NCD980602163_20020208_Warren County PCB Landfill_SERB C_Building Warranty - Pole Barn-OCR

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IT Corporation
200 Horizon Center Boulevard
Trenton, NJ 08691-1904
Tel. [phone]
the'l;group Fax. [phone]
A Member of The IT Group
February 8, 2002
Earth Tech
IO Patewood Drive
Building VI, Suite 500
Greenville, SC 29616
Attn: Mr. Jim Cloonan, P.E.
[phone] phone
[phone] fax
Subject: Transmittal of building warranty
Warren County Landfill PCB Detoxification
NCSCO ID #010440101A, IT Corp Project# 827062
Dear Mr. Cloonan,
Enclosed is a courtesy copy of the building warranty for the "pole barn" building erected at the site in Oct-
Dec, 2001. The original has been sent to Pat Backus at NCDENR under copy of this letter.
To allow you to track the "chain of liability" for this warranty, the following information may be of help:
IT Corp is the prime contractor to NCDENR.
IT Corp subcontracted the pole barn work to Ellington & Son, Inc of Oxford, NC.
Ellington & Son subcontracted the building fabrication and erection to Southern Steel Buildings of
Gainesville, GA.
Southern Steel Buildings provided engineering drawings and load data, this has been previously transmitted
to you.
IT Corp engineered the concrete pad, based on the load information provided by Southern Steel Buildings;
the pad design has previously been transmitted to you.
Ellington & Sons prepared the foundation subgrade and, with their subcontractor Blair Concrete Services of
Raleigh, NC, poured the concrete foundation pad.
Southern Steel Buildings subcontracted Coastal Building Systems Inc. to fabricate the building, the
enclosed warranty is issued by Coastal.
Southern Steel Buildings was responsible for the erection of the building. IT Corp believes that at least a
portion of this work may have been subcontracted by them but has no direct knowledge of this.
Should you have any questions in regard to this matter please contact me at [phone] at your earliest
convenience to discuss them.
Sincerely,
G~E.~~
Project Manager
Enclosure: Coastal Building Systems Warranty
cc w/ enclosure: Pat Backus, NCDENR
Dukefile: corresET/Bldg warranty 020802.doc
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[phone]
!.ZSSUoddocJt."Rood. Ktngclon.d. GA 9 1 548
Building relationships while marketing pre-engineered metal buildings
with high quality and competitive pricing.
ATTN : Dept. of Natural Resources of North Carolina
RE: ITT
WARRANTY
As stated on signed contract form, under Conditions #9, the seller warrants only
that its products are free from defects in materials and workmanship on the date
of shipment from its plant. Coastal Building Systems, lnc.'s obligation under this
warranty shall be limited to repairing or replacing (but not dismantling and
installing) such products which prove to be thus defective within one (1) year
from the date of the original shipment by Coastal Building Systems, Inc., and
which Coastal Building Systems, lnc.'s examination shall disclose to be thus
defective. Any products so repaired or replaced as provided herein shall be
subject to warranty only for the remainder of the time applicable to the original
warranty period.
Maintenance: Buyer shall properly maintain the building once erected to ensure
that no damage is caused by the accumulation of snow or ice on the top, ends or
sides of the structure. Buyer has determined that the building products
purchased hereunder are suitable for local weather conditions and when erected
the building will conform to all applicable zoning ordinances and building codes.
The code used to fabricate the Southern Steel Buildings, Inc. was NCBC 96 with
a 80 mph wind load.
JOB t 01-0606
SOU'f'BIIRII SftU.. BUILDINGS
3-t19 NILL CltSZlt RD.
cantSVILLS, ca. 30501
BUILDING SID: CS 100' X 112' X 26'-3"
JOBSIR: OXFORD, NC.
DEAR SIRS:
This is to certify that the above referenced building i s
designed i:1 accordance with the Ninth Edition of the American
Institute of Steel Construction (AISC) "Manual of Steel
Construction" and the 1986 Edition of American I ron and Steel
Institute (AISI) "Cold Formed Steel Design Manual" for the
following loads.
Governing Code for application of design loads
1996 Edition of lfORTB CAROLDa B'OILDntG CODS.
Dead Load ....................• weight of metal building structure
only as supplied by SOUTDJQf S'l'&SL
BUILDINGS.
Roof Live Load ................ 20 psf
Roof Frame Load ............... 20 psf
Collateral Load ............... 0
Snow Load (Roof) .............. 15 psf
Wind Load ..................... 8 0 MPH
Exposure ...................... "C"
Seismic Zone .................. 2
This Letter of Certification applies solely to the steel
building and its component parts as furnished by SOUTDJUf SDZL
BOILDDfGS and specifically excludes any foundation, masonry or
general contract work.
Sincerely,
'
LOAD AND RESISTANCE
FACTOR DESIGN
SPECIFICATION
For Structural
Steel Buildings
December 27, 1999
60 BOLTS AND THREADED PARTS [Sect. J3.
TABLE J3.1
Minimum Bolt Pretension, kips*
Bolt Size, in. A325 Bolts A490 Bolts
½ 12 15
¾ 19 24
¾ 28 35
¼ 39 49
1 51 64
1½ 56 80
1¼ 71 102
1¾ 85 121
1½ 103 148
*Equal to 0.70 of minimum tensile strength of bolts, rounded off to nearest kip, as specified in
ASTM specifications for A325 and A490 bolts with UNC threads.
TABLE J3.1M
Minimum Bolt Pretension, kN*
Bolt Size, mm A325M Bolts A490M Bolts
M16 91 114
M20 142 179
M22 176 221
M24 205 257
M27 267 334
M30 326 408
M36 475 595
*Equal to 0.70 of minimum tensile strength of bolts, rounded off to nearest kN , as specified in
ASTM specifications for A325M and A490M bolts with UNC threads.
3. Minimum Spacing
The distance between centers of standard, oversized, or slotted holes, shall not be
less than 2½ times the nominal diameter of the fastener; a distance of 3d is pre-
ferred. Refer to Section J3 .10 for bearing strength requirements.
4. Minimum Edge Distance
The distance from the center of a standard hole to an edge of a connected part shall
not be less than either the applicable value from Table J3 .4 or J3 .4M, or as required
in Section J3 .10. The distance from the center of an oversized or slotted hole to an
edge of a connected part shall be not less than that required for a standard hole to an
edgeofaconnectedpartplus the applicable increment C2 from TableJ3.6 or J3.6M.
Refer to Section 13.10 for bearing strength requirements.
5. Maximum Spacing and Edge Distance
The maximum distance from the center of any bolt or rivet to the nearest edge of
parts in contact shall be 12 times the thickness of the connected part under consider-
ation, but shall not exceed six in. (150 mm). The longitudinal spacing of connectors
between elements in continuous contact consisting of a plate and a shape or two
plates shall be as follows:
LRFD Specification/or Structural Steel Buildings, December 27, 1999
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
UL TRA-DEK® SPECIFICATIONS
Effective March 17, 1999
SECTION 07610
Metal Roofing
NOTICE
Contact MBCI for the proper combination of panel gauge, clip type, clip spacing and substructure to achieve a UL-90 rated
system.
Specifier: Notation [#] means that text following is a
specifier's note or sample.
PART 1 -GENERAL
1.01 DESCRIPTION
# Specifier: Do not alter paragraph A. except by adding
section title in brackets.
