HomeMy WebLinkAboutPLANS - 22-00722 - 9770 Rustlers Trl - ShopHERITAGE
BUILDING SYSTEMS
I w uwur�aulEle BM Naxwwr
BUILDER/CONTRACTOR RESPONSIBILITIES
Drawing Validity — These drawings, supporting structural calculations and design certification are based on the
order documents as of the date of these drawings. These documents describe the material supplied by the
manufacturer as of the date of these drawings. Any changes to the order documents after the date on these
drawings may void these drawings, supporting structural calculations and design certification. The
Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which
result in changes to the drawings, supporting structural calculations and design certification.
Builder Acceptance of Drawings — Approval of the manufacturer's drawings and design data affirms that the
manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes
Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product
specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of
standard practice APR 10 Section 4.4.1)
Code Official Approval — It is the responsibility of the Builder/Contractor to ensure that all project plans and
specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor
is responsible for securing all required approvals and permits from the appropriate agency as required.
Builder is responsible for State. Federal and OSHA safety compliance — The Builder/Contractor is responsible for
applying and observing all pertinent safety rules and regulations and OSHA standards as applicable.
PROJECT NOTES
Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members
conform to ASTM A529, ASTM A572, or ASTM A1011 with 55 ksi min. yield, except flanges wider than 12" and
thicker than 3/8", all flanges thicker than 1", and all webs thicker than 3/8" are 50 ksi min. yield. Rod
X—bracing conforms to ASTM A529 or ASTM A572 with 50 ksi min. yield. Cable X—bracing conforms to ASTM A475
7 Strand Extra High—Strength grade. Hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM
A572 with 50 ksi min. yield. Hot rolled angles, other than flange braces, conform to ASTM A36 minimum. Round
and rectangular HSS conforms to ASTM A500 Grade B. Cold—formed steel secondary framing Members conform to
ASTM Al 011 or ASTM A653 Grade 55 with 55 ksi min. yield.
The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and
or any special inspections that may be required by the local building authority during erection (including inspection
of the high strength bolts or field welds) as required during erection. The coordination and the costs associated
for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record.
Design is based upon the more severe loading of either the roof snow load or the roof live load.
Loads, as noted, are given within order documents and are applied in general accordance with the applicable
provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer
declares or attests that the loads as designated are proper for the local provisions that may apply or for site
specific parameters. The manufacturer's Engineers certification is limited to design loads supplied by an
Architect and/or engineer of record for the overall construction project.
This project is designed using manufacture's standard serviceability standards. Generally this means that all
stresses and deflections are within typical performance limits for normal occupancy and standard metal building
products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly
stated in the contract documents.
This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.)
must be designed to withstand the specified wind loading for the design of components and cladding in
accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind
velocity is reached.
Unless otherwise noted, special inspection of fabricated items is not required. Per IBC section 1704.2.5.1,
The fabricator is approved to perform such work without special inspection through maintenance of IAS AC 472
certification MB -136
Building Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in "The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be
compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, attached to the purlin web. This may not be appropriate for heavily concentrated loads. Any attached load in
braces, false work or other elements required for erection will be determined, furnished and installed by the excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using
erector. (AISC Code of Standard Practice APR 10 Section 7.10.3) concentrated loads and may require separate support members within the roof system."
Discrepancies — Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal
Building plans will govern. (AISC Code of Standard Practice APR 10 Section 3.3) BOLT TIGHTENTING — Bolted joints with ASTM A325 Type 1 bolts greaterthanl/2"diameterare specified as
pretensioned joints in accordance with the most recent edition of the RCSC Specification for Structural Joints
Materials by Others — All interface and compatibility of any materials not furnished by the manufacturer are the Using ASTM A325 or A490 Bolts. Pretensioning can be accomplished by using the turn—of—nut method of
responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria tightening, calibrated rench,twist—off—typetension—control bolts or direct—tension—indicator as acceptable to the
concerning any interface between materials if furnished as a part of the order documents, the manufacturers Inspecting Agency and Building Official. Installation inspection requirements for pretensioned joints (Specification
assumptions will govern. for Structural Joints Section 9.2) using turn—of—nut methodis suggested.The connections on
this project are not slip critical.
Modification of the Metal Building from Plans — The Metal Building supplied by the manufacturer has
been designed according to the Building Code and specifications and the loads shown on this drawing.
Modification of the building configuration, such as removing wall panels or braces, from that shown on these The metal building manufacturer has not designed the structure for snow accumulation loads at the ground
plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed level which may impose snow loads on the wall framing provided by the manufacturer
Structural Engineer should be consulted prior to making any changes to the building configuration shown on
these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the
building not indicated on these drawings.
Foundation Design — The Metal Building Manufacturer is not responsible for the design, materials and
workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only
location, diameter and projection of the anchor rods required to attach the Metal Building System to the
foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for
specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete
foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed
loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA MBSM Chapter 4
Section 3.2.2 and Section A3)
Download panel installation manuals from:
WWW.cornerstonebuildingbrands.com/instollationmanuals/
is
Descorgue los manuales de instalaci6n del panel desde:
WWW.cornerstonebuildingbrands.com/"installationmanuctis/
1/2"0 A325 BOLT GRIP TABLE (UNLESS NOTED)
GRIP
LENGTH
BOLT LENGTH NOTE:
FULL THREAD ENGAGEMENT IS
DEEMED TO HAVE BEEN MET
WHEN THE END OF THE BOLT
IS FLUSH WITH THE FACE OF
THE NUT.
WASHER REQUIRED ONLY WHEN SPECIFIED.
GRIP WASHER MAY BE LOCATED UNDER HEAD
OF BOLT, UNDER NUT, OR AT BOTH AT
LOCATIONS NOTED ON ERECTION DRAWINGS.
ADD 5/32" FOR EACH WASHER TO MATERIAL
THICKNESS TO DETERMINE GRIP.
0 TO 9/16" 1 1/4" F.T.
Over 9/16" TO 1 1/16" 1 3/4" F.T.
Over 1 1/16" TO 1 5/16" 2"
Over 1 5/16" TO 1 9/16" 2 1/4"
Over 1 9/16" TO 1 13/16" 2 1/2"
Over 1 13/16" TO 2 1/16" 1 2 3/4"
LOCATIONS OF BOLTS LONGER THAN 2 3/4"
NOTED ON ERECTION DRAWINGS
F.T. DENOTES FULLY THREADED
Rev. 11/15/2021
DATE I DESCRIPTION
8/23/22 1 FOR ERECTOR INSTALLATION
ENGINEERING DESIGN CRITERIA Drawing Index
Building Code ............................................... IBC 18 Page Description
Building Risk Category ................................ II — Normal C1 COVER SHEET
Roof Dead Load F1 ANCHOR BOLT PLAN
Superimposed .................................... 2.310 psf F2 ANCHOR BOLT REACTIONS
Collateral ........................................... 1 psf (Total)
F3 ANCHOR BOLT DETAILS
Roof Live Load......................20.00 psf No reduction
E1 ROOF FRAMING PLAN
Snow
Ground Snow Load P 50.00 psf E2 ROOF SHEETING PLAN
Snow Load Importance Factor (Is) 1.00 E3 FRONT SIDEWALL
Snow Exposure Factor (Ce) ............. 1.00
Thermal Factor (Ct)......................... 1.00 E4 BACK SIDEWALL
Flat Roof Snow Load (Pf)............... 35 psf
Minimum Roof Snow Load (Pm)..... 35.00 psf E5 LEFT ENDWALL
Wind
Ultimate Wind Speed (Vult)............. 110 mph E6 RIGHT ENDWALL
Nominal Wind Speed (Vasd)............ 85 mph E7 FRAME CROSS SECTION
(IBC Section 1609.3.1)
Serviceability Wind Speed ................. 75 mph DET 1-20 STANDARD DETAILS
Ground Elevation Factor..... 0.84 (4873.00ft ASL) R1—R3 INSTALLATION SHEETS
Wind Exposure Category .................. C
Internal Pressure Coefficient (GCpi) 0.18 / —0.18
Loads for components not provided by building
manufacturer.
Wall Edge Zones
21.45 psf pressure
—28.60 psf suction
Other Wall Zones 21.45 psf pressure
—23.24 psf suction DRAWING STATUS
These values are the maximum values required
based on a 10 square foot area. ❑
Components with larger areas may have lower FOR APPROVAL
wind loads. These drawings, being For Approval, are by
definition not final, and are for conceptual
representation only. Their purpose is to
Seismic confirm proper interpretation of the project
Seismic Importance Factor (le)....... 1.00 documents. Only drawings issued
Seismic Design Category .................. D "For Erector Installation" can be considered
Soil Site Class .................................. d as complete.
Ss............ 0.326 g Sds......... 0.335 g
S1............ 0.132 g Sd1........ 0.206 g ❑ FOR CONSTRUCTION PERMIT
Analysis Procedure...... Equivalent Lateral Force These drawings, being for Permit, are by
Location... Int RF Front SW Back SW Left EW Right EW definition not final. Only drawings issued
System... C4 t 83 B3 B3 For Erector Installation can be considered
R .............. 3.25 3.25 3.25 3.25 3.25 as complete.
Cs............ 0.103 0.103 0.103 0.103 0.103
Design Base Shear in kis V Transverse 16.35 0 FOR ERECTOR INSTALLATION
9 P () Final drawings for construction.
Design Base Shear in kips (V) Longitudinal 16.29
Basic Structural System (from ASCE 7-16 Table 12.2-1)
System — Basic Force Resisting System
H — Steel System not Specifically Detailed for
Seismic Resistance For questions or assistance
Concerning Erection call or Email:
C4 — Steel Ordinary Moment Frames
B3 — Steel Ordinary Concentric Braced Frames 1-844-840-4603
G2 — Steel Ordinary Cantilevered Column Systems Monday—Friday 7:30am to 5:00pm
R — Response Modification Coefficient
Cs — Seismic Response Coefficient FIELD.SERVICES®CORNERSTONE—BB.COM
Transverse — Direction Parallel to the Rigid Frames
Longitudinal — Direction Perpendicular to the Rigid Frames
ENGINEERING SEAL
The engineer whose seal appears hereon is
an employee for the manufacturer for the
materials described herein. Said seal or
certification is limited to the products
designed and manufactured by manufacturer
only. The undersigned engineer is not the
overall engineer of record for this project.
Building Descriptions
Building ID
Width(ft)
I Length(ft)Height(ft)
Slope
Building A
80
150
20
1 1.0:12
HERITAGE N4704 W ORTH LrrTLE ROCK, COMMERCIAL R D7211T6-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD — 8OX15OX20
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD IDATE I SCALE PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 c1 0
C
C
III
W
m
U
U U
ANCHOR BOLT PLAN
DATE DESCRIPTION BYCKb DSf
8/23/22 IFOR ERECTOR INSTALLATION I IES I IES I JM
U
U
HERITAGE
BUILDING SYSTEMS
PROJECT:
AARON SHEPPARD - 80X15OX20
2
3 4
5
6
CAD
DATE
SCALE
PHASE
BU
I 8/23/22
25'-0"
1
25'-0"
25'-0"
25'-0"
25'-0"
25'-0"
5'-6"
14'-0"
—
—
14'-0" 5'-6"
`v
ao
X—Brocin
X—Bracing
00
2E
E
2E
E
o
L ■
■
I
■
■ ■
I
■ ■
I
■ ■
I
■
I
L o
n A
D
D D D D
A Fo-1
M
M
I
�
M
M
I
d -
E
0
I
i01 B
0
B i01
0
0
1
L2 i[)
D
oo c
c o0
5
N
IV
N
I
x
N MU
m n
o
I
x
oN
L
'
I°°I�
oo
H
0
� 00
0
I
0
I
B
o
n B
o
B Fo-1
M
�
M
M
M
I
D
�
1
D D D D
I
zi
L°1A
�
� � � �
A L°1
o
E
o
E
X—Bracing
X—Bracing
�
oo
�
oo
2'-6"
20'-0"
—
25'-0"
25'-0"
25'-0"
25'-0"
25'-0"
25'-0"
m
U
U U
ANCHOR BOLT PLAN
DATE DESCRIPTION BYCKb DSf
8/23/22 IFOR ERECTOR INSTALLATION I IES I IES I JM
U
U
HERITAGE
U
4704 W COMMERCIAL DR. STE B
NORTH LITTLE ROCK, AR 72116-8040
1-800-643-5555
OWNER: AARON SHEPPARD
ILDING ID JOB NUMBER
A 19—B-13436
D
D
D
D
D
SHEET NUMBER ISSUE
F1 0
O Dia= 5/8"
* Dia=1"
BUILDING SYSTEMS
PROJECT:
AARON SHEPPARD - 80X15OX20
CUSTOMER:
AARON SHEPPARD - H
LOCATION:
MENAN,ID 83434-5233
CAD
DATE
SCALE
PHASE
BU
I 8/23/22
I N.T.S.
1
I
U
4704 W COMMERCIAL DR. STE B
NORTH LITTLE ROCK, AR 72116-8040
1-800-643-5555
OWNER: AARON SHEPPARD
ILDING ID JOB NUMBER
A 19—B-13436
D
D
D
D
D
SHEET NUMBER ISSUE
F1 0
O Dia= 5/8"
* Dia=1"
GENERAL NOTES
1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS
AT THE TIME OF MAIUNG. ANY CHANGES TO BUILDING LOADS
OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS
WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAIUNG.
2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE
FOLLOWING LAYOUT UNLESS NOTHED OTHERWISE
A) A REACTION TAB IS PROVIDED WITH REACT] NS FOR
EACH LOAD GROUP
B) RIGID FRAMES
C) ((( ) SEE WALLS 3.
D) )f-BRACINGOTE 3.
1) X -BRACING REACTIONS ARE INCLUDED IN
VALUES SHOWN IN THE REACTION TABLES AS NOTED
IN THE BRACING REACTIONS TABLE.
2) FOR IBC AND UBC BASED BUILDING CODES, WHEN
X -BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL
LONGITUDINAL SEISMIC LOADS DO NOT INCLUDE THE
AMPUFICTION FACTOR, OMEGAo.
3) FOR IBC AND UBC BASED BUILDING CODES, WHEN
X -BRACING IS PRESENT IN THE ENDWALL, INDIVIDUAL
TRANSVERSE SEISMIC LOADS DO NOT INCLUDE THE
AMPURCATION FACTOR, OMEGAo,
E) THE METAL BUILDING MANUFACTURER IS RESPONSIBLE
ONLY FOR THE PORTION OF THE ANCHOR ROD DESIGN
PERTAINING TO THE TRANSFER OF FORCES BETWEEN
THE BASE PLATE BEARING AND THE ANCHOR ROD?S
SHEAR AND TENSION. THE METAL BUILDING
MANUFACTURER IS NOT RESPONSIBLE FOR THE ANCHOR
ROD EMBEDMENT FOR TRANSFER OF FORCES TO THE
FOUNDATION. THE METAL BUILDING MANUFACTURER
DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR
THE DESIGN, MATERIAL, AND CONSTRUCTION OF THE
FOUNDATION EMBEDMENT. THE END USE CUSTOMER
SHALL ASSURE THAT ADEQUATE PROVISIONS ARE MADE
TO THE FOUNDATION DESIGN FOR LOADS IMPOSED BY
COLUMN REACTIONS OF THE BUILDING, OTHER IMPOSED
LOADS, AND BEARING CAPACITY OF THE SOIL AND
OTHER CONDITIONS OF THE BUILDING SITE. IT IS
RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION
OF THE BUILDING BE DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER COMPETENT IN THE DESIGN
OF SUCH STRUCTURES.
I) (REF.BUItDIINGD]SYSTEMS MANUX A3 OF THE MBMA AL) METAL BUILDING
F) ANCHOR RODS ARE ASTM F1554 N. 36 MATERIAL
UNLESS NOTED OTHERWISE ON THE ANCHOR ROD
LAYOUT DRAWING.
3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD
GROUP APPUED TO THE COLUMN. THE FACTORS APPLIED TO
LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT
THAN THE FACTORS USED IN THE FOUNDATION DESIGN. THE
FOUNDATION ENGINEER SHALL APPLY THE APPROPRIATE LOAD
FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE
BUILDING CODE AND DESIGN SPECIFICATIONS FOR PROPER
FOUNDATION DESIGN,
A) FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS
SUCH AS 2012 IBC, 2015 IBC, OR FLORIDA BUILDING
CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH
VALUE WITH A LOAD FACTOR OF 1.0.
B) FOR IBC CODES, THE SEISMIC REACTIONS PROVIDED ARE
AT A STRENGTH LEVEL WITH A LOAD FACTOR OF 1.0, AND
DO NOT CONTAIN THE RHO FACTOR.
THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM* LOAD COMBINATION
REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY
BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABL
LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW F(
AN ECONOMICAL FOUNDATION DESIGN.
ENDWALL COLUMN:
BASIC COLUMN REACTIONS (k )
BASIC COLUMN REACTIONS (k )
P(m
Frame Column -----Dead-----Collateral-
-----
Live --------- Snow -----
Wind_Leftl--Wind_Rightl-
Une
Une Horiz
Vert
Horiz Vert Horiz
Wind
Frm
Frm
Col
Suct
Wind -Longi
Wind_Long2
Seis_Left
Seis_Right
Wind_Left2
-MIN_SNOW--
Wind
Frm Col
Dead
Collat
Live
Snow
Wind-Leftl
Wind_Rightl
Wind_Left2
Wind_Right2
Press
Line Une
Vert
Vert
Vert
Vert
Harz
Vert
Harz
Vert
Harz
Vert
Harz
Vert
Harz
1 F
0.3
0.1
1.6
2.8
0.0
-1.8
0.0
-1.3
0.0
-1.2
0.0
-0.6
-1.3
1 E
0.7
0.2
3.9
6.8
0.0
-4.8
0.0
-2.6
0.0
-3.3
0.0
-1.2
-2.5
1 D
0.9
0.2
4.6
8.1
-2.4
-7.7
0.0
-0.8
-2.4
-6.2
0.0
0.7
-32
1 C
0.9
0.2
4.6
8.1
0.0
-0.8
2.4
-7.7
0.0
0.7
2.4
-6.2
-32
1 B
0.7
0.2
3.9
6.8
0.0
-2.6
0.0
-4.8
0.0
-1.2
0.0
-3.3
-2.5
1 A
0.3
0.1
1.6
2.8
0.0
-1.3
0.0
-1.8
0.0
-0.6
0.0
-1.2
-1.3
Frm Col E2UNB_SLR-
Une Une Harz Vert
7 A 0.0 0.9
7 B 0.0 1.7
7 C 0.0 3.6
7 D 0.0 10.6
7 E 0.0 8.2
7 F 0.0 2.7
NOTES FOR REACTIONS
BUILDING REACTIONS ARE BASED ON
THE FOLLOWINGLENGTH( BUILDING DATA:
WIDTH EWE HEIGHT FT) = 00/ 20
ROOF SLOPE rise/12) = 1.0:12 / 1.0:12
DEAD LOAD sf) = 2.310
COLLATERAL L AD (psf) = 1
ROOF LIVE LOAD (psf) = 20.00
FRAME LIVE LOAD ( sf = 20
ROOF SNOW LOAD � = 35
GROUND SNOW LOAD (psf) = 50.00
WIND SPEED (MPH) = 110
WIND CODE = IBC 18
EXPOSURE = C
CLOSED OPEN = Closed
IMPORT CE - WIND = 1.00
IMPORTANCE - SEISMIC = 1.00
SEISMIC ZONE = D
MINIMUM ROOF SNOW LOAD(PSF) = 35.000
SR
NOMINAL WIND SPEED MPH = 85 (IBC Section 1609.3.1)
REACTION KEY:ggILHY WIND PE (MPH) = 75
WIND Left/Right 1 =with +GCpi Internal Pressure)
WIND Left/Right 2 = with -GCpi Internal Pressure)
Wind- 1 = W nd oad Case B at Left EW
Wind_Long' 2 = Wind Load Case B at Right EW
MIN -SNOW = Minimum Snow (Pm)gr code
E UNB_SLL = Endwall Unbalanced ow Left
EUNB_SLR = Endwall Unbalanced Snow Right
F UNB_SLL = Rigid Frame Unbalanced Snow Left
F UNB_SLR = Rigid Frame Unbalanced Snow Right
BUILDING BRACING REACTIONS
Reactions in plane of wall
f Reactions(k Panel -Shear
-Wall - Col -Wind - -Seismic - (Ib/ft1
Loc Une Une Harz Vert Harz Vert Wind Lis
LEW 1 D,C Bracing, see EW reactions
F_SW A 3,4 3.5 * 4.1
5,6 3.5 * 4.1
R_EW 7 C,D Bracing, see EW reactions
B_SW F 5,4 3.5 * 4.1 *
4,3 3.5 * 4.1 *
*See RF reactions table for vertical and
horizontal reactions in plane of the rigid frame.
