HomeMy WebLinkAboutENGINEERING4
r
-Tt
i
DRAWING INDEX
DRAWING
RELEASE
HISTORY
GENERAL NOTES
DRAWING TITLE
PAGES
TYPE
DATE
DESCRIPTION
MATERIALS ASTM DESIGNATION
COVER SHEET
1
Anchor Rod Drawings
1116I2018
FOR CONSTRUCTION
3 PLATE W p.pED SECTIONS A5M. AS72, A1011, AIOIB GRADE 55
BUTLER
®
COLD FORMED LIGHT GAGE SHAPES AB53, A1011 GRADE SO
BRACE RODS AM A510 GRADE SO
HOTRDLL®MIU-SRPES ��5
''� SB8. AM � GRADE 360R
HOTROLLEDANGUESA528,A572.7B8,GRADE 50
HOLLOW STRUCTURAL SECTION (HSS) AS00 GRADE B
CLADDING A653 A792 GRADE 50 OR GRADE 00
CODES AND LOADS
2
Anchor Rod Drawings Rev. I
2l2/2018
FOR CONSTRUCTION
NOTES
3.4
PermltDrawings
2/2212018
PERMIT SET. For Building DeptApproval
ANCHOR ROD PLAN
5-6
Final Erection Drawings
3/12/2018
FORCONSTRUCTION
PRIMARY STRUCTURAL
7-19
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
SECONDARY STRUCTURAL
20-29
IT IS THE RESPONSIBILITY OF THE FRECTORTO ENSURE PROPER BOLT TIGHTNESS IN ACCOFNMCEWITH APPLCABLE
Butler Manufacturing
a division of BlueScope Buildings North America, Inc.
REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE
SEEERECTIO
SEE ERECTION GUIDE FOR BOLT TIGHTENING WSTRUCTIOHS, THE FOLLOWING CRITERIA MAYBE USED TO DETI3NNJSE
THE BOLT TIGHTNESS (LESNUG TIGHT OR PRETENSION) UNLESS REQUIRED OTHERWISE BY LOCALJURISDICTID N OR
CONTRACT.
COVERING
3038
SPECIAL DRAWINGS
STANDARD ERECTION DETAILS
ALL A490 BOLTS SHALL BE'PRE-TENSIONED'. A325 BOLTS N PRIMARY FRAMING AND BRACING CONNECTIONS MAYBE
'SNUG -TIGHT' EXCEPT AS FOLLOWS;
PRETENSION AM BOLTS F BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PLANOGRAPH DETAILS
ERECTION GUIDES
RICHARD K. DAVIS CONSTRUCTION COMPANY
PRETENSION A325 BOLTS F BUILDING SUPPORTS MACHINERYTHAT CREATES VIBRATION, IMPACT, oR STRESS
REVERSALS ON CONNECTIONS.
BASIC BUILDING INSTALLATION GUIDE 3586 �� , �,
13UTLERIB II ROOF AND WALL INSTALLATION GUIDE 5451 PROJECT: 5 `' 4-5r GtlNra�S
� APPROVED AS SUBMITTED
PRETENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR ®C BASED CODES; HIGH SEISMIC 19
DESIGN CATEGORY D.EOR F. SEE CODES AND LOADS SECTION BELOW FOR DETAiS
PRETeMMNANYCONNEcnoNWITHDMGNAMNA32SSC. SUPCRmCAL(SC)CONNNECTTONSMUSr BEFREE
OF PAWT.OLOROTHER MATFFBAIS THAT REDLK E FRICTION AT CONTACT SURFACES. GALVAN®OR LIGHTLY
MR-24 ROOF INSTALLATION GUIDE 4797
El APPROVED AS NOTED
RUSTFDSURFACESAREACCEFIABI
N GANADA ALLA325MU AM BOLTS SHALL BE'PRETEtMON D'. EXCEPT FCR SECONDARY ME BEASAND
ROOF OWNERS MAINTENANCE5038 ❑ RETURNED FOR CORRECTIONS/REVISE AND RESUBMIT
FLANGE BRACES.
VSRIIINSTALLATION GUIDE El FOR YOUR USE
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONSAREALWAYS'SNUGTIGHT',UNLESSINDICATEDOTHFRWISEN
ERECTION DRAWING DETALS.
❑ FOR REVIEW AND COMMENT
INSPECTION AND TESTING
❑ FOR BIDS DUE
SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHD) DURING CONSTRUCTION
WITH THE UNDERSTANDING THAT THE SUBCONTRACTORISUPPLIER IS RESPONSIBLE
ANDGENT. WHEN REQUIRED,
THE OWNER SHALL EMPLOY A QUALITY ASSU STEEL FABRICATION IS THE RESPONSIBILITY
EAGENCY(QAA) APPROVED BY THOWNERS E AUTHORIZED
THE ABUILDER IS RESPONSIBLE
FOR MEETING THE FULL INTENT OF THE DESIGN AND FOR DIMENSIONS, QUANTITIES,
NSPEECTONS AWN NUT WELD TESBETWEEN THE SfWG MUFIRMST BE SPECBBNA IFICALLY STIPULATED ABRICATION FACILITIES.NCONTRACT DOCTHE TYPE UMENTS ENT ORB WILL
AND COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS.
ASSUME SPECIAL S LAS INS
FAC APCCREDITATION.R NOT TESTING ARE WANED AS PERMITTED BY TTHEBUILDING CODE BASED ON 88NA
REMARKS:
BY: DATE:
NOTE:
ANY ADDITIONAL ROOF EXHAUST FANS ADDED LATER MUST
WEIGHT LESS THAN 250 LBS. ANY MECHANICAL APPENDAGES
SUCH AS DUCTS MUST FIT BETWEEN PURLINS.
PURLINS CANNOT BE CUT OR MOVED.
�DP�of-
m 91-
Q.
J
"I
W
m
DENS, 9 �s
* 9:15$�JQ4
?� , STATE OF
N
'••. ORIO,.,••'v
10
NAL
3�
Bobby Lockiear
P.O. Box 1529
Laurinburg, NC 28353
FL PE # 68504
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. ENGINEERS SEAL DOES
NOT APPLYTO THE PERFORMANCE OR
DESIGN OF 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 ORDERAND MAY BE REPRODUCED ONLY FOR THAT PURPOSE
IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE
WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUTLER MANUFACTURING
15N0 GENESSEE ST. KANSAS CITY, M064102
COVER SHEET
Richard K Dads Conshuclion Corp.
BUTLER
17-029856 01
THE GENERAL CONTRACTORANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP W ERECTING THIS BUILDING W 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.
ocn Seaooasl Curbs
mre
2J712018
Fort Pierce, Florida
,
Buller Manulacluring
'A 20172h
SOZ /DR
1
Ss—tCubs
LLJ NLLI
a
L.I ® o
LLJ 7 U
U
J
Ul
h
- r .'. .. _ .. a .. -- �rl _ � ._ r 3 �
I . F � _ _ 5
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: Fort Pierce County: Saint Lucie State: Florida
Building Code
Country: United States
Building
Code: 6th Edition (2017)
Florida Building Code
Structural: 10AISC - ASD
Rainfall: I: 11.00 inches per hour
Based on
Building Code: 2015 International Building Code
Cold Form: 12AISI - ASD
f'c: 3000.00 psi Concrete
Building
Risk/Occupancy Category:
II (Standard Occupancy Structure)
Dead and
Collateral Loads
Material Dead Weight
Roof Live Load
Collateral Gravity:5.00 psf
Roof Covering + Second.
Dead Load: Varies Roof Live Load:
20.00 psf Reducible _
Collateral Uplift: 0.00 psf Frame Weight (for seismic):2.50 psf
Wind Load
Wind Speed: Vult: 160.00 (Vasd: 123.94) mph
The 'All Heights' Method is Used
Wind Exposure: C - Kz: 0.882
Parts Wind Exposure Factor: 0.882
Wind Enclosure: Enclosed
Topographic Factor: Kzt: 1.0000
Hurricane Prone Region
Windborne Debris Region
Impact Resistant Covering
Base Elevation: 0/0/0
Primary Zone Strip Width: 2a: 18/0/0
Parts / Portions Zone Strip Width: a: 7/2/6
Basic Wind Pressure: q: 49.14 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: Heated - Ct: 1.00
Ground / Roof Conversion: 0.70
Seismic Load
Lateral Force Resisting Systems using Equivalent Force Procedure
Mapped MCE Acceleration: Ss: 5.60 %g
Mapped MCE Acceleration: S1: 2.90 %g
Site Class: Stiff soil (D)
Seismic Importance: Is: 1.000
Design Acceleration Parameter: Sds: 0.0597
Design Acceleration Parameter: Shc: 0.0000.
Seismic Design Category: A
Seismic Snow Load: 0.00 psf
% Snow Used in Seismic: 0.00
Diaphragm Condition: Flexible
Fundamental Period Height Used: 18/0/0
Transverse Direction Parameters
System NOT detailed for Seismic
Redundancy Factor: Rho: 1.00
Fundamental Period: Ta: 0.0000
R-Factor: 3.00
Overstrength Factor: Omega: 2.50
Deflection Amplification Factor: Cd: 3.00
Base Shear: V: 0.0199 x W
Longitudinal Direction Parameters
System NOT detailed for Seismic
Redundancy Factor: Rho: 1.00
Fundamental Period: Ta: 0.0000
R-Factor: 3.00
Overstrength-Factor: Omega: 2.50
Deflection Amplification Factor: Cd: 3.00 ,-compressor
Shear: V: 0.0199 x W e Roof:
icturing Shop
Roof: B
Y
Manufacturing Shot
Manufacturing Shop Wall 4- Canopy 1
Roof: A i
Y� \
r. f• -�1
ntrance canopy,
eLaall 4 - Canopy 1
entrance canopyA`
Wall 2- Canopy 1
FOR CONSTRUCTION
THE BUTLER MFG. ENGINEERS SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER
THE BUTLER MFG. ENGINEERS 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
PRIOR WRITTEN APPROVAL OF BUTLER MPG.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
CODES AND LOADS
�r a*e
�'
tea+
Richard K Davis Cars4uction Corp. _
- Sea sl Curbs
iO1 Fort Pierce, Florida
Seaooasl Curtis
BUTLER
,
Butler Manufacturing
20
`� 1726
b
_
17.029856-07
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 12JI12018
BEC
Updated for cared base shear
22R018
__
BEC ! BHL
2
PITS
t.
BUILDERICONTRACTOR RESPONSIBILITIES
Butler Mfg. follows the guidelines as outlined in the RISC and MBMA Codes of Standard Practice.
Butler Mfg. standard product specifications, design, tabricat[on, 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
andjur[sdcthons as required. Approval of Butter 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 gover.
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. All interface ancifor compatibility of any materials rot furnished by Butler are to be
considered and coordinated by the builder or AIE firm
CONSTRUCTION & ERECTION RESPONSIBILrfY
The Builder is responsible for construction in strict accordance with Butler Mfg.
"FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not
response for wok 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 MBMACode of Standard Practice
(in Canada - CSA S16), which require U500 tolerance of installed members. Occasional
field work including shimming, cutting, coping, and dulling for final fit -up are considered part of
erection Specified fieldwork 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 bolding erector shall be properly licensed and experienced in erecting metal building systems.
The Bolder is responsible for having knowledge of, and shall comply with, all OSHA reguiremerds
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 biding completion and shall rot be considered
as adequate erection bracing See Election Guide.
DOSTING STRUCTURES
Butler must be advised of arry structure that is within 20 R of Butler's building. Load effects
from snow drifting, wind effects, and seismic separation must be considered for both the new and
existing structures. Butler has designed the new Butler building for these effects. The ownerRxllder
are responsible for employing a Professional Engineer to review and verify the existing structure
for all load effects from the adjacent Butler building.
R-NId C[
Tersion brace rods work in pains 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 mendmers,
Adq :I;1I
it is the responsibility of the builder to have adequate equipment available at the job site to
unload trues 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 starts MUST be noted on the Bill -of -Laing or delivery
receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.QE L 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 stripping document
Neither the Manufacturer car the carrier is responsible for material shortages against giartkies
billed on the shipping docment if such shortages are not noted on the shipping documents upon
delivery of material and admowledged by the carriers agent. For materials concealed in bundles,
boxes, or crates, shortages must be reported imniedwtely upon unpacking. Should products get
wet, bulled and crated materials must be unpacked and unbundled immediately to provide
drainage of trapped moisture. See Erection Guide for properjob 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 mezzardnes must be designed by a professional engineer. The engineer must ensure
that proper isolation from the Butler bLuldmg has been provided to avoid structural damage due to
deferential movements, or inadvertently apply loads to the Butler structure. Butler accepts no
responsibility for the resign of the independent mezzanine.
FIRE CODE COMPLIANCE
it is the responsibility of the project design professional and builder to comply with local fire code
regulation inducting 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 ills 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,
bit is not limited to, removal of roof or wall cladding, removing or proving any flange braces or
rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, eta
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 add'tiors, alterations, or added loads to this structure.
If the builder intends to invoke Butler ft for modifications in excess of $1000, The builder
mint notify Butler Mfg. immediately, and obtain a Work Authorization nation 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, drilring, chipping I 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
Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler The engineer responsible for the design of the wall system is responsible for coordinating with, or
structure must be designed by a qualified professional to deliver lateral loads to primary frames s to Butler Mf
and rod bras stets u brad and suspension connections must not inn torsion compatibility,
9 9 ankh wall, a steel wall
to Butler
compatibility issues such n drill and deflection
sun
n9 Equipment rag snsPe pose canpatihility, special base details, and wall to Butler steel connections. All fasteners, sealant and
.or-minor_axis loads, or cause local distortion in arry Butler components. Butler accepts no counter flashing of wall systems are to be provided by contractor. The engineer responsible for
responuibirfl for design ci insfallation of bracing systems not furnished by Butler. — __ _ - _ __-the wall shall design the anchorage to Butler supporting elements consistent with Code
FIELD WELDING required forces — - - - - -- - - - - - -- -
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
arry 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 AISC341 criteria
(20 ftdbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (30ODeg C).
MCS1:rcC�.
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.
Flow loading signs shall dearly indilcate maximum floor live load permitted.
Bulk storage facilities shall have signs dearly posted on all loaded walls indicating the type
of commodity stored and the maximum storage height. Signs shall be clearly visible when
buldng is fully loaded to design level. Overloading of floors or walls may result in failure.
PANELS
Oil canning is an inherent characteristic of cold formed steel panels. it is the result of several
factors that include induced stresses in the raw material delivered to Butler, fabrication methods,
Installation procedures, and post Installation thermal forces. Thru fastened panels will exhibit
some dumpling when Installed, especially when insulation is installed between panels and
secondary u Dimpling can be minimised by careful installation, taking care not to
over drive
Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then
springing bads into place. AO panels experience this action to some degree, especially with
concealed dip 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 decdug, or rigid board Insulation. Aminimurn of
3 [rich thick blanket is recongnrerded over steel secondary members, or 2 inch over substrates.
Oil carving, dimpling, and roof ramble do rat affect the structural integrity or weather tightness
of the panels and is rot grounds for rejection of panels.
The Standing Seam joird 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 rode requlremerls.
Butler is not responsible for drainage designs, overflow scuppers, down piping, eta The project
professional and contractor are responsible to ensure that primary drains and overflow devices
such as scuppers and au illary drains are provided as required for the required rain intensity at
the bulid[ng perimeter and at valley conditions to prevent porch g.
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 emrirommerdal conditions. Members
Moll be kept free of the ground and properly drained during job site storage. It is the Builder's
resposbility 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 Butlers shop coat.
BIfTLER MFG. ACCREDiTAMONS AND APPROVALS
Fabricator Approvals
IAS AC472 Approvals: (www.iasonliro orglMetal Wlding_SystemslMB.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 Courtly, NV 43 & 833, San Bernardino Courtly, CA28%
State of Utah, City of Rictmord, Ca
Design Approvals
IAS ACr472 Approvals: (www.Lwou0ne.orgWkW Buldirg_SystemslMB Mill)
Listed ceder Butler Manufacturing, a Division of BlusScope Buildings North America, Inc.
Canadian CSAA660 Certifications
(httpJeng.cwbg-W.-WCerticetionfPageslCertifiiedC Rm,,IearctLaspx)
Listed under MueScope Buildings North America, Inc.