A. General:
1. Furnish all labor, material, tools, equipment
and services for all preformed roofing as
indicated, in accord with provisions of Contract
Documents.
2. Completely coordinate with work of all other
trades.
3. Although such work is not specifically
indicated, furnish and install all supplementary
or miscellaneous items, appurtenances and
devices incidental to or necessary for a sound,
secure and complete installation.
4. See Division 1 for General Requirements.
B. Related work specified elsewhere:
1. Structural steel: Section 05100.
2. Steel joists: Section 05200 or 05400.
3. Flashing and sheet metal: Section 07600.
# Specifier: Delete references to sections not used and
add any references which become pertinent.
1.02 QUALITY ASSURANCE
A. Applicable standards:
1. SMACNA: "Architectural Sheet Metal Manual"
Sheet Metal and Air Conditioning Contractors
National Association, Inc.
2. AISC: "Steel Construction Manual" American
Institute of Steel Construction.
3. AISI: "Cold Form Steel Design Manual,"
American Iron and Steel Institute.
4. ASTM A792-83-AZ50: Specifications for steel
sheet, aluminum-zinc alloy coated (galvanized)
by the hot dip process, general requirements
(Galvalume ).
5. ASTM E 1514-93: "Standard Specification for
Structural Standing Seam Steel Roof Panel
Systems", American Society for Testing and
Materials.
6. UL: "Tests for Uplift Resistance of Roof
Assemblies", Underwriters Laboratories, Inc.
7. UL: "Test Standard for Impact Resistance",
Underwriters Laboratories, Inc.
8. ICBO: Evaluation Report No. ER-5409, ICBO
Evaluation Service, Inc.
9. ASTM E 1680-95: "Standard Test Method for
Rate of Air Leakage Through Exterior Metal
Roof Panel Systems", American Society for
Testing and Materials.
10. ASTM E 1646-95: "Standard Test Method for
Water Penetration of Exterior Metal Roof Panel
Systems by Uniform Static Air Pressure
Difference", American Society for Testing and
Materials.
B. Manufacturer's qualifications:
1. Manufacturer has a minimum of three years
experience in manufacturing metal roof
systems of this nature. Panels specified in this
section shall be produced in a factory
environment (not job site roll formed) with
fixed-base roll forming equipment assuring the
highest level of quality control. A letter from
the manufacturer certifying compliance will
accompany the product material submittals.
C. Installation contractor's qualifications:
1. Installer of the system shall be an approved
installer, certified by the manufacturer before
beginning of installation of the metal roof
system, specifically for MBCl's Ultra-Oak® roof
system and meet the following minimum
criteria:
a. Maintain a $250,000 general liability
coverage for each loss.
b. Maintain sufficient worker's compensation
coverage as mandated by law.
c. Has no viable claims pending regarding
negligent acts or defective workmanship on
previously performed or current projects.
d. Has not filed for protection from creditors
under any state or federal insolvency or
debtor relief statutes or codes.
e. Project foreman is the person having
received specific training in the proper
installation of the specified system and will
be present to supervise whenever material is
being installed. Specific training program
shall include the following:
1. The instructor must have a minimum of 10
years' experience.
2. A formal curriculum.
3. Classroom instruction with review and
thorough understanding of the specific
product's technical manual.
4. Hands-on mock-up instruction with a
review and thorough understanding of the
specific product's details.
5. The installer must pass a written and oral
exam.
f. Provide five references from five different
architects or building owners for projects that
have been in service for a minimum of two
years, stating satisfactory performance by
the installer.
g. Provide certification letter that installer has a
minimum of three years' of metal product
installation experience immediately preceding
the date upon which work is to commence.
D. Pre-installation Conference:
1. Prior to installation of roofing system, conduct
a pre-installation conference at the project site.
2. Attendance: Owner, Architect, Contractor,
Project Superintendent, and Roof Applicator
3. Agenda:
a. Roofing details and agenda
b. Critical work sequencing and review of
phasing plan
c. Inspection sequencing
1.03 SYSTEM PERFORMANCE
REQUIREMENTS
A. Performance Testing:
1. Metal roof system must be tested in
accordance with Underwriters Laboratories,
Inc. (UL) Test Method 580 "Tests for Uplift
Resistance of Roof Assemblies".
2. Metal roof system must be installed in
accordance with UL Construction method [#
choose one:
Y 1808 (min. 14 gauge purlin, 5'-0" on center
max. with 29 gauge "D" panel and low/high
fixed/floating/articulating clips. Rigid insulation
to be min. 1" thick) or
Y 205 (min. 16 gauge purlin, 5'-0" on center max.
with low/high fixed/floating clips) or
Y 205A (min. 16 gauge purlin, 5'-0" on center
max. with articulating clips, with Light
Transmitting Panels) or
Y 286 (min. 5/8" plywood deck with
fixed/articulating clips at 5'-0" on center max.)
or
Y 3088 (min. 14 gauge purlin, 5'-0" on center
max., min. 1" thick rigid insulation and 22
gauge 1½ deep metal deck with fixed , floating
or articulating clips at 5'-0" on center max.) or
Y 534 (min. 16 gauge purlin, 5'-0¼" on center
max. with low/high floating/articulating clips
with Light Transmitting Panels) or
Y 535 (min. 16 gauge purlin, 5'-0¼" on center
max. with low/high fixed/floating clips without
Light Transmitting Panels) or
Y 536 (min. 1" thick rigid insulation and min. 22
gauge Type A, B, F or N metal deck with
low/high floating/articulating clips at 5'-0" on
center max.).or
Y 537 (min. 16 gauge purlin, 5'-0¼" on center
max., min. 1" thick rigid insulation and 29
gauge 9/16" deep metal deck with floating clips
at 5'-0¼" on center max.) or
Y 541 (min. 5/8" plywood deck with low/high
floating/articulating clips at 5'-0" on center
max.)]. See the current UL Roofing Materials
and Systems Directory for requirements of
each Construction Method.
3. Resist the roof design pressures calculated in
accordance with [# choose one: SBBCI, UBC,
BOCA, ASCE or an applicable national or local
building code]. Determine panel bending and
clip-to-panel strength by testing in accordance
with ASTM E 1592-95. Capacity for gauge,
span or loading other than those tested may be
determined by interpolating test results.
4. Metal roof system must meet the air infiltration
requirements of ASTM E 1680-95 when tested
with a 6.24 PSF pressure differential with
resulting air infiltration of 0.0071 cfm/sq ft.
5. Metal roof system must meet the water
penetration requirements of ASTM E 1646-95
when tested with a 12.00 PSF pressure
differential with no uncontrollable water leakage
when five gallons per hour of water is sprayed
per square foot of roof area.
6. Metal roof system must qualify for a Class 4
rating when tested in accordance with
Underwriters Laboratories, Inc. UL-2218 "Test
Standard For Impact Resistance."
# Specifier: Select construction method for paragraph
A.1 . and applicable building code for paragraph A.2.
1.04 SUBMITTAL$
A. Shop drawings:
1. Submit complete shop drawings and erection
details, approved by the metal roofing
manufacturer, to the architect (owner) for
review. Do not proceed with manufacture of
roofing materials prior to review of shop
drawings and field verification of all dimensions.
Do not use drawings prepared by the architect
(owner) for shop or erection drawings.
2. Shop drawings show methods of erection,
elevations and plans of roof and wall panels,
sections and details, anticipated loads,
flashings, roof curbs, vents, sealants,
interfaces with all materials not supplied and
proposed identification of component parts and
their finishes.
