HomeMy WebLinkAboutB17-0387 024-040-064BUILDER/ CONTRACTOR RESPONSIBILITIES
Drawing Validity — These drawings, supporting structural calculations and design certification are based on the
Shop Primed Steel — All structural members of the Metal Building System not fabricated of corrosion resistant
order documents as of the date of these drawings. These documents describe the material supplied by the
material or protected by a corrosion resistant coating are painted with one coat of shop primer meeting the
manufacturer as of the date of these drawings. Any changes to the order documents after the date on these
performance requirements of SSPC Paint Specification No. 15. All surfaces to receive shop primer are cleaned of
drawings may void these drawings, supporting structural calculations and design certification. The
loose rust, loose mill scale and other foreign matter by using, as a minimum, the hand tool cleaning method
Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which
SSPC—SP2 (Steel Structures Painting Council) prior to painting. The coat of shop primer is intended to protect the
result in changes to the drawings, supporting structural calculations and design certification.
steel framing for only a short period of exposure to ordinary atmospheric conditions. Shop Primed steel stored in
F3
the field pending erection should be kept free of the ground and so positioned as to minimize water—holding
Builder Acceptance of Drawings — Approval of the manufacturer's drawings and design data affirms that the
pockets, dust, mud and other contamination of the primer film. Repairs of damage to primed surfaces and/or
manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes
removal of foreign material due to improper field storage or site conditions are not the responsibility of the
Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product
manufacturer. The Manufacturer is not responsible for deterioration of the shop coat of primer or corrosion that
specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of
may result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to any
standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1)
field applied coating. Minor abrasions to the shop coat (including galvanizing) caused by handling, loading, shipping
E4
unloading and erection after painting or galvanizing are unavoidable. Touch—up of these minor abrasions is the
Code Official Approval — It is the responsibility of the Builder/Contractor to ensure that all project plans and
responsibility of the End Customer (MBMA 06 IV 4.2.4)
specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor
PROJECT NOTES
is responsible for securing all required approvals and permits from the appropriate agency as required.
FRAME CROSS SECTION
0
Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members
Builder is responsible for State, Federal and OSHA safety compliance — The Builder/Contractor is responsible for
conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50
applying and observing all pertinent safety rules and regulations and OSHA standards as applicable.
ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with
a minimum specified yield point of 50 ksi. Hot rolled angles, or other than flange braces, conform to ASTM 36
Building Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in
minimum. Hollow structural shaped conform to ASTM A500 grade b, minimum yield point is 42 ksi for round
compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys,
HSS and 46 ksi for rectangular HSS. Material properties of cold form light gage steel members conform to the
braces, false work or other elements required for erection will be determined, furnished and installed by the
requirements of ASTM A1011 SS Grade 55 or ASTM A1011 HSLAS Class 1 Grade 55, with a minimum yield point
erector. (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3)
of 55 ksi.
Discrepancies — Where discrepancies exist between the Metol Building plans and plans for other trades, the Metal
Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3)
accordance with the "Specification for Structural Joints using ASTM A325 or A490 bolts, June 30, 2004".
Pretensioning methods, including turn—of—nut and calibrated wrench are not required unless noted otherwise.
Materials by Others — All interface and compatibility of any materials not furnished by the manufacturer are the
responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria
The manufacturer does not assume an responsibility for the erection nor field supervision of the structure and
Y P Y P
concerning any interface between materials if furnished as a part of the order documents, the manufacturers
or any special inspections (including inspection of the high strength bolts or field welds) as required during
assumptions will govern.
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.
Correction of Errors — Normal erection operations include the correction of minor misfits by moderate amounts
of reaming, chipping, welding or cutting and the drawing of elements into line through the use of drift pins.
Design is based upon the more severe loading of either the roof snow load or the roof live load.
Errors which cannot be corrected by the foregoing means or which require major changes in the member
configuration should be reported immediately to the owner and fabricator by the erector, to enable whoever is
Loads, as noted, are given within order documents and are applied in general accordance with the applicable
responsible either to correct the error or to approve the most efficient and economical method of correction to
provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer
be used by others. (AISC Code of Standard Practice Sept 86 Section 7.12)(Mor 05 Section 7.14)
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 Engineer's certification is limited to design loads supplied by an
Modification of the Metal Building from Plans — The Metal Building supplied by the manufacturer has
Architect and/or engineer of record for the overall construction project.
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
This project is designed using manufacture's standard serviceability standards. Generally this means that all
plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed
stresses and deflections are within typical performance limits for normal occupancy and standard metal building
Structural Engineer should be consulted prior to making any changes to the building configuration shown on
products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly
these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the
stated in the contract documents.
building not indicated on these drawings.
X—bracing (if applicable) is to be installed to a taut condition with all slack removed. Do not tighten beyond
Safety Commitment —The Metal Building Manufacturer has a commitment to manufacture quality building
this state.
components that can be safely erected. However, the safety commitment and job site practices of the erector
are beyond the control of the building manufacturer. It is strongly recommended that safe working conditions
The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be
and accident prevention is the top priority of any job site. Local, State and Federal safety and health
attached to the purlin web. This may not be appropriate for heavily concentrated loads. Any attached load in
standards, whether standard statutory or customary, should always be followed to help ensure worker safety.
excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using
Make certain all employees know the safest and most productive way to erect a building. Emergency procedures
concentrated loads and may require separate support members within the roof system.
should be known to all employees. Daily meetings highlighting safety procedures are also recommended. The use
of hard hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where
This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.)
applicable, are recommended. For purposes of determining lift requirements, no bundles supplied by the
must be designed to withstand the specified wind loading for the design of components and cladding in
manufacturer will exceed 4000 lbs. For further information also reference the bill of materials for individual
accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind
member weights of other structural members. If additional information is required contact the customer service
velocity is reached.
department.
BAS
BAST
Expandable Main frames
Foundation Design — The Metal Building Manufacturer is not responsible for the design, materials and
The rigid frame at line 1 and 5 are designed to receive additional bay 30 feet measuring from center line REs
workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only
of the column to the steel line of the additional bay. Corresponding frame reactions are calculated based
location, diameter and projection of the anchor rods required to attach the Metal Building System to the
upon actual tributary area. sYs
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
sEls
foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed
Gutter note
loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2
Using Northern 7 x 7 utter with 4 x 5 downspouts, the roof drainage system has been designed usingBLD
9 9 P g Y 9
the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been BASI
and A3
located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not
Dissimilar Materials — Never allow your roof to come in contact with, or water runoff from, any dissimilar metal
to exceed spacing 120 feet with the first downspout from both ends of the gutter run within 30 end
the Downspout that does the will be in
S It d : t t d lumber Calcium used in concrete mortar
feet of end. spacing not exceed maximum spacing compliance
DESIGN LOADING
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS
INDICATED AND APPLIED AS REQUIRED BY:
CBC 16
THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY
WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.
FRAME / ROOF DEAD LOAD 2,140 PSF
SUPERIMPOSED
COLLATERAL (LIGHTS) 3.5 PSF
ROOF LIVE LOAD
RISK CATEGORY
SNOW LOAD
GROUND SNOW LOAD (Pg)
SNOW LOAD IMPORTANCE FACTOR (Is)
FLAT ROOF SNOW LOAD (Pf)
SNOW EXPOSURE FACTOR (Ce)
THERMAL FACTOR (Ct)
20.00 PSF (REDUCIBLE)
II — Normal
0.0000 PSF
1.0000
0 PSF
1.0
WIND LOAD
ULTIMATE WIND SPEED 110 MPH
NOMINAL WIND SPEED (Vasd) 85 MPH (IBC SECTION 1609.3.1)
SERVICEABILITY WIND SPEED 72 MPH
WIND EXPOSURE CATEGORY C
TOPOGRAPHICAL FACTOR 1.0
INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 /-0.18
ZONE 4, COMPONENT WIND LOAD < 10FT2
26.047 PSF PRESSURE -28.218 PSF SUCTION
ZONE 5, COMPONENT WIND LOAD < 10FT2
26.047 PSF PRESSURE -34.665 PSF SUCTION
ZONES PER ASCE 7-10; FIG. 30.4-1
ZONES PRESSURES SHOWN ARE UN—FACTORED
RAIN INTENSITY
5—MINUTE DURATION, 5—YEAR
RECURRENCE (11) 3.3 IN/HOUR
SEISMIC LOAD
SEISMIC IMPORTANCE FACTOR (le) 1.00
Ss 0.5835 SDs 0.5183
S1 0.2679 SDS 0.3321
SITE CLASS D STIFF SOIL
SEISMIC DESIGN CATEGORY D
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
DRAWING INDEX
ISSUE
PAGE
DESCRIPTION
0
C1
COVER SHEET
0
F1
ANCHOR BOLT PLAN
0
F2
ANCHOR BOLT REACTIONS
0
F3
ANCHOR BOLT DETAILS
0
E1
ROOF FRAMING PLAN
0
E2
FRONT SIDEWALL
0
E3
BACK SIDEWALL
0
E4
LEFT ENDWALL
0
E5
RIGHT ENDWALL
0
E6—E8
FRAME CROSS SECTION
0
DET1-12
STANDARD DETAILS
0
R1 —R8
INSTALLATION SHEETS
DRAWING STATUS
1:1 FOR APPROVAL
THESE DRAWINGS, BEING FOR APPROVAL, ARE BY
DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL
REPRESENTATION ONLY. THEIR PURPOSE IS TO
CONFIRM PROPER INTERPRETATION OF THE PROJECT
DOCUMENTS. ONLY DRAWINGS ISSUED
"FOR ERECTOR INSTALLATION" CAN BE CONSIDERED
AS COMPLETE.
F FOR CONSTRUCTION PERMIT
THESE DRAWINGS, BEING FOR PERMIT, ARE BY
DEFINITION NOT FINAL. ONLY DRAWINGS ISSUED
"FOR ERECTOR INSTALLATION" CAN BE CONSIDERED
AS COMPLETE.
1XI FOR ERECTOR INSTALLATION
FINAL DRAWINGS FOR CONSTRUCTION.
UMN LINE 1-6 SWA&SWC
C FORCE RESISTING SYSTEM* C4 B3
PONSE MODIFICATION COEFFICIENT(R) 3,5 3.25 ENGINEERING SEAL
TEM OVER—STRENGTH FACTOR(,2o) 3.0000 2.0000
MIC RESPONSE COEFFICIENT(Cs) 0.148 0.16 THIS CERTIFICATION COVERS PARTS MANUFACTURED
AND DELIVERED BY THE MANUFACTURER ONLY,
G DESIGN BASE SHEAR (V) TRANSVERSE 12.23(k) LONGITUDINAL10.07 (k) AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS,
C STRUCTURAL SYSTEM (FROM ASCE 7-10 TABLE 12.2-1) FOUNDATION DESIGN AND ERECTION OF THE BUILDING.
THE TRANSVERSE DIRECTION IS PARALLEL TO THE RIGID FRAMES THESE DRAWINGS AND THE METAL BUILDING SYSTEM
THE LONGITUDINAL DIRECTION IS PERPENDICULAR TO THE RIGID FRAMES THEY REPRESENT ARE THE PRODUCT OF AN AFFILIATE
OF NCI GROUP, INC. — 10943 N. SAM HOUSTON
including but not limited to. Copper and Arsenic a s use in reg e
cause
with the building code.
The gutter and downspout system as
provided by the manufacturer is designed to
and grout.
accommodate 3.3 in/hr
rainfall intensity as it corresponds to
a 5 year recurrence interval.
1 d 7 ' ill corrosion of the
conditions
and if found, they should
be removed.
Debris Removal —
Any foreign
debris such as sawdus ,
it , anima roppings, e c. w
roof, gutters, trim,
etc. if left
on building surfaces for
a long enough time. The roof should be periodically
inspected for such
conditions
and if found, they should
be removed.
Rev. 8/12/14
PARKWAY W., HOUSTON, TX 77064. THE PROFESSIONAL
ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED
BY AN AFFILIATE OF NCI GROUP, INC. AND IS NOT THE
ENGINEER—OF—RECORD FOR THE OVERALL PROJECT.
BUILDING SIZE: 60'-0" x 120'-0" x 22'-0" 1.0:12
- -- -
ISSUE DATE DESCRIPTION BY CK'D DSN T --
A STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR OKLAHOMA CITY, OK 73149-�, ,
A RobertsonCeco Company
(800)-879-782.8
PROJECT: LEVI ROSSER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
PHASE
1
OWNER: JASBIR KULLAR
BUILDING ID
A
JOB NUMBER
15-B-65255
SHEEP NUMBER ISSUE
C1 0
Feb 05, 2017
low
0
I
0
N
v
1'-2"
30'-0"
28'-10"
2
30'-0"
120'-0" OUT -TO -OUT OF STEEL
n
30'-0"
119
5
30'-0"
28-10, _ , 1'-2"
C
x—L5racing
28'-10 11'-6"
16'-0"
J
16'-0"
11'-6"
W
1'-2"
W
30,-0"
30,-0
30,-0"
30,-0"
V)
II
O
O
�
O
I
I
o
O
N
I
O
O
I
0
B
0
I
0
N
v
1'-2"
30'-0"
28'-10"
2
30'-0"
120'-0" OUT -TO -OUT OF STEEL
n
30'-0"
119
5
30'-0"
28-10, _ , 1'-2"
(U U U
ANCHOR BOLT PLAN
ISSUE DATE DESCRIPTION BY CK'D DSN
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR
"19
5
0
0 I
N
O
I
0
N
0
0 I
N
�m STAR BUILDING SYSTEMS 8600 SOUTH I-35 SERVICE ROAD
A RobertsonCeco Company OKLAHOMA CITY, OK 73149
(800)-879-7828
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC TOWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSUE
1/23/17 N.T.S. 1 a 15—B-65255 F1 0
O Dia= 5/8"
* Dia= 3/4"
Feb 05, 2017
0)
x—L5racing
28'-10 11'-6"
16'-0"
T
2'-6" 2'-6"
16'-0"
11'-6"
28'-10"
1'-2"
30,-0"
30,-0
30,-0"
30,-0"
(U U U
ANCHOR BOLT PLAN
ISSUE DATE DESCRIPTION BY CK'D DSN
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR
"19
5
0
0 I
N
O
I
0
N
0
0 I
N
�m STAR BUILDING SYSTEMS 8600 SOUTH I-35 SERVICE ROAD
A RobertsonCeco Company OKLAHOMA CITY, OK 73149
(800)-879-7828
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC TOWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSUE
1/23/17 N.T.S. 1 a 15—B-65255 F1 0
O Dia= 5/8"
* Dia= 3/4"
Feb 05, 2017
0)
I _.
NOTES FOR REACTIONS
DATE
BUILDING REACTIONS ARE BASED ON
BY I
THE FOLLOWING BUILDING DATA:
t DSN
WIDTH (FT) =
60
LENGTH (FT) =
120
EAVE HEIGHTFT) =
22 / 22
ROOF SLOPE rise/ 12) =
1.0:12 / 1.0:12
DEAD LOAD psf =
2.140
COLLATERAL LOAD (psf) =
3.5
ROOF LIVE LOAD (psf) =
20.00 (REDUCIBLE)
FRAME LIVE LOAD ( sf) =
12
ROOF SNOW LOAD psf) =
0
GROUND SNOW LOAD (psf) =
0.0000
WIND SPEED (MPH =
110
NOMINAL WIND SP ED(Vosd) =
85 MPH (IBC SECTION 1609.3.1)
SERVICEABILITY WIND SPEED =
72 MPH
WIND CODE =
CBC 16
EXPOSURE =
C
CLOSED/OPEN =
Closed
IMPORTANCE - WIND =
1.00
IMPORTANCE - SEISMIC =
1.00
SEISMIC ZONE =
D
ANCHOR BOLT SUMMARY
Dia Proj
FRAME LINES: 1 2 3 4 5
H
�V
RIGID FRAME:
ANCHOR BOLTS & BASE PLATES
IV
(h)Rigid frame at endwall
*See RF reactions table for vertical and
horizontal reactions in plane of the rigid frame.
