D X
1
� __�1�.—�, - `-------------------- -� ---ISI---, ,
- I I j .._.
(,
={� , r, i a—III E r'
W A in
Z-1 m r-
,� rn + (�
tnpX in Ornz :+ I !
OcPr�-� E
ail_ cn z<nG� <�nz rn (D I
D + cn nt
-iI I D m inOinGt D@r E zr 1f- IrI� i Ur
- ./ ! .0
-< 1 U m -I I
_r z (U � z '" 11:! N. .
0U III D--
@fi �,z O
D z i� Ij G in
rn�'�
3 iI —III- j �
I`
Q tl 1 O r rn ( r -III—M (t►
t
f I'1�� ON I CI
I�IIn Av"
cain w
'P
1= f n z cP @ (p
cn D m
i cz c
m n Q;} m n X r-
U II I ;r 3AB DA,
D -z
ti
Q �
)! ( 1 t
D
0
Ul
nD0 �0 I1� X :;� t�t, zrn
z (Dl�can AA �Om -0 LnDN}
Z _ ---- - t' X
(�
\ L@�Xl r �(P
(P CPO in t c Oin cnz@ c-+czPA - -- - -- ti
p� �, , lOm
rnOw �D v nm LGA- m@F ci:1> fi I!I t
zD @ED A (cP m- {p j(•
inrE
D - - -- -- --- -- - - nl @ xl D (A
1 �I @r An Nr-� (P=r-
--40 D�N < rU•t
L D- n-in0 in D F:7 _
N II D7 -�t1 ;►. r-�I mzX' rc,�In tz @Z 5o ?'_ -
O cn prrr ('� mz� G�-E _ cnrnA -< c Zt~
cAn (1 \ T I1 -- --- /�1 i @ 0 - brD r X c- ? '�- _
w cP cp cn - _ O A D c r.
+� i �rnr (� - E cn@ r + r �cPfi z
�nmrn _ {i - Oz O \�� .G A �+n 7D (,D T7'� Drt nD DSD \
W _ 11 L E� n _, m nU m-+ z(Pz /
-�zx U O t; 00 s Z T,�t7 rE rin �"In� r
0 +L -- ----- z r �ci D�� �G�D zU D3 /
r- BUD Lir O n'
\ (l E cP ---- -- -- — 1 I I s C n+ A D m z Zl C� r M (P �.
A O �0 S,— — r =lrt m_
\ 0 OLZL - _ _ _ _ D 0m z r s3 rn m
-
,\ \ Ir
III
m U, IIi /�1 3 cn %O �; O �, - -- _ E E IS. _ z m D n O \ <
Uj r zin
\ n Az rnDO-+ �� ui ii(l 11 � �- fi7
_ @ 4
\ /0005!50-43 \ �NcX Trp smOz _ G D�
rn zA-1 ACLU 0LNM N Did - �; cn@
+ Unt- 3-a(PO r A_ 11
_ - N O
me �m A�� z 7D ,ZDjO@ XI N-4 OCn z77CC
\ z-+ m U� ,rnr -4 (p
Orn --i 0(n �ht
\ E U',i)rn�l �u'm Girn n cPD rU
In D 3 N U S O iris � A � m D
@ { rn m m @ i� (P Z
D )u nD
('D O(u
z
(l
Urn rn
D
z
U
"I
.W13
P
Mi, 5� s .- 9" I`?iN.
D > \ m
M
t : s 1
U) vJp
Big
inFri
:,..., .`
MCIz rn fJ> 4 j� O. � 1 Iz � z cP /
>
iAM
olZa c�iF �` - - -
s �� r n 0 0
Ql N L � ,
< Ap
�..19 '�N " \`�.
_ n P
2� La 3
u ; W ��1 -
29" MIN
34" MAX
_�� _61,g
6MCWALL
- c
n g
m �$ se �' m o n !l D x
Z- ill O�Urn� OA DED �J
;��` 0$ :�' rD D fiU(ln-1 zD3Lp0 Dz pir
u A= pi- r- OL(n Azncn-< X1D <OE iTT
n�N�0 �mnniinn c , �n�1
(nrnini-(1 UTEO@ - ,@ cr?t On
W ,,, ti aA I D z DUp-+ fi=z (� rn LA0 Jii�
=fie `!" 00 z in L U;ntm(p(1N D3 r�7D In iR� 111
8 v aA • -tzD LA LUD �0 z fj�
nA0 In +-
I til D DOrr °cW n0In ADr m
P2in in 9 - __ ❑ r z Z
in I- rnAUn <(POcn �'_+ IE i
�O � nu, r_ ETnX :�O wL nD M
r rn LGA
nm
a / $ H, Pte; > f. z cn A 0 ill0 D 7t N al D O -+
, Z a D A;A z D Oz O
c`i F I D -►(n�D (j�z �O @N
Z90 F- o�� _a E� rnD .-{{
s n 8 fiDUz ct=Dczn-' DO @U TIi
• i ' v � �� D@
DD U=i-LA n IE (P fiI
rn (U m
�i4N o a uoN ��F 6 % m : �� (1 r m cn n n rn D U, n -
�' 4 �Q :Sj'ph z ss _� U= z r D r i D z 111
C n:eis K: <F �c �i -- N� a n p _ J 1—
Fin -A in
a 0 cn `n tq O TT1
F4 t5�i?r z R Si��y' n -n
rri� Fly R I'QA� �p� v ry,gFo i // / I a 3 N `h
P�>Q / i/r i z r F
,00 —`—
nw
V> 90fWell
� r
W
} _ a m D TITLE: ADDITIONS TO EXISTING COLD -STORAGE BUILDING; FOR ... - REViS10NS:
m ______ �,� z 3MUCK,ER5 NATURAL FOODS, INC.
-� txEcrsl`� � 4 3-7 SPEEDWAY, C 41CO (BUTTE CO-),. CA � � � •�. � ��`��, rt� � DATE MARK
nca a fat �«h:fi�va4'•�w k;
/ 10_—
C
�• .,. :`k . .. ...u..4� ._.: ..�_... _ _s:'s �.r`.«...._' �...a. �..;...a..m,::i s>.ii.r.-§�"o�:,.w..-•_w......is,.N a...s
o
0C R NDALL• E GiylE7=RI G
1 a _ _ _- - _ __ _- . - _ ._ _ _-- _--____ _-------_ ---_-- _-._ _--_- - _— _ _ H DRTH V LLEY SUILDiNG SYSTEMS
4958 Ponderosa Way P O Box 124
O 7 ,L_ i •9 THREE SEVENS LANE - SUITE 5
M1dpinos, CA 95345 H
C IC O, C A 9 5 9 —
! u Phone: (209)966-4844 Fax: (209) 966-4744 pH0lVE 15301 345-7296
O(D
ADDITION FARTS STOACZIE
(te) SEE ANCHOR ROD t BOLT KEY WERECN
FOUNDATION DESIGN IS BASED ON INFORMATION PROVIDED
BY BUTLER MANUFACTURNG COMPANY FOR JOS 16-013129
-
EXISTING PAVING. O
REf 'iCVE FCR
CONSTRUCTION d
REPLACE IN KIND ANC 4CR BOLTS OR
,Ir RODS AS NOTED
FOUNDATION PLAN.
w X
IY 2 4 - CONST HAIRPIN 8" CONCRETE SLAB
JOINT WI-IERE SNO'�( MTP •a m IS" G.C. E.W.
j�
z ; i i ,! I—I I d3„t SAND
- I I—I I IT I z, LEVELING COURSE
i-
`��6.1
\GRAVEL FILL PER I I- OILS REPORT
�� I--_ SUBGRADE PREPARED
-) _� I- I I PER 501L5 REPORT
2 04 CONTINUOUS
Q' I I 1 I ISI I I (I I=_ I TOP t BOTTCr^,
04 IT 24 O.C.
- UNDISTURBED E4R-I-4
,4 B OR ENGINEERED FILL
s=CTION B
A 12”
vECTl0N3 ,�
NTS
O"5 X 12" DOWEL 6 18" OG.
DRIVEN INTO 5/8"m HOLE IN
EXISTING CONCRETE. NO
NEAT SAWGUT j (.o" ADWESIVE OR SPECIAL
8"' CCNCRETE SLAB \ '{ INSPECTION REQUIRED
WITH 04 a IS" O.C. E.W. 2, - 84 GCNT. \ EXISTING SLAB
\ TO REMAIN
SAND
LEVELING COURSE .�!"z "7"S,li •• - I—I - —
1 _
1 I I �' I
IC MIL VISCUEEN I .! i l - T
GRAVEL FILL PER I -- I. i I I -III -i I i__I I I -I I I - I I I-- I i-
!-
_II, ---III sIi—iI —II`1
SOILS REPORT i U
2 - •4 GCNT.
5U5GR4DE 12"
PREPARED PER
SCIL5 REPORT
UNDISTURBED EARTH Oi�t �r+
OR ENGINEERED FILL vVL.CTwIO � V
NTS
i
CCNCRETE'
FLOCR TO REMAIN'
j NEAT SAWCUT 1
l REMOVE EXISTING
PAVING- TO FCRM
FOOTINGS 45 5HOWN
L 2 5' _ n'•
///�//////`EX15TING FRAME
i � / FOOTINGS t0 REMAIN ,
J
EXISTING CCNCRETE PAVING TC REMAIN
NEAT 54WCUT t
RF^'1r:vF FXI�TIN�
ALL FOOTINGS ADJACENT TO / I
RETAIN;NG WALL SHALL EXTEND
TI-41ROUGu ANY FILL AND A
MiNTMU 1 CF I/6" INTO
UNDISTURBED EARTH.
0 0 0
ADDITION CONCENTRATE THAWING AREA
rxl SEE ANCHOR ROD t BOLT KEY NERECN
FOUNDATION DESIGN IS MASED ON INF0F;�'IATION PROVIDED
BY BUTLER MANUFACTURING COMPANY FOR JOB 16 -013'105
X
U
Q
_z
Q
-6" I 2'-O..roll
J / i /
XISTING /BUILDING
F. .! \`
O
DETAIL �
DETAII
I
3'-O" 3'-O'•
lol
DETAIL �
8"
"5 TOTAL OF 4. PLACE ONE
2'-0 - ADJACENT TO EACH
4NCWOR ROD CHAMFER 45
ANCHOR RODS A5 8„ REQUIRED (I"t)
J Z -'J NOTED CN
/ 0 FOUNDATION PLAN EXiST;NG
J /
�� AvfNG TO
REMAIN
'il-_
i li -I
3" CLR UNDISTURBED 6 - 04 X 54" EACH WAY
TYP I EARTH TOP t BCTTC-' 6 EQ
SPACING
S�CTIO�t �!
NTS,
END HOCK
AT FCOTING�
W �
BELO�
a.