H
IV
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Frm Col Anc._Bolt Base -Plate in) Grout
Une Une Oty Dia Width Leng h Thick (in)
2* F 4 1.000 8.000 14.00 0.625 0.0
2* A 4 1.000 8.000 14.00 0.625 0.0
2* Frame lines: 2 3 4 5 6
H
IV
UNE
RIGID FRAME:
BASIC COLUMN REACTIONS (k )
Wind
P(m
Frame Column -----Dead-----Collateral-
-----
Live --------- Snow -----
Wind_Leftl--Wind_Rightl-
Une
Une Horiz
Vert
Horiz Vert Horiz
Wind
Frm
Frm
Col
Suct
Wind -Longi
Wind_Long2
Seis_Left
Seis_Right
Wind_Left2
-MIN_SNOW--
E1UNB_SLL-
Une
Une
Harz
Harz
Vert
Harz
Vert
Harz
Vert
Harz
Vert
Harz
Vert
Harz
Vert
1
F
1.5
0.0
-2.1
0.0
-1.3
0.0
0.0
0.0
0.0
0.0
2.8
0.0
2.7
1
E
2.8
0.0
-4.8
0.0
-2.7
0.0
0.1
0.0
0.0
0.0
6.8
0.0
8.2
1
D
3.6
0.0
-4.5
-0.4
-3.7
-2.1
-2.3
0.0
2.2
0.0
8.1
0.0
10.6
1
C
3.5
0.4
-3.7
0.0
-4.5
0.0
2.2
2.1
-2.3
0.0
8.1
0.0
3.6
1
B
2.8
0.0
-2.7
0.0
-4.8
0.0
0.0
0.0
0.1
0.0
6.8
0.0
1.7
1
A
1.5
0.0
-1.3
0.0
-2.1
0.0
0.0
0.0
0.0
0.0
2.8
0.0
0.9
Frm
Col
E1UNB_SLR-
1
D 4
0.625
6.000 8.000
0.375
0.0
1
C 4
Une
Une
Harz
Vert
1
B 2
0.625
7.000 8.000
0.250
0.0
1
IF
0.625
0.0
0.9
0.0
7
A 2
0.625
7.000 8.000
0.250
0.0
1
E
0.0
1.7
0.250
0.0
7
C 4
0.625
6.000 8.000
0.375
0.0
1
D
0.0
3.6
6.000 8.000
0.375
0.0
7
E 2
0.625
7.000 8.000
0.250
0.0
1
C
0.0
10.6
0.625
7.000 8.000
0.260
0.0
ANCHOR BOLT SUMMARY
1
B
0.0
8.2
1
A
0.0
2.7
Frm Col E2UNB_SLR-
Une Une Harz Vert
7 A 0.0 0.9
7 B 0.0 1.7
7 C 0.0 3.6
7 D 0.0 10.6
7 E 0.0 8.2
7 F 0.0 2.7
NOTES FOR REACTIONS
BUILDING REACTIONS ARE BASED ON
THE FOLLOWINGLENGTH( BUILDING DATA:
WIDTH EWE HEIGHT FT) = 00/ 20
ROOF SLOPE rise/12) = 1.0:12 / 1.0:12
DEAD LOAD sf) = 2.310
COLLATERAL L AD (psf) = 1
ROOF LIVE LOAD (psf) = 20.00
FRAME LIVE LOAD ( sf = 20
ROOF SNOW LOAD � = 35
GROUND SNOW LOAD (psf) = 50.00
WIND SPEED (MPH) = 110
WIND CODE = IBC 18
EXPOSURE = C
CLOSED OPEN = Closed
IMPORT CE - WIND = 1.00
IMPORTANCE - SEISMIC = 1.00
SEISMIC ZONE = D
MINIMUM ROOF SNOW LOAD(PSF) = 35.000
SR
NOMINAL WIND SPEED MPH = 85 (IBC Section 1609.3.1)
REACTION KEY:ggILHY WIND PE (MPH) = 75
WIND Left/Right 1 =with +GCpi Internal Pressure)
WIND Left/Right 2 = with -GCpi Internal Pressure)
Wind- 1 = W nd oad Case B at Left EW
Wind_Long' 2 = Wind Load Case B at Right EW
MIN -SNOW = Minimum Snow (Pm)gr code
E UNB_SLL = Endwall Unbalanced ow Left
EUNB_SLR = Endwall Unbalanced Snow Right
F UNB_SLL = Rigid Frame Unbalanced Snow Left
F UNB_SLR = Rigid Frame Unbalanced Snow Right
BUILDING BRACING REACTIONS
Reactions in plane of wall
f Reactions(k Panel -Shear
-Wall - Col -Wind - -Seismic - (Ib/ft1
Loc Une Une Harz Vert Harz Vert Wind Lis
LEW 1 D,C Bracing, see EW reactions
F_SW A 3,4 3.5 * 4.1
5,6 3.5 * 4.1
R_EW 7 C,D Bracing, see EW reactions
B_SW F 5,4 3.5 * 4.1 *
4,3 3.5 * 4.1 *
*See RF reactions table for vertical and
horizontal reactions in plane of the rigid frame.
H
IV
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Frm Col Anc._Bolt Base -Plate in) Grout
Une Une Oty Dia Width Leng h Thick (in)
2* F 4 1.000 8.000 14.00 0.625 0.0
2* A 4 1.000 8.000 14.00 0.625 0.0
2* Frame lines: 2 3 4 5 6
H
IV
UNE
RIGID FRAME:
BASIC COLUMN REACTIONS (k )
Wind
P(m
Frame Column -----Dead-----Collateral-
-----
Live --------- Snow -----
Wind_Leftl--Wind_Rightl-
Une
Une Horiz
Vert
Horiz Vert Horiz
Wind
Frm
Col
Dead
Collat
Live
Snow
Wind_Leftl
Wind_Rightl
Wind_Left2
Wind_Right2
Press
Une
Une
Vert
Vert
Vert
Vert
Harz
Vert
Harz Vert
Harz
Vert
Harz
Vert
Harz
7
A
0.3
0.1
1.6
2.8
0.0
-1.8
0.0 -1.3
0.0
-12
0.0
-0.6
0.0
7
B
0.7
0.2
3.9
6.8
0.0
-4.8
0.0 -2.6
0.0
-3.3
0.0
-1.2
-2.5
7
C
0.9
0.2
4.6
8.1-2.4
0.0
-7.7
0.0 -0.8
-2.4
-6.2
0.0
0.7
-3.2
7
D
0.9
0.2
4.6
8.1
0.0
-0.8
2.4 -7.7
0.0
0.7
2.4
-6.2
-3.2
7
E
0.7
0.2
3.9
6.8
0.0
-2.6
0.0 -4.8
0.0
-1.2
0.0
-3.3
-2.5
7
F
0.3
0.1
1.6
2.8
0.0
-1.3
0.0 -1.8
0.0
-0.6
0.0
-1.2
-1.3
Frm Col E2UNB_SLR-
Une Une Harz Vert
7 A 0.0 0.9
7 B 0.0 1.7
7 C 0.0 3.6
7 D 0.0 10.6
7 E 0.0 8.2
7 F 0.0 2.7
NOTES FOR REACTIONS
BUILDING REACTIONS ARE BASED ON
THE FOLLOWINGLENGTH( BUILDING DATA:
WIDTH EWE HEIGHT FT) = 00/ 20
ROOF SLOPE rise/12) = 1.0:12 / 1.0:12
DEAD LOAD sf) = 2.310
COLLATERAL L AD (psf) = 1
ROOF LIVE LOAD (psf) = 20.00
FRAME LIVE LOAD ( sf = 20
ROOF SNOW LOAD � = 35
GROUND SNOW LOAD (psf) = 50.00
WIND SPEED (MPH) = 110
WIND CODE = IBC 18
EXPOSURE = C
CLOSED OPEN = Closed
IMPORT CE - WIND = 1.00
IMPORTANCE - SEISMIC = 1.00
SEISMIC ZONE = D
MINIMUM ROOF SNOW LOAD(PSF) = 35.000
SR
NOMINAL WIND SPEED MPH = 85 (IBC Section 1609.3.1)
REACTION KEY:ggILHY WIND PE (MPH) = 75
WIND Left/Right 1 =with +GCpi Internal Pressure)
WIND Left/Right 2 = with -GCpi Internal Pressure)
Wind- 1 = W nd oad Case B at Left EW
Wind_Long' 2 = Wind Load Case B at Right EW
MIN -SNOW = Minimum Snow (Pm)gr code
E UNB_SLL = Endwall Unbalanced ow Left
EUNB_SLR = Endwall Unbalanced Snow Right
F UNB_SLL = Rigid Frame Unbalanced Snow Left
F UNB_SLR = Rigid Frame Unbalanced Snow Right
BUILDING BRACING REACTIONS
Reactions in plane of wall
f Reactions(k Panel -Shear
-Wall - Col -Wind - -Seismic - (Ib/ft1
Loc Une Une Harz Vert Harz Vert Wind Lis
LEW 1 D,C Bracing, see EW reactions
F_SW A 3,4 3.5 * 4.1
5,6 3.5 * 4.1
R_EW 7 C,D Bracing, see EW reactions
B_SW F 5,4 3.5 * 4.1 *
4,3 3.5 * 4.1 *
*See RF reactions table for vertical and
horizontal reactions in plane of the rigid frame.
H
IV
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Frm Col Anc._Bolt Base -Plate in) Grout
Une Une Oty Dia Width Leng h Thick (in)
2* F 4 1.000 8.000 14.00 0.625 0.0
2* A 4 1.000 8.000 14.00 0.625 0.0
2* Frame lines: 2 3 4 5 6
H
IV
UNE
RIGID FRAME:
BASIC COLUMN REACTIONS (k )
Wind
P(m
Frame Column -----Dead-----Collateral-
-----
Live --------- Snow -----
Wind_Leftl--Wind_Rightl-
Une
Une Horiz
Vert
Horiz Vert Horiz
Vert
Horiz
Frm
Col
Suct
Wind -Longi
Wind_Long2
Seis_Left
20.0
Seis_Right
-MIN_SNOW--
E2UNB_SLL-
Une
Une
Harz
Harz
Vert
Harz
Vert
Harz
Vert
Harz
Vert
Harz
Vert
Harz
Vert
7
A
0.0
0.0
-2.1
0.0
-1.3
0.0
0.0
0.0
0.0
0.0
2.8
0.0
2.7
7
B
2.8
0.0
-4.8
0.0
-2.7
0.0
0.1
0.0
0.0
0.0
6.8
0.0
8.2
7
C
3.5
0.0
-4.5
-0.4
-3.7
-2.1
-2.3
0.0
2.2
0.0
8.1
0.0
10.6
7
D
3.5
0.4
-3.7
0.0
-4.5
0.0
2.2
2.1
-2.3
0.0
8.1
0.0
3.6
7
E
2.8
0.0
-2.7
0.0
-4.8
0.0
0.0
0.0
0.1
0.0
6.8
0.0
1.7
7
F
1.5
0.0
-1.3
0.0
-2.1
0.0
0.0
0.0
0.0
0.0
2.8
0.0
0.9
Frm Col E2UNB_SLR-
Une Une Harz Vert
7 A 0.0 0.9
7 B 0.0 1.7
7 C 0.0 3.6
7 D 0.0 10.6
7 E 0.0 8.2
7 F 0.0 2.7
NOTES FOR REACTIONS
BUILDING REACTIONS ARE BASED ON
THE FOLLOWINGLENGTH( BUILDING DATA:
WIDTH EWE HEIGHT FT) = 00/ 20
ROOF SLOPE rise/12) = 1.0:12 / 1.0:12
DEAD LOAD sf) = 2.310
COLLATERAL L AD (psf) = 1
ROOF LIVE LOAD (psf) = 20.00
FRAME LIVE LOAD ( sf = 20
ROOF SNOW LOAD � = 35
GROUND SNOW LOAD (psf) = 50.00
WIND SPEED (MPH) = 110
WIND CODE = IBC 18
EXPOSURE = C
CLOSED OPEN = Closed
IMPORT CE - WIND = 1.00
IMPORTANCE - SEISMIC = 1.00
SEISMIC ZONE = D
MINIMUM ROOF SNOW LOAD(PSF) = 35.000
SR
NOMINAL WIND SPEED MPH = 85 (IBC Section 1609.3.1)
REACTION KEY:ggILHY WIND PE (MPH) = 75
WIND Left/Right 1 =with +GCpi Internal Pressure)
WIND Left/Right 2 = with -GCpi Internal Pressure)
Wind- 1 = W nd oad Case B at Left EW
Wind_Long' 2 = Wind Load Case B at Right EW
MIN -SNOW = Minimum Snow (Pm)gr code
E UNB_SLL = Endwall Unbalanced ow Left
EUNB_SLR = Endwall Unbalanced Snow Right
F UNB_SLL = Rigid Frame Unbalanced Snow Left
F UNB_SLR = Rigid Frame Unbalanced Snow Right
BUILDING BRACING REACTIONS
Reactions in plane of wall
f Reactions(k Panel -Shear
-Wall - Col -Wind - -Seismic - (Ib/ft1
Loc Une Une Harz Vert Harz Vert Wind Lis
LEW 1 D,C Bracing, see EW reactions
F_SW A 3,4 3.5 * 4.1
5,6 3.5 * 4.1
R_EW 7 C,D Bracing, see EW reactions
B_SW F 5,4 3.5 * 4.1 *
4,3 3.5 * 4.1 *
*See RF reactions table for vertical and
horizontal reactions in plane of the rigid frame.
H
IV
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Frm Col Anc._Bolt Base -Plate in) Grout
Une Une Oty Dia Width Leng h Thick (in)
2* F 4 1.000 8.000 14.00 0.625 0.0
2* A 4 1.000 8.000 14.00 0.625 0.0
2* Frame lines: 2 3 4 5 6
H
IV
UNE
RIGID FRAME:
BASIC COLUMN REACTIONS (k )
Dia
P(m
Frame Column -----Dead-----Collateral-
-----
Live --------- Snow -----
Wind_Leftl--Wind_Rightl-
Une
Une Horiz
Vert
Horiz Vert Horiz
Vert
Horiz
Vert
Horiz Vert Horiz Vert
2*
F 2.5
4.5
0.7 1.0 13.6
20.0
23.7
35.0
-13.0 -16.8 -4.3 -11.4
2*
A -2.5
4.5
-0.7 1.0 -13.6
20.0
-23.7
35.0
4.3 -11.4 13.0 -16.8
Frame Column--Wind_Left2-
-Wind_Right2---Wind_Long1---Wind_Long2-
-Seismic-Left Seismic -Right
Une
Une Hartz
Vert
Horiz Vert Hartz
Vert
Horiz
Vert
Horiz Vert Horiz Vert
2*
F -10.6
-9.6
-1.9 -42 -62
-18.1
-6.7
-15.1
-1.7 -0.8 1.7 0.8
2*
A 1.9
-42
10.6 -9.6 6.7
-15.1
6.2
-18.1
-1.7 0.8 1.7 -0.8
Frame Column -Seismic -Long
-MIN_SNOW-- F1UNB_SLL-
F1UNB_SLR-
Une
Une Horiz
Vert
Horiz Vert Horiz
Vert
Horiz
Vert
2*
F 0.0
-3.8
23.7 35.0 19.6
35.0
19.7
19.7
2*
A 0.0
-3.8
-23.7 35.0 -19.7
19.7
-19.6
35.0
2*
Frame lines:
2 3 4
5 6
ENDWALL COLUMN:
ANCHOR BOLTS &
BASE PLATES
Frm
Col Anc.-Bolt
Base_Plate(in)
Grout
Une
Une Oty
Dia
Width Lengi!h
Thick
(in)
1
F 2
0.625
7.000 8.000
0.250
0.0
1
E 2
0.625
7.000 8.000
0.250
0.0
1
D 4
0.625
6.000 8.000
0.375
0.0
1
C 4
0.625
6.000 8.000
0.375
0.0
1
B 2
0.625
7.000 8.000
0.250
0.0
1
A 2
0.625
7.000 8.000
0.250
0.0
7
A 2
0.625
7.000 8.000
0.250
0.0
7
B 2
0.625
7.000 8.000
0.250
0.0
7
C 4
0.625
6.000 8.000
0.375
0.0
7
D 4
0.625
6.000 8.000
0.375
0.0
7
E 2
0.625
7.000 8.000
0.250
0.0
7
F 2
0.625
7.000 8.000
0.260
0.0
ANCHOR BOLT SUMMARY
DATE DESCRIPTION BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NO4704 W COMMERCIAL DR. STE B
RTH LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD IDATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19-B-13436 F2 0
Dia
P(m
Oty
Locate
(i n)
Type
)
O 12
Jamb
5/8"
F1554
2.00
O 32
Endwall
5/8*
F1554
2.00
0 40
Frame
1"
F1654
3.00
DATE DESCRIPTION BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NO4704 W COMMERCIAL DR. STE B
RTH LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD IDATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19-B-13436 F2 0
DETAIL A
Dia= 5/8"
DETAIL B W
Dia= 5/8"
-2 N
d \
d �
N I O O
I O O I
I I
I-
\ M
N
DETAIL C
Dia= 1" 8.
-T-
N �I
4"
4"
2" 2„ 8 1/4"
SW
See Plan
DETAIL D
1 3/4 Framed Opening Width 1 3/4
\ 1 Equal Q Equal
N
�, + Steel Line +
+ +
Ramp (If Required)
ARDia Framed Opening AR Layout
5/8"
F
rol I
SW
1 3/4"
See Plan
DETAIL E
9].' 91..
The Adequacy Of The �"o Base Anchor Is Not The Responsibility Of The Building Manufacturer.
The Adequacy Of These Base Anchors Should Be Determined By A Qualified Foundation Engineer.
Verify Door Jamb Base Clip Dimensions With Patterns ShoWn Prior To Placement Of Door Anchors
And Adjust Patterns If Needed.
Note:12�" Frames May Not Have Kerf Door Frame Feature Depending On Door Manufacturer.
Knock Down Door Anchor Placement
Base Anchors
By Door
ifacturer/Building
ifacturer)
ISSUE DATE DESCRIPTION BY CK'D I DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD — 80X15OX20
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
:H CAD I DATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19-B-13436 F3 0
ill**
= SAME FLANGE
Of Large Flange
4
4
10X25Z13
Large Flongee
Large
N4
I
27'-51"
lFlan
1
IOES1L13
--
Triangle Punch
— --�
Points In Direction
**
Of Large Flange
1/2�
Zee Lap Triangle Punch
** J(Typical) Points In Direction
--A
Of Large Flange
4
4
10X25Z13
Large Flongee
1 4"t
4 The large leg of the Zee must be alternated from top
to bottom in order to nest the member correctly. A
triangle has been added to the end of the Zee near
the connection holes, that will point to the large leg
of the member.
Section A
O
N
O
PURLIN 2'-5 3 4" 2'-5 3 4" 2'-5 3/4"i 2'-5 33 2'-5 3Z4"I
LAP 2'-5 3/4" 2'-5 3/4" 2'-5 3/4" 2'-5 3/4" 2'-5 3/4"
\1
GENERAL NOTES:
1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN.
2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3, STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED
TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL.
4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING
MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL.
5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL
SHEETS AS NEEDED.
6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
O
I
O
I
0
O
I
if
DATE DESCRIPT10N BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENANJD 83434-5233
CAD IDATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE :H
8/23/22 N.T.S. 1 A 19-B-13436 E1 0
P-2
10X25Z12
29'-11
1/2"
P-3
10X25Z13
29-11
1/2'
P-4
10X25Z12
27'-51"
E-1
IOES1L13
24-11
1/2"
E-2
IOES1L14
24'-11
1/2�
E-3
IOES1L14
24'-11
1/2
E-4
IOES1L14
24'-11
1/2"
CB -3
1/2" DIA, ROD
28'-9"
CB -4
1/2" DIA. ROD
29'-2"
W
W
U
Y
U)
N
U-
O
O
0
WPR05002/DET11
F52 -B
o WPR05002/DET11
GPR03004/DET12 D
a GPR03OO4/DET12
ROOF SHEETING PLAN
PANELS: 26 Gauge PBR - Galvalume
DATE I DESCRIPT10N
8/23/22 1 FOR ERECTOR INSTALLATION
GENERAL NOTES:
1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN.
2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3, STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED
TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL.
4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING
MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL.
5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL
SHEETS AS NEEDED.