Ergif eedr g Ceriffirationsof AWmr&Aon-- — _
USA,-ARk576; FL#30427, ID#C-2470, IL#184-002649; KS#E-29, MS#E-0592 -
MO#E-2010007736; NCNF-09%; OK#CA4170PE; SD#C-1787; TXW-4828; W1f/ =059-00;
CAN-ASWO8900; NSi =23; OW00148796; and Yr#PP134
FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
^
BUTLER MANUFACTURING
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
v
1540 GENESSEE ST. KANSAS CITY, MO 64102
ERECTION NOTES
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRTTEN APPROVAL OF BUrLER MFG.
Richard K Davis Consinrcam Core.
JOB^
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FORACCURATE
ciao Seacoast Curbs
crone-029856•.01
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE W rrH THIS
'a• Fort Pierce, Florida
BUTLER
202018
COMPONENT FURNISHED BY BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
rn.xwE«
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
SeacoastCwhs
Butler Manufacturing
Manufacturing
BEC r BHL
REQUIREMENTS SPECIFIED BY BUTLER.
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
NTS
,� *�
3
Notes for Large Clear Span Projects (120, and greater)
- Large clear span projects wiii vertica.<iy aeriect under
their self weight as well as under the additional weight
of material attaching to the frames (collateral load).
- Three reference schematics are provided. The first
schematic is the frame in its theoretical unloaded
position (no settlement). The second schematic is
the frame settlement under the dead load of material.
The third schematic is the frame settlement under dead
load and collateral load.
- During the course of construction, there may differential
settlements in rafter elevations from frame line to frame
line. As long as settlements do not exceed the schematics
as displayed, no concern is necessary.
- If the settlements exceed the schematics, review the
situation with your Service Center to insure the
structural integrity of the building system supplied.
- There are many field conditions which can cause this
variation in elevation. if all other field conditions have
been reviewed and determined to have been installed
correctly in accordance to provided drawings, shimming
of the frame is a viable solution to adjusting elevations
to a correct level.
- Shims are to be provided by the Erector.
- See Butler's Widespan Installation Guide (3586)
- Section E (Bolt Tightening E-4) for shimming guidelines.
1) Undeflected Shape
* Slope as been adjusted to
create a camber to remove
DL deflection. DL includes
o frame selfweight, purlins, o
insulation, roof panel. '
o,
Al
1001-0"
2) Deflected Shape - DL
T
Grid Line X
1.1 19,-11 15/1611
2 19,-10 7/16"
3 19,-10 7/16"
4 19,-10 7/16r'
5 19,-10 7/16"
6 19'-10 7/16"
X 7 19'-10 9/16"
8 19'-10 9/16"
9 19'-10 7/16"
10 19'-10 7/16"
10.9 19'-11 15/16"
100'-0"
3) Deflected Shape - DL +CG
FOR CONSTRUCTION
THE BUTLER MFG, ENGINEERS SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
w
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
■�!—
BUTLER MANUFACTURING
NUFACTCITY,
ERECTION NOTES
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. ITKANSAS
1540 GENESSEE ST. MO 64102
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEERS SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
Ridard K Davis Consbuc6on C.P.
M298 "I
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR ER ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
a.ra. Seamast Curbs
DESIGN OF ANY OTHER PRODUCT OR
IP IN ERECTING THIS BUILDING IN ACCORDANCE WITH
GOOD QUALITY WORKMANSHIP
Fart Pierce, Florida
BUTLER
2?f2018
COMPONENT FURNISHED BY BUTLER EXCEPT
D
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE
ERECTION INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
cr: Seacoast Curbs
Buller Manufacturing
BEC / BHL
REQUIREMENTS SPEcinED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
THE RE
NTS
wm,,: 2017.2b
4
wernex."c. namw<r
vramr
n.an
.a�mm„ew.eemv+ra�a.�,m�
Q
E
O E
J
WIDTH
2 112" 2 1/2"
64mm 64mm
'I
L
D1 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Dim: A=1'-1 1/2"
Elev.=100'-0"
NUT
HARDENED
WASHER
4" (102mm)
PROJECTION
h w BOTTOM OF COLUMN
1z BASE PLATE ELEV.
J m -TOP OF FOUNDATION -CONSIDER
m 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
Dim. A
E
N $
63J
�E
N
102mm 127mm
D2 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Dim: A=1'-1 1/2"
Elev.=100'-0"
1!2" (13mm) DIAMETER
CONCRETEANCHORS
(BY OTHERS)
JAMB
LU Z
_-_-_- �E
W
n U11,
LU
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" 511118.5 EQ=23/4"70mm
10 EQ = 31/2" 89mm, 11.5 EQ = 41f4" 108mm
FRAMED OPENING DETAIL
Q
E
O .{{l}
T T
+ N
WIDTH
2 11T' 2 112" —
64mm 64mm
C
L
D3 (4)l 1/4" Dia. GR36 Anchor Rods
Plate W=9" L=1'-1"
Dim: A=1'-1 1/2"
Elev.=100'-0"
IVARIES
BOTTOM OF
COLUMN
BASE PLATE �
STD =1/2" (13mm)
FLUSH = 0" (Omm)
TYPICAL COLUMN
BASE PLATE DETAIL
OPENING WIDTH
D4 (4)3/4" Dia. GR36 Anchor Rods
Elev.=100'-0"
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"36KSQ.
(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 BY OTHERS.
3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED
AND DETAILED AS "CAST4N-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.S
VARIATIONS ARE SUMMARIZED BELOW;
a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE
GROUP; • 118"
b. CENTERS OF ADJACENT AR GROUPS; ♦-V4'
e. TOPS OF AR'S; •-1M'
d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS
ALONG COLUMN LINE; •-114" PER 100FT., NOT TO
EXCEED I" TOTAL.
e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN
LINE; ♦41,17
S. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE
REACTIONS REPORT.
9"
1112" " F".
OPENING WIDTH
D5 (4)3/4" Dia. GR36 Anchor Rods
Elev.=100'-0"
N
Finished Floor Elevation=1OT-0' (Unless Noted Otherwise) FOR CONSTRUCTION
<'> 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 SUPPUERS ENGINEER.
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
NOTAPPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BYBUTLER
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
PRIOR WRITTEN APPROVAL OF BUTLER MFG,
THE GENERAL CONTRACTOR ANDfOR 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.
OF STANDARDS PERTAINING TO PROPER ERECTION,
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
INCLUDING CORRECT
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ANCHOR ROD PLAN - DETAILS
_
Richard K. Davis Consbuction Corp.
"uraex Seacoast Curbs
a« Fort Pierce, Florida
..r�cr: Seacoast Curbs
BLITLFR "
BuUar Manufacturing
17129856-01
1 212/2018
BEC
Added D4 8 D5
2/2/2018
BEC f BHL
NTS
6
wesuxaE. nmsnsa
wm. ,"nu
e""m"a.sa"a.�+u.wmw,"m.=
• Bracing Part Schedule
Part Qty Length
03RS2809 B 28'-9"
05RS3509 8 35-9"
07RS3503 8 35'-3"
03RS2603 2 26'-3"
F` • 'i
Ta
1 1'-3"
❑ Dimension Key
Detail
BRO1G2
BR01G2
BRO1G2
BRO1G2
I I f
I I PRIMARY AND ROOF BRACING PLAN
1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
.r SIDE OF THE WEB AS THE HILLSIDE WASHER.
vsee.awr.F: n�esm
bna aname-manuraaunn an ,.na a=can ressc
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
ONLYTO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COMPONENT FURNISHED BY BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIED BY BUTLER.
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
11
XO11
'
�
i
i
m
M
m
a
i
X
i
I
rat
1
N
O
X
N
r
X
a
i
W
i
_._1.
�
i
b
N
X
w
ei
M
X
W
a
i
W
i
i
n
a
W
m
Ke
a
T
N
r-1
BL
{CX010
a=entrance mnopy FOR CONSTRUCTION
BUTLER MANUFACTURING
1640 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY AND ROOF BRACING PLAN
e"e Richard K. Davis Construction Corp. JOBR
17029856
Seacoast Curbs Dore
'°• Fort Pierce. Florida Bl1TLER 0311212011
nmecv S-coast Curbs Butter Manufacturing SOZ %
NTS 20172b 7
vnrmie n-. .em,aa.sme."rwf n.mr„mcvk
Frame Member
` Part Mem
Schedule
Width
Thick
WebThk.
Depthl
Depth2
Approx.Lgth
Approx.Weight
Detail
Cee Mark No
CX001
1
5.0000
.1875
.1345
1-0"
1'-0"
161-7 3/8"
228a
RBX001
2
5.0000
.1875
.1345
9"
9"
301-11 7/16"
331#
3
5.0000
.1875
.1345
9"
9"
4
5.0000
.1875
.1345
9"
9"
5
5.0000
.1875
.1345
9"
9"
RBX002
6
5.0000
.1875
.1345
9"
9"
34'-1"
3671
7
5.0000
.1875
.1345
9"
9"
8
5.0000
.1875
.1345
9"
9"
9
5.0000
.1875
.1345
9"
9"
RBX003
10
5.0000
.1875
.1345
9"
9"
34'-0 15/16"
367♦
11
5.0000
.1875
.1345
9"
9"
12
5.0000
.1875
.1345
9"
9"
13
5.0000
.1875
.1345
9"
9"
RBX004
14
5.0000
.1875
.1345
9"
9"
30'-11 1/2"
332f
15
5.0000
.1875
.1345
9"
9"
16
5.0000
.1875
.1345
9"
9"
17
5.0000
.1875
.1345
9"
9"
CX002
18
5.0000
.1875
.1345
1-0"
1-0"
16'-7 3/8"
228A
EPX001
19
6.0000
.3125
.1345
1-0"
1-0"
17'-7 5/8"
255}
BR25BD
JCP053063
EPX002
20
6.0000
.3750
.1345
1-0"
1-0"
18'-8 5/8"
316i
BR25BD
JCP053063
EPX003
21
6.0000
.3750
.1345
1-0"
1'-0"
161-8 5/8"
316!
BR25BD
JCP053063
EPX004
22
6.0000
.3125
.1644
11-0"
1-0•
17'-7 5/8"
255!
BR25BD
JCP053063
65'-0 11/16^ 0.500:1
13 @ 4
QBolt Connection 6 Plate Schedule
Id Oty Grade Bolt Bolt Plate Rows Rows PartNo
Dia. Length Thick. Out In
A 4 A325 112" 1 1/2" 3/8" 1 1 49080
B 4 A325 1/2" 1 1/2" 1/4" 1 1 49080
C 8 A325 1/2" 1 1/2" 1/4" 2 2 49080
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
Frame Clearances
Horiz. Clearance between members l(CX001) and 18(CX002): 126-4"
Vert. Clearance at member 1(CX001): 16'-7 3/8"
Vert. Clearance at member 18(CX002): 16'-7 3/8"
Vert. Clearance at member 19(EPX001): 171-7 1/2"
Vert. Clearance at member 20(EPX002): 18'-8 1/2"
Vert. Clearance at member 21(EPX003): 18'-8 1/2"
Vert. Clearance at member 22(EPX004): 17'-7 1/2"
Finished Floor Elevation - 1001-0" (Unless Noted Otherwise)
p 4 4 65'-0 13 /16. 0,500:12
�� 13 @ 4'-3"
_0^ 26-0
CL
8 20-8 1/2" Ridge Ht.
7 3 @ 2-2 1/16"
6 2-2 1/8"
5 2-2 1/16"
4 l'-1 3/8"
4 (1)JCP053063
3 3-0"
3 (1)JCP053063
2 2-11 15/16"
2 (1)JCP053063
1 10"
1 (1)JCP053063
❑ Dimension Key
O Part Key
^ 1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
Al 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
FRAME CROSS SECTION AT FRAME LINES) 1.1
Shape Name = Manufactunng shop Wall 4, Frame 1
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOTAPPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR ANINOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
DESIGN OF ANY OTHER TOR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COMPONENT FURNISHED BY BUTLER
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
mvunacrc. NTS
FOR CONSTRUCTION
FRAME CROSS SECTION AT FRAME LINE(S) 1.1
Ridwrd K Dads Consbudion Corp.
a� Seacoast Curbs
Fod Fierce, RwWa BUTLER
Seacoast Curbs Butler Manufacturing
20172b
8
Frame Member
Schedule
Part
Mem
Width
Thick
WebThk.
Depthl
Depth2
CX003
1
8.0000
.5000
.1875
1-0"
3'-6"
RBX005
2
6.0000
.5000
.2500
3'-9"
2'-11"
3
6.0000
.5000
.1875
2'-11"
1-11"
RBX006
4
6.0000
.3750
.1345
1'-11"
1-11"
5
6.0000
.3750
.1875
1'-11"
3'-6"
RBX007
6
6.0000
.3750
.1875
3'-6"
1'-11"
7
6.0000
.3750
.1345
1'-11"
1'-11"
RBX008
8
6.0000
.3750
.1875
1'-11"
2-11"
9
6.0000
.5000
.2500
2'-11"
3'-9"
CX003
10
8.0000
.5000
.1875
1-0"
3'-6"
QBolt Connection 6 Plate
Schedule
Approx.Lgth
Approx.Weight
Id
Qty
Grade Bolt
Bolt
Plate
Rows
Rows
PartNo
13'-8 1/2"
696i
Dia.
Length
Thick.
Out
In
26-8 7/16"
1475i
A
16
A325 7/8"
3 1/2"
5/8"
4
4
0097380
B
8
A325 3/4"
2 1/2"
3/8"
1
3
0097284
38'-4"
1337/
C
10
A325 3/4"
2 1/2"
1/2"
3
2
0097284
<S>
- (2)
Washers (095872)
req'd at Flange
Brace
to Secondary.
38'-4"
13371
26-8 7/16" 1420{
13-8 1/2" 696f
65'-0 11/16" 0.500: 1:
13 @ 4'
6
A
n V o
m O
I
I
1
I RBX005
.r
0
_ o
8 20-8 1/2" Ridge Ht.
7 3 @ 2'-2 1/16"
6 2-2 1/8"
5 2'-2 1/16"
4 1'-1 3/8"
3 3'-0"
2 2'-11 15/16"
1 10"
f-IDimension Key
" 1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR All SECONDARY CONNECTIONS,
Ak 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
RBX006
RBX007
130-0"
FRAME CROSS SECTION AT FRAME LINE(S) 2
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THEINFUHMAIIUNHtH .N Nb IHENHUPEHTYOF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MPG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. N
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE W ITHOUT
THE BUTLER MFG, ENGINEERS SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MPG.
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL. CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COMPONENT FURNISHED BY BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIED BY BUTLER.
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
Frame Clearances
Horiz. Clearance between members 1(CX003) and 10(CX003): 121'-4"
Vert. Clearance at member 1(CX003): 13'-8 1/2"
Vert. Clearance at member 10(CX003): 13'-8 1/2"
Finished Floor Elevation - 100-0" (Unless Noted Otherwise)
65-0 11/16" 0.500;12
-13 @ 4'-3"
6
A n
V V
mm C o r o
W W m dm
(
(
RBX008
A I
I
O .\9
W
N
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
NTS
FOR CONSTRUCTION
FRAME CROSS SECTION AT FRAME LINE(S) 2
Rirlmrd K Datis Cons -b- C.P.
Seawast Curbs
oe Fort Fi-, Florida SUTLER
R: Seacoast Curbs Butler Manuf-turin9
r OR
9
r
Frame Member
Schedule
Part
Mem
Width
Thick
WebThk.
Depthl
Depth2
Approx.Lgth
Approx.Weight
CX004
1
8.0000
.5000
.2500
1'-0"
3'-8"
13'-7 7/16"
797!
