HomeMy WebLinkAboutBUILDING SPECIFICATIONS_ BUILDING SPECIFICATIONS
e manufacturer is not responsible -for -the -concrete So.undation design.
nIS�N STEEL BUILDINGS
N �1J J� �1
INC
The structure under this contract has been designed and detail&d for—
the loads and conditions stipulated in the contract and shown on these
- - ----- ----- - -
DESIGN LOADING
___
DRAWING 1NDE--g�NEp - -
t Y
drawings. Any alterations to the structural system or removal of any
component parts, or the addition of other construction materials or loads
This is designed the loads indicated applied by the :
Cie
must be done under the advice and direction of a registered architect, civil
structure utilizing and
CS-1 Drawings Cover Sheet CD
or structural engineer. The manufacturer will assume no responsibility for
FBC 2017 _
CS-2 Fastener Schedule (Const. Only
any loads not indicated.
This manufactured building is designed with the manufacturer's standard design
It is the contractor's responsibility to confirm that these loads
E1 Anchor Bolt Plan
comply with the requirements of the local building department.
practices which are based on pertinent procedures and recommendations
of the following organizations and codes :
Specific loads : (See -structural calculations and foundation reactions.)
E2 Anchor Bolt Details & Notes
-American Institute of Steel Construction "Specification for the design
E3 Anchor Bolt Reactions & Notes
fabrication and erection of structural steel for buildings".
"Specification
oa
20 PSF Live Load
E4-E5 Rigid Frame Elevation
-American Iron and Steel Institute for the design of cold
LL Reduction Allowed ❑ Yes X No
formed steel structural members" current edition S100.
E6-E8 Sidewall Framing
-American Welding Society "Structural Welding Code" AWS D1.1
161 MPH Wind Load Exposure C
E9-E10 Endwall Framing
-Metal Building Manufacturers Association "Specification for the design
2.2 PSF Dead Load (Metal Bldg. Weight - Purlins, Panels, Etc.)
El Roof Framing & SheetingRFC0
fabrication and erection of the structural system current edition.
%.
Material properties of ;steel plate and sheet used in fabrication of
1 PSF Collateral Load
E12-E14 Sidewall Sheeting JqN
�4'1�/9
primary rigid frames and all primary structural framing members (other than
11 Risk Category Is= 1.00 Ie= 1.00
9 ry ( )
E15-E16 Endwall Sheeting Pena
4i'9a
cold -formed sections) conform to ASTM A-529 or A-572 all with a
St
minimum
E17-E18 Detail Drawings 4°aleCo�tY®nt
Materiaproperties ert e'st off coldformedlight gage steel members conform to the
P P 9 9 9
CONCEUEDFASTENERS ORAIIACHMENTS
E19 Trim Drawings
re ufrements of ASTM A-653 with a minimum yield point of 55 KSI
otion
i h streng bolts and their fnstallation sna con RXod8p
These Drawings are for
9It
d are des11 e as bearing t ect10 s ith thr ed
pe con
ane. t I st e g os a e o e ins a e to rT
CONTRACTOROFRECORD
❑{Construction ❑Approval
d" s eru urs
' '
Permit X Anchor Bolts & Reactions
4 Bo ts, 2009 = erw s . Crane Building's
Rigid rame s all be installed in accordance with "Turn -of- u Pretensloning
SUKUP STEEL STRUCTURES
Jul
" Approval orders must be released for fabrication within thirty (30)
per section 8.2.1. Bolts in standard holes do not require washers per section 6.
360 14TH STREET
calendar days after the submittal drawings are issued or they will
be subject to any current price increases. Special attention should
All primary structural members except bolts and fasteners shall receive one
AMBRIDGE, PA
be given in approving dimensions and/or details. Please verify
coat of Iron Oxide inhibitive primer.
FL Certificate Authorization No. 32553
requested dimensions by indicating 'OK'.
Shop and field inspections and associated fees are the responsibility of the
Panel Approval No. FL#3722.1, FL#3722.2 & FL#3985.1
contractor, unless stipulated otherwise.
The manufacturer is a fabricator approved by the following agencies.
1. QUASAR/CWB GROUP — CAN/CSA A660
CONTRACTOR RESPONSIBILITIES
1,10 THESE PLANS&AID i? PROPOSED WORK
The contractor must secure all required approvals and permits from the
ST.LUCIECOUN �ESIL 1iTT0N1a7CK�{FcECIi1�i. •.
certificate # S EBuoAMEM
appropriate agency as required.
BUILDING Vd s �.
REVIEW REQUISED@Y FIELD INSPE•.iORSTHAT -
2. INTERNATIONAL ACCREDIATION SERVICE, INC.
Approval of the manufacturers drawings and calculations indicate that
foRcott. I 1iv1Y'rpIECEARYI�IORDERTO
Fabricator Inspection Program me ACCREDITED
the manufacturer has correctly interpreted and applied the requirements
REVIEWBggY
of the contract drawings and specifications. (AISC 303-10 Code of
DATE t 30l19 COfAt':f �7tTHP.tLA?PLIL'3P. rs.,
Standard Practice)
PLANS AND PERMIT
Where discrepancies exist between the manufacturers structural steel plans
MUST BE KEPT ON JOB
D Z DWN: CN REV:
and the plans for other trades, the structural steel plans shall govern.
P P e
NO INSPECTION WILLBE:,BSN:
DRAWINGS COVER SHEET
(Section 3.3 AISC 303-10 Code of Standard Practice)
DET: CHK: REVISIONS
Design considerations of any materials in the structure which are not
NO. DATE
CUSTOMER
furnished by the manufacturer, are the responsibility of the contractor and
01IM111111/1r,,
STEFANI/JONES
engineers other than the manufacturer's engineering, unless specifically indicated.
&RER p
Engineering Seal
1202 WEST WEATHERBEE ROAD
The contractor is responsible for all erection of steel and associated work
"For
``��r?.•�W�ENSFJ��j.F%
FORT PIERCE, FL 34982
in compliance with the manufacturer's Construction" drawings.