6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
WPR04006/DET12
® 4 CORNERS
WPR05OO2/DET11
v
GPR05001 /DET1 1
® BOTH ENDWALLS
WPR05002/DET11
v
HERITAGE N4704 W ORTH LITTLE ROCK, A 721R. 6E 040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 8OX15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENANJD 83434-5233
CAD IDATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER I ISSUE
8/23/22 N.T.S. 1 A 19-B-13436 E2 0
0
i
o
rn
o
LY
CL
M
M
co
\
a�
o
0
0
0
0
(:::I
of
a
w
a
cD
c)
0
d-
�
M
0
I
p
CL
CL
U'
M
I
orn
L
L
a GPR03OO4/DET12
ROOF SHEETING PLAN
PANELS: 26 Gauge PBR - Galvalume
DATE I DESCRIPT10N
8/23/22 1 FOR ERECTOR INSTALLATION
GENERAL NOTES:
1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN.
2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3, STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED
TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL.
4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING
MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL.
5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL
SHEETS AS NEEDED.
6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
WPR04006/DET12
® 4 CORNERS
WPR05OO2/DET11
v
GPR05001 /DET1 1
® BOTH ENDWALLS
WPR05002/DET11
v
HERITAGE N4704 W ORTH LITTLE ROCK, A 721R. 6E 040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 8OX15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENANJD 83434-5233
CAD IDATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER I ISSUE
8/23/22 N.T.S. 1 A 19-B-13436 E2 0
PW030C
4
JB -1 JB -10
W
ISL"
1/2
E-2
N4704
ORTH LITTLE ROCK, AI 72.116E 8040
24'-11
BUILDING SYSTEMS
�
G-6
24'-11
G-7
G-8
G-8
G-8
G -IO
G-❑
OWNER: AARON SHEPPARD
LOCATION:
2❑
G-7
CAD
28'-7
SCALE
3❑
BUILDING ID
JOB NUMBER
SHEET NUMBER
ISSUE
8X25Z14
IDATE
8/23/22
I N.T.S.
I 1
G-
A
19-B-13436
E3
G-7 H2
G-
G-8
G-
G-9
M7
PQZ3
RAI -1
0
Zo
co
I
— — — — — — — —
10 EDI I I I I
EC -4 FF1-3 RFI -3 RFI -3 RFI -3 RFI -3 EC -1
co
20'-0" n1
GIRT V-5 3ZI�_ 1'-5 3ZI�_ 1'-5 3ZI�_ 1'-5 3ZI�_
LAPS 1'-5 3/4" V-5 3/4" V-5 3/4" V-5 3/4"
SIDEWALL FRAMING: FRAME LINE A
Y Y Y Y Y Q Y
F2955 -B
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Gauge PBR - Ash Gray
DATE I DESCRIPTION
8/23/22 1 FOR ERECTOR INSTALLATION
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER.
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
/DET12
J-1OAJJ
E-1
HERITAGE
W
ISL"
1/2
E-2
N4704
ORTH LITTLE ROCK, AI 72.116E 8040
24'-11
BUILDING SYSTEMS
1-800-643-5555
IOESIL14
24'-11
1(2"
PROJECT:
AARON SHEPPARD - 80X15OX20
2'-1 3/4
CUSTOMER:
AARON SHEPPARD - H
OWNER: AARON SHEPPARD
LOCATION:
MENANJD 83434-5233
G-7
CAD
28'-7
SCALE
PHASE
BUILDING ID
JOB NUMBER
SHEET NUMBER
ISSUE
8X25Z14
IDATE
8/23/22
I N.T.S.
I 1
I
A
19-B-13436
E3
0
J-1OAJJ
E-1
1Y
IOESIL13
IJ - II
24'-11
ISL"
1/2
E-2
IOESIL14
24'-11
1/2"
E-3
IOESIL14
24'-11
1(2"
G-5
8X25Z16
2'-1 3/4
G-6
8X25C16
24'-11
1 2"
G-7
8X25Z16
28'-7
3/4"
G-8
8X25Z16
27'-11
2"
G-9
8X25Z14
26'-5
1 2"
G-10
8X25Z16
26'-51/2"
B-2
5/8" DIA. ROD
31'-5"
2 CL750
3 CL751
4 SC584-L
PW03001/DET12
0
00
U -
EC -1 RF1-1 RFI -1 RFI -1 RFI -1 RFI -1 EC -1
5'-6" 14'-0" 15'-6" I 15'-6"� 14'-0" 1 5'-6"
GIRT 1'-5 3L4__ V-5 3ZI�__ 1'-5 3ZI�_ 1'-5 3ZI*+_
LAPS 1'-5 3/4' 1'-5 3/4' V-5 3/4' V-5 3/4'
SIDEWALL FRAMING: FRAME LINE F
V-5 3/4'
Y
Y
Y
Y
Y
Q
Y
IOESIL14
24'-11 1/2"
G-8
F2955—B
27'-11 1�2"
G-11
8X25Z16
5'-1 3/4
G-12
8X25C12
24'-11 142"
G-13
8X25Z16
6'-7 3/4
G-14
8X25Z16
26'-5 1/2"
G-15
8X25Z16
26'-5 -
G-16
F407
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER.
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
PW02101/DETIO
SIDEWALL SHEETING & TRIM: FRAME LINE F
PANELS: 26 Gauge PBR — Ash Gray
DATE I DESCRIPTION
8/23/22 IFOR ERECTOR INSTALLATION
UJ -L
E-2
OAJU�IY
IOESIL14
O
981
IOESIL14
24'-11 1/2"
Ih
IOESIL14
24'-11 1/2"
G-8
8X25Z16
27'-11 1�2"
G-11
8X25Z16
5'-1 3/4
G-12
8X25C12
24'-11 142"
G-13
8X25Z16
6'-7 3/4
G-14
8X25Z16
26'-5 1/2"
G-15
8X25Z16
26'-5 -
G-16
8X25Z16
6'-7 3Y143"
G-17
8X25Z16
5'-1 3/4"
CB -2
5/8"^DIA. ROD
31'-5" "
E4
0
O
I
F981
M
0,
F481
F481
o
o�
00�
m
F407
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER.
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
PW02101/DETIO
SIDEWALL SHEETING & TRIM: FRAME LINE F
PANELS: 26 Gauge PBR — Ash Gray
DATE I DESCRIPTION
8/23/22 IFOR ERECTOR INSTALLATION
UJ -L
E-2
OAJU�IY
IOESIL14
IJ -11 IIL
24'-11 1/2"
E-3
IOESIL14
24'-11 1/2"
E-4
IOESIL14
24'-11 1/2"
G-8
8X25Z16
27'-11 1�2"
G-11
8X25Z16
5'-1 3/4
G-12
8X25C12
24'-11 142"
G-13
8X25Z16
6'-7 3/4
G-14
8X25Z16
26'-5 1/2"
G-15
8X25Z16
26'-5 -
G-16
8X25Z16
6'-7 3Y143"
G-17
8X25Z16
5'-1 3/4"
CB -2
5/8"^DIA. ROD
31'-5" "
PWO3001/DET12
V
O
00
2 CL750
3 CL751
4 SC584—L
5 SC584—R
HERITAGE
W COMMERCLD
N4704
ORTH LITTLE ROCK, AIR 2156 8040
BUILDING SYSTEMS
1-800-643-5555
PROJECT:
AARON SHEPPARD - 80X15OX20
CUSTOMER:
AARON SHEPPARD - H
OWNER: AARON SHEPPARD
LOCATION:
MENANJD 83434-5233
CAD
SCALE
PHASE
BUILDING ID
JOB NUMBER
SHEET NUMBER
ISSUE
IDATE
8/23/22
I N.T.S.
I 1
I
A
19-B-13436
E4
0
2 CL750
3 CL751
4 SC584—L
5 SC584—R
Q1"
12
ER -1 11 �— — — — 1 ER -4
I — —T—i .� �L ,� —— — Q m I
EC -1 EC -2 EC -3 EC -3
ENDWALL FRAMING: FRAME LINE 1
'zl1"
12 F16600—B
F764
F42❑7 E
VI PWO2101/DET10
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER.
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
F407u
PANEL LAP
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Gauge PBR - Ash Gray
ISSUE DATE DESCRIPTION
0 8/23/22 FOR ERECTOR INSTALLATION
EC -2
10
BEARING FRAME ONLY!
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE.
WASHER NOT NEEDED ON CLIP SIDE.
m
EC -4
I
1"t�-"
12
E427—R
8 A325 5/8- 1 3/4-
8 A325 5/8 1 3/4
EC -2
2'-0"
G-2
� G-4 L
Bs G-2
— —
7
EC -4
I
I
B4
ER -1
0 G-1
G-2
G-4
G-2
G-1
I
ER -3
W8X10
20'-0 3/16"
I
W8X10
G-1 o-
G-2 Cs
G-3
G-2
G-1 o- l
G-2
8X25Z16
14'-4"
G-3
8X35Z14
19'-4"
G-4
8X25Z16
19'-4"
CB -1
1/2" DIA.
ROD
E8 I
RA1-1
E3
03
I
BRACE TABLE
E -------0
-------
I — — — — — — — — — —
---------E-------
D
EC -1 EC -2 EC -3 EC -3
ENDWALL FRAMING: FRAME LINE 1
'zl1"
12 F16600—B
F764
F42❑7 E
VI PWO2101/DET10
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER.
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
F407u
PANEL LAP
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Gauge PBR - Ash Gray
ISSUE DATE DESCRIPTION
0 8/23/22 FOR ERECTOR INSTALLATION
EC -2
10
BEARING FRAME ONLY!
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE.
WASHER NOT NEEDED ON CLIP SIDE.
m
EC -4
I
1"t�-"
12
E427—R
8 A325 5/8- 1 3/4-
8 A325 5/8 1 3/4
EC -2
81`35C12
19'-7 13/16"
EC -3
W8X10
20'-10 1316"
EC -4
81725C14
18'-5 1/2
ER -1
W8X10
20'-1 1/4 -
ER -2
W8X10
20'-03/16"
ER -3
W8X10
20'-0 3/16"
ER -4
W8X10
20'-1 1/4"
G-1
8X25Z16
13'-7 3/4"
G-2
8X25Z16
14'-4"
G-3
8X35Z14
19'-4"
G-4
8X25Z16
19'-4"
CB -1
1/2" DIA.
ROD
28'-7"
FLANGE
BRACE TABLE
FRAME
LINE 1
D 0 ID I
PART I LENGTH
HERITAGE N4704 W ORTH LITTLE ROCK, A 72.116E 8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENANJD 83434-5233
CAD IDATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19-B-13436 E5 0
CONNECTION PLATES
FRAME LINE 1
❑ID MARK PART
SC5
Q1"
12
15-0"
RA1—
ER-1
I
—0"
E
LT
OV —V VUI—w—um Vr air L
15'-0" � 20'-0" 15-0"
15'-0" 1 "
12
RAI -1
�p ERI -4
EC -1 EC -2 EC -3 EC -3
ENDWALL FRAMING: FRAME LINE 7
12 F16600—B
F764
EC -2
1�
Y
12
F'WUL1UI/ULIIU
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER.
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
Y4U/ III -U
PANEL LAP
ENDWALL SHEETING & TRIM: FRAME LINE 7
PANELS: 26 Gauge PBR — Ash Gray
ISSUE DATE DESCRIPTION
0 8/23/22 FOR ERECTOR INSTALLATION
BEARING FRAME ONLY!
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE.
WASHER NOT NEEDED ON CLIP SIDE.
HERITAGE N4704 W ORTH LITTLE ROCK, A 72.116E 8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
8 A325 5/8- 1 3/4-
8
10 5/8 1 3/4
EC -2
G-2
G-4 G-2
19'-7 13/16"
�
W8X10
�
I
G-1
G-2
G-4 G-2
G-1
Ip
20'-0 3/16"
ER -3
W8X10
�
G-1 o-
G-2 C5
G-3 G-2
G-1 o-
I
G-1
8X25Z16
13'-7 3/4"
G-2
RAI -1
E3
Q3
G-3
I
-------�---------------------------
19'-4"
II—
-------
EC -1 EC -2 EC -3 EC -3
ENDWALL FRAMING: FRAME LINE 7
12 F16600—B
F764
EC -2
1�
Y
12
F'WUL1UI/ULIIU
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER.
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILLING.
Y4U/ III -U
PANEL LAP
ENDWALL SHEETING & TRIM: FRAME LINE 7
PANELS: 26 Gauge PBR — Ash Gray
ISSUE DATE DESCRIPTION
0 8/23/22 FOR ERECTOR INSTALLATION
BEARING FRAME ONLY!
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE.
WASHER NOT NEEDED ON CLIP SIDE.
HERITAGE N4704 W ORTH LITTLE ROCK, A 72.116E 8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
8 A325 5/8- 1 3/4-
8
10 5/8 1 3/4
EC -2
81`35C12
19'-7 13/16"
EC -3
W8X10
20'-10 13,16 -
ER -1
W8X10
20'-1 1/4
ER -2
W8X10
20'-0 3/16"
ER -3
W8X10
20'-0 3/16"
ER -4
W8X10
20'-1 1/4"
G-1
8X25Z16
13'-7 3/4"
G-2
8X25Z16
14'-4"
G-3
8X35Z14
19'-4"
G-4
8X25Z16
19'-4"
CB -1
1/2" DIA.
ROD
28'-7"
FLANGE
BRACE TABLE
FRAME
LINE 7
0 0 ID I
PART I LENGTH
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENANJD 83434-5233
CAD IDATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19-B-13436 E6 0
CONNECTION PLATES
FRAME LINE 7
❑ID MARK PART
SC5
SPLICE PLATE & BOLT TABLE
Qty
Mark Top Bot Int Type Dia Length Width Thick Length
SP -1 4 4 4 A325 1" 2 3/4' 8" 3/4' 4'-3 3/8"
SP -2 4 4 2 A325 3/4" 2 1/2 6" 3/4 2'-11 1/8"
STIFFENER TABLE
Col
Mark
Stiff
Plate Size
Mark
Mark
Width Thick Length
RF1-1
STI
233.0
RF1-3
ST2
0.250
O
N
OFLANGE BRACES: FBxx (1 or 2)
xx=length(in)
(1) One Side; (2) Two Sides
FB6 — L2X2X1/8
A — L2X2X14G
BASE PLATE TABLE
Col
Mark
Plate Size
Width Thick Length
BP -1
8" 5/8' 1'-2"
MCMDCR IMDLc
Mark
Web De th
Web Plate
Start nd
Thick
Len tt
RF —
3.0 42.0
0.250
233.0
RF1-2
42.0/30.0
0.250
72.1
30.0/20.0
0.156
60.0
20.0/20.0
0.156
60.0
20.0/28.0
0.156
240.0
ax3/a XM.O
6x5/16"x50.8
bx0/a X 1Z1.J
6x1/2"x67.0
6x5/16"x 128.6
6x3/8"x73.1
6x3/8"x60.0
6x3/4"x60.8
6 x 5/8" x 120.0
6 x 3/4" x 59.9
6 x 3/4" x 120.0
6 x 3/8" x 120.1
6x 1/4"x 117.7
F52—B RF1-3 42.0/13.0 0.250 233.0 6 x 5/16" x 50.8 6 x 1/2" x 67.0
4" 1%4" 42" 6 x 3/8" x 229.5 6 x 5/8" x 121.3
19'-8 314"
I` 26 Gauge PBR, Galvalume
40'-1 11/16" 1'-411/16"
�—,—
�
Q1" FB40A 1) FB41.3A 1 FB41.3A(1)� FB40A 1
FB37A 1) FB38.5A 1) o Q o
— — — — — �) — — F838 5A i) FB37A i
FB6 41 a ---_----v—= --—_--_�) FB6-41
FB6-2 1 — —FB6-3 1 — — — — — — — — — — — FB6-3 FB —7 2
FB6-7 2) — — -
---- r 11 IL ---
m
Li
81
STI
-2
'-5 3/4'
ARANCE + —
—2
RIGID FRAME ELEVATION: FRAME LINE 2 3 4 5 6
GENERAL NOTES: ISSUE DATE DESCRIPTION
1• BOLT TIGHTENTING — BOLTED JOINTS WITH ASTM A325 TYPE 1 BOLTS GREATERTHANI/2"DIAMETERARE SPECIFIED AS PRETENSIONED JOINTS IN 0 8/23/22 FOR ERECTOR INSTALLATION
ACCORDANCE WITH THE MOST RECENT EDITION OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF TIGHTENING, CALIBRATED
RENCH,TWIST—OFF—TYPETENSION—CONTROL BOLTS OR DIRECT—TENSION—INDICATOR AS ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING
OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRETENSIONED JOINTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING
TURN—OF—NUT METHODIS SUGGESTED.THE CONNECTIONS ON
THIS PROJECT ARE NOT SLIP CRITICAL.
2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS,
3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN,
HERITAGE NORTH LITTLE ROCK, AR 0721 6E 8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD — 80X15OX20
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD IDATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER I ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 E7 0
177 I o
I
ST2
N
1,
I4�
BP -1,
m
I U -
Sheeting
Angle
RA1
A7
Page
MB -A7
Column
Base
Plate
E8
Page
MB—E8
Steel
Line
•
O•
Purlin Clip
3/16" Plate
Anti—Roll Clip
3/16" Plate
Cold Form E n d W a I I Column
Base Plate
Date
Dec 18
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
Fastener
Varies
I DATE
8/23/22
I SCALE
N.T.S.
#12A —
SSR Roof
JOB NUMBER
19-B-13436
SHEET NUMBER
DET1
#17A —
PBR Roof Purlin
At Each
Purlin
1
1 o
1
01
'0 `
I
i
lop
Purlin A
(2)1 /2"x 1 1/4'
A325 M. Bolts
Anti—Roll Clip
An
r3/16" Plate
Rafter
Purlin Clip
2" 2" 3/16" Plate
of Rafter
O• • Purlin Clip
3/16" Plate
Anti—Roll Clip
O• 3/16" Plate
Flange 3 16" 3
�� ' Brace 3/16 3 3/16" 3
Cold Formed Rafter Main Frame Rafter
4" Rafter Section A Section A
Date
Purlin To Bearing Frame ANT PURLIN ANTI—ROLL CLIP
Hot Rolled Rafter Rev
02
Jmn
e
.e
B4
Page
MB -B4
Cold Form Endwall
Column To Rafter
Plan Elevation
* — Refer To Anchor Rod Setting
Plan For Dimension
•
O•
Purlin Clip
3/16" Plate
Anti—Roll Clip
3/16" Plate
Cold Form E n d W a I I Column
Base Plate
Date
Dec 18
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
O• • Purlin Clip
3/16" Plate
Anti—Roll Clip
O• 3/16" Plate
Flange 3 16" 3
�� ' Brace 3/16 3 3/16" 3
Cold Formed Rafter Main Frame Rafter
4" Rafter Section A Section A
Date
Purlin To Bearing Frame ANT PURLIN ANTI—ROLL CLIP
Hot Rolled Rafter Rev
02
Jmn
e
.e
B4
Page
MB -B4
Cold Form Endwall
Column To Rafter
Plan Elevation
* — Refer To Anchor Rod Setting
Plan For Dimension
ISSUE DATE DESCRIPTION BY CK'D DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE 4704 W COMMERCIAL DR. STE B
NORTH LITRE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD — 80X15OX20
Cold Form E n d W a I I Column
Base Plate
Date
Dec 18
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
Rev
01
CAD
I DATE
8/23/22
I SCALE
N.T.S.