B. Performance Tests:
1.Submit certified test results by a recognized
testing laboratory or manufacturer's lab
(witnessed by a professional engineer) in
accordance with specified test methods for
each panel system.
C. Calculations:
1. Submit engineering calculations defining
cladding loads for all roof areas based on
specified building codes, allowable clip loads
and required number of fasteners to secure the
panel clips to the designated substructure.
2. Compute uplift loads on clip fasteners with full
recognition of prying forces and eccentric clip
loading. Calculate holding strength of
fasteners in accordance with submitted test
data provided by Fastener Manufacturer based
on length of embedment and properties of
materials.
3. Include thermal calculations and indicate how
panel clips, eave, rake, and ridge details will
accommodate actual thermal movement.
4. Include valley, gutter, and downspout design
capacities for the applicable rainfall intensity for
a five-minute duration, 25-year recurrence in
accordance with MBMA County Climatic Data.
D. Samples:
1.Submit samples and color chips for all
proposed finishes.
a. Submit one 8 inch long sample of panel,
including clips.
b. Submit two 3 inch x 5 inch color chip
samples in color selected by the architect
(owner).
E. Warranty(s):
Metal roof system manufacturer, upon final
acceptance for project, furnish a warranty.
[#choose one:
1. Covering bare metal against rupture, structural
failure and perforation due to normal
atmospheric corrosion exposure for a period of
20 years.
2. Covering paint finish against cracking,
checking, blistering, peeling, flaking, chipping,
chalking and fading for a period of[# choose
one: twenty (20) years for roof panels
(premium thermoset silicone pol yester) or
twenty (20) years for wall panels and twenty
(20) years for roof panels (premium
fluorocarbon coating produced with Kynar 500
or Hylar 5000 resin)].
3.Submit specimen copy of manufacturer's
Weathertightness Warranty, including evidence
of application for warranty and manufacturer's
acceptance of the applicator and warranty
conditions
F. Test Reports:
1. Submit Test Reports showing that metal panels
meet the air infiltration requirements of ASTM
E 1680-95 when tested with a 6.24 PSF
pressure differential with resulting air infiltration
of 0.0071 cfm/sq ft.
2. Submit Test Reports showing that metal panels
meet the water penetration requirements of
ASTM E 1646-95 when tested with a 12.00
PSF pressure differential with no uncontrollable
water leakage when five gallons per hour of
water is sprayed per square foot of roof area.
3. Submit Evaluation Report No. ER-5409
showing that metal panel system details,
engineering calculations, computer printouts,
and data have been examined by the ICBO
Evaluation Service, Inc. and have been found
to comply with the 1997 Uniform Building Code.
G. Metal roof system fabrication certification:
1. Submit a letter from the metal panel
manufacturer certifying the Ultra-Dek® panels
have been produced in a factory environment
(not job site) with fixed-base roll forming
equipment.
H. Metal roof system installation inspection
reports:
1. At completion of project, submit manufacturer's
quality report of field inspections, including final
inspection punch list
I. Installation contractor's qualifications:
1. Submit certificate from manufacturer certifying
that installer of the metal roof system has met
all of the criteria outlined in "1 . 02 C. Installer's
qualifications" and is an authorized installer
certified by the manufacturer within one year of
the beginning of installation of the metal roof
system.
2. Submit the formal syllabus for the classroom
and hands-on training.
3. Submit five references from five different
architects or building owners for projects that
have been in service for a minimum of two
years, stating satisfactory performance by the
installation contractor.
1.05 PRODUCT DELIVERY, STORAGE
AND HANDLING
A. Delivery:
1. Deliver metal roof system to job site properly
packaged to provide protection against
transportation damage.
B. Handling:
1. Exercise extreme care in unloading, storing
and erecting metal roof system to prevent
bending, warping, twisting and surface
damage.
C. Storage:
1. Store all material and accessories above
ground on well skidded platforms. Store under
waterproof covering. Provide proper ventilation
of metal roof system to prevent condensation
build-up between each panel or trim/flashing
component.
1.06 WEATHERTIGHTNESS WARRANTY
A. The Contractor shall provide to the Owner, a
single source warranty signed by the roofing
manufacturer of the Standing Seam Roof System
as outlined below:
1. For a period of [#choose one: twenty (20),
fifteen (15), ten (10), or five (5)) years from the
date of substantial completion, the roofing
manufacturer WARRANTS to the Building
Owner ("Owner"): that the roofing
manufacturer's furnished roof panels, flashing,
and related items used to fasten the roof
panels and flashing to the roof structure ("Roof
System") will not allow intrusion of water from
the exterior of the roofing manufacturer's Roof
System into the building envelope, when
exposed to ordinary weather conditions and
ordinary wear and usage. The Date of
substantial completion is the date that is
certified by the Architect, Owner, or Owner's
Representative, when the roofing
manufacturer's Roofing System is completed
and accepted by or on behalf of the Owner.
2. The roofing manufacturer shall have the SOLE
AND EXCLUSIVE obligation for all warranty
work commencing on the date of substantial
completion and under all circumstances,
terminates on the [# insert appropriate number
of years) year anniversary of the date certified
as Substantial Completion of the roofing
manufacturer's Roof System. During the
period in which the roofing manufacturer has
any warranty obligation, the roofing
manufacturer shall take appropriate actions
necessary to cause the non-performing
portions of the Roof System to perform their
proper functions.
B. Roofing Manufacturer's Liability
1. The total liability of the roofing manufacturer
under this warranty is [# choose one: limited
solely to two (2) times the cost of the roofing
manufacturer's Roof System as invoiced to the
roofing manufacturer's customer, or limited
solely to four (4) times the cost of the roofing
manufacturer's Roof System as invoiced to the
roofing manufacturer's customer, or unlimited).
The roofing manufacturer shall have the right to
charge to the liability account, all reasonable
expenses (including, but not limited to,
investigation expenses) incurred in satisfying
the requirements of this warranty.
PART 2 -PRODUCTS
[#Ultra-Oak® structural standing seam metal roof system;
minimum slope of ¼: 12)
2.01 MATERIALS
A. Metal roof system profile:
1. 3 inch high rib x [# choose one: 24 inch, 18
inch or 12 inch] wide panel.
B. Metal roof system style:
1. Trapezoidal rib, positive snap together,
standing seam, utilizing male and female rib
configurations, with factory applied hot melt
mastic in female rib.
C. Gauge: [# choose one]
1. 22 gauge (UL 90 rated -Underwriters
Laboratories).
2. 24 gauge (UL 90 rated -Underwriters
Laboratories).
D. Substrate:
1. Galvalume® steel sheet, minimum yield of
50,000 PSI.
E. Clip:
1. Two piece floating clip providing thermal
expansion or contraction (UL 90 rated -
Underwriters Laboratories).
2. Articulating clip, providing thermal expansion or
contraction, correcting for out-of-plane sub-
framing alignment to a maximum of 7 degrees
(UL 90 rated -Underwriters Laboratories).
3. One piece fixed clip 22 gauge with factory
applied mastic (UL 90 rated -Underwriters
Laboratories).
F. Texture: [# choose one]
1. Smooth.
2. Embossed (reduces oil canning effect).
G. Finish:[# choose one)
1. Premium thermoset silicone polyester (20 year
warranty).