ISSUE
DATE
Qty Locate (in) Type (in)
BY I
CK'D
t DSN
0
1/23/17
FOR ERECTOR INSTALLATION
PNR I
PNR I
SSR
O 8 Jamb 5/8" F1554 2.00
Frm
Col
Anc._Bolt
Base -Plate (in)
Grout
O 16 Endwall 5/8" F1554 2.00
Line
Line
Qty
Dia
Width Length
Thick (in)
0 40 Frame 3/4" F1554 2.50
1*
D
4
0.750
6.000 9.500
0.375 0.0
GENERAL
NOTES
1 *
A
4
0.750
6.000 9.500
0.375 0.0
1.
THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS
AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS
1 *
Frame
lines:
1
2 4 5
OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS
WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING.
2.
REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD
RIGID
FRAM E:
ANCHOR
BOLTS & BASE
PLATES
GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER
WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE
Frm
Col
Anc._Bolt
Base (in)
Grout
REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND
Line
Line
Qty
Dia
-Plate
Width Length
Thick (in)
DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES
AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS
FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE
3
D
4
0.750
6.000 9.500
0.375 0.0
FACTORS USED IN THE FOUNDATION DESIGN.
3
A
4
0.750
8.000 10.00
0.375 0.0
3.
THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD
COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD
REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER
RIGID
FRAME:
BASIC
COLUMN REACTIONS (k )
TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER
DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION
Frame
Column
-----Dead-----Collateral-
-----
Live ------Wind_Left1-
-Wind_Right1- --Wind-Left2-
DESIGN
Line
Line
Horiz
Vert
Horiz Vert Horiz
Vert Horiz
Vert Horiz Vert Horiz Vert
4.
THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE
1*
D
1.1
2.9
1.4 3.2
4.7 10.8 -11.3
-19.2 -0.1 -11.6 -10.8 -11.4
DESIGN OF THE ANCHOR BOLT DIAMETER ONLY TO PERMIT THE
1 *
A
-1.1
2.9
-1.4 3.2 -4.7
10.8
0.1
-11.6 11.3 -19.2 -0.4 -3.8
TRANSFER OF FORCES BETWEEN THE BASE PLATE AND THE
3
D
1.1
2.9
1.4 3.2
4.8 10.8 -11.4
-19.2 -0.3 -11.6 -10.8 -11.4
ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT
3
A
-1.1
3.1
-1.4 3.2 -4.8
10.8
0.2
-11.6 11.5 -19.2 -0.4 -3.8
RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER
OF FORCES TO THE FOUNDATION. THE METAL BUILDING
Frame
Column
-Wind_Right2-
--Wind_Long1---Wind_Long2-
-Seismic-Left
Seismic -Right -Seismic-Long
MANUFACTURER DOES NOT DESIGN AND IS RESPONSIBLE FOR
Line
Line
Horiz
Vert
Horiz Vert Horiz Vert Horiz
Vert Horiz Vert Horiz Vert
.NOT
THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FOUNDATION
1*
D
0.4
-3.8
-1.6 -21.3 -2.1
-18.1
-1.6
-1.1 1.6 1.1 0.0 -4.4
EMBEDMENTS. THE END USE CUSTOMER SHOULD ASSURE HIMSELF
1*
A
10.8
-11.4
2.1 -18.3
1.6 -21.4
-1.6
1.1 1.6 -1.1 0.0 -4.5
THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION
3
D
0.2
-3.8
-1.7 -21.2 -2.3
-18.1
-1.4
-1.0 1.4 1.0 0.0 -4.4
DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE
3
A
11.0
-11.4
2.3 -13.8
1.7 -17.0
-1.5
1.0 1.5 -1.0 0.0 0.0
BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF
THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE.
1 * Frame
lines:
1 2 4
5
ENDWALL
COLUMN:
BASIC COLUMN REACTIONS (k
)
IT IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF
THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL
ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES,
Wind
Wind
(SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL)
Frm
Col
Dead
Press
Suct
5.
BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION.
Line
Line
Vert
Horz
Horz
(UNLESS NOTED)
1
C
0.3
-4.8
5.2
6.
ANCHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS
1
B
0.3
-4.8
5.2
NOTED OTHERWISE.
5
B
0.3
-4.8
5.2
5
C
0.3
-4.8
5.2
ENDWALL
COLUMN:
ANCHOR BOLTS & BASE PLATES
BUILDING BRACING REACTIONS
Frm
Col
Anc._Bolt
Base_Plote (in)
Grout
Reactions inlane of wall
p
Line
Line
Qty
Dia
Width Length
Thick (in)
f Reactions(k) Panel -Shear
Wall -
Loc Line
Col Wind - -Seismic - (Ib/ft)
Line Horz Vert Horz Vert Wind Seis Note
1
C
4
0.625
6.000 10.00
0.375
0.0
1
B
4
0.625
6.000 10.00
0.375
0.0
L -EW 1
(h)
5
B
4
0.625
6.000 10.00
0.375
0.0
F -SW A
1,2 6.4 * 5.0 *
5
C
4
0.625
6.000 10.00
0.375
0.0
R_EW 5
(h)
B_SW D 3,2 6.4 * 5.0
(h)Rigid frame at endwall
*See RF reactions table for vertical and
horizontal reactions in plane of the rigid frame.
ISSUE
DATE
DESCRIPTION
BY I
CK'D
t DSN
0
1/23/17
FOR ERECTOR INSTALLATION
PNR I
PNR I
SSR
-STAR-
► ,
PROJECT: LEVI ROSSER
STAR BUILDING SYSTEMS
A RobertsonCeco Company
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
LUMN LINE
CUSTOMER: ROBBER ENTERPRISES INC I OWNER: JASBIR KULIAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
1/23/17 N.T.S. 1 a 15-13-65255 F2 0
Feb 05, 2017
)ia= 5/8"
c -
n
v
cn
DETAIL A
Dia= 3/4"
w�
6"
1 —2
DETAIL B
Dia= 3/4" 6„
-T-
CN
r-
2 2
See Plan
DETAIL C
Dia= 3/4" 8„
-T-
CD
�I�
DETAIL D
10 1/4"
4"
3"
10 1/4"
10 1/4"
SW
SW
SW
Framed Opening Width
1 3/4 1 3/4
ARDiaFromed Opening AR Layout
5/8111
Dia= 5/8"
DETAIL E
SW
1 1/4
Door Opening Width 1 1/4 ISSUE DATE
N
Equal Equal 0 1/23/17
� q q
V
N
,a + Steel Line +
+
AR Dial Walk Door AR Layout
1/2 ;1
DESCRIPTION
FOR ERECTOR INSTALLATION
-STAR -
PROJECT: LEVI ROSSER
STAR BUILDING SYSTEMS
A aorP,t=onC:<o Comp,ny
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE
BUILDING ID
JOB NUMBERSHEET
NUMBER
ISSUE
i
a
15—B-65255
F3
0
Feb 05, 2017
I1�
0
I
N O
N
w
O U
I �
O
Ln
O
0
I
O
N
w
O U
I �
o �
rO =D
cn
Li O
O
O O
n N
2
30'-0"
RF1-1 E-3
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.
RF3-1
30'-0"
F-9
120'-0" OUT—TO—OUT OF STEEL
n
RF? —1
P-2 T
C
JOB NUMBER
SHEET NUMBER
RF3-2
i
PART
LENGTH
E1
P-1
10X25Z13
33'-
P-3 Typ
1/2))
cg_�
ce_4
RF3—
1 OX25Z13
34-7
1/211
P-3
RF3-1
3'-1 3/4",
3'-1 3/4"
L-4
30'-0"
F-9
RF3-1
30'-0"
E-1
5
RF1-1
1 RF2-4
1'-5 3 4
1'-5 3/4"
ROOF FRAMING PLAN
ISSUE
0
E-5 RF3-1
3'-1 3/4',
3'-1 3/4"
DATE DESCRIPTION
1/23/17 FOR ERECTOR INSTALLATION
E-3
L O
I
0
N
-2
K�1-1
0
0
N
0
I
O
N
C
w
O U
I Q
o �
I
O
O
0
F675—B
(9)
O
I
N
O
I
N
SPECIAL BOLTS
ROOF PLAN
o ID QUAN TYPE DIA LENGTH WASH
1 4 A325 1 2" 1 1 4° 0_
MEMBER TABLE
ROOF PLAN
BUILDING ID
JOB NUMBER
SHEET NUMBER
MARK
i
PART
LENGTH
E1
P-1
10X25Z13
33'-
1
1/2))
P-2
1 OX25Z13
34-7
1/211
P-3
1 OX25Z13
34-7
1/2
P-4
1 OX25Z 13
33'-
1
1/2
E-1
1OES1L14
29'-11
1/2"
E-2
10ES 1 L14
29'-11
1/2"
E-3
10ES11-14
29'-11
1/2"
E-4
10ES1L14
29'-11
1/2"
E-5
IOES1L14
29'-11
1/2"
CB
-3
1/2" DIA. ROD
35'-3"
CB
-4
1/2" DIA. ROD
32'-0"
CONNECTION PLATES
ROOF PLAN
❑ ID MARK PART
1 SC18
� -
NOTE:
I LTP ; S TO BE FIELD LOCA -ED
I I &FIELD CUT (BY OTHERS)
INSTALLATIOM MUST COMPLY
�L J
WITH OSHA REQUIREMENTS
ROOF
SHEETING
PANELS: 26 Gauge PBR
Galvalume
BY CK'o DSN A� STAR BUILDING SYSTEMS
PNR PNR SSR
�p A Ro6ertsonCeco Company
PROJECT: LEVI ROSSER
CUSTOMER: ROSSER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/117 N.T.S.
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE
BUILDING ID
JOB NUMBER
SHEET NUMBER
ISSUE
i
a
15—B-65255
E1
0
Feb 05, 2017
0
rl I
GIRT
LAPS
0
r�
co
I
30'-0"
2
30'-0"
120'-0" OUT—TO—OUT OF STEEL
i
30'-0"
I
30'-0"
5
I I L I L -�
RFI -1 RF3-1
RF2-4 RF3-1 RF1-1
11'-6" 16'-0" N 1 N 16'-0" 11'-61$
2'-5 3/4"1 2 2'-5 3 4"
ll °-5 3/4°° 2'-5 3/4"
SIDEWALL FRAMING: FRAME LINE H
1 2 3
(Gutter with 3 downspouts)
F1362—BL
HW4062 F1361—B
F1361—BL
F1362—BR F1362—BL
2'-5 3/4",
2'-5 3/4"
4
EXPANSION (F1364-13, F1363-13)
F1362—BR
�
13❑61—BR
F73
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.
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 76 Gcuce PBP, — Polar dVh'Ae
ISSUE DATE DESCRIPTION BY I CK'D DSN STAR BUILDING SYSTEMS
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR
O� A RobertsonCeco Company
PROJECT: LEVI ROSSER
MEMBER TABLE
FRAME LINE
A
MARK
PART
LENGTH
DJ -1
1 OF35C 14
15'-0"
DJ -2
1 OF35C 14
15'-0"
DJ -3
1 OF35C 14
15'-0"
DJ -4
1OF35C14
15-0"
JB -1
10F35C14
6'-1
1/4"
JB -2
1 OF35C 14
6'-1
1 /4"
JB -3
10F35C14
6'-1
1/4"
JB -4
10F35C14
6'-1
1/4"
DH
-1
1OF25C14
16'-0"
E-1
10ES1L14
29'-11
1/2"
E-3
10ES1 L14
29'-11
1/2"
E-4
IOES1L14
29'-11
1/2"
E-5
10ES 1 L14
29'-11
1 2"
G-9
1OX35Z12
32'-5
1 2"
G-10
10X25Z14
32'-51/21)
G-11
10X35Z14
13'-8"
G-12
10X25Z14
34'-11
1/2"
G-13
10X25Z14
4'-4
1/2"
G-14
1OX25Z14
N
1/2"
G-15
1 OX35Z 14
rj
N
10X35Z12
32'-5
1/2"
G-17
10X25Z 14
32'-5
1/2"
CB
-1
5/8" DIA. ROD
35'-9"
CD
I
O
I
I
F981
F981
N
F481
F481
1
00
0 00
00
00
00 00
00
LL_Lei
�
0-)
C-)
LL_
d- -1-
lj_
o-)
N
F73
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.
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 76 Gcuce PBP, — Polar dVh'Ae
ISSUE DATE DESCRIPTION BY I CK'D DSN STAR BUILDING SYSTEMS
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR
O� A RobertsonCeco Company
PROJECT: LEVI ROSSER
MEMBER TABLE
FRAME LINE
A
MARK
PART
LENGTH
DJ -1
1 OF35C 14
15'-0"
DJ -2
1 OF35C 14
15'-0"
DJ -3
1 OF35C 14
15'-0"
DJ -4
1OF35C14
15-0"
JB -1
10F35C14
6'-1
1/4"
JB -2
1 OF35C 14
6'-1
1 /4"
JB -3
10F35C14
6'-1
1/4"
JB -4
10F35C14
6'-1
1/4"
DH
-1
1OF25C14
16'-0"
E-1
10ES1L14
29'-11
1/2"
E-3
10ES1 L14
29'-11
1/2"
E-4
IOES1L14
29'-11
1/2"
E-5
10ES 1 L14
29'-11
1 2"
G-9
1OX35Z12
32'-5
1 2"
G-10
10X25Z14
32'-51/21)
G-11
10X35Z14
13'-8"
G-12
10X25Z14
34'-11
1/2"
G-13
10X25Z14
4'-4
1/2"
G-14
1OX25Z14
34'-11
1/2"
G-15
1 OX35Z 14
13'-8"
G-16
10X35Z12
32'-5
1/2"
G-17
10X25Z 14
32'-5
1/2"
CB
-1
5/8" DIA. ROD
35'-9"
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
CUSTOMER: ROBBER ENTERPRISES INC OWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER
1/23/17 N.T.S. 1 a 15—B-65255
SHEET NUMBER ISSUE
E2 0
CONNECTION PLATES
FRAME LINE A
❑ ID MARK PART
1 SC584—L
2 SC584—R
Feb 05, 2017
0
i
CD co
N I�
N
0
co
I
5 120'-0" OUT—TO—OUT OF STEEL 1
� 3 2
30'-0" 30'-0" 30'-0" 30'-0"
1'-2„ 1,_2„
I -Ea
J24 F-1 J4 E-2 E-2 E-3
I I I I I
RF1-1 RF3-1 RF2-1 RF3-1 RF1-1
GIRT 2'-5 3/4", 2'-5 3/4"1 2'-5 3/4"1
LAPS 1
2'-5 3/4" 2'-5 3/4" 2'-5 3/4"
F1362—BL
F1361—BL
❑ C
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.
