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HomeMy WebLinkAboutKirBy Building Systems 10-6-21Version 2021.05.18 (5.18 21) KIRBY BUILDING 124 Kirby Dr SYSTEMS Portland, TN 37148 ki Ph: (615)325-4165 BETTER SOLUTIONS. BETTER BUILDINGS. , Fax: (800) 231-3460 October 6, 2021 R F Concrete Construction Project Name: Kings Commercial Center Bldg.1 664 Old Dixie Hwy Buildings: A->66'-0"x200'-0"xl8'-0"(RCG,1.0:12) Vero Beach, FL 32962 Attn.: PETER HERING Proiect Location: Fort Pierce, FL 34948 NBG Project #: K2180744A This Letter of Design Certification ensures that the materials furnished by the metal building supplier are designed VIEW in accordance with the information specified to the metal building supplier on the order documents and summarized AppROVED ❑APPROVED AS NOTED O REVISED AND RESUBMIT ❑ REJECTED by the loading information listed below. The Project Engineer of Record (not the metal building supplier) is SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY responsible for verifying that the building code and design loads meet any and all applicable local requirements. AND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS FOR CONFIRMING DIMENSIONS AT �1RESPONSIBLE The Professional Engineer whose seal appears on this Letter of Certification is employed b the metal building manufacturer OBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, g PPY g FABRICATION PROCESSES AND TECHNIQUES OF and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH DESIGN LOAD CRITERIA: 10/18/21 Structural Loads Applied in General Accordance with: Florida (FBC 2020) By: Dalo: Risk Category: II - Standard Buildings Architectonic Inc. Ft. Pierce, FL 34950 PROJECT -WIDE LOADING INFORMATION: Ground Snow Load: 0.0 psf Snow Exposure Factor,Ce: 1.00 Snow Imp. Factor, Is: 0.00 Roof Live Load: 20.0 psf Reducible As Per Code. Rain Intensity, R: 12.0 in/hr Ultimate Design Wind Velocity: 160 mph Nominal Design Wind Velocity: 124 mph ***Components & Cladding Pressures: 53 psf/ -71 psf Is Roof to meet UL 90 Requirements?: No Wind Exposure: C Seismic Criteria: Ss: 0.069 S 1: 0.028 • No ground snow included in seismic calculations. Design Sds / Shc: --/-- Seis. Imp. Factor, Ie: 1.00 Analysis Procedure: Equiv. Lat. Force Procedure Basic SFRS: Not Detailed for Seismic Seis. Design Category: A Site Class: D BUILDING -SPECIFIC LOADING INFORMATION: € Roof Dead I Collateral Dead I Snow Coefficient Snow Load (psf) Wind Seismic .i.......- ......... (psf)'!KPS...... € 3.0 i 5.0 Ct .......... 5.0 1.0 Cs •. ..... --- 0.00 .i...EnclosureBldg. --- Enclosed GCiR .. ................................... f 0.18 -- CS.........V� ..kS... ................: ' *Primary Structural Not Included **P,,, is based on the minimum roof snow load calculated per building code or the contract -specified roof snow load, whichever is greater, This value, P is only applied in combination with Dead and Collateral Loads. RogfSnow in other loading conditions is determined per the specified Building Code. ***Ultimate Design wind pressures to be used for wall exterior component and cladding materials not provided by Metal Building Supplier Mezzanine Information: Floor Dead Load: N/A Floor Collateral Load: N/A Floor Live Load: N/A Crane Information: No cranes on building. Roof -Top Unit Information No roof -top units on building. The design of structural members supporting roof gravity loads is controlled