2. Premium fluorocarbon coating produced with
Kynar 500 or Hylar 5000 resin (20 year
warranty).
3. Bare Galvalume Plus® (20 year warranty).
H. Color:
1. Selected from metal roof system
manufacturer's standard offering.
I. Acceptable manufacturer:
1. MBCI -Houston, TX -[phone].
# Insert: Architect's (owner's) method of approval of "or
equals".
J. Other manufacturers desiring approval, comply
with Section 01630.
K. Acceptable Curb and Equipment Support units:
1. LM Curbs -Longview, TX.
2. Kentuckiana Curbs -Louisville, KY.
L. Prefabricated Roof Jacks:
1. Construction Fasteners -Wyomissing, PA.
2. ITW Buildex -Itasca, IL.
M. Rooftop Walkways:
1. Unistrut Corporation -Wayne, Ml.
2.02 MISCELLANEOUS MATERIALS
A. Fasteners:
1. All self-tapping/self-drilling fasteners, bolts,
nuts, self-locking rivets and other suitable
fasteners shall be designed to withstand
specified design loads.
a. Use long life fasteners for all exposed
fastener applications.
b. Provide fasteners with a factory applied
coating in a color to match metal roof system
application.
c. Provide neoprene washers under heads of
exposed fasteners.
d. Locate and space all exposed fasteners in a
true vertical and horizontal alignment. Use
proper torque settings to obtain controlled
uniform compression for a positive seal
without rupturing the neoprene washer.
B. Closures:
1. Metal roof system must be installed with die
cast metal closures at all ridge and high eave
transitions. These die cast metal closures
must be installed with Tri-Bead tape sealant
and fasteners that stitch the panel to a 16
gauge preformed backer plate to ensure a
positive compression of the tape sealant. The
use of a continuous angle butted to the panel
ends to form a closure is not an acceptable
installation method.
C. Accessories:
1. Provide all components required per the metal
roof system manufacturer's approved shop
drawings for a complete metal roof system to
include panels, panel clips, trim/flashing,
fascias, ridge, closures, sealants, fillers and
any other required items.
a. All outside closures will be fabricated from
Galvalume Plus® sheet steel of the same
gauge, finish and color as the panels.
b. All tape seal is to be a pressure sensitive,
100 percent solids, polyisobutylene
compound sealing tape with a release paper
backing. Provide permanently elastic, non-
sagging, non-toxic, non-staining tape seal
approved by the metal roof system
manufacturer.
c. All joint sealant is to be a one-part
elastomeric polyurethane sealant approved
by the metal roof system manufacturer.
2.03 FABRICATION
A. Material shall be in-line tension leveled prior to roll
forming panel profile.
B. Where possible, roll form panels in continuous
lengths, full length of detailed runs.
C. Standard panel length shall be no more than 45
feet long (for longer length availability, contact
manufacturer).
D. Fabricate trim, flashing and accessories to detailed
profiles.
E. Fabricate trim and flashing from same material as
panel.
2.04 PREFABRICATED CURBS AND
EQUIPMENT SUPPORTS
A. General: Comply with loading and strength
requirements as indicated where units support
other work. Coordinate dimensions of curbs
and supports with equipment
supplier/manufacturer.
B. Fabricate curbs of structural aluminum (Min.
.080 in. thickness for mechanical gear up to
1000 lbs; .125 in. thickness for mechanical
gear between 1000 lbs. and 2000 lbs.; use a
two curb system per the manufacturer above
2000 lbs.), factory primed and prepared for
painting with mitered and welded corner joints.
Provide integral base plates and water diverter
crickets. The upper flange of the curb must be
a minimum of 15" above the water diverter.
(This allows 12" of free area after the panel is
lapped over the flange on the high side.) Curbs
shall be designed to install under metal roof
system on the high side and over the metal
roof system on the low side.
C. Minimum height of curb shall be 8" above
finished metal roof system.
D. Curbs shall be constructed to match slope of
roof and provide a level top surface for
mounting equipment.
E. Curb flanges shall be constructed to match
configuration of roof panels.
F. Submit roof curb manufacturer's shop
drawings to metal roof system manufacturer for
approval before fabrication of curbs.
2.05 PREFABRICATED ROOF JACKS
A. Pipe flashings shall be a one piece [# choose
one: EPDM (ethylene propylene diene
monomer) molded rubber boot having a
serviceable temperature range of -60°F to
270°F (for standard applications) or neoprene
molded rubber boot having a serviceable
temperature range of -45°F to 250°F (for
exposure to petrochemicals) or silicone molded
rubber boot having a serviceable temperature
range of -100°F to 450°F (for high temperature
applications)] and shall be resistant to ozone
and ultraviolet rays. Units shall have an
aluminum flanged base ring. Do not install pipe
flashings through any panel seams -install
ONLY in the flat portion of the panel.
PART 3 -EXECUTION
3.01 SURFACE CONDITIONS
A. Examination:
1. Inspect installed work of other trades and verify
that such work is complete to a point where this
work may continue.
2. Verify that installation may be made in
accordance with approved shop drawings and
manufacturer's instructions. This specifically
includes verifying that secondary structurals
and/or decking are installed to meet UL and
building code requirements. Coordinate with
metal roof system manufacturer to insure that
reduced clip spacings at eave, rake, ridge and
corner areas are accommodated.
B. Discrepancies:
1. In event of discrepancy, notify the architect
(owner).
2. Do not proceed with installation until
discrepancies have been resolved.
3.02 INSTALLATION
A. Install metal roof system so that it is weathertight,
without waves, warps, buckles, fastening stresses
or distortion, allowing for expansion and
contraction.
B. Install metal roof system in accordance with
manufacturer's instructions and shop drawings.
C. Provide concealed anchors at all panel attachment
locations.
D. Install panels plumb, level and straight with seams
and ribs parallel, conforming to design as
indicated.
3.03 ROOF CURB INSTALLATION
A. Comply with metal roof system manufacturer's
shop drawings, instructions and recommendations
for installation of roof curbs. Refer to metal roof
system manufacturer's standard installation
details. Anchor curbs securely in place with
provisions for thermal and structural movement.
3.04 FIELD QUALITY CONTROL
A. Manufacturer's Field Service
1. During installation, provide for two on-site
inspections of roof application by qualified
technical representative of the manufacturer.
2. Upon completion of installation, provide final
inspection by a technical representative of
roofing manufacturer to confirm that roofing
system has been installed in accordance with
manufacturer's requirements.
3.05 CLEANING, PROTECTION
A. Dispose of excess materials and remove debris
from site.
B. Clean work in accordance with manufacturer's
recommendations.
C. Protect work against damage until final
acceptance. Replace or repair to the satisfaction
of the architect (owner), any work that becomes
damaged prior to final acceptance.
D. Touch up minor scratches and abrasions.
E. Do not allow panels or trim to come into contact
with dissimilar metals such as copper, lead or
graphite. Water run-off from these materials is
also prohibited. This specifically includes
condensate from roof top A/C units.
END OF SECTION
DISCLAIMER: MBCI makes no warranty, express or
implied, as to the merchantability or fitness for any
particular purpose of any product manufactured by an
optional manufacturer. If you choose to use a product
manufactured by an optional manufacturer, as defined
herein, you take the product as is and at your own risk.
Descriptions and specifications contained herein were in
effect at the time this publication was approved for
printing. MBCI reserves the right to discontinue products
at any time or change specifications and/or designs
without notice and without incurring obligation.