SIDEWP,LL FRAMING: FRAME LINE D
3
(Gutter with 3 downspouts)
HW4062. F1361—B
F1362—BR
F1362—BL
EXPANSION (F1364—B, F1363—B) F1361—BR
110
F73
SIDEWALL SHEETING &TRIM: FRAME LINE D
PANELS: 26 Gauge PBR —Polar White
SSUE DATE DESCRIPTION BY CK'D I DSN
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR d; STAR BUILDING SYSTEMS
A RobertsonCeca Company
MEMBER TABLE
FRAME LINE D
G-18
G-19
G-19
G-20
E-1
� G-19
G-20
1/2))
G-18 H2
G-19
29'-11
1/2"
E-3
10ES11-14
03
I I I I I
RF1-1 RF3-1 RF2-1 RF3-1 RF1-1
GIRT 2'-5 3/4", 2'-5 3/4"1 2'-5 3/4"1
LAPS 1
2'-5 3/4" 2'-5 3/4" 2'-5 3/4"
F1362—BL
F1361—BL
❑ C
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.
SIDEWP,LL FRAMING: FRAME LINE D
3
(Gutter with 3 downspouts)
HW4062. F1361—B
F1362—BR
F1362—BL
EXPANSION (F1364—B, F1363—B) F1361—BR
110
F73
SIDEWALL SHEETING &TRIM: FRAME LINE D
PANELS: 26 Gauge PBR —Polar White
SSUE DATE DESCRIPTION BY CK'D I DSN
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR d; STAR BUILDING SYSTEMS
A RobertsonCeca Company
MEMBER TABLE
FRAME LINE D
MARK
PART
LENGTH
E-1
10ES1 L14
29-11
1/2))
E-2
1 OES 1 L14
29'-11
1/2"
E-3
10ES11-14
29'-11
1/ 2"
G-18
1OX25Z13
32'-5
1
'I
G-19
10X25Z 14
34'-111
2"
G-20
10X25Z13
32'-5
1
2"
CB -2
5/8" DIA. ROD
36'-9"
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC OWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER
1/23/17 N.T.S. 1 a 15—B-65255
SHEET NUMBER ISSUE
E3 0
Feb 05, 2017
'z�r1"
12
0
0
I
CD co
I 1
N f-_
N
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.
60'-0" OUT—TO—OUT OF STEEL
20'-0" 20'-0" 20'-0"
RAI -1 'Al —1 12
�o
1 t
�}— D
%B34
v ' — G-5 G-8
00 ' r,-2
II
4�D16 C6
3❑ G-1
G-5
G-4
I I
EC -1 EC -1
ENDWALL FRAMING: FRAME LINE 1
G-7
i, II
II
c -s D16 op
4 Q Q Q
F1 672—B
F2379—L F1667 D F1667 F237g_R
F1667 L _ F16,67—R
F73
ENDWALL SHEETING &TRIM: FRAME LINE 1
PANELS: 26 Gauge PBR —Polar White
ISSUE DATE DESCRIPTION
0 1/23/17 FOR ERECTOR INSTALLATION
12
-STAR
BEARING FRAME ONLY! BOLT TABLE
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRAME LINE 1
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. LOCATION
WASHER NOT NEEDED ON CLIP SIDE. Columns Raf
STAR BUILDING SYSTEMS
Roe.,.=o, ego C,,,oan,
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
UAN TYPE DIA LENGTH
8 A325 112" 1 174—"
MEMBER TABLE
FRAME LINE 1
BUILDING ID
JOB NUMBER
SHEEP NUMBER
MARK
1
�r
LENGTH
E4
EC -1
r1
W10X12
22'-7
L
11 16
G-1
8X25Z12
18'-9
3/4 "
G-2
8X25Z14
18'-9
3/4"
G-3
8X25Z16
19-7
3/4"
G-4
8X35713
19'-4"
G-5
8X25Z14
19'-4"
G-6
8X25712
y
3/4"
G-7
8X25214
18'-9
3/4'
G-8
8X25Z16
19'-7
3/4"
t-
�-
C
O
_
I
O
y
r-
I
I
N
N
I
N
N
N
)
N
;�
N
N
N
�
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
NN
N
F73
ENDWALL SHEETING &TRIM: FRAME LINE 1
PANELS: 26 Gauge PBR —Polar White
ISSUE DATE DESCRIPTION
0 1/23/17 FOR ERECTOR INSTALLATION
12
-STAR
BEARING FRAME ONLY! BOLT TABLE
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRAME LINE 1
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. LOCATION
WASHER NOT NEEDED ON CLIP SIDE. Columns Raf
STAR BUILDING SYSTEMS
Roe.,.=o, ego C,,,oan,
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
UAN TYPE DIA LENGTH
8 A325 112" 1 174—"
MEMBER TABLE
FRAME LINE 1
BUILDING ID
JOB NUMBER
SHEEP NUMBER
MARK
1
PART
LENGTH
E4
EC -1
r1
W10X12
22'-7
11 16
G-1
8X25Z12
18'-9
3/4 "
G-2
8X25Z14
18'-9
3/4"
G-3
8X25Z16
19-7
3/4"
G-4
8X35713
19'-4"
G-5
8X25Z14
19'-4"
G-6
8X25712
18'-9
3/4"
G-7
8X25214
18'-9
3/4'
G-8
8X25Z16
19'-7
3/4"
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE
BUILDING ID
JOB NUMBER
SHEEP NUMBER
ISSUE
1
A
15-8-65255
E4
0
CONNECTION PLATES
FRAME
LINE 1
❑ ID I
MARK PART
1
Z16X
2
di
3
r1
4
SC -5
Feb 05, 2017
'z�—f1"
12
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.
60'-0" OUT—TO—OUT OF STEEL
T -—
C— 20' 0"
20'-0" 20'-0"
RAI —I 10 RAI —1
D � 834 G-8 7
I
EC -1
ENDWALL FRAMING: FRAME LINE 5
G-7
i I I
c -s HIT7bb
F2379—L
F1667 —
C~'
F1672—B
F166� �� = C
El 667
F2379—R
667—R
D El
F73
ENDWALL SHEETING & TRIM: FRAME LINE 5
PANELS: 26 Gauge PBR — Polar White
1 "
li:�
12
12
BEARING FRAME ONLY! BOLT TABLE
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALLFRAME LINE 5
LOCATION
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. Columns Raf
WASHER NOT NEEDED ON CLIP SIDE. F
ISSUE DATE DESCRIPTION BY CK'D I DSN e STAR BUILDING SYSTEMS
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR
pp A RobertsonCeco Company
PROJECT: LEVI ROSSER
UAN TYPE DIA LENGTH
8 A325 1/2" 1174
MEMBER TABLE
FRAME
LINE 5
MARK
PART
LENGTH
EC -1
G-1
G-2
G-3
G-4
W 10X 12
8X25Z12
8X25Z14
8X25Z16
8X35Z13
22'-7
18'-9
18'-9
19'-7
19'-4"
11 16
3 4"
3/4"
3/4"
G-5
G-6
G-7
G-8
8X25214
8X25212
8X25Z14
8X25Z16
19'-4"
18'-9
18'-9
19'-7
3/4"
3/4"
3/4"
CONNECTION PLATES
FRAM E LINE 5
❑ ID
I MARK
PART
1
Z 1 BX
2
d1
3
rl
4
SC -5
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
CUSTOMER: ROBBER ENTERPRISES INC (OWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER
1/23/17 N.T.S. 1 a 15—B-65255
SHEET NUMBER ISSUE
E5 0
Feb 05, 2017
SPLICE PLATE & BOLT TABLE
Mark
Qty
Web Plate
Mark
Top Bot Int Type Dia Length
Width Thick Length
SP -1
4 4 0 A325 3/4" 2 1/4"
6" 5/8" 2'-4"
SP -2
4 4 0 A325 3/4" 2"
6" 1/2" 1'-7 7/8"
BASE PLATE TABLE
Col Plate Size
Mark Width Thick Length
BP -1 6" 3/8" 9 1/2"
OFLANGE BRACES: BOTH SIDES(UNLESS NOTED)
FBxxA(1): xx=length(in)
A — L2X2X 14G
0
I
,Z:�1"
12
3"
26 Gauge PBR, Galwalume
—1
10 1/4'' B
FB6-2
0�
291-7 1 4„
6@4'-9916„
W/SC1
FB6-1
7
FB31.8A 1 }
�r
F675—B
7 7
i1,-41' 11_'-4f'
FB31.8A 1 FB31.BA(1)"�
o o
B/SC 1
F
61
MEMBER TABLE
Mark
Web Depth
Web Plate
Outside Flange
Inside Flange
Start End
Thick
Length
0 1/23/17
W x Thk x Len th
W x Thk x Len th
RF1-1
9.0/23.0
0.156
231.3
6 x 1/4" x 120.0
6 x 1/4",X120.2
23.0/23.0
0.185
24.5
6 x 5/16" x 133.9
6 x 5/16 x 111.5
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004".
6x5/16 x33.6
RF1-2
21.0/13.0
0.185
87.6
6 x 1/4 if x 205.9
6 x 5/16" x 88.0
13.0/13.0
0.134
120.0
6 x 5/16" x 120.0
6 x 1/4" x 238.9
13-0/13.0
0.156
120.0
6 @ 4 _9 9/16„
W/sc I
6-1 FB31.8
A 1) FB32A 1)
FB6-3
3"
1 I__5_
Q
Lq
N
m
Li
0 1/4 31
1"t�_,_,,
12
0
I
Co
I
Feb 05, 2017
FRAME CROSS SECTION:
ISSUE DATE
FRAME EINE 1 5
DESCRIPTION
BY CK'D DSN
GENERAL NOTES:
1, ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 112" DIAMETER ARE
"SP
"SPECIFICATION
0 1/23/17
FOR ERECTOR INSTAL CATION
PNR PNR SSR
A
STAR
BUILDING SYSTEMS
86 —
00 SOUTH 135 SERVICE ROAD
SPECiFIED SUPERLOK PRETENSIONED JOINTS IN ACCORDANCE WITH THE FOR
� :
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004".
A RobertsonCeco Company
OKLAHOMA CITY, OK 73149
PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF
(800)-879-7828
TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT
TENSION INDICATOR SUPERLOK ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING
OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE—TENSIONED JOINTS
PROJECT:
LEVI ROSSER
(SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN—OF—NUT METHOD
IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL.
CUSTOMER:
ROBBER ENTERPRISES INC
OWNER:
JASBIR KULLAR
LOCATION:
GRIDLEY, CA
95948-9447
US
2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS.
CAD
DATE
SCALE
PHASE BUILDING ID
JOB. NUMBER SHEET NUMBER ISSUE
3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER SUPERLOK SHOWN
1/23/17
N.T.S.
1 A
15-8-65255 E6 0
Feb 05, 2017
SPLICE
PLATE &
BOLT
TABLE
CK'D
Plate Size
U- Ir k
Mark
Thick Length
Qty
Top
Bot
Int Type
Dia Length
Width Thick
Length
SP -1
x
x
4
4
0 A325
3/4" 2 1/4"
6" 5/8"
2'-4"
SP -2
4
4
0 A325
3/4" 2„
6„ 1/2
1-7, 7/8"
P-3
4
4
0 A325
3/4 2 1/4
„
8 5/8
2'- 4
BASE PLATE
TABLE
Web Depth
Col
CK'D
Plate Size
U- Ir k
Width
Thick Length
BP -1
6„
3/8" 9 1/2"
BP -2
8"
3/8„ 10"
OFLANGE BRACES: BOTH SIDES(UNLESS NOTED)
FBxxA(1): xx=length(in)
A - L2X2X14G
0
I
101
O I
I i--
N
N
►,r► inrn 7A nl r
IVILIVIULI\
Mark
Ir%ULL
Web Depth
Web Plate
CK'D
Outside Flange
W x Thk x Len th
Inside Flange
W xThk x Length
Start End
Thick
Length
RF2-1
SSR
9.0/16.3
16.3/23.0
0.156
0.185
1210
111.2
6
6
x
x
1/4"x
5/16,,
120.0
x 133.8
6
6
x
x
1 4",,x
5/16"
120.2
x 111.4
23.0/23.0
0.185
24.5
6
x
5/16
x 33.6
RF2-2
21.0/13.0
0.185
87.6
6
x
1/4 11
x 205.9
6
x
5/16"
x 88.0
13.0/13.0
0.134
120.0
6
x
5/16"
x 120.0
6
x
1/4" x
238.9
RF2-3
13.0/13.0
13.0/13.0
0.156
0.156
120.0
120.0
6
x
5/16"
x 120.0
6
x
1/4" x
238.9
13.0/13.0
0.134
120.0
6
x
1/4"
x 120.0
6
x
5/16'
x 87.9
13.0/21.0
0.185
87.5
6
x
3/8
x 85.7
RF2-4
23.0/23.0
0.185
24.5
8
x
3/8"
x 33.7
8
x
1/2 x
111.5
23.0/16.3
0.185
111.3
8
x
3/8"
x 24.0
8
x
3/8" x
120.2
16.3 9.0
0.156
12x.0
8x38"x229.8
F675 -B
2g'_7 1 4" 29'-7 1 4„ 3„
26 Gauge PBR, St
Galvalume 1'-4" 1'-
6@ 4)_9 g 16„ 6@ 4- 9 9 16 „
,Zf i
12 FB31,8A 1 FB31.BA 1 0
1 FB31.8A 1) �) �--- FB31.8A 1) FB31.8A 1
1.8A 1� FB31.8A � � � ) FB31.8A 1) FB
_2 FB32A 1) FB3 ` , r _ 32A 1) FB6-3
FB6 iN�7
r
U3 NTI N11 U3
j
RF2-2 u2 � RF2-3
Ln
N
M
I
im
GENERAL NOTES:
1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 1/2" DIAMETER ARE
SPECIFIED SUPERLOK PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004".
PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN -OF -NUT METHOD OF
TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT
TENSION INDICATOR SUPERLOK ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING
OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE -TENSIONED JOINTS
(SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN -OF -NUT METHOD
IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL.
2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS.
3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER SUPERLOK SHOWN
i
n
U;
I
U_
>z
00 W
U
� z
cID
Q
w
C)-) J
U
1'-11 9/16"
2'- 4"
2 Bolts Unless Noted
on Erection Drawings
Purlin / Girt Clip,
Shop Welded
-- -- --- ----- ---
- ---- ----------------- - - - - - -
IC I
I I
il�
I
��
� I
Flange Brace Clip SC , dee hoc
Shop Welded X61
' All Bolts are 1/2" x 1 1/4"
A325 Without Washers
FB6 Flange Brace Detail
w
U
z
Q0 Q
W
N J
N U
54'-4
CLEARANCE +/-
60'-0" OUT -TO -OUT OF STEEL
FRAME CROSS SECTION FRAME LINE 3
ISSUE
DATE
DESCRIPTION
BY I
CK'D
DSN
0
1/23/17
FOR ERECTOR INSTALLATION
PNR
PN
SSR
PROJECT: LEVI ROSSER
00 w
U
� z
I ¢
w
I
q
d-'
l
N
t
R2
i0l
1'-11 7 8"
10 1/4"
STAR BUILDING SYSTEMS
A RobertsonCeco Company
12
0
I
Q0
I
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
CUSTOMER: ROBBER ENTERPRISES INC OWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSUE
1/23/17 N.T.S. 1 a 15-B-65255 E7 0
Feb 05, 2017
SPLICE PLATE & BOLT TABLE
Qty
Mark Top Bot Int Type Dia Length Width Thick Length
SP -1 4 4 0 A325 3/4" 2 1/4" 6" 5/8" 2'-4"
SP -2 4 4 0 A325 3/4" 2" 6" 1/2" 1'-7 7/8"
BASE PLATE TABLE
Col Plate Size
Mark Width Thick Length
RP -1 6" 3/8" 9 1 /2"
FLANGE BRACES: BOTH SIDES(UNLESS NOTED)
FBxxA(1): xx-length(in)
A — L2X2X14G
O
I
101
„
„
29'--7 1 4
26 Gauge PBR, Galwalume
6@4,-9916„
F675—B
111-4 1 1-41'
31.8A 1 FB31.8A 1 �
FB31.8A 1) FB �) FB31.8A 1
FB31.8A 1)
FB31.8A(1)
MEMBER TABLE
Mark
Web Depth
Web Plate
Outside Flange
W x Thk x Length
Inside Flange
W x Thk x Length
Start End
Thick
Length
RF3-1
RF3-2
9.0/23.0
23.0/23.0
21.0/13.0
13.0/13.0
13.0/13.0
0.156
0.185
0.185
0.134
0.156
231.3
24.5
87.6
120.0
120.0
6 x 1/4" x 120.0
6 x 5/16" x 133.9
6x5/16"x33.6
6 x 1/4" x 205.9
6 x 5/16" x 120.0
6 x 1/4" x 120.2
6 x 5/16" x 111.5
6 x 5/16" x 88.0
6 x 1/4" x 238.9
29'-7 J 4" 3„
6@ 4g 9/16„
FP71 QA/l\
`` B —1 L"-,— I
1 I1'-11 9/16" 54'-4 3/8 1'-11 q 16"
GENERAL NOTES:
1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 112" DIAMETER ARE
SPECIFIED SUPERLOK PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004".
PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF
TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT
TENSION INDICATOR SUPERLOK ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING
OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE—TENSIONED JOINTS
(SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN—OF—NUT METHOD
IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL.
2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS.
3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER SUPERLOK SHOWN
CLEARANCE +/-
60'-0" OUT—TO—OUT OF STEEL
FRAME CROSS SECTION: FRAME LINE 2 4
ISSUE DATE DESCRIPTION
0 1/23/17 FOR ERECTOR INSTALLATION
BY CK'D DSN
PNR PNR SSR
PROJECT: LEVI ROSSER
STAR BUILDING SYSTEMS
A eose,i=once:o Company
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
10 1/4"
12
O
I
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE
BUILDING ID
JOB NUMBER
SHEET NUMBER
ISSUE
1
n
15—B-65255
E8
0
Feb 05, 2017
Steel Line (1) #113
1/4
(2) 1/2 3) x 1 1/4
A325 Bolts
------- - -----------------
Co� o
RA --/
Rake Angle
Rigid Frame Rafter
1/2 71 x 1 1/4 )) A325 Bolts
(Typ.) (U.N.)
0
Purlin
Flange Brace
As Required
A � O ROOF PURLIN TO ENDWALL RIGID FRAME
SIDEWALL
GIRT
SC5 -"- CLIP
Sheeting r1
Clip
1/2" x 1 1/4" A325 Bolts
(Typ.) (U.N.)
RIGID
FRAME
COLUMN
ENDWALL
GIRT
D 16 CORNER COLUMN TO WALL GIRT
(2) I/ Y, 1 1 /4"
A325 M. Boli
Purlin
' Purlin, Clip -
2„ 2» 3116' Plate
S/16" 3
Cold Formed Rafter
Section A
Anti—Rol
3116 PIC
Rafter
Ii1
of Rafter
O OPurlin Clip
3/16" Plate
Anti—Roll Clip
316 Plate
3 16" 3
3/16 3
Main Frame Rafter
Section A
E
PURLIN ANTI—ROLL CLIP
n -u-4
-0
EN G'dVAL L
(6) 1/2 11 x 1 1/4 11 A325 Bolts
(Typ.) (U.N.)
RIGID FRAME
RAFTER —
CONNECTION
PLATE--
ENDWALL
COLUMN
UB34ENDWALL RAFTER TO COLUMN
C7 EW GIRT TO RIGID FRAME COLUMN �� -0
E3
ENDWALL COLUMN
BASEPLATE
PLAN ELEVATION
BASE PLATE FOR ENDWALL COLUMN
F_NIF) \A/A i I gni I IKANI
1 I V V V Y/ \ L_ L \J I I \ 1 .J
1/2 1) 0 x 1 1/4" A325 BOLTS
D
ENDWALL COLUMN TO WALL GIRT
n_or Jamb
Plan
E
BASE PLATE FOR DOOR JAMB
ISSUE
DATE
DESCRIPTION
BY
CK'D
DSN
Am STAR Dl�ILDING SYSTEMS 8800 SOUTH I-35 SERVICE ROAD
'
A RobertsonCeco Company OKLAHOMA CITY, OK 73149
(800)-879-7828
Feb 05, 2017
0
1/23/17
FOR ERECTOR INSTALLATION
PNR
PNR
SSR
PROJECT: LN ROSSER
�OFESSrp�,
CUSTOMER: ROSSER ENTERPRISES INC
OWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
C06157ITI
CAD
DATE
1/23/17
SCALE
N.T.S.
PHASE
1
BUILDING ID
A
JOB NUMBER
15—B-65255
SHEET NUMBER
DET1
ISSUE
0
_ �@
�OF CA11F���
Eave Strut
Roof Purlin
Flange Brace Clip
EAVE
STRUT
RF Column
Flange Brace
(As Required)
0
Additional
0
Flange Brace
(As Required)
Eave Strut
C)
v
SC18
Sci a
Additional
-4-4-
Flange Brace
0
(As Required)
>
ange race
0
0Rigid
—1 /2"0 x 1 1 4
Frame
A,325 BOLTS
RF Rafter
C 0 L U M N
Column
Rigid Frame
Wall Girt
1/2 0
x 1 1/4"
Column
Flange Brace Clip
--------- -----------------------
A325
BOLTS
1/2" x 1 1/4" A325 Bolts
1/2 x 1 1/4 A325 Bolts
1/2 x 1 1/4 A325 Bolts
(Typ.) (U.N.)
(Typ.) (U.N.)
SECTION
ELEVATION
(Typ.) (U.N.)
G2 ROOF PURLIN
TO INTERIOR
FRAME RAFTER
2 WALL GIRT TO
RIGID FRAME
COLUMN
E A VE STRUT TO
J4
RIDD FRAME
J24 FAVE STRUT TO
RIGID FRAME
Door Jamb
Wall Girt
Door Header
Door Jamb
*Column WF or
Wall Girt
ROD
Cee
Bracing Pad
(If Req'd)
Welded Clip
Hillside
Washer
E!)
Welded Clip
Door Jamb
Wall Girt
Welded Clip
Nut
Opening
Similar connection
Width
o
for Rafter.
Door Jamb
Flat
1/2" x 1 1 /4" A325 Bolts
1/2 x 1 1/4 A325 Bolts
1/2 x 1 1/4 A325 Bolts
Insert Rod Through Slot in Web.
Washer
(Typ.) (U.N.)
(Typ.) (U.N.)
(Typ.) (U.N.)
Then Assemble Hillside Washer,
Flat Washer, and Nut.
WALL GIRT TO
DOOR
JAMB
DOOR JAMB TO
WALL GIRT
M j DOOR HEADER
TO DOOR JAMB
0 DIAGONAL ROD
ISSUE
DATE
DESCRIPTION BY CKD DSN
STAR BUILDING
SYSTEMS 8600 SOUTH 1-35
SERVICE ROAD
0
1/23/17 FOR ERECTOR INSTALLATION
PNR PNR SSR
A RobertsonCeco
Company OKLAHOMA CITY, OK 73149
(800)-879-7828
Feb 05, 2017
PROJECT: LEVI ROSSER
CUSTOMER: ROSSER ENTERPRISES INC
TOWNER: JASBIR KULLAR
/ . �e 4
LOCATION: GRIDLEY, CA
95948-9447 US
061574
CAD DATE
SCALE PHASE
BUILDING ID JOB NUMBER
SHEET NUMBER ISSUE
CIVIL
1/23/17
N.T.S. 1
A 15—B-65255
D ET2 0
cir C
Rigid Frame Column
() = Refer To Anchor Bolt
Plan
R2 ANCHOR BOLTS AT SIDEWALL COLUMNS
Gutter
C_
Trim Profile
(Between Eave Closure See Sheeting
> 1:12
and Roof Panel) Lay ut
F312
Fastener #4
Classic
4-14 x J" LL
Fastener #3
SD W/Washer
12-14 x 14" LL
=
SD W/Washer
Q
at 5-7-5 O.C.
J-14 x J" LL
PBR Roof Panel
SD W/Washer
a�
un
c
0
J-14 x J" LL
-14 x
IJ
O
d
o
C
�
N
Z
o
N
Finished Floor
F321
Field
Splice
Lr
a
o /
Cn
r`
a� F320 = 10'_6"
F313 = 14'-6"
O
4"
Downspout
Field Splice
#14
1/8 x 3/16"
Pop Rivet
A field splice is required for eave heights
greater than 16'-0".
Cut a 10'-6" or 14'-6" length of downspout.
Always measure the required length starting
at the swaged end. After cutting to length,
insert the swaged end of the cut downspout
into the top of the lower downspout. Secure
with pop rivets.
4" x 5" Roll Form Downspout
TRIM 96
PBR Wall Panel
Formed Base Trim
F73
F73 Formed Base Tri
7A
1 /4" SD W/Washer
C.
to Fastener
Minimum
D.C. Maximum
y Metal Building Mfr.)
Without Panel Recess
TRIM -39
Back Gutter
(Shape May Vary)
Bend
1 Tab 3
M m View
Cn
2 Tab
Front J DS Width t p o
View Field Bevel Cut
Top of Downspout
Downspout
V
DS Depth
DownSDOUt To Gutter Attachment Detail
Refer to the building erection drawings for the location and spacing of the
downspouts.
2. Locate all downspouts over a major panel rib if possable.
3. Make a cardboard template of the downspout shape . Place the template on
the bottom of the gutter and trace the outline. Remove the template and draw
a line from corner to corner, forming an "X" pattern.
4. Drill a whole at the center of the "X". Using tin snips, cut along the lines
of the X only. Do not cut along the outside lines of the downspout square.
5. Bend each triangular tab down toward the ground, 90 Degrees to the bottom
of the gutter.
6. Position the top of the downspout under the gutter. Make sure all four
gutter tabs are on the inside of the downspout.
7. Install Fastener #14 through the downspout into the gutter tab. Only the
two sides and the front of the downspout will receive fasteners.
SSUE DATE
0 1/23/17
TRIM 98
PBR Panel
Fastener #4A
1/4"-14 x 7/8"
SD W/Washer
at 1'-8 O.C.
Field remove bearing
leg as required
Corner Trim
F830 or F862
�vPanelV Rib
Note:
Standard panel location for Start and End
panels is � panel rib at steel line. Refer
to erection Drawings for panel location
and Corner Trim piece mark.
Outside Corner Trim — PBR Wall Panel
TRIM_186
Downspout Kickout
4" x 5" Roll—Form
Downspout Strap
F797
TRIM 123
Downspout
F320 OR F�
Downspout Sti
F797
Fastener
ME
Downspout Strap Attachment Detail
4" x 5" Roll—Form
Die -Formed Metal Eave Closure
PBR Wall & Roof Panel - Northern Gutter
Stitch Screw
TRIM -81
GPR02016
ate Feb'15 R05
at Both Sides
„ Tape Sealer HW507 of High Rib
1 Extend to Point
Beyond Eave Strut
End View Gutter Strap
DETAIL "A"
Eave Panel Side Lap
* Piece Mark
Trim Profile Northern
Cascading F1361
Classic F391
Contoured F2061
Signature F394
Tube Sealant HW54_
Trim Profile
(Between Eave Closure See Sheeting
> 1:12
and Roof Panel) Lay ut
F312
Fastener #4
Classic
4-14 x J" LL
Fastener #3
SD W/Washer
12-14 x 14" LL
at V-0 O.C.
SD W/Washer
Eave Strut (2) Fastener #4
at 5-7-5 O.C.
J-14 x J" LL
PBR Roof Panel
SD W/Washer
at Both Sides of High Rib
(1) Fastener #4
Fastener #4A
J-14 x J" LL
-14 x
SD W/Washer
SD W/Washer
* * Piece Mark
Trim Profile
<= 1:12
> 1:12
Cascading
F312
F550
Classic
F312
F550
Contoured
F2111
F550
Signature
F312
F550
Each Side Lap
*Gutter) 7A
Fastener #1
(See Erection Dwgs FasteFaste x #1
For Piece Mark) her
1411
**Gutter Support at SD W/WasW/Was O.C.
(See Erection Dwgs Eave Strut
For Piece Mark
Flashing profile may vary
and Spacing) PBR Wall Panel
Eave Closure E
dependent upon project order. Metal Metal
Attachment as illustrated are SECTION AT EAVE W/ NORTHERN GUTTER
applicable for all profiles
DESCRIPTION BY CK'D DSN
FOR ERECTOR INSTALLATION PNR PNR SSR e. STAR BUILDING SYST€MS 8600 SOUTH I-35 SERVICE ROAD
A RobertsonCeco Company OKLAHOMA CITY, OK 73149
(800)-879-7828
PROJECT: LEVI ROSSER
CUSTOMER: ROSSER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
OWNER: JASBIR KULLAR
PHASE
BUILDING ID
JOB NUMBER
SHEET NUMBER
ISSUE
i
a
15—B-65255
DET3
0
Feb 05, 2017
Field Notch top flanges
(Note; Notch out hem leg at Northern gutters)
T2) 1/4" bead runs -J
of Tube Sealant
Eave Gutter
(Profile varies, Northern F1361 Shown)
(10)Fastener #14 (11 )Fastener #14
required at lap required at lap
Standard Northern
F1308 F1361
Fastener #14
1/0 " 0 x 3/16"
2 O.C. max.
(For placement see details below)
1" max. 2,° o.c. max.
Typical Spacing
Eave
Gutter
End Lap
Installation
Cascadinq
Standard
and Northern
Gutter — PBR Roof
Fastener #4-
1/4"-14 x 7/8"
LL SD W/Washer
at 1'-0 O.C.
Tape Sealer HW506 -
Rake Trim.
Northern F1667 (shown)
Northern Large F1755
See Below
Rake Trim Outside Foam
Closure up to
4:12 roof slope
Fastener #4A
1/4"-14 x 7/8'
TRIM -503
Fastener #17A
12-14 x 1-1/4" SD W/Washer
(1) Per Conn. At Each Purlin
Roof Panel
Fastener #17A
12-14 x 1-1/4"
SD W/Washer
RA1e Angle
Rake Slide
Trim F215
Rnl„o Trim
Outside Foam
Closure up to
4:12 roof slope
SD W/Washer Fastener #4A
at 1'-0 O.C. Standard 1/4"-14 x 7/8” Alternate
For roof runs of SD W/Washer For roof runs
100' or less at 1'-0 O.C. greater than 100'
Note: For some special conditions the outside rib of the finish panel may fall
short of the rake trim. Use the rake extension trim for this condition. Field
cut the rake trim and rake extension trim if required.