PHASE
1
I BUILDING ID
A
JOB NUMBER
19-B-13436
SHEET NUMBER
DET1
ISSUE
0
'asher
Aug '20
Rev
01
B6 Hot Rolled Endwall
Page Column To Rafter
MB—B6
Washer
de
VII L VII L
Aug '20 C4 Jun '17
Rev Page Girt To Cold Form Column Rev
01 MB—C4 00
Page
MB—C6
C6
VII L VII L
Girt To Hot Rolled Jun '17
Endwall Column Rev
00
ISSUE I DATE DESCRIPT10N BY I CK'D I DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
IN COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 8OX15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. t A 19-B-13436 DET2 0
AAM
C13
Page
MB -C13
Column
J
a�
Face of Open Area
Girt To Cold Form EndWall
Column — Partially Open
I I
I I Girt
I I
End all I I
I �O --- O—I
II II
Corner Column
Sheeting Clip
(See Chart)
I I
Q) I I O O I
II I
II I
°'Cf) Ii0 O
1-------f — —
SideWall Girt
Steel Line Sheeting Clip
Member I Piece Marl
Jun '17 D4
Rev Page
00 MB -D4
8" SC5
10" SC54
12" SC55
PaleGirt To Cold Form Corner Column
Column
Base
Plate
E3
Page
MB -E3
Column
Base
Plate
* *
Flan Elevation
* — Refer To Anchor Rod Setting
Plan For Dimension
Dec "18
EndWall Column Base Plate Rev
01
DATE DESCRIPT10N BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLA11ON IES IES JM HERITAGE NORTH
IN COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 8OX15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. t A 19-B-13436 DET3 0
Page Page
Bolted Clips - Framed Opening Connections - Cold Form and Hot Rolled AC01323 Bolted Clips - Framed Opening Connections - Cold Form and Hot Rolled AC01320
Base, Girt, Header, and Sill to Jamb Date Rev Cee - Three and Four Sided Openings Date Rev
May'191 03 May'19 03
Note; All Horizontal Members Within clear Opening are Clipped and
SC425 Clip 2 0 Bolts attached to Jambs With J"O Fin Head Bolts. SC425 Clip See AC00915 thru AC00923
2 0 Fin ** Girt Within opening is Typ. at Header and AC01324 thru AC01332
() �" Jamb/Sub Jamb p 9 Header
Head Bolts (Cold Form ShoWn, provided When Framed Opening H_ (Hot Rolled)
is to be paneled over. DH_ (Cold Form
Hot Rolled Similar) I_ ) _I
Header --I
(Cold Form ShoWn,
Hot Rolled Similar)
Opening width
Header to Jamb
Opening width
SC425 Clip
Sill 1
(Cold Form Shown, I
Hot Rolled Similar)
Opening width
Opening Height Jamb/Sub Jamb
(Cold Form ShoWn,
CL751 Clip Hot Rolled Similar)
** Girt Within opening
Girt
(2) (2) 4"0 Bolts /(2) J"0 Bolts
He B Fin Yj
Head Bolts
(2) J"O Bolts
Sill to Jamb
Girt Height
(2) J"0 Fin
Head Bolts
Jamb/Sub Jamb
(Cold Form ShoWn,
Hot Rolled Similar)
Sill Height
At Cold Form Jamb
(2) 4"0 Fin Bolts at
Three Sided Framed Opening.
(2) 4"0 Bolts at
Four Sided Framed Opening
Girt to Jamb
CL753 at 8"
CL755 L/R at 10"
CL757 L/R at 12"
Cold Form Jambs
Jamb/Sub Jamb
(Cold Form ShoWn,
Hot Rolled Similar)
J"O Anchor Rods
4" Base Plate on JL & JR J
Hot Rolled Jambs
Jamb to Finish Floor
0
Girt
Jamb -
JL_ (Hot Rolled)
DJ_ (Cold Form)
** Zee/Cee Girt
CL751 Clip
Typ. at Girt
-See AC01323
Zee/Cee Girt r
-See AC01323 x
rn
c
C
0
Jamb
JR_ (Hot Rolled)
DJ_ (Cold Form)
- See AC01323
Page
Bolted Clips - Framed Opening Connections - Three and Four Sided AC01322
Openings - Girt Header Date Rev
Apr'20 05
Three Side(
Four
See AC01324
_Al
JI
Mark
Finish Floor
GH06 = 4j" to 6"
IL
GH08 <= 4"
Girt Header
Opening width
12
o
CL751 Clip
Three Sided Framed Opening
** Girt Within opening is
Typ. at Girt
provided When Framed Opening
SC425 Clip
is to be paneled over.
Typ. at Header /Sill
See AC00915 thru AC00923
SC425Clip
Typ. at Sill
Sill
H_ (Hot Rolled)
and AC01324 thru AC01332
'm
Header
DH_ (Cold For
H_ (Hot Rolled)
L DH_(CoId Form) J
c
a
C
0
See AC01323
r
Zee/Cee Girt
** Zee/Cee Girt
Zee/Cee Girt
aT
=
JL_ (Hot Rolled)
JR_ (Hot Rolled)
Clip
See AC01323
c
r
Typ. Girt
N
0
o+
=
r Sill
-H_
(Hot Rolled)
I_
r
Jamb
DH_(Cold Form)
Jamb
S
JL_(Hot Rolled)
JR_ (Hot Rolled)
x
DJ -(Cold Form)
DJ_ (Cold Form)
Finish Floor L
i7)J
or Framing Member
I,/,
-See AC01323
Opening width
thru AC01332
Four Sided Framed Opening
Page
Bolted Clips - Framed Opening Connections - Three and Four Sided AC01322
Openings - Girt Header Date Rev
Apr'20 05
Three Side(
Four
See AC01324
_Al
Fastener #12A
12-14 X 1" P.H.
DP3 AT 1'-0 O.C.
MID)
`0
E
a
Jamb
JR_ (Hot Rolled)
(2) J"O Bolts DJ_ (Cold Form)
Field Drill 1%"0 Holes in Girt at Field Locat r r
Framed Openings (Typ) FDo
Z: ,c,
� J
Girt
c E
^� o
0
Girt Header CL751 Clip O O o
(See Chart) ----
____ o
O O CL
Clip Girt Sill '*
(See Chart) .21
Jamb =
JR_ (Hot Rolled) r =
rn
DJ_ (Cold Form) I it 6 N
Section "A"
Chart
^ v
Mark
8
GH06 = 4j" to 6"
8
GH08 <= 4"
Girt Header
GH10
12
o
CL751 Clip
(see Chart)
Typ. at Girt
o+
a
aci
SC425Clip
Typ. at Sill
Sill
H_ (Hot Rolled)
See AC01323 c
'm
C
DH_ (Cold For
Tv
c
a
C
0
o
Jamb
Jamb
X
JL_ (Hot Rolled)
JR_ (Hot Rolled)
_
DJ_ (Cold Form)
DJ_ (Cold Form)
N
J
Finish Floor
I_
F.O. J
Opening width
See ACO1323
Sided F.O.
Fastener #12A
12-14 X 1" P.H.
DP3 AT 1'-0 O.C.
MID)
`0
E
a
Jamb
JR_ (Hot Rolled)
(2) J"O Bolts DJ_ (Cold Form)
Field Drill 1%"0 Holes in Girt at Field Locat r r
Framed Openings (Typ) FDo
Z: ,c,
� J
Girt
c E
^� o
0
Girt Header CL751 Clip O O o
(See Chart) ----
____ o
O O CL
Clip Girt Sill '*
(See Chart) .21
Jamb =
JR_ (Hot Rolled) r =
rn
DJ_ (Cold Form) I it 6 N
Section "A"
Chart
Girt
Mark
8
GH06 = 4j" to 6"
8
GH08 <= 4"
10
GH10
12
GH12
DATE DESCRIPTION BY CK"D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - BOX15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE SCALE PHASE I BUILDING ID JOB NUMBER SHEET NUMBER I ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET4 0
JI
I
x
al
�
NI
Optional Use
as Sill
A
O O
O O
O
JLO
O O
aming Section 'A'
Drawings For Bolt
Quantity And Diameter
O O
O O
O O
JLO O
,,Hing Section 'A'
Drawings For Bolt
Quantity And Diameter
Purlin
(2 z" Bolts Unless BoltsJP
toted On Erection �2)
ah End of
is
O Drawings i o O 1 Purlin Lap O
Rafter
Flange Brace-/ Flange Brace
As Required
Purlin Lap
Dimensions
2'-1121
2,-51
3'-11
Endwall Bearing Frame Date Date Date
F9 Jun '» F12 Endwall Bearing Frame — Hot Jun '» G2 sep '19
P
Page Intermediate Hot Rolled Rev age Rev Page Purlin To Rigid Frame Rev
MB -F9 Rafter SDlice oo MB—F12 Rolled Rafter Splice At Ridge oo MB -132 0�
ISSUE I DATE DESCRIPTION BY I CK"D I DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - BOX15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENANJD 83434-5233
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET5 0
Column
Flange Brace O O
As Required
Girt Lap
Dimensions
2,_1
2,-5j
4,-1
3'-1-"
6'-32"
Flange Brace
O 10 1 Oi O
(2 2" Bolts Unless 1 (2) 2" Bolts at
Noted On Erection I Each End of Lap
O Drawings
—------- ----------------
Girt
H2
Page
W -H2
Girt To Rigid Frame
- I ...-- -
Sep ' 19 H 4
Rev Paye
01 Me—H4
Steel Line
1..
Fastener Varies
#12A — SSR Roof
Eave Strut #17A — PBR Roof
At Each Purlin
Rafter
Sheeting
Angle RA1
Girt To Rigid Frame Sep '19 18 Low Side Eave Strut To
Rev 01 PMe—is Bearing Frame — Hot Rolled Rev o0
DATE DESCRIPTION BY CK"D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD — BOX15OX20
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE SCALE PHASE I BUILDING ID JOB NUMBER SHEET NUMBER I ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET6 0
MB—J2
Page
MB—L1
a'
Q)
N
a
LLJ
J2
Steel Line
r_..- c-i_..i
Eave Strut To By—Pass
Rigid Frame At Interior
Dec 17
Rev
00
Eave Strut
— — — — — — — — — — —
+T
S
a�
W
Clip A-6 I-'— Clip
Jamb/ Jamb/
Sub Jamb Sub Jamb
Opening Width
L1 Single Cold Form Jamb/Sub Jamb Dec '17
To Low Side Eave Strut Rev
00
Bolted Clips - Framed Opening Connections - Cold Form and Hot Rolled
Jamb/Sub Jamb to Zee Girt
* Hole Location from
Cold Form DJ_ use
Hot Rolled JL & JR_
CL751 Clip
Girt
Height
of Cee
+ Web Thickness
— Jamb/Sub Jamb
(Cold Form Shown,
Hot Rolled Similar)
(2) 4"e Bolts
Zee Girt
(2) J"e Bolts-/
Field Drill *''o Holes in Girt at (2) �"a Bolts
Field Located Framed Openings
Jamb/Sub Jamb
CL751 Clip (Cold Form Shown,
Hot Rolled Similar)
Jamb/Sub Jamb to Zee Girt
(2) �"o Bolts
Field Drill k'o Holes in Girt at
Field Located Framed Opening
ID Zee Girt
in
Girt CL751 Clip
Height
Jamb/Sub Jamb
(Cold Form Shown,
Hot Rolled Similar)
Jamb/Sub Jamb to Zee Girt
'age Page
AC01324 Bolted Clips - Framed Opening Connections - Cold Form and Hot Rolled AC01325 Date Rev
)ate Rev Jamb/Sub Jamb to Cee Girt/Header/Sill
May'19 01 Mav'19 01
Jamb/Sub Jamb
O O (Cold Form Shown,
Openings Hot Rolled Similar)
CL751 Clip
Girt Zee Girt
Height
.S (2) J"o Bolts
Field Drill k'a Holes in Girt at
ml Field Located Framed Openings
Jamb/Sub Jamb to Zee Girt
* Hole Locatioq 11rom face of Cee
Cold Forme �"
Hot Rolled JL_ & JR_ use 1 " + Web Thk
CL750 Clip Jamb/Sub Jamb
(2) 4"o Bolts
% Cee Girt/Sill (Toed Down)
1 Cee Girt/Header (Toed Up)
Girt_
Height
� CL751 Clip
(2) 4"0 Bolts
Field Drill -&"o Holes in Girt at (2) 4"0 Bolts
Field Located Framed Openings
Jamb/Sub Jamb
(Cold Form Shown,
Hot Rolled Similar)
Jamb/Sub Jamb to Cee Girt/Sill (Toed Down)
Cee Girt/Header (Toed Up)
(2) 4"o Bolts Jamb/Sub Jamb
�I Field Drill -&''o Holes in Girt at - - - - (Cold Form Shown,
Field Located Framed Openings O O Hot Rolled Similar)
CL751 Clip
inl I Cee Girt
(Toed Up or Down T_lelz
Girt or Double) Girt Cee Girt
Height Height 1 (Toed Up or Down
CL751 Clip a or Double)
O O
---- Jamb/Sub Jamb (2)"o Bolts
(Cold Form Shown, 0) Field Drill -&"o Holes in Girt at
Hot Rolled Similar) NI Field Located Framed Openings
Jamb/Sub Jamb to Cee Girt Jamb/Sub Jamb to Cee Girt
(2)"0 Bolts
.0
Field Drill -&'o Holes in Girt at
0 Field Located Framed Openings
_� ---
1,✓ Cee Girt/Header
FO-
Header
Height 10 -- O J CL750 Clip
Jamb/Sub Jamb
(Cold Form Shown,
Hot Rolled Similar)
Jamb/Sub Jamb to Cee Girt/Header
Jamb/Sub Jamb
(Cold Form Shown,
Hot Rolled Similar)
CL750 Clip
Sill _I "— Cee Girt/Sill
Height �
J
(2) 4"0 Bolts
4) Field Drill -&"o Holes in Girt at
m Field Located Framed Openings
Jamb/Sub Jamb to Cee Girt/Sill
ISSUE DATE DESCRIPTION BY CK'D DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19-B-13436 ET
0
* Similar Connection
at Rafter
** Flat Washer WF500
Has A Larger Outside
Diameter Than Flat
Washer WFH500 And
Is To Be Located Next
To The Slope Washer
*Column
Rod Brace
Page
MB -0
a
Burr Threads After
Final Tightening
Slope Washer
**Flat Washer WF500
On 2"o Rod Only
Flat Washer
Hex Nut
For Rod Bracing That
Falls Within The Girt Web,
The Erector Is To Add A
Minimum Size Slot For
The Passage Of The Rod
Mar '18
Rod Brace Attachment At Web Rev
01
a�
c
J
a) �
E
0
�I
See Anchor See Anchor
Rod Plan Rod Plan
Column-, Column
Anchor p
Rod
Base Base
Plate I Plate
R2
Page
MB—R2
*
Plan
,I
I I
I I
I I
I I
I I
I I
I I
I I
I I
Elevation
* — Refer To Anchor
Rod Setting Plan
Date
Dec '17
Anchor Rods At Frame Column Rev
00
Screw Application
Standard Grade
Description
Number
Application
1/4"-14 x 7/8" Type 2
4A
Stitch & Trim Screw
12-14 x 1 1/4" Type 2
17A
ember Screw
Up To 4" Insulation)
J
176
ember Screw
Up To 6" Insulation)
PBC
H 462
PBD
H 63
hadoW ib
H
a)
RBR (Reverse
Rolled PBR
HW455
RBU (Reverse
Rolled PBU)
HW459
R2
Page
MB—R2
*
Plan
,I
I I
I I
I I
I I
I I
I I
I I
I I
I I
Elevation
* — Refer To Anchor
Rod Setting Plan
Date
Dec '17
Anchor Rods At Frame Column Rev
00
Screw Application
Standard Grade
Description
Number
Application
1/4"-14 x 7/8" Type 2
4A
Stitch & Trim Screw
12-14 x 1 1/4" Type 2
17A
ember Screw
Up To 4" Insulation)
12-14 x 1 1/2" Type 2
176
ember Screw
Up To 6" Insulation)
Long Life
Description
FNaumber
Application
1/4"-14 x 7/8" Type 1
4
Stitch & Trim Screw
12-14 x 1 1/4" Type 2
3
ember Screw
Up To 4" Insulation)
12-14 x 1 1/2" Type 2
3A
ember Screw
Up To 6" Insulation)
'age
TH060
date Reevv Single Skin Wall Panel Outside Closure Requirements at Eave
Mav'19 01
Eave Strut
Eave Trim
(Profile Varies)
Outside Foam Closure
(See Chart)
Wall Panel
(See Chart)
Eave Strut
Eave Trim
(Profile Varies)
Outside PBR
Metal Closure
HW429
PBR Wall Panel
'age
GD06002
)ateRev
Feb '19 02
Detail at Foam Closure Detail at Optional Metal Closure
(Low Eave Shown High Eave Similar) For PBR Panel Only
(Low Eave Shown High Eave Similar)
Note:
Foam Closures Are Required When Job Requires Air Infiltration
Or Sealed Wall Requirements, See GD16002.
Wall Panel
Foam Closur
PBR
HW456
AVP
HW465
PBU
HW460
VistaShadoW
HW465
Nu all
HW424
PBC
H 462
PBD
H 63
hadoW ib
H
esigner enes
(Fluted Only)
RBR (Reverse
Rolled PBR
HW455
RBU (Reverse
Rolled PBU)
HW459
7.2
HW461
ISSUE DATE DESCRIPTION BY CK'D I DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - BOX15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET8 0
Page
Page
Page
PBR Wall Panel
PWO5002
PBR Wall Panel
PW05003
PBR Roof Panel
GPR00011
Panel Side Lap
Fastener Location
Fastener And Tape Sealant Location
Date
Rev
Date
Rev
Date
Rev
Mar'19
03
Aug'15
04
Apr 19
01
Ao
See Note #1
2�' 77"5" 7 - 5"
7"Note
#1 See Note #2
1'-0"
Fastener #17A
12-14 x SD W/usher
See Note #3
9�" 9�"
94"
7" 5" 7" 5" 7.,
Sheeting Direction
Building Side
Note #2
Fastener #17A
See PW05011 for Panel End La
2
24
2
12-14 x f SD W/Washer
See Note #1
1'-0" O.C.
Bearing Leg
e,
Note #3
,.:�
Fastener #4A
Fastener #4A
a
ei
S�heettingDirection
4-14 x 13" SD W Washer
/
4-14 x J' SO W/Washer
at 1'-8" O.C.
1'-8" O.C.
See "GPR04016"
See Note #2
Sheeting Direction
I
All Roof Members Except As
Noted Below
CORRECT
Eave Strut
Wall Girt
See Note #2
1'-0" 1'-0"
M
-------------
2�" 7" 24" 2" 7"
7"
2�"
all
Buildin Side
Wall Girt
d
N
Exposed Bearing Leg
'rr
Sheeting Direction
Fastener #4A
See "GPR04016"
Sheeting Direction
4-14 x 13" SD W/Washer
See Note #1
At Eave Strut, Panel End Lap
And Peak Purlin
WRONGat
1'-8" O.C.
Wall Base Member
Note:
Screw patterns shown satisfy U.L. 90 requirements for
roof.
ISSUE DATE
DESCRIPTION BY
CK'D DSN
0 8/23/22
FOR ERECTOR INSTALLATION IES
IES JM
W COMMERCIAL DR. STE B
HERITAGE
NORTH LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS
1-800-643-5555
PROJECT:
AARON SHEPPARD — 8OX15OX20
CUSTOMER:
AARON SHEPPARD — H
OWNER: AARON SHEPPARD
LOCATION:
MENAN,ID 83434-5233
CAD
DATESCALE
PHASE
BUILDING ID JOB NUMBER SHEET NUMBER
ISSUE
8/23/22 ITLS
1
A 19—B-13436 DET9
0
Page
Page
Page
PBR Roof Panel
GPR04015
PBR Roof Panel
GPR04016
PBR Wall Panel
PW02101
End Lap Detail
Side Lap And End Lap Details
Base Angle Without Panel Recess
Date
Rev
Date
Rev
1
Date
Rev
Apr'19
03
Apr'19
04
Apr'18
02
Fastener #3
Sheeting Direction
4„
12-14 x #" LL SD W/Washer
At 5"-7"-5" O.C.
Fastener #4 Prevailing Wind
—14 x J" LL
Fastener #4
4-14 x J" LL SD W/Washer
SD W/Washer
At 1'-8" O.C.
TWo Continuous Layers
Tape Sealer 4" -A"
H 507
PBPanel
1'-8" O.C.
Tape Sealer
Tape Sealer �" x"
H 507
DoWn Slope Of ScreW Line"
x HW507
PBR Panel
Section Thru Panel Side Lap
1'
hn9
Fastener3h 4
Directlon
#
TWo Continuous Layers
Base Angle
Purlin-14
x J" LL
Tape Sealer 4" x"
SD W/Washer
HW507
Fastener #12A
At 1'-8" O.C.
PBR Wall Panel
12-14 x 1" Pancake SD W/O Washer
Fastener #3
(3) Per Base Trim When Required
12-14 x I" LL
Fastener #17A
SD W/Washer
12-14 x f SD W/Washer
Roof Panel End Lap
At 5"-7"-5" O.C.
5"-7"-5" O.C.
Purlin
Concrete Fastener
Optional Foam Closure
HW455
4"o Minimum
5'-0" O.C. Maximum
(Not by Metal Building Mfr.)
