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BUILDING BRACING REACTIONS FRAME LINES, 1 2 <br /> ± Recotlons(k) Pone1_Shear <br /> -- <br /> Wall - Col Wind - -Seismic - (Ib/1Q r.. _. -- TTT. COLUMN UNE <br /> ILae Line Line - Hors Verl Harz Vert Wind Ws Note <br /> IL-EW I (h <br /> F_SW B 1,2 0.8 1.3 0.3 05 bI <br /> iR_EW 7 h <br /> SB_SW <br /> A 1,2 0.8 1.3 0.3 05 b <br /> (b)Wind bent in bay,base above finish floor <br /> (h)Rigid frame al endwall <br /> H H <br /> Iv jv <br /> RIGID FRAME: MAXIMUM REACTIONS,ANCHOR BOLTS, &BASE PLATES <br /> Cdumn_Reaclions(k) <br /> Frm Col Load Hmos V Load Hmin V Ball(in) Bass_Plale(In) Croul <br /> Une Line Id H Vmos is H Vmin Oly Dia Width Length Thick (In) <br /> I• A 7 1.2 2.4 2 -1.4 -1.1 4 0.750 5.000 12.75 0,250 0.0 <br /> 1 0,5 5.4 4 0.5 -2.0 <br /> 1• B 3 1,4 -1.1 6 -1.2 2.4 4 0.750 5.000 12.75 0.250 0.0 <br /> 1 -0.S 5.4 5 -0.5 -2.0 <br /> 1• Frome lines: I 2 <br /> RIGID FRAME: BASIC COLUMN REACTIONS(A) <br /> Frame Column Dead---- --Collateral- I.ve---- Snow---- --Wind_Lef11- -Wunf_Riigh11- <br /> Une Line Horiz Vert Horiz Ved Horiz Vert Horiz Vert Hartz Vert Hartz Ved <br /> I. A 0.1 0.7 0.0 0.2 0.3 3.0 0.4 4.5 -1.7 -33 18 -0.1 <br /> I• B -0.1 0.7 00 02 -0.3 3.0 -0.4 4.5 -18 -0.1 I7 -3.3 <br /> Frame Column --Weld_Lef11- -Wlnd_R'hr2- --W7nd_Wng1- --Wlnd_Lang2- -Seismic_Lefl Sdsmic_R ht <br /> Une Une Hertz Vert Horiz g Vert Horiz Ved Noriz Ved Hartz Vert Hartz Vert <br /> I• A -2.3 -2.6 1.1 0.7 0.7 -4.1 0.5 -3.8 -0.4 -0.6 0.4 0.6 <br /> I• B -1.1 0.7 2.3 -2.6 -0.5 -3.8 -0.7 -4.1 -0.4 0.6 0.4 -0.6 <br /> Frame Column -Seismic_long -MIN_SNOW-- FTUNB_SL_L- FIUNB_SI_R- <br /> I Une Une Horiz Ved Ham Ved Ham Ved Hom Ved <br /> I. A 0.0 -0.6 0.4 2.9 0.4 4.0 0.4 2.1 <br /> I• B 0.0 -0.6 -0.4 2.9 -0.4 2.1 -0.4 4.0 <br /> 1• Frame lines: 1 1 <br /> NOTES FOR REACTIONS I <br /> I. All loading conditions are emmined and only maximum/minimum H or V and the <br /> corresponding H or V ore reported. <br /> • 2. Positive reactions are os shown In the sketch Foundation loads ore In <br /> opposite directions. <br /> 3. Bracing reactions are in the plane of the brace with the H pointing away <br /> from the braced bay. The vertical reaclion is downward. <br /> 4. Building reactions are based on lie lollowing building data: <br /> Width(H r 25.0 <br /> Length((�Q - 20.0 <br /> Eon Height(II) v 18.0/ 18.0 <br /> Roof Slope rise/11) = 2.0/ 2.0 <br /> Dead Load(pet ) . 2.0 <br /> Ca:laleral Load(psi MO ��F ' ' - EP.ET ` <br /> Root Lire Laadtppsf - p` :� <br /> Fromr U e lood(psr - 18.3 . <br /> Snow load(at ) = 25.0 <br /> Wind Speed(mph) = 97.0 REVIEWED FOR PERMIT <br /> Wine Cede = 18C 18 <br /> L spout. a B <br /> Closed/Open a 0 <br /> Importance Wind a 1.00 <br /> Smpodcnlo Seismic . 1.00 ' Q WALLA <br /> Seismic Zone o 0 2 y <br /> Seismic Coed(Fa•Ss) - 1.73 �`` Oc W A SyCI" <br /> C <br /> 5. Loading conditions ore: l 4'' <br /> 1 Deod+Coltotuat•Snoe+Sfide_Srow <br /> 2 0.6Dtodr0.6Wind_1e112 f '-'4" _ ti - ----� <br /> 3 0.60rod+0.6Wind_Ai9ht2 4 0,60tod+0.6Wind_longl1. I <br /> 5 0.60eod+0.6Wind-lony21. <br /> 6 Dead+Collater01+0.43WInd_..R1+0.75F1UNB_SL_L eti,t► , <br /> 7 Oeod+Cotlolero&t0.45Wmd_R4h11+0.75F11&40_S1._R -0 <br /> ANCHOR BOLT SUMMARY ' �' <br /> Bend <br /> -"`F .. ii li u'�'C <br /> Oh Locale (In) Type Dia L(In)en P(i) SSte , N <br /> 0 16 Frome 3/4" A307 3.00 2.50 i <br /> AUG 16 2021 <br /> • <br /> REVISIONS '" '" MOUNTAIN VIEW <br /> 11 C 6310 188th ST NE ENGINEERING, INC. <br /> ARLINGTON. WA 98223 A - ----- <br /> STEEL BUILDINGS LLC (306) 403-4900 345 No.Hain Si Suite A A1YC Job Number <br /> -_ Brigham City,UT 84302 X%XX%X <br /> "Built to Lost" www.hcisteelbuildings.corn REV,! DATE.. Phone(435)734 9700 <br /> 0 DESCRIPTION: ANCHOR BOLT REACTIONS CUSTOMER:1 Wilcox Construction Inc. <br /> PROJECT: Sunbelt Everett STREET:[ 7400 Hardeson Rd. <br /> - - - T <br /> JOB NO: 2992 CITY, ST, ZIP. Everett, WA 98201 <br /> DWN BY: RLG DATE: 7/27/21 CK BY: DATE: 7/27/21 ISSUE #: PAGE: 3 F <br /> - - I 1 I I O= 1 11 <br />