This certification covers
ST. LUCIE COUNTY
Temporary supports, such as guys, braces, flashwork or other elements
_ * : No. 83864 W
parts manufactured and
required for the erection will be determined and furnished and installed by
delivered by the _ t
the erector. (Section 7 AISC 303-10 Code of Standard Practice)
manufacturer only, and =
STATE OF
BISON STEEL BUILDINGS, INC.
It is the contractors responsibility to apply or observe all pertinent safety
excludes parts such as a'. :'
doors, windows, foundation '• p:
2619 COON RAPIDS BLVD NW
rules and regulations, as per OSHA standards as applicable.
design and erection of °, ��R���G�
MINNEAPOLIS' MN
The Contractor is responsible for the verification of all shipments received.
the building.`
Any "external" damage or shortages must' be noted on all copies of the bill
SCALE:
DATE:
JOB NO: SHT. NO:
of lading and one copy is to be retained for your records. Failure to do so
will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!!
8/13/18 NOT TO SCALE
8/10/1
MiAesiftwlfi
P.
a
[all
t
- ® Dia= 3/4"
1 50'-0" OUT —TO —OUT OF STEEL 3
25'-0" 2-- ------ 25-0" --- - -- --- - - -- - - - --
1 1 2' 22'-11 1 2" t 22'-11 1 2" 2'-0 1 2"
N
T
BUILDING B
X—Bracinq- _ _ _ _ _
L Flo!
_ _ _ _
c
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vp
COMMON
BUILDING LINE
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Located
Walkdoor
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X—Bracing
ANCHOR BOLT PLAN
NOTE: All Base Plates ® 100'-0" (U.N.)
0
IS
0
-i
-- -- -- -mil ®- -- 4• 4" rn 2 1/2" o
-1- 4' -1- 4" z,/z" -� -
2"*
^ 2^ e" 2" 2• 8" 1 2" EW 2" 2'
SW SW 2
2'_0 See Plan _
See Plan
)ETAIL A - DETAIL B- DETAIL C DETAIL D
I
2 3/4" r � r � 2 3/4•
m a1
2"
SEE FRAMING PAGE
2"S PAGES
OPENING WIDTH
DETAIL AT FIELD LOCATED OPENINGS
GENERAL NOTES
1. FOUNDATION DE51GN AND CONSTRUCTION ARE
NOT THE RESPONSIBILITY OF THE BUILDING
MANUFACTURER.
2 THE BUILDING REACTION DATA, REPORTS THE
LOADS WHICH THIS BUILDING PLACES ON THE
FOUNDATION.
3. THE SPECIFIED ANCHOR BOLT DIAMETER ASSUMES
ASTM A307. ANCHOR BOLT MATERIAL OF EQUAL
DIAMETER MEETING OR EXCEEDING THE STRENGTH
REQUIREMENTS SET FORTH ON THESE DRAWINGS
MAY BE U17UZED AT THE DISCRETION OF THE
FOUNDATION DESIGN ENGINEER.
4. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS,
ANCHOR BOLT EMBEDMENT LENGTH SHALL BE
DETERMINED BY THE FOUNDATION ENGINEER
5. ANCHOR BOLT PROJECTION ABOVE CONCRETE
FINISHED SURFACE TO BE 3' UNLESS OTHERWISE
NOTED BY FOUNDATION DESIGNER.
6. ANCHOR BOLTS SHALL BE ACCURATELY SET TO
A TOLERANCE OF +/— 118- IN ELEVATION
AND LOCATION. RIGID FRAME BASE PLATES ARE
PROVIDED WITH OVERSIZED HOLES PER TABLE
14-2 IN THE AISC STEEL CONSTRUCTION MANUAL
APPLICABLE WASHER SIZE TO BE DETERMINED BY
FOUNDATION ENGINEER
7. THE ANCHOR BOLT LOCATIONS PROVIDED BY THE
SAATISSFYAL BUANCCHORMBO MANUFACTURER
EDGE NOT
REQUIREMENTS DEPENDING ON THE DETAILS OF
FOUNDATION DESIGN. IT IS THE RESPONSIBILITY
OF THE FOUNDATION DESIGN ENGINEER TO MAKE
SURE THAT SUFFICIENT CONCRETE EDGE DISTANCE
IS PROVIDED IN THE FOUNDATION DESIGN.
B. MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
FIELD WORK.
9. THIS DRAWING IS NOT TO SCALE
A
T
I I
4" ®�� 2--I
-- — - ® IIII _ I 4• -- —1— -4•---
B" 2" 2" 8'
—SW S'
See Plan
DETAIL E
F
City: MINNEAPOLIS StateWN
Locafion:1202 WEST WEATHERBEE ROAD
FORT PIERCE, FL 349B2
Designer. DAZ
Date: 8/B/18
Drafter. CN
Date: 8/10/1a
Revision No:
Dote: 11nit.
Detour.
Date:
Office:
Job No.:
20619
Checker.