' RBX009
2
8.0000
.5000
.2500
3'-10"
3-3"
26-8 7/16"
1681P
3
8.0000
.3750
.1875
3'-3"
2'-1"
RBX010
4
6.0000
.3125
.1345
2'-1"
2'-1"
38-4"
1473#
_
5
6.0000
.5000
.1875
2'-1"
3-4"
RBXO11
6
6.0000
.5000
.1875
3'-4"
2'-1"
38-4"
1476}
7
6.0000
.3125
.1345
2'-1"
2'-1"
RBX012
8
8.0000
.3750
.1875
2'-1"
3'-3"
26'-8 7/16"
1682A
9
8.0000
.5000
.2500
3'-3"
3'-10"
CX004
10
8.0000
.5000
.2500
1-0"
3'-8"
13'-7 7/16"
797i
I
QBolt Connection 6 Plate Schedule
Id Oty Grade Bolt Bolt Plate Rows Rows PartNo
Dia. Length Thick. Out In
A 12 A325 1 1/8" 4" 3/4" 2 4 0097289
B 8 A325 3/4" 2 1/2" 1/2" 1 3 0097284
C 14 A325 3/4" 2 1/2" 1/2" 4 3 0097284
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
Frame Clearances
Boriz. Clearance between members 1(CX004) and 10(CX004): 121'-0"
Vert. Clearance at member 1(CX004): 13'-7 7/16"
Vert. Clearance at member 30(CX004): 13'-7 7/16"
Finished Floor Elevation a 100-0" (Unless Noted Otherwise)
A
65'-0 11/16" 0.500:12 �I'I U'I 65'-0 11/16" 0.500:12
13 @ 4'-3" i3 @ 4'-3"
w o _
o
��__
m� __ N m N o p
.p W _,____m V,
___�_
a - " _ "
N W
RBX010 RBX011
( A RSX012
I RBX009 A I
I
0
0
6 20-8 1/2" Ridge St.
5 2 @ 4'-9 3/16"
4 1'-1 3/8"
3 3'-0"
2 2-11 15/16"
1 10"
0 Dimension Key
1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
* SIDE OF THE WEB AS THE HILLSIDE WASHER
130-0-
FRAME CROSS SECTION AT FRAME LINES) 4
Sha a Name = Manufacturin Shopm Wall 4, Frame 4
THE BUTLER MFG. ENGINEER'S SEAT. APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOT APPLYTO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
THE GENERAL CONTRACTOR AND(OR ERECTOR IS SOLELY RES ZNSIBLE FOR ACCURATE
COMPONENT FURNISHED BY BUTLER EXCEPT
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
TO ANY DESIGN OR PERFORMANCE
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIEDBY BUTLER.
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
NTS
FOR CONSTRUCTION
FRAME CROSS SECTION AT FRAME LINE(S) 4
Richard K Dads Calsmrd. Corp.
o.� Seacoast Curbs
or Fort Pierce, Florida BUTLER
Seacoast Curbs Butler Manufaeturing
�san.: 20172b
E
in
Frame Member
Schedule
Part
Mem
Width
Thick
WebThk.
Depthl
Depth2
Approx.Lgth
Approx.Weight
CX005
1
8.0000
.5000
.2500
1-0"
3-8"
13'-7 7/16"
- 7974
RBX013
2
8.0000
.5000
.2500
3'-10"
3'-3"
26-8 7/16"
16810
3
8.0000
.3750
.1875
3'-3"
2'-1"
RBX014
4
6.0000
.3125
.1345
2'-l"
2-1"
38'-4"
14730
"
5
6.0000
.5000
.1875
2'-1"
3'-4"
RBX015
6
6.0000
.5000
.1875
3-4"
2'-1"
38'-4"
14766
7
6.0000
.3125
.1345
2'-1"
2'-1"
RBX016
8
8.0000
.3750
.1875
2'-1"
3'-3"
26'-8 7/16"
1682/
9
8.0000
.5000
.2500
3'-3"
3-10"
CX005
10
8.0000
.5000
.2500
1-0"
3'-8"
13'-7 7/16"
7971
65-0 11/16" 0.500:
13 @
o N
N
m I
I
I A
I
RBX013
:a h
0
- ~ u
6 20'-8 1/2" Ridge St.
5 2 @ 4'-4 3/16"
4 1'-1 3/8"
3 3'-0"
2 2'-11 15/16"
1 10"
Dimension Key
" 1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
n SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
r SIDE OF THE WEB AS THE HILLSIDE WASHER
RBX014
QBolt Connection 6 Plate Schedule
Id Qty Grade Bolt Bolt Plate Rows Rows PartNo
Dia. Length Thick. Out In
A 12 A325 1 1/8" 4" 3/4" 2 4 0097289
B 8 A325 3/4" 2 1/2" 1/2" 1 3 0097284
C 14 A325 3/4" 2 1/2" 1/2" 4 3 0097284
Frame Clearances
Horiz. Clearance between members 1(CX005) and 10(CX005): 121'-0"
Vert. Clearance at member 1(CX005): 13-7 7/16"
Vert. Clearance at member 10(CX005): 13'-7 7/16"
Finished Floor Elevation - 100-0" (Unless Noted Otherwise)
4
12 IQ I 65'-0 11/16" 0.500:12
13 @ 4-3"
RBX015
130-0"
FRAME CROSS SECTION AT FRAME LINE(S) 5
THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING. INGLUUING I Ht nl-U i IUN Hrl( , HtNYUNS I Ht YHUYtHTY OF C
ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETALS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIED BY BUTLER INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUTLER MANUFACTURING
1640 GENESSEE ST. KANSAS CITY, MO 64102
NTS
e tr
W U UJ
-- U N m
I
I
RBXO16 I
A
I
X
ur o
N
FOR CONSTRUCTION
FRAME CROSS SECTION AT FRAME LINE(S) 5
Ri&.x1 K Davis Construction Corp. 17-02985fi
East Curbs are
'IX Fort Pierce. Forks BUTLER oylzrmv
vw."vaoc
Seacoast Curbs Butler Manufacturing BUZ %
anaarsao.: �sew,c 20172b 12
BUTLER MANUFACTURING
1640 GENESSEE ST. KANSAS CITY, MO 64102
NTS
e tr
W U UJ
-- U N m
I
I
RBXO16 I
A
I
X
ur o
N
FOR CONSTRUCTION
FRAME CROSS SECTION AT FRAME LINE(S) 5
Ri&.x1 K Davis Construction Corp. 17-02985fi
East Curbs are
'IX Fort Pierce. Forks BUTLER oylzrmv
vw."vaoc
Seacoast Curbs Butler Manufacturing BUZ %
anaarsao.: �sew,c 20172b 12
`
Frame Member
Schedule
Part
Mem
width
Thick
WebThk.
Depthl
Depth2
Approx.Lgth
Approx.Weight
CX005
1
8.0000
.5000
.2500
1-0"
31-8"
13'-7 7/16"
797#
RBX017
2
8.0000
.5000
.2500
3'-10"
3'-3"
261-8 7/16"
1688#
3
8.0000
.3750
.1875
31-3"
21-1"
" -
RBX014
4
6.0000
.3125
.1345
21-1"
21-1"
381-4"
1473f
5
6.0000
.5000
.1875
21-1"
31-4"
RBX015
6
6.0000
.5000
.1875
31-4"
2'-1"
38-4"
1476e
7
6.0000
.3125
.1345
21-1"
21-1"
RBX016
8
8.0000
.3750
.1875
2-1"
31-3"
26'-8 7/16"
1682f
9
8.0000
.5000
.2500
31-3"
31-10"
CX005
10
8.0000
.5000
.2500
11-0"
3-8"
13'-7 7/16"
7970
QBolt Connection 6 Plate Schedule
Id Qty Grade Bolt Bolt Plate Rows Rows PartNo
Dia. Length Thick. Out In
A 12 A325 1 1/8" 4" 3/4" 2 4 0097289
B 8 A325 3/4" 2 1/2" 1/2" 1 3 0097284
C 14 A325 3/4" 2 1/2" 1/2" 4 3 0097284
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
Frame Clearances
Horiz. Clearance between members 1(CX005) and 10(CX005). 121'-0"
Vert. Clearance at member 1(CX005): 131-7 7/16"
Vert. Clearance at member 10(CX005): 13'-7 7/16"
Finished Floor Elevation - 1001-0" (Unless Noted Otherwise)
65' 0 11/16" 0.500:12 1 )SI 65'-0 11/16" 0.500:12
13 @ 4'-3 13 @ 4-3"
6 6
H A
C I
RBX014
I A
I RBX017
CI
0
1 U
8 20'-8 1/2" Ridge Ht.
7 3'-0"
6 2 @ 4'-4 3/16"
5 1'-1 3/8"
4 1'-11 3/4"
3 11-0 1/4"
2 2'-11 15/16"
1 10"
F-lDi.ension Key
-
-. _ - mm m
RBX015.
130'-0"
FRAME CROSS SECTION AT FRAME LINES) 6
W
1 f`
I
RBX016 l
A )
1
X
N
1
Shape Name - Manufacturing Shop Wall 4. Frame 6 FOR CONSTRUCTION
1. USE U2 X 1 NUT (47120)
A325T BOLT (EN
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
PRODUCTRMANCOF ER
OMFG.AN
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
BUTLER FOR IBED IN THE
BUTLER MANUFACTURING
RS
BOLTS
WASHERS SNUGNECTIONS, FLANGE SECONDARY CONNECTIONS,
DESIGN
MFG. AND DESIGN AND PERFORMANCE
RAND
APPLICABLE PURCHASE ORDER AND MAY ONLY OR THAT
U CHASE ORDER REPRODUCED ONLY FOR THAT PURPOSE IT
1540 GENESSEE ST. KANSAS CTTY,MO 64102
FRAME CROSS SECTION AT FRAME LINES 6
SW10EC
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
AND
REQUIREMENTS SPECIFIED BY BUTLER
SMALL NOT BEN R
OR USED FOR ANY OTHER PURPOSE WITHOUT
UNLESS NOTED OTHERWISE
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
APPROVAL OF
Richard K Davis Constnxtion Corp.
17-029856-01
SIDE OF THE WEB AS THE HILLSIDE WASHER
PERFORMANCE OR
NOTAPPLYANYTO OTHER PRODUCT
DESIGN OF ANY OTHER PRODUCT OR
a..mc Seamasl Irby
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
�+e
COMPONENT FURNISHED BY BUTLER EXCEPT
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
Fort Pierce, Florida
BUTLER
03'122018
TO ANY DESIGN OR PERFORMANCE
PERFBYBUTLER
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALLAPPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
Seacoast Curbs
"
in0
Butler Man2017
SOZ 1 OR
NTS
13
REQUIREMENTSDESIGNPE
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
`M1e`�'s 20172b
21
ware„+.¢ n�aw"r
rnrm�" a,aal
.em","a,mo.anww.,.,m..m
Frame Member
Schedule
Part
Mem
Width
Thick
WebThk.
Depthl
Depth2
Approx.Lgth
Approx.Weight
CBX001
10001 5.0000
.1345
.3125
9"
9"
61-11 1/8"
1014
CX006
1
8.0000
.5000
.7500
1'-0"
3-8"
17'-5 11/16"
2046f
RBX034
2
8.0000
.5000
.2500
31-10"
3-4"
221-2 3/8"
1286i
3
8.0000
.3750
.1875
3`-4"
2'-2"
RBX019
4
6.0000
.3125
.1345
2`-2"
21-2"
38'-4"
1500i
5
6.0000
.5000
.1875
2-2"
3-5"
RBX020
6
6.0000
.5000
.1875
3'-5"
2'-1"
38'-4"
14864
7
6.0000
.3125
.1345
2-1"
2`-1"
RBX035
8
8.0000
.3750
.1875
2'-1"
3-3"
221-4 5/16"
12710
9
8.0000
.5000
.2500
3'-3"
31-10"
CX007
10
8.0000
.5000
.2500
1'-0"
3`-8"
17'-5 11/16"
1206►
0
14 61-3 7/8" 4.000.12
13 20`-8 1/2" Ridge Ht.
12 2 @ 1`-1 3/8"
11 2 @ 1-6"
10 11-1 1/8"
9 3`-0"
8 2'-11 15/16"
7 2 @ 4`-4 3/16"
6 1'-1 3/8"
5 1-11 3/4"
4 2'-1 1/4"
3 1-10 15/16"
2 10"
1 13-6 1/2"
Dimension Key
()Bolt Connection i Plate Schedule
Id Oty Grade Bolt Bolt Plate Rows Rows PartNo
Dia. Length Thick. Out In
A 4 A325 1/2" 2" 3/8" 1 1 0097280
B 14 A325 7/8" 3 1/2" 3/4" 3 4 0097380
C 8 A325 3/4" 2 1/2" 1/2" 1 3 0097284
D 12 A325 3/4" 2 1/2" 1/2" 4 2 0097284
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
Frame Clearances
Horiz. Clearance between members 1(CX006) and 10(CX007): 1211-0"
Vert. Clearance at member l(CX006): 13'-4 9/16"
Vert. Clearance at member 10(CX007): 131-4 9/16"
Finished Floor Elevation - 100-0" (Unless Noted Otherwise)
A
65`-0 11/16" 0.500:12 6 I"II 651-0 11/16" 0.500:12
13 @ 4'v �� 13 @ 4'-3"
0 0
m w m
RBX034
RBX019
RBX020
FRAME CROSS SECTION AT FRAME LINE(S) 7
RBX035
x
0
Shape Name - Manufacturin2 Shop Wall 4, Frame 7 FOR CONSTRUCTION
1. USE 1R X 1 12 A325T BOLT (49080) AND NUT (47120)
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
C
BUTLER MANUFACTURING '
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
ONLY TO THEWORK PRODUCT OF BUTLER
MFG. AND DESIGNIGN AND PERFORMANCE
NDESIN
BUTLER MFG. IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
1540 GENESSF�ST. KANSAS CITY, M064702
FRAME CROSS SECTION AT FRAME LINE(S)T
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FORANY OTHER PURPOSE WITHOUT
Richard K D.vie C-tred- Corp.
t7-02985fi°7
UNLESS NOTED OTHERWISE
2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SANE
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
SIDE OF THE W EB AS THE HILLSIDE WASHER
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANYRNI OTHER PRODUCT OR
�` Searoasl Curbs
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
w.re
COMPONENT FURNISHED BY BUTLER EXCEPT
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
�` Fart Rerce, Florida
BUTLER
,
03!12/2018
owa+«or
SOZ / DR
TO ANY DESIGN OR PERFORMANCE
pRAINING. DETAILS REFERENCED W THIS DRAWING, ALLAPPUCABLE BUTLER MFG.
Seacoast G"
REQUIREMENTS SPECIFIED BY BUTLER
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
Butler Manufacturing
NTS
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
,
.eaoa 2D1721,
14
Frame Member Schedule
_
Part
Mem
Width
Thick
WebThk.
Depthl
Depth2
Approx.Lgth
Approx.Weight
CBX001
10001
5.0000
.1345
.3125
9"
9"
6'-11 1/8"
101#
CX008
1
8.0000
.5000
.7500
1-0"
3-8"
17'-5 11/16"
2046/
RBX034
2
8.0000
.5000
.2500
3'-10"
3'-4"
22'-2 3/8"
1286/
3
8.0000
.3750
.1875
3'-4"
2'-2"
'
RBX019
4
6.0000
.3125
.1345
2'-2"
2'-2"
38'-4"
1500i
5
6.0000
.5000
.1875
2'-2"
3'-5"
RBX020
6
6.0000
.5000
.1875
3'-5"
2'-1"
38'-4"
14860
7
6.0000
.3125
.1345
2'-1"
2-1"
RBX035
8
8.0000
.3750
.1875
2'-1"
3'-3"
22'-4 5116"
12714
9
8.0000
.5000
.2500
3'-3"
3-10"
CX007
10
8.0000
.5000
.2500
1-0"
3-8"
17'-5 11/16"
1206i
QBolt Connection 6 Plate Schedule
Id Qty Grade Bolt Bolt Plate Rows Rows PartNo
Dia. Length Thick. Out In
A 4 A325 1/2" 2" 3/8" 1 1 0097280
B 14 A325 7/8" 3 1/2" 3/4" 3 4 0097380
C 8 A325 3/4" 2 1/2" 1/2" 1 3 0097284
D 12 A325 3/4" 2 1/2" 1/2" 4 2 0097284
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
Frame Clearances
Horiz. Clearance between members 1(CX008) and 10(CX007): 121'-0"
Vert. Clearance at member l(CX008): 13'-4 9/16"
Vert. Clearance at member 10(CX007): 13'-4 9/16"
Finished Floor Elevation a 100-0" (Unless Noted Otherwise)
65-0 11/16" 0.500:12 6 6( 65-0 11/16" 0.500:12
13 @ 4'-3" ) .3 @ 4.-3"
4 A A
r �• cri n r r n cri + r
N
__ w
I RBX034
ell
0
o u
�6'-0
14 6'-3 7/8" 4.000:12
13 20'-8 1/2" Ridge St.