Rake Detail — PBR Roof
Cascadinq Northern and Northern Large Rake Trim — Sheeted Wall TRIM -544
Tape Sealer
HW506
Mitered Rake Trim
Northern
F1 667L (Shown)
F1 667R (Opposite)
Northern Large
F1755L (Shown)
F1755R (Opposite)
Field Notch Iii
8��
Fastener #4
1/4"-14 x 7/8" LL
SD W/Washer
3" O.C. max,
(6 req'd, Trim Color)
Rake End Cap
F2379L (Shown)
F2379R (Opposite)
(3) Fastener #4
1/4"-14 x 7/8"
(Rake to Peak Box)
Tape Sealer HW506
* Peak Box —
(See Erection Dwgs
for Piece Marks)
Fastener #4A -
1/4"-14 x 7/8 SD W/Washer
at eachP anel rib
W
ffl
1 Min.
Fastener #4
1/4"-14 x 7/8" LL SD W/Washer
at 1'-0 O.C.
Roof Panel
-\-Rake Angle
Fastener #17A
12-14 x 1-1/4" SD W/Washer
Outside Panel Closure
up to 4:12 RS
Piece Mark
\• Wall Panel
1.) Apply Tube Sealant to End Cap bottom and side tabs.
Install
�td
q
Field Cut flush
Cap
Cap 8-1/4" in from end of Gutter. Inspect after installing
and seal
F1585
F1672
F1760
any gaps with Tube Sealant.
with
or Trim
Face of Panel
Fastener
#14
Northern
2.) Attach Eave Gutter to Roof Panel to ating end 1-1 /4"
Mitered
Northern
Eave Gutter
Fastener
1/8"0 x
#14
3/16
1/8"0 x
3/16"F1361
F13fi2R
(Shown)
R
(Shown)
2 O.C.
max.
2" O.C.
max.
F1 362L
(Opposite)
F1361 L
(Opposite)
(7) at Northern
(11) at
Northern
Northern
Larae
Northern Large
(12) at
Northern Large
(18) at
Northern Large
F1409R
(Shown)
F1408R
(Shown)
Column
Low Eave
Rake Corner with Eave Gutter
F1409L
(Opposite}
F1408L
(Opposite)
Field Notch lips
Gutter
(3) Fastener #4
1/4"-14 x 7/8"
(Rake to Peak Box)
Tape Sealer HW506
* Peak Box —
(See Erection Dwgs
for Piece Marks)
Fastener #4A -
1/4"-14 x 7/8 SD W/Washer
at eachP anel rib
W
ffl
1 Min.
Fastener #4
1/4"-14 x 7/8" LL SD W/Washer
at 1'-0 O.C.
Roof Panel
-\-Rake Angle
Fastener #17A
12-14 x 1-1/4" SD W/Washer
Outside Panel Closure
up to 4:12 RS
Piece Mark
\• Wall Panel
1.) Apply Tube Sealant to End Cap bottom and side tabs.
Install
�td
q
End
Cap
Cap 8-1/4" in from end of Gutter. Inspect after installing
and seal
F1585
F1672
F1760
any gaps with Tube Sealant.
F160
F4153
F381
F1024
Contoured
2.) Attach Eave Gutter to Roof Panel to ating end 1-1 /4"
past face
F2372
F2460
Si nature
F916
F3853
1-1 4"
of Panel or Trim. (See Gutter Placement)
Downspout Strap
_
(F797, F81
3.) Align edges of Eave Gutter and Rake Trim and attach
Rake
Steel
Face of Panel
Trim as shown. Apply Tube Sealant along edges to seal.
Line
Masonry Wall Attachment
or Trim
4.) See Eave and Rake Construction Details included with Erection
(2) each side F81
Fastener #55
Drawings for attachment of Eave Gutter and Rake Trim to
Roof
Gutter
Placement
and Walls.
Column
Low Eave
Rake Corner with Eave Gutter
Cascading
Northern and Northern Large — PBR Roof TRIM -505
(3) Fastener #4
1/4"-14 x 7/8"
(Rake to Peak Box)
Tape Sealer HW506
* Peak Box —
(See Erection Dwgs
for Piece Marks)
Fastener #4A -
1/4"-14 x 7/8 SD W/Washer
at eachP anel rib
W
ffl
1 Min.
Fastener #4
1/4"-14 x 7/8" LL SD W/Washer
at 1'-0 O.C.
Roof Panel
-\-Rake Angle
Fastener #17A
12-14 x 1-1/4" SD W/Washer
Outside Panel Closure
up to 4:12 RS
Flashing profile may vary dependent upon project order.
Attachment as illustrated are applicable for all profiles.
Peak Box Detail — PBR Roof
Wall Stitch Screw
(1) per F797
(2) per F81, F903, F1829
Downspout Strap�,
Piece Mark
\• Wall Panel
Trim
Profile
Std
�td
q
Northern
Nol ern
Cascadinq-F1519
FOR ERECTOR INSTALLATION
F1585
F1672
F1760
Classic
F160
F4153
F381
F1024
Contoured
F2219
F2285
F2372
F2460
Si nature
F916
F3853
F236
F1018
Flashing profile may vary dependent upon project order.
Attachment as illustrated are applicable for all profiles.
Peak Box Detail — PBR Roof
Wall Stitch Screw
(1) per F797
(2) per F81, F903, F1829
Downspout Strap�,
DATE
\• Wall Panel
(F797, F81
BY
CK'D
(Varies)
F1829, F903)
1/23/17
FOR ERECTOR INSTALLATION
Fastener #14
Downspout
1/8"0 x 3/16"
Wall Panel Attachment
(1 ) each side F797
(2) each side F81
Not provided by Metal
F903 F1829
Building Manufacturer
a
.d .. .•a a a,
- .,d
.. a <
,
e • _. a p.
�d
Downspout Strap
_
(F797, F81
Masonry
F1829, F903)
Fastener #14
1/8"0 x 3/16"
Masonry Wall Attachment
(1) each side F797
(2) each side F81
Fastener #55
F903, F1829
12-24 x 1-1/4" DP5
Main Frame
-�
Column
Downspout Strap
(F797) F81
F1829, F903) T
Fastener #14
1/8"0 x 3/16,,
(1) each side F797 Column Attachment
(2) each side F81
F903, F1829
Downspout Strap Attachment to Wall TRIM 511
F_�ve StI
SECTION
Conne(
hor Jc
1/2 1) x 1 1 /4" A325 Bolts (typ)
CD DOOR
JAMB TO EAVE STRUT
ELEVATION
Top Flange Top Flange O O
Top Bolts - See Rigid Frame Top Bolts - See Rigid Frame
Drawings For Size Drawings For Size
Web Web
Intermediate Bolts Intermediate Bolts
O (As Required) O O (As Required)
See Rigid Frame Drawings For Size See Rigid Frame Drawings For Size
0 0 0 0
Bottom Bolts - See Rigid Frame Bottom Bolts - See Rigid Frame
Bottom Flange Drawings For Size Bottom Flange o o Drawings For Size
o � 00 Oo
\\-Extension Beyond Flange Is
Optional, At Top & Bottom.
U2 BOLTS FOR RIGID FRAME RAFTER
TRIM 547 AT BUILDING PEAK
ISSUE
DATE
DESCRIPTION
NUMBER
BY
CK'D
DSN
0
1/23/17
FOR ERECTOR INSTALLATION
PNR
PNR
SSR
U 3 BOLTS FOR RIGID FRAME RAFTER
TO COLUMN CONNECTION
STAR BUILDING SYSTEMS
A kobert:.onreca Company
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
8600 SOUTH I-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE
BUILDING ID
JOB NUMBERSHEEP
NUMBER
ISSUE
1
a
15—B-65255
DET4
0
Feb 05, 2017
7" 5" 7" 5" 7" 12" 12" 12"
A
2 1/2' 12" 12„ B "PBA"/"AVP" Panel
"PBR" Panel
12"
"PBR" Panel
Bearing Leg
Member Screw
12-14 x 1 1/4"SD
12" O.C. at Each Member „
PBU Panel
—Extended Leg
"PBU" Panel
Bearing Leg
anel Stitch Screw
4� —Stitch Screw 1/4-14 x 7/8"
1/4-14 x 7/8" _ Sheeting Direction SD, at 20" O.C.
_ Sheeting Direction SD, at 20" O.C. Sheeting Direction
0 = At Base, Rake, Eave, and
12"
"RVPBR" Panel
Fastener #4
1/4-14 x 7/8" LL SD
W/ Washer at 6" O.C.
12"
Fastener#4
1/4-14 x 7/8" LL SD
W/ Washer (16) Required
2 Runs 1/4" Bead
Tube Sealant
F675
1/2
2" Lap
Section A
Mid Span End Laps
IBMA
12" 12" 12"
�B = At Intermediate Member, B
A B >>
and at Optional Liner Panel RVPBU1? Panel
Fastener Location for Panel At Wa
PBR Panel
Expansion Ridge
GPR06001
DATE
Oct. '14 REV. 01
Expansion Ridge Flashing
F675
Fastener #4
1/4-14 x 7 8" LL SD
W/ Washer (8 Per Side
Standard Grade
Description
FastenerNumber
Application
1/4"— 14 x 7/8"
4A
Stitch & Trim Screw
12-14 x 1 1/4"
17A
Member Screw
12-14 x 1 1/2"
17B
Member Screw
12-14 x 2"
28
Member Screw
Long Life
Description
Fastene
Number
Application
1/4 14
x 7/8"
4
Stitch &
Trim Screw
12-14 x
1 1/4"
3
Member
Screw
12-14 x
1 1/2"
3A
Member
Screw
12-14 x
2"
58
Member
Screw
d—
Sh(
VGIUII fn
All Roof Members Except As Noted Below
12" 12 12"
12"
2 1/2" 7" 5" 7" 5" 7"
Stitch Screw
1/4-14 x 7/8"
At 20" O.C.
Detail "A"
Member Screl^lo
12-14 x 1
at 5", 7") 5
Two Continuous Layers
21 X211 HW507 Tape Sea
Roc
Par
Sheeting Direction Detail "A"
At Eave Strut, Panel End Lap, and Peak Purlin Section Thru Panel End Laps
fastener Location for "PBR" Roof Panel
TRIM -1
74
AHI ire
Formed Base Trim PW02010
uAIt PBR Panel
Details nt� I��.
Set) 10 QO
Tape Sea
Note:
Building Slab
Standard
details call for
1 1/4"
fasteners as
member
screws by
default.
Member
screws may be
1 1/4 1 1/2 or 2"
depending on insulation
application, or
customer request.
Self—Drilling Screw Application
SCRW1
ISSUE DATE DESCRIPTION
0 1/23/17 FOR ERECTOR INSTALLATION
Out to out of concrete <1
F73 F73 F_'7 F73
o
Building Slab
U "
w A"
Formed Base Trim x 20'-0" (Typical)
o
F73, square cut at both ends Im
A" o
o
Edge of slab
o
\`L
F73 Note:
Opening F73 Field cope
o
Note: "A.. r,, Bottom leg
1. Use of sheetingg notch in At inside
Corners
Concrete is not recommended.
2. Attachment of trim to
Concrete is by others.
3. Formed base trim is provided in
F73
ti�y>>,
20'-0" lengths (std.), field �\<11
cut as req d. .�� out to out of
Out to out of concrete Concrete
Formed Base Trim Typical Layout
5/8'. 1. 1/4 Dia. Anchor (min.)
at 36" O.C. (min.)
HW1112
not by Bldg Mfr.
M '`
Fin. Flr.
N
9 Fastener #14A
,: F
1/8" x 3/8"
`D
Concrete
(2) Required
17/8- F73
F73
Section "A" - Formed Base Trim Typical Outside Corner Application
BY CK'o oSN �o STAR BUILDING SYSTEMS
PNR PNR SSR
OO A RobertsonCeco Company
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
Expansion Ridge
Tape Sealer
H W506
Fastener #3
12-14 x 14" LL
SD W/Washer 3
Per Closure
„
7 _t
2"
PBR
Roof Panel
Fastener #4
1/4-14 x 7" LL
SD W/Washer at
6" O.C.
F6752 It
Sym.
I
I
I
Back—Up Plate
HW2998
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE BUILDING ID
1 A
JOB NUMBER
15—B-65255
Roof Pane
TRIM -175
Page
GPR06002
Date Rev.
Nov'141 02
Outside Metal Closure
HW4041 or HW4040
Back—Up Plate
HW2998
Expansion Ridge Flashing
F675
SHEET NUMBER ISSUE
DETS o
PBR
Roof Panel
Peak Purlin
Feb 05, 2017
T
I
10'-0" 10'-0"
Note:
Bend end skirt gutter assembly
to follow exact roof slope.
Sealant
)7
This detail is for your convenience only. Ridge vents are not covered under weather
tightness warranties. The building manufacturer does not recommend the use of
a ridge ventilator on roof systems over 200' in width or with a roof slope less than
1:12 or greater than 6:12.
Ridge Vent Installation DRAWING NO.
PBR Panel GPR12012
Vent
Die Formed
Ridge Cap
F52
(5:12 Max)
End Skirt Gutter
r*Not by Bldg. Mfr.
Die Formed
Ridge �'��
F52 (�
PBR
Roof Panel
Outside Closure HW456
with Tape Sealant
top and bottom
Endcap tnocap
651
: 2 (6 Fastener #14
4:12 1>8 x 3/16
3:12 Pop Rivet
2:
Ventilator End Skirt Gutter
End Cap Modification Detail (2) are included w/ each
End cap is factory cut for 1:12 roof slope. vent, by vent manufacturer
Field cut end cap for slopes greater
than 1:12.
—`I� 4a Gap
Position End Cap Skirt Detail
Pull Bar Link Ro l 1_4" Gap
F-77 7vi
Pull Bar '—r—r
771
Pull Bar Connection Detail
Install the first vent in a continuous run and attach in place with closer, sealer and
end cap skirts installed. (note direction of pull). Position the second vent in line
with the first and leave a gap between the two approximately 4". Reach under the
second vent and grasp the pull bar link rod. Pull the link rod toward the pull bar of
the first vent and insert the rod into the end of the pull bar. Secure with washer
and hairpin clip supplied. Push the second vent toward the first until) the endcaps
butt together. As the second vent moves toward the first, the damper will rise to
assume the same position as the first vent. Install closures under the second vent
and position third vent in line and repeat the above process untill all vents in the
continuous run are installed. The number of vents that can be linked together is
controlled by the type of opening operator.
This detail is for your convenience only. Ridge vents are not covered under weather
tightness warranties. The building manufacturer does not recommend the use of
a ridge ventilator on roof systems over 200' in width or with a roof slope less than
1:12 or greater than 6:12.
Ridge Vent to Ridge Vent Ill
nstaation DRAWING NO.
PBR Panel GPR12015
n - - 4 `'titch Screw
4 x 7/8"
0. C.
9" OR 12" X 10'-0" RIDGE VENTILATOR FOR "PBR" ROOF SYSTEM
Member Screw
4x
NS2)
- -- ---- - 456
with Tape Sealant
top and bottom
Drnfnrmnd for
'oof slo
2:12
3:12
4:12
5:12
6:12
Scribe Line End Cap
Turn ventilator over and place gently on its top. Note that the end cap is
pre—formed for a 1:12 roof pitch. The five bench mark dots represent 2:12, 3:12,
4:12, 5:12 and 6:12 roof pitches. Draw a line between indicated corners and the
appropriate dot for the roof pitch. Cut and remove that portion of the end cap. On
5:12 and 6:12 roof pitches see vent manufacturer's special instructions for the
installation of the vent skirt. The end cap is now ready to recieve the end skirt.
End Skirt
Gutter
(6 Fastener #14
1 8 x 3/16"
Pop Rivet
End Cap
(6) Fast
1 8 x 2
Pop Riv(
", -r
Position end skirt onto end cap. Be sure the down—turned angle of the end skirt
is inside of and up against the end cap. Attach end skirt to ventilator end cap
with Fastener #14 in six places.