To insure you have the latest information available,
please contact MSC/ or visit our web site at
http://www.mbci.com
! 0ia=1 1/4 :: 1ct 1~ [[] ! ·' ~-[4" ·2 ,;JlJ2, lf --~ ,·-2· I DETAlL A I Dio=1 1/4•~ 1-.-1 I 2 ,1W ,L2~8-~ ':SW i I I See Pion I I DETAIL 8 I I ~ :, lJ J FRAME LINE DIMENSJ~S r . "' I -;.. .. -'-C,O" ·1 jt ~ 8 A B ~ !I! ~I ,,.,._1n• _ j REVISIONS REV. I 0£SmPTION: 5 ~ ANCHOR SOLT SUMMARY --------Tatel Bend Qnt Loe Dia Len Len Prob (In) (In) (In) (lri ---------------------------O 16 --EW s1,s· 12.00 . J.oo· 3.00 181 20 RF 1 /4" 2B.00 4.00 3.00 ANOlCR Ba.T N0'1E!t ·· VAL.UES Q',Uj F'CIR BDm N«J NIOICIR. BCl.T T0TAl L.DiCJHS-«-~. I.EHG'Tltl llNLY. IT Ill ""lME RDPCJISIIIITY Qf lli£ IUJN1)A111J( OlaEJl ltl D£TEllllN: 1HCIE VAUJD SHC:E 1l£T NIE. A f\JNCTICH CJf aJICR!:lE S1!IDCilli AS IOl. "5 an-El rAC'ltlRS. ·;:::;_i::;;;:=-::: -:l.1:· -r~ o B ·' ... ...... C ~ i 'o s-' c'° .! f= "0 15 :r ..., QI . OL I B -;... ~ ANCHOR BOLT PLAN NOTE: All Bose Plates O 100'-0"(U.N.) !I! e B ~ I _ -----2§_'----lir_ DRA~G STAnJS DA TE 1 OM I DA 1E I a-!KR I APPD I FOR PERMIT ONLY n FOR CO,STRUCTION FOR APPROVAL OTHER. EXPLAIN ~ A A ~ I~ ,,,,11111111,, ,,,, CAR 111 ,,~ .. ~ o,;,,, ... , ~, ~,..... <.. ✓, §o ~.--1§. t~.(1:,,,,, ff <!(~~-ti~\ = lff~ l ' =\,~~-its/ ,,,,,'lrLEs u.1 ~~,,, ... , ,11 ll • ,,, ''""""''''' SOUTHERN STEEL BUILDINGS 3-419 MILL CREEK RO. CAINSVILLE, GA. 30501 PHONE I (no) 535-6737 FAX I {770) 535-0709 PRO..ECT I cs 100' x 112' x 2t'-3" I ANCHOR BOLT PLAN 10 01-0606 OESJGN: CW DRAFT: KJ a-lECK: KJ PRO..ECT OXFORD, NC. DATE: 6/29/01 SHEET 1 CF 7 ADORESS
""? GENERAL NOTES (1.) APPLICATION Of ENGINEERS S€AL IS FOR METAL BUILDING .ONLY ANO DOES NOT ~EPRESENT THE PROFESSIONAL OF RECORD. (2.) FOUNDATION DESIGN ANO C0NSTRUC110N ARE NOT THE RESPONSIBILITY OF THE MEiAL BUll.OlNG MANUFACTURER. (3.) ANa-!OR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/-1/s• IN BOTH tu'.'.VA TION AND LOCATION. (4.) THE BUILDING REACTlON DATA REPORTS THE LOADS v.HICH THIS BUILDING PLACES ON TI-IE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER TO SUPPORT iHE BUILDING R£ACTIONS IN ADDITION TO OTHER LOADS llilPOSED BY THE BUILDING USE CR OCCUPANCY ~iH RESPECT TO JOB SITE CONDITIONS. . (5.) ALL ANCHOR BOLTS TO BE AS1M SPECIFICATION A307 UNLESS OTHER'MSE NOTED. (6.) VALUES GIVEN FOR BENDS AND ANOiOR BOLT TOTAL l.ENGlHS ARE SUGESTED LENG1HS ONl Y. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DmRMINE THESE VALUES SNCE THEY ARE A FUNCTION OF CONCRETE SlRENGTH AS WELL AS OTHER FACTORS. WIND BENT REACTIONS Woll Col Ha. Ver. Anchor Bolt {k) {k ) No. Dia. ------------------------------F 2 1.sa ± 14.04 . 2 0.750 F 3 7.58 ± 14.04 2 0.750 A J 7.58 ± 14.04 2 0.750 A 2 7.58 ± H.0"4-2 0.750 ......., H ......., H Iv f v REVISIONS Bau Plate ~~ V.,d. Length ----------------8.00 24.00 0.50 8.00 24.00 0.50 8.00 24.00 a.so 8.00 24.00 0.50 ,---------------------------------t--COWMN LINE H H -Iv -fv FRAME LINE __ RIGID FRAME: ANCHOR BOLTS &: BASE PLATES fm, Col Alic. Bolt BoH Plate (in) . Grout Line Line NoO(ln) 'Md Len Tok (In) ----------------------------· 1 • A 2 1.250 10.00 18.88 0.500 0.0 1 • B 2 1.250 10.00 18.88 0.500 0.0 1 • From• lines: 1 2 3 4 5 RIGID FRAME: -BASIC COLUMN REACTIONS Frome Column ----Dead-----Collateral-----Live------WlndJ.1-----W!nd_R1-----Wind.J.2---Llne Line Horlz Vert Horlz Vert Hcrlz Vert Horlz Vert Horlz Vert Horiz Vert 1 • A 3.03 5.81 0.00 0.00 1g,93 28.00 -25.29 -26.78 -7.93 -22.08 -20.61 -15.97 1 • B -3.03 5.81 0.00 0.00 -19.93 28.00 7.9J -22.08 25.29 -26..78 J.24 -11.27 Frame Column --Wind__R2----SelsmlcJ.