12 2 @ 1'-1 3/8"
11 2 @ 1-6"
10 1'-1 1/8"
9 3'-0"
8 2'-11 15/16"
7 2 @ 4-4 3/16"
6 1'-1 3/8"
5 1'-11 3/4"
4 2'-1 1/4"
3 1'-10 15/16"
2 10"
1 13-6 1/2"
Dimension Key
1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER
RBX019 RBX020
130-0"
FRAME CROSS SECTION AT FRAME LINES) 8
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THB INFUFIA'k[ QN HF1(GUN, HtM1YVNS IHt PHUYEKTY QF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COMPONENT FURNISHED BY BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
NTS
1
I
B I o
ASX035
I
I
0
a .+
o \
N
FOR CONSTRUCTION
FRAME CROSS SECTION AT FRAME LINE(S) 8
Richard K DaNs Consbudion Cap.
BUTLER
Butler Manufaclu'I
""""" 20172b
17-029856
uex Seacoast Curbs
we
03112201E
Fat Pierce, Florida
Seac 'Curbs
SOZ %
15
Frame Member
Schedule
Part
Mem
Width
Thick
WebThk.
Depthl
Depth2
Approx.Lgth
Approx.Weight
CX004
1
8.0000
.5000
.2500
1-0"
3-8"
13'-7 7/16"
797i
RBX022
2
8.0000
.5000
.2500
3'-10"
3'-3"
26'-8 7/16"
1689t
3
8.0000
.3750
.1875
3'-3"
2'-1"
RBX023
4
6.0000
.3125
.1345
2'-1"
2'-1"
38'-4"
14751
5
6.0000
.5000
.1875
2'-1"
3'-4"
RBX024
6
6.0000
.5000
.1875
3'-4"
2'-1"
38'-4"
1478i
7
6.0000
.3125
.1345
2'-1"
2'-1"
RBX025
8
8.0000
.3750
.1875
2'-1"
3'-3"
26'-8 7/16"
1683/
9
8.0000
.5000
.2500
3'-3"
3'-10"
CX004
10
8.0000
.5000
.2500
1'-0"
3'-8"
13'-7 7/16"
797i
QBolt Connection 6 Plate Schedule
Id Oty Grade Bolt Bolt Plate Rows Rows PartNo
Dia. Length Thick. Out In
A 12 A325 1 1/8" 4" 3/4" 2 4 0097289
B 8 A325 3/4" 2 1/2" 1/2" 1 3 0097284
C 14 A325 3/4" 2 1/2" 1/2" 4 3 0097284
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
Frame Clearances
Horiz. Clearance between members 1(CX004) and 10(CX004): 121'-0"
Vert. Clearance at member 1(CX004): 13'-7 7/16"
Vert. Clearance at member 30(CX004): 13-7 7/16"
Finished Floor Elevation a 100'-0" (Unless Noted Otherwise)
1 16" 0.500:12 65'-0 11
65'-0 1/ L 3 @ 4'_3" /16" 0.500:12
6 @ 41-3" , 13 @ 4'-3"
6 q @ 9'-3"
A
• • - ---- m m N m
1
RBx023
I
I
I RBX022
i
O U
1
8 20-8 1/2" Ridge Ht.
7 3'-0"
6 2 @ 41 -4 3/16"
5 1-1 3/8"
4 1-11 3/4"
3 1-0 1/4"
2 2-11 15/16"
1 10"
Dimension Key
1. USE 112 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER
RBX024
130'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 9
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HtRtVN, H N!5 I Fit r UFtH I Y OF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COMPONENT FURNISHED BY BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
NTS aua"
I
" I
RSX025 I
A I
I
O ,y
1
N
.1
FOR CONSTRUCTION
FRAME CROSS SECTION AT FRAME LINE(S) 9
Richard K Davis Construction Corp.
17-029856
a..ae Seacoast Curbs
mre
BUTLER
03/122011
Fort Pierce, Florida
Seacoast Curie
Butler Manufacturing
SOZ !
" 20172b
16
Frame Member Schedule QBolt Connection 6 Plate Schedule Frame Clearances
Part Meet Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Cee Mark No CX010 1 5.0000 .1875 .1345 1-0" 1-0" 16'-7 3/8" 228i Id City Grade Bolt Bolt Plate Rows Rows PartNo Horiz. Clearance between members 1(CX010) and 18(Cx011): 126'-4"
Dia. Length Thick. Out In Vert. Clearance at member 1(CXO10): 16'-7 3/8"
RBX030 2 5.0000 .1875 .1345 9" 9" 30'-11 7/16" 331• A 4 A325 1/2" 1 1/2" 3/8" 1 1 49080 Vert. Clearance at member 18(CXO11): 16'-7 3/8"
3 5.0000 .1875 .1345 9" 9" B 4 A325 1/2" 1 1/2" 1/4" 1 1 49080 Vert. Clearance at member 19(EPX005): 17'-7 1/2"
5 5.0000 .1875 .1345 9" 9"
4 5.0000 .1875 .1345 9" 9" C 8 A325 1/2" 1 1/2" 1/4" 2 2 49080 Vert. Clearance at member 20(EPX006): 18'-8 1/2"
RBX031 6 5.0000 .1875 .1345 9" 9" 34'-1" 3671 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Vert. Clearance at member 21(EPX007): 18'-8 1/2"
Vert. Clearance at member 22 (EPX008): 17'-7 1/2"
7 5.0000 .1875 .1345 9" 9" Finished Floor Elevation 100-0" (Unless Noted Otherwise)
8 5.0000 .1875 .1345 9" 9"
9 5.0000 .1875 .1345 9" 9"
REX032 10 5.0000 .1875 .1345 9" 9" 34'-0 15116" 367;
11 5.0000 .1875 .1345 9" 9"
12 5.0000 .1875 .1345 9" 9"
13 5.0000 .1875 .1345 9" 9"
RBX033 14 5.0000 .1875 .1345 9" 9" 30'-11 1/2" 3321
15 5.0000 .1875 .1345 9" 9"
16 5.0000 .1875 .1345 9" 9"
17 5.0000 .1875 .1345 9" 9"
CX011 1s 5.0000 .1875 .1345 1-0" 1-0" 16'-7 3/8" 228#
EPX005 19 6.0000 .3125 .1345 1-0" 1-0" 17-7 5/8" 255# BR25BD JCP053063
ERX006 20 6.0000 .3750 .1345 1-0" 1'-0" 1B'-8 5/8" 3161 BR25BD JCP053063
EPX007 21 6.0000 .3750 .1345 1-0" 1-0" 18'-8 5/8" 316# BR25BD JCP053063
EPX008 22 6.0000 .3125 .1644 1-0" 1-0" 17'-7 5/8" 255• BR25BD JCP053063
n Y TECT
65'-0 11/16" 0.500:12 4 65'-0 11/16^ 0.500:12
13 @ 4'-3" 33 @ 4'-3"
6
n A
et
v v
in m
n o 0 0
o ^ r
-----(y W
N
----
w u -- -- ----- 1 B RBX032 q ---- ----- -- -- --m- w
p A RBx03l RBX033 A
REX030 i (
GC210134 c Ix
X 9 )
X X
) a m m a )
GC210134 m m GC210134
n o o m
0 0 0
� x z
a w m X
V w w U
1
26'_0" I. 26--0" 261_01- 26'-0"
CL CL CL CL
130-0"
EL FRAME CROSS SECTION AT FRAME LINES) 10.9 B
8 20'-6 1/2" Ridge St.
7 3 @ 2'-2 1/16^
6 2'-2 1/8"
5 2'-2 1/16"
4 1'-1 3/8" 4 (1)JCP053063
3 3'-0" 3 (1)JCP053063
2 2'-11 15/16" 2 (1)JCP053063
1 1 0 " 1 (1)JCP053063
Dimension Key O Part Key
Shape Name = Manufacturing Shop Wall 4, Frame 11 FOR CONSTRUCTION
1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF /� BUTLER MANUFACTURING
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBE DIN THE C 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINES110.9
SECONDARYCLIPCONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDERAND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
I
SECONDARY
NOTED OTHERWISE. SE REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE W ITHOUT
UNLES2. SLOT REINFORCEMENT PATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. Richard K Dams Construction Corp. 17.029856-01
SIDE OF THE WEB AS THE HILLSIDE WASHER
NOT APPLY TO THETHE GENERAL CONTRACTORR
PERFORMANCE OR Seacoast Curbs mTe
DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORIO�MNSHIP IP IN IN EE RECTING THIS BUILDWERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GIN ACCORDANCE WITH THIS BUTLER oallzrmla
COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TIX Fort Pierce, Florida "
TO ANY DESIGN OR PERFORMANCE Sea l Curbs SOZ ! DR
REQUIREMENTSSP=CIFED BY BUTLER ERECTION GUIDES, AND STANDARDS BRACING.
PROPER ERECTION, Butler Manufacturing
INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS 20172b 18
COLUMN OR BEAM
WEB ---
ROD
NUT
HER 'A'
HER 'B'
ME WASHER
WEB REINFORCENENT PLATE
(IF PRESENT) MAY BE SHOP WELDED ON
EITHER SIDE OF THE WEB.
DESCRIPTION/PART NO
ROD
DIAN
NUT
HARD STM RAND MASON
A
HARD STEEL WASHER
B
HILLSDE
WASHOR
J
95321
3/0" MT WASHER 96408
1 Y EIM SWARE WASHER 46040
1 S
95230
I/f MT WASHER 95872
3/4' MT ROUND WASHER (95946)
5
952E
5 8 FLAT HASHER 95945
J 4
95235
3 a MT WASHER 95946
V MT ROUND WASHER (95948)
543335
7
RE,7
6' MT WASHER 9594]
1'
95239
I' MT WASfA 93048
1 1/e MT ROUND WASHER (95949)
5433M
7 1
95239
1 f MT WASHER 95949
11d3FNa°' ROD BRACE
BRO1132 WEB SLOT ASSEMBLY
BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT:
REFER TO:
ENB002
1/2' x 1 1/:
A325 BOLTS
(490130) FILL
All HOLES
ENDPOST
PF10C2
WIDE5PAN STRUCTURAL SYSTEM
2013 INSTALLATION GUIDE
/ �R.AN2 BRAYS AWL MCJDLY
L CONNECT 10 THE RBI OF THE
THE RMIR VLL HAVE TO BUD FRAME YUI9M
REAM -OUT TIE 0/16' DINA HOLE IN 7K
SECONDARY MEMBERS TO 13/1V OWL tlD TiDT W/
HOLES (FOR THE RODS- TIAHR BRA. THID RANGES
Wr01 A 3/4' x I J/P A323 BOLT MIEN
REOURED.)
O
FLANGE BRACE REOVIREMENTS: ALTON7,TE araECT°s
RULEIP- 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).
RULE83- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
WHEN PART MARK IS ACCOMPANIED BY (2).
RULEA4- WHENEVER POSSIBLIE, PLACE SINGLE BRACES TOWARD THE
CENTER OF THE BUILDING.
RULEJ5- 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.
"a M60 TYPICAL FLANGE BRACE CONNECTIONS
BR06AE CGNT. PURLIN LAP SHOWN. CONT. GIRT & SIMPLE PURLIN
A325 BOLTS
SEE ERECTION C
DRAWINGS FOR
EXACT SIZE
FILL ALL HO
Qom/
MEMBER
(Cx-)
pl9
RAFTER BEAM
(RBX-)
n74un�n 1u VVLVrVIIV VVIVIVCVIIV IV
BASIC ERECTION GUIDE STRUCTURAL- --pF01At - — - - — TOP BOLTED COLUMN
ROOF BEAM
ROOF
BEAM
U
i 1) Z I
FK
HORIZONTAL w w
CLEARANCE U I < U
EXTERIOR F < HORIZONTAL
COLUMN � w CLEARANCE
HORIZONTAL SPLICE — — — I v COLUMNEXTERIO
VERTICAL SPLICE
L- ROOF —(---------
BEAM I
BASE
6 I w PLA
Lai z FINISHED FLOOR
TITS INTERIOR I F B: ELEVATION 100'-0'
2' E.W. GIRTS COLUMN I (TYPICAL UNLESS
NOTED OTHERWISE
1 -u n1 T e n 1/L FIN. GIRTS U z U )
F<1
6' AT ALL INSET GIRLS w w I COLUMN BASE PLATE
INTERIOR COLUMN SPLICE u ( NOTE: BASE OF COLUMN MAY
NOT BE AT FINISHED FLOOR
RAKE BEAM CONNECTION nrxUre0B me m''HafO CLEAR HEIGHT DIMENSION WORK POINTS
TO ENDPOST PFRO07 I AS SHOWN ON FRAME CROSS SECTION DRAWINGS
FRAME REINFORCEMENT
PLATE (WHEN REQUIRED)
BRSX-
ENDPOST BRACKET J
(B BOLTS TO ENEIPO57)
DR25BD
A325 1301
SEE ERE(
DRAWINGS
EXACT SE
FILL ALL
RAKE
BEAM
NOTE: ALL BOLTS TD BE
1/2' X 1 1/2' A325
NOTE: ALL BOLTS TO BE
1/2' % 1 i/2' A325
BOLTS
BOLTS (49080) (U.N.O.)
JCP051140 ON ONE SIDE
OF PURLIN AT FLANGE BRACE
CONNECTOR CUP
CONNECTION (WASHERS NOT
-(2 BOLTS)
REQUIRED)
USE WHEN
(2 BOLTSOLTS EACH END)
(MAY BE INSET)
BEAM I BR25DH
RAFTER BEAM
(RBX-)
HAUNCH TO COLUMN CONNECTION
FACE/VERTICAL BOLTED COLUMN
COLUMN
MEMBER
FLANGE BRACE (GFB- OR HFB e/
-) MUST BOLT
THROUGH JCP051140
ALTERNATE JCP- LOCATION
ENDPOST TOP BRACING
PURUN REINFORCEMENT
EXACT SIZE
FILL ALL HOLES
LEAN-TO BEAM ATTACHMENT
PF02G2 BELOW EAVE LEAN-70
BEAM
F - FEET G - GAGE
CX••• = COLUMN (PLATE)
I = INCHES 0 = OPERATION
CGX••• - COLUMN (GAGE)
E = EIGHTHS C = FIN/COLOR
WCX... = COLUMN (HOTROLL)
PANEL/COVERING
W 1 3 1 1 7 2 6 1 K T D
RBX.. = RAFTER (PLATE)
• F F I I E G G 0 C C C
BGX••• - RAFTER (GAGE)
LENGTH CODE
%RX••• - RAFTER (HOTROLL)
INSULATION
TRX••• = TRUSS RAFTER
1 8 1 3 0 1 0 3 6 0 3 0 W V
ICX••• - INTERIOR COLUMN
•• F F F 1 1 1 1 1 LE C C
PCX••• PIPE COLUMN
LENGTH WIDTH THK CODE
TCX••• = TUBE COLUMN
SECONDARY (STANDARD)
O B Z 1 9 1 1 4 1 7 - - - - -
EPX••• = ENDPOST (PLATE)
F F I I E G G • • • • •
El:.. - ENDPOST (GAGE)
DEPTH] LENGTH GAGE ADJUST,CODES
SHAPE
CBX••• = CANOPY (PLATE)
SECONDARY (SPECIAL)
CBX••• = PIGGYBACK CANOPY
0010OZ1911417---
• • • • • • F F I I E G G •
DCC••• = 8 1/Z' CAGE POST
COUNTER DEPTH& LE110R1 GnCE ADJUSTCODES
SHAPE
DOE— 10' GAGE POST
ROD BRACING RS - THREADS BOTH EMS
0 3 R S 2 5 1 0
RT = THREADS ONE END - CLEWS ONE END
I E•• F F I I
RU = CLEMS BOTH ENDS
DIA LENGTH
RP = REREAD BOTH ENDS - NO HILLSIDES
e w¢arnA3 Nam
MARK NUMBER KEY
EN5OB1
COMMON GENERATED MARK NUMBERS
RAFTER BEAM (RBX-)
MAY BE STRAIGHT
OR TAPERED MEMBER
BOLTING
PLATES
00"
A325 BOLTS-j
SEE ERECTION
DRAWINGS FOR
EXACT SIZE
FILL ALL HOLES
RAFTER BEAM CONNECTION I�
PF03A1 RAKE BEAM OR FULL FRAME
FOR CONSTRUCTION
1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120)
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
- - -
W/O WASHERS. SNUGTIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT1540
GENESSEE ST. KANSAS CITY, MO 64102
PRIMARY BRACING SED'S
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
Richard K Davis Consbuction
'®
17'029856-01
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR W RTTTEN APPROVAL OF BUTLER MFG.