by the more critical effect of roof live load or roof snow applied in accordance with the governing building code. DESIGN STANDARDS- REFERENCED: • AISC Specification for Structural Steel Buildings - Steel Construction Manual, 15th Edition, © 2017. • AISI North -American Specification for the Design of Cold -Formed Steel Structures, 0 2016 Edition. • IBC codes are designed in accordance with ASCE7-16 Edition. • MBMA Low Rise Building Systems Manual, Latest Edition. • AWS Latest Edition of Structural Welding Code. • No buyout structural components provided on this project. WOMM ��tttltlltl// / This item has been nd j ENN i sealeelectd by L. Hlly signed II, PE No. 79464 �, on the dale shown using a digital signature. Printed =p * j= copies of this document are 0 11u� not considered signed and %-� STATE OF /=� g �!FS Fr OR Io?/, sealed and the signature l�/S/�ON'A1 tt��`` electronic copy, must be verified on any 10/13/2021 Professional Seal ACCREDITED uanNwrsp,m, Version 2021.05.18 (5118121) K I R BY 124 Kirby Dr BUILDING Portland, TN 37148 Lis SYSTEMS Ph: (615) 325-4165 ""�... ft—I Fax: (800) 231-3460 BETTER SOLUTIONS. BETTER BUILDINGS. Page: RI of 10 Date: 10/6/2021 GENERAL INFORMATION FOR COLUMN BASE REACTIONS O FOR REVIEW O FOR CONSTRUCTION This item has been electronically signed ena cENSf ( ��'� seated by Roger L. Hill, PE Project Name: Kings Commercial Center Bldg.l Ne. ]9.a. ent date she 0ainga KBS Project Number: K2180744A _ = Cogiatel slgnetare. Printed pies of this comment am �o StRIE pf 2�� not considered signed and Customer: R F Concrete Construction SLOB f OI• �j `� sealed and the signature FssiONAL F�`` ..at be dflchanceopydonany NBG Engineer: Josh Hunter "" Jill Checked: MK 10/12/2021 10/12/2021 Column base reactions are included in this packet for a building designed by Kirby Building Systems. These reactions result from frame analysis done by the KBS Engineer for this specific job. They reflect all loading to which the building may be subject, per the appropriate building code and loading information provided to Kirby Building Systems at the date of design. Reaction packets marked "FOR REVIEW" are subject to change and are usually provided at the request of the customer, although the KBS Engineer believes he/she is working with undefined, incomplete or assumed information. Reactions are provided by load case in order to aid the foundation engineer in determining the appropriate load factors and combinations to be used with either Working Stress or Ultimate Strength design ,RgCsRAWING/ SUBMITTAL REVIEW APPROVED ❑APPROVED AS NOTED Wind load cases are given for each primary wind direction. ❑ REVISED AND RESUBMIT ❑REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY ANDGENE AL CONFORMANCE TO CONTRACT For ASCE7-16 based building codes, the unfactored load case reactions due to wind are generatedT @N ONLY. THE CONTRACTOR IS MOrfSIBLE FOR CONFIRMING DIMENSIONS AT ultimate design wind speed (Vult). JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH Sign conventions for computer generated frame reactions are as follows and should be taken in theA0%1M, UMENTS. 