Date:
Office:
ANCHOR BOLT DETAILS & REACTIONS
Sht. E2 of 19
I�I111lllllllll/��/
S�pPHER P
* No. 83864 * —
�'0' STATE OF
0 R
8/13/18
4 9
nOLUMN LINE
D B
OLUMN UNL
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Fm1 Col
Anc.-Bolt
Base -Plate (in)
Base EL
Line Line
Oty Diu
Width Length Thick
(in)
1 • B
4 0.750
8.000 13.00 0.500
0.0
1 • A
4 0.750
8.000 13.00 0.500
0.0
1• Frame lines: 1 3
RIGID FRAME: BASIC COLUMN REACTIONS (k )
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Frm Col
Anc.-Bolt
Base -Plate (In)
Base EL
Line Line
Oty Die
Width Length Thick
(in)
2 B
4 0.750
8.000 13.00 0.500
0.0
2 A
4 0.750
8.000 13.00 0.500
0.0
Frame
Column
-----Dead-----Collateral-
----- Uw------ Wincl-Leftt-
-Wind-Rightl-
--Wlnd-Left2-
Line
Line
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
2
B
0.2
1.7
0.1
0.5
1.3
10.4
-7.2
-25.9
14.2
-1.1
-17.7
-25.0
2
A
-0.2
1.3
-0.1
0.4
-1.3
7.1
-5.6
-8.2
15.9
-29.5
-10.4
9.4
10
B
0.1
1.0
0.0
0.2
0.4
4.9
-4.4
-15.0
7.9
-0.5
-9.5
-14.6
1s
A
-0.1
0.8
0.0
0.2
-0.5
3.3
-3.7
-3.8
8.6
-16.1
-5.9
4.5
Frame
Column
-Wind-RIght2-
--Wind-.Long1-
--Viind-Long2-
-Setsmic-Left
Seismic -Right
-Seismic-Long
Line
Line
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Hertz
Vert
2
8
3.6
-0.2
125
-14.0
11.6
-123
-0.1
-0.1
0.1
0.1
0.0
-0.1
2
A
11.1
-11.9
3.1
-25.2
21
-26.8
-0.1
0.1
0.1
-0.1
0.0
-0.1
1•
B
28
-0.1
6.1
-8.8
5.7
-B.1
0.0
0.0
0.0
0.0
0.0
-0.1
1•
A
6.5
-7.8
1.2
-13.4
0.8
-14.1
0.0
0.0
0.0
0.0
0.0
-0.1
used on
do:
Load Combinations
- 25
- 50
- 17/17
= 20:12 / 20:12
- 2200
= 1
20.00
= 0
= 161
= FBC 2017
= C
= Closed
DL+CL+(LL or SL)
WL
DL+CL+D0.7 0.6)WL+0.75(LL or SL)
0.6DL+0.6M_
DING BRACING REACTIONS
d: Reactions k ) Panel -,Shear
III - Col -VMd - -Seismic- (lb/ft)
Line Line Horz Vert Hors Vert Wind Selo Note
3 1.2 4.3 2.8 0.1 0.1 �h))
B 2.1 6.4 4.2 0.2 0.1
d frame at endwall
BUILDING A
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Frtn Col Anc.-Bolt Base -Plate (in) Base EL.
Line Line 0ty Diu Width Length ick (in)
1• C 4 0.750 8.000 12.00 0.500 0.0
1• Frame lines: 1 3
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
I'm Col Ana -Bolt Bose -Plate (in t Base EL.
Line Line Oty Dia Width Length Thick (in)
2 C 4 0.750 8.000 12.00 0.500 0.0
RIGID
FRAME:
BASIC COLUMN REACTIONS (k )
Frame
Column
-----Dead----Collateral-
-----
Live- -----
Wind-Leftl-
-Vend-Rightl-
--Vmd-Left2-
Line
Line
Horiz
Vert
Horiz Vert
Horiz
Vert
Hertz
Vert
Horiz
Vert
Horiz
Vert
2
C
0.0
0.7
0.0 0.2
0.1
3.8
0.9
-11.8
8.3
-10.5
-9.5
0.5
1•
C
0.0
0.5
0.0 0.1
0.0
1.8
-0.1
-6.2
4.2
-5.4
-4.9
-0.4
Frame
Column
-Wincl-RI t2-
--Wlnd-Longl-
--Wind-Long2-
-Selsmic-Long
Line
Line
Horiz
Vert
Horiz Vert
Horiz
Vert
Horiz
Vert
2.
C
-2.1
1.8
9.4 -14.5
9.4
-14.5
0.0
0.0
1•
C
-0.7
0.4
4.4 -7.5
4.4
-7.5
0.0
0.0
used on
to:
Load Combinations
= 12
= 50
= 15 / 17
20:12 /
= 2.200
= 1
20.00
= 0
161
FBC 2017
= C
Partial
DL+CL+(LL or SL)
DL+CL+0.6WL
DL+CL+0.75(0.6)WL+0.75(LL or SL)
0.6DL+0.6WL
DING BRACING REACTIONS
t Reactions k )
Panel Shear
II -
Col -Wind - - eismic-
(lb]ft)
Line
Line Horz Vert Horz Vert
------
Wind Sels
Not33)e
(((
1It
1.2
ln1
i bent to bay
ing loads must be applied to supporting building
d frame at endwall
BUILDING B
WIND BENT REACTIONS
d: Reactions
-Wall - Col Vfind(k ) Seismic(k )
Loc Line Line Horz Vert Horz Vert
BSW C 2 1.0 1.1 0.0 0.0
BSw C 1 1.0 1.1 0.0 0.0
H H
IV }V
I BISON STEEL BUILDINGS. INC. I Customer. STEFANI/JONES I
y: MINNEAPOLIS I Sfate:MN
I Location: 1202 WEST WEATHERSEE ROAD
FORT PIERCE, FL 34982
signer. DAZ
Date: 8/8/18
offer. CN
Data: 8/10/18
Revision No:
Data: Init.
tailor.
Date:
Office:
Job No.:
20619
ecker.
Data:
Office:
ANCHOR BOLT REACTIONS & NOTES
Sht. E3 of 19
oO�&VAER p'''%,
`.`���5•*\CEN` * i No. 83864 :LP
• nt
STATE OF r;-
8/13/1
Dia Leng
0.625 2.25
y:zw�L!
FRAME LINE 1 3
DID
SIDES
MARK
LENGTH
1
1
FB31.3
2'-7 1/4'
2
1
FB31,5
2'-7 1/2'
3
1
FB31
2'-7'
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
FIELD WORK.
MEMBER TABLE
Mark Web De th a Plate Outside Flange Inside Flange
Start nd Len th W x Thk x Len th W x Thk x Length
RF2-1
12.5/12.5
0.160
15-1 11/i6"
5" x 1/4" x 16'-4 1/2"
5" x 1/4" x 15'-1 11/16"
12.5/12.5
0.219
1'-4 15/16"
5" x 1/4" x 1'-8 1/2"
RF2-2
13.0/13.0
0.135
10'-11 7/16"
5" x 1/4" x 10'-9 3/16"
5" x 1/4" x 10'-9 3/16"
RF2-3
12.5/12.5
0.219
1'-4 15/16"
5" x 1/4" x 1'-9"
5" x 1/4" x 15'-1 11/15"
12.5/12.5
0.160
15'-1 11 16"
5" x 1/4" x 16'-4 1/2
RF2-100
11.0/11.0
0.135-
-14'-6-3/87—
5" x. 1/4" x 14'-4 1/2"
5" x 1/4" x 13'-6 1/8"
5" x 1/4" x 1'-7 1/2"-- --
- _
RF2-101
12.0 12.0
0.135
16
10'-6 15 "
5" x 1/4!' x 10'-4 15 16"
5" z--
RC
1 12_A" .1 1! 72-7 1 2" 4 1
4 1 216 " „ BR1Polar White 3 ® S-10 11 0 `0 3 03-10 11 16„
Go• P
26 2„�
5®2_21316 o m '<:�27 �27 12
12
2"
RIGID FRAME ELEVATION: FRAME LINE 1 3
BISON STEEL BUILDINGS, INC.
