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DESIGN LOADING <br />This structure is designed utilizing the loads indicated and applied by the <br />Florida Building Code 2020, 7th. Edition <br />It is the contractor's responsibility to confirm that these loads comply with the <br />requirements of the local building department. <br />Specific Loads: See structural calculations and foundation reactions. <br />II <br />2 psf <br />20 psf <br />Yes <br />3 psf <br />0 <br />1.00 <br />140 mph <br />79 mph <br />B <br />t 0.18 <br />CL <br />1.00 <br />0.058 <br />0.032 <br />NA <br />B <br />0.0200 <br />0.061 <br />0.05 <br />D <br />3 <br />3 <br />0.02 W <br />r •friy <br />,i J;,•rr <br />IX <br />..r}:,'a},�y$:•%?. <br />�.y <br />rf:Jf�:;}:$K�}:��Ijlr i'r':iSt <br />'r:#ii'n i+ <br />yr•Yf <br />fYf f:}� r�SFi �/f%r:;. <br />Dead Building Risk Category Load BUILDING SYSTEMS <br />Roof Live Load <br />Live Load Reduction Allowed? <br />Collateral Load <br />Ground Snow Load, Pg <br />Snow Importance Factor, Is <br />Ultimate Wind Speed 108 <br />mph Nominal Wind Speed <br />Serviceability Wind Speed 10 <br />year Serviceability Wind Return Period <br />Wind Exposure Category <br />Internal Pressure Coefficient, GCpi <br />Wind Closure Category (OP = Open, PC = Partially Enclosed, CL <br />= Closed) <br />Seismic Importance Factor, le <br />Mapped Spectral Acceleration for Short Periods, Ss <br />Mapped Spectral Acceleration for 1-Sec Period, S1 <br />Seismic Use Group <br />Seismic Design Category <br />Seismic Response Coefficient, Cs <br />5% Damped Spectral Acceleration for Short Periods, SOS <br />5% Damped Spectral Acceleration for I -Sec Period, SDI <br />Site Class <br />Response Modification Factor, R-frames <br />Response Modification Factor, R-bracing (F-SW) 3 <br />Response Modification Factor, R-bracing (B-SW) <br />Design Base Shear 0.6 kip Longitudinal Base <br />Shear 0.7 kip Transverse Base Shear <br />Equivalent Lateral Force Analysis Procedure <br />Systems not specifically detailed for seismic resistance. Seismic Resisting System: Transverse (Rigid Frame) <br />SPECIAL NOTES <br />1: 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 <br />will be protected per the FBC 2020, 7th Edition building code such that the building will remain classified enclosed. The design of <br />the glazing and protection is not part of the Metal Building Manufacture Building Systems, LLC's scope of work. <br />3: The design, supply, and installation details for door(s) for framed openings are by others. <br />4: For mandoors supplied by Metal Building Manufacture, see sheet EP3 for manufacture and installation details. <br />FLORIDA <br />APPROVAL NO. <br />LOCATION <br />TYPE <br />NUMBER <br />ROOF <br />PBR <br />7396.6 <br />SIDEWALL <br />PBR <br />7395.2 <br />ENDWALL <br />PBR <br />7395.2 <br />SOFFIT <br />N/A <br />N/A <br />WALKDOOR <br />150 mph <br />12873.2 <br />o <br />METAL BUILDING MANUFACTURERS ASSOCIATION <br />5-0' <br />Q <br />o <br />I <br />a <br />4 <br />O <br />D <br />0 <br />N <br />4'-11 3/16" <br />4'-11 3/16" <br />M <br />0 <br />0 <br />AN <br />COMPONENTS AND CLADDING wind ensures <br />Member <br />Pond <br />O Id <br />Pressure Suction <br />Pressure Suction <br />1 <br />9.60 <br />-10.06 <br />10.58 <br />-32.24 <br />2 <br />9.60 <br />-19.5I <br />10.58 <br />-47.07 <br />3 <br />9.60 <br />-29.26 <br />10.58 <br />-55.77 <br />4 <br />12.91 <br />-14.24 <br />15.97 <br />-17,30 <br />5 <br />12.91 <br />-15.24 <br />15.97 <br />-21.28 <br />6 <br />12.90 <br />-14.22 <br />15.96 <br />-17.28 <br />7 <br />12.90 <br />-15.22 <br />15.96 <br />-21.25 <br />0 0 <br />7n 60'-0' in <br />an' -A' <br />0 <br />O <br />0 <br />Q <br />� <br />� <br />0 <br />O <br />O <br />60'-0" <br />O <br />0 <br />0 <br />Xs...9 <br />0 0 <br />60'-0' <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 />Keith Std the engineer of record for the <br />" overall project. <br />WIND PRESSURE ZONES <br />(Wind Pressures, Factored (psf)) <br />PID VWTf 1.4 <br />i <br />For Customer Service <br />customerservice@acibuildingsystems.com <br />662.563.4574 x 298 <br />KEITH SHEDD <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />�,.-'�G E N S� ' �ITils Ite i has been electronically <br />No 48014 igned and scaled bN Keith P- Shedd, <br />P F. u;ma a Digital Signature and <br />* * date. Printed copies orthis document <br />'t = are not considered signed and sealed <br />STATE OF ;" l(/ and the siunature must be veritied on <br />1 0 % : anc electronic copies <br />Al�OR1�p <br />/ONAt- ��.�`06/13/2021 <br />RELEASE NISTORY <br />a � DATE <br />taST. <br />eaewr <br />'Pri <br />ffa+r <br />W <br />W. W <br />NDrES <br />MARK <br />ErtcR <br />z G <br />5C <br />. � _ <br />} <br />sn <br />z <br />G <br />m <br />JOB NUMBER : <br />B21-1794 <br />DWG NUMBER : B <br />CS 1 of 2 <br />U <br />O N <br />Vl <br />O <br />m <br />CUSTOMER <br />PROJECT <br />ENG BY: <br />MNF <br />CAD BY: <br />WJD <br />DEr BY: <br />WJD <br />CKD BY: <br />TJC <br />