Cable Clamp—
Pulley with Eyebolt Attached
This detail is for your convenience only. Ridge vents are not covered under weather I Cable Clamp
tightness warranties. The building manufacturer does not recommend the use of
a ridge ventilator on roof systems over 200' in width or with a roof slope less
than 1:12 or greater than 6:12.
Ridge Vent Installation DRAWING NO. Pulley
PBR Panel GPR12016 Eyebolt
Vent Operator Attachment
with Sidewall Cable Assembly
Vent
* Not By Metal Bldg
Manufacturer
Up to 2 Vents
may be linked
Using Vent
Operator HW722
* Support Angle
Pulley with Eyebolt Attached
ISSUE DATE DESCRIPTION BY CK'D DSN
0 1/23/17 FOR ERECTOR INSTALLATION PNR PNR SSR Am STAR BUILDING SYSTEMS 8600 SOUTH I-35 SERVICE ROAD
��F=I OKLAHOMA CITY, OK 73149
A RabertsanCeca Company
F'19A (800)-879-7828
PROJECT: LEVI ROSSER
CUSTOMER: ROBBER ENTERPRISES INC I OWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSUE
1/23/17 N.T.S. 1 n 15—B-65255 DET6 0
GPR12100
)ate Rev.
Dec 12100
00
Eave Strut
Feb 05, 2017
UUIDANCE ON LTP PLAC[MENT
BACKGROUND:
UNDERWRITERS LABRATORY CONSTRUCTION LISTINGS AVAILABLE TO NCI REQUIRE METAL ROOF PANELS
AND LTPS TO BE IN AT LEAST A TWO SPAN CONDITION. SINGLE SPAN PANELS ARE NOT ACCEPTABLE.
THIS IS ALSO GOOD ENGINEERING PRACTICE AS A SINGLE SPAN PANEL WILL FAIL BY THE SCREWS
PULLING THROUGH THE PANEL AT THE EDGES. NONE OF OUR LOAD TABLES ARE BASED ON THIS
FAILURE MODE.
THE INTERNATIONAL BUILDING CODE SECTION 2609 PROVIDES RESTRICTIONS ON THE PLACEMENT OF
"LIGHT—TRANSMITTING PLASTIC ROOF PANELS" COMMONLY REFERRED TO AS LTPS. THE PURPOSE IS
TO LIMIT FIRE EXPOSURE TO ADJACENT BUILDINGS. IF A BUILDING BEING DESIGNED BY NCI IS
INTENDED TO BE CLOSER THAN 10' FROM AN ADJACENT BUILDING AND THERE ARE OPENINGS, ALONG
THE ADJACENT WALL, THAT ARE REQUIRED TO BE FIRE PROTECTED THEN LTPS ARE NOT PERMITTED
WITHIN 6' OF THE EAVE. (IBC06 SECTION 2609.3 AND 704.8) IT IS ALSO GOOD ENGINEER PRACTICE
TO NOT PLACE LTPS NEAR THE EAVE OF A BUILDING. SAFETY IS A TOP CONCERN AT NCI. THEREFORE
THE STANDARD LTP LOCATION FOR NCI WILL NOT BE CLOSER THAN TWO PURLIN SPANS OR 6 FROM
THE EAVE.
THE INTERNATIONAL BUILDING CODE SECTION 2609.2 ALSO STATES THAT THERE SHALL BE A MINIMUM
SEPERATION BETWEEN ADJACENT LTPS OF 4'. THIS PROVISION DOES NOT APPLY TO LOW HAZARD
BUILDINGS LESS THAN 5000 SQ FT THAT HAVE A MINIMUM FIRE SEPERATION FROM ADJACENT
BUILDINGS OF 10'.
FALL PROTECTION:
OSHA REQUIRES SKYLIGHTS BE GUARDED TO PROTECT PEOPLE FROM FALLING THROUGH THEM WITH
ONE OF SEVERAL METHODS OF FALL PROTECTION. THESE METHODS ARE OUTLINED IN OSHA 29CFR
1910.23(a)(4) SKYLIGHT SCREENS, 1910.23(e)(8) SLATWORK, 1926.500(b)(4) RAILING,
1926.502(b) GUARDRAIL SYSTEM, (c_) SAFETY NET SYSTEMS, (d) PERSONAL FALL ARREST SYSTEMS,
POSITIO ING DEVICE SYSTEM, (f) WARNING LINE SYSTEM, (g) CONTROL ACCESS ZONE,
(e)
hSAFETY MONITOR, (i) COVERS.
oenici vnnr
JVT'TTLI Do Not Cut Purlins
All panel supports are to be field cut and
located at the some elevation as the top of the purlins.
Support framing will be 8", Cee cold form material.
M
PBR Single Span Panel Support Frame Type
WARNING: LIGHT TRANSMITTING PANELS (LTP9S) ARE NOT DESIGNED OR INTENDED TO BEAR THE
WEIGHT OF ANY PERSON WALKING, STEPPING, STANDING, OR RESTING ON THEM.
THE MANUFACTURER DISCLAIMS ANY WARRANTY OR REPRESENTATION EXPRESSED OR IMPLIED
THAT ANY PERSON CAN SAFELY WALK, STEP, STAND, OR REST ON OR NEAR THESE LIGHT
TRANSMITTING PANELS, OR THAT THEY COMPLY WITH OSHA REGULATION.
THIS LETTER IS AN UPDATE ON THE LTP PLACEMENT OPTIONS THAT ARE IN COMPLIANCE WITH THE
INTERNATIONAL BUILDING CODE, UNDERWRITERS LABRATORY AND GOOD ENGINEERING PRACTICES.
(1) SINGLE SPAN METAL OR LTP PANELS SHOULD NOT BE USED. THE MINIMUM NUMBER OF SPANS FOR
ANY PANEL IS TWO. (2) LTPS SHOULD NOT BE PLACED WITHIN 6' OF THE BUILDING EAVE. (3) THERE
SHOULD BE 4' OF METAL PANEL SEPARATING ADJACENT LTPS. GIVEN THIS GUIDANCE, THE FOLLOWING
TABLE ILLUSTRATES THE MAXIMUM DENSITY OF LTPS FOR VARYING ROOF SPANS WITH A 5' PURLIN
SPACING AND TWO SPAN MINIMUM CONDITION. SMALLER PURLIN SPACING CAN BE USED TO OBTAIN THE
REQUIRED TWO SPAN CONDITIONS. *SIMPLE SPAN METAL PANELS OR LTPS ARE PERMITTED WITH
ADDITIONAL FRAMING WHICH CREATES A TWO SPAN CONDITION. THE ATTATCHED DETAILS ILLUSTRATES
THE FRAMING NECESSARY TO CREATE A TWO SPAN CONDITION FOR A SINGLE SPAN PANEL OR LTP.
MAXIMUM LTP DENSITY AND LOCATION FOR VARYING ROOF PLANE WIDTHS (GABLE BUILDING)
BLDG
WIDTH
ROOF
PLANE
WIDTH
PANEL
SPANS
5
10
15
PURLIN
20 25
LOCATION
30 35
40 45 50
20
10
2
PBR
PBR
30
15
3
PBR
PBR
LTP*
40
20
4
PBR
PBR
LTP
LTP
50
25
5
PBR
PBR
LTP
LTP
PBR*
60
30
6
PBR
PBR
LTP
LTP
PBR
PBR
70
35
7
PBR
PBR
LTP
LTP
PBR*
LTP
LTP
80
40
8
PBR
PBR
LTP
LTP
PBR
PBR
LTP
LTP
90
45
9
PBR
PBR
LTP
LTP
PBR
PBR
LTP
LTP PBR*
100
50
10
PBR
PBR
LTP
LTP
PBR
PBR
LTP
LTP PBR PBR
MAXIMUM LTP DENSITY AND LOCATION FOR VARYING ROOF PLANE WIDTHS (SINGLE SLOPE BUILDING)
BLDG
WIDTH
ROOF
PLANE
WIDTH
PANEL
SPANS
S
5
10
15
PURLIN
20 25
LOCATION
30 35
40 45 50
10
10
2
PBR
PBR
15
15
3
PBR
PBR
PBR
20
20
4
PBR
PBR
PBR
PBR
25
25
5
PBR
PBR
LTP*
PBR
PBR*
30
30
6
PBR
PBR
LTP
LTP
PBR
PBR
35
35
7
PBR
PBR
LTP
LTP
PBR
PBR
PBR
40
40
8
PBR
PBR
LTP
LTP
PBR*
LTP*
PBR
PBR
45
45
9
PBR
PBR
LTP
LTP
PBR*
LTP
LTP
PBR PBR
50
50
10
PBR
PBR
LTP
LTP
PBR
PBR
LTP
LTP PBR PBR
WALL LTPS ARE NOT SUITABLE FOR ROOF APPLICATIONS. FOR PURLIN SPACING LESS THAN 5',
ROOF LTPS MUST BE "FIELD CUT" TO LENGTH (SEE ERECTION DRAWINGS FOR DETAILS).
INSULATED PANELS CAN ONLY BE "FACTORY CUT" TO LENGTH.
SSUE
DATE
DESCRIPTION
BY
CK'D
DSN
0
1/23/17
FOR ERECTOR INSTALLATION
PNR
PNR
SSR
Am STAR BUILDING SYSTEMS 8600 SOUTH I-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
A RobertsonCeco Company (800-879-7828
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC OWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
1/23/17 N.T.S. 1 a 15—B-65255 DET7 0
Feb 05, 2017
Member Screws
At 6" On Center
"A"
2" Member Screws At 6" On Center
Member Screws ' R" Panel Skylight
At 12" On Center
SECTION THRU STANDARD SKYLIGHT ROOF,PANEL
T r1 I I
nsulation
II IJUIU LIUn Ii
F-75
SECTION A
Dan
-F - - r`- -I - -1
Member Screws /
At 6" On Center
nsuiation i rim
F-75
STANDARD SKYLIGHT PANEL INSTALLATI01\1
ISSUE
DATE
DESCRIPTION
BY
I CK'D
I DSN
0
1/23/17
FOR ERECTOR INSTALLATION
PNR
JPNRI
SSR
-STM-
nsulation
STAR BUILDING SYSTEMS
A eoceri:aoc.co Company
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE
BUILDING ID
JOB NUMBER
SHEEP NUMBER
ISSUE
1
a
15—B-65255
DE --8
0
Feb 05, 2017
PBR Wall Panel - Three Sided Framed Opening
Trim Installation with Field Notch Panel at Head Trim
PW07022
Note:
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.
Opening Width + 6" (+1" Lap when req'd)
3" Opening Width
0.1 0 0
° Head Trim F481
See
PW07030
Fastener #14A $" x g" Pop Rivet
at 20 O.C. at Cold Form
OR
Fastener #207 12-24 x 11"
Pancake DP5 at 20" O.C. at
Hot Rolled
° Bead of HW540 Tube Caulking
from Header to Floor (see section)
Jamb Trim F482 Jamb Trim F482
or Alternate F484 or Alternate F484
o
See
PW07029
Finish Floor Line
3"
See PW07023
& PW07027
Note:
o For "Optional"
Channel Closure Trim
see PW07028
PBR Wall Panel - Three Sided Framed Opening
Field Notch Panel at Head Trim
PBR Wall Panel -Three Sided Framed Opening
PW07023 Trim Installation with Field Notch and Bend Tabs at Head Trim
Note:
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.
Opening Width + 6" (+1" Lap when req'd)
Head Trim F481
Front View End View
1" Lap with (2) Fasteners
#14 A" x 4" Pop Rivet
and HW540 Caulking
Opening Width 3" Opening Width 3, Field notch Panel
at Head Trim
1" Lap with (2)
Fasteners #14 g" x o 41
6 Pop Rivet Typ at
Head Trim F481
Head & Jamb Trim =
when required. Field See PW07027
notch as required. for Jamb Trim
o field cut detail
Q
0
Jamb Trim F482
or Alternate F484 no
I r 1
Opening Width
Note: All trim is to be Note: Field measure Opening Width
installed BEFORE blanket and Height before making field cuts
insulation is applied to walls. and adjust cut dimensions accordingly.
Fastener #14A A" x 8" Pop —'
Rivet at 20" O.C. at Cold Form
OR
Fastener #207 12-24 x 12 "
Pancake DP5 at 20" O.C. at
Hot Rolled
Note: All trim is to be
installed BEFORE blanket
insulation is applied to walls
STANDARD FRAMED OPENING DETAILS (PLOP WALL PANEL)
Caulk with HW540
at these edges
after installation
Note: Panel position is shown with
Panel Rib and Opening on 1'-0 module.
Location of Rib may vary depending on
the Opening Width and location. Field
measure before cutting Panel and Trim.
PBR Wall Panel - Three Sided Framed Opening
PW07024 Field Notch and Bend Tabs at Head Trim
e:
Trim
Installation
can
be done by
Field Notch Panel
as shown
on PW07022 & PW07C
OR
with
Field Notch
and
Bend Tabs
at Head Trim as
shown on
PW07024 & PW07025.
Field Cut
and Remove
SSUE DATE DESCRIPTION
0 1/23/17 FOR ERECTOR INSTALLATION
MIS
Trim
Installation
can
be done by
Field Notch Panel
as shown
on PW07022 & PW07C
0
with
4-1
and
Bend Tabs
at Head Trim as
shown on
PW07024 & PW07025.
Front View
1" Lap with (2) Fast
Pop Rivet. See
a�
CL
PW07025 for details.
Do not cut or Note: All trim be
rn
o
c
remove back leg installed BEFORE blanket
o
insulation is applied to walls
a
I Ben4" Tab
0
1 Bona degrees Note: Panel position is shown with
0
Panel Rib and Opening on V-0 module.
0
Opening Width + 6" (+1" Lap when req'd)
Opening Width + 3"
Ooenina Width
0 0
Head Trim F481
See
P W07030
Fastener #14A J" x J" Pop Rivet
at 20" O.C. at Cold Form
OR
Fastener #207 12-24 x 1i"
Pancake DP5 at 20" O.C. at
Hot Rolled
" Bead of HW540 Tube Caulking—`
from Header to Floor (see section)
- Jamb Trim F482 Jamb Trim F482
or Alternate F484 or Alternate F484
See
PW07029
PW07025
e:
Trim
Installation
can
be done by
Field Notch Panel
as shown
on PW07022 & PW07C
OR
with
Field Notch
and
Bend Tabs
at Head Trim as
shown on
PW07024 & PW07025.
1 2 *Field Cut
See PW07025 Remainder and
& PW07027 Remove
0
0
Field Notch and Bend
„
Opening Width + 6" (+1" Lap when req'd)
*Opening Width + 3"
1 *Opening Width 1„
1� Tab behind Jamb
See End Cut Detail #14 A" x 1j" Pop Rivet
Head Trim F481
Trim. Attach with
I
Fastener #14 J" x J'°
i„
1� Opening Width
C
Front View
1" Lap with (2) Fast
e
*Note: Field measure
Opening Width and
cut Head Trim to
required length.
I-V
ners End View
0
1" Lap with (2)
Fasteners #14 A" x
," Pop Rivet Typ at
Head & Jamb Trim
when required. Field
notch as required.
0
Note:
For "Optional"
Channel Closure Trim
see PW07028
Finish Floor Line
0
Opening Width
r
Note: All trim is to be Note: Field measure Opening Width
installed BEFORE blanket and Height before making field cuts
insulation is applied to walls. and adjust cut dimensions accordingly.