City: MINNEAPOLIS I !
Designers DAZ Data: 8/4
Drafter. CN Date: 8/1i
Detoller. Date:
Customer. STEFANI/JONES
Location:1202 WEST WEATHERBEE ROAD
FORT PIERCE, FL 349B2
Office:
RIGID FRAME ELEVATION
Job No.:
20619
Sht. E4 of 19
\\\\\llllll lllllll/!''
S�pP9ER P �''%,,
sf :Qj,�;'a
No. 83864 ;
STATE OF
�O
0 R I r\• .��.
8/13/1
FLANGE BRACE TABLE
FRAME LINE 2
DID
SIDES
MARK
LENGTH
1
1
FB343
2'-10 1/4'
2
1
FB36:8
3'-0 3/4'
3
1
FB3R
2'-8'
4
1
FB31
2'-7'
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
MEMBER TABLE
Inside Flange
Web De th b Plate Outside Flange
Mark Start nd k Len th W x Thk x Len th
W x Thk x Len th
RF1-1
12.0/22.0
0.160
14'-5 7/8"
5" x 1/4" x 16'-4 1/2"
5" x 1/4" x 14'-6 3/16"
22.0/17.7
0.219
2'-1 9/16"
5" x 1/4" x 2'-1 13/16"
RF1-2
22.0/13.0
0.160
10'-3 15/16"
5" x 1/4" x 10'-3 15/16"
5" x 1/4" x 10'-2 1/16"
RF1-3
17.7/22:0
0.188
2'-1 9/16"
5" x 1/4" x 2'-2 5/16"
5" x 1/4" x 14'-6 3/16"
22.0 12.0
0.160
14'-5 7 8"
5" x 1/4" x 16'-4 1 2"
RF1-100
11.0/11.0 -
0.135
14'-6 3/8"_ _ _
5" x 1/4" x 14'-4 1/2"
5" x 1/4" x 13'-6 1/8"
5" x 1/4" x 1'=7-1/2"
_
RF1-101
12.0 12.0
0.135
10'-6 15 16"
5" x 1/4" x 10'-4 15 16"
5" x 1 4" x 10'-4 15 16" —
RC
" 7 7' 12'-
yll'_ 12 -4 �I —' 1 I. 7 1 2 42'
_ fF
5"
426 Ga. PBR1 Polar Wh to 3 ® 3'-10 11 16 0 0 3 ®3'-10
11 16„
2"
2 13 16" 12
12
RIGID FRAME ELEVATION: FRAME LINE 2
City: MINNEAPOLIS I Sfafe:MN
I Location: 1202 WEST WEATHERBEE ROAD
FORT PIERCE, FL 34982
Designer. DAZ
Date: B/8/18
Draffer. EN
Dote: B/10/18
Revision No:
Date: linit.
Detailer.
Date:
Office:
Job No.:
20619
Checker.
I Date:
Office:
RIGID FRAME ELEVATION
Sht. E5 of 19
`���11111111111////
,. S�pPHER
No. 83864
STATE OF
8/13/18
GIRT
LAPS
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
FIELD WORK.
3'-0'
3'—D'
SIDEWALL FRAMING: FRAME LINE A
DJ-4
8x25C16
7'-1 1/,
DH-2
8x25C16
2'-11 1/
DH-3
8x25C16
3'-3 1/.
DS-1
8x25C16
2'-11 1/
E-1
8x30E14
24'-11 1
-E=2--
-8x3DE14—
-24-1-1J
G-4
8x25Z15
27'-11 1
G-5
8x25Z14
27'-11 1
G-6
8x25715
27'-11 1
G-7
8x25Z13
27'-11 1
no _t
n O= rot
EI
[221
121J
DH-2
0
0
DS-1
—I
2
GIRT ® 3'-6' a
141
0
I
o
I
K8
SA
City: MINNEAPOLIS I Sfate:MN
Locafion:1202 WEST WEATHERSEE ROAD
FORT PIERCE, FL 34982
Designer. DAZ
Dale: 8/8/18
Draf!er CN
Date8/10/18
Revision No:
Date: Init.
Detailer.
Date:
Office:
Job No.:
20619
Checker.
Date:
Office:
SIDEWALL FRAMING
Sht. E6 of 19
Field
3'-0"
FRAMING REQ'D. FOR 3'x3' FRAMED
OPENING FOR WINDOW
(2 REAQ'D•)
��S�OPC E
* r No. 83864 ,t
8/13/18
GIRT
LAPS
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
FIELD WORK.
— I
3•-0-
SIDEWALL FRAMING: FRAME LINE B
BISON STEEL BUILDINGS, INC. Customer. STEFANI JONES
City: MINNEAPOLIS I State:MN Location:1202 WEST WEATHERBEE ROAD
Designer. DAZ Date: 8/8/18 FORT PIERCE, FL 34982
Drafter. CH Date: 8/10/18 Revision No: Date: IInit.
Detailer. Date: Office: Job No.:
Checker. Date: Office: 20619
SIDEWALL FRAMING Sht. E7 of 19
DH-3
8x25C16
3'-3 1
E-1
Bx30EJ4
24'-11
E-3
8x30E12
24'-11
G-4
8x25Z15
27'-11
G-6
8x25Z15
27'-11
o\S�pPHER pro..
t No. 83864
.n STATE OF _ . ;c c
8/13/18
Q2"
12
2'—O"
2"'L-,,
12
I I A4, I
SA
Aso 3 _
K46
G-1 a G-2 a G-3 l
D2� I s I
a DH-1 6 II I D27
II II II G-1 G-3 II
I II II I I II II I I
I II II I I II II I I
I II II I I II II I I
II it I II II I
II II OPEN TO II G-1 K45 o a G-3 II
II II REMAIN
II II OPEN I II 0 4 II I
I II II I I II � II I I
II II o- I II � II I I_O
II II o1s I I II G-1 G-3 9 II I D1s
II II I II SA lijI
I II II I I II II I I
I II II I I II II I
LLLI------------ L SA —— — — — — — — — — — ----- --- J
14'-0" 5'-6"
ENDWALL FRAMING: FRAME LINE 1
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
FIELD WORK.