I
°
Fastener #3
e °
d ° ° °
a
a
12-14 x f LL
SO W/Washer
Panel Endlap Detail
Trim
5" 7" 5"
Eave Strut
(SeeOonal ErlectionBase DraWings
Base Trim
For Piece Mark)
4" Piece Of Tape Sealer
1" x -j" HW506
F406
(Overlap tape sealer on closure by a Inside Closure HW455
minimum) With Tape Sealer 1" x3j"
HW506 Top And Bottom
F407
End Lap Fastener Spacing
Eave Trim
PanelSidelap Detail (When required, may require attachment
At LOW Eave before installing roof panels)
Wall panel must be held off of base trim a minimum ofl"
F408
to prevent bottom of Wall panel from rusting.
ISSUE DATE DESCRIPT10N BY CK'D DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM
W COMMERCIAL DR. STE B
HERITAGE
NORTH LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD — 80X15OX20
CUSTOMER: AARON SHEPPARD — H
OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD
PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
IDATESCALE
8/23/22 N.T.S.
1 A 19—B-13436 DET10 0
PBR Roof Panel
Fixed Ridge Detail
Fastener #4
4"-14 x i" 1
LL SD W/Washer r 1
(6) Required I
I
Fastener #3
12-14 x 14" LL�
SD W/Washer
PBR Roof Panel J
Insulation \
(Not by Fetal Building
Manufacturer)
Tape Sealer 1" x :t"
HW506
Die Formed Ridge
Cap F52
GPR06003 I PBR Roof Panel - Southern Standard And Southern Large
toRev Classic Rake Trim - Sheeted Wall
,Dr'19 04
Fastener #4
1-14 x 1i" LL SD W/Washe
At 1'-0" O.C.
Rake Tria
Standard F764 (ShoWn;
Large F415C
Fastener #17A
12-14 x 14" SD W/Washer
Sheeting Angle
RA'
Fastener #4
mil/\ `• 1 I Detail
Required
Optional
Insulation MITI
F684 Peak Purlins
Install optional ridge insulation t(im F684 as insulation and roof
sheeting is being applied. Temporary attachment, if required, is
not by metal building manufacturer.
Outside Panel Closure
See GDO6003
Rake Trim
Fastener #4A
4-14xi"SID W/ 1
Washer At 1'-0" O.C.
Ye
WPR05002
to Rev
lav'19 08
Rake Trim
Rake Slide Trim
F215I
1
Fastener #4A Outside Panel
4-14 x 13" SD W/ Closure
Washer At 1'-0" O.C. See GD06003
Standard Alternate
For Roof Runs 100'-0" Or Less For Roof Runs Greater Than 100'-0"
Rake
Fastener #4A
4-14 x i" SD W/Washer
At Wall Panel High Ribs
Peak Box
(See Chart)
Fastener #17A
12-14 x 14" SD W/Washer
Sheeting Angle
RA1
Outside Panel Closure
See GD06003
Fastener #4A
4-14 x i" SD W/Washer
PBR Roof Panel
Peak Box At Fixed Ridge
GPR05001
Jun '21 1 08
Fastener #4
4-14 x ti" LL SD W/Washer
(8) Required
T — I Peak Box 1 _ —
_ _ J (See Chart)
11 Rake Trim
1 1
Peak Box
(Top View)
Fastener #4
e e]7il
4-14 x 13" LL SD W/Washer
(10) Required e
Tape Sealer 1" x Fastener Placement
HW506 Rake Trim
At Wall Panel High Ribs Trim
Note:
Flashing profile varies dependent on theVEdgecraftbuilding order. Attachment as illustratedaftis applicable for all profiles.
Profile
Cascading
Classic
Contoured
Signature
Southern
Large
Northern
Standard
redred
DATE DESCRIPTION BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT- AARON SHEPPARD — 80X15OX20
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE SCALE I PHASE BUILDING ID JOB NUMBER SHEET NUMBER I ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET11 0
Peak Box
Roof Panel
Location
Southern
Standard
Southern
Large
Northern
Standard
Northers
Large
F1519
F1585
F1672
F1760
F160
F4153
F381
F1024
F2219
F2285
F2372
F2460
F916
F3853
F236
F1018
SL <= 4"
F6028
F6029
F6030
F6031
>1' <= Y
F6036
F6037
F6038
F6039
SL<=
F7052
F7055
F7058
F7061
> 4. <= Y
F7064
F7067
F7070
F7073
DATE DESCRIPTION BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT- AARON SHEPPARD — 80X15OX20
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE SCALE I PHASE BUILDING ID JOB NUMBER SHEET NUMBER I ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET11 0
PBR Panel
Page
GPR03004
PBR Wall Panel
Page
PW03001
PBR Roof Panel - Southern Standard and Southern
Large
Page
WPR04006
Flat Eave Trim - Sheeted Wall
Outside Corner - On Module
Low Eave Rake Corner with Flat Eave Trim -
1-1" Wall Panel
Date
Rev
Date
Rev
Date
Rev
1
Feb 17
05
Apr'19
08
4
Jul '17
05
Fastener #14
110 x *" Pop Rivet SS
(4 Per Lap)
Fastener #3
Fastener #4A
12-14 x I" LL SD W/Washer
�-14 x i"
at 5"-7"-5" O.C.
N o
SO W/Washer
\ \
(2 Per Lap)
Sheeting
Inside Closure HW455 With
• o e
See
Layout
Continuous Tape Sealer HW506
Fastener 4 Fastener 4
# #
Top and Bottom
4-14 x k LL 4-14 x k LL
SO W/Washer SO W/Washer
(3) Required 1'-0 O.C. Max.
1,
(Trim Color) (Trim Color)
Trim Lap
PBR Panel
SideWall Panel
(Varies, PBR show
Fastener #14A
Flat Eave Trim
"0 x J" Pop Rivet SS
F2955 1,
Eave Trim
I
at 5'-0" O.C.
N
F2955
I
Fastener #17A
1
12-14 x I" SD W/Washer
I
1
1
at 5"-7"-5" O.C.
1
1
EndWall Panel
Without Closure
"Optional" Outside Closure
Fastener #4A
4-14 x j" SD W/Washer
(Varies, PBR shown
( Var)
Fastener #14
1
SGD06002
(See )
1'-8" O.C.
Rake Trim
"0 x *' Pop Rivet SS
1
Corner Box End Ca Field Cut legs flus
(Extend past Corner Trim 1 ")
at 3'-0" O.C.
I
Standard With Corner Trim
Standard
F764 (Shown)
F427L (Shown) and Roof Panel
With Closure
I
1Large
F427R (Opposite)
Large
F4150
Fastener #14A
ke x J" Pop Rivet SS
I
_
Steel Line
F4152L (Shown) See Construction Fastener #14
at 1'-0" O.C.
1
I
Eave Strut
Field Cut Panel
F4152R (Opposite) Details for required
Feld Cut side and bottom attachment of Eave
All° x
I
As Required
flange to conform to Wall. Trim and Rake Trim to
Wall. Wall Panel
2" O.C. max.
(8) Required
1
Apply Tube Sealant at tabs.
Closures not shown for
14-
clarity.
Outside Corner Trim
F830
ISSUE DATE
DESCRIPTION
BY CK'D DSN
0 8/23/22 FOR ERECTOR INSTALLATION
IES IES JM
W COMMERCIAL DR. STE B
HERITAGE
NORTH LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT:
AARON SHEPPARD - BOX15OX20
CUSTOMER:
AARON SHEPPARD - H
OWNER: AARON SHEPPARD
LOCATION:
MENAN,ID 83434-5233
CAD
DATE SCALE
PHASE BUILDING ID JOB NUMBER SHEEP NUMBER
ISSUE
9/23/22 N.T.S.
1 a 19—B-13436 DET12
D
Top Flange
Rafter Web
Bottom Flange
Extension Beyond
Flange Is Optional
For Top And
Bottom Flanges
Page
MB—U2
U2
Top Bolts (See Frame
Drawings For Size)
Intermediate Bolts
(See Frame
Drawings For Size)
Bottom Bolts (See Frame
Drawings For Size)
Bolts At Rigid Frame Ridge Jun '17
Rafter Connection Rev
00
Top Flange--,,�5 5,7—Top Bolts (See Frame
Drawings For Size)
Rafter Web—, Intermediate Bolts
(See Frame
Drawings For Size)
Bottom Flange O
Bottom Bolts (See Frame
O Drawings For Size)
U3 Bolts At Rigid Frame Rafter To Jun '17
PageColumn Connection Rev 00
Page Page
Single Skin Wall Panel Outside Closure Requirements at Rake GD06003 PBR Roof Panel GPR06004
DateRev Section Thru Fixed Ridge Date Rev
Feb 19
02 Apr'19 1 04
Rake Angle
RA1
Rake Trim J
(Profile Varies)
Outside Foam Closure
(See Chart and Note #2)
Wall Panel
(See Chart)
Detail at Foam Closure
Rake "--'
Rake Trim
(Profile Varies)
PBR wall
utside Metal Closure
W429 or HW429A
k3ee Note #3)
Detail at Optional Metal Closure
For PBR Panel Only
Notes:
1. Outside Panel Closures are Required at all Sheeted EndWalls.
2. PBR Wall Panel Outside Foam Closures HW456 Required for Roof Slope 4:12 or Less and HW422
for Roof Slope Greater Than 4:12. Field Form/Notch HW422 to Panel Profile.
3. PBR Wall Panel Outside Metal Closure HW429 for Roof Slope 0 :12 Thru 1 :12 and HW429A for
Roof Slope Greater Than 4 :12 Thru 44 :12.
4. Rake Slide Trim Required for All Standing Seam Roofs and at ScreW DoWn Roof Runs Greater Than 100'-
5. Foam Closures are Required When Job Requires Air Infiltration or Sealed Wall Requirements, See GD16002.
Rake Angle
RA1
Rake Trim
(Profile Varies)
L
Rake Slide Trim
F215
(See Note #4)
Outside Foam Closure ShoWn
Metal Closure Optional
Wall Panel
(See Chart)
Detail at Rake Slide Trim
Wall Panel
Foam Closur
PBR
HW456/HW42
AVP
HW465
PBU
HW460
VistaShadoW
HW465
NuWall
HW424
PBC
HW462
PBD
HW463
ShadowRib
HW412
Designer Series
(Fluted Only)
HW4037
RBR (Reverse
Rolled PBR
HW455
RBU (Reverse
Rolled PBU)
HW459
7.2
HW461
Sym.
Fastener #3
T e Sealer 1" xA"' 12-14 x I" LL SO W/
1
4" HW
Continuous Washer At 5"-7"-5"
Cap F52 Die Formed Ridge PBR Roof Panel
Optional Ridge Insulation
Trim F684
Insulation (Not By Metal
Building Mfr.)
Peak Purlin
ISSUE I DATE DESCRIPTION BY I CK'D I DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT. AARON SHEPPARD — BOX15OX20
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19-13-13436 DET13 0
STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL)
DATE DESCRIPTION BY CK"D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENANJD 83434-5233
CAD DATE SCALE PHASEBUILDING ID JOB NUMBER SHEEP NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET14 0
Page
Page
Page
PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field
PW07022
PBR Wall Panel - Three Sided Framed Opening
PW07023
PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field
PW07024
Notch Panel at Head Trim
Field Notch Panel at Head Trim
Notch and Bend Tabs at Head Trim
Date
Rev
Date
Rev
Date Rev
1
Mar'20
05
Mar '20
05
Mar'20
05
ote• Trim Installation
OR with Field Notch
can be done by Field Notch Panel as shown on
and Bend Tabs at Head Trim as shown on PW07024
PW07022 & PW07023
& PW07025.
ote Trim Installation
can be done by Field Notch Panel as shown
on PW07022 & PW07023
OR With Field
Notch and Bend Tabs at Head Trim as shown on
PW07024 & PW07025.
Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW0702307023
Opening Width + 6" (+2" Lap When req'd)
4E_ With Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025.
Opening Width + 6" (+2" Lap When req'd)
3"
Opening Width
3"
Opening Width + 6" (+2" Lap When req'd)
Field Cut
and Remove
Opening Width + 3"
Opening Width
See PW07023
& PW07027
1�
1�"
Head Trim F481
See 1VYV'025
I
& Pw07027
,a o
M
0 0
0
D
1
o
Front View End View
yr
n
°
o 0 0
°
Head Trim F481
See
2" Lap With (2) Fasteners #14
Head Trim F481
a
PyV07030 a
6" x A" Pop Rivet and H�y540
Caulking
See
PW07030 a
Field Notch and Bend
11" Tab behind Jamb
Jote:
Trim. Attach With
o For "Optional"
Fastener #14 J" x"
Fastener 14A x Po Rivet at
# d" !J" P
Channel Closure Trim
see P 07028
W
Opening Width 3" Opening Width 3"
Field notch Panel
�
c,
Fastener #14A d" x J" Pop Rivet
Pop Rivet. See
PW07025 for details.
1'-8 O.C. at Cold Form
at Head Trim
at 1'-8 O.C. at Cold Form
CL
OR
OR
0
Fastener #16
12-24 x 1j" SD Pancake DP5 W/O Washer
;
12-24 xF14" Pancake SO DP5
4 o
at 1'-8 O.C. at Hot Rolled
—�
o
W/O Washer at 1'-8 O.C.
Lo= o
o
J o
at Hot Rolled
+ c
4" Bead of HW540 Tube Caulking
2" Lap With (2)
p f �
± _
Bead of H�y540 Tube Caulking
r a
from Header to Floor (see section)
Fasteners #14
=*r
o
c o
from Header to Floor (see section)
0
m o
=
�" x J" Pop Rivet
T at Head &
W
o
iu
+ a
"
2 Lap With (2)
c
Jamb Trim F482 Jamb Trim F482
or Alternate F484 or Alternate F484
Jamb Trim When
Head Trim F481 r
Yrn Caulk With HW540
o
t
Jamb Trim F482 Jamb Trim F482
or Alternate F484 or Alternate F484
Fasteners #14
'c
required. Field notch
"'
X: at these edges
�'
a
i" x 4" Pop Rivet
on 0
o as required.
See Py�07027 o after installation
for Jamb Trim
=
Typ at Head &
Jamb Trim When
See
field cut detail E
required. Field notch
PW07029
0
a- 0
Q
0 as required.
Jamb Trim F482
p
See
PW07029
Finish Floor Line
or Alternate F484
o•
te
0
0
For "Optional"
Channel Closure Trim
see Py07028
Fastener #14A d" x �" Pop Field cut Panel
°
Finish Floor Line
°
Opening Width
Rivet at 20" O.C. at Cold Form
OR
a
Fastener #16
12-24 x 14" SD Pancake DP5
Opening Width
W/O Washer at 1'-8 O.C.
ote All
trim is to be of • Field measure Opening
Width
at Hot Rolled
Note: Panel position is shown with
installed
insulation
BEFORE blanket and Height before making
is applied t' Walls. and adjust cut dimensions
field cuts
accordingly.
Panel Rib and Opening on 1'-0 module.
Note: All trim is to be Location of Rib may vary depending on
ote•
Width
p
All trim is to be
ote• Field measure Opening
installed BEFORE blanket the Opening Width and location. Field
installed
insulation
BEFORE blanket
is applied to Walls.
and Height before making
and adjust cut dimensions
i
field cuts
accordingly.
insulation is applied to Walls measure before cutting Panel and Trim.
STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL)
DATE DESCRIPTION BY CK"D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENANJD 83434-5233
CAD DATE SCALE PHASEBUILDING ID JOB NUMBER SHEEP NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET14 0
PBR Wall Panel - Three Sided Framed Opening - Field Notch and Bend PW07025
Tabs at Head Trim Date Rev
Mar'20 05
Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023
Q& With Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025.
*Field Cut -�
Remainder and
Remove
r) —;, Wimh a" fro" I — wh— —1,A)
*Opening Width + 3"
1" *Opening Width 1"
Head Trim F481
Do not cut or
degrees
NsieL All trim is to be
I Front View
See End Cut Detail
Field Cut
and Remove
1j"
*Note: Field measure
Opening Wlidth and
cut Head Trim to
required length.
I
2" Lap With (2) Fasteners #14 End View
A" x {l" Pop Rivet and HW540
Caulking
Opening width
Opening Width 34"
Do not cut or
degrees
NsieL All trim is to be
2�" Field cut and remove
remove back leg
o o 0
installed BEFORE blanket
Channel Closure Trim Piece Mark
Channel
°
Channel Closure Trim
insulation is applied to Walls
F2994 - 8}" Member
F982 - 10" Member
Bend 11" Tab
34" Li
See
PW07030
down 90 degrees
Note: Panel position is shown With
I
Fastener #14A d" x J" Pop Rivet
Panel Rib and Opening on 1'-0 module.
Location of Rib may vary depending on
at V-8" O.C. at Cold Form
°
the Opening Width and location. Field
>/-
measure before cutting Panel and Trim.
End Cut Detail
(Viewed from top of Head Trim)
11"
Field Notch and Bend 1j" Tab
behind Jamb Trim. Attach With
Fastener #14 d" x J" Pop Rivet
Head Trim F481 J /
See PW07027 for Jamb J
Trim field out detail
Jamb Trim F482 or Alternate F484 -
Fastener #14A b" x J" Pop Rivet at
V-8 O.C. at Cold Form
OR
Fastener #16
12-24 x 1j" Pancake SO DP5 W/O Washer
at 1'-8 O.C.
at Hot Rolled
Field cut Panel
STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL)
CONT.
PBR Wall Panel - Three Sided Framed Opening
Jamb Trim Field Cut Details
T1
Alternate Jamb Trim F484
If.M- TIM
Field Cut and Remove
M
=w
Side View at Head Trim
Side View at Floor Line
ote• Field measure Opening Height
before making field cuts and adjust
cut dimensions accordingly.
d
c
C
J
cV
LO
L
x
o'
c
0
4
Jamb Trim F482
Top View
4" 1 . 3J"
PW07027
Mar '20 1 04
(2) Fasteners #14
x J" Pop Rivet
at lap
when it
2" Lap W e required.
Field cut and notch
as required.
Finish Floor Line
Jamb Trim F482 and
Alternate Jamb Trim F484
Front View
Right Jamb Trim as shown
Left Jamb Trim opposite hand
PBR Wall Panel - Three Sided Framed Opening
"Optional" Channel Closure Trim
rl—!— will+h - 7" (a'?" I — wh— —',A
PW07028
Mav'191 04
2" Lop YP t at
Head & Jamb When
required. Field cut
to length if req'd
and notch.
Opening Width 34"
1" Field bend tab down 90
degrees
M
2�" Field cut and remove
i n I
o o 0
Channel Closure Trim Piece Mark
Channel
°
Channel Closure Trim
°
F2994 - 8}" Member
F982 - 10" Member
F169 - 12" Member
34" Li
See
PW07030
F2995 - 121" Member
4 34" Field cut and remove
Fastener #14A d" x J" Pop Rivet
at V-8" O.C. at Cold Form
°
>/-
OR
L
Fastener #16
a
12-24 x 11" Pancake SO DP5
=
Note: Field measure Opening Width
W/O Washer at V-8 O.C.
I a
c
at Hot Rolled
d
Channel Closure Trim
and adjust cut dimensions accordingly.
CL
0
°
Channel Closure Trim
°
End Cut Detail
See
interior leg of the Header or Jamb.
PW07029
0
Finish Floor Line
0
PW07028
Mav'191 04
2" Lop YP t at
Head & Jamb When
required. Field cut
to length if req'd
and notch.
DATE DESCRIPTION BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
44LOCATION: MENAN,ID 83434-5233
CAD DATESCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET15 0
1" Field bend tab down 90
degrees
2�" Field cut and remove
i n I
Channel Closure Trim Piece Mark
Channel
F981 - 8" Member
F2993 - 104" Member
Closure Trim
F2994 - 8}" Member
F982 - 10" Member
F169 - 12" Member
34" Li
F2995 - 121" Member
4 34" Field cut and remove
Note: All trim is to be
installed BEFORE blanket
>/-
insulation is applied to Walls.
Channel Closure Trim at Jambs
Note: Field measure Opening Width
and Height before making field cuts
and adjust cut dimensions accordingly.
qattL The interior leg of the Channel Closure
End Cut Detail
Trim is to be oriented (t1/8") to match the
interior leg of the Header or Jamb.
DATE DESCRIPTION BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
44LOCATION: MENAN,ID 83434-5233
CAD DATESCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET15 0
PBR Wall Panel - Three Sided Framed Opening Jamb Trim Installation PW07029
p 9 - Harp RP"
Mar '20 1 05
PBR Wall Panel - Three Sided Framed Opening
Head Trim Installation
PBR Panel
PBR Wall Panel 1� Field Cut Wall Panel
ate Terminate Blanket Insulation =w
at Jamb Trim +
Opening Width o
L 'y
O _
Field flatten Trim leg When required = o
'2
Jamb Trim F482 (shown) o
or Alternate Jamb Trim F484 a
o
---Lj
Jamb
Fastener #17A
Fastener #14A A" x J" Pop Rivet
(Cold Form shown
Note: All trim is to be
12-14 x f SD W/Washer
at 1'-8" O.C. at Cold Form
the Opening Width and location. Field
Hot Rolled similar)
measure before cutting Panel and Trim.