SIDE OF THE WEB AS THE HILLSIDE WASHER
NOT APPLY TO THE PERFORMANCE ORP
DESIGN OF ANY OTHER
,saR Seacoast Curbs
THE ERECTOR IS SOLELYINAC RESPONSIBLE FOR ACCURATE
GENERALCONTRACTORWOWORKMANSHIP
orae
CONDO FURNISHED BY BUTLER EXCEPT
BUTLER EXCEPT
D IN ER
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUDDING IN ACCORDANCE WITH THIS
id• Fort Pierce, Florida
BUTLER
03/122010
ANT
TO ANY DESIGN OR PERFORMANCE
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
STANDARDS PERTAINING TO
: Seacoast Curbs
•
-
_
SOZ F OR
REQUIREMENTS SPECIFlm BY BUTLER
ERECTION GUIDES, AND INDUSTRY PROPER ERECTION,
Butler Manufacturing
TUTS
19
INCLUD04G THE CORRECT USE OF TEMPORARY BRACING.
vs 20172b
•ecnn.n,e nmn+sm vya,•ssmea n�xv
.a+m,aa..s=c.a.wwn•.+wm
A
1 1R2B10 2 1R2B9 3 1R2BB 4 1R2B7 5 1R2B6 6 1R2B5 7 1R2B4 8 1R2B3 9 1R2B2 10 MBI. 11
-'
%
o
r` 08225114
1BBB0 (D
® 0
(p/
0P11
0
8Z25114�iBBHO
i
Pit
Q ®
Q Q
®
/�
W Q
/�
4) 4)
I I
I I
1 I
I I
1 I
I 1
I I
I I
Imo`
I I
I 1
I I
I I
1 I
I I
I I
I I
I I
I 1
I I
I 1
I I
I 1
I I
I 1
TQ
P2
I I
P4
I 1
I I
I I
P7
I 1
I I
i I
I I
I I
I I
1 I
1 I
I 1
I I
I I
I I
I 1
I I
� � 08Z2511
I I
I I
15BBB S m
P2
I
- P1
I 1
I 1
I I
j I
I I
I I
I I
1 I
1 I
I 1
P2
I I
P9
I 1
P7
I I
I I
I I
I I
I I 08 Z25
1435BBB � �
P2
m P1
U
I 1
1 I
I I
1 I
I I
I I
Y
P3(TyP•
P2
I I
FP(Typ 1)
I I
P4
I
IjS(Typj
I 1
P7
I
I 1
1 i
1 I
t I
1 I
I 1
I 1
I I
I I
I Q
I5(TYP
3(Typ.
P2
I I
P9 (Typ.
I I
1 I
P8 (Typ.
I 1
P5 (Typ.
I I 08Z2511
8(Typ.
1
15BBB a+
_ (Typ. N
N P
I
P
P3(Typ.
P4
I
15(Typ1
I I
I vlly
`V P7 N
I
T(8(TYP
N P9 (Typ.
I 1
P8(Ty
I I
�'NP8 (T
I I
i
N P9 (TYP•
I I
� 1 1
PB (Ty
I 1
I 1 08Z25114
PS
P
I
I
_
SBBB � �
q5 (Typ
3(Typ.
I
I LJ v
I I
V I�j -1
I I
I I
I 1
I 1
I I
I I
1 I
I I
I I
Y
P2
1 e E)=
;col Q
P4
I C rm 0'
P7
� I
0- r�� a I
1 I
1 I
I 1
I I
I I
i I
I I
� ;
08z
I I
I 1
P10 dy
P2
511415HBB
I
I I
I I
j I
I I
1 1
I I
I I
I I
I I
1 I
I I
I I
1 I
I I
I 1
I I
I
W
P2
I I
I I
P4
I I
I I
P7
I I
I I
I I
I I
I I
I I
I I
I I
1 I
1 1
I 1
I 1
I I
I I
I 1
I I 0822
I I
I 1
P1
P
11415HBB
1 I
I I
I 1
1 I
I I
I I
I 1
I I
0)
Q
4 Y
P31
BZ251'411BBBO
0 0
0 Q)
x 4 082251
(� (�
411BHB F
P11
-11TTp
1R1B1 1R1B2 1R1B3 1R1B4 1R1B5 1R1B6 ~I 1R1B8 1R1B9 1R1B10
13'-9" 25-0" 25'-0" 25-0" .) 25'-0" �-- 25'-0" _. 25-0" 25'-0" — �-- 13-
'#::� — 9"
230'-0"
B B
ROOF SECONDARY PLAN
2 2'-8"
1 1'-3"
❑ Dimension Y.ey
Shape Name = Manufacturing Shop, Shape = Manufacturing Shop FOR CONSTRUCTION
1. UNLESS NOTED, USE 112 %112 A32ST BOLT (49080) AND NUT (47120)
710 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEERS SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
EXCEPT
COMPONENT DESIGN
TO ANY DESIGNPE PERFORMANCE
OR PBY ERFORMANCE
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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ROOF SECONDARY PLAN
Richard K. Davis Construction Corp.
ro.¢n: Seacoast Curbs
w: Fort Pierce,
Seacoast Curbs
BUTLER
e
Butler Manufacturing
2017.21,
17 29856-01
THE GENERAL CONTRACTOR ANDfOR 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.
03112/2018
_
SOZ �cl DR
NITS
20
Secondary
Part Schedule
Mark
Part
Thick. Depth
Lap
E1
00108CS2811417BI
0.0600 8
1/2"
E2
08E14ll4llDVA30
0.1130 8
1/2"
E3
OBE241141IDDB30
0.1130 8
1/2"
P1
00108ZS2811411B1
0.1130 8
1/2"
P2
OBZ1611414V303
0.0790 8
1/2"
1'-10 1/2"
P3
OBZ1611417V303
0.0600 8
1/2"
1'-10 1/2"
P4
0BZ321141455B2
0.0790 8
1/2"
3-10 1/2"
P5
08Z321141655B2
0.0680 B
1/2"
3'-10 1/2"
P6
00108JS0208017
0.0600 8
1/2"
P7
08Z301141144B2
0.1130 8
1/2"
2'-10 1/2"
P8
OBZ301141744B2
0.0600 B
1/2"
2'-10 1/2"
P9
OBZ321141755B2
0.0600 8
1/2"
3'-10 1/2"
P10
08Z321141555B2
0.0730 8
1/2"
3'-10 1/2"
P11
00208ZS161141703
0.0600 8
1/2"
1'-10 1/2"
J4
00208JS0307417
0.0600 8
1/2"
O Secondary Bracing Schedule
Id
Qty
Mark No
Spacing
1
2
PBA0206
2'-2 1/8"
2
31
CPBRA010602
1'-1 3/8"
3
401
CPBB040408(Typ.)
4'-3"
4
32
CPBB040512
4'-4 3/16"
5
56
PBA0408
4'-4 3/16"
6
24
PBA0102
4'-4 3/16"
7
12
CPBB030901
3'-7 9/16"
8
24
CPBB001002
8 5/8"
9
12
CPBB030714
3-6 3/8"
10
8
CPBB010708
1'-6"
11
4
CPBB010300
1'-1 3/8"
12
8
PBA0106
1'-1 3/8"
See
SED:
BR09K2, BR09RY, BR09RZ, BR09PK,
BR09PH
BR09JH, BR09JG, BR09K5, BR09JR,
BR18E2
BR09JK,BR18G2
OPart Mark Key
1 PG1
2 P6
3 P6 (Flip)
4 002SGA10093
5 003SGA16114
6 004SGA16114
7 002SGA19075
8 OOISGA10093
9 001SGA16114
10 002SGA16114
11 OOISGA19075
12 EWRC210
2 2-8"
1 1-3"
Dimension Key
Detail
RSB002
RS12PF,RSI2PE,RSI2PJ
RS12PA,RSI2PE,RSI2PJ
RS02T1
RS02T1,RSO1T1
RS02T1,RS01T1
RSO1T1
RSO1T1
WS20F9,WS20FB
RSO1T1
RS01T1
RS01T1
RS01T1
RS02T1,RSO1T1
WS20F9,WS2OB2,WS2OH2
Framed Opening Locations
Id Width Height Sill Ht. Frame To Dimen. Description
F01 2'-8" 2-8" 10'-5" 2 Jamb-L 13-8" Exterior Roof Load #1, Sill 8/8/1, Height 2/8/6
F01 2'-8" 2'-B" 10-5" 3 Jamb-L 13-8" Exterior Roof Load A1, Sill 8/8/1, Height 2/8/6
FO1 2-8" 2'-8" 10-5" 4 Jamb-L 8-8" Exterior Roof Load $1, Sill 8/8/1, Height 2/8/6
Shape Name- ManufacturinShop, Sha=Manufacturin shop FOR CONSTRUCTION
1. UNLESS NOTED, USE 12 X 1 12 A325T BOLT (49080) AND N111' (47120)
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
C
BUTLER MANUFACTURING
WIO WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
BUTLER MFG. IS PROVIDED SOLELY FORERECTWG THE BOLDING DESCRa�IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
1540 GENESSEE ST. KANSAS CITY, MO 64102
ROOF SECONDARY PLAN
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
RiLhard K Davis Conseucdon Corp.
17-029856-0i
OF WALL AND ROOF SHEETS.
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
3. REMOVAL OR ALTERATION OF ANY COCOMPONENT IS PROHIBITED.
APPLY TO THE PERFORMANCE ORED.
DESIGN OF OTHER PRODUCT OR
oc" Seacoast Curha
mie
COMPOONENT FURNISHED BY BUTLER EXCEPT
RNI
GOOD QUALITY WORM"SHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
'IX FM Rene, Florida
BUTLER
20 03/1218
TO ANY DESIGN OR PERFORMANCE
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
Seacoesl Cuts
,
Butler Manufacturing
SOZ I DR
NTS
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
20172b
21
BRACE Q'WE BRAQ
tOCADtn LOcTw ROOF ERECTION NOTE:
smnutY
WDNBER WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER
CHANNEL BRACE OR THE SLOTS IN THE PURUN WEB FOR
o^ ..01 A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD
o Y of THE PURUN WEB AND USE A SELF -DRILLER (55307) TO ATTACH.
o -- -- —0
GRACE
(2) 1/4-14 x 1 1/4"
(2) 1/4-14 x 1 1/4" UCT. SCREWS
R18Ci 9RAM WLL TYPIfNLY
STRUCT. SCREWS (55307)
CONNECT 10 THE •EB OF THE
RAW
(55307)
TIE WEBER MALL TO RFiD FRAME NEMIIER
REW-OR THE o/16. WIL NOE O 71E
SECONDARY MEMBERS TO 13/1G OINK CLP REOU W/
HANNEL HANNEL
HBES (rOR'DE tm09_ ELAN¢ BRACE THICK RAR65
Ir4M A 3/4' x 1 3/4' A325 DOLT LIEN
BRACE BRACE BRACE
RUM)
0
(CPB-) (CPB-)
ALTERNATE OONNECBOS
FLANGE BRACE REQUIREMENTS:
RULEg1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
—
RULE82- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON
CROSS SECTION IS NOT ACCOMPANIED BY (2).
URUN
RULE13- 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.
USE WHEN CHANNEL BRACE CHANNEL BRACE
RULE}5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
FHEN
DOES LINE UP WITH THE NOT LINE UP WITH
SLOTS IN THE PURLIN WEB. LOTS IN THE PURLIN WEB.
SINE OF THE FRAME WEB.
44 10- & 11 1/2" PURLNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP.
RE, aww. INE, M6"
TYPICAL FLANGE BRACE CONNECTIONS
ar•weaR 1 ¢v.Nnm
CHANNEL BRACE ENDING AT PURLIN WEB
BR06AE
CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
BR09JG
SELF -DRILLER WITH BENT TABS
AT EAVE STRUT BEND PBA TABS
"
USE (1) 11/32' X 1 1/4" USE (2) 1/2'
AND USE (2)11/32` X 1 1/4" T-45 GRAY
T-45 GRAY SCRUBOLT (097352) GALV. HEX NUTS
T-45 GRAY(47120) LOCATE
SCRUBOLT (097352) ANDSCRUBOLT NUT (097267)
(HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT)
OLT NUT (0BLT(
SCRU(1) NUT ON EACH
HEAD OF SCRUBOLT TO SIDE OF PURLIN
EAVE PURLIN SEE FACE OF
BE ON OUTSIDE OF USE TOP HOLE OF
BRACE ASSY. EAVE STRUT NEW
EAVE STRUT ANT -ROLL CLIP
(PBA-) FOR TAB ATTACHMENT
IF PRESENT.
\
i
FACE OF
EAVE STRUT
0 PURUN
0
ej
0
EAVE PURLIN BRACE
EAVE
USE (2) 1/2" GALV. HEX STRUT
STRUT
AVE STRUT (PBA-) AT 8 1/2", 10',
NUTS (47120)) LOCATE ((1
BRACE STRAP 11 1/2- PURUNS.
NUT EACH SIDE OF PUf(L�N
(ESBS-) (NOT RED. AT 7" PURLIN
PURUN
TO 7- EAVE STRUT)
BRACE ASSY.
BRACE
PURLIN (PBA-)(TYP.)
AVE STRUT
NOS: SEE ERECTION DRAWINGS
FOR LOCATION
FOR LOW OR HIGH EAVE LOCATIONS
N°61
-EAVE-BRACE- STRAP -AND _ EAVE PURLIN BRACE
�'0""' PEYN601 EAVE STRUT BRACE
BR09K2
LOCATED AT EAVE - CENTERLINE OF FRAME -
- BR09K5 - — — --
INT. FRAME INT. FRAME
NOTES:
rt
-DO NOT ATTACH PANEL OR PANEL CUPS TO COMPOSITE STRUT MEMBER.
INTERIOR BAY
-SECONDARY ORIENTAl10N OR SHAPE MAY BE OTHER THAN SHOWN
-COMPOSITE STRUT MEMBER MAY BE ABOVE OR BELOW SECONDARY MEMBER
(1) PURUN BRACE
] O 0
-8 1/2'. 1d, OR 11 1/2' PURLNS ONLY
0
CHANNEL
COp1r•
COMPOSITE (1) 1/4' X 6 1/4'
(2) LIN BRACE
STRUT? DROP PIN (D97556)
0 0
MEMBEa , B 5 B
CHANNELS
,
(4) PURLIN BRACE
1
CHANNELS
•(2) 1/4-14 x 1 1/4" B'
+
STRUCT FSNR (55307) �10\NO1N (,$44p15)
3" TYPICAL
QB
CLUSTER
STANDARD NOTES:
y
h
o
- PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
ROOF/WALL
0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION.
0 SECONDARY
] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.
N
SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.
CHANNEL PURLIN BRACE
E NOTE: (CPB-) LOCATE PER
- INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
IF NO ADJOINING CPB_ EXISTS. BEND THE CHANNEL ERECTION DRAWINGS
- CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER
TABS TOWARD THE PURUN WEB AND USE A SELF -
DRILLER (55307) TO ATTACH. F CPB- EXISTS BOTH
PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY.
SIDES OF COMPOSITE PURUN THEN USE DROP PINS.
PLY. DCLV) % RV. HR.00
PURLIN BRACE CLUSTER LOCATION
RY. RRL� Rl RY. 1xL W
COMPOSITE STRUT ASSEMBLY ATTACH.
BR09RZ
INTERIOR BAY CHANNEL LOCATION
BR18E2
ROOF SECONDARY
1. UNLESS NOTED, USE 12 X 1 12 A32ST BOLT (49D80) 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.
rr 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
CHANNEL !/ "
PURUN BRACE
(CPB-)(TYP.)
PURUN
DETAIL BR09JG
L(1) 1/4" X 6 1/4'
DROP PIN (097556;
(TYP. PER EACH END)
BR09JH II SI FNON(' TAPURI N WFR IIOC BRONCE
`R
0
PURLIN
L(1) 1/4' X 6 1/4"
DROP PIN (097556)
(TYP. PER EACH END)
NOTE:
1. SEE CHART FOR RIDGE BRACE
NEST AND
ASSEMBLY SELECTION.
II(�
ROTATE
2. NEST CHANNELS TO ACHIEVE
��
CHANNEIS
TO ALIGN
5" BETWEEN HOLES AND
USE DROP PINS TO SECURE.