05 ly TOTAL OF 4. LENGTH 45
1 TO EXTEND FROM 3" ABOVE
8„ BOTTOM CF FOOTING TO 2"
BELOW TOP Cr -
PEDESTAL
8,i
•4 TIE$ d TOTAL OF 4. LENGTH; AS
AN..NOR T
C �° O.c. c O EXTEND PRO'-! 3" ABOVE
I DOUBLE AT TCP >
RODS/BOLLS MINIMUM OF 4 BOtTOM C� FOOTING TO 2"
AS NOTED ON 8 BELGW TCP C� PEDESTAL
FOUNDATION
PLAN REPLACE PAVING TO MATCH
„ EXISTING. CONCRETE MAYBE
O
cv� G NAL
PLACED fNTEGRAL WITt4 FOOTING
GOLD
ul10 - E47 54WCU7
EX15TiNG PAviNG-
/ -0 RE"A'N
,
SECTION
NTS Qv,
"4 TIES 6" O.C.
DBL Top
21"
ANSWOR RODS AS
NOTED ON
FOUNDATION 'PLAN
3/4" C1-44- PER. AT
ALL EXpCSED EDGES
32"
ADD *-47='Y CNLW-+ERE BARS
DISCCNTINUOU
AT CCRNERS
STANDARD HOOK D (MENS IONS
v
I
I o o IE
I 0 0
I
GCNTfNUCUS ARC IND CCRNER
/ �
2„
CLEAR
I
2'-O_
TYPICAL
W "iN 24" OF CCRNER
8,i
•4 TIE$ d TOTAL OF 4. LENGTH; AS
AN..NOR T
C �° O.c. c O EXTEND PRO'-! 3" ABOVE
I DOUBLE AT TCP >
RODS/BOLLS MINIMUM OF 4 BOtTOM C� FOOTING TO 2"
AS NOTED ON 8 BELGW TCP C� PEDESTAL
FOUNDATION
PLAN REPLACE PAVING TO MATCH
„ EXISTING. CONCRETE MAYBE
O
cv� G NAL
PLACED fNTEGRAL WITt4 FOOTING
GOLD
ul10 - E47 54WCU7
EX15TiNG PAviNG-
/ -0 RE"A'N
,
SECTION
NTS Qv,
"4 TIES 6" O.C.
DBL Top
21"
ANSWOR RODS AS
NOTED ON
FOUNDATION 'PLAN
3/4" C1-44- PER. AT
ALL EXpCSED EDGES
32"
ADD *-47='Y CNLW-+ERE BARS
DISCCNTINUOU
AT CCRNERS
IIII;11 I -II +'_II`! I (ilI'ii11I I!II ii I Lu 1N
EX'S,
'TA;NN
NEWGO
�I I I L__ 1 _ _ ,�_ t
FOOTING IG
3" CLR PER FLAN I WALL
UNDISTURBED TCP I
EARtH R=iN1=CRr'ING
BGTTO'"1
�c-- REIN=CRC I NG
SECTION DF 5 DP H (MAX) TOP t BOTTOM REINFORCING
{ 1 5'-O" 1'-C° 2,-4, 12" 6_ 05 X 5A" / 6 _ 05 X A81
0 J 12" i- 05 X 6h" EAC" WAY
* REINFORCING BARS EQUALLY SPACED ACROSS FOOTING
S�CTIO'�� I J
Otte
2 O
I
ANCHOR RODS 45 CHAMFER 45
OTED ON REQUIRED (1"t)
FOUNDATION PLAN
3"
�� - EXISTING
/ /y, \� iv Q, GLR PAVING TO
Fr -1 /
J � _
LU
; _-
771 1 1=1 1! ={ I ''► ;I_.I 4 -
I I —i 6,
-! ��.1 1=1i,
l— ({ _iSTIRRUPS
42' m 6„ CC.
4X
TOP 4 BOTTOM
PLACE CONCRETE NEAT
AROUND EXISTING CONCRETE
UJr-lERE FOOTINGS PROJECTE DEEPEN FOOTING AS REQU'RED
BEYOND BL TO PROVIDE IS" EMBEDMENT
AT ANY FILL AREAS
IV L A 4w umm swrmmqww .. DET AIL
C...
I=OUNEDA I U"*�_N_ N 3 /3 2 1'- 0
CONTRACTOR SHALL VERIFY ALL ANCHOR HOLT SIZES,
ANCHOR BOLT LOCATIONS AND DIMENSIONS U1ITH PLANS
15Y BUILDING MANUFACTUFMR PRIOR TO CONSTRUCTION.
180" HOOK
EI
{
I
4 i
90 • NOOK
X
Cv
I' 11 I
_I
I
It
ALL FOOTINGS ADJACENT TO
RETAINING WALL 5F44LL EXTEND
THRCUGH 4N7' FILL AND A MINIMUM
OF 18" INTO UNDISTURBED EARTH.
SECTION M
NTS,
STANDARD HOOK D (MENS IONS
R SIZE (db)
PER'r"ETER IREIN=CRCING
>
I
GCNTfNUCUS ARC IND CCRNER
E2 A
AS 5-»CwN, WIT" NO 5''LiCES_ ~
I
W "iN 24" OF CCRNER
I
4 1/2'
"4 ll12")
3"
2 12/2"
I E (I I" 2
12"
ANGOR BOLTS LOCATED
3 3/4" It
INS'DE C; RE N-ORCING
5"
SECTION
•6 (3/4"J
4 I/2"
3 "
IIII;11 I -II +'_II`! I (ilI'ii11I I!II ii I Lu 1N
EX'S,
'TA;NN
NEWGO
�I I I L__ 1 _ _ ,�_ t
FOOTING IG
3" CLR PER FLAN I WALL
UNDISTURBED TCP I
EARtH R=iN1=CRr'ING
BGTTO'"1
�c-- REIN=CRC I NG
SECTION DF 5 DP H (MAX) TOP t BOTTOM REINFORCING
{ 1 5'-O" 1'-C° 2,-4, 12" 6_ 05 X 5A" / 6 _ 05 X A81
0 J 12" i- 05 X 6h" EAC" WAY
* REINFORCING BARS EQUALLY SPACED ACROSS FOOTING
S�CTIO'�� I J
Otte
2 O
I
ANCHOR RODS 45 CHAMFER 45
OTED ON REQUIRED (1"t)
FOUNDATION PLAN
3"
�� - EXISTING
/ /y, \� iv Q, GLR PAVING TO
Fr -1 /
J � _
LU
; _-
771 1 1=1 1! ={ I ''► ;I_.I 4 -
I I —i 6,
-! ��.1 1=1i,
l— ({ _iSTIRRUPS
42' m 6„ CC.
4X
TOP 4 BOTTOM
PLACE CONCRETE NEAT
AROUND EXISTING CONCRETE
UJr-lERE FOOTINGS PROJECTE DEEPEN FOOTING AS REQU'RED
BEYOND BL TO PROVIDE IS" EMBEDMENT
AT ANY FILL AREAS
IV L A 4w umm swrmmqww .. DET AIL
C...
I=OUNEDA I U"*�_N_ N 3 /3 2 1'- 0
CONTRACTOR SHALL VERIFY ALL ANCHOR HOLT SIZES,
ANCHOR BOLT LOCATIONS AND DIMENSIONS U1ITH PLANS
15Y BUILDING MANUFACTUFMR PRIOR TO CONSTRUCTION.
180" HOOK
EI
{
I
4 i
90 • NOOK
X
Cv
I' 11 I
_I
I
It
ALL FOOTINGS ADJACENT TO
RETAINING WALL 5F44LL EXTEND
THRCUGH 4N7' FILL AND A MINIMUM
OF 18" INTO UNDISTURBED EARTH.
SECTION M
NTS,
REINFORCING MEENDS 4 HOCKS
Im-5CLT
MARK DIAMETER TYPE
----
STANDARD HOOK D (MENS IONS
R SIZE (db)
D
E I
J
E2 A
03 (3/8')
2 1/4"
2 L/2 I
3"
4 1/2'
"4 ll12")
3"
2 12/2"
I E (I I" 2
12"
NA
3 3/4" It
2 I)12"
5"
•6 (3/4"J
4 I/2"
3 "
6"
-- a" Iy
REINFORCING MEENDS 4 HOCKS
Im-5CLT
MARK DIAMETER TYPE
----
E
G�
A I/2" I I
8"
2" -
B
2
10"
I NA
i
I E (I I" 2
12"
NA
ANCHOR ROD -4 SOL. T KEY
45-11-1 430 GRADE C PROJECTION PER
'J' CR 'L' 6�44PED BOLT \ BUILD'NG
y --�� r'1ANUFAGTURER
FF
�'
y % .
TYPE 1 ANCHOR.
PROJECTION PER AST^" 43,C7i
BUILDING GRADE C
MANUFACTURER ALLTHREAD
I F=
1 '
• " \ 2 - HEAVY WEX ✓-BEAD
NUTS WIT44 STANDARD
WASHER BETWEEN
TYPE 2 ANCHOR.
If
013
CALIFORNIA
tBUILDING
L
DS CODE
NONRESIDENTIAL. MANDATORY MEASURES,
INSPECTOR
IN
COATING CATEGORY CURRENT VOC LWIT
INSINSPECTOR
s..
•.
INDOOR CARPET ADHESIVES
50
DIVISION 5.4 MATERIAL CONSERVATION
•,SIGNOFF
I
SIGNOFF
CHAPTER 3
GREEN BUILDING
[
,
RUBBER FLOOR ACIPESIVES
AND RESOURCE EFFICIENCY
SEDC' SCOPE. ro GENERAL
SUBFLOOR ADHESIVES
50
CERAMIC TILE ADNESNES
SECTION 301 GENERAL
5
50
--
50
COVE BASE ADHESIVES
chapter shall outfine means of achieving material conservation and resource
The provisions
MULTIPURPOSE CONSTRUCTION ADHESNFS
70.
STRUCTURAL GLAZING ADHESIVES
100
SINGLE -PLY ROOF MEMBRANE ADHESIVES
250
OTHER ADHESIVES NOT SPECIFICALLY LISTED
efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of
SPECIALTY APPLICATIONS
301.1 SCOPE. Bu0clings shall be designed to include the green building measures specified as mandatory in
PVC WELDING
510
s
490
ABS WELDING
techniques to reduce pollution through recycling of materials, and budding commissioning or testing and adjusting
PLASTIC CEMENT WELDING
the application checklists contained in this code Voluntary green budding measures are also inchxled in the
ADHESIVE PRIMER FOR PLASTIC
550
"
• ' • '
80
SPECIAL PURPOSE CONTACT ADHESIVE
SECTION 5.402 DEFINITIONS
STRUCTURAL WOOD MEMBER ADHESIVE
application checklists and may be Included In the design and Construction at structures covered by this code, but
TOP & TRIM ADHESIVE
250
SUBSTRATE SPECIFIC APPLICATIONS
420
METAL TO METAL
30
PLASTIC FOAMS
are not required unless adopted by a city, county, or city and anmty as specified n Section 1017.