BISON STEEL BUILDINGS, INC. Customer. STEFANI JONES
City: MINNEAPOLIS Sfate:MN Location: 1202 WEST WEATHERBEE ROAD
Designer. DAZ Date: 8/8/18 FORT PIERCE, FL 34982
Drafter. CN Date: 8/10/18 Revision No: Data: Init.
Defailer. I Date: Office: Job No.:
Checker. I Date: Office: 20619
ENDWALL FRAMING Sht. E9 of 19
MEMBER TABLE
FRAME LINE 1
MARK PART LENGTH
-20619A
DJ-1
C8x11.5
17 =O 3-8 --
DJ-2
C8x11.5
17'-0 3/8"
DH-1
8x25C16
13'-11 1 /2
G-1
8x25Z16
5'-1"
G-2
8x25Z16
13'-11"
G-3
8x25Z16
5'-1"
4
,o\S�pPHER ..
* ; No. 83864
t
8/13/18
,Z12"
12
A41—
SA �_ �_ � SA _ Aso
3 _ p�I
2'-0" I �I�. _ _ ` _ III— K46 III �T
1 11 II 9 v' ' ' II
111 I� L II
1 II II II
1 II II II
1 II II II
II II G 1 _ xas GG-3 11II
1 II II o � o II
1 II II II
11 11 SA a 4J II
I II II II
I II II II
LSA- ---------- ----- ----
1. 5'-6" I _ 14'-0" I 5'-6"
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
OPEN TO II II j
REMAIN II II 1
OPEN II II 1
I II II 1
-I D1s II II 1
� II II 1
I II II 1
I II II 1
I II II 1
ENDWALL FRAMING: FRAME LINE 3
BISON STEEL
Checker
DAZ
CN
2"t�:,,
12
2'_O"
B_
is
I Date: I Office:
ENDWALL FRAMING
DJ-2
C8x11.5
17'-0 ;
DH-1
8x25C16
13'-11
G-1
Bx25Z16
5-1"
G-2
8x25Z16
13'-11"
ER
✓OyFsV•
* ; No. 83864
#' —
•• STATE OF :.Q--
STEFANI JONES
1202 WEST WEATHERBEE ROAD
FORT PIERCE, FL 34982
%A� ••. �<v`
'�O�••. (� 10P:
Date: Init.
No:
`\
��•
•�'�i S/0
Job No.:
20619
A `�
11, \o
8/13/18
Sht. E10 of 19
1EMBER TABLE
'OOF PLAN
a
rn
PURLIN
LAP
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
PP9-1nn P—int
- --- - -
---------------
G10
RF1-100 E-100 RF2-100
P-100 T
P-101 T
I I
I I
RF2-101 I I
RF1-101
RF2
to 1
INQ0 Ce\'
ce
tu I I
to
to
—1
E-1
RF2
E-3
I I
P-1 T I
I I
I P-2 T I
ct
I I
RF2-2 I I
I I
I I
RF1-2
RFe
ce�� I I ce,3
I
I I
I I
I I
0 I I
P-1 Typ
I I
cs I IID
I I
RF1-2
RF2
7-2 Typ
I I
I I
I I
RF2-2
I I
KFZ-15 E-1 RI-1-3 f E-2
TR340(TYP)
33't
3 -0�
ROOF FRAMING PLAN
—101
—1
a
—2
—2
RF2-3
8
(17)
(V
n
I
N
ROOF
SHEETING
PANELS: 26 Ga. PBR
Polar White
MARK I PART I LING IH
20619A
P-1
Bx25Z15
27 —11 1 2
P-2
Bx25Z15
27'-11 1/2�
E-1
8x30E14
24'-11 1/4"
E-2
8x30E14
24'-11 1/4
E-3
8x30E12
24'-11 1/,V
CB-3 —
-0.25 CBL_
23'-8'
20519B —
P-100
8x25Z15
27 —11 1 2
P-101
8x25Z15
27'—.11 1 /2
E-100
8x30E14
24'-11 1 /4'
E-101
Bx30E14
24'-11 1 /4"
CB-100
0.25 CBL
23'-6"
City: MINNEAPOUS
I State:MN
I Location: 1202 WEST WEATHERBEE ROAD
Designer. DAZ
Dafe:
B/8/18
FORT PIERCE, FL 34962
Drafter. EN
Date:
B/10/16
Revision No:
Date: ]nit.
Detatler.
Date:
Off]ee:
Job No.:
Checker.
Date:
Office:
20619
ROOF FRAMING & SHEETING I Sht. E11 of 19
"�1�1111I1111!//„
,o\S� OER P �o
2�.'\�CENSE .•
�V.
t ; No. 83864 :• ,t
p STATE OF CL-
8/13/18
TR042 ® 3'-10"
TR041 ®3'-3"
TR041 ® 3'-7"
TR042 ®3'-6"
c \
--- --
�_ - -- -
- --oo
-- -
i
--
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I r�
M-I
i7 i�
F'
i7 i7
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Trtm_7
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00
00
00
00
TR042 03'-6"
TRIM DETAIL LAYOUT
TR041 ® 3'-3"
FOR 3'x7' WALKDOOR
(1 D)
TRIM DETAIL LAYOUT
(BjREQ
FOR 3'x3' F.O.
'D)
(2
(C)
in
in
in
N
0
N
in
IN
in
Tn
in
to
in
in
in
I
I
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I
I
. I
in I
N
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i7
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I
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(C)
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I
n
I
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TRO01
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. GBR — Light Stone
WAINSCOT PANELS: 26 Go. GBR — Sahara Tan
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
FIELD WORK.