HOLES
USED TO
SECTION SECURE
WITH DROP
(2) 1/4" x 6 1/4"
�
PINS
DROP PINS (097556)
-
ERECTION NOTE:
CHANNEL BRACES THAT END AT A PURLIN
WEB, BUT DO NOT HAVE TABS TO BEND AND
SECURE. INSERT CUP (544015) THROUGH
WEB SLOTS AND USE A DROP PIN TO ATTACH
TO CHANNEL BRACE.
(1) 1/C X 6 1/4"
DROP PIN (097556)
(2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
(55307)
WEB ENDING CUP
(0544015)
PURLIN
PURUN I USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE I "
DOES LINE UP WITH THE
DOES NOT LINE UP WITH
SLOTS IN THE PURUN WEB. THE SLOTS IN THE PURUN WEB.
M°m
n
CHANNEL RIDGE BRACE ASSEMBLY
n".wRR�n' nbm
CHANNEL BRACE ENDING AT PURLIN WEB
BR09JK
RIDGE BRACE ONLY AT SYMMETRICAL RIDGE
BR09JR
WEB ENDING CUP WITH DROP PIN
NOTE:
END FRAME TNT. FRAM!
1. SEE CHART FOR RIDGE BRACE
NEST
Pt Et
END BAY
ASSEMBLY SELECTION.
��
2. NEST CHANNELS TO ACHIEVE
II(�
-
CHANNELS
TO ALIGN
(1 PURUN BRACE
5" BETWEEN HOLES AND
HOLES
CHANNEL o ] 0 0
USE DROP PINS TO SECURE.
USED TO
SECTION
SECURE
(2) PURUN BRACE
) T 0 0
x
(2) 1/4' 6 1/4"
WITH DROP
CHANNELS
DROP PINS (097556)
PINS
(3) PURUN BRACE T T T 0
CHANNELS
(4) PURLIN E
r
CHis T
ANNELS
(i
3• TYPICAL
CLUSTER
fr
CHANNEL
STANDARD NOTES:
RIDGE BRACE
ASSEMBLY
_ PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.
(CPBR-)
THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
'I
p - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION,
INSTALL PURUN BRACES AT THIS CLUSTER LOCATION.
SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.
PURLIN
- INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
- CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTEI
PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY.
° `°'` 'q-` �: SINGLE CHANNEL PURLIN BRACE dr<mro'/® "°m CHANNEL RIDGE BRACE ASSEMBLY °�' P° ° % 09 7. 'PURUN BRACE CLUSTER LOCATION
BR09PH INTERMEDIATE LOCATION BR09PK SINGLE BRACE AT SYMMETRICAL RIDGE BR09RY END BAY CHANNEL LOCATION
NOTES;
-DO NOT ATTACH PANEL OR PANEL CUPS TO COMPOSITE STRUT MEMBER.
-SECONDARY ORIENTATION OR SHAPE MAY BE OTHER THAN SHOWN - - -- - -
-FIELD DRILL 9/16" HOLES W COMPOSITE
PURLIN FOR PBA- CONNECTION N 7' PURUNS.
t Y T
ADJUST. CODES
SCRUBOLT (097352) AND
SCRUBOLT NUT (D97257)
p'n` ' COMPOSITE EAVE STRUT - ALL DEPTHS
BR18G2 CONNECTION FROM EAVE STRUT TO PURLIN
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, RFMIMNS THE PROPERTY OF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COMPONENT FURNISHED 8Y BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
GAGE
EIGH
L IN LFNGTH
FFFTI millimeters
SHAPE
DEPTH
DEPTH SHAPE GAGE
07 = 7" Z = ZEE 11 = 0.113
08 = 8 1/2' C = CEE 12 = 0.098
10 = 10' E = LOW ENE STRUT 13 = 0.088
11 = 11 1/2' H - HIGH EAVE STRUT 14 = 0.079
15 = 0.073
16 = 0.068
17 - 0.060
SECONDARY PART MARK NUMBER -
EN51B1
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
NITS
FOR CONSTRUCTION
ROOF SECONDARY SED'S
Richard K DaNs Construction Corp. 17-029856-0i
rA� soa t Curbs e
v Fat Fierce. Florida BUTLER o3/1212018
Seacoast Curter Butler Manulacturing SSOZ 1 OR
' a 20172b 22
.awma�•arwwnMm-..k
TtyTTTT
ADJUST. CODES
GAGE
EIGHTHS
INCHEd LENGTH
FF millimeters
AP
COUNTER
DEPTH
SHAPE
CAGE
D7 = 7'
ZS = ZEE
11 = 0.113
D8 = 8 1/2'
CS = CEE
12 = 0.098
10 - 10'
ES - LOW EAVE STRUT
13 - 0.088
11 = 11 1/2-
HS - HIGH EAVE STRUT
BB = BACK TO BACK CEE
14 = 0.079
FB = FACE TO BACK GEE
15 = 0.073
FF = FACE 10 FACE CEE
16 - 0.068
17 - 0.050
SPECIAL SECONDARY PART MARK KEY
EN51B2
COMMON GENERATED MARK NUMBERS
/ 4) UT (07 THIN
HEAD BOLT (096636)
& NUT (09595032)
r EAVE STRUT
EAVE STRUT
EAVE STRUT BRACE STRAP
(ESBS-)
ERECTION DRAWING PART MARK
P
R
1W1B3
TL 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
EN5183 I - - ALL
EA'
STF
EAVE STRUT
BRACE STRAP I 0
(ESBS-) 1
o °I
0
SHIM PLATE
(SEE CHART)i
OCATION KEY
DEPTHS
(4) 1/27 A307 THIN
HEAD BOLT (096636)
& NUT (095032) _
SHIM PLATE �" - 1 `-ROOF
(SEE CHART) SIDEWALL OR
_ SOLDIER COLUMN
(2) 1/2 X 2'
A325 BOLT (097280) SHIM PLATE
SHIM PLATE FRAME OR ROOF PITCH PART
ROOF PITCH PART SOLDIER RANGE NUMBER BOLT EAVE STRUT AND
.25 70 1.99 N/A EAP1 PLANE TO FRAME W/
RANGE NUMBER COLUMN 2.52 TO 2.41 N/A (8) 1If X 2'
.25 TO 1.99 N A 2.5 TO 3.49 ESHI A325 BOLT (097280)
2_5 TO 349 ESH 3.5 TO 4.00 ESH2
25 TD 1a9 Es1Nz
15 TO 4.00 ESH3 LOW EAVE STRUT SHOWN - HIGH EAW STRUT USES SIMILAR PARTS.
r. 0A1em7mne ar. Aaw _ __ __ EAVE-STRUT CONNECTION_ _ __ "�'pA1E01/2o/1c r6"110° EAVE STRUT W/ ATTACHMENT PLATE
RS12PA AT INTERIOR FRAME --R512PE- - - ---- -- - - -INTERRIOR-FRAME—
OPTION
RR Po•S UP TO 9' X 9' USE (3) 1/4'-14 X 1 1/4-
BOB (55307) LOCATED APPROX AS SHOWN.
NO CLOSER I'M 3/B' FRW EDGE
OF CLIP OR RIES. 19 SPAC9NG NOT HEADER TO JAMB
LESS THAN 3/4- APART.
`O• O m3A
CUP (PG1)
�E[AOLTHND�K9/I6.
O 0
(z�eH) I/Y x t t/z
im
DOOR HEADER
0
II ", �Dyretl� \
ZEE GIRT \ @�
(JAMB SUPPORT \ p
CRT) DOUBLE JAMB EQl1AI. 3' EQl1AL
(2) 1/2- A307 THIN CONNECTION
HEAD BOLT (095636) JAMB, I I
& NUT (095032) SINGLE
OR DOUBLE I O O
JAMB CAN BE 1 1/Y DEEPER I I 1
MAN THE JAMS SUPPORT .1I I OPENING
(ONLY EXCEPTION: It 1 JAMB I I HEIGHT
CAN BE USED W/ B 1 CUD)
AUGN JAMB ONO GIRT AT BL
I PG1 CLIP = 3 3/4' AT 7-. 8 1/27. 10" GIRTS SECTION A -A
SECTION A -A PM067 CLIP - 4 3/4' AT 11 1/2- GILTS
JAMB TO GIRT �• ° °° ' �T• °°
WS2082 SINGLE OR DOUBLE JAMB, ANY ZEE GIRT W520F9
BEAM
SINGLE JAMB
lYJ ./c r307 THIN
HEAD BOLT (096636)
& NUT (095032)
HEADER TO JAMB
ANY HEADER, ANY SINGLE JAMB
°"� -. PURLIN AND GIRT SIZES
EN53F1 8 1/2' 216mm
NOTE SHIM PLATE
EAP2 PLATE ROOF PITCH PART
ONLY REOV RANGE NUMBER
WHEN CALLED 15 TO 1.99 N A
OUT ON FRAME 2.0 TO 2.49 N/A
CROSS SECTION 25 TO 3.49 ESHI
1 15 TO 4.00 ESH2
SHIM PLATE
(SEE CHART)
11 I
9 SOLDIER
I Q4 I a
OR SOLDIER \\d
WELDED CUP CONNECTION ��(E
ALT. CONNECTION fR ✓
PG1 CUP PG1 CUP
WELDED CUP CONNECTION
ALT. CONNECTION
ENDBAY
ROOF
PURLIN
BOLTED CLIP CONNECTION
ALT. CONNECTION
BOLTED CLIP CONNECTION
ALT. CONNECTION
CUPS MAY BE REQUIRED FOR
PURUN TO FRAME CONNECTIONS
REFER TO INOMDUAL FRAME
CROSS SECTIONS FOR BOLTED
\ CUP PART NUMBERS AND THEIR
LOCATIONS
7" & 8 1/2- PURUNS
'^"�°""@ PURLIN CONNECTION AT INTERIOR
RSOIT1 CONTINUOUS PURLWS
111 PURLIN OR -
BEAN EAVE STRUT
BCLT EAVE STRUT AND
EAP2 PLATE TO FRAME W/
/
A325 BOLT (09728D)
4i�. J• oP
•1'-0' AT 7' & 8 1/2" OUTSET
`L1n�l
1'-3" AT IV & 11 1/2' OUTSET
LOW EAVE STRUT
SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS
mox 61�LN6@
EAVE STRUT W/ ATTACHMENT PLATE
RS12PF
END FRAME
SECTION A -A
WS20FB
SINGLE JAMB
5307 THIN
T (096636)
35032)
SILL TO JAMB
ANY SILL. ANY SINGLE JAMB
INSERT PANEL CLIP
ADAPTER (0543130)
THRU HOLES AND
BEND TABS AWAY
FROM SPUCE.
PANEL CLIP ADAPTER
USE A PANEL CUP ADAPTER AT THE ENDS OF PURLINS
OR EAVE STRUTS WHERE A PANEL CLIP OR PANEL
EAVE ATTACHMENT MUST BE MADE.
PANEL CLIP AT EAVE STRUT
RS12PJ OCATED WHERE STRUT STOPS BUT CONNECTION
ATOM ------------------
1 FO'S UP TO 9' X V USE (3) 1/4"-14 x 11/4'
iCL�OffR'THAANN 3le F ETED APPROXD SNOMt
E
CUP DR HpiS SCREW SPA= NOT
S THAN 3/4' APART.
&��,
TO ATTACH I/
(2) 1/2' A30READ BOLT (& NUT (0950FIELD LOCATE ANDDIAMETER NOES1
� �
RAKE BEAM 6 ?~ ftQ'
' °' PURLIN CONNECTION TO END FRAME
RS02T1 CONTINUOUS PURLWS
MAIN BUILDING
EAVE S TRUTUT
MAIN FRAME
OPTIONAL COLUMN OR
SOFFIT PANEL
RAFTER
I/25
BOLTAVEBOLT
ON STRUCTURAL
CANOPY BEAM TOPOFJ-11
2" PURLINCANOPYSEE
FRAME CROSS SECTION FOR DIM.
BOLT ON
CANOPY BEAM
EAVE AT INSULATED ROOF PANEL
]RED
whn• mLHAaoBOLT
RS6002
ON CANOPY
ALL PURLIN DEPTHS - LOW EAVE
GLE JAMB
BASE
ZEE GIRT
/z
v JAMB CAN BEA 1 lArSUP DOPER
'�II-��(; THAN ME JAMB SUPPORT GJW
CANLBE u�nv/ 8 1/2/YGI T)
OUAL 3' EQUAL AUGIN JAMB AND GIRT AT BL
I
@ PGl CUP - 3 3/4" AT 7', 8 1/2', 10' GRTS
SECTION A -A PGV1067 CLIP = 4 3/4' AT 11 1/27 GRTS
Y Wh:ltfin5 ra". ft JAMB BASE TO GIRT
WS20H2 I ALL JAMB AND GIRT DEPTHS
FOR CONSTRUCTION
1. UNLESS NOTED, USE 112 X i 12 A32ST BOLT (49080) AND NUT (47120)
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 IN THE
^
v
BUTLER MANUFACTURING
ROOF SECONDARY SED'S
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
1540 GENESSEE ST. KANSAS CFTY, MO 64102
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
me
OF WALL AND ROOF SHEETS.
THE BUTLER NPG. ENGINEER'S SEAL DOES
PRIORWRITTEN APPROVAL OF BUTLER MFG.
Richard K D— CanstluUion Cwp.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FORACCURATE
o� Seacoast Curbs
w�9856-Ot
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
on Fwt Pierce, Florida
BUTLER
0311=018
COMPONENT FURNISHED BY BUTLER EXCEPT
DRAW ING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
'
SOZ JJ
TO ANY DESIGN OR PERFORMANCE
N GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
Seacoast Curbs
Butler Men2017.2ring
DR
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
INCLUDING
NTS
+sa+x 2017,2b
23
Secondary Part Schedule
Mark Part
G1 00210CS251141702
G2 00310CS251141602
G3 00410CS251141502
J1 00110JS0308417
Bracing Part Schedule
Part Qty Length
04RS3202 1 32'-2"
04RS3106 1 31'-6"
Thick. Depth
0.0600 10"
0.0680 10"
0.0730 10"
0.0600 10"
Detail
BRO1G2
BRO1G2
Frame Member Schedule
Detail
Part
Width Thick.
Webthk
Depthl
Approx.
Lgth
Detail
WS0IG2,WSR104
PCCX002
C12X20.7 0.2820
1'-0'
1-0"
24'-11
1/2"
WSR100,WSR105
WS0IG2 , WSR104
PCCX003
C12X20.7 0.2820
1' 0'
1-0"
25'-11
1/2"
WSR100
WSOIG2,WSR104
PCCX016
C12X20.7 0.2820
l'-O'
1-0"
24'-11
1/2"
WSR100,WSR105
WS20B1
Rod,
Strut, and Misc. Connection Bolts
Id Qty
Grade Bolt Diam.
Bolt Length PartNo
1 2
A325 3/4"
2 1/2"
0097284
NOTES:
ATTACHEMENT OF MILL MEMBER TO NONBMC WALL BY OTHERS.
ATTACH GIRT TO MASONRY WALL AT MIN.114 POINTS PER SPAN. SEE
DETAIL WSR106.
GFA100 WILL BE ATTACHED FROM JAMB TO MILL SECTION. FIELD -DRILL
AND FIELDCUT WILL BE NECESSARY. SEE DETAIL WSR104.
SPACE BETWEEN THE MILL CEE WITH LEGS UP AND THE GIRT/SILL
H LEGS DOWN IS TOO TIGHT, SO MILL CEE SHOULD BE ERECTED
ST, THEN ATTACHED TO MASONRY WALL. THE JAMBS MUST THEN
FIXED TO THE GIRTISILL PRIOR TO ERECT THEM. MOUNT THE
3EMBLY TO THE WALL. BE CAREFUL WITH THE GIRT/SILL TO FRAME
NNECTIONS BECAUSE THE BOLT WILL HAVE TO BE LOCATED
TIDE DOWN IN THE CLIP, THE GIRT COULD BE ATTACHED WITH THE
iABOVE.