--Llne Llne Hertz Vert Hcriz Vert 1 • A -3.24 -11.27 0.00 0.00 1 • 8 20.61 -15.97 0.00 0.00 1 • Frame tines: 1 2 J 4 5 NOTES FOR REACTIONS Buildlnq reactions are based an the foUowlng buTidlng do.ta: ¥Mth (ft) = 100.0 Length (ft) -112.0 Eave Height (ft) = 26i[d3 26.3 Roof Slope {nse/12 ) = 1.0 1.0 Dead Loc.d (psf ) -= 0 Collateral load {paf ) = 0.0 Live Load (?,Sf J • 20.0 Snow Load (psf ) = 20.0 Yilnd Speed (mph ) = 80.0 Vttnd Code = NCBC 98 Exp~ - C Closed/Open = C Importance = 1.00 Se:emlc Coeff = 0.34 5. Loading conditions ore: 1 DL+co+LL 2 OL+Wl.1 3 DL+V!R1 DRA\IIING STATUS -Sefsmlc_R-----Live_R--Horlz Vert 0.00 0.00 0.00 0.00 Horlz Vert 9.97 6.82 -9.96 21.18 ,,,,1111111,,, ,,, CA ,,, ,,,~, l. Ro,,,,, -... , ; \. ~ ~::::-:--:: '(_ , .. /o~/~\t.SSIOAt :-.. ~'~ .. ~-~---T7~ ~~--.. , -:. : c;..f : , ~ = = : fl~~ : = \~ffiiliti ,,,,,,'ftl£s 'N t~,,,,,~ 111111 I Iii I\;\\\\,,,_·· SOUTHERN STEEL BUILDINGS 3419 MILL CREEK RO. GAINS'.1LLE, GA. 30501 F'HOtiE # (no) 535-6737 FAX # [phone]S REV._L DESCRIPTION: DATE I Dn.R I DATE I a«RI APPD PRo.£CT j CS 100' X 1tr X 'JJf-J'" ( ANCHOR Ba.. T REAC110N ID 01-0606 DESlGN: CW DRAFT: KJ CHECK: KJ f1 FOR CONSTRUCTICN FOR PERMIT ONLY FOR APPROVAL I I .... -. I I I I I I OlHER. D:PI..AIN PRO..ECT OXFORD, NC. J)~lE: 6/29/01 SHEET 2 OF 7
,· SPLICE. BOLTS Splice Mark Sp-1 Sp-2 Sp-3 Top Of Plate Ont Typ Dia Len 6 A-325 1.000 3.00 4 A325 1.000 3.50 4 A325 1.000 3.50 Bottom Of Plate Qnt T'r'P Dia Len 4 A325 1.000 3.00 4 A325 1.000 3.50 4 A325 1.000 3.50 VF"LANGE BRACES: Req~d Both Sides Unless Noted F8xxA(1): xx=inches, (l)=one side only A -L2X2X14G 8 -L2X2X1/8 -;--;£' 25'-7" -26 Ga. PBR, Galvalume MDl8ER SlZE TABLE 7in -~ PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE I START /END THICK LENGTH w X T X LEN w X TX LEN RF1-1 I 18.0/28.o 0.250 71.3 10 X 3/8" X 240,Q 10 X 1/2" X 240.0 28.0/55.0 0.250 240.0 10 X 3/8" X 66.6 10 X 11/2" X 27.3 10 X 1/2" X 6.3.6 RF1-2 I 42.0/15.5 0.250 231.4 6 X 3/8" X 239.9 6 X 1/r X 2.33.0 15.5/14.1 0.250 12.0 6 X 11/2" X 12. 0 RF1-3 I 14.0/17.3 0.134 240.0 6 x 3/8D X 240.0 6 X 5/16" X 240.0 17.3/18.0 0.134 54.0 6 X 3/8" X 54.0 _ 6 X 5/j_6" X 52.5 _1 1£ 25•-3" a ',t71l-1--.1 w. 112' 2s· 3" 1t-,--N 1'J =---U-i-,1'-0'' 1·-0~ -W.i" _.. -25'-7" , ·1t-t-9 SP@ 5'-0" 9 SP@ 5'-0" ll ,.., I c.o N 41" 12 8" I I : I I I I I I I I I I I I A fl .... I ll ,q-Q) ..... (,J C LO e I 0 °N Q) NU 4.'-7 7/8" FB~~) __ FB _:s~1) _ __FB~1) __ RF1-3 RFl-3 Q) (,J C C NO I 5 co ~ N CJ 89'-4 1 /4" Clearance 100'-0" OUT-TO-OUT OF STEEL BUILDING CROSS SECTION FOR FRAME LINE 1 2 3 4 5 REVISIONS DRAWNG STATIJS F836S(1) ,,,,1111111,,, ,,,~..\ CAR111' ,,, 't \ ,,, ,''i:--·-··· 0.( ,,, /o~-.. ..-~'it.SS/o~---.• ~'';;. ?<l ~fti?u<'\-Yl :: -i-~· --v ~ i t t~~8 } ~ -. . --:. \ . il .: ~ -\ ~-:~ .. \:f,?~~i-(§,~/ ,,,, 'l. fS W ~~ ,,,, ,,, . ,,, ''"""'"''''' r ~,q-g C .. • 0 N Q) NU .... I a. en .,-1 .,-'el 4'-7 7 /8" F 1"h.. 12 SOUTHERN STEEL BUILDINGS 3419 "4ILL CREEK RO. GAINSv1LLE. GA. 30501 PHONE I [phone] FAX I [phone] It I") ·' co N H FOR CONSTRUCTION I I I DA TE I DTLR I DA TE I OiKR I APPD I FDR PERMIT ONL 'I' . .. -··. . FDR APPROVAL OTHER. EX?lAI N REV. I DESCRJPTION: PROJECT I cs toa" x 112' x :ze'-3" RIGID FRAME PLAN ID 101-0606 DESIGN: CW I DRAFT: KJ I CHECK: KJ PRO.£CT I OXFORD. NC. DATE: B/29/01 I SHEET 3 CF 7
GENERAL NOTES: (1.) "THE CABLE BRACING LENGTHS SPECIFlED FOR ROOF ARE LONGER THAN ~EQUIRED, FJELD VERIFY PROPER LENGTHS AND FJELD CUT BEFORE ASSEMBLY. < V, ('I I ~ . ,< C IJ.. I c:: ~ ul IJ.. 0 0 c:: 2a·-o· E-1 P-1(T:,p) RF1-2 2s·-o· E-1 P-1(T:,p) +-Ill 'Tw., -t: :tz -P-?(T~n, 31 111 P-1l,,,., P-1(T:,p) RC-R E3 (38) pt) ~ . ,< C LI. I c:: . ::) ~Ill ~ c:: SPECIAL-SOLIS o ID · fQUAN TYPE DIA LEN WASH 1 ~ -I 4 ~A307 _ l72 LJL.4: 0 ROOF MEMBER TABLE MAR~ PAfH I -------U-l'rGTH p..:.,---~X25Z13 31'-1 1/2 P-2 8X25Z16 33'-3 1/2" E-1 8E14 27'-11 i/2" CB-1 0.375CBL 34'-2" CB-2 0.312CBL ..... 34'.;;;.4" .,.,..,.,.1 •,. IS PURUN LAP E-1 E-1 E-1 2'-1 3 --Y-1 3/4· ROOF FRAMING PLAN REVISIONS REV. I DESCRJPTION: Rf1-E-1 RFl-1 DRA\\ING STATUS M FOR CONSTRUC110N DA TE I DllR I DA TE I CHKR I APPD I FOR PERMIT ONLY FOR APPROVAL OTHER, -·· EXPLAIN 'I-,. .l'iii' 1()1") N'-J • l"l • I 'iij' 1()1"1 c,j'-J . I') .l'iii' . ,t)I') ("l'-J r-,. ,,... in~ ("l'-J ROOF SHEETING PANELS: 26 Ga. PBR GaJYOlume ,,,,111111,,,, ,,,,,, CAA ,,,,,, ,, -<'..\ 0 ,,, . ,, I..'\\ .......... ., / "',, ,, A _...-SS -..._ ~/, , ~Qv....: .. (.)'tt. IO,t ·-.~~ !~;.■-~;;~2t.--lJ7l = :VCs~~" : = - • 8 : -= i ~2~-i· :::: ~ \ ?. ~ - • -I.:::,,._ ' ~ .. . /.-...;;: ... \%·lf.in t.(J._~<:;,~/ '~,~...-?, l'--~~ i' 11 <c,S W '-,\' ,,, . ,\, -_,,,,,,,1111111''. . SOUTHERN STEEL BUILDINGS ~19 MILL CREEK RD. GAINS\1LLE, GA. 30501 PHONE # (no) 535-6737 FAX I (no) 535-0709 PRO..ECT I cs 100' lC 112' x 28'-3" ROOF FRAIAING PLAN ID 101-0606 DESIGN: CW I DRAFT: l<J I 01ECl<: l<J PRCl..ECTI OXFORD, NC. DATE: B/29/01 I SHEET '4 OF 7
