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BUI DING SYST P.O. BOX 1316 - BATESVILLE MS - 3860
<br />LLC
<br />MS.I
<br />(662) 563-4574 - (662) 563-1142 (FAX) - ACIBUILDINGSYSTEMS.COM
<br />For Customer Service
<br />customerservice@oci bu i ld ingsystems.com
<br />662.563.4574 x 298
<br />BUILDING SPECIFICATIONS
<br />The building system shown on these drawings has been designed and detailed for the loads and conditions
<br />stipulated by the letter of certification, and these drawings.
<br />Any alterations to this building system, removal of any of its components or parts, modification of the intended
<br />end -use, modifications in cladding or any other deviations from the original conditions for which the building
<br />system was designed may be done only with the written approval of a registered architect and/or a registered
<br />professional engineer, as applicable. The metal building manufacturer (MBM) will assume no responsibility for any
<br />of the changes mentioned above if performed without prior written approval by the MBM.
<br />This building system has been designed per the MBM's standard design and manufacturing practices, the governing
<br />building code, and the applicable editions of the building code referenced AISC, AISI, ASCE, and AWs standards.
<br />This building system has also been designed in accordance with all applicable provisions of the latest edition of
<br />MBMA Metal Building Systems Manual. In applications including structural steel deck and steel joists, the code
<br />referenced editions of applicable SDI and SJI standards, respectively, were also applied.
<br />The MBM does not design or check ventilation or energy conservation systems for the building system supplied ad
<br />is rat responsible for the adequacy of specified ventilation and energy conservation components. The End User
<br />should insure that adequate provisions are made for ventilation, condensation, and energy conservation regyirenants.
<br />The MBM is not responsible for the design, materials and workrra ship of the foundation, or the anchorage of the
<br />building system to the foundation. Anchor bolt plans prepared by the MBM are intended to show only location,
<br />diameter, and projection of anchor bolts required to attach the metal building system to the foundation. The END
<br />USER is responsible for engaging the services of a licensed Professional Engineer to perform foundation and
<br />foundation anchorage design.
<br />The Professional Engineer designinng the foundation shall determine the adequate anchor bolt material type and
<br />grade, anchor bolt embedment, and any anchorage reinforcement to accormmodate the given anchor bolt locations,
<br />quantity, and diameter.
<br />Unless noted otherwise an the Letter of Certification, the building system by the MBM is exempt from the ASCE
<br />7 stipulated seismic drift limitations. The END USER shall insure that all the interior and exterior attachments
<br />and cladding by others are designed to accommodate seismic drift.
<br />The MBM does not investigate the influence of its metal building system on existing buildings or structures. The
<br />END USER shall engage services of a licensed Professional ENineer to evaluate whether such buildings and
<br />structures are adequate to resist snow drift loads or other conditions as a result of the presence of the Metal
<br />Building System. The materials used in fabrication of primary and secondary steel framing members, as well as
<br />related accessories are shown below with their corresponding ASTM designations. When the compliance with the
<br />building code mandated edition of the AISC Seismic Provisions is required, only materials approved by those
<br />provisions are used.
<br />Built-up Section Flanges (Fy , 55 ksi); A52% A572 or A588;
<br />Built-up Section Webs t Correction Plates (Fy = 55 ksi); AI011, A572 or A588;
<br />Hot -rolled W-shapes (Fy = 50 ksi); A992 or A572;
<br />Hot -rolled C and L-shapes (Fy - 50 ksi); A529 or A572;
<br />Hat -rolled Rods (Fy s 55 ksi); AIOB or A572;
<br />Cold -Farmed C, Z, and FS shapes (Fy - 55 ksi); AI011 or A653;
<br />Panels, A792 or A653, Gr. 50 for Gar. 24 and thicker, Gr. 80 for others;
<br />HSS Round; A500 Gr. B (Fy = 42 ksi)
<br />HSS Square/Rectargular; A500 Gr. B (Fy - 46 ksi)
<br />Cables, A475
<br />Eyebolts (Gr. 55); A108, or A672
<br />Washers, A536
<br />Hillside Washers, A48
<br />Structural Bolts, A307 Gr. A, A325 Gr. C, A490 Gr. DH
<br />(used as noted in next section)
<br />Unless noted otherwise and except for crane support system corrections, all bolted joints shall be snug -tightened
<br />in accordance with the latest edition of Specification for Structural Joints Using ASTM A325, or A490 Bolts
<br />(RCSC). All joints in crane support system application shall be pretensioned as required by RCSC. All primary
<br />frame bolted connections use A325 bolts, unless noted otherwise. All end -plate canections in cold -formed steel
<br />frames use A326 bolts, unless noted otherwise.