POROUS MATERIAL (EXCEPT WOOD)
50
WOOD
30
FIBERGLASS80
owing to2 a A rice)
5.402.1 DEFINITIONS. The fol/ terms are defined m Chapter (nd ar- included here far refwe
SHELLACS.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC] The provisions d
CLEAR
730
OPAQUE
550
SPECIALTY PRIMERS, SEALERS & UNDERCOATFRS
ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce tan speed or
STAINS
ndividual sections of Chapter 5 apply to newly constructed buildings, building adc!'xxos of 1,000 square feet or
STONE CONSOLIDANTS
450
,
340
TRAFFIC MARKING COATINGS
adjust a damper
TUB & TILE REFINISH COATINGS
greater and/or budding alterations with a permit valuation of $200,000 or above (tor octxupancies within the
WATERPROOFING MFVBRANES
250
" �
275
WOOD PRESERVATIVES
350
71NC-RIC H PRIMERS
authority of California Building Standards Commission) Code sections relevant to additions and alterations
1. GRAMS OF VOC PER LITER OF COATING. INCLUDfNG WATER a EXEMPT COMPOUNOS
`
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD.
ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE
FROM THE AIR RESOURCES BOARD.
within the distributionsystem,including b ma riches and to ,
BALANCE. To proportion flows me in su ins txa mhnais
shall onlyapply to the portions of the building being added or aftered within the scope d the permitted vmrk
PP Y
accord -ng design q rtfNPS
o s ua
A code section wi!I be designated by a banner to indicate where the code section only applies to newly
J
BUILDING COMMISSIONING. Asystematic quality assurance process thattion
I
snents
constructed buidng [N] a to additions and anerahrxts [AA] When the code section applies to I� no banner
prtxess including verifying and documenting that building systems and co m aree lion ed designed, ed installed
will be tuned
`
tested, operated and maintained to meet the owner pm, requirements.
�'
SECTION 302 MIXED OCCUPANCY BUILDINGS
_
°' '
TEST. A procedure to determine quantitative performance of a system or equipment
y
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion cdabuilding
L
SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
ding measures app!xbe to (,arch specft ocatpancy. 1
shag comply with the specific green bud�
14
5.407.1 WEATHER PROTECTION. Provide a weather -resistant exterior wall and foundation envelope as required by
_ _ ..
' `
Building Code Section 1403 2 (Weather Protection) and CalAomia Energy Code Section 150,
CaliforniaatFeatures
-
•.,. _
I
and Devices), anufacturef installation instructions or local ordinan whichever is more
(Mandatory F es manufacturers ns ce
ABBREVIATION DEFINITIONS:
`,
stringent.
HCD De paRment of Housing and Community Development
BSC California Bw!•dmg Standards Commission
DSA -SS Division of the State Architect, Shxl t xa! Safc..,ty
y
OSHPD Office of Statewide Health Planning and Develownerl
L
LR Low Rise
HR High Rise
AA Additions and Afterations
N New
CHAPTER S
-
NONRESIDENTIAL MANDATORY MEASURES
DIVISION 5.1 PLANNING AND DESIGN
5.106.8 LIGHT POLLUTION REDUCTION. (H] outdoor!ightingsystems shall bedesigned and installed tocomply
- �. � +
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND
SECTION 5.101 GENERAL
with the following
-
5.101.1 Scope
L The minimum requirements in the California Energy Code forLlghting Zones 1-4 as rtefined in Chapter 10
RECYCLING
The provisions of this chapter outline planning, design and development methods that include environmentally
of the California Administrative Code: and
3.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum
responsible site selection, building design, bui!dmg siting and development to protect, restore and enhance the
2. Backlight, Uptight and Glare (BUG) ratings as defined m IES TfA-15-11, and
-408 1 r
wast 1 or 408
non -hazardous construction and dPralrtron waste m accordance with Section 5408 1 1, S 408 1 2 or 5 3 0
erv:ronmental qua'ity of the site and !aspect the integrity of adjacent properties.
3. Allowable BUG ratings not excPeding these shown lo Table 5 1D68, or
ordnance, wh �
meet a local construction and demolition waste management ordinan , whichever +s more stringent
Comply with a local ordinance lawfully enacted pursuant 20 Section 101 7, whichever is more stringent
SECTION 5.102 DEFINITIONS
'
5.408.1.1 Construction wash management plan. Where a local plrisdiction does not have a construction and
5.102.1 DEFINITIONS
Exceptions: (N]
t , u , r,
demolition waste management ordinance, submit waste management plan that
The following terms are defined in Chapter 2 (and are included here kurefererce)
1 Luminaires that qualify as exceptions in Section 147 of the California Energy Code.
'�
materials
t. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage,
2 Emergency lighting.
�
reuse the protect or salvage for future use or sale.
CUTOFF LUMINAIRES. Luminaires whose light dstnbxution is such that the candela per 1000 tamp lumens does not
2recycling,
if uctk rt and demo/ton waste material, veil be sorted on-site (sou ce sopa ated) or
2 Determines d
numerically exceed 25 (2 5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of
Note: (N] See also California Building Code, Chapter 12, Section 1205 6 for cortege campus lighting
` �
strewcon
bulk mixed (single stream).
80 degrees above nadir. This applies to all lateral angtes around the luminal e.
requirements for parking facilities and walkways
3 Identifies diversion facilities where construction and demc!ition waste material collected wig betaken,
F
LOW -EMITTING AND FUEL EFFICIENT VEHICLES.
LOW-EMITTING
5.106.10 GRADING AND PAVING. Construction plans shall indicate how site gracing a a drainage system will
_
- r -
�- ' -
Specifies that the amount of construction and demolition waste mate nals dnrerted shsIt be calculated by
4 S
weight or volume, but not by both.
Eligbi1 vehicles are limited ro ICIENTg.
manage all surface water flaws to keep water from entering buildings. Examples of methods to manage surface
, - ... -
-
Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV). partial zero emission
water include, but are not limited to, the fogowmg
-
Waite Management Company. waste management company that can verifiable
vehicle (PZEV), advanced technology PZEV (AT :'EV) or CNG fueled (original equipment manufacturer
1 Swa(es
2 Water collection and disposal systems
from the n ifill
that the percentage of construction and demolition waste material diverted from Me lion fill
documentation tri ti n
only) regulated under Heath and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962
cocumerath t
complies with this section
2 High-efficiencyvehicles, regulated by US, EPA, bearing High -Occupancy VehMle (HOV) car pool lane
3- French drains
stickers issued by the Department of Motor Vehicles-
4 Water retention gardens
5 Other water measures which keep surface water away from buildings and ad in groundwater recharge-
,
Note The owner or contractor shad make the determination if the construction and demokbon waste material
w!I be diverted by a waste management company -
NEIGHBORHOOD ELECTRIC VEHICLE III A motor vehicle that meets the definition of "tow -speed vehicle"
either in Section 385 5 of the Vehicle Code or in 49CFR571.500 (as 4 existed on July 1, 2000), and is certified to
Exception: Additions and alterations not alterng the drainage path
- '
Exceptions to Sections 5.41)8.1.1 and
zer"missan vehicle standards
debris.
1. Excavated sed and landclearing debris.
TENANT -OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent
_
DIVISION 5.2 ENERGY EFFICIENCY
_
`
2 Alternate waste reduction methods developed by workingwith local agencies d diversion or ecycle
facdities capable of competing with this Rem do not exist
occupants, such as employees, as distinguished from customers and other transient victors
SECTION 5.201 GENERAL
In
Demolition waste meeting local ordinance or calculated consideration of bad riecycking!acilRes
De
3 D
VANPOOL VEHICLE. Eligible vehicles are limned to any mctor vehicle, other than a motortruck or truck tractor,
5.201.1 Scope. For the purposes of mandatory energy efficiency standards in this code, the California Energy
NIL "Ic
and markets.
designed for carrying more than 10 but not more than 15 persons including the driver. which is maintained and used
Commission will continue to adopt mandatory budding standards
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does
pnmanly for the nonprofit work-related transportation of adults for the purpose of rdeshanngNA
not exceed two pounds per square foot of budding area may be deemed to meet the 50% minimum requirement
as approved by the enfo crg agency.
Note: Source: Vehicle Code, Division 1, Section 668
Y
5.408.1.4 Documerda6om Documentation shall be provided to the enforcing agency which demonstrates
ZEV. Any veli cle certified to zero emission standards
compliance with Sections 5.408 1 1, through 5.408 1.3 The waste management plan shag be updated as
necessary and shag be accessible during construction for examination by the enforcing agency.
SECTION 5.106 SITE DEVELOPMENTNotes:
} '
-
5.106.1 STORM WATER POLLUTION PREVENTION. Newly constructed propcts and additions which disturb less
-
111i
1. Sample forms found to 'A Guide to the California Green Building Standards Code (Nonresidential)"
-
than one acre of land shad prevent the pollution of storm water runoff from the construction activities through ore
•
- - - - - - -
/Home/CALGreen p y used to assist in documen ngcompliance with the
x me be 6
gement
or more of the fcllowng measures:
•..• _ - r •, ,. �. . ,. :. .. + - i - .. -, i - -
wasteman plan
2. Moved construction and demolition debris processors can he located at the California Department of
5.106.1.1 Local ordinance Comply with a lawfully enacted storm water management and/or erosion control
i
�
`
Resources Recycling a Recovery C ec y g and R ry ( alit yc!e)
ordinance.
, - •r ,
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. (BSC] 100 percent of trees, stumps, rocks and
5.106.1.2 Best Management Practices (8M IPR Prevent the toss of soil through wind or water erosion by
associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased
implementing an effectve combination of erosion and sediment control and good housekeeping BMP.
pro, ch material may be stockpiled on site until the storage site is developed.
act such
I Soil loss BMP that should be considered for each project include, but a e not IrcnRed to, the following,
a Scheduling construction actvRy
• •. � '� -. � � •. .. :.
d ease st infestation. .
E xeeption: Reuse, either on or off site, of vegetation or ser conaminate by itis or pe
b Preservation of natural features, vegetation and soli
c- Drainage swales or lined ditches to control stormv✓aterfow
Notes:
d. Mulching or hydroseeding to sablize disturbed soils.
c L
`
u!tural
e Erosion control to Protect s
Commissioner and follow5 is direction for recycling or disposal of t�cttenal.
f. Protection of storm rain inlets(gravelbags or catch basin inserts)
map of ow pest a ease quarantine zones, consul with the California Department of Food
2 For tin rid or itis
q Perimeter sediment control (penmeter silt fence, fiber rods)
and Agriculture (www cdfa ca gov)
h. Sediment trap or sediment basin to retain sediment on site,
i. Statxnzed construction exits...,.,
._:,•.