End Cut Detail
(Viewed from top of Head Trim)
Opening Width 1z
Field Notch and Bend 1"" Tab
behind Jamb Trim. Attach with
Fastener #14 x J" Pop Rivet
0 0 F
Head Trim F481
See PW07027 for Jamb
Trim field cut detail
Jamb Trim F482 or Alternate F484
Fastener #14A A" x i" Pop
Rivet at 20" O.C. at Cold Form
OR
Fastener #207 12-24 x 14"
Pancake DP5 at 20" O.C. at
Hot Rolled
0
1� Tab behind Jamb
See End Cut Detail #14 A" x 1j" Pop Rivet
Trim. Attach with
and HW540 Caulking
Fastener #14 J" x J'°
i„
1� Opening Width
C
Pop Rivet. See
a�
CL
PW07025 for details.
Do not cut or Note: All trim be
o
remove back leg installed BEFORE blanket
insulation is applied to walls
I Ben4" Tab
1 Bona degrees Note: Panel position is shown with
Panel Rib and Opening on V-0 module.
Location of Rib may vary depending on
Field Cut the Opening Width and location. Field
and Remove measure before cutting Panel and Trim.
0
1" Lap with (2)
Fasteners #14 A" x
," Pop Rivet Typ at
Head & Jamb Trim
when required. Field
notch as required.
0
Note:
For "Optional"
Channel Closure Trim
see PW07028
Finish Floor Line
0
Opening Width
r
Note: All trim is to be Note: Field measure Opening Width
installed BEFORE blanket and Height before making field cuts
insulation is applied to walls. and adjust cut dimensions accordingly.
End Cut Detail
(Viewed from top of Head Trim)
Opening Width 1z
Field Notch and Bend 1"" Tab
behind Jamb Trim. Attach with
Fastener #14 x J" Pop Rivet
0 0 F
Head Trim F481
See PW07027 for Jamb
Trim field cut detail
Jamb Trim F482 or Alternate F484
Fastener #14A A" x i" Pop
Rivet at 20" O.C. at Cold Form
OR
Fastener #207 12-24 x 14"
Pancake DP5 at 20" O.C. at
Hot Rolled
0
rn
C
a�
CL
0
BY CK'D DSN
PNR PNR SSR A STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD
-#n 01M.- OKLAHOMA CITY, OK 73149
A RobertsonCeco Company
(800)-879-7828
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC OWNER: JASBIR KULLAR
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER
1/23/17 N.T.S. 1 a 15—B-65255
SHEEP NUMBER ISSUE
DET9 0
- Field cut Panel
Feb 05, 2017
PBR Wall Panel - Three Sided Framed Opening
Jamb Trim Field Cut Details
44"
1 17
Jamb Trim F482
Alternate Jamb Trim F484 Top View
Top View
41"
2„
Field Cut and Remove
Side View at Head Trim
M
a�
Cr
N
L..
c
(D
L
a
J
.+� rn
in =
+ °'
C
c
-r- a)
a� o_
O
Q)
0-
0
Side View at Sill Trim
Note: Field measure Opening Height
before making field cuts and adjust
cut dimensions accordingly.
-,00
PBR Wall Panel - Three Sided Framed Opening
PW 77027 "Optional" Channel Closure Trim
Opening Width + 7" (+1" Lap when req'd)
31"Opening Width 3J"
2 -4—
Cu t
4
Cut and remove
remainder of front fold
(2) Fasteners #14
" x J" Pop Rivet
at lap
1" Lap when required.
Field cut and notch
as required.
Jamb Trim F482 and
Alternate Jamb Trim F484
Front View
Right Jamb Trim as shown
Left Jamb Trim opposite hand
Finish Floor Line
rIN ° ° °
ro _
—0-T Channel Closure Trim °
See
PW07030
(D
L
Fastener #14A 8" x 8" Pop Rivet
at 20" O.C. at Cold Form °
Cs
OR
.. Fastener #207 12-24 x 12"
�+ -CPancake DP5 at 20" O.C. at
Hot Rolled
Q,
E Channel Closure Trim
-C O ° Channel Closure Trim °
Cr
0) v
See
CL PW07029
O
3
29
I 1 I %A
FSTANDARD FRAMED OPENING DETAILS (PBR WALL PANEL)
i CONT.
Finish Floor Line I °
,end tab down 90 degrees
cut and remove
Channel Closure Trim
and remove
re Trim at Jambs
PW07028
1" Lap typ at Head
& Jamb when
required. Field cut
to length if req'd
and notch.
Channel Closure Trim Piece Mark
F981
— 8" member
F2994
— 8j" member
F2991
— 8�" member
F2992
— 84" member
F982
— 10" member
F2993
— 10j" member
F169
— 12" member
F2995
— 121" member
Note: All
trim is to be
installed
BEFORE blanket
insulation
is applied to walls.
Note: Field measure Opening Width
and Height before
making field cuts
and adjust cut dimensions accordingly.
ISSUE DATE
p 1/23/17
DESCRIPTION
FOR ERECTOR INSTALLATION
PBR Wall Panel - Three Sided Framed Opening
Jamb Trim Installation
Fastener #14A J" x J" Pop Rivet
at 20" O.C. at Cold Form
OR
Fastener #207 12-24 x 14"
Pancake DP5 at 20" O.C. at
Hot Rolled
Double Sided Tape
(Not by Bld'g Mfg)
Blanket Insulation
M/z/o/�
PBR Wall Panel J
Note: Terminate Blanket Insulation
at capillary lip of Jamb Trim
Field flatten Trim leg when required
Jamb Trim F482 (shown)
or Alternate Jamb Trim F484
Alternate Jamb
Trim F484 Profile
Note: All trim is to be
installed BEFORE blanket
insulation is applied to walls.
15
PBR Wall Panel -Three Sided Framed Opening
PW07029 Head Trim Installation
Jamb
(Cold Form shown
Hot Rolled similar)
"Optional"
Channel Closure Trim
See PW07028 for details.
J" Bead of HW540 Tube Caulking
(Header to Floor)
Field Cut Wall Panel
Opening Width
Note: Panel position is shown with
Panel Rib and Opening on 1'-0 module.
Location of Rib may vary depending on
the Opening Width and location. Field
measure before cutting Panel and Trim.
PBR Wall Panel
Wall Member Screw
12-14 x — at 5"-7"-5"
O.C. at Cold Form
OR
12-24 x — at 5"-7"-5"
O.C. at Hot Rolled
Fastener #14A All x V Popes
Rivet at 20" O.C. at Cold Form
OR
Fastener #207 12-24 x 1 i"
Pancake DP5 at 20" O.C. at
Hot Rolled
PW07030
"Optional" \— Header
Channel Closure Trim (Cold Form shown
See PW0728 for details Hot Rolled similar)
E-*.-* k Clr...r 1 ina
Note: All trim is to be
installed BEFORE blanket
insulation is applied to walls
BY CK'o oSN STAR BUILDING SYSTEMS
PNR PNR SSR —�
pp A RobertsonCeco Company
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE
1/23/17 N.T.S.
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE
1 a 15-8-65255 DET10 0
Feb 05, 2017
co
i
Page
Knock Down Walk Door With Jamb Extensions AC05131 PBR Wall Panel - Walk Door & Glass -Front Walk Door
With Low Girts Attached to Door Frame ate Rot Trim Installation with Field Notch Panel at Head Trim
Girt B a
Jamb
Extension
D
Low Girt A
IiiCField cut
Girt
Low Girt
Field cut at
Door Frame Jamb
Jamb Extension SL IFW
(See AC05138) ro if
Page
PWO9022
Date Rev.
Mav'14 01
Note: Trim Installation can be done by Field Notch Panel as shown on PW09022 & PWO9023
OR with Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PWO9025.
See Note
Trim
Installation
can be done by
Field Notch Panel
as shown
on PW09022 & PW09023
OR
with
Field Notch
and Bend Tabs
at Head Trim as
shown on
PW09024 & PWO9025.
Width
Door Width +
i
0
0
O
Door Frame Jamb
1'-6 for
each SideLite)
1"
Head Trim F481
Note:
0
0
Note: All trim is to be
— Jamb
I
See
PW09030
z�
before
making field cuts and
Door Width 3
(+ 1 —6 for each SideLite) 1 2
adjust
o
Extension Fastener #12A
I
Feb 05, 2017
o
0
I
12-14x1 (
I
I
o�
p
1 3"
Fastener #14A g" x13
Rivet at 20 O.C.
Po Rlv
P
C
Pancake
SD
i
0
Y o
RcrFESS
1
o
°
Door Frame Jamb W/O Washer
O
°o
OWNER. JASBIR KULLAR
O
CD
o``
cCO
0
n
(10 Req d)
� m
0
LOCATION: GRIDLEY, CA 95948-9447 US
p
o
°
Walk Door Clip
CAD
DATE
See PW09027 i
PHASE
o
Jamb Trim F482 Jamb Trim F482
o
(WDC8,WDC10,WDC12)
for Jamb Trim
°'o
al F484 or Optional F484
or Optional p
0
°
Jamb Extension
Isometric
N.T.S.
1
A
0
See
Walk Door Angle (WDA)
HW9582 for
84" Door Frames
or Optional F484
o
PWO9029
or PW09031
See Detail B. Used to
0
I
Brace Strike Side of Door HW9876 for
104"
Door Frames
0 o
0
Jamb When low Girt at HW9877 for
124"
Door Frames
1 Finish Floor Line I
o
Elevation 2'-6" thru 4'-6"
0
is not Present
o
_ 0
Attachment to
Concto not b e N ote:
r Y
� �
0
i�
Metal Bld . Mfr. If Girt has a
h 9
3 "
Flan e Field
9
p°
Notch Jamb
Extension Channel
—Y
to Clear Girt
lip.
Do not Notch
in li
`o
6
41
I °
Ln
O
p
Framing ElevationI o D
I O
Girt o Cnp
SL
°
I 0 -
Fastener 12A
-r"o I
12-14 x 1„ Pancake ,,,� i_
SD W/O Washer j
(two at Each Girt
Flange) _
Door Frame Door Frame
_J T
f) Jamb Header
Section B
2
—�
Section H�—
A
Fastener #12A Walk Door Clip
12-14 x 1” Pancake (WDC8,WDC10,WDC12)
SD W/O Washer
(two per Each Side of (2) Fastener #1B
Strike Side of Door Frame 4-14 x 14" SD W/O Washer
Jamb leg)
WDA
Strike Side of Walk Door Angle
Door Frame Jamb
Detail B
STANDARD WALK DOOR (KNOCK DOWN) WITH PBR WALL PANELS
Door Width + 61" (+ 1'-6 for each SideLite)
1" Door Width + 31" (+ 1'-6 for each SideLite) 14"
See PW09023
& PW09027
PBR Wall Panel - Walk Door & Glass- Front Walk Door
Field Notch Panel at Head Trim
Page
PW09023 PBR Wall Panel - Walk Door & Glass -Front Walk Door
Date Rev.
Dec '11100 Trim Installation with Field Notch and Bend Tabs at Head Trim
Note:
Trim
Installation
can be done by
Field Notch Panel
as shown
on PW09022 & PW09023
OR
with
Field Notch
and Bend Tabs
at Head Trim as
shown on
PW09024 & PWO9025.
1 Door Width (+ 1'-6 for each SideLite) 1"
Door Width + 34" (+ 1'-6 for each SideLite)
Note: All trim is to be Note: Field measure Door Width and
installed BEFORE blanket Height before making field cuts and
insulation is applied to walls. adjust cut dimensions accordingly.
Trim
0 0
Panel Rib
Field Notch Panel
as shown
Door
Width + 3�"
°
°
(+ 1'-6 for each SideLite) 1"
Door Width + 34"
(+ V-6 for each SideLite) 1 "
shown on
Door
Width
Door Width +
3Y" (+
0
for each SideLite)
(+
1'-6 for
each SideLite)
1"
Head Trim F481
Note:
Field
0
Note: All trim is to be
installed BEFORE blanket
See
PW09030
41
before
making field cuts and
Door Width 3
(+ 1 —6 for each SideLite) 1 2
adjust
o
0
LL
or PW09032
Feb 05, 2017
0
I
41
0
p
1 3"
Fastener #14A g" x13
Rivet at 20 O.C.
Po Rlv
P
—
i
0
Y o
RcrFESS
°
installation.
O
°o
OWNER. JASBIR KULLAR
O
CD
4" Bead of HW54— Tube Caulking
from Header to Floor (see section)
� m
0
LOCATION: GRIDLEY, CA 95948-9447 US
p
Head Trim F481
CAD
DATE
See PW09027 i
PHASE
o
Jamb Trim F482 Jamb Trim F482
SHEET NUMBER
ISSUE
for Jamb Trim
°'o
al F484 or Optional F484
or Optional p
0
°
i cut detail
field
Jamb Trim F482
N.T.S.
1
A
0
See
0
�r�FCAUFa��
or Optional F484
o
PWO9029
or PW09031
0
I
I
Fastener #14A x"
0 o
0
Pop Rivet at 20" O.C.
0
1 Finish Floor Line I
o
1 Door Width (+ 1'-6 for each SideLite) 1"
Door Width + 34" (+ 1'-6 for each SideLite)
Note: All trim is to be Note: Field measure Door Width and
installed BEFORE blanket Height before making field cuts and
insulation is applied to walls. adjust cut dimensions accordingly.
Note: All trim is to be
installed BEFORE blanket
insulation is applied to walls.
Field notch Panel
at Head Trim
PW09024
Date Rev.
May'14 01
e:
Trim
Installation
Panel Rib
Field Notch Panel
as shown
Door
Width + 3�"
with
Field Notch
(+ 1'-6 for each SideLite) 1"
at Head Trim as
shown on
Door
Width
Door Width +
3Y" (+
0
for each SideLite)
(+
1'-6 for
each SideLite)
1"
Note:
Field
0
Note: All trim is to be
installed BEFORE blanket
41
before
making field cuts and
insulation is applied to walls.
adjust
o
0
LL
A RobertsonCeco Company
(800)-879-7828
Feb 05, 2017
0
I
41
'these
p
p
—
Caulk edges
Y o
RcrFESS
°
installation.
°o
OWNER. JASBIR KULLAR
�—
CD
� m
0
LOCATION: GRIDLEY, CA 95948-9447 US
p
CAD
DATE
°
I—
PHASE
o
O
SHEET NUMBER
ISSUE
i� CD
I
1/23/17
N.T.S.
1
A
0
f
0
�r�FCAUFa��
o
I
0 o
0
0
o
_ 0
I
� �
i�
I
I
o
I °
i�
Field cut Panel
Note: All trim is to be
installed BEFORE blanket
insulation is applied to walls.
Field notch Panel
at Head Trim
PW09024
Date Rev.
May'14 01
e:
Trim
Installation
can be done by
Field Notch Panel
as shown
on PW09022 & PW090
OR
with
Field Notch
and Bend Tabs
at Head Trim as
shown on
PWO9024 & PWO9025.
0
after
DATE
Door Width
(+ 1'-6
for
each SideLite)
A STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD
L
0
0
Door Width +
3Y" (+
0
for each SideLite)
SSR
Note:
Field
0
Note: All trim is to be
installed BEFORE blanket
Height
before
making field cuts and
insulation is applied to walls.
adjust
cut
dimensions accordingly.
A RobertsonCeco Company
(800)-879-7828
Feb 05, 2017
t -
0
O
41
'these
lf7
p
—
Caulk edges
Y o
RcrFESS
=
installation.
