The URL can be used to link to this page

Home My WebLink AboutSTRUCTURAL CALCS - 07-00458 - Interwest Cabinets - Storage BuildingN Li 1=. ca Iq BUILDING'SYSTEMS GROUP 1050 North Watery Leas Ph: (43 5) 919-3 100 N1 600 Apache Trait gingham Citi', UT 84302 Fac: (435) 919-3101 ; TerreU, TX 75160 Tri -Steel Construction Company Project Name: 1305 South 12th West Bufldin�s. Rexburg, ID 83440 Attn.: Dustin Palmer Protect Location: REXBURG (MADISON), ID NBS Project U,07M7002A Ph: (972) 4-5407 Fax: (x72) 524-5417 9/18/07 Interwest Cabinets A->55'x120'x24'-7(None,1:12_); B->24'x101-6x12t(None,1:12,) this fetter of Design Certification ensures that the materials supplied by Nucor Buflding Syste-ms are designed to accordance with the information specified to Nucor on the order documents and summarized by the loading information listed below. The Project Engineer of Record knot Nucor BuildlnRSystems) is respc�nsib[e dor verifying that the building rode and design loads meet any and all appLicabie local requirements. Nucor Bui(ding Systems is a Member of MBMA and T5 certified by the American Institute of Slee[ Construction Quality Certification Program., Category MB, ML'Ciir'1L.1 1 #-% A r% o-wr%■-4m-r�r m VV -01v11 LvAu L.ItI ! tFtlA: Structurat Loads Applied in General Accordance with: M13MA / IBC Accu ancy Importance Classification.- PROJECT-WIDE LOADING INFORMATION: IBC 2003 - Standard Buildings U1 UUHU anow Loaa: SU.r� ps-f Snow Exposure FactorCe: x].90 Roof Live Load: 20.Dpsf Not Reduciblel Snow Imp. Factor,, Is: x,00 UL Ly. "'J-u M pn 'ind Exposure: Is Roof to meet UL 90 Requirements?: nd I P,, Factor Seismic Criteria* .7 1w: 1. 00 6 Ss: 0-o 509.7 S 1: 0. 166 Design Sds / Sdl: 0.473/0.236 20% of ftat roof snow luded in sei smi cats . Seis. Imp. Factor, I e we 1 Anatysis Procedure: Equiv. Lal. Force procedure Seis. Design te ass: D Basic SFRS: FEt Ord. SleetConc.-Br. Fr",pie ■ 1141-UMMAI Roof [dead r Co(laterat Dead B[dF r Snow (p Sec r... .. s Fr.• Ari r_.. ,.(p Pri _T r, ■s■ ■ Fti rr`■f° 'F ■ (Ct • F F ..................... i 3.0 .3.0 3.034. E 3.o ■ IIfL%..Z.I..UI J[I! 1U IJ JI U1II ILirr Fir Dead Load: N/A psf %.r cwe l f 1 I i -f l LTon0 No r nbuilding., Roof -T Unit information No roof -top units an building. Floor Cottateral Load: NIA psf A Wind Finnr I ivy I nneir _ -• r E.-%WF%_l%-1 Seismic Vskip7 F,._. f q■ 19.0 `Primary S�trUCturQf Not Included NIA psf ..'- S The de'si�n of structural members supparting roof gravity loads is controlled by the more crit � effect of roof live Toad or roof snow appCied in accprdance with the �ar�ernin� bui�din� �o��, �e)0 DESIGN STANDARDS REFERENCED: r: • AISC Specif�ca�ivn for Structural Steel Buildings - Allowable Stress Design, n9th�Edeea 198 rias Birch 9 wl �OD� SuppEemeni. • AISI North-AmerTCa�1 Specification for the Design of Codd -Formed Steel Structures, Latest Edition. • 1uIBMA Low Rise Building Systems Manua[, Latest Edition •AWS latest Edition of Structurat Welding Code -Stye[. IBC codes are designed using the latest version of ASCE 7. • No buyout structural components provided an this traject. E 6 MPHR�"Excellence -om the ground up Interwest Cabinets Addition 11114darlm ■ 7 LWJ C O � B UIL DIN G SYSTEMS G20UP This Getter is designed to allow you to easily communicate with Nucor an a liven project. Pease keep this handy for easy reference. Thank you, dark Van[ .SalesServiceMan c �.., age f { •. • h. The i Nucor.. . . t , t.. �project v manager." r a�nt ti # a, geTTr m; r , '• :' ' • . r } v : : :. .. with him—'or h . n.. r. n„'rv is- You� :. u •:t of • c• t ~ .