E AND OPERATIONS
SECTION 5.410 BUILDING MAINTENANCE
I Wind erosion control
5. 0.1 RECYCLING BY OCCUPANTS. Provide readily, accessible areas that serve the entire building and are
41-
k Other sod loss BMP acceptable t0 the enforcing agency.
the depositing, storage and collection of rand
meet a(l for recycling, including (c
2 Good housekeeping BMP to manage construction equipment, materials and wastes that should be
minwidentnumfor
t
Ito rd a* and u e ec corn
metals o
paper,k corrugated ni a , glass, pl s. cs n metals or meet a lawf dY enacted local r y g
considered for implementation as appropriate for each protect include, but are rat bruited to. the fo!ktwing:s
ordinance more re tnMe
a Material handing and waste management
b. Building materials stockpile management
[
5.410.1.1 Addbtions. (A] All additions conducted within a 12 month period under single or multiple permits,
c Management of washout areas (concrete, paints, stucco, etc)
t '
re sL Iting i an increased 30% or more in floor area aha provide recyclin areas on site.
d Control of vehicle/equipment fueling to contractor's staging area.
-, ,
Exception Addihons within a tenant space resulting in less than a 30% increase in the tenant space floor
e. Vehicle and equipment cleaning performed off site.•
- -: •-
d.
a ea.
If SOO prevention and control.
••
g. Other housekeeping BMP acceptable to the enforcing agency.
'
i �
5.410.1.2 Sample ordinance. Spare allocation for recycling areas shah comply with Chapter 18, Part 3, Division
5 1064 BICYCLE PARKING For buildings within the authority of Califomia Building Standards Commission as
30 tithe Public Resources Code. Chapter 18 5 known as the California Sold Waste Reuse and Recycling
specif+ed in Section 103, comply with Section 5.105.4 1. For buildings within the authority of the Division of the
State Architect pursuant to Section 105, comply with Section 5 106 4 2
- ^.
I
Access Act of 1991 (Act). fort f A f the do P
e r use by agencies y found ix o e cume
Note: mple ordinanc Iota a n may be rid in Append document at th
CalR yc!e's web site
ec
- .,, ,FitS
,
_
i.. c •.
L
SNN all.
INSPECTOR INSPECTOR
SIGNOFF 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). M The expectations and S
requirements of the building appropriate to its phase shag be documented before the design phase of the project
begins. This documentation sha!( include the fn!lowtng
1 Environmental and sustainabnity goals
2 Energy efficiency goals [refer to 2013 Cakfomia Energy Code, Sedan 120.8(b)].
3. Indoor environmental quality requirements.
4 Project program, including facility functions and hours of operation, and need for after hours operation.
5. Equipment and systems expectations.
6 Bulling occupant and operation and maintenance (O&M) personnel expectations r
5.410.2.2 Basis of Design (BOD). (AI A written explanation of how the design of the budding systems meets the
ORR shag be completed at the design phase of the building protect The Basis of Design document shad cover the
following systems:
1 Heating, ventilation, air conditioning (HVAC) systems and controls (Werto 2013 CaMormia Energy Code,
Section 120 8(c)]
2. Indoor lighting system and controls [refer to 2013 Califomia Energy Code, Section 120 8(c)].
3 Water heating system [refer to 2013 Caldomia Energy Code, Section 120 8(c)]
4 Renew albie energy systems.
5. Landscape irrigation systems.
8. Water reuse systems.
5.410.2.3 Commissioning plan. (N] Prior to permit issuance a commissioning plan shalt be completed to
document how the project wig be commissioned- The commissioning plan shag include the fckwmg:
1 General protect information
2 Commissioning goals.
3 Systems to be commissioned Plans to test systems and components shag include
a. An explanation of the original design intent.
b. Equipment and systerns to be tested, including the extent of tests.
e_ Functions to be tested_
d. Conditions under which the test shag be performed.
e Measurable criteria for acceptable performance.
4 Commissioning team information
5. Commissioning process activities, schedules and responsibilites. Plans for the comrietion of
commissioning shag be included.
5.410.2.4 functional performance testing. pq Functional performance tests shall demonstrate the correct
instal!atlon and operation of each component, system and system -to -system interface in accordance with the
approved plans and specifications. Functional performance testing repords shag contain information addressing
each of the building components tested, the testing methods utilized, and include any readings and adjustments
made
5.410.2.5 Documentation and training. (t4 A Systems Manual and Systems Operations Training are required,
including Occupational Safety and Health Act (OSHA) requirements in California Cade of P.egulilons (CCR), Title
8, Section 5142, and other related regulations
5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shag he
completed within the systems manual and delivered to the building owner or representative. The systems manual
shall include the following:
1. Site information, including facility description, history and current requirements.
2 Site contact information.
3. Basic operations and maintenance, including general site operating procedures basic
troubleshooting, recommended maintenance requirements, site events log.
4. Mates systems -
5 Site equipment inventory and maintenance notes.
6 A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, d applicable
5.410.2.5.2 Systems operations training. 11'9 A program for training of the appropriate maintenance staff for
each equipment type and!or system shall be developed and documented in the commissioning report and shag
include the following
1. System/equipment overview (what it is, what it does and with what other systems and/or equipment
it interfaces)
2 Review and demonstration of servicing/preventive maintenance
3 Review of the information in the Systems Manual
4. Review d the record drawings on the system/equipment.
5.410.2.6 Commissioning report A report of commissioning process activities undertaken through the design,
comitruction phages of the building protect shad be completed and provded to the owner or representative
Note: Guidance on implementation and enforcement of commissioning requirements, including sarni4e
compliance forms and templates, may be found in Appendix A6, Division A6.1, of this code
5.410.4 TESTING AND ADJUSTING. Testing and adjusting of systems shall be required for buildings "s than
10,000 square feet or new systems to serve an addition or alteration subiect to Section 303 1.
SA10A.2 Systems. Develop a wetten plan of procedures for testing and adjusting systems Systems to be
included for testing and adjusting shall include at a minimum, as applicable to the protect
1 HVAC systems and controls.
2. Indoor and outdoor fighting and controls
3 Water heating systems
4 Renewable energy systems
5 Landscape irrigation systems.
6 Water reuse systems.
5.410A.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's
specifications and applicable standards on each system.
5.410.4.3.1 HVAC balancing. In addition to testing and allusting, before a new space -conditioning system
serving a building or space is operated for normal user the system shall be balanced in accordance with the
procedures defined by the Testing Adjusting and Balancing Bureau National Standards, the National
Environmental Balancing Bureau Procedural Standards, Associated Air Balance Council National Standards or as
approved by the enforcing agency
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing
signed by the individual responsible for performing these services
5.410.4.5 Operation and maintenance (O 9 M) manual. Provide the building owner or representative with
detailed operating and maintenance instructions and copies of guaranties/wartanties for each system O 9 M
instructions shall be consistent wth OSHA requirements in CCR, Title 8, Section 5142, and other related
regulations.
5.410.4.5.1 Inspections and reports. Include a copy of all Inspection verifications and reports required
by the enforcing agency_
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants mat
are odorous, irritating, and/or harmful to the comfort and went-heng of a buikdirg's installers, occupants and
neighbors
SECTION 5.502 DEFINITIONS
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included hero for wfer> rice)
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL)- A metric similar to the day -night average sound level (Ldn),
except that a 5 decibel adustment is added to the equvalent continuous sound exposure levet for evening hours (7pm
to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and rnedium
density fiberboard -Composite wood products" does not Include hardhoard, structural plywood, structural panels,
structural composite lumber, oriented strand board, glued lanxnated timber, tarbber, prefabricated wood I-jnists or
finger -jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120 1(a)
Note: See CCR, TMe 17, Section 931201
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52 2-1999
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emittedr to contribute to
ozone foetation in the troposphere
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with
vapor pressures greater than 0 1 millimeters of mercury at room temperature. These compounds typcady contain
hydrogen and may contain oxygen, nitrogen and other elements See CCR T44 17, Section 94508(a)
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc , the VOC
definition included in that speck regulation is the one that prevails for the specific measure in question.
INSPECTOR
SIGNOFF
la
30%
d
ire of
�e,
'and
5.504.4 Finish material ponuitanitcontrol. Finish materials shall comply weth Sections 5 504 4.1 through 5 504.4 .4
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the protect shaft meet
the requirements of the following standards
1 Adhesives, adnesive bonding primers adhesive primers, seatants, sealant primers and caulks shag
comply with local or regional air pollution control or air quality management district rules where
app!rcable, or SCACVD Rule 1168 VOC limits, as shown in Tables 5 504 4 1 and 5504 4 2 Such
products also shall comply wit the Rule 1168 prohibition on the use d certain toxic compounds
(chloroform, ethylene dichloride, methylene chloride, r-erchlorcethylitneand trichloroiehylene), excerifor
aerosol products as specified in subsection 2, below
2 Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (n
units of product, less packaging, which do not wegh more than one pound and do not consist if more
than 16 fluid ounces) shag comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Cede ofReguk Ions, Tile 17, commencing
with Section 94507.
TABLE 5.504.4.1 -ADHESIVE VOC UMIT12
GRAMS OF VOC PER LITER OF COATING. LESS WATER b LESS EXEMPT COMPOUNDS
Less Water and Less Exempt Compounds in Grams per Liter -
COATING CATEGORY CURRENT VOC LWIT
ARCHiTECTURAL APPLICATIONS CURRENT
VOC LIMIT
INDOOR CARPET ADHESIVES
50
CARPET PAD ADHESIVES
50
OUTDOOR CARPETADHESNES
150
WDOD FLOORING ADHESIVES
100
RUBBER FLOOR ACIPESIVES
60
SUBFLOOR ADHESIVES
50
CERAMIC TILE ADNESNES
65
VCT & ASPHALT TILE ADHESIVES
50
DRYWALL & PANEL ADHESIVES
50
COVE BASE ADHESIVES
50
MULTIPURPOSE CONSTRUCTION ADHESNFS
70.
STRUCTURAL GLAZING ADHESIVES
100
SINGLE -PLY ROOF MEMBRANE ADHESIVES
250
OTHER ADHESIVES NOT SPECIFICALLY LISTED
50
SPECIALTY APPLICATIONS
100
PVC WELDING
510
CWC WELDING
490
ABS WELDING
325
PLASTIC CEMENT WELDING
250
ADHESIVE PRIMER FOR PLASTIC
550
CONTACT ADHESIVE
80
SPECIAL PURPOSE CONTACT ADHESIVE
250
STRUCTURAL WOOD MEMBER ADHESIVE
140
TOP & TRIM ADHESIVE
250
SUBSTRATE SPECIFIC APPLICATIONS
420
METAL TO METAL
30
PLASTIC FOAMS
50
POROUS MATERIAL (EXCEPT WOOD)
50
WOOD
30
FIBERGLASS80
250
SHELLACS.