BISON STEEL BUILDINGS, INC. Cusfan
City: MINNEAPOLIS 7 Stafe:MN Loeatit
Designer. DAZ Date: 8/8/18
Drafter. EN
Date: 8/1D/18 Revislo
Detailer. Date: Office:
Checker. Date: Offlce:
SIDEWALL SHEETING
TR100
STEFANI/JONES
1202 WEST WEATHERBEE ROAD
FORT PIERCE, FL 34982
No: Date: IInIl.
Job No.:
20619
Sht. E12 of 19
°� OER p'''%,,
S'�\CENS. ✓per
f'
.F
t jn
No. 83864
STATE OF '
';b:r(OR�P`�
8/13/18
1'-0"
LAP
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TR049
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rl
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7
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_--
TR041
SIDEWALL SHEETING & TRIM: FRAME LINE B
PANELS: 26 Go. GBR — Light Stone
WAINSCOT PANELS: 26 Ga. GBR — Sahara Tan
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
City: MINNEAPOLIS I State:MN
Location: 1202 WEST WEATHER13EE ROAD
FORT PIERCE, FL 34982
Designer. DAZ
Date: 8/8/18
Drafter. CN
Date: 8/10/18
Revision No:
Date: linit. -
Defoiler.
Data:
Office:
Job No.:
20619
Checker.
Data:
Office:
SIDEWALL SHEETING
Sht. E13 of 19
TR042 ® 3'-10"
TRO41 ® 3'-7"
N
N
I
®®
E
I
Trim_7
0 0
00
IY O
O R5
IY
TRIM
DETAIL LAYOUT
FOR
3'x7' WALKDOOR
(1 REQ'D)
(B)
auuIN Hill
HER
\CEhis
' 0
.yF�
r No. 83864
STATE OF r
8/13/18
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I
I I
I I
I I
I I
I I
I I
I I
I OPEN TO I
I REMAIN OPEN I
I I
I I
I I
I I
I I
I I
I I
I I
I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J
SIDEWALL SHEETING & TRIM: FRAME LINE C
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
City: MINNEAPOLIS I State:MN
Designer. DAZ Date: 8/8/18
Drafter. CN Date: 8/10/18
Detailer. Date:
Checker. Date:
SIDEWALL SHEETING
ROAD
FORT PIERCE, FL 34982
Revision No: Date: Init.
Office: Job No..
Office: 20619
Sht. E14 of 19
S�&HER
No. 83864
STATE OF
[a]
8/13/18
LAP (Typ.)
TR101
(R080 TR336
(a
v11
CID
-----
LO
in
r----
I
I
TR041, TR042
I -
I
i Trim_? ry I
o
I I
(
o
I
- 't
-
a
j OPEN TO
x
I REMAIN OPEN
�
C5
I
of
of
I
I I
TR049
I
i
L— — — — — — — — — — — — —
M
—
—
0
TR001
TR001
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Ga. GBR — Light Stone
WAINSCOT PANELS: 26 Ga. GBR — Sahara Tan
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
FIELD WORK.
BISON STEEL BUILDINGS, INC. Customer. STEFANI JDNES
EAPOUS I Stcte:MN Location:1202 WEST WEATHERBEE ROAD
DAZ Date: 8/8/18 FORT PIERCE, FL 34982
CN Date: 8/10/18 Revision No: Date: 11nit.
Date: Office: Job No.:
Date: Office: 20619
ENDWALL SHEETING Shi. E15 of 19
O�pPHER
����;•��CENSE :�k
* ; No. 83864
.p STATE OF
0RIDP'
F
ONA
8/13/18
2) /12 z 1 1/4'
S.D.S. I
PURUN
PURUN
CL153 (SEE-+� O� 1/2'0 x 1 1/4'
ROOF FRAMING '
— — — — — — —_— — — -
\--
A307 BOLTS
LAN
_PLAN_F'OR_ _ __ (TYP.)(U.N.)__
CL753 (SEE ,FO Q-1
ROOF FRAMING
1 2'
LOCATIONS (5) R12-14 z 3%4'
IF REO'D) — HVA TEK 3 S.DS. —
_ -
t 2'
_
- (5)) p12-14 x
PLAN -FOR- -I- - HµH TEK3 E
LOCATION3 II
IF REQUIRED) O
O O
SA
I III FLANGE gD45
O O SEE ENDWALLE
ELEVAToNs
S.D.S 2 X 1 1/4'
I FOR s2E AND I RIGID MkME_
RRA�IER FLANGE BRACE
LOCATIONS SEE RIGID FRAME
SECTIONS FOR
R.F. ENOWALL RAFTER SZE AND LOCATIONS
SCL-1
(B) 1/270 x 2' VARIES
A325T BOLTS SEE ANCHOR BOLT PLAN 1/2-0 X 1 1/4-
LA DOOR JAMB - A307 BOLTS
(HOT-ROUED) (TYP.)(U.N.)
H.R. COLUMN TO R.F. ENDWALL RAFTER 60 R.F. ENDWALL RAFTER (OPEN WALL)
NOTE COMMON BOLT O F.B. h LAP To BE A307 BOLT
SEE ROOF PLAN SEE ROOF PLAN
ODOR JAM4OVERHEA13
CLO02 1/YO % 1 1/4' 2' r/ a �PURLIN
WINDOW JA307 BOLTS 4 r/ 10 PURUN
(TYP.) (U.N.)
(2) 1/2'0
gNCNOR B
(BY OTHERS) O O O
2 1/2'(2)1/2.0 x i Ile 07 FlN NECK BOL75 O O O2 3/4'AT WAUCOODRS AND — — — — — — DOORS
I I A307/BOLTS 1 1/4' V
... I IF- AT WINDOWS PURUN A307 BOLTS 1 1/4'
=-I (TTP.) (U.N. A325T BOLTS)
®ON ROOF FRAMING PLAN)
L GIRT
-14 x 3/4'
C 3 S.D.S.
BRACE
IS FOR
L D Locanous
-RIGID FRAME
CORNER WWMN
-1/Y0 x 1 1/4'
A307 BOLTS
(TYP) (U.N.)