<br />All primary structural members have been painted with the minimum of one coat of iron oxide inhibitive primer.
<br />All structural steel members have been painted in accordance with Steel Structures Painting Council Specification,
<br />SSPC No. 15.
<br />Shop and Field inspections and associated fees and expenses are the responsibility of the contractor, unless noted
<br />otherwise.
<br />ACCG°3EORTED
<br />AC4 72
<br />METAL BUILDING MANUFACTURERS ASSOCIATION
<br />BUYER or CONTRACTOR RESPONSIBILITIES
<br />The BUYER or CONTRACTOR must secure all required approvals and permits for this project from the
<br />appropriate agencies in full compliance with all applicable local and state laws and regulations. In accordance with
<br />the Sec. 4.4.1 of the latest edition of the AISC Code of Standard Practice and the MBMA Common Industry
<br />Practices. Approval of these drawings and calculations (if applicable) constitutes on agreement that the MBM has
<br />correctly interpreted the requirements of the contract building drawings, specifications, and all other contractual
<br />reapirements.
<br />In accordance with Sec. 3.3 of the latest edition of the AISC Code of Standard Practice, where discrepancies
<br />exist between drawings provided by the MBM and the drawings provided by the other trades, such as
<br />architectural, electrical, plumbing, and others, these drawings provided by the MBM shall govern.
<br />The BUYER or CONTRACTOR is responsible for the erection of the entire building system and all associated work
<br />pertaining thereto in accordance with the MBM's 'For Construction' drawings. Drawings not marked 'Far
<br />Construction' SHALL NOT be used in the erection of the MBM's building system.
<br />In accordance with Sec. 7.10.3 of the latest edition of the AISC Code of Standard Practice, temporary supports
<br />such as guys, braces, falseux rk, shoring, and other elements necessary to safely erect the building system and
<br />prevent structural and other damage to the building system shall be determined and fumished by the erector.
<br />The structural building system provided by the MBM is designed for service conditions in accordance with the
<br />building code. The BUYER or CONTRACTOR shall erect the system in a manner that insures that the loading
<br />conditions an the structure during service are not exceeded in any part of the structure throughout the erection
<br />Process.
<br />Unless noted otherwise, the MBM shall not be responsible for the design of any elements of this project not part
<br />of the structural building system provided by the MBM. The BUYER or CONTRACTOR shall be responsible for
<br />taking appropriate steps to insure that such elements are properly structurally designed and constructed.
<br />It is the responsibility of the BUYER or CONTRACTOR to observe and apply all pertinent OSHA and other
<br />mandatory safety provisions.
<br />The BUYER or CONTRACTOR is responsible for the inspection of all of the MBM's shipment when received. Any
<br />claims of non -received items must be reported to the MBM in writing within 5 business days. In order to
<br />maintain the quality guarantee aid to qualify for reimbursement, any field modifications of any reported defective
<br />item may not be perfumed without a prior written endorsement by the MBM.
<br />THE MBM shall not be held liable for any claim whatsoever, including, but not limited to, labor charges or
<br />consequential damages, resulting from the BUYER or CONTRACTOR/Erector's use of defective or incorrect
<br />materials that can be detected by visual inspection.
<br />THE MBM is not responsible for material damaged in unloading or for packaged or nested materials, including, but
<br />not limited to, fasteners, sheet metal, 'C' and 'Z' sections, and covering panels that become wet and/or are
<br />damaged by water while in the possession of others. Packaged or nested materials than become wet in transit
<br />shall be unpacked, unstacked and dried by the BUYER or CONTRACTOR.
<br />With respect to all other building system erection aspects riot mentioned above, the BUYER or CONTRACTOR shall
<br />comply with the Sec. 6 of the MBMA Common Industry Practices. For any aspects of the erection riot covered by
<br />the MBMA Gammon Industry Practices, the provisions of Sec. 7 of the latest edition of the AISC Code of
<br />Standard Practice shall apply.