1 IF AN ADHESIVE IS USED TO BOND DiSSIM!LAR SUBSTRATES TOGETHER,
THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED,
2 FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH MAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168,
www arb ca gov/DRM_ SGCURHTMUR1168 PDF
TABLE 5.504.4.2 - SEALANT VOC LIMIT
GRAMS OF VOC PER LITER OF COATING. LESS WATER b LESS EXEMPT COMPOUNDS
Less Water and Less Exempt Compounds in Grams per Liter
COATING CATEGORY CURRENT VOC LWIT
SEALANTS CURRENT VOC LiMIT
ARCHITECTURAL
250
MARINE DECK
760
NONMEMBRANE ROOF
300
ROADWAY
250
SINGLE -PLY ROOF MEMBRANE
450
OTHER
420
SEALANT PRIMERS
BITUMINOUS ROOF PRIMERS
ARCHITECTURAL
BOND BREAKERS
NONPOROUS
250
POROUS
775
MODIFIED BITU M INDUS
500
MARINE DECK
760
OTNER
750
NOTE FOR ADDITIONAL INFORMATION REGARDING METH(A� 10
MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH
COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168
5.504.4.3 Paints and coatings. Architectural paints and coatings shag comply will VOC !im4s in Table 1 of
the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5 504 4 3, unless more
stringent local limits apply The VOC content limit for coatings that do not meet the definitions for the specialty
coatings categores listed in Table 5 5D4 4 3 shad be determined by classifying the eating as a Flat, Nonnat
or Nonflat-High Gloss coating, based on ifs gloss, as defined in Sutzsections 4.21, 4 36 and 4 37 of the 2007
California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or
Nei -Rat -High Gloss VOC limit in Tale 5 504 4 3 shag apply
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shad meet the PWM IR Limits for
ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds
and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Prgulafions, Title
17, commencing with Section 94520, and in areas under the jurisdiction of the Bay Area Air Quality
Manay-ement Llstnct a<kdRana!ty comply v0h the yrcPnt VOC by weight of product Irmits of Regulation 8
Rule 49.
n
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS23
GRAMS OF VOC PER LITER OF COATING. LESS WATER b LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LWIT
FLAT COATINGS
50
NONFLAT COATINGS
100
NONFLAT HIGH GLOSS COATINGS
150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS
400
BASEMENT SPECIALTY COATINGS
400
BIT UM INDUS ROOF COATINGS
50
BITUMINOUS ROOF PRIMERS
350
BOND BREAKERS
350
CONCRETE CURING COMPOUNDS
350
CONCRETE/MASONRYSEALERS
100
DRIVEWAY SEALERS
50
DRY FOG COATINGS
150
FAUX FINISHING COATINGS
350
FiRE RESIST NE COATINGS
350
FLOOR COATINGS
100
FORM -RELEASE COMPOUNDS
250
GRAPHIC ARTS COATINGS (SIGN PAINTS)
500
HIGH-TEMPERATURE COATINGS
420
INDUSTRIAL MAINTE14ANCECOATINGS
250
LOW SOLIDS COATINGS+
120
MAGNESITE CEMENT COATINGS
450
MASTIC TEXTURE COATINGS
100
METALLIC PIGMENTED COATINGS
500
MULT)C,OLOR COATINGS
250
PRETREATMENT WASH PRIMERS
420
PRIMERS, SEALERS, & UNDERCOATERS
100
REACTIVE PENETRATING SEALERS
350
RECYCLED COATINGS
250
ROOF COATINGS
50
RUST PREVENTATIVE COATINGS
250
SHELLACS.
CLEAR
730
OPAQUE
550
SPECIALTY PRIMERS, SEALERS & UNDERCOATFRS
100
STAINS
250
STONE CONSOLIDANTS
450
SWIMMING POOL COATINGS
340
TRAFFIC MARKING COATINGS
100
TUB & TILE REFINISH COATINGS
420
WATERPROOFING MFVBRANES
250
V,KJOD COAT INGS
275
WOOD PRESERVATIVES
350
71NC-RIC H PRIMERS
340
1. GRAMS OF VOC PER LITER OF COATING. INCLUDfNG WATER a EXEMPT COMPOUNOS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED UWTS ARE LISTED IN SUP-SEOUENT COLUMNS IN
THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD.
ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE
FROM THE AIR RESOURCES BOARD.
5.504.4.32 Verification. Verification of comphance with this section shad be provided at the request of
the enforcing agency. Documentation may include, but is not limited to, the following:
1, Manufacturer's product specification
2. Field verification of on-site product containers
INSPECTOR
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall Include
but is not limited to, construction documents, pians, specifications, builder or installer certification.
inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial
conformance. When specific documentation or special inspection is necessary to verify comphance, that
method of compliance volt be specified in the appropriate section or identified applicable checklist
ELEGTRIGAL 5YMBOLS
15 OR 20 AMP 125V DUPLEX RECEPTACLE @ +Ib" UNO
15 OR 20 AMP 125V DOUBLE DUPLEX RECEPTACLE @ +1811 UNO
15 OR 20 AMP 125V 6FIG DUPLEX RECEPTACLE @ +Ib" UNO
15 OR 20AMP 125V 5INC71 F RECEPTACLE @ +18" UNO
SPECIAL OUTLET WITH TMST LOCK RECEPTACLE.
SEE PLANS FOR SPECIFICATION
DUPLEX RECEPTACLE FLUSH K/FIN15HED FLOOR
TELEPHONE OUTLET, RING $ STRING TO ACCESSIBLE GEILINC,
GOM13INATION DATA/TELEPHONE OUTLET, RING 4 5TRIN6 TO AGGE551BLE
GEILIN6, OR PRE -HIRE DEVICES.
TELEPHONE OUTLET FLUSH KIFIN15HEV FLOOR
5IN6LE POLE TOGGLE 5NITGH, @ +46" UNO
TWO POLE TO66LE 5HITCH, @ +46" UNO
THREE -HAY TOGGLE 51HITCH, @ +46" UNO
WATT STOPPER #PHIOOLA (SINGLE LEVEL) 5NITGH. USE 5IN6LE GANG RING.
WATT STOPPER #PN200LA (TWO LEVEL) 5NITCH. USE 5IN6LE 6AN6 RIN6.
LY LON VOLTAGE 5NITGH, DNR -8601. USE BELDEN #8140 TO LIGHTING CONTROL
5 CABINET
@ OCCUPANCY SENSOR, rEILIN6 MOUNTED
OCCUPANCY SENSOR, HALL MOUNTED
JUNCTION BOX, 51ZE f TYPE AS INDICATED OR REWIRED
NON-FUSED DISCONNECT SNITCH
FUSED DISCONNECT 5NiTCH, 51ZE PER UNIT LABEL
PANELBOARD, MOUNTED AS NOTED ON PANEL SCHEDULE
FTT] DISTRIBUTION TRANSFORMER, MOUNTINC, AS NOTED
o TERMINAL CABINET, 51ZE AND TYPE AS NOTED
TELEPHONE TERMINAL BOARD: 4' X 8' X 314" PLYNOOD OR AS
NOTED K/OOUBLE DUPLEX RECEPTACLE 4 I -#(q 6RND
FIXTURE TYPE
❑ FLUORESCENT LIGHT FIXTURE - RErE55ED
F_Q_] FLUORESCENT L16HT FIXTURE - SURFACE OR PENDANT MOUNTED
FLUORESCENT STRIP L16HT - SURFACE OR PENDANT MOUNTED
0 DOWN L16HT - REGE55ED
L16HT FIXTURE - SURFACE MOUNTED
LIGHT FIXTURE - HALL MOUNTED
EXIT LIGHT - CEILINr, OR HALL MOUNTED
EMERErENGY/EXIT LIGHT HITH BATTERY BACK UP 51DE-MOUNT LAMP HEADS
EMERrENrY LlrHTINr, FIXTURE - SURFACE MOUNTED
Z CONTROL EQUIPMENT, NES, CONNECT AS REQUIRED
GU MECHANICAL EQUIPMENT DESIGNATION / MOTOR
CONDUIT RUN CONCEALED BELON FLOOR OR FINISHED GRADE
/I— CONDUIT CONCEALED IN NALL OR CEILINC,
HOMERUN To RESPECTIVE PANEL OR TERMINAL CABINET - UNDERGROUND
HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - OVERHEAD
A\\ – DENOTES # OF HIRES. NO MARKS = 2-#12,1/2" G; CURVED HATCH DENOTES
GROUND HIRE. HIRE 51ZE INDICATED HHEN OTHER THAN #12.
DETAIL DE516NATION: TOP NUMBER INDICATES DETAIL, BOTTOM
LETTER/NUMBER INDICATES SHEET
16 ISOLATED (WOUND
NL NIGHT L16HT - UN5HITGHED FIXTURE
HP WEATHERPROOF
MT EMPTY CONDUIT HITH PULL5TRIN5
0 EX15TIN6
NIE5 NOT IN ELECTRICAL SECTION OF THESE PLANS 4 5PEG5
UNO UNLESS NOTED OTHERN15E
LICTT FIXTURE 5(f.,H=)ULE
TYPE
MANUFACTURER
CATALOG NUMBER
I DESCRIPTION
LAMF5
MOUNTING
A
LITHONIA
FHB24 4 54T5HO
2X4 HI -BAY, MIRO 4 TASK BEAM
4 - 54T5
CEILING
E)
I G
TIX20AI2
REFLECTOR, ANENTED SLOTS $
C
SURFACE
20
1
1
Al2 LENS
D
LITHONIA
AFNDBEXT
EXTERIOR EMERGENCY EGRESS
INCL
+q'
kNAREHOJ5E LIGHTS
TRASH COMP. #1
=_ 0
L16HTS
3--
WALL
40ao__�__
58!
4321
SURFACE
E
LITHONIA
LIGHTED EMERGENCY EXITINCL.
INCL.
=7
L_
LOHMILED56M&
SIGN WITH BATTERY BACK UP
SURFACE
ADDITION
RELOCATED
LIGHT
RELOCATED
LIGHT
ELEGTRIGAL PLAN
(E) SkNITCHE30ARI-) "Mc -10" NEMA 3R UNDER&ROUND FULL 5EroTION
I—PULL F_
FULL
SECTION 1200A 2T7/4E50\/ 5PH 4N BUSS FIELD \/ERIFY A
OUND BUSS
1114,10
TRNSF. TH
-75<\/A
5,1411
4-#12
TRNSF. TIF,
15K\/A
- I/ I,- k -o.
— —
REFRIOERATION
PANEL RF
N' OTE:
ALL SUB FANE-L!5 RATED IOOCO AIS
ALL HIRE THHN/'THNN COPPER. U.N.O.
(E) ONE LINE DIAGRAM
NO SCALE
SCALE: 5/52" = I'011
_X15TIN6 DANE;. 50ARD 5GHEDULE
PANEL H 2-11/430 VOLTS 5
MOUNTING,: ❑ FLUSH TYPE 5IEt-T:N5 250 AMP M AIN Z L %, 5
5URFAGE PANEL.50ARD F1 BPKP
DRANGH 5RE)WEP5
ITEM
AMP
RAW
CIR
NO.