At 5" - 7" - 5" O.C.
OR
At Cold Form Members
Fastener #16
Or
12-24 x 14" Pancake SO DP5
"Optional"
Fastener #67
W/O Washer at 1'-8" O.C.
Channel Closure Trim
See PW07028 for details.
12-24 x i" SD DP5 W/Washer
at Hot Rolled
At 5" - 7" - 5" O.C.
Double Sided Tape"
At Hot Rolled Members
Not by Building Mfg)
Head Trim
Blanket Insulation"
Bead of HW540 Tube Caulking
(Header to Floor)
F481
-ial
PBR Wall Panel 1� Field Cut Wall Panel
ate Terminate Blanket Insulation =w
at Jamb Trim +
Opening Width o
L 'y
O _
Field flatten Trim leg When required = o
'2
Jamb Trim F482 (shown) o
or Alternate Jamb Trim F484 a
o
---Lj
Alternate Jamb
Trim F484 Profile
qgLeL Panel position is shown With
Panel Rib and Opening on 1'-0" module.
Note: All trim is to be
Location of Rib may vary depending on
installed BEFORE blanket
the Opening Width and location. Field
insulation is applied to Walls.
measure before cutting Panel and Trim.
PW07030
Oct'19 1 03
Fastener #14A
�" e x J" Pop Rivet SS
At 1'-8" O.C. At Cold Formed Members
Or
Fastener #16
12-24 x $" Pancake SD
DP5 W/0 Washer At 1'-8" O.C. At
Hot Rolled Members
Header
(Cold Form Shown
Hot Rolled Similar
I
I
I
I
I
I "Optional" Channel
Closure Trim
See PW07028 For Details.
I
I
I
I
I
I
I
I
I
I
Finish Floor
I
I
SL
DATE DESCRIPTION BY CK'D DSN
8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
:H CAD I DATE I SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET16 0
Page
Page
Page
PBR Wall Panel - Walk Door & Glass-Front Walk Door - Trim Installation
PW09022
PBR Wall Panel - Walk Door And Glass-Front Walk Door
PW09023
PBR Wall Panel - Walk Door & Glass-Front Walk Door - Trim Installation
PW09024
with Field Notch Panel at Head Trim
Field Notch Panel at Head Trim
with Field Notch and Bend Tabs at Head Trim
Date
Rev
Date
Rev
Date
Rev
Mar'20
03
Mar '20
02
Mar '20
03
& PWO9023
Note: Trim Installation
& PW09023
ote: Trim Installation can be done by Field Notch Panel as shown on PW09022 & PW09023
4B. With Field Notch and Bend Tabs at Head Trim as shown on PWO9024 & PW09025.
ote: Trim Installation can be
done by Field Notch Panel as shown on PW09022
can
be done by Field Notch Panel as shoWn on PW09022
With Field Notch and Bend
Tabs at Head Trim as shown on PWO9024 &
PWO9025.
OR With Field
0
0
Notch and
Bend Tabs at Head Trim as shown on PWO9024
& PW09025.
0
0
Door width + 64" (+ 1'-6 for each SideLite)
Door width + 61" (+ 1'-6 for each SideLite)
0 a
1�"
Door Width + 3j" (+ 1'-6 for each SideLite)
1 j"
?I Panel Rib
0 3:14"
Door Width + 34" (+ 1'-6 for each SideLite)
1j"
0 � o
See PWO9023
Door Width + 3 "
0
U_ o
See PWO9025
N °o
& PW09027
(+ 1'-6 for each SideLite) 1 "
o0
n `00 U_
& PW09027
Y
6 0 0 1
Y
0 0 0 1
Y m
In 0 0
Door Width
Door Width + 34" (+ 1'-6 for each SideLite) 1"
-3t 5 ,� m
o a
0 o
0 0
N j 0
(+ 1'-6 for each SideLite) 1�"
v) N 3
°
°
Field notch Panel
Door Width at Head Trim
,a
°
°
Head Trim F481
(+ 1'-6 for each SideLite) 1i"
Head Trim F481
Field Notch and
See
PW09030
c
0 i2 —v
See
PW09030
Bend 14" Tab
behind Jamb
or PW09032
0 I
or PWO9032
Trim. Attach
O
0 N
Y
O With Fastener
Fastener #14A d" x "
O
0 3
Fastener #14A r�" x �"
R x { "
Pop Pop Rivet. See
o
Pop Rivet at 20" O.C.
o
Pop Rivet at 20" O.C.
PW09025 for
00
0
details.
0-3- a
°
°
Head Trim F481 , 00 I Caulk these edges
00 3 0
°
o
0
Bead of HW540 Tube Caulking
0 I after installation.
0
}" Bead of HW540 Tube Caulkin
0 =
from Header to Floor (see section)
See PWO9027 I �` I
I
� o 0 =
from Header to Floor (see section)
'I o
for Jamb Trim °o I
00
0
01 0
Jamb Trim F482 Jamb Trim F482
field cut detail I 0.
I 0 Y o I
"K 0 0
o1 0
Jamb Trim F482 Jamb Trim F482
0
I
0
or Optional F484 or Optional F484
o
I I I
0
0 I
0
or Optional F484 or Optional F484
0
I
j
Jamb Trim F482 0
I
or Optional F484
I
^
0
See
"'a I
See
o
PW09029
o
I I
o
PW09029
0
or PWO9031
Fastener #14A I d" x �" ^ Field cut Panel
or PWO9031
Pop Rivet at 20" O.C.
0
Finish Floor Line
0
1"
0
Finish Floor Line
0
1"
Door width (+ 1'-6 for each SideLite)
Door Width (+ 1'-6 for each SideLite)
1 "
1"
Door Width + 31" (+ 1'-6 for each SideLite)
Door Width + 31" (+ 1'-6 for each SideLite)
Note: Panel position is shown With
Panel Rib and Door on 1'-0 module.
Uq_tjqL All trim is to be Location of Rib may vary depending on
installed BEFORE blanket the Door Width and location. Field
beote•
Field measure Door Width and
to be
qgLe:L Field measure Door Width
ote• All trim is to
insulation is applied to Walls. measure before cutting Panel and Trim.
qateeL All trim is
and
installed BEFORE blanket
Height before making field cuts and
installed BEFORE
blanket
Height before making field cuts
and
insulation is applied
to Walls,
adjust cut dimensions accordingly.
insulation is applied
to Walls.
adjust cut dimensions accordingly.
ISSUE DATE DESCRIPTION BY CK'D DSN
W COMMERCIAL DR. STE B
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE
NORTH LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD – 80X15OX20
CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD
LOCATION: MENM,ID 83434-5233
CAD SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
IDATE I
8/23/22 N.T.S. 1 A 19—B-13436 DET17 0
I I
Page
Page
Page
PBR Wall Panel - Walk Door And Glass -Front Walk Door - Field Notch and
PW09025
PBR Wall Panel - Walk Door
And
Glass -Front Walk Door
PW09027
PW09032
Bend Tabs at Head Trim
Jamb Trim Field
Cut Details
PBR Wall Panel - Knock Down Walk Door -
Head Trim Installation
Date
Rev
Date
Rev
Date
Rev
Mar'20
02
Mar'20
03
May'19
03
ote: Trim Installation can be done by Field Notch Panel as shown on PWO9022 & PW09023
4.L with Field Notch and Bend Tabs of Head Trim as shown on PW09024 & PW09025.
I I
Door Width + 64" (+ V-6 for each SideLite)
Door Width + 31" (+ 1'-6 for each SideLite) 14"
14"
1
PBR Wall Panel
Girt
Alternate Jamb Trim F484
Jamb Trim F482
Top View
Too View
Fastener #17A
Head Trim F481
0
0
3J"
12-14 x f SO W/Washer
0
o
at 1'-0" O.C.
c
c
3J"
Front View
$
°o lO
Field Cut
Fastener #17A
End View
o 1
0 1
and Remove
12-14 x I" SO W/Washer
See End Cut DetailF
- W
at
Y N
5"-7"-5" O.C.
Fastener #14A "e x Pop
Opening Width
— 3
Rivet SS at 1'-8" O.C.
Do not cut or Note: All trim is to be
M'I cV
M N
remove back leg installed BEFORE blanket
insulation is applied to Walls
Bend 14" Tab
1"
�„ down 90 degrees Note: Panel position is shown With
Panel Rib and Door on 1'-0 module.
Location of Rib may vary depending on
Field Cut the Door Width and location. Field
and Remove measure before cutting Panel and Trim.
Head Trim F481
End Cut Detail
$
Walk Door Header
(Viewed from top of Head Trim) ?Panel Rib
I1"
Side View at Head Trim
o°
(Profile may vary)
Door Width + 34"
in
o °
L
o °o °'
+ 1'-6 for each SideLite 1
( ) " Door Width + 3 "
I
° 3
° o d
o x
Door Width (+ V-6 for each SideLite)
o
Y o
76 5 o`
(+ V-6 for each SideLite) 1 "
"
3
00
Field Notch and Bend 1j" Tab o
1
o o
behind Jamb Trim, Attach With °o tj —0
I
Fastener #14 d" x {�" Pop Rivet
�
n
O
Head Trim F481 0° I
Finish Floor Line
Finish Floor Line
See PW09027 for Jamb I 0 3 I
`�
Trim field cut detail I 0 I
C I
0
Side View at Floor Line
Jamb Trim F482 00't I
Jamb Trim F482 and
or Optional F484 I r o N
° I III I III
te
No: Field measure Door Height before
Alternate Jamb Trim F484
i.
Fastener #14A J" x I .x
making field cuts and adjust cut dimensions
Front View
Right Jamb Trim
hlatti All trim is to be
Field cut Panel
Pop Rivet at 20" O.C. I I
accordingly so that Jamb Trim fits to Head
Trim & at 14" below Finish Floor Line.
as shown
Left Jamb Trim opposite hand
installed BEFORE blanket
insulation is applied to Walls.
i�
ISSUE DATE DESCRIPTION
BY CK'D DSN
W COMMERCIAL DR. STE B
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE
NORTH LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS
1-800-643-5555
PROJECT: AARON SHEPPARD - 80X15OX20
CUSTOMER: AARON SHEPPARD - H
OWNER: AARON SHEPPARD
LOCATION: MENM,ID 83434-5233
CAD SCALE PHASE
BUILDING ID JOB NUMBER SHEET NUMBER
ISSUE
IDATE I
8/23/22 N.T.S. 1
I I
A 19—B-13436 DET18
0
Page
PBR Wall Panel - Knock Down Door Jamb Trim Installation Date PW09031 Rev
Mar '20 07
Sheeting Angle RA1 Talk Door Jamb
Field Notch At Girt And Base Member.
(Attach With 1 — Fastener #12A 12-14 x 1
Pancake SO W/O Washer At Each Member)
Urethane Tube Sealant HW540
�" a Bead To Floor
Fastener #14A
�o x J" Pop Rivet SS
At 1'-8" O.C.
Double Sided Tape
(Not By Metal Building Mfr.)
Blanket Insulation --�
PBR Wall Panel Field Flatten Trim
Note: Leg When Required
Terminate Blanket
Insulation At Jamb Trim Jamb Trim
F482 (Shown)
Or Alternate Jamb
Trim F484
Alternate Jamb Trim F484
Field Cut Wall
Panel As Required
1" Door Width
Door Width + 41
Note:
All Trim Is To Be Installed BEFORE Blanket
Insulation Is Applied To Walls.
Location Of Panel Rib May Vary Depending
On Door Width, Door Location And Panel
Starting Location. Refer To Erection Drawings
For Panel Layout. Field Measure Before Cutting
Panel And Trim.
ISSUE I DATE DESCRIPTION BY CK'D DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT: AARON SHEPPARD — 80X15OX20
CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEr NUMBER ISSUE
8/23/22 N.T.S. 1 A 19—B-13436 DET19 0
F
Jamb Extension
Sheeting Angle RAi -
Field Notch And
Attach To Girt And
Base Member With
(i) Fastener 112A
12-14 x 1" SD
Pancake W/O Washer
0 0
B C
Field Locate Walk Door J
Clip To Clear Strike
Reinforcement /J
Knock Do*n J
Door Frame
Door Width = 3'-0", 4'-0", 6'-0"
Door Elevation
Girt
Jamb Extension
Sheeting Angle
RAi
12
Falk Door Clip
WDC81 At W" Door FrameWDC101 At 14" Door Frame
W121 At 14" Door Frame
Fastener 112A
12-14 x 1" Pancake
1 SD W/O Washer
2
)Strikee
Side
Ofch
Jamb)
Strike Reinforcement
Angle WDA
Field Cut And Bend
Attachment To
Concrete Not Metal Bldg Mf�
94'. A,.
The Adequacy Of The ke Base Anchor Is Not The Responsibility Of The Building Manufacturer.
The Adequacy Of These Base Anchors Should Be Determined By A Qualified Foundation Engineer.
trify Door Jamb Base Clip Dimensions With Patterns ShoWn Prior To Placement Of Door Anchors
Md Adjust Patterns If Needed.
Note:124" Frames May Not Have Kerf Door Frame Feature Depending On Door Manufacturer.
Knock DoWn Door Anchor Placement
Base Anchors
By Door
ifacturer/Building
facturer)
Girt
(4) *'a x }' Jamb to
Header Bok/Nut
Provided By
Door anufocturer)
Walk Door Clip \ \ I v 1
\ \ \ \ I
e Jamb \ \
Door Frome Head \ \
r �'12A , (2) Fastener /17A V
Poncoke 12-14 x 1" Pancake Door Frome Jamb See Note
o•
usher I • SD W/o usher \ \ \
:h Side
Jamb)
i
Strike Reinforcement i
Angle \
Sheeting Angle \ \
Walk Door Clip/Strike Reinforcement Angle Isometric Door Jamb Extension Isometric
SL Girt
1
fc
Door Frame
Head
Door Leaf
Section A
(2) Door Jamb Extensions Are Required For All
Knock DoWn Doors.
Extend Door Jamb Extension To The 7'-6" Girt
Elevation And Attach To The Web Of The Girt With
(4) Fastener #12A, Attach Door Jamb Extension
Channel To Door Jamb With (6) Fastener /12A.
For Girt Elevations Above 7'-6" Refer To AC05132
For Door Jamb Extension Requirements.
Note:
If Girt Has A 3]" Flange, Field Notch
Jamb Extension Channel To Clear Girt
Lip. Do Not Notch Girt Lip.
Fastener /12A
12-14 x 1" Pancake
SD W/O Washer
(10 Reqd)
Jamb Extension
HW95M For 81" Door Frames
HW9876 For IQ" Door Frames
HW9877 For 121" Door Frames
Shee
At
Section B Section C
Walk Door Clip
Strike
Reinforcement
Angle
Sheeting
Angle
ISSUE DATE DESCRIPTION BY CK'D DSN
0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH
W COMMERCIAL DR. STE B
LITTLE ROCK, AR 72116-8040
BUILDING SYSTEMS 1-800-643-5555
PROJECT. AARON SHEPPARD - 80X150)(20
CUSTOMER: AARON SHEPPARD - H —OWNER - AARON SHEPPARD
LOCATION: MENAN,ID 83434-5233
Page CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBERrISUEKnock Down Door - Girt At 7'-6" Without Low Girt , . JR 0Date Rev 8/23/22 N.T.S. 1 A 19—B-13436 DET20
No,, 00
Field Service Procedures
Authorization For Corrective Work
Unloading. Handling And Storage
Roof And Wall Panels
Roof And Wall Panel Damage During Construction
In Order To Give You Prompt Service And Keep Problems To A 1TIinimum,
My
Normal Erection Operations Include The Correction Of Minor Misfits Amounts Of
By
Reaming, And The
STRUCTURAL •
A Great Amount Of rime And Trouble Can Be Saved If The Building Parts Are
Manufacturer's Roof And all Panels Include Color Coated, Golvalume, And
W
Galvanized, Provide Excellent Service Under Widely Conditions. AlI Unloading
The Quality Of Workmanship In Steel C coon Practice And Handling Methods
Please Handle Shortages Or Back Charges In The Follofying Manner.
M
1. Carefully Check Your Packing List Whil4 Unloading.
Chipping, Welding Or Cutting Drofying Of Elements Into Line
771��rough The Use Of Drift Pins. Errors That Canpyt Be Corrected By The Foregoing
Unloaded At The Building Site According To A Pre—Arranged Plan. Proper Location
And Handling Of ComponentsWi II Eliminate Unnecessary Handling.
varied
A�Ppd Erection Personnel Should Fully Understand That These Panels Are Quality
Used During The Construction Of The esl Building Can Significantly Affect The
eta)
Appearance And Performance Of The Building Panels. Panel Damage During
2. Mark Any items Which Appear To Be Missing And Notify The Field
Means Or Which Require Major Changes In The Member Configuration Should Be
Merchandise, Which Maris Cautious Care And Handling.
Construction Can Be The Result Of Faulty Installation Methods And/or
Service Department At The Number Shofpn In The Title Block As Soon
As Possible. Calling Someone Else Could Delay The Proper Response.
Reported Immediately To The Gilmer And The Fabricator By The ErwVr, To Enable
Whoever Is Responsible Either To Correct The Error Or Approve The Efficient
fi4IE:UNDER
NO CIRCUMSTANCES SHOULD PANELS
Carelessness.
Most
And Economical Method Of Correction To Be Used By Others. (AlSC 303-110,
Piece Marks Are Stenciled On The Primary Structural Members At The Lolyer End,
Packages Of Sheets Should Ba Lifted Off The Truck th Extreme Care Taken To
Overdriven Fasteners Cause Indentations Or Shall gy� Pockets In The Panel Around
1%i�L-CLAIW,
An Must Dake A
Section 7.14). If The Error la The Fault Of The Manufacturer M "Authorization For
1'-0" From The End. Inspect All Shipments Prior To Releasing The Tie—doylns For
That May Shifted During Transit
Ensure That No Damage Occurs To Ends Of The Sheets Or to Side Ribs. The
Packages Should Be Stored Off The Ground Sufficiently Hg To Alloyf Air
The Fastener Head. Rain Water Or CondensaBon lAoisture Combined With
In The Event Of Error, The Customer Promptly Written Or Verbal
Corrective Work" Must Be Issued In Writing The Manufacturer To Authorize The
W W ng By �)
Loads Have
Dirt Particles Collect In
Atmospheric Pollutants (principally Sulfur Dioxides) AndWater
"Initial Claim" to The Manufacturer For The Correction Of Design, braking, Bill Of
Materials Or Fabrication Error.
Corrective Work At A Cost Not To Exceed The Maximum Total Coat Set Forth.
Alternative Corrective Work Other Than That ProIn The "Initial Claim"
posed May
REMEMBER SAFETY FIRST:
Circulation Underneath The Packages. This Avoids Ground oiature And Deters
People From Walking On The Packages. One End Of The Package Should Be
These Pockets. The Combination Of Pollutants And Water Create AciQ�Solufions
That *"III Cause Corrosion Da age To The Panel And Fastener. Rain Ma y ash
The "Initial Claim" Includes:
1. Description Of The Nature And Extent Of The Errors, Including Quantities.
P 9
Be Directed By The Manufacturer In The "Authorization OF Corrective Work". Only
butte
The Feld Service Deportment May Authorize CorecfiVe Work.
Blocking Under Columns And Rafters Protect The Splice Plates And The Slab From
Damage During The, Unleeds Protea. It Also Facilitates The Placing Of Slings
Elevated To Encourage Drainage In Cee Of Rain. The Manufacturer Exercises
Caution Drying Fabrication Shipping To Ensure That All Panel Stock
�(�mn
But
Some Pollutants A Moisture In Form Of High Humidity Can Keep see
/mss And Continue The Problem. OVerdriVin The Fastener Also Forces The
W Continue
2. Description Of The NMan And Extent Of Proposed Corrective Work,
And Coble Around LMlember� For Later Lifting And Allofys Members To Be Boned
9
s Kept D Ho ever Due To Climatic Conditions, ater Fanned Condensation
o Conditions,
eP Dry. VI W �'
Sealing Washer From Under The Head Creating A Leak At This Point Proper
Including Estimated Man—Hours.
g
3. Materials To Be Purchased From Other Than the Manufacturer, Including
The "Ertel Claim" In Writing Must Be Forfyarded By The Customer To The
Together Into Sub—assemblies While On The Ground. Extra Core Should Alylays Be
Exercised In The Unlaadl'ng Operation To Prevent Injuria From Handling Steel And
Of Humid Air Become Trapped Betyleen Sheets. Water Can Also Be Trapped
The Sheets When Exposed Rain. This May
Torque Adjustment ro The Of O Gun Or Preferably The Use Of A Depth Gauge
�II Eliminate The Problem Of Overdriven Fasteners.