2s·-o• f 28'-o" f 2s·-o· R:1R~ f~~ .. ( 5 ) FL-1BDX20 & ( 1 ) FL-18DX12 ( 6 ) FL-31AX10 & (6) f1.-31IX16 E-1 E-1 .® ...E=.1. WF-2 1.-~ 'Y 2e'-o" E-1 l GENERAL NOTES: (1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED lHAT DIAPHRAGM PANEL ACTION IS SUFFlCIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. ~:tR~ f~~ ..., ·' ID N ~"--- - - - - - - - - - -U-- - - - - - - - - - -_u,:_ - - - - - - - - - - -_,;:,JJ __ - - - - - - - - - - -LL.J---.J. 2s·-o· R:lR~ f~ F-1 I ~ ~ RF1-1 RF1-1X RF1-1X 2 ~ SIDEWALL FRAMING & TRIM: LINE A TRIM COLOR -NEED COLOR 2e•-o• F-1 WF-~ 112'-0" OUT-TO-OUT OF STEEL ( 5 ) FL-180X20 & ( 1 ) FL-1l!DX12 ( 6 ) fl 31AX10 st (6) fl 3JIXJ6 @ ~, ~ 28'-0" E-1 4 28'-o" F-1 ~tR~ ~~~ ::7 ia N L-~ - - - - - - - - - - -.11=. - - - - - - - - - - --u,_ - - - - - - - - - - --..U-- - - - - - - - - -_ll....J ____ ... MEMBER TABLE FRAME LINE A & F MARK I PART WF-1 I W24651 WF-2 W24841 F-1 RF14 LENGTH 24'-7 23'-10 5/8" ?7'-11 17?" IH HI I RF1-1X RF1-1X RF1-1 SIDEWALL FRAMING & TRIM: LINE F TRIM COLOR -NEED COLOR DRAYtlNG STATUS f 1 FOR CONSTRUCTION I I OR t~~: ,~~I~~: I ~KRI ~:01 f ~~~~~~y REVISIONS REV. I DESCRIPTION: 1 REVISED FOR CONSTRUCTION SOUTHERN STEEL BUILDINGS 3-419 Mill. CREEK RD. CAINSVILLE, CA. 30501 PHONE # (no) 535-6737 FAX # [phone] PROJECT I cs 100' x 112' X 211'-:t' ID 101-0606 PRO.ECT I OXFORD, NC. ADDRESS SIDEWALL FRAMING & TRIM DESIGN: CW I DRAFT: KJ I CHECK: KJ DATE: 6/29/01 I SHEET 5 DF 7
A 100'-o" OUT-TO-OUT OF STEEL F 20·-o· ® 20'-o· C) 20'-o" (D 20·-o· E 20·-o· FL-168 A1· ( 2 ) f1.-180X20 Ac ( 1 ) f1.-18DX11 12 C I I ( 2 ~ l FL-!oox, -----r------~---------------o & C,) Fl-1eox11 ~ --. ,., .I ~ I ---1 -----' ---------' 7 I I ,, I I OPEN" I I I I I I I I I I I I '--L-----------------------------------------~ A,· 12 • ,., I ~ ..--ENDWALL FRAMING & TRIM: FRAME LINE 1 TRIM COLOR -NEED COLOR ® 100'-o" OUT-TO-OUT Of" STEEL @ E :o) (c 8 20'-o" 20'-0" 20'-0-20·-o· 20•-o· ( 2 ) FL-160X20 & ( 1 ) FL-160X11 FL-168 r:::=I c 2 ) Fl-1eox20 a: c 1 ) n-1eoxi1 C: :::::i RA , r-----------------------1 .., ------' -------! -----' 7 I I I " OPEN " I I I I I I I I I 1·"D.., 12 1·"D.., 12 ,., .I ~ • ,., I ~ L I -----I ____________________________________ J _ _.-1. ENDWALL FRAMING & TRIM: FRAME LINE 5 TRIM COLOR -NEED COLOR REVISIONS REV. I DESCRIPTION: DA TE I DllR I DA TE I CHl<R I APPD 1 I REVISED FoR CONSTRllellON ,-If JKfl< f 7-9 I KJ I cw GENERAL NOTES: (1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECllON DRAWINGS IT HAS BEt:N DETERMINED n-lAT DIAPHRAGM PANEL ACTION IS SUffiCIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL ANO ROOF PANELS ARE INSTALLED. 1•-.1~ !1,~~ST~ON FOR PERMIT ONLY FOR APPROVAL OTHER, EXPLAIN SOUTHERN STEEL BUILDINGS 3419 MILL CREEi< RO. GAINS\/111.E, GA. 30501 PHONE I (no) 535-6737 FAX /J (770) ~JS-0709 PROJECT! cs 100' X 112' x 211'-3" I ENOWAU. FRAMING I: TRIM ID 01-0606 DESIGN: CW DRAFT: KJ CHECK: KJ PROJECT OXFORD, NC. DATE: 6 29 01 SHEET 6 Of 7 .ll'\rl0,:-CC:
END OF BUILDING-j ~~~ r::;;;..._ ROOF PURLIN TD EXPANDABLE ENDw'ALL ~ RIGID FRAME SIDE'wALL COLUMN II ANCHOR TI dL: I BOLTS ~ BASE PLATE PLAN ELEVATION @ ANCHOR BOLTS AT SIDE~ALL COLUMN .,,_ ""-';._ ROOF F'URI...IN FLANGE BRACE <IF RE:Q) SEE FRAME CROSS PC-1 Clf REQ) SEE ROOF" FRAMING DR LDCATI 0 0 FLANGE EXTENSION I ROOF PURLIN TO j 4 EAVE STRUT TD SECTION FDR LDCATI□HS IG RIGID FRAME RIGID FRAME 'wEB EXTENSION BEYOND FLANGE IS ~ OPTIONAL FDR TOP L BOTTOM FLANGE. ~BOLTED END PLATE RAFTER SPLICE ~---i____T!F BOLTS, SEE o R o I ____r-I.1RAw'ING FDR SIZE, o II o I -INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS ~--, GREATER THAN FOUR, ' ::iITTTOH BOLTS, SEE ___r-DRAw'ING f□R SIZE, EXTENSION BEY□r-t1l FLANGE IS OPTIONAL, AT TOP I. BOTTOM, ~BOLTED END PLATE CONNECTION ~ AT BUILDING PEAK SLOT IN w'EB . TO INSE -HILLSIDE 'JASHER AND EYEBOLT NUT FLAT 'w'ASHER . CABL\~~/ II ~~k~ 1... . ·'\._FL-o:.