LEFT PHAH L0A!)1W5
' RVIT RIME LOA91%
GIR,
NO.
AMP
Mr,
OLE
ITEM
A
E)
I G
A
f3
C
kNELDER RECEFT.
20
1
1
:28501
45:2h
2
—4
20
1
kNAREHOJ5E LIGHTS
TRASH COMP. #1
=_ 0
3
3--
3
40ao__�__
58!
4321
4
TT
E H 0 U 5 E LIGHTS
=7
5
5817L45:21
bq750_6
612c,
I
VIAREHOUSE LIGHTS
SPACE:
I
40ao
K5211
8
20 20
1
1
COOLER LI6HT5
5FACE
TRASH Clomp. #.2
50
a
q
1
12551
1020
10
1
FREEZER LIC HTS
1
I
140&0
2581
12
20
1
FREEZER LI&HT5
13
13#4080
30113
1
14
20
1EXTERIOR
L16HT5
15
15
Ib
20
1
SPARE
1-17
11
18
:20
1
SPARE
IS
Iq
20120
1
SPARE
20
21
.221
SPADE
22
23
24
1-
24
25
15144
26
Ico
3
TRAN5FORYIER TH
I gg44
J12
26
2C
5
TRANIsr-CRM-F-R, 7FZ
111-44
28
21
Igg44
28
IC11144
50
551'f LOAD = 105345/531 = 124A
37422 32363 324 31 X 125 155A, TOTAL.
,16
EX15TIN& PANELE30ARD 5GHEDULE
PANEL RH 277/450 VOLTS
MOUNTING: El FLUSH TYPE SIEMENS 600 AMP MAIN F11 LU65
5UIRFACE r;'ISTFZIE3U-,, ION PANEL.50AR17)
BRAN(J1 BREAKERS
ITEM
AMP
AMM01�
RAM
CIR
NO.
LEFT LOAE
-_ H 446
RI&HT PHAH LOADIN6
61R,
�1119.
AMP
Rpm
ITEM
r,
A
0--
G
CANOPY LIGHTS
20
1
1
:28501
6q2c5o
2
250
a
- P
REr-RIG. PANEL "W"
-T---
TRASH COMP. #1
=_ 0
3
3--
40ao__�__
4
TT
=7
40,30
bq750_6
L_LL
I
40ao
b
5FACE
TRASH Clomp. #.2
50
a
q
1
10
1
I
140&0
12
13#4080
1
14
5 5 f
FACE
15
1(9
11
IS
Iq
20
22
23
24
25
I gg44
26
2C
5
TRANIsr-CRM-F-R, 7FZ
21
Igg44
28
1514
50
1EEE
E :7
, L
11040156'01aI6014�(14�5_6114236 LOAD 0065/551 = 500.ciA
85216 82386 82386 X 1:25% = 576.1 TOTAL
STATE OF CALIFORNIA
INDOOR LIGHTING
CE0-NRCC4-T-01-E(RPAsed 06173) CAJFORNIAENERGYCOklMISSION
CERTIFICATE OF COMPLIANCE- USER INSTRUCTIONS NRCC•LTI-01-E
Indoor Lighting (Page 1 of 5)
Project Name: ADDI LION TO COLD STORAGE BLDG FOR SMUCKER QUALITY BEVERAGES, INC. Date Prepared: 7/5/2016
Climate Zone: 11
Conditioned Floor Area: 1,400 SQ FT
YES NOORM
F
n.E
TITLE
X NRCGLIT-01-E
Certificate of Compliance. All Pages required on plans for all submittals.
X NRCC.I IT -02-E
Unconditioned Floor Area :
X NRCC-LIT-03-E
Indoor Lighting Power Allowance
X NRCC-LIT-04-E
Tailored Method Worksheets
General Information
Line Vol,nge Track Lighting Worksheets
X
NRCI-L1-03-E - Must be submitted for a line -voltage to e track lighting integral current lintter, or for a supplementary
overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance.
1.
NRCC-LTI-01-E, page 4
Building Type:
❑ Schools
❑ Nonresidential
❑ Relocatable Public Schools
❑
®
High -Rise Residential
Conditioned Spaces
❑
❑
Hotel/Motel
Unconditioned Spaces
Phase of Construction:
New Construction
❑Alteration
X
Addition
❑
NRCC-LTI-01-E, page 3
Method of Compliance:
❑ Complete Building
[]
Area Category
❑
Tailored
LIGHTING COMPLIANCE DOCUMENTS (select es for each included)
)
For detailed instructions on the use of this and all Energy Fffiriency Standrrds compliance documents, refer to the Nonresidential Manuai published by the California Energy Commission.
YES NOORM
F
n.E
TITLE
X NRCGLIT-01-E
Certificate of Compliance. All Pages required on plans for all submittals.
X NRCC.I IT -02-E
U htin Controls Certificate f Compliance, an PAF Calculation. P
n a o C c d Ca culat .All a es re ulred on tans for all submittals.
g P g Q P
X NRCC-LIT-03-E
Indoor Lighting Power Allowance
X NRCC-LIT-04-E
Tailored Method Worksheets
X NRCC-LIT-O;-E
Line Vol,nge Track Lighting Worksheets
Summary of Allowed Lighting Power
Conditioned and Unconditioned space Lighting must not be combined for compliance
Indoor Lighting Power for Conditioned Spaces
Indoor Lighting Power for Unconditioned Spaces
CEGNRCC-LTI-01-E(Revised0111131
CALIFORNIA ENERGY COtAIVISSION'
Watts
NRCGLTI-01-E
Watts
(Page 5 of 5)
Installed Lighting
Installed Lighting
ALLOWED
WATTS
968
X
NRCI-L1-03-E - Must be submitted for a line -voltage to e track lighting integral current lintter, or for a supplementary
overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance.
1.
NRCC-LTI-01-E, page 4
+
NRCI-LTI-04-E -Must be submitted For two interlocked systems serving an auditorium, a convention center, a
conference room, a multipurpose room, or a theater to be recognized for compliance.
NRCGLTI-01-E,page 4
+
X
2
PORTABLE ONLY FOR OFFICES
+
X
NRCI-LTI.06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for
compliance.
❑ Field Inspector
NRCC-LTI-01-E, page 3
All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's
6 F
3
Minus Lighting Control Credits
®
0
Minus Lighting Control Credits
% Nr -
0 r -
U tr)
0 11T)
EE
General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental,
NRCC-LTI-01-E, page 2
®andspecial
effects fighting shall each be. separately controlled an circuits that are 20 amps or less. When tracle lighting Is used, general, display,
NRCC-LII-01-E, page 2
portable
0 u,
4
Adjusted Installed Lighting Power
-
968
Adjusted Installed Lighting Power
-
Complete luminaire Description (i.e.,
®
(row 1 plus row 2 minus row 3)
luminaire
sa
?: m
(row 1 minus row 3)
enter zero;
®
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
June 2013
STATE OF CALIFORNIA
1
INDOOR LIGHTING10
"
CEGNRCC-LTI-01-E(Revised0111131
CALIFORNIA ENERGY COtAIVISSION'
CERTIFICATE OF COMPLIANCE- USER INSTRUCTIONS
NRCGLTI-01-E
Indoor Lighting
(Page 5 of 5)
Project Name: ADDITION TO CO! -D STORAGE BLDG FOR SMUCKER QUALITY BEVERAGES, INC.
Date Prepa; ed: 7]512016
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify thatthis Certificate of Compliance documentation is accurate and complete.
Documentation Author Name: Documentation Author Signature:
JOSH SCOTT 919kAoft-
corepary; Signature Date:
PAC_ E ENGINEERING 7/5/2016
Adrns: CiA HERS Ce tifcarwni'. dlutwn ii :iica6l,J -- ---
1730 SOUTH ST N/A
[.ity7l,att/Zip: _---- - - i-
-.one:
REDDING,CA 96001 530-244-0202
----- - -___ ___---------------
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1. The information provided on this Certificate of Compliance is true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance
(responsible designer).
3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of
Compliance conform to the requirements of "Title 24, Part 1 and Part 6 of the California Code of Regulations.
4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance
documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this buifding permit application.
5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the
enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certifcate of Compliance is required to be included with the documentation the
builder provides to the building owner at occupancy.
ftysp b D«signe Nan e: Reaponsibl-� Dasigew Signatu
CHRISABRAHAMSEN
Cn an U
P
Y
PACE ENGINEERING 7/5/2016
Address: License;
1730 SOUTH ST E012726
city/stat<:lzip: Ph-
REDDING,CA96001 530_244-0202
Efficiency tandards-2013NonresidentialCompliance
CA Building Energy Ef y S
STATE OF CALIFORNIA
INDOOR LIGHTING POWER ALLOWANCE
June 2013
CEC-NRCC-LTI.03-E Revised 06,'131 CALIFORNIA ENERGY COMMISSION `
CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E
Certificate ofCom liance - Indoor Li htmg Power Allowance (Pagee 1 of
4
)
Project Name: ADDITION TO COLD $TOLAGE BLDG FOR SMUCKER BEVERAGES, Date Prepared: 7/5/2016
LOWED LIGHTING POWER (Chose Method)
A separate document must be filled out for conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONED SPACES ❑ UNCONDITIONED SPACES
A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES
I
L] If using Complete Building Method for compliance, use only the total in column (a) as Iotal allowed building, watts.
® If using Area Category Method, Tailored Method, or a combination of Area Category and Tailored Method for compliance, use only the total in column (b) as the total
allowed building watts.
(a) (b)
1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page)
2. Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page)1400
3. Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E
TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCGLTI-01, Page 2, Raw 1 1400
E] Check here if building contains both th conditioned and unconditioned areas.
o
B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE
A
B
Complies ONLY iflnstalled5Atlowed
C
6.
D
TYPE. OF BUILDING (From §140.6 Table 140.6-B)
WATTS
PER (ft')
X
COMPLETE
BLDG. AREA
=
ALLOWED
WATTS
Watts
X
NRCI-L1-03-E - Must be submitted for a line -voltage to e track lighting integral current lintter, or for a supplementary
overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance.
Field Ins e dor
1400
X
NRCI-LTI-04-E -Must be submitted For two interlocked systems serving an auditorium, a convention center, a
conference room, a multipurpose room, or a theater to be recognized for compliance.
❑Field Inspector
Total
X
NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance.
❑ Field Inspector
Total Watts. Enter Total Watts into Section A, Row 1 (Above on this page)
C-1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (C-2 plus C-3) Watts
Total from Section C-2 1400
Total from Section CA
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
HERS Provider:
June 2013
STATE OF CALIFORNIA
INDOOR LIGHTING ',s
G
EC•NRC17.01• Revise06I 3
CALIFORNIAA IFORNIA ENERGY C::"r1MISSION
CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-01-E
Indoor Lighting (Page 2 of 5)
Project Name: ADDITION TO COLD STORAGE BLDG FOR SMUCKER QUALITY BEVERAGES, INC. Dote Prepared: 7/5/2016 -
S.