Estimated Quantities and Cost.
4. Maximum Total Cost Of Proposed Corrective Work And Materials To Be
Manufacturer Within (10) Days Of The Completion Of The Corrective Work
Authorized By The Manufacturer.
To Prevent Damage To Materials And The Ceaeros Slob. lt Water Is Alloiled To
Remain For Extended Periods In Bundle Of Primed Ports Such As Girts, Purlins,
d Has
Caused By Trapped Moisture. The Stain Is Usually Superficial And Has Little Effect
Caused app su
On The Appeamnce Or Service Life Of The Panels As Long As H Not Permitted
it Is Extremely Important That All Drill Shavings From The Installation Of Panel
Purchased From Other Than The Manufacturer.
Etc., The Pigment II Fade And The Paint Will Gradual Soften Reducing Its Bond
9 � � Gradually 9
To The Steel. Therefore, Upon Receipt Of A Job, All Bundles Of Primed Parts
To Remain On The Panel. Ho ever, Moisture In Contact With The Surface Of The
Vl
panel Over M Extended Period Con Severely Attack The Finish And Reduce The
Fasteners And Filings From The SaVI CutU[[II��g OF Panes Be Removed From The
Panel Surface. Corrosion Can Occur In A Alatter Of Hours When These Shavings Or
SHORT MATERIALS,
Should Be Stored At An Angle To Alloy) Any Trapped Water To Drain Away And
Effective Service Life. See R1-07 Titled "Damage From Condensation Or Tropped
Fillings Aro Not Removed And Are In Contact With Water Or Condensed Moisture.
Immediately Upon Delivery Of Materials, Quantities Me To Be Verified
1. Actual Number Of an—Hours By Dated Of Direct Labor Use On Corrective
Work And Actual Hourly Rate Of Pay.
Permit Air Circulation For Drying. Puddles Of Water Should Not Be Alloyfed To
Collect Md Remain On Columns Or Rafters For Same Reason.
Woter',
When Panels Are Pre—Drilled Or Cut In The Stock Prior To Erection AlI Shavings
By The Cust mar Against Quantities That Are Btlled On The S ipping Documents.
p F,
2. Taxes And Insurance On Total Actual Direct Labor.
Must Be Cleaned From Both Sides Of The Panel To Present Corrosion Of The
Neither The Manufacturer Nor The Carrier Is Responsible For Material Shortages
Against The Quantifies Billed On The Shipping Documents If Such Shortages Are
Not Noted On The Shipping Documents When The Material Is Delivered And
3. Other Direct Costs On Actual Direct Labor.
4. Cost Of Materials (Not Minor Supplies),Authorized By The Manufacturer To
The Coat Of Shop Primer Is Intended To Protect The Steel Framing Only For A
Short Period Of Exposure To Ordinary Atmospheric Conditions. The Coat Of Shop
S64lD4bL
Care Should AllVays Be Taken When Walking On Pangs. Use Safety Una And Net
When Necessary. Panels Are Slippery, Wipe Dry Any Moisture Or Surface Material
Panel By These Particles. R Is Imperative That The Roof Be Sfiept Clean At Least
Daily And Certainly At Job Completion. The Final Cleaning Of The Roof Should Be
Done Prior To Installing The Gutter So That The Shavings Are Not Deposited Into
Acknuilledged By The Carl'ers Agent. If The Carrier Is The Manufacturer, Claims
Be Purchased From Other Than The Manufacturer, Including Copies Of
Primer Does Not Provide The Uniformity Of Appearance, Or The Durability And
at Hos Puddle From Bundles Stored On A Slope. Defy, Frost, Or Other Forms Of
The Gutter And Left To Corrode. Any Other Foreign Objects Or Debris Left By
For Shortages Are To Be Made By The Customer To The Common Carrier. If The
Pard
Corrosion Resistance Of A Feld Applied Finish Coat Of Paint Over Shop Primer.
(oisture Greatly Increase The Slipperiness Of The Panels. Nylays Assume Panel
Construction Personnel Should Also Be Removed From The Roof During The
Material Quantities Received Are Correct According To The Quantities Billed On
Invoices.
Surface Is Slippery And Act Accordingly. Never Walk Of Step On Skylights Or
Erection Of The Roof And The Installation Of Such Equipment As Air Condition
The Shipping Documents, But Are Less Than The Quantities Ordered Or The
6. Total Actual Direct Cost Of Corrective Work (Sum Of 11 2, 3, And 4). The
"Final Are To The The The
Translucent Panels.
Units, Etc..
Quantities That Aro Necessary To Cgmplete The etal Building According To The
Order Documents, Claim Is To Be Made To The Manufacturer.
Claims Credited Customs{,By Manufacturer In
Amount Not To Exceed The Leger Of The Maximum Total Cost Set Forth
Use Wood Blocking To Elevate And Slope The Panels In A manner That Allotys
Personnel Walking On The Panel Can Cause Damage. Workmen Should Step Or
In The "Authorization For Corrective Work" Or The Total Direct Cost Of
Moisture To Drain. Wood Blocking Placed Betfyeen Bundles �rdl Provide Additional
Walk In The Broad Flat Areas Of The Panel And Avoid Stepping On The Panel
DAMAGED OR DEFECTIVE IiIATERIAI -
Corrective Work.
Air Circulation. When Handlipg Or Uncrating The Panels, Lift Rather Than Slide
Them Apart. Burred Edges Scratch The Coated Surfaces hen Sheets Are
Ends And Edges W ich Can Be Bent By Careless Handling. If This Damage Is
Damaged Or Defective Material, Regardless Of The Degree Of Damage, Must be
Noted On The Shipping Documents By The Customer d Anknofiledged By The
•• IMPORTANT NOTE ••
May
Slid Over One Another. Never Allo* Panels To Be Walked On While On The Ground.
Severe, The Edges Aust Be Straighten Prior To Erection Since The Appearance
Carrier's Agent The Manufacturer I Not Responsible For Material Damaged In
Coat Of Equipment (Rental Or Depreciation), Small Tools, Supervision, Overhead
Md/or Weather Tightness Of The Panel Could Be Affected. Dmggigg One Panel
Across Mother Can Cut Or Abrade The Coating Causing Unsightly Marks On The
Unloading Of Packages Or Nested Materials, Including, But Not Limited To!
And Profit Are Not Subjected To Claims.
Panel Surface.
Fasteners, Sheet Metal, "C" And "Z' Sections And Covering Panels That Became
Wet And Or Damaged By Water While In The Possession Of Others. Packaged Or
Nested Material That Become Wet In Transit Must Be Unpacked, Unstacked And
Every Effort tll ads To See That The Cartier Arrives At The Jobsite On The
Attempts To Erect Panels During Windy Conditions Should Be Avoided To Prevent
Damage And Of Safety Considerations.
Died By The Customer. if The Cartier Is '(tIs Manufacturer, The Customer Must
Requested Hour. Manufacturer Makes No Warranty And Accepts No Responsibility
For Costs Associated With A Shipment Not Arriving At The Requested Time Unless
Leaving Dirt Piled Against The Exterior Wall Panels At The Found tion Will C�a,
Make Claim For Damaged Direry� To Tia anufocturer. if The Carrier Is A
Common Cartier, The Custar Muat The Claim Fa Damage To The
A Separate Agreement Has Been Made In Writing For A Guaranteed Arrival Time.
Drainage
use
Panel Damage. This Dirt May 1 e Wet Or At Least Contain Some Mo(sture.
Make
Common Carrier. The Manufacturer Is Not Liable For AnClaim Ylhasoever
pp
4
,Alad
May Have Splashed Onto 7rye Wall During Construcfion. Corrosion Damage May
Meas
Including, But Not Limited To Labor Charge Of Consequential Damages Resulting
u
izi
Occur Where Thies Dirt Or Mud Contacts The Panel. In Where Lime
From Customer's Use Of Damaged Or Defective Materials That Can Be Detected
Elevateam
Stabilization Of The Soil Is Required, Corrosion Damage rom The Soil's Content
By Visual Inspection.
TThhle PanelAccelerated
At The Time OfeCo pletionSevere.
Of Work. Pre-Painted Panels Vey
EXCEASIVE MATERIAL,
Require Touch—up If The Coating Has Bea Damaged During Handling Or Erection.
The Manufacturer Reserve The Right To Recover Any Material Delivered In Excess
Of Those Required By The Order Documents.
The Appearance Of The Building May Be Affected If Damaged Spots Or Scratches
Are Located In Highly Visible Places Such As Around Doors, Windofys, Eta. If
OIL CANNING IS NOT A CAUSE FOR REJECTION
Damage Is Extensive Then Replacement Of The Entire Panel Should Be Considered.
Safety Commitment
Tvoes Of Finishes
Damage From Condensation Or Trapped Water
The Builder/Contractor Is Responsible For Applying And Observing All Pertinent
Roof Maintenance Guidelines
Never Step On Light Transmitting Panels
It Is Extremely Important That The Panels Be Monitored For Evidence Or Trapped
Safety Rules And OSHA Standards As Applicable.
1. Inspect Roof For Damage After Heavy Storms.
(LTP's) Or Unattended Roof Panels
All Stmctyrol embers Of The Metol Building System Not Fabricated Of Corrosion
Water Or Moisture Condensation While AilaWng Erection. High Humidity Conditions
Resistant Materfal Or Protected By A Corrasion Resistant Coating Are Painted
With Temperature Cycling ViII Cause Condensation Betfyeen Panels Wfiihin The
The Building Manufacturer Has A Commitment To Manufacture Quolity Building
2. Inspect And Reseal As Necessary Al Roof Curbs And Other Penetrations With
With One Coat Of Shop Primer Meeting The Performance Requirements Of SSPC
Bundle. Condensation Can Occur Frequently Near The Sea Coast Or Other Large
Components That Can Be Safely Erected. However The Safety Commitment And
Urethane Sealant
Paint Specification No.16. The Coat Of Shop Primer Is Intended To Protect The
Bodies Of Water.,lob
Site Practices Of The Erector Are Beyond The Control Of The Building
Steel Framing For Only A Short Period Of Exposure To Ordinary Atmospheric
M( nufacturer.
3. Alylays Get Manufacturer Approval Before Making Any Modifications To The
Panels May Collapse
Conditions. Shop Primed Steel Which Is Stored In The Field Peaing Erection
If Jobsite Covers Me Used, They Should Be Tied Afyay From The Bundle At
Roof.
If Not Properly Secured
4
Should Be Kept Free O(,The Ground And So Positioned As To Minimize Water
Carriers To Alloy) Air Circulation Around The Bundle. This Will Help Prevent
m
It Is Strongly Recommended That Safe Working Conditions And Accident Prevention
Holding Packets, Dust, Mud And Other Contamination Of The Primer Film. Repairs
Moisture Evaporating From The Ground Or Building, Floor From Condensing On The
Panels. Plastic Or Other Impermeable Covers Are Recommended. Immediate
Practices Be The Top Priority Of Any Job Site.
4. Repaint Any Areas That Are Susceptible To Rust As Required.
io
Of Damaged To Primed Surface And/Or Removal Of Foreign Material Due To
Vproper Field Ss!gge Or Site Conditions Me Not The Responsibility Of The
Not
Action Is Required If The Panels Are Found To Be Wet From Any Cause. The
Must
Local, State And Federal Safety And health Standards, Whether Standard Statuary
6. When Performing Roof Maintenance, AJ*ays Take The Folloyling Precautions:
As
nufacturer. The Manufacturer Is Not Responsible For Deterioration Of The Shop
Coat Of Primer Or Corrosion That May Result From Exposure To Atmospheric And
Bundles Be Opened And Each Panel Un—Stacked And Thoroughly Dried On
Both Sides. Re—Stacking The Panel M A Slight Angle To Each Other To Prevent
Or Customary, Should Alyloys Be Follofyed To Help Ensure Worker Safety.
a. Use Fall Protection And Other Safety Protection Required.
b. Do Not Walk On Roof Flashing Such As Gutter, Rake, Hip Or Ridge Flash.
Environmental Conditions, Nor The Compatibility Of The Primer To Any Field
Nesting ViII Alloy) Air Circulation And Assist In Keeping The Panel Dry. In Severe
Make Sure Al Employees Knofy The Safest And Most Productive Way Of Erecting A
c. Do Not Walk On Light Transmitting Panels (LTP's). They Will Not Support A
Roof Panels Must Be Completely Attached To The Purlins And To Panels On Either
Applied CoatiMinor Abrasions To The Shop Coat (including Galvanizin) Caused
Coating. 9 9
Conditions Large Fans Can Be Used To Circulate r BetfWeen The Un—Stocked
Building. Emergency Procedure Should Be Knoiln To AM Employees. Dail Meetings
Y 9
Person's Weight.
By Handling, Loading, ShippinQQ,�� Unloading And Erection After Pointing Or
Panels And Accelerate Drying. Damage To The panel Canting Occurs When Panels
Become Wet And Are Alloyled To stay flet damage Can Occur To Nested Panels
Highlighting Safety Procedures Are Also Recommended. The Use Of ab Has,
Rubber Sole Shoes For Roof Work, Proper Equipment For Handling Material And
d. Guard All LTP's And Reef Openings.
Side Before They Con Be A Safe Walking Surface. Light Transmitting Panels LTP's)
Translucent Panes Can Never Be Considered As A Walking Surface.
Galvanizing Are Unavoidable. (MBMA 2012, Chapter N 4.2.4).
Within 24 to 48 Hours. This Damage Shads Corrosion And Discoloration Of The
Safety Neta Where Applicable Are Recommended
e. Step Only In The Panel Flat Directly On Or In Close Proximity To A
Supporting Roof Structural.
GALVALUME:
Panel Surface And Is Commonly Called Wet Storage. Stain, Zinc Oxidation, Or
Partially Attached Or Unattached Panels Should Never Be Walked Onl
Golvalume Is The Trade Name For A Patented Steel Shat And Coil, Product
A Aluminum—Zinc Alloy.
"White Rust".
For The Purposes Of Determining Lift Requirements, No Bundle Supplied By The
Manufacture[, ViII Exceed 4,000 Poy ds. For Further Information Al reference
6. After Other Trades Hae Been On The Roof For Any Reason, Inspect The Roof
Do Not:
Having Coating Of Corrosion Resistant The Mixture Is
Balanced To Obtain The Coating That Retains The Corrosion Resistance And Heat
Tarp
The Bill Of Materials For Individual Member Weighs Of Structural Members. If
For Damage Caused By Workers Including Chemical Or Solvent Spills, Scratches In
The Point Or Galyalume Coating, Excessive Foot Traffic And Punctures. Make Sure
Reflectivity Of Aluminum And Galvanic Protection Of Zinc. The Best Properties Of
Additional Information Is Required Contact The Field Service Department
That At Debris Or Scrap Left Behind By Workers Is Removed From The Roof
1. Step On Rib At Edge Of Panel.
Both Aluminum And Zinc Are Combined In This Coating And Offer Added Service
Life For The Buflding.
ICE AND SNOVI REMOVAL•
Immediasly. Avoid Using Cutoff Sails And Welding Equipment Over The Roof. The
Roof Must Adequately Protected.
2. Ste g
p Near Crease In Rib At Edge Of Panel.
Excesiye Ice Md Snofi Removal Should Be Removed From The Roof Immediately
To Prevent Damage To Roof And Possible Collapse. Do Not Use Metal Tools To
3. Step Within 6 Feet Of Edge On Unsecured Panel.
Pre—Painted:
Using Golvalume Steel As A Substrate, Pre—Painted Steel Is Given M Additional
remove The Ice Or Snofy As This Con Damage The Point And/Or Golvalume
FOOT TRAFFIC,•
Keep Foot Traffic To A Minimum. Heavy Foot Traffic Can Cause Ponding On Loft'
Used Work
A Single Roof Panel Must Never Be Used An A Work Platform. An OSHA Approved
Mu
Rust Inhibitor Primer Cost This Primer Coat Further Increases The Corrosion
Resistance. These Coatings Me Applied To The Exterior Surface Of The Panels
Coatings. Also Be Careful Around Pipes And Flashings.
Be Extremely Careful If Your Roof Has Light Transmitting Panels. These Panels Will
Pitched Roofs. This Is Particularly True Just Upslope From The Eave And At
Endlops.
Run Should Be For ark nee. OSHA Safety And Health
�'aY W ( etY
And A Wash Coat Designed Only For Interior Use, Is Applied On The Opposite Side.
Many A
Air Circulation
Not Support A Person's Weight Anda Difficult Or Impossible To See If They
Ahl oys Walk In The not Of The Panel Near A Supporting Roof Structural. Do Not
Regulations For The Construction Industry). Safety Firstl
Galyalume And Pre—Painted Steel Ca Giye Excellent Service For Years If
Feil Rules Concerning Their Caro And Maintenance Are Observed. AM Of These
Are Covered With Ice Or Snofy. See MB1V Loil—Rise Building Systems Manual,
Appendix AB For On Removal Procedures. These Procedure
Walk On Trim Or In Gutter.
On Bare Golvalume Roofs, Excealve Foot Traffic May Cause Black Burnish Marks.
Finishes Are Equally Subject To Damage And Corrosion When Core Is Not Provided.
A Softening Of The Paint Film Can Occur With Pre—Painted Steel Under Wet
Devils Snofy Should
Commence When Half Of The Deign Roof Snop Load is Realized.
If Regular Foot Traffic Is Planned For A Roof, Provisions Should Be Made For A
Storage Conditions And The Durability Of The Panel Finish Substantially Decrease.
Properly Designed And Installed Wolkiloy System. In Order To Umft Access To The
Bore Galvanized And Golvalume Panels React More Quickly To Surface Oxidation
DEBRIS REM
Reef, Roof Hatches Or Access Ladders Should Be Locked At AM Times. A Sign
Remove Smudge Marks From Bare Golvalume:
Since They Lack The Additional Protection Of Paint Zinc Coated Or Golvalume
Any Foreign Debris Such As Safydust,Dir% Leaves, Animal Droppings, Etc. Will
Posted At The Access Site Stating That Only Authorized Personnel Are Alloyled On
Formula 409 Has Proven To Be Someylhot Effective. Lightly Rub With A Clean
Cloth An Rinse With Water. Do Not Rub More Than To Remove
Panels Under Normal Exposure Form A Zinc Aluminum Oxide Film On Their
Cause Corrosion Of The Roof, Gutter, Trim, Etc. If Left On The Building Surface
A
The Roof. In Addition A Log Book Should Be Kept Of All Visits To The Roof And
The Reason For Such
,Required
Surface Allofying A Slofy Oxidation Process Called "Weathering" To Occur That
For Long Enough Time. The Roof Should Be PeriodicoV, Inspected For Such
Ysits.
Smudge �lorks. No Product Will Remove All Smudge Marks.
Remove Rust Stains:
Inhibits Further Corrosion. In Nested Bundles Constant Contact Of The Panels With
C0n fiians Apd If Found, They Should Be Recfrffed In A Manner Consistent With
Alois
DISSIMILAR WETALS:
Soft Scrub V out Bleach He Proven To be Vmeylhat Effective. Rub With A
Condensed Or Trapped Water Prevents This Weathering Process.
These Roof Maintenance Guidelines. Never Treated Lumber Or
Concrete/Mortar/Grout To Come In Contact th Roof Panes, Especially Galvalume
Never Allo*, Your Rocf To Come In Contact With, Or Water Runoff From Any
Soft Cloth AndRinse With Water. Do Not Rub More Than Required To Remove
Rapid Oxidation Of The Zinc or Zinc Aluminum Coating Can Noy) Occur And May
For Extended Periods Of Time.
Dissimilar Metal Including But Not Limited To:
Stain. No Product Will Completely Remove Rust Stains.
To Touch—Up Scratches In Paint (Not Bare Metal):
Lead To "Red Rust" In A Short Time. H Discoloration Or Stains Are Vinci A
Copper, Lead Or Grophite, This Includes Copper And Arsenic Sols Used In Treated
Lumber, Calcium Used In Concrete, Mortar And Grout
Clean Area To Be Pointed With Mild Detergent Rinse Thoroughly And Dry.