°o
OWNER. JASBIR KULLAR
061574
� m
0
LOCATION: GRIDLEY, CA 95948-9447 US
p
CAD
DATE
°
I—
PHASE
o
JOB NUMBER
SHEET NUMBER
ISSUE
i� CD
I
1/23/17
N.T.S.
1
A
15-3-65255
DET11
0
�r�FCAUFa��
I
Note: Panel position is shown with
Panel Rib and Door on 1'-0 module.
Location of Rib may vary depending on
the Door Width and location. Field
measure before cutting Panel and Trim.
Door Width + 6 " (+ 1'-6 for each SideLite)
1 Door Width + 31" (+ 1'-6 for each SideLite) 1"
See PW09025
& PW09027
0 0
0 0
Head Trim F481 Field Notch and
See Bend 11" Tab
PW09030 behind Jamb
or PWO9032 Trim. Attach
° with Fastener
#14 8„ x"
Fastener #14A g" x Pop Rivet. See
Po Rivet at 20" O.C.
P PWO9025 for
details.
p O
4" Bead of HW54— Tube Caulking—"
from Header to Floor (see section)
Jamb Tri F482 Jamb Trim F482
° or Optional F o 484 r Optional F484
0
0
See
o PWO9029 0
or PWO9031
Finish Floor Line
01 1 1 1 1 1 10
1
DATE
Door Width
(+ 1'-6
for
each SideLite)
A STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD
1"
0
Door Width +
3Y" (+
1'-6
for each SideLite)
SSR
Note:
Field
measure Door Width and
Note: All trim is to be
installed BEFORE blanket
Height
before
making field cuts and
insulation is applied to walls.
adjust
cut
dimensions accordingly.
SSUE
DATE
DESCRIPTION
BY
CK'D
DSN
A STAR BUILDING SYSTEMS 8600 SOUTH 1-35 SERVICE ROAD
0
1/23/17
FOR ERECTOR INSTALLATION
PNR
PNR
SSR
OKLAHOMA CITY, OK 73149
A RobertsonCeco Company
(800)-879-7828
Feb 05, 2017
PROJECT: LEVI ROSSER
RcrFESS
CUSTOMER: ROSSER ENTERPRISES INC
OWNER. JASBIR KULLAR
061574
LOCATION: GRIDLEY, CA 95948-9447 US
CAD
DATE
SCALE
PHASE
BUILDING ID
JOB NUMBER
SHEET NUMBER
ISSUE
1/23/17
N.T.S.
1
A
15-3-65255
DET11
0
�r�FCAUFa��
PBR Wall (Panel - Walk Door & Glass -Front Walk Door
Field Notch and Bend Tabs at Head Trim
age
WO9025 PBR Wall Panel - Knock Down Walk Door PagePW09031 PBR Wall Panel - Knock Down Walk Door Page
W09032
ate Rev. Date Rev. Date Rev.
Dec '11 00 Jamb Trim Installation Mar'15 02 Head Trim Installation Mar'15 02
Note:
Trim
Installation
can be done by
Field Notch Panel
as shown
on PW09022 & PWO9023
OR
with
Field Notch
and Bend Tabs
at Head Trim as
shown on
PWO9024 & PW09025.
12"
Door Width + 61)" (+ 1'-6 for each SideLite)
Door Width + 32" (+ 1'-6 for each SideLite)
1
JOB NUMBERSHEEP
� I
Panel Rib
Head Trim F481
A
15-B-65255
DET12
C 1„
Front View
See End Cut Detail
12" Opening Width
Do not cut or
remove back leg
8 I Bend 12" Tab
1 5„ down 90 degrees
a
Field Cut
and Remove
�_7
End View
Note: All trim is to be
installed BEFORE blanket
insulation is applied to walls
Note: Panel position is shown with
Panel Rib and Door on 1'-0 module.
Location of Rib may vary depending on
the Door Width and location. Field
measure before cutting Panel and Trim.
End Cut Detail
1
JOB NUMBERSHEEP
� I
Panel Rib
(Viewed from top of Head Trim)
A
15-B-65255
DET12
C 1„
Door Width + 32"
CD (n
(+ 1'-6 for each SideLite) 12
Door Width + 32"
(+ 1'-6
for each SideLite)
Door Width
(+ 1'-6 for each SideLite) 1"
Field Notch end Bend 11 Tab
41
0
Trim.
behind Jamb T . Attach with m
t`
o
0
I
as ener #14 x i83„ Po Rivet
Ft 8 P
p
Side
View at Sill Trim
�
o
Jamb Trim F482 and
Note: Field
measure Door Height
before
Optional Jamb Trim F484
O
cuts and adjust cut
dimensions
o
�
�
so that Jamb Trim fits to Head
Right Jamb Trim as shown
Trim & at
11" below Finish Floor
Line.
Left Jamb Trim opposite hand
giro-
°-ice
O
Head Trim F481
0
o
See PWO9027 for Jamb I
o
Trim field cut detail
a
Jamb Trim F482 I
I
or Optional F484
o
Fastener #14A8” x $"
Field cut Panel
Pop Rivet at 20" O.C.
I
r`
STANDARD WALK DOOR (KNOCK DOWN) WITH PBR WALL PANELS
HW54_
Urethane Tube Sealant
J"O Bead Header to Floor
RA1 Sheeting Angle
From base to 7'-6" girt
Field notch at girt and base member,
attach with (2) Fastener 12A 12-14 x 1"
Pancake SD W/0 Washer
at each member
Fastener #14A J"o x J" Pop
Rivet SS at 1'-8" O.C.
Double Sided Tape
(Not by Bld'g Mfg)
Blanket Insulation -,
at capillary lip of JambTrim
Field flatten Trim leg when required
Jamb Trim F 82 shown
4
(shown)
or Optional Jamb Trim F484
Walk Door Jamb
(Profile may vary)
Field Cut Wall Panel
Door Width
Door Width + 31"
Optional Jamb
Trim F484 Profile
Note: Panel position is shown with
Panel Rib and Door on 1'-0 module.
Note: All trim is to be Location of Rib may vary depending on
installed BEFORE blanket the Door Width and location. Field
insulation is applied to walls. measure before cutting Panel and Trim.
ISSUE DATE DESCRIPTION
0 1/23/17 FOR ERECTOR INSTALLATION
12-
12-1
Note: All trim is to be
installed BEFORE blanket
insulation is applied to walls.
PBR Wall Panel - Walk Door & Glass -Front Walk Door
Jamb Trim Field Cut Details
41„ 41„
a a
12" 12"
Optional Jamb Trim F484 Jamb Trim F482
Top View Top View
0 0 4n„
0 0
a o
4
C: c
o L o
o 0 o
L
o
LL_
o
U
0 0 0 0
Side View at Head Trim
LO
I
i�
Page
PW09027
Date Rev.
Dec'11 00
BY CK'o DSN1 � STAR BUILDING SYSTEMS
PNR PNR SSR
A RobertsonCeco Company
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE:
1/23/17 N.T.S.
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE
1
JOB NUMBERSHEEP
� I
ISSUE
1
A
15-B-65255
DET12
0
CD (n
'I
t`
Side
View at Sill Trim
Jamb Trim F482 and
Note: Field
measure Door Height
before
Optional Jamb Trim F484
making field
cuts and adjust cut
dimensions
Front View
accordingly
so that Jamb Trim fits to Head
Right Jamb Trim as shown
Trim & at
11" below Finish Floor
Line.
Left Jamb Trim opposite hand
BY CK'o DSN1 � STAR BUILDING SYSTEMS
PNR PNR SSR
A RobertsonCeco Company
PROJECT: LEVI ROBBER
CUSTOMER: ROBBER ENTERPRISES INC
LOCATION: GRIDLEY, CA 95948-9447 US
CAD DATE SCALE:
1/23/17 N.T.S.
8600 SOUTH 1-35 SERVICE ROAD
OKLAHOMA CITY, OK 73149
(800)-879-7828
OWNER: JASBIR KULLAR
PHASE
BUILDING ID
JOB NUMBERSHEEP
NUMBER
ISSUE
1
A
15-B-65255
DET12
0
Feb 05, 2017
eve
)oor
ie
GENERAL NOTES
P V
:`
1. GENERAL
F5 5-0" X 5'-0" X 70"
ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES.
Ldo
'
0 U
THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS
FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS
5/8" DIA
OF THE BUILDING CODE INCLUDING WATERPROOFING,
DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL
D
REQUIREMENTS, PARKING, AND ALL OTHER
DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE
TI-�1Tff---` 6"
FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN
AT SIM CONDITION o
THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
3/4" DIA
THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED
CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF
o
OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE
CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS,
I
0
AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING,
N
SCAFFOLDING, ETC.
5/8" DIA
IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS,
SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN
THEN IT SHALL BE CONSTRUCTED IN THE
DOCUMENTS.
ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST
J �
w
BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE
F
cn
REVIEW OF THE ENGINEER.
ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE
0
H _
CONTRACTOR OR OWNER.
O I
SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THEo
0
� N
CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION:
�I
HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE
o
THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD
0
I
AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE
0 B
SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT.
2. SITE WORK / FOUNDATIONS
L
L
ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED)
_
0
FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
I
0
Q
N
FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES.
USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT.
A
3. CONCRETE / REINFORCING
CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O.
(DESIGNED BASED ON 2500 PSI MIN.)
ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI.
C)
AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS
DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE
JJ
MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.
CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE
ACI CODE AND CBC APPENDIX, CHAPTER 19.
O
m
REINFORCEMENT COVER SHALL BE AS FOLLOWS:
0
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"
" ` i;i,l;..! .`••
CONCRETE WITH SOIL OR WEATHER EXPOSURE:
#5 BARS AND SMALLER 1 %2"
Q
#6 BARS AND LARGER 2"
L
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4"
REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O.
#5 AND LARGER REBAR SHALL NOT BE RE-BENT.
W
G
ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION
�.
BEFORE AND DURING CONCRETE PLACEMENT.
ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST.
STRUCTURAL PLAN NOTES:
1. VERIFY ALL DIMENSIONS, ELEVATIONS, COLUMN LOCATIONS,
AND EDGE OF SLAB LOCATIONS WITH METAL BUILDING
DRAWINGS BY STAR BUILDINGS CORP., STAMPED AND
SIGNED BY AN ENGINEER LICENSED IN CALIFORNIA
2. ALL ANCHOR BOLTS SHALL BE INSTALLED USING THE
LAYOUT PROVIDED BY STAR BUILDINGS CORP. STAR
BUILDINGS HAS PROVIDE ANCHOR BOLT DIAMETER
REQUIREMENTS FOR ALL COLUMN LOCATIONS. ALL
ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE
FOOTING PER DETAIL 1 /S1.
3. SUMMIT STRUCTURAL DESIGN HAS NOT DESIGNED THE
SLAB ON GRADE, HOWEVER AT A MINIMUM THE
FOLLOWING IS RECOMMENDED:
6" THICK SLAB ON GRADE WITH #4 AT 18" O.C. E.W.
PLACED AT THE CENTERLINE OVER 4" AGGREGATE BASE.
USE MOISTURE BARRIER (ASTM E 1745) WHERE FLOORING
OR MOISTURE SENSITIVE EQUIPMENT WILL OVERLAY
CONCRETE SLABS. USE CRACK CONTROL JOINTS AS
REQUIRED TO AVOID UNINTENTIONAL CRACKING.
IF LOADING IS TO EXCEED 250 PSF A DESIGN FOR THE
SLAB ON GRADE SHALL BE REQUIRED.
TYP
F5 F5 F5 F5 F5
RAMP EDGE OF SLAB AT 8"
ROLL UP DOOR OPENINGS
DRAINAGE BY OTHERS -
3 4"
=11 =
ALL DIMENSIONS INCLUDING ANCHOR BOLT LOCATIONS AND SPACING SHALL BE
TAKEN FROM THE FINAL "FOR CONSTRUCTION" SET OF METAL BUILDING MFR
DRAWINGS. FOUNDATION DRAWINGS ARE GENERAL IN NATURE AND ONLY
REPRESENT FOUNDATION SIZES, REINFORCING, AND ANCHOR ROD EMBEDMENT.
FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
SLAB ON GRADEOF COLUMN
PER PLAN
EDGE OF STEEL
—� STEEL COLUMN,
N
BY OTHERS
SLAB ON GRADEjvI--ff 6"
AT SIM CONDITION o #4 VERT. 12"(�AT 24" O.C. A.B. PER PLAN
_I (@ 2 -POUR (FOUNDATION) (VARIES HOOK REINFORCING AROUND
r • •
(2) #4 CONT.
TOP AND BOTT
1'-0"
FOOTING AT ROLL UP DOOR 5
NO SCALE
S1 I
0
N
EDGE OF STEEL
A.B. PER PLAN WHERE OCCURS
SLAB ON GRADE PER n
�
LAN WHERE OCCURS
DRAINAGE BY OTHERS -
P V
:`
REINFORCING
F5 5-0" X 5'-0" X 70"
w
Ldo
EMBEDMENT
0 U
co
5/8" DIA
o
000bd� n =
~
B
SLAB ON GRADE
TI-�1Tff---` 6"
20"
AT SIM CONDITION o
#4 VERT. 12"IAT 24" O.C.
3/4" DIA
-I
(@ 2 -POUR FOUNDATION)
(4)
(1) #4 CONT.
1'-0" 4 TOP AND BOTT
CONTINUOUS FOOTING 4
NO SCALE S1
EQUAL EQUAL
DIM PER SCHEDULE
DETAIL AT SPREAD FOOTING
NO SCALE
BOLTS AT HAIRPIN TIE
-1I II-
SLAB ON GRADE
PER PLAN
• J I-
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mwm�
:2 LLJ
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• REINFORCING
PER SCHEDULE
3" CLR
NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY STAR METAL
BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL
NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS WITH OWNER AS
THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN.
FOOTING SCHEDULE
MARK (DIM X) X (DIM Y) X (THICKNESS)
REINFORCING
F5 5-0" X 5'-0" X 70"
10 4 E.W., TOP & BOTT.
FOOTING SCHEDULE
NO SCALE
ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH STD
FLAT WASHER SECURED WITH DOUBLE HEAVY HEX NUTS, TYPICAL
NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY STAR METAL
BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL
NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR
MAY NOT HAVE BEEN SHOWN ON THIS PLAN.
ANCHOR BOLT SCHEDULE
NO SCALE
a
oQWESS/o,v
C.
LAJ
N 6 88cz
* 30 18
q�FOF CAO
o2/z7
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
ANCHOR BOLT
SCHEDULE
A.B. TYPE
A.B. SIZE
EMBEDMENT
A
(4)
5/8" DIA
9"
B
(4)
3/4" DIA
20"
C
(4)
3/4" DIA
20"
D
(4)
3/4" DIA
20"
E
(2)
5/8" DIA
9"
ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH STD
FLAT WASHER SECURED WITH DOUBLE HEAVY HEX NUTS, TYPICAL
NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY STAR METAL
BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL
NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR
MAY NOT HAVE BEEN SHOWN ON THIS PLAN.
ANCHOR BOLT SCHEDULE
NO SCALE
a
oQWESS/o,v
C.
LAJ
N 6 88cz
* 30 18
q�FOF CAO
o2/z7
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
REVISIONS:
DATE: 4 09/27j17
SCALE: 1/8" '1'-0"
DRAWN BY: ACJ
JOB N�IkI�/IBER: 17-142
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REVISIONS:
DATE: 4 09/27j17
SCALE: 1/8" '1'-0"
DRAWN BY: ACJ
JOB N�IkI�/IBER: 17-142
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