Complies ONLY if Installed 5 Allowed
}
1
Complies ONLY iflnstalled5Atlowed
❑ Field Inspector
6.
Allowed Lighting Power
Conditioned NRCC-LTI-03-E, page 1
1400
Allowed Lighting Power
Unconditioned NRCC-LTI-03-E, page 1
X
Declaration of Required Installation Certificates- Declare by selecting yes for all Installation Certificates that will be submitted. (Retain copies and verify forms are
completed and signed.)
YES
NO
Form/Title
❑ Field Inspector
X
❑ Field Inspector
NR -LTI- 1-E - r
CI 0 Must h _submitted for all buildings
Field Inspector
P
X
Efficiency Regulations in accordance with Section 110.9.
p
NRCI-LTI 02 E - Must b _submitted for a lighting control system, r r
s m o for an Ener Management Control System EMCS
g g Y Energy g( }.
recognized foronce.
to be compliance.
P
Field Inspector
❑ p
Watts
X
NRCI-L1-03-E - Must be submitted for a line -voltage to e track lighting integral current lintter, or for a supplementary
overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance.
Field Ins e dor
1400
X
NRCI-LTI-04-E -Must be submitted For two interlocked systems serving an auditorium, a convention center, a
conference room, a multipurpose room, or a theater to be recognized for compliance.
❑Field Inspector
A
X
NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance.
❑ Field Inspector
E
X
NRCI-LTI.06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for
compliance.
❑ Field Inspector
Declaration of Required Certificates of Acceptance - Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are
completed and signed.)
YES NO Form/Title
this compliance form.
X NRCA-LTi-02-E - Must be submitted for occupancy sensors and automatic time switch controls.
❑ Field Inspector
X NRCA-LTI-03-E - Must be submitted for automatic daylight controls.
❑ Field Inspector
X NRCA-LTI-04-E - Must be submitted for demand responsive lighting controls.
LJField Inspector
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
STATE Or CALIFORNIA
INDOOR LIGHTING - LIGHTING CONTROLS
CEC-NRCGLTF02-E (Reused 06/13) CALIFORNIA ENFR(
CERTIFICATE OF COMPLIANCE
Indoor Lighting - Lighting Controls
Pmjert Name: ADDITION TO COLD STORAGE BLDG FOR SMUCKER QUALITY BEVERAGES, INC. Date Prepared: 7/5/207.6
The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project.
STATE OF CALIFORNIA
INDOOR LIGHTING
CEC-NRCC-LTl-01-E {Revi�Pd 057131 CALIFORNI4 ENERGY COMCIISS nN
CERTIFICA'rE OF COMPLIANCE- USER INSTRUCTIONS NRCC-LTI-01-E
Indoor Lighting (Page 3 of 5)
Project Name: ADDITION TO COLD STORAGE BLDG FOR SMUCKER QUALITY BEVERAGES, INC Date Prepared: 7/5/2016
A se orate Li htinp hed 1 g g Sc u e Must Be Filled Out for Conditioned and Unconditioned Spaces. installed Lighting Power Listed on this Lighting Schedule is Only FoUNCONDITIONED Sr:
® CONDITIONED SPACE ❑ PACE
A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST
❑ The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems.
When complete L]Buildin p g Method is used for compliance, list each different type of luminaire on separate lines.
®When Area Category Y Method or Tailored Method is used for compliance, ce. list each different type of luminaire re b each different function
area on separate lines.
❑ Also include track lighting in schedule, and submit the track lighting compliance form (LTG -5C) when line -voltage track lighting is installed.
B. Installed Portable Luminaires in Offices- Exception to Section 140.6(a)
This section shall be filled out N
t O LY for portable luminaires i offi
❑ n cos As defined in 100.1 .All other tanned portable i I
p ( § bl luminaires shat be documented o next } P n t a e of
p page
this compliance form.
❑ This section i u determine dons used to d _ter one if greater than 0.3 watts of portable lighting is planned for any office.
❑Fill out a separate line for each different office. Small offices that are typical (having the same general andportable lighting)hting} may be grouped together. This allowance
shall not be traded between offices having different lighting systems.
Office Portable Luminaire
Office Installed Portable Luminaire Watts Per Square
Accountable
Office Location
Efficiency Regulations in accordance with Section 110.9.
Schedule
Foot
Watts
Location in Building Primary Function Area per Table 140.6-C
Field
shall be submitted in accordance with Section 130.4( b).
1400
®
One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and
Inspector
A
B
C
D
E
F
G
H
I
J
All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's
6 F
r
Installed
®
°�° CL °
All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a).
% Nr -
0 r -
U tr)
0 11T)
EE
General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental,
❑
®andspecial
effects fighting shall each be. separately controlled an circuits that are 20 amps or less. When tracle lighting Is used, general, display,
Z
portable
0 u,
Watts
It FS;0.3,
The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the
J
K
multi-level lighting control requirements in accordance with Section 130.1(b).
Complete luminaire Description (i.e.,
®
E,
3, 3
luminaire
sa
?: m
per
enter zero;
®
Identify office area in which
❑ ❑El
«V
LED, under cabinet, furniture mounted
Watts per
5 c,
f° M
watts in this
H m
o
A
square
E x G
these portable luminaires
#
m
-
direct/indirect)
luminaire
N o
office
$ rt
foot
ifF>0.3,
are installed
location in Building
automatic time switch,
of
(B x C)
0
WE)
(F-0.3)
r
0
A
0
r
0
T
L1 El
El
dimmer, automatic daylight,
Units
m
c
e,
0-
rD
c
_c2
El El
•311
E24
-_
INSTALLED WATTS PAGE TOTAL:
etc.)
Enter sum total of all pages into
NRCC-LTI-01-E; Page 2
N
El
El
WEST WALL
ON/OFF SWITCH
1
X
E
E
E
E
E
E
LJ ❑
-.-_
Enter sum total of all pages into
Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office:
NRCC- LTI-01-E; Page 2
June 2013 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
`t
STATE OF CAi_IFORNIA
RF
INDOOR LIGHTING - LIGHTING CONTROLS
ISSION ^'
CFC-NP.CC-LTL03-E Mevised 06;13)
NRCC-LTI-02-E
CERTIFICATE OF COMPLIANCE
(Page 1 of S)
Indoor Lighting - Lighting Controls
Efficiency Regulations in accordance with Section 110.9.
Project Name: ADDITION TO COLD STORAGE. BLDG FOR SMUCKER QUALITY BEVERAGES, INC.
A. Nlandator� Lighting Control Declaration statements
Indicate if the measure applies:
YES
NO
Control Requirements
❑
X
Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance
=
D
Efficiency Regulations in accordance with Section 110.9.
WATT 5
PER (ft)
AREA (ft)
Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate
Location in Building Primary Function Area per Table 140.6-C
COLD STORAGE ADDITION HIGH BAY- INDUSTRIAL WORK AREA
shall be submitted in accordance with Section 130.4( b).
1400
®
One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and
determin d
e
6N
0 E v
V
§130.0. An Installation Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b).
o
v
i 4 z
®
A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.3. Additionally, an
a
61
614 UN
3 U
Installation Certificate shall be installed in accordance with Section 130.4(b).
®
All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's
6 F
r
instructions in accordance with Section 130.1.
®
°�° CL °
All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a).
% Nr -
0 r -
U tr)
0 11T)
EE
General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental,
❑
®andspecial
effects fighting shall each be. separately controlled an circuits that are 20 amps or less. When tracle lighting Is used, general, display,
D
E
ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.0(a)4.
G
H
The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the
J
K
multi-level lighting control requirements in accordance with Section 130.1(b).
❑
®
All installed indoor lighting shall be equipped with controls that meet the applicable Shut -OFF control requirements in Section 130.1(c).
❑
®
Lighting in all Daylit Zones shall be controlled in accordance with the requirements in Section 130.1(d) and daylit zones are shown on the plans.
❑
®
lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in
❑ ❑El
«V
accordance with Section 130.1(e).
Registration Number: Registration Date/Time: ime: HERS Provider:
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013
STATE OF CALIFORNIA
INDOOR LIGHTING POWER ALLOWANCE';
CEC.NRCC•LTW3-E "Revised 06113 CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E
Certificate fCom liance -Indoorli titing rower All waace (Page 2 0
f 4
)
Project Name: ADDITION TO COLD STORAGE B! DG FOR SMUCKER QUALITY BEVERAGES, INC. Date Prepared. 71'512016
Total Watts. Enter Total Watts into section A, row 2 (Above on this page) 1400
A
A separate document must be filled out for conditioned and Unconditioned Spaces. This page is used only for the following:
CONDITIONED SPACES ❑ UNCONDITIONED SPACES
D NERAL LIGHTING POWER ALLOWANCE
C -2 AREA CATEGORY METRO GE
❑ Don t include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E.
❑ Separately list lighting for each primary function area as defined in §100.1 of the Standards.
A
B
X
C
=
D
AREA CATEGORY From 140.6 Table 140.6-C
C ( § )
WATT 5
PER (ft)
AREA (ft)
ALLOWED
WATTS
Location in Building Primary Function Area per Table 140.6-C
COLD STORAGE ADDITION HIGH BAY- INDUSTRIAL WORK AREA
1.0
1400
1400
r..
determin d
e
6N
0 E v
V
o
o
v
i 4 z
D
a
61
614 UN
3 U
Standards Complying With'
°
6 F
r
Lighting Control Schedule
(✓all that apply, or enter 'E' if Exempted)
°�° CL °
T
% Nr -
0 r -
U tr)
0 11T)
EE
(!e 3I nt fluorescent troffer,
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
Ile
Type/ Description of Lighting
WEST BLDG
❑ ❑El
«V
❑
•Y
L1 L
Control (i.e.: occupancy sensor,
#
tuV
❑ ❑
way
C
--
❑ ❑
lO,
V
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
HERS Provider:
June 2013
June 2013
NRCC-LTI-02-E
(Page 2 of 5)
Date Prepared:
A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONEDSPACES ❑ UNCONDITIONED SPACES
MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST
A
Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for
PAF Credit Calculation L
t
normal use, indoor lighting controls serving the building, area, or site shall be certified as meetinthe Acceptance Requirements for Code Compliance in
F
G
accordance with Section 130.4.(a). The controls required to meet the Acceptance Requirements Igncludc automatic daylight controls, automatic shut -OFF
5 Ra r
q
Linear Ft'
Additional
Watts
Allowed
controls, and demand responsive controls.
A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONEDSPACES ❑ UNCONDITIONED SPACES
MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST
A
B
PAF Credit Calculation L
t
E
F
G
!