Framed Opening Locations
Id Width Height Sill Ht. Frame To - Dimen. Description
FO1 4'-9" 3'-9" 12'-6" BL Jamb-L 14'-10 4'9"x3'9" Louver
FO1 4'-9" 3-9" 12'-6" 1 Jamb-L 10'-7 1 4'9"x3'9" Louver
Fol 4'-9" 3'-9" 12'-6" 2 Jamb-L 6'-4 1/ 4'9"x3'9" Louver
F01 4'-9" 3'-9" 12'-6" 3 Jamb-L 2'-1 1/ 419"x3'9" Louver
14-10 1/2" 4'-9"—6'-4 1/2"— —10'-7 1/2"—+4'-9"-4-10-7 1/2"_+6-4 1/2'+4'-9" 14-10 1/2"_L__ I4'-9 — _19-1-1/2" -
26'-0" I- 26'-0" I 26-0" -
I 26,-0" II 26'
CL CL CL CL
130'-0"
IL
SECONDARY ELEVATION AT 1
3 3-9"
2 5 15/16"
1 2'-1 1/2"
Dimension Key
5 GFA100
4 GFAP1054
3 GFAP2054
2 J1
1 GC5
OPart Mark Key
sha Name=Manufacturn sh wan=t
FOR CONSTRUCTION
1. UNLESS NOTED, USE 12 X 1 12 A325T BOLT (49MO) AND NUT (47120)
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 IN THE
BUTLER MANUFACTURING
SECONDARY ELEVATION AT
WIO WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
1540 GENESSEE ST. KANSAS CITY, MO 64102
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
THE BUTLER WG. ENGNEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
Richard K Davis Construdon Corp.
77-029856-01
OFWALLAND ROOFSHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
NOT APPLY TO THE PFRFORM4NCE OR
THE GENERAL CONTRACTOR ANDlOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
o Seacoast Curls
me
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
=" Fort Rene, Florida
BUTLER
031122018
COMPONENT FURNISHED BY BUTLER EXCEPT
By
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
"
SOZ r OR
TO ANY DESIGN OR
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
Seamasl Curbs
Butler Manufacturing
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
NTS
20172b
24
Secondary Part Schedule
Frame Member Schedule
Mark Part Thick. Depth Detail
Id
Width
Thick.
Webthk Depths
Approx. Lgth
Detail
Framed Opening
Id
Locations
G1 00210CS251141702 0.0600 10" WSOIG2,WSR104
PCCX002
C12X20.7
0.2820
11-0' 1-0"
24'-11 1/2"
WSR100,WSR105
Width
Height
Sill Ht. Frame To
Dimon. Description
G2 00310CS251141602 0.0680 10" WSOIG2,WSR104
PCCX003
C12X20.7
0.2820
1-0' 1-0"
251-11
F01
41-9"
3'-9"
12'-6" BL Jamb-L
10'-7 1/2" 4'9"x3'9" Louver
G3 00410CS251141502 0.0730 10" WS0IG2,WSR104
PCCX016
C12X20.7
0.2820
1-0' 1-0"
1/2"
WSR100
Fol
41-9"
3'-9"
12'-6" 1 Jamb-L
10-7 1/2" 4'9"x3'9" Louver
•
G4 00510CS251141402 0.0790 10" WSOIG2,WSR104
24'-11 1/2"
WSR100,WSR105
FO1
41-911
3'-9"
121-6" 2 Jamb-L
10'-7 1/2" 4'9"x3'9" Louver -
J3 00310JS0308417 0.0600 10" WS20B1
F01
41-9"
3'-9"
121-6" 3 Jamb-L
10-7 1/2" 4'9"x3'9" Louver
Rod,
Strut, and Mlac. Connection Bolts
F01
4'-9"
3-9"
121-6" 4 Jamb-L
10-7 1/2" 4'9"x3'9" Louver
Bracing Part Schedule
Id Qty
Grade
Bolt Diem.
Bolt Length PartNo
Part Qty Length Detail
1 2
A325
3/4"
2 1/2" 0097284
04RS3106 1 31'-6" BR01G2
04RS3202 1 321-2" BRO1G2
NOTES:
ATTACHEMENT OF MILL MEMBER TO NBBMC WALL BY OTHERS.
ATTACH GIRT TO MASONRY WALL AT MIN.1/4 POINTS PER SPAN. SEE
DETAIL WSR106.
GFA100 WILL BE ATTACHED FROM JAMB TO MILL SECTION. FIELD -DRILL
AND FIELDCUT WILL BE NECESSARY. SEE DETAIL WSR104.
IMPORTANT NOTE TO THE BUILDER:
E SPACE BETWEEN THE MILL CEE WITH LEGS UP AND THE GIRT/SILL
WITH LEGS DOWN IS TOO TIGHT, SO MILL CEE SHOULD BE ERECTED
FIRST, THEN ATTACHED TO MASONRY WALL. THE JAMBS MUST THEN
BE FIXED TO THE GIRTISILL PRIOR TO ERECT THEM. MOUNT THE AS-
SEMBLY TO THE WALL BE CAREFUL WITH THE GIRT/SILL TO FRAME
CONNECTIONS BECAUSE THE BOLT WILL HAVE TO BE LOCATED UP-
SIDE DOWN IN THE CLIP, THE GIRT COULD BE ATTACHED WITH THE
NUT ABOVE.
T
I
-------------
B -----------
9-1
4 4
ILCJ 3 .a 4 ti 3 2 M
I
I a FOl ry FOl ry FOl
4 rr rv� FOl 9 FOl
—G1
4 g I
3
PCCX002 1 4 1 —G1 PCCX003 1 4 ~ 1- ~ PCCX003 S q l G1 PCCX003 4 1 G1 3
PCC%016 1
i
N MC M on
Op4y�~O6 9�s3�0? N
ILI
1W3B0 - - _ _ lW3Bl 1W3B2
1W363 I I1W3B4 I I
#--10-7 1/2" Y-4-9" 10-7 1/2" 10-7 1/2'—y-4-9 �1—10-7 1/2" 10-7 1/2" 4'-9" 10'-7 1/2", 111-7 172" 4'-9"--I 10'--7. 1/2"_ 10'_7-1/2"—}-9'_9"--}-10-7 1/2'--
2 3'-9-
1 5 15/16"
Dimension Key
6-0
5 GFA100
4 GFAP1054
3 GFAP2054
2 J3
1 GC5
QPart Mark Key
" 1. UNLESS NOTED, USE 12 X 1 12 A32ST 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.
6'
130-0"
SECONDARY ELEVATION AT 11
Shape Name=Manufacturin Shop, Wall = 3
THE BUTLER NFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FORANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOTAPPLYTOTHE PERFORMANCE OR
DESIGN OF ANYRNI OTHER PRODUCT
THE GENERAL CONTRACTOR ANDfOR ERECTOR IS SOLELY RESPONSIBLE FORACCURATE
COMPONENTANY FURNISHED BY BUTLER EXCEPT
EXCEPT
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
TO ANY DESIGN PERFORMANCE
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
E
REQUIREMENTS SPECIFIED BY BUTLER
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CL
-0" -i. 26
BL
FOR CONSTRUCTION
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, No e410z SECONDARY ELEVATION AT 11
v, Fart Fierce, Florida ro v` • �C� ' u.vrvaR
Cu
NTS Seacoast rbs Butler ManWacturing SOZ /
2017.21, 26
•
econdary Part Schedule
Mark
Part
Thick.
Depth
Lap
Detail
G6
1OZ27114172202
0.0600
10"
1'-4
1/2"
WS01V3
G7
1OZ1411417DVO2
0.0600
10"
WSO1G2
G8
00110ZS280241702
0.0600
10"
1'-4
1/2"
WSO1V3
•
G9
1OZO708417L202
0.0600
10"
1'-4
1/2"
WS01V3
G10
1OZ2605417D202
0.0600
10"
1'-4
1/2"
WS0IG2,WS0lV3
G11
00110CS241141702
0.0600
10"
1'-4
1/2"
WSO1G2
G12
1OZO602417DLO2
0.0600
10"
WSO1G2
G13
1OZO702417L202
0.0600
10"
1'-4
1/2"
WS01V3
G14
1OZ30114164402
0.0680
10"
2'-10
1/2"
WSO1V3
Bracing
Part Schedule
_
Id
Qty Length
Detail
07RS3006
4 30'-6"
BR01G2
NOTE:
ATTACHEMENT OF MILL MEMBER TO NONBMC WALL BY OTHERS.
ATTACH GIRT TO MASONRY WALL AT MIN.114 POINTS PER SPAN.
SEE DETAIL WSR106.
Frame Member Schedule
Part Width Thick. Depthl
PCCX001 C12X20.7 0.2820 1-0"
PCCX006 C12X20.7 0.2820 1'-0"
PCCXOOB C12X20.7 0.2820 1'-0"
PCCX009 C12X20.7 0.2820 1-0"
PCCXOIO ClOX30 0.6730 10"
PCCX013 C12X20.7 0.2820 1'-0"
PCCX012 C12X20.7 0.2820 1-0"
PCCX014 ClOX30 0.6730 10"
PCCX017 C12X20.7 0.2820 1-0"
PCCX200 MC10X41.1 0.7960 10"
PCCX201 MC10X41.1 0.7960 10"
TCX001 HSS10X6X.188 0.174 10"
TCX002 HSSlOX6X.188 0.174 10"
TCX004 HSS10X6X.188 0.174 10"
TCX005 HSS10X6X.188 0.174 10"
Approx. Lgth Detail
13-8 1/2"
WSR100,WSR105
24-11 1/2"
WSR100
1-8 1/2"
WSR100,WSR102
6-2 1/2"
WSR100,WSR102
16--0"
WSR100,WSR102
5-8 1/2"
WSR100,WSR102
5-8 1/2"
WSR100,WSR102
12-0"
WSR100,WSR102
13-8 1/2"
WSR100,WSR105
24-11 1/2"
WSR100,WSR102
24•-11 1/2"
WSR100,WSR102
16'- 1/4"
WSR102,WSR103
16'- 1/4"
WSR102,WSR103
16- 1/4"
WSR102,WSR103
16'- 1/4"
WSR102,WSR103
Rod, Strut, and Misc. Connection Bolts
Id Qty Grade Bolt Diam. Bolt Length PartNo
1 2 A325 3/4" 2 1/2" 0097284
1W4B9 1W4B10
16-0" 6'-9" -6-9"+-12-0"-{-6'-3"
13'-9"- -4 25'--0" _ - _ 25'-.0._ _ _ _ _. f�'�-25'_0" I- 25•_p" 25'_0" 25'-0" I 25•_0"
1-13'-9" 1 CL CL CL CL --- CL __ _ ___ _ _ CL CL CL CL CL CL
BL 230'-0"-- - - - -
SECONDARY ELEVATION AT F - -- - - - - _ _ _ _ _ _ _ _ BL
5 2'-3"
4 1'-11 3/4"
3 1'-0 1/4"
2 1'-1"
1 1'-3"
Dimension Key
9 PCCXO13
8 PCCX012
7 PCCX009
2 PCCX008
6 GFAP1024
5 GFAP0114
4 GFAP0084
3 GFAP1054
1 PG1
OPart Mark Key
" 1. UNLESS NOTED, USE 12 X 1 12 A32ST 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 WALLAND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY CONIPONENT IS PROHIBITED.
Shape Name = Manufacturing Shop, Wall = 4
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
A1FG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDERAND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE W M40UT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
THE GENERAL CONTRACTOR AND/OR ERECT OR IS SOLELY RESPONSIBLE FOR ACCURATE
COMPONENT FURNISHED BY BUTLER EXCEPT
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
TO ANY DESIGN OR PERFORMANCE
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
REQUIREMENTS SPECIFIED BY BUTLER
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
FOR CONSTRUCTION
SECONDARY ELEVATION AT F
17-0298%-Ol
022712018
s
Butler Manufacturing SOZ / DR
'"'Ct8a9°1� 20172b 27
BRACE 9 rRAME
LOCATION I I
ERECTION DRAWING PART MARK
R BEAM
COWL WEB I 0? 14NUT 01
WASHER'A' I L °•�Y— °
WASHER 'B'
RODS 290 `HILLSIDE WASHER 111 1 //_ -1w
/ `RANM BRADS WU Tw CA LY
L CONNECT 70 THE WES OF THE
WEB REINFORCEMENT PLATE
THE TXwER WILL HAVE TO REID FRAME MEM9R
PRESENT)MAY BE SHOP WELDED ON
EITHER
RLVJ-Dlr 7NE 9/T6' IXAM. Mae IN T�
3/le
SIDOF THE WEB.
HOLES ( ai � 1�woe �a TM14 RAN(Mi/5
MEN A 3/4' X 1 3/4' A323 BOLT WIDI
REDAIOD.)
DESCRIPTION/PART NO
ROD
DIAM
'EDt
HSTEELROUND WASHER
ARD A
FARB STEEL WASHER
B
WISDE
WASHER
7
95521
3 B' MT WASHER
95408
1/2" BEVEL SQUARE WASHER 46040
1 2
95230
Elf MT WASHER
95872
3/4' MT ROUND WASHER (95946)
5413]4
5 8
95233
5 FLAT WASHER
95945
3 4
95235
3 4 FLAT WASHER
0946
1' FIAT ROUND WASHER (95948)
543M
7 B'
TO7
B FLAT WA9HR
95947
1'
952M
I' RAT WA84J 9394E
1 Ile MT ROUND WASHER (95949)
543336
1 1
95239
1 1 MT WASHER
95949
ROD BRACE
BR01 G2 WEB SLOT ASSEMBLY
0
DEPTH
FLANGE BRACE REQUIREMENTS: ALMNATE COXNEC9aa
=
07 7'
RULEJ4- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
08 = 8 1/2'
10 = to'
RULE¢2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON
CROSS SECTION IS NOT ACCOMPANIED BY (2).
11 11 1/2'
RULE13- FLANGE BRACES ARE REOARED BOTH SIDES OF THE FRAME WEB
WHEN PART MARK IS ACCOMPANIED BY (2).
RULE#4- WHENEVER POSSBLE, PLACE SINGLE BRACES TOWARD THE
CENTER OF THE BUILDING
RULE85- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
SIDE OF THE FRAME WEB.
44 10' & 11 1/2' PURUNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP.
M./am, ROL- TYPICAL FLANGE BRACE CONNECTIONS
"" 60°P 0 09F H600
BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
EN51B1
21 1
2�
1
1
I
oUP
*7-
U
L
UP (PGi)
10' & 11 1/2' GRIT CLIP (GCD-)
2 3/4'
2 7/B'
MA
MAY BE SHOP(GCI
WELDED OR GCA-)
ZEE GIRT SHOWN
CEE GIRT SIMILAR
em/oVm PURLIN-AND GIRT SIZESJJI
°" ._ _ _ ` J°"®""'"m GIRT CONN. AT COLUMN
EN53G1 10' 254mm - WSO1G2- - - OLJISET SIMPLE-GIRTS—_
PCCX CONN. AT COLUMN
WSR100
1. UNLESS NOTED, USE 12 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2, FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
ZEE
6ii47417N
ON
USE (4)
A32E
__ T TTTTT
ADJUST, CODES
GAGE
I
T
FTFTI (millimeters)
SHAPE
T 11
LADJUST. CODES
GAGE
I
INCHE;LE:NGTH
imeters
SHAPE
SHAPE
GAGE
DEPTH
SHAPE
GAGE
Z=ZEE
11 =0.113
07=7'
ZS=ZEE
11 =0.113
C = CEE
E = LOW SAVE STRUT
12 = 0.090
08 8 1/2'
CS = CEE
12 = 0.098
H - HIGH EAVE STRUE
13 = 0.085
10 - 10'
ES - LOW E STRUT
RAV
13 0.07sa
14 = 0.079
=
11 11 1/2'
HS -NIGH RAVE STRUT
= 9
14 = 0.079
15 = 0.073
16 = 0.068
BB = BACK TO BACK CEE
FB = FACE TO BACK CEE
15 = 0.073
17 - D.060
IF = FACE TO FACE CEE
16 - 0.068
17 - 0.060
MARK NUMBER
� y eo
OI�OP�
E�
GIRT CUP (GCD-)
MAY BE SHOP
WELDED (GC1 OR CCA-)
10' & 11 1/2- GIRT
GIRT CONN. AT COLUMN
OUTSET CONTINUOUS GIRT
USE (2) 3/4' BOLTS A325 (TYP.)