FRIGID FRAME
'0 X 1 1/4'-\ / CORNER COLUMN
WALL GIRT
=35 W/1'-0 1/2-
2' W YGIRT SETBACK
4, 4 W 10 GIRT ENDWALL SETBA W/1'-Y
GIRT CLD2aA W/2'-0 1/2'
SE BACK
D 66 CORNER COLUMN GIRT CONNECTION 02 CORNER COLUMN GIRT CONNECTION
FOR LOCATIONS) E6 DOOR/WINDOW JAMB BASE SECTION G7 FLANGE BRACE/BOLT PATTERN AT PURLIN
OCATI LAP G4 SIDEWALL GIRT SAG ANGLE G5 ANTI -ROLL CLIP DETAIL
T,FANGE BRACE RIGID FRAME
(SEE RIGID FRAME COLUMN /-WIND BENT COLUMN
EAVE STRUT
\--(2)/12 z 1
S.O.S. (TYP.)(U. (U.N.)
(SEE ROOF FRAMING
PLAN FOR LOCATION)
ANGLE DETAIL
NOTE: 1.) NOT ALL HOLES REQUIRE BOLTS.
LOCATE BOLTS AS SHOWN.
2.) ALL SCREWS ARE WITH WASHERS UNLESS NOTED
`PURUN
NOTE:
LAPPING MAY BE REWIRED FOR PROPER
INSTALLATION OF TR340. EACH LAP MUST
OCCUR AT A PURUN LOCATION. ANY CUTS
WILL BE MADE IN THE FIELD AS THE TR340
IS SUPPLIED IN 20'-O' PIECES.
M
"A" I „;
(2) 5/8'0 x 2 1/4'
A32ST BOLTS
(S-0' O.C.)
COLUMN BASE PLATE
(2) 5/8'0 x 2 1/4
"A" A325T BOLTS
(3'-0' O.C')
;; I SECTION "A"
H1 SIDEWALL GIRT CONNECTION �C20 WIND BENT COLUMN TO RIGID FRAME COLUMN I
BISON STEEL BUILDINGS, INC.
Customer. STEFANI JONES
City: MINNEAPOLIS
Stofe:MN
Locafion:1202 WEST WEATHERBEE
FORT PIERCE, FL
ROAD
34982
Designer. DAZ
Daie: B/B/16
Dmfter. EN
Date:
B/10/1B
Revision No:
Date:
linit.
Detailer.
Date:
Office:
Job No.:
20619
Cheaker.
I Date:
Office:
DETAIL DRAWINGS I Sht. E17 of 19
BENT COLUMN
\\\\l\IIIII1111////j�
` �OpC E N E ✓OyFs %
* No. 83864
.O STATE OF ,ram
30''
8/13/18
EAVE STRUT 1 2'
(TYP.) GAP r
NON BRACING �f
LOCATIONS Pry
SEE ROOF FRAMING
PLAN FOR BOLT
QUANTITY LOCATIONS
RIGID FRAME — i VV
COLUMN (COLUMN
SHAPE VARIES)
J2 EAVE STRUT TO RIGID FRAME
EAVE STRUT g.- `IE CROSS
SE FOR BOLT TYPE,
SI:- I QUANTITY SAVE STRUT 1 2'
RIGID FRAME (•) Gar
RIGIDSPLICPLATES
MIGHT BE ON
ROOF SLOPE
- - - —_ —OR-VERTICAL-
X 2• 1
NON BRACING ...
LTS AT NON
LOCATIONS
-OCATIONS
SEE ROOF FRAMING
FRAMING
PLAN FOR BOLT
BOLT
QUANTITY LOCATIONS
i
LOCATIONS
VE
COLUMN
7IRdDR AME
RIGID FRAME
COLUMN (COLUMN
RUES
APIER SHAPE
SHAPE VARIES)
ARIES)
EAVE STRUT
TO RIGID FRAME
J3 EAVE STRUT TO RIGID FRAME
NOT' FIELD LOCATE AND OF `-16'0 HOLES AND FIELD CUT
GIRT AS REQUIRED AT FIELD D OPENINGS
-4- W/ 10 -WKY-
1/4
A307/FIN NECK
BOLTS
2'
WINDOW JAMB
GAP
CLO25
1/YO X 1 1/4'
D20
A307 BOLTS
_
(TYP.)N.N.)
1/2.0 X 1 1/4-
- -_ _ -
�LY021- ,-
107 FlNNECK
1/4�
ILA
GAP
TOR JAMB
VANDOW SILL
WALL GIRT
FIELD LOCATE &
K2 GIRT TO DOOR JAMB I KB WINDOW SILL TO WINDOW JAMB
.1 1/4-
TS
FIELD LOCATE & DRILL
9/i6'0 HOLES AS REO'0�
2' IN BEGIRT
FIELD LOCATE & DRILL
.)
(TYP.)(U.N.)
V W//10 GIRT
9 16.0 HOLES AS RED'D
/
W� GIRT
LBS
2•
4'
FIELD CUT HEADER
GIRT
AROUND GIRT
7•-6� GIRT L9S
GIRT
GIRT
DOOR JAMB
1/Y0 x 1 1/4
\
CL020
A307 BOLTS
CL020
— —
— —
(TYP.)(U.N.)