(oc-GRIP @ DIAGONAL CABLE, EYEB□L T END BOLTED END PLATE TOP FLANGE w'EB BOTTOM FLANGE o 0 1 --,_ TOP BOLTS, SEE ____r-DRAw'ING rOR SIZE. o II o I --INTERMEDIATE BOLTS, THE "-IMBER Or T!F OR BOTTOM BOLTS GREATER THAN rm& ~ ---i____ BOTTOM B□L TS, SEE oc5j____r-DRAw'ING r□R SIZE. @ BOLTS FDR RAFTER TD COLUMN CONNECTION ~~~~:\ ~--_ {:fl□~-GRIP NUT EYEBOLT SLOT IN 'w'EB TC INSERT HILLSIDE · VASHER·L EYEBOLT DIAGONAL CABLE EYEBOLT END \\\III II II I/ It 1111 ,,,,,~~ C~o'',,,,,,., f'o<?:-~.---·ws,a~r:1,\ ~~..-~if<.' \Y=. : i s I\ •• = ~ ,~~zl..8 , ~ l 11/0. i~f \~ clfG N~\.i..-~~f .. ,.., ~~ ··<\.~ ,~' ,,,,, lEs W 1t_,~-_,,,' ,,,,,,,,, 1111; '" ,,, SOUTHERN STEEL BUILDINGS 3419 MILL CREEK RD. GAINS'v1LLE, GA. 30501 I REVISIONS . ----. I DRAYIING STAT\.iS FOR CONS'ffiUCTION REV. , ~PTION: , DATE I DTI.R, DATE i a-tKRI APPD !1 FOR PERltllT ONLY PHONE # (no) 535-6737 r/v(. I (770) 5.l5-0709 PROJECT I cs 100' x 112' x '$-Yo DETAILED SECTION ID 101-0606 DESIGN: CW I DRAFT: l<J I OiECK: KJ FOR APPROVAL OTHER, EX?l.AIN PROJECT I OXFORD, NC • . AD.DRESS DATE: 6/29/01 I SHEET 7 OF 7
CONCRETE LINE 1-112·1 I -STEEL LINE _J_ PROJ. 1-1/2 T CONCRETE NOTCH AND ANCHOR BOLT PROJECllON ~--Im~ BASE AHCLE Willi SHEET NOTCH CNQ JBIM) , vr ,...,~I t11 ht ,.a._ ~J u tjl L= TYP. O.H. DOOR RECESS DETAIL · BASE ANGLE WITH SHEET NOTCH DETAILS ( SHEET NOTCH,· TRIM, F.O. DETAIL ) CONCRETE LINE STEEL LINE _1_ Lv CONCRETE NOTCH AND ANCHOR BOLT PROJECTION ~-BA£llllll -...J-11 (~t:f) ~ BASE ANGLE YdJH JBIN C NO NOTCH) FN9EIF\DCII ' I T ... i' i El&VA110N 1-vr I 1:--~•:• -:JiLJ.,;1..,. vr r~ ,.a._ ~LI n ~, ~ TYP. O.H. DOOR RECESS OET AIL BASE ANGLE / BASE lRIM NO NOTCH DETAILS ( SHEET NOTCH, lRIM, F.O. DETAIL ) CONCRETE LINE STEEL LINE _1_ Lv CONCRETE NOTCH AND ANCHOR BOLT PROJECTION MJ.IWE. -TIN BASE JBIM C NO NOTQ1} 8' -l'UICII t • t ( / n.EVAllal 1-1;:r[f-"·~.-··: •. :;) 1/r' . ··•·•· . -y t11 ltt ,.a._ ~1 ~u_1t ~ TYP. O.H. DOOR RECESS DETAIL BASE TRIM / NO NOTCH DETAILS ( SHEET NOTCH, TRIM, F.O. DETAIL ) 38" NOMINAL CO',f:RAGE 12· J2" ~ 'T 12" ~ -3-1/2" ISX2~ • 2-1/2" {C~~·-a• CEE 1 OX35C • 3-1/2" 10X25C • 2-1/2" 10• CEE 12X3l!C • 3-1/2" 12X25C • 2-1/2" 12• CEE 36" 12" =r 3/4" =r 3/4" 12· 6" I 6" ~ 12--5/16" I ... ~ I--, 1· "PBR• ROOF PANEL "A" DET~ fASlENER PANEL fMJENER SPACNi AI NTERIIEQ!ATE PURUNS r· 1 8" 1 •· 1 ,. 1 ··1 e" 1 ··1ROCF fASID,ffl PA/IQ. fASTDjER Sf'AON<i AT £AYE STRUTS EN[J.APS. BASE, ANO RDC£, SlTTCH fA.S"fD,IERS ~TAPE ll>STIC 24 0/C __/ • "---~ ROOF" I WAU. "PBR" & "R" PANEL ATTACHMENT •R• ROOF LWALL PANEL 24" NOMINAL J::_QVERAG M 1-1/2" 1-112· \_ 1 f :IJ~ ✓_J.... 19 (bJ/8" si,,I '3/e .. sre-~ NOTE: ROCF PANEi.. REFER TO M.8.C.I. ULTRA-DEK TECHNICAL MANUAL FOR FASTENING INSTRUCTIONS. IMPROPER INSTALLATION VOIDS WARRANTY 'A' WALL PANEL ~ -3-1/2" IIX25Z • 2-1/2" . ID H a• ZEE 10X3!5Z • 3-1/2" 10X2!!Z • 2-1/2" • C H 10• ZEE 12XJllZ • 3-1/2° 12X2llZ • 2-1/2" H .. N ... 12• ZEE v-3/4" v-3/4" v-3/4" fOR ROOf PITCHES 2 3/4• 2:12 lie BELOW H :. L__J ::r •1•· w:.....i a· x 5" x 2-JL 4" EAVE STRUT :C::C::C::c: gggg 0.. 0.. 0.. 0.. 2-3/4" H NNNN --..-.....-~~inci:i • • • ~ .. ~.~ .-.-LO I I I I 110 110 110 a, 0-. [LJ::r•1•· ~ ? X 5 X 2-3/4" EAVE STRUT fOR ROOF" PITCHES 2:12 ,c eaow !S" i--1 .rr ID _ J3/4" ~ a• X 5" X s• EAVE STRUT 38" NOMINAL C~RAGE ~,-I 4• ~--;::::.~--,::., "M" WALLLLINER PANEL PURUN.-f 5-1~ 1 -1/2" X 1-1/4" A-307 BOLTS 4 -1/2" X 1-1/4" lw-325 BOL.l'S RAKE~ DE CLOSURE RAFTER PANEL COLDFORM ENDWALL WITH CEE RAFTER AT TOP OF COLUMN RH<E ~ STITCH SCREW < 12" O.C.> PURU 2-1/2" X 1-1/4"· lw-325 BOLTS / .. ,. ZEE RAF'IER /W>J.J.. PANEL ENDWAU. COWMN COLOFORM ENDWALL WITH ZEE RAFTER • a • I • t • f\M9E BIW:[ ~. (FIEtD) i 2' 3-1/2" ( LONG lAP ) ( II BOLTS , PATTERN "A' i 4' .J-1/2" 2' 1-3/4• 2' t-3/4" • I • ·1 • ·• • • e I • I I • FJMCE ~ ( F IEfo) 4' 3-1/2" ( MAX I.JP ) ( II BOLTS ) PA TT£RN "A" i ~ ;J-1/2" :r 1-3/4" Y' 1-3/4' • I • I • I •It t • I I• I • I • • I ••t• fJM!iE DIY!CE,,,,, ~~ / 11'TAL LAP (FIG"D) . ~ (T'l1'.) JOB: g• 3-1/2" ( SUPER LAP ) ( ! BOLTS ) PATTERN "B" 01 8194 OF 1