10/18/21 AND FULL COMPLIANCE WITH C the frame sketch given on the reactions sheets. By: Data: Architectonic Inc. GLOBAL X GLOBAL Y GLOBAL Z Ft. Pierce, FL 34950 ( + to right) ( + upward) ( + counter -clockwise) —� +X It +Y l +Z Anchor bolt diameter, grade, location and projection is provided on the Anchor Bolt Plan. Anchor bolt embedment lengths and types are not provided by Kirby Building Systems. This information is closely related to the complete foundation design which should be done by a Registered Professional Engineer familiar with the local site conditions and construction practices. M MB A Excellence from the ground up E ACCREDITED' lVdhiJ.,Sy,k , ACIi NUCOR BUILDINGS GROUP Job # : K2180744A File : E11-O.nfr App Version :1.5.132.0 2 Job Name : Kings Commercial Center Bldg. 1 Designer : BG\joshua.hunter Date :9/30/2021 Frame : X DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT D.1 6.5 A.9 n 8T-8 3/8' 21'-8 3/4' 123-615/16' 2 0.7526 F_ o� N y G C01-01 COL02 COL03 Mx MzN X Y z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) I Member 20'-3 5/16' 122'-1 3/8' 2 0.7526 4 COL04 COL05 X Y z Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) ------------------------------------------------------------------------------------------------------------------------ LOAD CASE 1 - DEAD ---------------------------------------------------------------------- LOAD CASE 2 - COLLATERAL COL01 0 1 0 0 0 COL01 0 1 0 0 0 COL02 0 3 0 0 0 COL02 0 3 0 0 0 COL03 0 4 0 0 0 COL03 0 5 0 0 0 COL04 0 2 0 0 0 COL04 0 2 0 0 0 COL05 0 1 0 0 0 COL05 0 1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 0 3 0 0 0 COL01 0 -6 0 0 0 COL02 0 10 0 0 0 COL02 0 -22 0 0 0 COL03 0 14 0 0 0 COL03 0 -34 0 0 0 COL04 0 8 0 0 0 COL04 0 -5 0 0 0 COLOS 0 4 0 0 0 COL05 0 -3 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 0 -3 0 0 0 COL01 0 -9 0 0 0 COL02 0 -8 0 0 0 COL02 -21 -47 0 0 0 COL03 0 -19 0 0 0 COL03 0 -28 0 0 0 COL04 0 -17 0 0 0 COL04 0 -11 0 0 0 COL05 0 -8 0 0 0 COL05 0 -8 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 0 -6 0 0 0 COL01 0 -12 -4 0 0 COL02 0 -11 0 0 0 COL02 -14 -47 -7 0 0 COL03 6 -37 0 0 0 COL03 0 -43 -8 0 0 COL04 0 -24 0 0 0 COL04 0 -28 -7 0 0 COLOS 0 -11 0 0 0 COL05 0 -15 -4 0 0 - - - - - - - - - - - - - - LOAD CASE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 - LONG. WIND 1 TO FRONT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 10 -SEISMIC TO RIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 0 -12 4 0 0 COL01 0 1 0 0 0 COL02 0 -14 8 0 0 COL02 0 14 0 0 0 COL03 25 -65 9 0 0 COL03 16 -15 0 0 0 COL04 0 -29 8 0 0 COL04 0 1 0 0 0 COL05 0 -13 5 0 0 COLOS 0 1 0 0 0 NUCOR BUILDINGS GROUP Job # : K2180744A File : E11-O.nfr App Version :1.5.132.0 3 Job Name : Kings Commercial Center Bldg. 1 Frame : X Designer : BG\joshua.hunter Date :9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT 4 CO y 1. CO Mx MzN Member D.1 21'-8 3/4' 2 0.7526 F- 23'-6 s.5 as 8T-8 3/8' X Y z Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) Member ----------------------------------------------------------------------------------------------- LOAD CASE 11 - SEISMIC TO LEFT COL01 0 1 0 0 0 COL02 0 12 0 0 0 COL03 14 -13 0 0 0 COL04 0 1 0 0 0 COL05 0 1 0 0 0 20'-3 5/16' 22'-1 3/8' 2 0.7526 X Y z Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) NUCOR BUILDINGS GROUP Job # :K2180744A File : F11Anfr App Version :1.5.132.0 4 Job Name : Kings Commercial Center Bldg. 1 Designer : BG�oshua.hunter Date :9/30/2021 DESIGN SUMMARY - REACTIONS W/BRACING BY LOAD CASE REPORT Member 31'-0 1/2" 31'-0 1/2" 12 4 z Z COL01 —r M Mz X Y z Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) Member Frame :2 X Y z Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 1 - DEAD I LOAD CASE 2 - COLLATERAL COL01 -1 4 0 0 0 1 COL01 -1 4 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE I LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 -1 10 0 0 0 1 COL01 -6 -33 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT I LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 6 -21 0 0 0 1 COL01 -3 -43 0 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 7 - WIND CASE 2 TO LEFT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I LOAD CASE 8 - LONG. WIND 1 TO BACK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 9 -31 0 0 0 1 COL01 6 -35 0 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 9 - LONG. WIND 1 TO FRONT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I LOAD CASE 10 - LONG. WIND 2 TO BACK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 6 -21 0 0 0 1 COL01 9 -44 0 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 11 - LONG. WIND 2 TO FRONT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I LOAD CASE 12 - SEISMIC TO RIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 10 -31 0 0 0 1 COL01 0 0 0 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 13 - SEISMIC TO LEFT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I LOAD CASE 14 - BRACING WIND TO FRONT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 0 0 0 0 0 1 COL01 0 -8 7 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 15 - BRACING WIND TO BACK COL01 0 8 -7 0 0 NUCOR BUILDINGS GROUP 5 Job # : K2180744A Job Name : Kings Commercial Center Bldg. 1 Frame :Line 3 File : F12-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date :9/30/2021 DESIGN SUMMARY - REACTIONS W/BRACING BY LOAD CASE REPORT 66'-0• 12 12 1F_ ___11 N -9I I m Y COL01 COL02 Mx Mz ? X Y Z Mx Mz X Y z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member (kips) (kips) (kips) (kip-ft) (kip-ft) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 1 -DEAD I LOAD CASE 2 - COLLATERAL COL01 2 5 0 0 0 1 COL01 3 5 0 0 0 COL02 -2 4 0 0 0 1 COL02 -3 4 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE I LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 5 13 0 0 0 COL01 -31 -31 0 0 0 COL02 -5 9 0 0 0 COL02 -3 -5 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT I LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 -2 -18 0 0 0 1 COL01 -25 -42 0 0 0 COL02 13 -18 0 0 0 1 COL02 8 -21 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 7 -WIND CASE 2 TO LEFT I LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 5 -29 0 0 0 1 COL01 4 -23 0 0 0 COL02 24 -34 0 0 0 1 COL02 10 -12 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 9 - LONG. WIND 1 TO FRONT LOAD CASE 10 - LONG. WIND 2 TO BACK COL01 3 -18 0 0 0 COL01 10 -34 0 0 0 COL02 9 -18 0 0 0 COL02 21 -28 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 11 - LONG. WIND 2 TO FRONT I LOAD CASE 12 - SEISMIC TO RIGHT COL01 9 -29 0 0 0 COL01 -1 -1 0 0 0 COL02 20 -34 0 0 0 I COL02 -1 1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 13 - SEISMIC TO LEFT I LOAD CASE 14 - BRACING WIND TO FRONT COL01 1 1 0 0 0 COL01 0 -8 7 0 0 COL02 1 -1 0 0 0 COL02 0 0 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 15 - BRACING WIND TO BACK COL01 1 8 -7 0 0 COL02 -1 1 0 0 0 NUCOR BUILDINGS GROUP 6 Job # : K2180744A Job Name : Kings Commercial Center Bldg. 1 File : F13-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date : 