Household Cleaner Of The Type Used On Porcelain �nks And Bathtubs May Be
1'FE@1D1T1C�iSPEC.IION:
1 Hfgh—Strength Shall Be Periodically Be Inspected For Tightness. ParticuI H In
Using A Small Artist's Brush, Lightly Apply A Minimal Amount Of Color
Used To Remove Stains. Wire Brushing Or Abrasive aterials Should be Avoided
Since Scratching Or Removal Of The Coating Could Occur. Panel With Significant
Crane Builo�(ngs And After Seismic Or Wind Activity. The Creme Manufacturer II
Matched Touch—Up Pain Required To Fill/Cover The Scratch. Contact The
Damage Should Be Replaced By The Buyer Prior To Erection.
Specify A (Asimum Period But R Should Not Exceed Tfio Years.
Building Manufacturer For Assistance With Ordering/Purchasing Touch—Up
Paint As Needed.
DRAINAGE'.
1. Keep Roof Free Of Debris And Keep Debris Out Of Gutter To Allo* Water
Quickly Drain From The Roof.
2. Do Not Use Wood Blocking To Hold Equipment Off The Panel Seams. This
Page
Blocks The no* Of Water And Hold Moisture.
3. Do Not Alio* Rooftop AC Units Or Evaporative Coolers To Drain Onto The
Erection GuideDate
R1
Reef.
4. Anything That Traps Or Holds Moisture On A Roof Will Cause Premature
Rev
Jul '17 07
Corrosion.
Building Anchorage
1. To Determine That The Foundation Is Square, Measure Diagonal
Dimensions To Be Sure They Are Of Equal Length.
2. To Determine That The Foundation Is Level, Set Up A Transit Or Level
And Use A Level Rod To Obtain The Elevation At All Columns.
3. Carefully Check The Location Of All Agghor Rods Against The Anchor
Rod Setting Plan Fumished By The Manufacturer. All Dimensions Must
Be Identical To Assure A Proper Start—up.
It Is Extremely Important That Anchor Rods Are Placed Accurately And In
Accordance With The Anchor Rod Setting Plan. All Anchor Rods Should Be
Held In Place With A Template Or Similar Means, So That They Will Remain
Plumb And In Correct Location During The Placement Of The Concrete. A
Final Check Should Be Made After Completion Of The Concrete Fork And
Vor To The Steel Installation. This till Allow Necessary Corrections To Be
Mde Before Costly Installation Labor And Equipment Arrives.
Template
Form Boar
Anchor Rods
Sheeting Notch Steel Line
(Sea Anchor Rod Plan)
POE
TransitSheet ng Notch ShownBut May Not Be Required
! --= (See Anchor Rod Plan)
li • r
Pre—Erection Notes: —:
The Following Notes, Procedures And Suggested Recommendations Are Important Parts
Of The Pre—Erection Process.
1.) Prior To The Time The Erection Crew Arrives, A Responsible Person Should Check
The Job Site For Foundation Readiness, Square, And Accuracy And Anchor Rod Size
And Location.
The Drajfing Shown Beloit' Indicates A Method Which May Be Used To Check The
Foundation And Bolts For Square.
60
24•
12'
Anchor Rods
agonals Should
e Equal
Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Shown. If
The Diogo�r�at Distance Between These Points Is As Noted, The Corner Is Square.
Diagonal Measurements Between Opposite Anchor Rods Will Indicate If These Bolts
Are Set Square.
Erection Guide
Projection Of Anchor Rods (D) Given On Anchor Rod Plan
Sheeting Notch
(See Anchor Rod Plan) Steel Line
Form Board B E
Template
Dimensions A B, And C Given On Anchor Rod Plan
AISC Code Of Standard Practice For Steel Building And Bridges
Tolerances For Setting Anchor Rods
J" and {" (19 And 22 mm) 3" (6 mm)
1"1% g" (26, 31, 38 mm) (10 mm)
i7, 2", 4" (44, 60, 63 mm) �' (13 mm)
Specked Column
.».� Centerline
Steel Line
Bottom Of
Base Plate
= E
- E �M
!k. 1 E Concrete '
Elevation c
s
ANCHOR ROD SErnNG TOLERANCES
R2
• Horizontal Variations Vary Depending
On Anchor Rod Diameter. See Above
Erection Tolerances
ERECTION BRACING:
It Is The Responsibility Of The Erector To Determine, Furnish And Install All
Temporary Supports Such As Temporary Guys, Beams, Falseiyork, Cribbing, Or
Other Elements Required For The Erection Operation (In Accordance With Section
7.10.3 Of ANSI/AISC 303, Code Of Standard Practice For Steel Building And
Bridges).
Tolerance (?f
Height H/600
10' �^
12'
16' W"
20'
26'
30,
46'
60'
T lep range
I
I
I
I
I
11
600
I
I
I
I
I
I
Sidewall
eaor we aoor
�wo 500E 500E
t t
Sidewalk
Sidewall
General Erection Notes
1.) All Structural Framing Members, Purlins, Gi�s Clips, Flange Braces, Bolts,
Bracing Systems, Roof And Wall Panels, Etc. Must Be Installed As Shown On
Erection Drawings.
2.) K Is Extremely Important, Especially During Construction, That Panels At The
Eaves, Rakes And Ridges Be Kept Secure.
Panel Cautions And Notes
To Minimize Potential Of Corrosive Action At The Bottom Edge Of Fall Panels, The
Contractor Must Assure That The Following Procedures Are Followed:
1.) The Concrete Foundation Should Be Cured For A Wrdmum Of seven (7) Days Before Wall
Panels Are Installed. (Uncured Concrete Is Highly Alkaline And Metal Panels Con Undergo
VaryingDegrees Of Corrosive Attack When In Direct Cagt�act W0 The Concrete.) After The
First eek Of The Curing Cycle, The Reaction Between Metallic Coatings On Steels And The
Concrete Is Essentially Halted.
2.) Top Of Finish Grade At Building To Be A Minimum Of Four (4) Inches Below
Bottom Of Panel.
3.) Finish Grade Is To Slope Away From Building To Ensure Proper Drainage.
4.) Upon Completion Of Finish Grading, All Dirt Is To Be Cleaned From Around
Base Of Wall Panel Where It May Have Collected In Panel Notch Or On Base Trim.
Fall Panel
Clean Dirt From
Around Panel Base
Panel Notch (Shown)Foundation
Or Base Trim
:l�
Slope Finished Grade
Away From Building
Fastener Installation
Correct Fastener InstallationIs One Of The Most Critical Steps When Installing Roof 11
Panels. Drive The Fastener In Until R Is Tight And The Washer Is Finly Seated. Do ryot
Dyad* Fasteners.
A Slight Extrusion Of Neoprene Around The Washer Is A Good Visual Tightness Check. Always
Use The Proper Tod To Install Fasteners. A Fastener Driver (Screw dh A RPM Of
1700-2000 Should Be Used For Self—Drilling Screws. A 600-600 RPI/ astener Driver
Should Be Used For Self—Tapping Scmps. Discard Wom Sockets, These Can Cause The
Fastener To Wobble During Installation.
Always Remove Metal Filings From Surface
Of Panels At The End Of Each
ark Period. Rusting FRings
Can Destroy The Paint Finish And Void Any Warranty.
t
lb
t
Correct Compression
Of Sealing Washer
Too Tight Compression
Of Sealing Wosher
Too Loose Compression
Of Sealing Washer
Tape And Tube Sealant
Proper Tape And Tube Sealant Application Is Critical To The Weather
Tightness Of A Building. Tope Sealant Should Not Be Stretched When
Installed. Apply Only To Clean, Dry Surfaces. Keep Only Enough Sealants On
The Roof That Can Be Installed In A Day. During Warm Weather, Store
Sealants In A Cool Dry Place. During Cold Weather (below 60??) Sealants
Must Be Kept Warm (609? -90??) Until Application. After Tape Sealant Has Been
Applied, Keep Protective Paper In Place Until Panel Is Ready To Be Installed.
Important Note
All Details, Recommendations And Suggestions Contained In This ErectiPp
Guide Of This Dra*ings Set Are For General Guidelines Only, And Not Meant
To Be All—inclusive. Industry Accepted Installation Practices With Regard To
All Areas Not Specifically Discussed In This Section Should Be Followed. Only
Experienced, Knowledgeable Installers Familiar With Accepted Practices Should
Be Used To Assure A Quality Project.
It Is Emphasized That The Manufacturer Is Only A Manufacturer Of Metal
Building Components And Is Not Engaged In The Installation Of Its Products.
Opinions Expressed By The Manufacturer About Installation Practices Noted In
The Erection Guide Are Intended To Represent Only A Guide. Both The Quality
And Safety Of Installation And The Ultimate Customer Satisfaction With The
Completed Building Are Determined By The Experience, Expertise, And Skills
Of T p Installation Crews As Well As The Equipment Available For Handling
The Materials, Ac�t�rat Installation Operations, Techniques And Site Conditions
Aro Beyond The panufacturers Control.
PBR Roof Panels
Suggested Method Of Purlin Attachment For Building Accessories
Roof Jack Installation When Not Supplied By Building Manufacturer
)i414: Raaf Panel
For PBR Roofs With Ridge Panels, It Is Recommended That Both SidesK The
Ridge Be Sheeted Simultaneously. This WIII Keep The Insulation Covered For The
Additional Insulation
May Be Required Ta FII
Purim Pullin
General Installation Nates
?? Do Not Use Galvanized Roof Jacks, Lead Hats, Or Other Residential Grade Roof Jacks.
Maximum Amount Of Time And The Panel Ribs Can Be Kept In Proper Alignment
The Eave Strut Md
Purlin
These Roof Jacks Do Not Have 20 Year Service Life And In Case Of Lead Hats Will
Cause Ga Corrosion Of The Roof Panel.
For The Ridge Panel. This Is Critical On The PBR Panels So That The Ridge Caps
Can Be Properly Installed. Check For Proper Coverage As The Sheeting Progresses.
Prevent Condensation
In Certain Climate Regions
2 Fasteners
M inimum
nic
?? Use EPDM Rubber Roof Jacks With M Integral Aluminum Band Bonded Into The
Insulation
(Not By Metal Building
um Maximum
�,axim1"
Perimeter Of The Base. EPDM Roof Jacks Have A Temperature Range From —66?F To
212?F. Use Silicone Roof Jacks For High Temperatures. Silicone Roof Jacks Have A
Double Faced Tape
Manufacturer)
• Clip
Temperature Range Of —100?F To 437?F.
Insulation
To Be Used To Secure
• Clip • Fastener
?? Retrofit Roof Jacks Are Available For Applications In Which The Top Of The Pipe Is
Insulation. )9410:
(Not By Metal Building Trim Insulation And Tum Vinyl
• Hanger Type Adapter
g •
Inaccessible, Eliminating The Possibility Of Sliding The Roof Jack Over The Top Of The
Pipe.
Manufacturer) Back. Insulation Must Not Be
Exposed To Weather
Hanger
• 4 • Hanger
1 0 LB. 2 Fasteners 100
?? Do Not Use Tube Sealant To Seal The Roof Jack To The Roof Panels. Use Roll Tape
Sealer "eon The Roof Jack And The Roof Panel And Attach The Roof Jack To The
Wall Panel
Maximum Minimum 100 LB.
Maximum Maximum
Roof Panel With Fastener t4; — 14 Xj" LL SO W/Washer At 1" O.C. Mound The
Insulation
Fiberglass Insulation �;�?:��� (Not By Metal Building
Cli Connection C� Connection Fastener Type Adapter
Base Of The Roof Jack. See Table Belo* For Quantities.
?? Trim The Top Of The Roof Jack To Fd Over The Pipe, Roll Doi The Roof Jack Over
To OUTSIDE Of Building Manufacturer)
TO Purlin Web To Purlin Flange To Purlin Flgnae
The Pipe And Apply Tape Sealer For The Perimeter Of The Roof Jack Base Bet*een
` V°por Barrier To
The Roof Jack And The Roof Panel. Apply Tape Sealer Mound The Pipe And Install A
Stainless Steel Clamp at By Bldg. Mfr.) Over The Top Of The Roof Jack Md Firmly
I SIDE Of Building
N
Eave Detail
(See Erection Drapings)
Purlin Purlin
2 Fasteners 1" °xrm°m
Tighten To Form A Secure Compression Seal.
?? If The Pipe Diameter Is So Large To Block The Flop Of Water Doi The Roof Panel, A
Flat Bow Roof Curb Must Be Installed Ip{o The Roof And The Roof Jack dl Be
Sealed To The Curb. A Too Piece Curb May Be Required When The Top Of The Pipe Is
Insulation
End*all Pon
Insulation
Minimum
• ximum
Clip �0
Inaccessible.
?? In Northam Climates, The Pi Penetration Should Be Protected From ovin Ice Or
pe Moving
Side*all Panels
,,.
�%: (Not By Metal Building
Sni kith A Sno* Retention System Immediately Up Slope From The Pipe.
Wall Panel �:': Manufacturer)
:;'� 19414;.
• Angle • Angle
Panel Profile Varies
Install The First Run Of Roof Panels Across The Building From Eave To Eave Or
;;; Trim Insulation Apd Tum Vinyl
•Hanger •Hanger
Eave To Ridge. To Allo* Props Installation Of The Rake Trim, The Starting
Location For The First Panel ust Be As Sho*n In The Rake Details Included With
Back. Insulation MMust Not Be
Exposed To Weather
2 Fasteners 2 Fasteners
Minimum 150 LB. Maximum 100 LB. Maximum
Minimum
The Erection Drs in s. When The First Run Is Pro Located And Aligned With
* 9 �' Properly 9 1l(
Finish Floor
At Each Purlin At Each Purlin
The Correct Endlapa And Eave Overhangs, Fasten To Purlins. Roof Panels Should
II Connection Agile Connection
Be Installed So That The Sldelop Is In A Direction A*ay From Prevailing Wind.
Refer To Appropriate Lap Details Included With The Erection Dra*ings.
a
TO Purlin
TO Purlin Web Flange
Install Remaining Roof Insulation And Panels. To Avoid Accumulative Error Due To
IZ
an �
Panel Coverage Gain Or Loss, Property Align Each Panel Before It Is Fastened.
Occasional Checks Should Be Made To Ensure That Correct Panel Coverage is
Base Detail
cipaaq WA
the Rei a y,•
Maintained. SpAttention Should Be Given To Fastener, Sealant and Closure
(See Erection Drapings)
w mn
Correct Incorrect
Requirements. Refer To Details Included With The Erection Dro*ings.
At Finishing End Of Roof, The Lost panels May Require Field Modification For
Installation Of Rake Trim. Refer To Rake Details Included With The Erection
Side*all Panels Should Be Installed So That The Panel Sidelop Is In A Direction
A*ay From The Prevailing Wind. Refer To Appropriate Lap Detail Included With
• Denotes Material Not Provided By Metol Building Manufacturer.
Drapings. DO NOT BACK LAP THROUGH FASTENED ROOF PANELS.
Erection Drapings.)
The Total Hanger Load Shall Not Exceed The Design Collateral Load For
Install Pipe In Canter Allo* Base Of Roof Jack To Loy Flat on Panel.
Cannot Encompass More Than 76X Of Panel.
19M, Roof Types And Installation Requirements Will Vary. Refer To The
Appropriate Details For Specific Panel Used.
N&:6'-0
Check Periodically To Ensure That All Panels Are Aligned And Plumb.
The Building. Example:
Pullin Spacing) % 6'-0 (Hanger Spacing) % 6 PSF (collateral Load
( SP g) ( 9 Pa ng) ( )
IM24BTANT: Loose Fasteners, Blind Rivets, Drill shavings, Etc.. Must Be Removed
From The Roof To Guard Against Corrosion.
— 150 Lbs'
See Cover Sheet For Design Collateral Load For This Building.
Nate: If The Building Is Designed For 0 PSF Collateral Load, Then Adding
Panel Profile varies Vent Pipe
(Not By Bldg. Mfr.)
Pre—Drilled
Any Suspended System (i.e. Duct Work Piping, Lights, Ceilings, Etc.) Will
Correspondingly Reduce The Design Live Load.
Stainless Steel Clamp Roll Roof Jack
(Not By Bldg. Mfr.) Doi
Wall Panels
Template Sheet
Proper Horizontal And Vertical Alignment Of Supporting Structure (Girts Or Other
Roof Curbs When Not Supplied By Building Manufacturer
Roof Jack
Roof Jack
ju
Framing) Is The Responsiblli Of The Installer. Failure To Align The Secondary
Properly Prier To �j'all Installation Can Have A Direct Impact On The
STEP 1 �-14 z j" LL SO W/Washer
�mjembers
ud PerformanceOf The Wall System For Which The
B
At 1" O.C.
Metal i�ng Ma Is Responsible.lled
Curb Base Length
Before Installing Wall Panels, The Girls Must Be Aligned To A Level Position So
°o "
That There Is No Visible Sag. This Should Be Done Directly Mead Of Panel
Installation.
1-0" On.
One Run Tri—Bead Tape Sealer
in Endlap
� Vent Pipe
Girt LevelingBe Accomplished Standing A Section Of Gable Angle
May P B)'Endlap
Against The Outside Girt Flanges At approximate Mid—bay Location.
Roof Curb
v e
j�� x HW604 (Not By Bldg. Mfr.)
Vertically
When Girta Me Level, Attach The Girt Flanges To The Angle t�fth Vise Grip Pliers
y� Max.
Stainless Steel Clam Tri—Beod Ta Sealer
p pe
Or Temporary Scre*s. Wood Blocking Cut To Flt The Spaces �(ay Also Be Used
no,
(Not By Bldg. Mfr.) I I j" z *" HW604
For Alignment
a•ot
Roof Jack
Temporary Girt Blocking Is Not Recommended On Concealed Fastener Panels. The
Removal Of The Blocks After Panel Installation Can Cause oil Conning.
g
Stacked Sheets
To Be Drilled
Purlin Line Floating Panel
Fastener /4
STEP 2
4-4Support �—z j" LL SD W/Washer
Frame
' Indicates Roof Panel Support location
At 1" O.C.
A Indicates Curb Base Support location
Lift Plate
U(IIf
Eave Strut
Keep Edges and Ends
( Required Curb Base
Of Panel Aligned
N
Tri—Bead Tape Sealer j" x
Vent Pipe
Screw Alignment Panel
a '�`��
(Insulated When Specified)
HW504
(Not By Bldg. Mfc)
Girt
(Through Fastened Panel Only)
Roll Roof Jack Up Over HW604.
�'
Stainless Steel Clamp Install Stainless Steel Clamp And
Woad Blocking
After Drilling Panels, It Is Important To Clean Metal Firings Off All Panel Surfaces,
(Not By Bldg. Mfr.) Tighten Around Roof Jack.
Including Bet*een Panels That Are Not Installed That Day, To Avoid Rust Stains.
Cell Ca Up
Cell Cap Dois Hill Insde
Hill Outside
Roof Jack
all Panel Type And Installation Details Will Vary. Refer To The Erection Dro*ings
td
EEfl Fastener #4
Details For The Specific Panel Used For Your Building.
Panel Rb Profile
�-14 z j" LL SO W/Washer
Contact Tape
The Curb Details Shot, Illustrate The Building Manufacturers Recommended Curb
And
At 1" O.C.
Side*all Insulation
Must Meet End*all
Style Installation Method. It Is The Erector/Installer's Responsibility To Provide
The Proper Curb Style And Install Them In Accordance With The Procedures
Insulation To Seal Insulation
Comer
Established By Thee Details. Failure By The Erector/Installer To Follo* These
Result The The Roof
Tri—Bead Tape Sealer j" x 11"
HW604
Recommendations May In Curbs Damaging System Or
Excluded From Warranties.
Wall Penal Base Angle/Trim
All Roof Curbs To Be:
Contact Tope
1. .080 Aluminum Or 16 Ga. Stainless Steel (Na Galvalurrfl Or Galvanized).
lt ells Are To Be Insulated With Blanket Insulation Over Girt Girt Flanges, Base
W 11( n9
2. Panel Rb To Panel Rib (No Flat Skirt Or Lay—Over Curbs).
3. Installed With Doi Hill End Over Panel And Up Hill End Under Panel Application
And Eave, Place A Continuous Run Of Contact Tape Along The Eave Strut And
r
FoWater Flo* At Panel Splice.
Base Member.
4. Up Lift Prevention For Clip Appli Roof Systems Me Required K:
a. Wind Loads Exceed 110 MPH.
kThe
b. Curb Base Crosses A Purlin.
AtBase, Cut Off The Insulation A Minimum Of 4" Above The Bottom Of The
6. Supported on (4) Sides Primary Or Secondary Framing.
Wall Panel. Th's Will Prevent The Insulation From Hanging Belo* The Wall Panel
And Wicking f�oisture.
Weight
6. Maximum Single Curb Weight Recommended Is 1600 Lbs.
Page
Erection GuideR3
Dale
Rev
Jul'17
06