�::... ,r.. ip at on, change orders and ifie. Youmay reach your CSR duringregular reports directly to the Sates Service Manager. . Pre stme'' -Cu't"' e S ° . The Alternate CSR fills in for your assigned Customer ServiceRepresentative� �• You may reach i h any theAtternateCSRregular businesshours.n.P.M.YourAlternater rt directthe Sales Sem*ce,Manager rc The Project Engineer i responsibte for the design of the Nucor building syst - em Q_u_ - - e_: —s t' to n's pertaining to frame reactions r project design should be directed here (7 a. . to 4 p.m.). Your Project Engineer r ports directs to the En nMan.,ager. schedule here a.m. t ctd here. You also questions of n iI o 4 r, l nr: rG redit, :6 Brettthe responsibility ibilit ot fi hincry it directed- . trettp.m.). Pr�¢Questionsconcerning �Bthe Controtter. NO, act shipping to confirm exact shipping o tduring 54.15667:� You may ............ . -week prior to -fabrication. Hours are from 6 . t Randyreports direatyt theProduction77. Tiffany McDaniel is responsible for t ing backcharges afield"clairns for materiat Tiffanyreports it tl to the Sates Service Managrer,n, to M P 0 ntL: 7. .7Ob(."n, Bob Leonardis r ibLr pricing and c rdinaten t non -engineering r orfs direct( to the Sales Service Manager, a.m. to 5 -e 0 n struttion_..86rV11_... IAI Ketcey Grote's function is to train and educate the construction crewbuilders�n the �nt�ktr•rfuif the Construction Technician are } sery ces Services. Kelcey reports 0 theSalesManager. r Managers. - Scott RusseR, PE, En Ed Sates owe g E 4}. •f }}fi { , vjCG�{ F>roduction Mike Hatt controtter VM5We. Mark n ken, les Service .. { - {, „Excellence ftom the ground up" MESA,, V.q 1 j Oqq [IN I ob BUILD/NG SYSTEMS GROUP 1875 West Highway 13 Ph: (435) 734-4429 Brigham i t , UT 94302 a. (435) 734-4555 600 Apache Trail T rreU, TX 75160 Ph: (972) 524-5-407 Fax: (972) 524-5417 Page R1 of R10 Date: 9/18/07 GENERAL INFORMATION FOR COLUMN BASE REACTIONS O PRELIMINARY Job Name; Nucor Jib Number-. Customer- Nucor Engineer: OO FOR CONSTRUCTION Interwest Cabinets lJQ7M70U2A Tri -Steel Construction Company Brian Birch Column base reactions are included in this packet for a building designed by Nucor Building Systems. These reactions result from frame analysis done by a Nucor Engineer for this specific jab. They refect all loading to which the building may be subject, per the appropriate building rode and loading intormafion provided to Mucor Building Systems at the date of design_ Reaction packets marked "PRELIMINARY" are subject to change and are usually provided2t tie request of the customer, although the Nucor Engineer believes he 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 