9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT 66'-0• 12 �1 Frame : Lines 4 & 7 - - -- ----------� — er N i0 I I -aQp COL01 COL022 Y Mx �T Mz X X Y z Mx Mz X Y z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member (kips) (kips) (kips) (kip-ft) (kip-ft) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 1 - DEAD I LOAD CASE 2 - COLLATERAL COL01 2 5 0 0 0 COL01 3 6 0 0 0 COL02 -2 4 0 0 0 COL02 -3 5 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE I LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 6 14 0 0 0 1 COL01 -16 -30 0 0 0 COL02 -6 10 0 0 0 1 COL02 3 -9 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 -3 -20 0 0 0 COL01 -22 -45 0 0 0 COL02 16 -20 0 0 0 COL02 9 -24 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 -9 -35 0 0 0 COL01 -5 -28 0 0 0 COL02 22 -34 0 0 0 COL02 6 -11 0 0 0 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 9 - LONG. WIND 1 TO FRONT LOAD CASE 10 - LONG. WIND 2 TO BACK COL01 -6 -22 0 0 0 COL01 -10 -43 0 0 0 COL02 5 -17 0 0 0 COL02 11 -26 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 11 - LONG. WIND 2 TO FRONT I LOAD CASE 12 - SEISMIC TO RIGHT COL01 -11 -37 0 0 0 COL01 -1 -1 0 0 0 COL02 10 -32 0 0 0 COL02 -1 1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 13 - SEISMIC TO LEFT COL01 1 1 0 0 0 COL02 1 -1 0 0 0 NUCOR BUILDINGS GROUP 7 Job # : K2180744A Job Name : Kings Commercial Center Bldg. 1 Frame : Lines 5 & 6 File : F13-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date :9/30/2021 DESIGN SUMMARY - REACTIONS W/BRACING BY LOAD CASE REPORT 66'-0• 12 11_ `a> CD N iD lN COL01 Mx Mz 12 �1 COL02 X Y z Mx Mz X Y z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member (kips) (kips) (kips) (kip-ft) (kip-ft) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 1 -DEAD LOAD CASE 2 - COLLATERAL COL01 2 5 0 0 0 C0L01 3 6 0 0 0 COL02 -2 4 0 0 0 I C0L02 -3 5 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE I LOAD CASE 4 - WIND CASE 1 TO RIGHT C0L01 6 14 0 0 0 1 C0L01 -16 -30 0 0 0 C0L02 -6 10 0 0 0 1 COL02 3 -9 0 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 5 - WIND CASE 1 TO LEFT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 LOAD CASE 6 - WIND CASE 2 TO RIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 -3 -20 0 0 0 1 COL01 -22 -45 0 0 0 COL02 16 -20 0 0 0 1 COL02 9 -24 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT I LOAD CASE 8 - LONG. WIND 1 TO BACK C0L01 -9 -35 0 0 0 COL01 -5 -28 0 0 0 C0L02 22 -34 0 0 0 1 COL02 6 -11 0 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 9- LONG. -WIND 1 TO FRONT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 10 - LONG. WIND 2 TO BACK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 -6 -22 0 0 0 1 COL01 -10 -43 0 0 0 COL02 5 -17 0 0 0 1 C0L02 11 -26 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 11 - LONG. WIND 2 TO FRONT LOAD CASE 12 - SEISMIC TO RIGHT COL01 -11 -37 0 0 0 1 C0L01 -1 -1 0 0 0 C0L02 10 -32 0 0 0 1 C0L02 -1 1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 13 -SEISMIC TO LEFT I LOAD CASE 14 - BRACING WIND TO FRONT COL01 1 1 0 0 0 1 C0L01 0 0 0 0 0 COL02 1 -1 0 0 0 1 COL02 0 -8 7 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 15 - BRACING WIND TO BACK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C0L01 1 1 0 0 0 1 C0L02 -1 8 -7 0 0 1 NUCOR BUILDINGS GROUP Job # :K2180744A File : F14-O.nfr App Version :1.5.132.0 8 Job Name : Kings Commercial Center Bldg. 1 Designer : BG\joshua.hunter Date :9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT 66'-0• Y L C0L01 Mx Mz X Y z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member Frame :Line 8 X Y z Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) LOAD CASE 1 -DEAD LOAD CASE 2 - COLLATERAL COL01 2 5 0 0 0 1 COL01 3 6 0 0 0 COL02 -2 4 0 0 0 1 COL02 -3 5 0 0 0 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE I LOAD CASE 4 - WIND CASE 1 TO RIGHT C0L01 7 15 0 0 0 1 C0L01 -19 -32 0 0 0 C0L02 -7 11 0 0 0 1 C0L02 4 -10 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 -4 -20 0 0 0 COL01 -25 -48 0 0 0 C0L02 19 -22 0 0 0 COL02 10 -26 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT I LOAD CASE 8 - LONG. WIND 1 TO BACK C0L01 -10 -37 0 0 0 COL01 -6 -29 0 0 0 C0L02 25 -38 0 0 0 COL02 7 -12 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 9 - LONG. WIND 1 TO FRONT LOAD CASE 10 - LONG. WIND 2 TO BACK COL01 -7 -23 0 0 0 C0L01 -12 -46 0 0 0 COL02 6 -19 0 0 0 C0L02 13 -29 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 11 - LONG. WIND 2 TO FRONT LOAD CASE 12 - SEISMIC TO RIGHT C0L01 -13 -39 0 0 0 C0L01 -1 -1 0 0 0 C0L02 12 -36 0 0 0 COL02 -1 1 0 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 13 - SEISMIC TO LEFT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 1 1 0 0 0 COL02 1 -1 0 0 0 NUCOR BUILDINGS GROUP 9 Job # : K2180744A Job Name : Kings Commercial Center Bldg. 1 Frame File : E12-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date : 9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT 50'-4- 20'-6' 1 25'-0' 14'-10' 12 1F_ Mxy Mz N 12 �1 io COL03 COLN X Y z Mx Mz X Y z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member (kips) (kips) (kips) (kip-ft) (kip-ft) --------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 1 -DEAD LOAD CASE 2 - COLLATERAL COL01 0 1 0 0 0 COL01 0 1 0 0 0 COL02 0 2 0 0 0 COL02 0 3 0 0 0 COL03 0 3 0 0 0 COL03 0 3 0 0 0 COL04 0 1 0 0 0 COL04 0 -1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 0 3 0 0 0 COL01 0 -6 0 0 0 COL02 0 9 0 0 0 COL02 0 -18 0 0 0 COL03 0 10 0 0 0 COL03 0 -13 0 0 0 COL04 0 -1 0 0 0 COL04 0 -3 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 0 -3 0 0 0 COL01 0 -9 0 0 0 COL02 0 -9 0 0 0 COL02 -9 -31 0 0 0 COL03 0 -18 0 0 0 COL03 0 -14 0 0 0 COL04 0 -4 '------------------------------------------------------------------------------------------------------------------------------------------ 0 0 0 COL04 0 -2 0 0 0 ---------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 0 -6 0 0 0 COL01 0 -11 -4 0 0 COL02 0 -11 0 0 0 I COL02 -9 -40 -8 0 0 COL03 8 -32 0 0 0 COL03 0 -31 -5 0 0 COL04 0 -1 0 0 0 COL04 0 4 -4 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 9 - LONG. WIND 1 TO FRONT LOAD CASE 10 -SEISMIC TO RIGHT COL01 0 -11 5 0 0 COL01 0 0 0 0 0 COL02 0 -29 9 0 0 COL02 -2 -2 0 0 0 COL03 7 -44 6 0 0 COL03 0 2 0 0 0 COL04 0 5 5 0 0 COL04 0 -1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 11 -SEISMIC TO LEFT COL01 0 0 0 0 0 COL02 -2 -2 0 0 0 COL03 0 2 0 0 0 COL04 0 -1 0 0 0 10 KIRBY BUILDING Job No. K2111144A Designer JMH Customer Kings Commercial Center Checker SYSTEMS Address Lots 1&2 Block B, Kings Hwy Seal En r. BETTER SOLUTOBR& BETTER BUILDING& Fort Pierce, FL 34948 Revision # Sidewall Column Reactions(k) ---------------------------- Col Dead Wind Wind Line Line Vert Vert Horz ----- ---- E 1 ----- .1.0 ----- -1.0 ----- 8.0 E 8.6 1.0 -1.0 9.0