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IBC DESIGN LOADING AND SEISMIC DATA
<br />This structure is designed utilizing the loads indicated and applied by the
<br />FBC 14 - 5TP EDITION
<br />It is the contractor's responsibility to confirm that these loads comply with the
<br />retFireme nts of the locat 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 />5 psf Collateral Load
<br />0 psf Ground Snww Load, Pg
<br />1.00 snow importance Factor, Is
<br />140 mph Ultimate Wind Speed 108 mph Nominal Wind Speed
<br />78 mph Serviceability Wired Speed 10 year Serviceability Wind Return Period
<br />B Wind Exposure Category
<br />t 0.16 internal Pressure Coefficient, GCpi
<br />CL Wind Closure Category (OP = Open, PC = Partially Enclosed, CL = Enclosed)
<br />1.00 Seismic Importance Factor, le
<br />0.068 Mapped Spectral Acceleration for Short Periods, Ss
<br />0.034 Mapped Spectral Ameleratian for 1-Sec Period, Sl
<br />WA Seismic Use Group
<br />A Seismic Design Category
<br />0.0100 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 />0 Response Modification Factor, R-frames
<br />0 Response Modification Factor, i2-bracing (F SW) 0 Response Modification Factor, R-bract (6_SW)
<br />0.01 W Design Base Shea- 1.9 kip Longitudinal Base Shear 2.0 kip Transverse Base Shear
<br />Unit Lateral Farce (R-0.01*14) - Analysis Procedure
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<br />SPECIAL NOTES
<br />1: This building has been designed for a wind speed of 140 mnh. It has been designed assuming any/all glazing wi 1
<br />be protected per the FBC 14 - 5TN EDITION building code such that the building will remain classified enclosed.
<br />The design of the glazing and protection is not part of Metal Building Manufacture's scope of work.
<br />2: The design, supply, and installation details for door for framed ope ir>g(s) are by others.
<br />3: Use std Ft approval numbers for, roof and mall panels listed below.
<br />Location Panel Type FL No.
<br />Roof PBR 7396.E
<br />Sidewalls PBR 7395.2
<br />Endwalls PBR 7395.2
<br />4: As shown on ACI Building Systen's drawings, wall areas labels! as "By Others° are constructed from self
<br />supporting reinforced CMU masonry. No lateral support is provided for the CMU wall. ACI Building Systems
<br />assumes no responsibility for the design or connection of any spandrels designed and supplied_ by others.
<br />Attachment of wall material. to ACT's steel is the responsibility of others and ACI assumes no responsibility for any
<br />attachments unless explicitly called out on ACT's drawings that the connection is "By AC[".
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<br />BUILDING SPECIFICATIONS
<br />CONTRACTOR RESPONSIBILITIES
<br />The building systemshown on these drawings has been designed and detailed for the loads. and conditions
<br />The contractor must secure all required approvals and permits for this project from the appropriate agencies in
<br />stipulated by the letter of certification, and these drawings.
<br />full compliance with all applicable local and state laws and regulations.
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<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 m be done only with the written approval of a registered architect and/or a registered
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<br />professional engineer, as applicable. The metal building manufacturer (MBM) will assume no responsibility for any
<br />In accordance with the Sec. 4.4.1 of the latest edition of the AISC Code of Standard Practice and the MBMA
<br />Commas Industry Practices, an approval of these drawings and calculations (if applicable) constitutes an
<br />agreement that the MBM has correctly interpreted the requirements of the contract buildin " drawings,
<br />g y pr � g
<br />specifications and all other contractual requirements.
<br />of the changes mentioned above. if performed. without prior written approval by the MBM.
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<br />In accordance with Sec. 3.3 of the latest edition of the AiSC Code of Standard Practice, where discrepancies
<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 />exist between these drawings and the drawings provided by the other trades, such as architectural, electrical,
<br />plumbing, and others, these drawings provided by the MBM shall govern.
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<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 />The contractor is responsible for the erection of the entire building system and all associated work pertaining
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<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 and
<br />thereto. in accordance with the M5M's 'For Construction" drawings. Drawings not marked "For Construction" shall
<br />not be used in the erection of the MBM s building system.
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<br />is not responsible for the adequacy of .specified ventilation and energy conservation components. The End User
<br />In accordance with Sec. 7.10.3 of the latest edition of the AISC Code of Standard Practice, temporary supports
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<br />should insure that adequate provisions are made "for ventilation, condensation, and energy conservation requirements.
<br />such as guys, braces, falsework, 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 furnished by the erector.
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<br />Oi O I O I O
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<br />The MBM is not responsible for the design, materials cmd workmanship 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 />The structural building system provided by the MBM is designed for service conditions in accordance with the
<br />building code. The contractor shall erect the system in a manner that insures that the loading conditions on the
<br />structure . during service are not exceeded in . any part of the structure throughout the erection process.
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<br />foundation anchorage design. The . Professional Engineer designing the foundation shall determine the adequate
<br />Unless noted otherwise, the MBM shall not be responsible for the design of any elements of this project not part
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<br />anchor bolt material type and grade,. anchor bolt embedment, and any anchorage reinforcement to accommodate
<br />the given anchor bolt locations, quantity, and diameter.
<br />of the structural building system provided by the MBM. The contractor shall be responsible for taking appropriate
<br />steps to insure that such elements are properly structurally designed and constructed.
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<br />Unless noted otherwise on 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 and
<br />It is the responsibility of the contractor to observe and apply all pertinent OSHA and other mandatory safety
<br />provisions.
<br />cladding by others are designed to accommodate seismic drift
<br />a = 8.00ft The contractor is responsible for the inspection of all of the MBM's shipment received. Any claims of.