Y
I}°'" H600
GIRT CONN. AT TUBE SECTION
° E �' "
TUBE SECTION TO MILL SECTION
WSR102
ZEE GIRTS OR MILL SECTION
WSR103
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
REQUIREMENTS SPECIFIED BYBUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR ANDTOR ERECTOR IS SOLELY RESPONS®LE FOR ACCURATE
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COWONENT FURNISHED BY BUTLER EXCEPT
BY
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIRETv _ S SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
SPECIAL SECONDARY PART MARK KEY
EN51B2
COMMON GENERATED MARK NUMBERS
FIELD LOCATE AND DRILL (2) 9/16'
DIAMETER HOLES N CFE CRT
SECOND CEE ON A DOUBLE
ATTACH J4N8
JAMB IS HELD BACK 6' FROMTO
EACH END Or MAN JAMB.
(2) 1/2' X 1 1/2-
A325 BOLT (49080)
Jy3P�\
I
CEE GIRT
I�)
(JAMB SUPPORT
CLw ATION
GIRT)
(GCS)
DOUBLE JAMB
CONNECTION
(2) 1/2' A307 THIN
HEAD BOLT (095536)
& NUT (095032) A
JAMB,
SINGLE OR
��1/4•
I
DOUBLE
A
I
I
SECTION A -A TMMMBH CAN7HE BE e 1/�Y ODE PE
ALIGN JAMB AND GRT AT BL
JAMB TO GIRT
W52OB1
ANY JAMB, ANY CEE GIRT
USE
SELF
,TE
1000
GFA100 TO
FIELD CUT !
WSR104
FROM CEE GIRT TO MILL SECTION
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CRY, MO 64102
C
R
1 W1 B3
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
°'"'rn ax.. SECONDARY BUNDLE LOCATION KEY
EN5183 I ALL SECONDARY DEPTHS
OPTION
RN FD'S UP 70 9' X 9' USE (3) 1/4'-14 X I I/e
SDS (55307} LDC41m APPRDX AS SHOWN
NO QOSER THAN 3/6' FROM EDGE
OF CLIP OR HOLES. SCREW SPAONC TIDE
C
'
TOO LOCATE AND DRILL (2) 9/16'
DIAMETER HOLES N ZEE ORE
p
r-
TO ATTACH JAMB ((2) 1/2' X 1 1/2'
A325 BOLT (490BD)
A
' ART
11
�yAnOH
6�
�lOyE
CTIh.
ZEE GRIT
(JAMB SUPPORT \ 'A
GIRT)
DOUBLE JAMB
(2) 1/2' A307 THIN
CONNECTION
HEAD BOLT (096636)
JAMB,
& NUT (095032)
SINGLE
OR DOUBLE
( I
JAMB CAN BE 1 1/1' 1DEEPER
THAN THE JAMB SUPPORT GRL
(ONLY 11 1/2' JAMB
/2-J
CAN BE USED N/ B T ORT)
USED W/
RUDE JAMB AND ORT AT Lb
PGI
CUP = 3 3/4, AT 7', 8 1/2% 10' GIRTS
SECTION A -A PGV1057 CL - 4 3/4 AT 11 1/2' GIRTS P
JAMB TO GIRT
WS20B2
SINGLE OR DOUBLE JAMB, ANY ZEE GIRT
FOR CONSTRUCTION
WALL SECONDARY SED'S
Seacoast Curbs
Fort Felice, Florida BUTLER •122DtI
Seacoast Curbs Butler Manufacturing 3—OK /
20172b 28
HOTROLLEO
Alhd�rlyd by V —TOP CURBWALL
BoWN Eo M�
By v"m ud
By Dlb.+
MASONRY NONBMC
xn. un:m�oVs9 sn. wao PCCX CONN. AT CORNER ANCHOR OF HOT ROLLED SPANDREL CHANNEL
WSR 105 WSR106
ROP OF MASONRY WAllt
FOR CONSTRUCTION
vsc..a..re
1. UNLESS NOTED, USE 1l2 X 1 12 A32517 BOLT (49080) AND NUT (47120)
WIO 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.
n�wor
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
CONIPONENTFURNISHED 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO &1702
WALL SECONDARY SED'S
o^*e
oemwrua
Richard K Davis Consbuction Corp.
o� Sort Pi. Curbs
a Fort Pierw, FloridaBUTLER
Seacoast Curbs
.
Butler Manufacturing
20172b
17-02995E
THE
GOOD QUALITYRAL WNTRACT SHIP IN E R ERECTOR TANGTHIS
RESPONSIBLE FO WITH THIS
S BUILDING
GOOD QUPLffY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITHTHIS
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.
03/122011
vww
SOZ I
NTS
29
VSR II ROOF PANEL FOR WINDOW AWNINGS.
L
I
f-- La -D- � 11
1 6'-3 7/8"
❑ Dimension Key
1. PRE -DRILLING 118 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
• 1 STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
• FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
0. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
230'-0"
ROOF COVERING PLAN
Shape Name = Manufacturing Shop, Shape = Manufacturing Shop, Shape = compressor room, Shape = entrance canopy, Shape = entrance canoEj0 pCOf48T4iil 40TION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
A
rV'
lyyg GENBUTL BUTLER MANUFACTURING
E ST. KANSAS CITY, MO 64102
ROOF COVERING PLAN
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG
Richard K Davis ConstructionNOT Coq
DESIGN O TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
*tea: Seacoast Curbs
COMPONENT FURNISHED BY BUTLER EXCEPT
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
m.: Fort Pierce, Florida
TO ANY DESIGNORPERFORMANCE
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG,
REQUIREMENTS SPECIFIED BY BUTLER.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
Seacoast Curbs
BUtler Manufacturing
vrcvuwon 2017.2b
Covering Schedule
Id Qty Start Length
Qty
#11 58 35'-2 3/8"
57
#12 58 30'-6 5/8"
57
#13 58 35'-2 3/8"
57
#14 58 30r-6 5/8"
57
#10 23 6'-5 3/8"
#5 14 10'-3 1/4"
#18 42 3'-11 1/2"
#6 14 11'-2 3/8"
#7 14 11'-2 3/8"
Oper. Code:13=SQ,NT
Oper. Code:ll=SQ,SQ
Oper. Code:l-SQ,SQ
Finish:Z-A1Zn
Finish:K=Butler-Cote
Color:AZ=Plain A1Zn
Color:EG=Cool Emerald
Green
Stagger Length Type
Gage
OP
Fin.
'Color
Direction
Covering
Mark Schedule
30'-11 3/8"
MR24
24
13
Z
AZ
Right
to
Left
Id
Qty
Start Panel
Qty
Stagger/Last Panel
Direction
34'-9 5/8"
MR24
24
11
Z
AZ
Right
to
Left
#11
58
MR24350232413ZAZ
57
MR24301132413ZAZ
Right
to
Left
30'-11 3/8"
MR24
24
13
Z
AZ
Right
to
Left
#12
58
MR24300652411ZAZ
57
MR24340952411ZAZ
Right
to
Left
34'-9 5/8"
MR24
24
11
Z
AZ
Right
to
Left
#13
58
MR24350232413ZAZ
57
MR24301132413ZAZ
Right
to
Left
24
1
K
EG
Right
to
Left
#14
58
MR24300652411ZAZ
57
14R24340952411ZAZ
Right
to
Left
24
1
K
EG
Right
to
Left
#10
23
VSR06053241KEG
0
VSR06053241KEG
Right
to
Left
24
1
K
EG
Right
to
Left
05
14
VSR10032241KEG
0
VSR10032241KEG
Right
to
Left
24
1
K
EG
Right
to
Left
#18
42
VSR03114241KEG
0
VSR03114241KEG
Right
to
Left
24
1
K
EG
Right
to
Left
#6
14
VSR11023241KEG
0
VSR11023241KEG
Right
to
Left
#7
14
VSR11023241KEG
0
VSR11023241KEG
Right
to
Left
Trim
Schedule
Id
Parts
Color
Details
T1
(11.5)RC20
Plain A1Zn
ENB004,NV667
T2
(20)CLEIA,(9.5)GTR25
Cool
Emerald
Green
WCB047,MV235
T3
(5.4)BRCL12,(3.2)MRGT20R,(6.4)WAIOA
Cool
Emerald
Green
WCB043,WCB044,KV396
T4
0560173,TC1,MRRET,RBT2,(0.1)WA10A
Cool
Emerald
Green
T5
0630043
Cool
Emerald
Green
T6
(5.4)BRCL12,(3.2)MRGT20L,(6.4)WA10A
Cool
Emerald
Green
WCB043,WCB044K,V395
T7
(5.4)BRCL12,(3.2)MRGT20L,(6.4)WAIOA
Cool
Emerald
Green
WCB043,WCB044,KV395
T8
(20)CLEIA,(9.5)GTR25
Cool
Emerald
Green
WCB047,MX235
T9
0630043
Cool
Emerald
Green
T10
(5.4)BRCL12,(3.2)MRGT20R,(6.4)WA10A
Cool
Emerald
Green
WCB043,WCB044,KV396
Tll
(0.6)ST10A,(0.3)ARPGT20L,(0.6)WA10C
Cool
Emerald
Green
ENB007,RCB228
T12
(0.6)ST10A,(0.3)ARPGT20R,(0.6)WAIOC
Cool
Emerald
Green
ENB007,RCB228
T13
(2.5)ST11A,(2.3)ETA12A
Cool
Emerald
Green
ENB007,FV295,JV166,NV666,RCB129,RCB132,FV278,JV168
T14
0630043
Cool
Emerald
Green
ENB007
T15
(1.4)ARPPF103,CFV
Cool
Emerald
Green
ENB007,LVX022,NV666
T16
(1.3)ETA12C
Cool
Emerald
Green
ENB007,FV278,JV166,MVX480,NV666
T17
(0.1)ARPPF103,CFV
Cool
Emerald
Green
ENB007,LVX022,NV666
T18
(0.5)ARPGT20L,VWA10
Cool
Emerald
Green
ENB007,KVX137
T19
(0.0)ARPPF103
Cool
Emerald
Green
LV413
T20
0630043
Cool
Emerald
Green
ENB007
T21
(0.5)ARPGT20R,VWA10
Cool
Emerald
Green
ENB007,KVX137
T22
(0.1)ARPPF103,CFV
Cool
Emerald
Green
ENB007,LVX022,NV666
T23
(0.0)ARPPF103
Cool
Emerald
Green
LV413
T24
0630043
Cool
Emerald
Green
ENB007
T25
(0.4)MGAUP20,(0.7)0630342,(0.9)ARPPAFIO,(1.5)ARPPS06,CFV
Cool
Emerald
Green
LVX058
T26
(1.5)ARPRC104
Cool
Emerald
Green
ENB007,JV088„ JV177,NV666
T27
(0.4)MGAUP20,(0.7)0630342,(0.9)ARPPAFI0,(1.5)ARPPS06,CFV
Cool
Emerald
Green
LVX058
T28
(0.4)ARPGT20L,(0.9)VWA10
Cool
Emerald
Green
ENB007,KVX137
T29
(0.4)ARPGT20R,(0.9)VWA10
Cool
Emerald
Green
ENB007,KVX137
T30
(0.2)ARPRC104
Cool
Emerald
Green
ENB007,JV088 „ JV177,NV666
T33
(0.1)MGAUP20,(0.2)0630342,(0.2)ARPPAFI0,(0.4)ARPPS06,CFV
Cool
Emerald
Green
LVX058
T34
` (0.1)-ARPGT20L-,-(O-2)WAlOC -- - _ _ _ _ _
Cool
Emerald
Green
ENB007,KVX137
T35
_
(1.4)ETA12D
Cool
Emerald-Green-
-ENB0.07,FV278,JV166,MVX480,NV666
T36
0630043
Cool
Emerald
Green
ENB007 - - - --- -
T37
(0.1)MGAUP20,(0.2)0630342,(0.2)ARPPAFI0,(0.4)ARPPS06,CFV
Cool
Emerald
Green
LVX058
T38
(1.4)ETA12D
Cool
Emerald
Green
ENB007,FV278,,TV166,MVX480,NV666
T39
(0.l)ARPGT20R,(0.2)WAl0C
Cool
Emerald
Green
ENB007,KVX137
T40
0630043
Cool
Emerald
Green
ENB007
NOTE:
NOTE:
BUTLER IS NO PROVIDING GABLE OR SAVE TRIMS FOR AWNING, BUTLER IS ONLY
COUNTER FLASHING (CFV) TO BE USE IN ALL PARALLEL/PERPENDICULAR PROVIDING PERPENDICULAR TRANSITION TO MASONRY WALL. BED LVX022
TRANISTIONS TO MASONRY. CFV TO MASONRY FASTENERS ARE NBBMC.
NOTE:
NOTE: BUILDER HAS THE OPTION OF NOT STALING BUTLER TRIM
VSR II PANEL SET #18 ARE FOR WINDOW AWNINGS, ON ENTRANCE CANOPY AND COMPRESSOR ROOM BLDGS.
FIELD WORK WILL BE REQUIRED FOR ITS INSTALLATION.
USE 097356 FASTENER FOR VSR II CLIP ATTACHMENT ON STEEL ROOF SECONDARY.
NOTE:
USE (T-4.5) 056104 FASTENERS ON MILL SECTION.
NOTE:
USE (097357) FASTENERS FOR VSR II CLIP ATTACHMENT TO ROOF SECONDARY
ON ENTRANCE CANOPY AND COMPRESSOR ROOM BUILDINGS.
Planograph Schedule
Id Details
T1 P-080573,P-080575,P-080578,P-080949,P-ZRSLO
T4 P-081167,P-081243,P-GAI
T5 P-080572,P-081236,P-103223,P-104542,P-104714
T9 P-080572,P-081236,P-103223,P-104542,P-104714
T11 P-004822,P-080856,P-080857,P-080860,P-080983,
P-081635,P-104544,E-GAI
T12 P-004822,P-080856,P-080857,P-080860,P-080983,
P-081635,P-104544,P-GAI
T13 P-004822,P-080856,P-080857,P-080858,P-080860,
P-080861,P-104544
T14 P-004822,P-080856,P-080857,P-080860,P-080861,P-104549
T15 P-004822,P-080856,P-080857,P-080860,P-080865,P-080965
T16 P-004822,P-080856,P-080857,P-080858,P-080860,P-090095
T17 P-004822,P-080856,P-080857,P-080860,P-080865,P-080965
T18 P-004822,P-080856,P-080857,P-080860,P-060983,
P-081635,P-GAI
T19 P-081369,P-081687,P-081688,P-081689
T20 P-004822,P-080856,P-080857,P-080860,P-080861,P-104549
T21 P-004822,P-080856,P-080857,P-080860,P-080983,
P-081635,P-GAI
T22 P-004822,P-080856,P-080857,P-080860,P-080865,P-080965
T23 P-081369,P-081687,P-081688,P-081689
T24 P-004822,P-080856,P-080857,P-080860,P-080861,P-104549
T26 P-004822,P-080856,P-080857,P-080860,P-080862,P-080965
T28 P-004822,P-080856,P-080857,P-080860,P-080983,
P-081635,P-GAI
T29 P-004822,P-080856,P-080857,P-080860,P-080983,
P-081635,P-GAI
T30 P-004822,P-080656,P-080857,P-080860,P-080862,P-080965
T34 P-004822,P-080856,P-080857,P-080860,P-080983,
P-081635,P-GAI
T35 P-004822,P-080856,P-080857,P-080858,P-080860,P-090095
T36 P-004822,P-080856,P-080857,P-080860,P-080861,P-104549
T38 P-004822,P-080856,P-080857,P-080858,P-080860,P-090095
T39 P-004822,P-080856,P-080857,P-080860,P-080983,
P-081635,P-GAI
T40 P-004822,P-080856,P-080857,P-080860,P-080861,P-104549
1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEeS AND/OR FASTENERS
TO STRUCTURAL BEAMS
2_ STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL. SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
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.
inu u"avnnu, uruv��n� me �,.,....,...,,..,,..,�,.�..,., ......•.,......-....,. -... , .,.
BUTLER MFG• IT IS PR��DSOLELY FOR ERECTING THE BUILDING DESCRIBEDW THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FORTHAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FORANY OTHER PURPOSE WITHOUT
PRIOR WRITTEN APPROVAL OF BUTLER MIFG.
BUTLER MANUFACTURING
1640 GENESSEE ST. KANSAS CITY, MO 64102
ROOFCOVERING PLAN
Richard K Davis Cons6udion Corp.
ro.¢z Seacoast Cuffs
^"+ Fort Pierce, Florida
�0o�t Cuffs
BUTLER -
Butler ManuTaMurinD
`"'414f 20172b
c
T7 29856-01
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE ER ERELER TIO
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
m
S/122018
%
JLLG DFR
31
NTS