Prima
Primary
Function
5 Ra r
q
Linear Ft'
Additional
Watts
Allowed
Wattage
Allowance
(B x C)
i
Description(s) on(s) and Quantity of Special
LurninaireTypes in each Primary Function Area
Total Design
Watts
At LOWED
WATTS
Smaller of
Dor F
r
D
r..
determin d
e
6N
0 E v
V
o
o
v
i 4 z
D
a
61
614 UN
3 U
Standards Complying With'
°
6 F
r
Lighting Control Schedule
(✓all that apply, or enter 'E' if Exempted)
°�° CL °
T
% Nr -
0 r -
U tr)
0 11T)
EE
(!e 3I nt fluorescent troffer,
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
Ile
Type/ Description of Lighting
WEST BLDG
❑ ❑El
«V
❑
•Y
L1 L
Control (i.e.: occupancy sensor,
#
tuV
❑ ❑
way
C
--
❑ ❑
lO,
V
location in Building
automatic time switch,
of
o
0
N
0
0
r
0
A
0
r
0
T
L1 El
El
dimmer, automatic daylight,
Units
m
c
e,
0-
rD
c
_c2
El El
•311
E24
-_
INSTALLED WATTS PAGE TOTAL:
etc.)
Enter sum total of all pages into
NRCC-LTI-01-E; Page 2
N
WEST WALL
ON/OFF SWITCH
1
X
E
E
E
E
E
E
LJ ❑
-.-_
❑ ❑
- --
-
❑r LJ
_
❑'JED
0LLjLl
Number: Registration e . Registration Date/Time: HERS Provider.
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013
STATE OF CALIFORNIA
INDOOR LIGHTING POWER ALLOWANCE
CEC-NRCC-LTI-03-E Rev sed 06/13' CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E
Certificate of Compliance - IndoorLightingPover AIl
Allowance (Page 3of
4
Project Name: ADDITION TO COLD STORAGE BLDG FOR SMUCKER QUALI I BEVERAGES, INC. Date Prepared: 7/5/2016
TOTALS 1,400 1400
Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E (this compliance form) 1400
WATTS
A separate
page. must be filled out for Conditioned and Unconditioned Spaces, This page is only
CONDITIONED spaces ❑ UNCONDITIONED spaces
C-2 AREA CATEGORY METHOD Additional Lighting Wattage Allowance (from Table 140.6-C Footnotes)
A
B
C2
D
E
F
G
!
Prima
Primary
Function
5 Ra r
q
Linear Ft'
Additional
Watts
Allowed
Wattage
Allowance
(B x C)
i
Description(s) on(s) and Quantity of Special
LurninaireTypes in each Primary Function Area
Total Design
Watts
At LOWED
WATTS
Smaller of
Dor F
r
Q
determin d
e
6N
0 E v
V
V
o
v
i 4 z
D
61
614 UN
3 U
N
r O
6 F
c
Complete Luminaire Description 3 n
n
o w a
3• c
U
% Nr -
0 r -
U tr)
0 11T)
EE
(!e 3I nt fluorescent troffer,
o -
� �
-
Prima r
Function area in which
Y
Nv
to
Z
F32T8, one dimmable electronic ballast) ;3
°'
�
.
�x-- a-
these luminaires are installed
Pass Fail
A
FLUORESCENT HIGH BAY 4 - 54T5HO LAMPS 2424
❑ ❑
Ile
968
WEST BLDG
❑ ❑El
«V
❑
•Y
L1 L
tuV
❑ ❑
way
C
--
❑ ❑
lO,
V
O
1
❑ ❑
O
❑
T
L1 El
El
n
V i
El L
OW"
scow
DrwA
El El
•311
E24
U ❑
INSTALLED WATTS PAGE TOTAL:
968
Enter sum total of all pages into
NRCC-LTI-01-E; Page 2
TOTALS -Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES -Section C-1
Keglstranon rwnr r. Registration Date/time:
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
HERS Provider:
June 2013
STATE OF CALIFORNIA
INDOOR LIGHTING
a „a
CEC-NRCC-LTI-OLERevised nCO3t CALIFORNIA ENERGY CMIMISSION ^--
CERTIFICATE OF COMPLIANCE -USER INSTRUCTIONS NRCC-LTI-01-E
Indoor Lighting (Page 4 of 5)
Project Name: ADDITION TO COLD STORAGE BLDG FOR SMUCKER QUALITY BEVERAGES, INC. Uate Prepared: 7/5,1201b
A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. installed Lighting Power Listed on this Lighting Schedule is Only For:
® CONDITIONED SPACE ❑ UNCONDITIONED SPACE
C. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST
Lu mina ire Schedule Installed Watts
Location
Field inspector'
A
B C
D
E
F
G
H
How wattage was
Q
determin d
e
6N
0 E v
V
V
o
v
i 4 z
D
61
614 UN
3 U
N
r O
6 F
c
Complete Luminaire Description 3 n
n
o w a
3• c
U
% Nr -
0 r -
U tr)
0 11T)
EE
(!e 3I nt fluorescent troffer,
o -
� �
-
Prima r
Function area in which
Y
Nv
to
Z
F32T8, one dimmable electronic ballast) ;3
°'
�
.
�x-- a-
these luminaires are installed
Pass Fail
A
FLUORESCENT HIGH BAY 4 - 54T5HO LAMPS 2424
❑ ❑
Ile
968
WEST BLDG
❑ ❑El
«V
❑
•Y
L1 L
tuV
❑ ❑
way
C
--
❑ ❑
lO,
V
O
1
❑ ❑
O
❑
T
L1 El
El
n
V i
El L
OW"
scow
DrwA
El El
•311
E24
U ❑
INSTALLED WATTS PAGE TOTAL:
968
Enter sum total of all pages into
NRCC-LTI-01-E; Page 2
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013
STATE OF CALIFORNIA
INDOOR LIGHTING - LIGHTING CONTROLS
CEC-NRCC-I_TI-02•E (RevEaad 06/13) CALIFORNIA ENERGY MMM1IISSION
c
CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E
Indoor Lighting - Lighting Controls (Page 3 of 5)
Protect Name: ADDrnON TO COLD STORAGE BLDG FOP. SMUCKER QUALITY P.EVEFAGE5, INC. pate Prepared: 7/5/2016
INSTALLED WATTS PAGE TOTAL: 968
IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF ALL PAGES HERE:
1. §130.1(a) = Manual area controls; §130.0(b) = Multi Level; §130.1(c) =Auto Shut -Off, §130.1(d) =Mandatory Daylight,- §130.1(e) =Demand Responsive,, §140.6(d) _
Additional lighting controls installed to earn a PAF,' §140.6(d) = Prescriptive Secondary Sidelit Daylight Controls.
2. Check Table 140.6-A for correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. Aso condition to earri a PAF an installation Certificate is
also required to be filled out, signed, and submitted.
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is- accurate and complete.
-- - - - - - - - --- -- ---_._ .5`I -- - - --
DocumentationAuthorNamc: Oaume- ntat.on Author _ Signature:
JOSH SCOTT
Company. sigra[urx Daxn:
PACE ENGINEERING 7/5/2016
Address: off,/111 RS Certificaiioo tdenti!icati>n (ii apolira6lep
1730 SOUTH ST NIA
QCy/StaterLip: Phone:
REDDING, CA 96001 530-244-0202
RESPONSIBLE PERSON'S DECLARATION STATEMENT
1 certify the following under penalty of perjury, under the laws of the State of California:
1. The information provided on this Certificate of Compliance is true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility forthe building design or system design identified on this Certificate of Compliance
(responsible designer).
3 The energy textures and performance specifications, materials, components, and manufactured devices for the building design or system desin identified on this Cer i ficate of
Compliance conform to the requirements of Title 24, Part I and Part 6 of the California Code of Regulations.
4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance
documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the
enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the
builder provides to the building owner at occupancy.
Respor s t I pesiync N me: Responsible Desigrer Signature.
CHRISABRAHAMSEN i f°
Company : Date SiRncd:
PACE. ENGINEERING 7/5/2016
Add, U<r•
1730 SOUTH ST_ E012726
llhf/St .P/Zip: Phore'.
REDDING CA 96001 530-244-0202
Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2013 Nonresid::ntial Compliance lune 2013
STATE OF CALIFORNIA
INDOOR LIGHTING POWER ALLOWANCE'
CEC.NRCC-LTI413-E (Revised 0613) CALIFOR_ MA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E
Certiticate of Compliance - Indoor Lighting Power Allowance
(Page 4 of 4)
Projcr-t Name: ADDI110N 10 COLD STORAGE Bt. DG FOR SMUCKER QUALITY BEVERAGES, INC. Date Prepared: 7/51201.6
1. Use linear feet only for additional allowance for white board or chalk board. All ether additional Area Category allowances shall use watts per square foot.
2 . Additional watts are available only when allowed according to the footnotes on bottom of Table 146-C, which include: Specialized task work; Ornamental lighting;
Precision commercial and industrial work; Per linear foot of white board or chat b e
k board; , Acc fit, display and feature lighting; and Videoconferencing Studio lighting..
3. Luminaire classification and wattage shall be determined in accordance with §130.0(c) of the Standards.
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete,
Docu -ration Author Name: Doc:ime.matlon Author Signature: t
JOSH SCOTT
Comp ny: 5 R ature Date
PACE: ENGINEERING 71512016
_
Address: CEA/ HFRS Certification ldent ;cah-(if apoical,le); -
1730 SOUTH ST N/A
O ?;tate Tim
rvr I Pty e:
REDDING CA 96001 530-244-0.20. 2
RESPONSIBLE PERSON'S DECLARATION STATEMENT
----------------------- .............. ..............------
I certify the following; under penalty of perjury, under the laws of the State of California:
1. The information provided on this Certificate of Compliance is true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance
(responsible designer).
3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of
Compliance conform to requirements
of Title 24, Part 1 and Part 6 of the California Code of Regulations.
4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance
act rnr-nworksheets,- 'I '
d / ts, plans and specifications submitted to the enforcement agency for approval with this building permit application.
5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued fur the building, and made available to the
enforcement agency far all applicable inseections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the
builder provides to the building owner at occupancy.
Responshae t>esigner N=me: Responsible Oesigrer Signal ve: ,�
CHRISABRAHAMSEN /� :A�. W
Company: Date Signed:
PACE ENGINEERING 7/5/201.6
Address: License:
1730 SOUTH ST _ E012726
CityJState/'ZP:
Ph.,e
REDDING CA 96001 530-244-0202
Registration Number. Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
HERS Provider:
June 2013
4
®R
10
s
REVISIONS
BY
Q
l l
6N
0 E v
V
V
o
v
i 4 z
61
614 UN
3 U
N
II uV�.
d Cil
<>J
W m
Ld o'
I- N
(n00
% Nr -
0 r -
U tr)
0 11T)
Z wO7�
5 J M
Ld
D
01
-QC)
M >UM
w
> (1)LO
W 6-
-J O U w
j z
2
T_UO
Io_
O
Z
♦IF'
Ile
F
»y
!�
«V
•Y
tuV
way
C
lO,
V
O
1
O
LU`
T
cl
n
V i
OW"
scow
DrwA
Job
•311
E24
Fr
n