loadfaCtOFSand combinations to be used with either Working Stress or Ultimate Strength design methods, Wind load cases aFe given for each primary wind direction, and the case which produces the largest reaction at a particular column should be used for design, Sign conventions for computer generated frame reactions are as follows and should be taken ihe sense of the frame sketch given on the reactions sheets. GLOBAL X (+ to right) --►+ X GLOBAL Y ( +upward) r+Y GLOBAL Z ( + counter-clockwi`se) Anchor bolt diameter, grade, locationand projection -is provided on the Anchor Bolt Plan. Anchor bolt embedment lengths and types are not provided by Nucor 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. NUCOR BUILDING SYS TEMS Fri L I E 2r4r516 job Nan -e: INWET CATS * DESIGN Y z 0. Job : U07M7002A By; BDB FAME ACTIONS BY LOAD CASE 55,00 k` Page: Date: File: .19 L1 COL02 Mezber (kips) (kips) (kip- ftMems (kips) --------------- LOAD CASE 1 DEAD LOAD CASE 7 WIND CASE 2 TO RIGHT COLO I 2 4 COLO COLO ._ _ _ •mom ,� _ .5,.w .� LOAD CASE 2 co=TER LOAD CASA 8 WIND CASE 2 TO LEFT CoLoI 1 3 0 CoLoi. COL023 0 L ------------------------------- LOAD CASE 3 ROOF L I LOAD CASE 9 LONG - WIND I TO BACK COL01 5 1 COLD -5 15 0 COL02 LOADCASE 4 SNOW LOAD CASE 10 LONG. WIND I TO -FRONT - L l 10 31 CoLoi COL -10 1 0 COL02 LOA CASE 5_ WIND CASY I TO RTGHT 1ADAD CASE I CoLol L - -3 0 COL LOA CASE WIND CASE 1 TO LEFT LOAD CASE 12 - LONG. WIND 2 TO FRO T L i 4 3 Colo L -4 0 COL02 ��a-�.�__ ��w��—.+r++`_.�. ��a� mmmmmm�_��_ _ �s��:mmm..r�_�,mr,.�mr::�..��_�••...��r.m��a..f_�rr �_�� _ ... _ __a�+„t__��_ �.•r-t__�-+-R._ __.r��_ � NUCOR BUILDING SYSTEMS Fri : FPAME LM r 2 j r f Job TEE T CABINETS DESIGN SUMMARY � Member Y z Job : U07M7002A Page: I"% ) By BDB Date: -18,07 File; 1 FRAME REACTIONS BY LOAD CASE OL1 KA (kips) I n z (kip -t 55.00 12.00 x fkins) COL02 y lkincl 24-58 z - _ � _ 's 7rs•. {` ._ �r s _ _ {may _ _ ��' - _ � �� !L� � �a11 _ _ �� Baa �� _ T �� _ � �i �y�Ji' �° •�"f� <_ _ �� #fes _ _ � �+.� _ a�� s i y�� _ �P! _'- • _ i. iJJ CASE 1 f •�R r� _ amu.. �� _ � i� _ Pi - �P _ �R #i i� T' T�f �� _ T f� � T 7�F •fes _ �IiF _ LONG * WIND 3 T0 akCK LOAD CASE 16 LONG TO PRONT CoL l -5 0 LOAD CASE 14 LONG, WIN D 3 To FRoNT COL01 -1 LOAD CASE I- SEISMIC RIGHT l _ - 3 0 0 COL02 -3 3 LOAD �4•ti�: _ � f� � � g ii _ �, � '�� +fes � !Y_ T• �Y : ........ it _ Pa iii � �'i � �� Y� SIS iti T• 1i� i`i � �! �� 1! 1H CAS1 '4�' LONG. R�}�lJ 1�/,'��- }��[, Tt : ��•,� � f � .i`, � � � _ ACK CoLol -1 0 LOAD CASE 18 S SMIC TO LEFT LCA NUCOR BUILDINGSYSTEMS Fram FRAME LINE 1 Job Nam # TNNT CABINETS * * DESIGN S - i � # L'1 x (k*Ps) Job 2A B 13DB FM4E ACTIONS BY LOAD CASE * * 13.00 y 0 z (kip --ft) Rf�] f Ful L0 x (kam-ps ) Page: Date: File: r], � .''24.58 0.67 �{ COL04 ( kips) (kip -ft) LOAD CASE I DEAID LOAD CASE WIND CASE I TO RIGHT Lol - 1 1 0 CoLo1 _ COL02 0 2 COL -4 0 f L COL04 1 2 0 COLD ------------ LOAD CASE 2 -COLLATERAL LOAD CASE 6 WIND CASE I TO LEFT COL01 -1 1 COL02 0 1 0 COL _ 2 0 L 0 -2 0 COL04 I 1 — — _ — — _ a — +,� _ _ 4YYr �� 4r : _ _ — _ _ 'ss r. _ ..—a. _ _ _ `'^`*+ _ �� iiH _ _ YYYYYY� �!! ie� _ _ � _ � �.