<br />SPECIAL NOTES
<br />I: Girts are not allowed to be cut for field located framed openings unless approved by the engineer. Also, field
<br />located framed openings may cause girt sizes to change From original design.
<br />2: This building has been designed for a wind speed of 140 mph. It has been designed assuming any/all glazing will
<br />be protected per the FBC 17 building code such that the building will remain classified enclosed. The design of the
<br />glazing and protection is not part of ACI Building Systems, LLC's scope of work.
<br />3: The design, supply, and installation details for door for framed openings) are by others.
<br />4: For mandoors supplied by ACI, we sheet EPII of II for manufacture and installation details.
<br />Cffy CW Zx" l I<.IS
<br />KJTLMMG OM I 1I ,_ S�o
<br />Keith Shedd
<br />2020.06.18
<br />17:09:19-051001
<br />DESIGN LOADING
<br />This structure is designed utilizing the loads indicated and applied by the
<br />Florida Building Code 2017, 6th Edition
<br />It is the contractor's responsibility to confirm that these loads comply with the
<br />replyirements of the local building department.
<br />Specific Loads: See structural calculations and foundation reactions.
<br />II Building Risk Category
<br />2 psf Dead Load
<br />20 psf Roof Live Load
<br />YES Live Load Reduction Allowed?
<br />3 psf Collateral Load
<br />0 psf Ground Snow Load, Pg
<br />1.00 Snow Importance Factor, Is
<br />140 mph Ultimate Wind Speed 108 mph Nominal Wind Speed
<br />78 mph Serviceability Wind Speed 10 year Serviceability Wind Return Period
<br />B Wind Exposure Category
<br />t 0.18 Internal Pressure Coefficient, GCpi
<br />Enclosed Wind Closure Category
<br />1.00 Seismic Importance Factor, le
<br />0.068 Mapped Spectral Acceleration for Short Periods, Ss
<br />0.034 Mapped Spectral Acceleration for 1-5ec Period, Sl
<br />N/A Seismic Use Group
<br />B Seismic Design Category
<br />0.0240 Seismic Response Coefficient, Cs
<br />0.072 5% Damped Spectral Acceleration for Short Periods, SDS
<br />0.054 5% Damped Spectral Acceleration for I -Sec Period, SDI
<br />D Site Class
<br />3 Response Modification Factor, R-frames
<br />3 Response Modification Factor, R-bracing (F-SW) 3 Response Modification Factor, R-bracing (B-SW)
<br />0.02 W Design Base Shea- 1.4 kip Longitudinal Base Shear 1.4 kip Transverse Base Shear
<br />Equivalent Lateral Force Analysis Procedure
<br />Systems not specifically detailed for seismic resistance. Seismic Resisting System: Transverse (Rigid Franc)
<br />FLORIDA
<br />APPROVAL NO.
<br />LOCATION
<br />TYPE
<br />NUMBER
<br />ROOF
<br />PBR
<br />73%.6
<br />SIDEWALL
<br />PBR
<br />73g5.2
<br />ENDWALL
<br />PBR
<br />7395.2
<br />DOOR
<br />140mph
<br />12873.2
<br />ENGINEERING SEAL
<br />This certification covers parts
<br />fabricated and delivered by the
<br />manufacturer only and excludes
<br />parts such as doors, windows,
<br />foundation design, and erection of
<br />the building. Sealed drawings do
<br />not constitute an agreement that
<br />the signed engineer is acting as
<br />the engineer of record for the
<br />overall project.
<br />BUELD—ING "A"
<br />BS>CITi SIMD
<br />459 WOODLAND RD
<br />BATESVRL11, MS. 38606
<br />P'� 4130 4
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<br />��`, �.•�\G E•N S�,:• Phis item has been clectroniealk
<br />signed and sealed bt Keith Y. Shedd.
<br />• No 48014
<br />• P.E. using a Digital Signatwre and
<br />date. I'rinled copies oY this document
<br />0 — are not considered signed and scaled
<br />•. STATE O F lC! : and the signature must be v eritied on
<br />• 4U am electronic copies.
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<br />JOB NUMBER :
<br />E320 —1231— 01
<br />DWG NUMBER C
<br />CS1 of 1
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