—
CLO'%
(2) 1/2'0 X 1 1/4-
—
*jD
A307 FlNNECK0
O O
1//2.0 x 1 1/4•
W7
0 O
BOLTS
BOLTS
(TYP-XU.N.)0
—
CL025
WINDOW HEADERDOOR
JAMB
O 0
WINDOW HEADER
0
(4) 1/270 x 1 1/4'
j_/r
—
—CL021
—
A307 FINNECK
DOOR HEADCLO21
BOLTS
BOLTS
GAPJ/FlNNECK
WINDOW JAMB
(A43)0X2F
ENDWALL GIRT
W
IIII
NGIRT
JAM
I
BOLTS
DOOR
K45 GIRT TO DOOR JAMB K46 GIRT TO DOOR JAMB LB WINDOW JAMB TO WALL GIRT LBS WINDOW JAMB TO WALL GIRT L9 DOOR JAMB &HEADER TO WALL GIRT
a__
FIELD COPE HEADER
FLANGE (AS REWD)
WALKDOOR HEADER
'(4) 1/2b x 1 1/4'
, FlNNECK BOLTS
WAU(DOOR JAMB
�OORoJALw1B
DOOR HEADER
(2) 1/2.0 X 1 1/4'
A307 FlNNECK
BOLTS
L9SDOOR JAMB & HEADER TO WALL GIRT MB HEADER TO DOOR JAMB
COLUMN OR -
RAFTER WEB
STRAND
SLOT IN WEB TO INSERT
HILLSIDE WASHER
AND EYEBOLT
FLAT
WASHER
02 DIAGONAL CABLE BRACE CONNECTION
BISON STEEL BUILDINGS, INC. Customer. STEFANI JONES
City: MINNEAPOLIS State:MN Location:1202 WEST WEATHERBEE ROAD
Designer. DAZ Date: 8/8/18 FORT PIERCE, FL 34982
Drafter. CN Date: 8/10/18 Revision No: Date: Init.
Detailer. Date: Office: Job No.:
Checker. Date: Office: 20619
DETAIL DRAWINGS Sht. E18 of 19
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No. 83864 1k
.a STATE OF ZfQ
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8/13/18
f
INSIDE CLOSURE W/
ROOF SCREW
RS875D OR RS20DD
WALL PANEL
f12 z 1 11,V
SDS
ERECTOR NOTE FlELD LOCATE
O TOP OF CLOSURE
(SEE SHIPPING UST)
ROOF PANEL
k DRILL WEEP HOLES IN 7R041
/12 x 1 1/4'
SHEETING ANGLE
(USE ONLY Wi7H
TO ALLOW WATER DRAMAGE
-
WALL PANEL
_ _
WALL SCREW I
SHEERNC ANGLE
_
FOUNDATION
SD.S
- - -- - -__
BASE TRW TR041
_ _ _ ._FOUNDATION__
(BY OTHERS)
JAMB COVER TRW)
_ -
DOOR JAMB _.
_ TRD42 W/e' JAMB
1RD13 W/10' JAMB - -
HEADER
- - - - - - -
WALL PANEL
WALL SCREW
TRO6O
INSIDE CLOSURE I
(BY OTHERS)
(6' ORDERED)
(OPTIONAL IF ORDERED)
- _ __ _
L
WALL PANEL
f12 x 1 1/4'
INSIDE CLOSURE
�74 x 7 8'
/
WALL SCREW
•
e
J •
'•A •'
S.D.S.
1'-6' D.C.)
S.D.S.
•4
•
'
(UST ONLY WITH
z
•
.• •�
TROQ
HEADER COVER TRW)
7R001 J
•• 4
'
OUTSIDE OLOSVRE
EAVE STRUT
.
WALL SCREW
TRO42 W/8' HEADER
TRO41
OTHERS (S-0' O.C. MAX)
TRO43 W/10' HEADER
WALL PANEL
'BY
3-W O.G,
MAX (BY OTHERS)
(OPTIONAL IF ORDERED)
CONDITION AT SELL
IS SIMILAR.
T1 BASE TRIM SECTION
T4
BASE TRIM SECTION
Trlm_1 DOOR JAMB TRIM
Trims HEADER TRIM
Trim_14 EAVE TRIM
SECTION
(2) /12 x 1 1/4'
/�14
INSIDE CLOSURE W/
RS87M OR
RDOF SCREW
(''-fi' O.G)
�4 X 7/8' S.D.S.
O TOP OF CLOSURE
SA
RSIDO (ROPE SEAL)
(SEE SHIPPING UST)
ROOF PANEL
ROOF PANEL
ROPE SEAL (RS100)
WALL PANEL
TROSO
ROOF PANEL
3.INSIDE
TRoeo
_ _ _ _ _
7
— — —
CLOSURE
—
11/2-- -7
11
j12 X 1 1/4'
S.D.S.
GAP \
WALL SCREW
0-6' D.C.
Tom•
` ) (U.N-)
�dRT
EAVE STRUT
/
L
(1'-6' O.G)
� 1
I
LDNEL
S.D.S./I4
z 7/B'
_ _ _ _ _
j14 X 7/e'
_ _ _
7RD49S.D.S.
WALL SCREW
SDS
(1'-0' D.C.)
%14 z 7/8' SD.S
S12 z 1 1I4' (�
#12 x 1 1/4'
WALL PANEL
TR336
PURUN BEYOND
1'-0' O.C.)
i
(1-6 C.c.)
O.C.)
S. S.
OUISIDE
—w
O.G)
CLOSURE
/12 X 1 1/4 S.D.S.
OUTSIDE CLOSURE
SA
TR063 W/8' EAVE STRUT
TR064 W/10' EAVE STRUT
(1'-6' D.C.)
(2) AT EACH PURUN
SIDEWALL PANEL
WAINSCOT PANEL
TR02D
Trim_21 EAVE TRIM
SECTION
Trim_35
RAKE TRIM SECTION
Trim_38 RAKE TRIM SECTION
Trim_39 CORNER TRIM SECTION
Trim_51 WAINSCOT
SECTION
ROOF
PANEL
RIDGE CAP
TRD50
ISOM
i
TR101
TROSO
ECAL
TR100
ENDWALL
SIDEWALL
PANEL
PANEL
EL
PEAK
DETAIL
BUILDING
CORNER DETAIL
/p
�QPHER
S . ,/ '/
rj
No. 83864 :, Ar.
BISON STEEL BUILDINGS, INC.
Customer. STEFANI JONES
City:MINNEAPOLIS Stafe:MN
Location:1202 WEST WEATHERBEE ROAD'
STATE OF
Designer. DAZ Date: B/8/18
FORT PIERCE,
FL 34982
%�.0
Draffer. CN Dote: 8/10/18
Revision No:
Date: Init.
�.�`•' • 0
Detailer. Date:
Office:
Job No.:
i
/, S/o111I
NOTE:
Checker. Date:
Office:
20619
WALL SCREW- #12x1 1/4" S.D.S.
TRIM DRAWINGS
Shi. E79 of 19
8/13/18
ROOF SCREW:
12x1 1 2" S.D.S.