<br />Component and Cladding a d d i i Pressures s u re s (psf) The MBM does not investigate the influence of its metal building, system on existing buildings or structures. The non -received items must be reported to the MBM in writing within 5 business days. In order to maintain the
<br />n g Design re (p ) d h
<br />11 f 1' sea P f . 1 to tat teeth1, 1,e NA and 14 t d t E f ' b t r;ld AD, at' f rted defective item ma
<br />Effe tive Zone
<br />Area �sq ft) 1 2 3 4 5
<br />10 9.60 -21.15 9.60 -35.50 9.60 -53.43 19.36 -20.98 19.36 -25.82
<br />20 9.60 -20.62 9.60 -31.72 .9.60 -44.25 18.50 -20.12 18.50 -24.10
<br />50 9.60 -19.90 9.60 -26.73 9.60 -32.12 17.37 -18.98 17.37 -21.83
<br />100 9.60 -19.36 9.60 -22.95 9.60 -22.95 16.51 -18.13 1�5�2
<br />Effective
<br />Area (sq ft)
<br />Effective
<br />Area (sq ft)
<br />Zone
<br />1
<br />2
<br />3
<br />10
<br />-30.48
<br />':
<br />-30.48
<br />;`_.';`_.
<br />-50.20
<br />20
<br />-29.94
<br />-29.94
<br />'
<br />-39.40
<br />50
<br />-29.22
<br />-29.22
<br />2- 14
<br />100
<br />-28.68
<br />'
<br />-28.68
<br />-14.34
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<br />en user .7a engage servlceS o a cen ro esslona Engineer eve u e w r sac ul ings qua I y guaran. ee an o qua 1 y or relm ursemen , any-., mo 1 is Ions o any repo y
<br />structures are adequate to resist snow drift loads or other conditions as a result of the presence of the Metal not be performed without a prior written endorsement by the MBM.
<br />Building System.
<br />THE MBM shall not be held liable for any claim whatsoever, including, but not limited to, labor charges or
<br />The materials used in fabrication of primary and secondary steel framing members, as well as related accessories consequential damages, resulting from the Contractor/Erector's use of defective or incorrect materials that can be
<br />are shown below with their corresponding ASTM designations. When the compliance with the building code detected by visual inspection.
<br />mandated edition of the AISC Seismic Provisions is required, only materials approved by those provisions are used.
<br />THE MBM is not responsible for material damaged in unloading or for packaged or nested materials, including, but
<br />Built-u Section Fl (F = 55 ksi). A529 A572 or A588 t 1' 'ted to f termer beet et 1 "C" ana "Z" sect r-and coverin is that became wet area/or are
<br />r Y , 1 no Iml , as s, s HI a, Ion r g pone
<br />Built-up Section Webs_ t Connection_ Plates (Fy _= 55 ksi) A1011, A572 or A588; damaged by water while in the possession of others. Packaged or nested materials that become wet in transit
<br />Negative values signify Hot -rolled W-shapes (Fy = 50 ksi); A992 or A572; shall be unpacked, unstacked and dried by the contractor.
<br />pressures actin away Not -rolled C and L-shapes (Fy = 50 ksi); A529 or A572;
<br />Not -rolled Rods F = 55 ksl A108 or A572• With respect to all other building system erection aspects not mentioned above, the contractor shall comply with
<br />from building surfaces. (Y �� I
<br />Cold -formed C, Z, and ES shapes (Fy = 55 ksi); A1011 or A653; the Sec. 6 of the MBMA Common Industry Practices. For any aspects of the erection not covered by the MBMA
<br />Panels, A792 or A653, Gr. 50 for Go. 24 and thicker, Gr. 80 for others; Common industry Practices, the provisions of Sec.. 7 of the latest edition of the AISC Code of Standard Practice
<br />able_tm ft_1 Round Tube; A500 r, B (Fy = A,) ksi) shall apply.
<br />Rectangular Tube; A500 Gr. 8 (Fy = 46 ksi)
<br />Cables, A475
<br />Eyebolts (Gr. 55),• A108, or A572
<br />Washers, A536 ,
<br />Hillside Washers, A48
<br />Structural Bolts, A301 Gr. A, A325 Gr. C, A490 Gr. DN
<br />(used as noted in next section)
<br />For Customer Service issues,
<br />please contact one of thefollowing:
<br />TODD FISCHER
<br />r;LvIL-Vv L)K JEFF RIPPEE
<br />�'lT (� ZEpH �,+ LL BILL BROOKS
<br />RELEASE HISTORY
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<br />NOTES
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<br />ENG BY:
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<br />PLAID'S EXA N C ACI BUILDING SYSTEMS, LLC
<br />ENGINEERING SEAL 10125 BUILDING
<br />6 SWEST
<br />BLD G SIZE
<br />BAT Ft
<br />; MS. 38606
<br />This certification covers parts ��@� P � 90'x220'x20'EH
<br />fabricated and delivered by the 70B NUMBER :
<br />manufacturer only and excludes No 48014
<br />'•
<br />B 1'7-8354
<br />parts such as doors, windows, � e
<br />foundation design and erection of
<br />'rf e �r DWG NUI�/BER :
<br />OF pLOT
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<br />the building. Sealed drawings do STAFE
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<br />not constitute an agreement that the m'`'e < OR 4 p �0
<br />signed engineer is acting as theOL
<br />``j�geraaeae'�
<br />engineer_ of record for the overall CS1 0 �..... � ��
<br />f I
<br />project.
<br />PROFESSIONAL ENGINEER
<br />M ■ iI•
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