�VJ iii _ _ T� itl.r� _ _ ! tr -YYYr � YYo� ;� _ T 7� :� _ _ •� ------ LOAD_ --_ Ll -1 3 0 COL01 COL02 0 5 COL02 COL03 0 7 0 COL03 COL04 1 4 0 COL04 LOAD COLO I COLD COL04 LOAD CASE FIND CASE 2 TO LEFT -1 f COL 0 1A 0 COL03 -4 0L NUCOR BUDDING SYSTEMS Fra FPAME LINE I Job Nam: MWE" CATS Job i 0 D * DESIGN SUMMARY —FRAMEACTIONS By LOAD CAS. Y Z 13.00 12.00 1. F.� .� PC Fate f Fi I 0 co 22,00 Q L1 COL02 COL03 hL�2- 09-18-07 E01 24.58 Mir (kips) (fps) (kip - t) Meter I - 7�IT �7i- iir �! fi YiY � �! �r RiF i �� ■E i� G D ��''y}O BAcK T-jOAD CASE 11 - SEISMIC TO RIGHT L _ --w3 0 COLO 4 0 LOAD CASE 10 LONG. IND I � _� - L ILEFT - 1 0 L L � 1 COL04 NUCOR BUILDING SYSTEMS Frame : FRAME LINE 7 JobName: INTERWEST CABSTs Job By: BDB * * DESIGN - FRAME RFACTIONS BY LOAD CASE Member a"001 n (kips) y (kips) z (kip -ft) 12-00 1.. 00 _. COL02 Member COL03 x (kips) Page . Pv (0 Date: 09-18-07 File 24.58 L- __ LOAD CASE I a DEA LOQ CASE 5_ LI -1 2COL L COL03 0 2 COL COL04 1 1 COL04 1 -----_--_--__ LOAD CASE 2 - CoIjT,A RAL LOAD CASE 6 KIND CASE I TO LEFT 1 0 COL03 1 0 COL LOAD CASE 3a��_.`'!__�+-Faa�laa_.F��T'i�:aT�r 71F�__,p.Jlp�__T�r�_a��a_T'+w�:+�-��:_�ir_��4�a�- �sa�li��___�vs,i ��+e��'T��.}W.�T•b: :'T 4T�� - ROOF LIVE LOAD CASE 7 WIND CASE COL -04 1 LOAD CASE 4 SN OW COLOI LOAD CASE 8 WIND CASE 2 L`' LI _1 -2 0 _ 3 0 COL04 I 1 0 ---------------- NUCORBUIMING SYS TEMS Fri a FRAME LINE Job Nam: INTERWEST CA13NET * DESIGN SUMMARYgFRAME REACTTONS . 50 Job f 7 DB 12.00 Page Date 9�l8-07 File} 24458 OL1 Ki [kzPsJ I-) z (kip-) COL02 j Meter COL03 x (kips) LOAD CASE 9 LONG. WIND I TO BACK CASE I I SEISMIC TO RIGHT COL01 - -4 0 i L - -1l L SEISMICLOAD CASE 10 LC)NG- WIND 1 TO FRONTCoLol 2 -4 LOAD CASE 12 L4 NUCOR BUILDING IS Fri Frane Line A and B Job Na M TERWEST CATS Job -#: U07M7002A By * UMAR- Fes' QCT IONS BY LOAD CAS U. . 00 12.00 1.00 12.00 Page Date: 09-18-07 07 File: a] L1 COL02 Meter (kips) "(kip—ft)4 skips a — --------------- LOAD CASE I - DEAD LOAD CASE 7 - WIND CASE 2 TO G -12 0 COL02_ ------------------------------ �_�__-_ -_ LOAD CASE 2 - COLTA RAL LOAD CASE 8 WTND CASE 2 TO -LEFT ------ Lo l 1 .0 Com L AD CAS y ROOF VIE LO�AD_ CASE LONG. -1 2 0 COL02 LOAD ASE 4 Nj LOAD CASE - I LONG. WIND I TO FRONT COL02, 0 COL02 ------------- LOAD CASE 5 - WIND CASE I TO RIGHT LOAD CASE 11 - LONG. WIND L0AD CASE 6 - WIND CASE I TO LEFT LOAD CASE 12 - LONG. WIND 2 To FRONT CoLol 0 COL01 12.00 NUCOR BUILDING SYSTEMS r an,p, Fri Line Aand B Job aue : I=f WET CABINETS ** DESIGN SUMMARY 13. 02 Job * U07M7002A B - FRAME QCT I ONS BY LOAD CAE Page: Date: 09-18-07 File ., F02 'Ll =10A 0 x M-embe , r (kips) (kips) (kip -ft) Member (ka".Ps) (kips) (kip -ft) LOAD CASE 13 LONG. WIND 3 To BAcK LOAD CASE 16 LONG. WIND 4 TO FRONT �z��aa•��r__��..i�_`�r__i�d��a__4�s��_�Ti�i�ap�,aa�+�saa�F11YF �r.��L�i��_i!$ie__T4�ise_-_rr r�aa'.�Y-4�_aT7Yr__7R! CoL i -0 Colo COL020 COL02 LOAD CASE 14 LONG* WIND 3 TO FRONT LOAD CASE 17SEISMIC— L COLD COL02 0 LOAD CASEf 15 LONG WIND 4 TO BACK LOAD CASE 18 SE ISMIC TO LEFT COL01 1 0 CoLol La _ --------------- wt 0 t 0 R CD Cf� 0 0 0 0 CD .-.T CD w 0 U) p r- 0 m z c K w m c CD i m z ni m