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FRAME LINES: 2 3 <br />4 T- COLUMN LINE <br />I- <br />V <br />NIIJIU I-NAMt: <br />MAXIMUM REACTIONS, ANCHOR BOLTS, <br />& BASE PLATES <br />Column Reactions k ) <br />Frm <br />Col - <br />Load Hmax V Load Hmin <br />V <br />Anc._Bolt <br />Base -Plate (in <br />Grout <br />Line <br />Line <br />ID <br />H Vmax ID H <br />Vmin <br />Qty Dia <br />Width Length hick <br />(in) <br />2* <br />B <br />2 <br />5.4 7.3 4 -3.4 <br />-16.8 <br />4 1.000 <br />8.000 13.00 0.500 <br />-12 <br />1 <br />3.0 14.8 <br />2* <br />A <br />2 <br />22.7 -32.4 3 -2.9 <br />-17.5 <br />6 1.000 <br />8.000 15.00 0.500 <br />-12 <br />1 <br />15.5 11.6 2 22.7 <br />-32.4 <br />2* <br />Frame lines: <br />2 3 4 <br />RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, <br />& BASE PLATES <br />Column Reactions ((k ) <br />Frm <br />Col <br />Load Hmax V Load Hmin <br />V <br />Anc._Bott <br />Base -Plate (in) <br />Grout <br />Line <br />Line <br />ID H Vmax ID H <br />Vmin <br />Qty Din <br />Width Length chick <br />(in) <br />5* <br />B <br />2 5.0 6.8 4 -3.2 <br />-15.8 <br />4 1.000 <br />8.000 13.00 0.500 <br />-12 <br />1 2.8 13.9 <br />5* <br />A <br />2 21.2 -30.1 3 -2.8 <br />-16.3 <br />6 1.000 <br />8.000 15.00 0.500 <br />-12 <br />1 14.4 11.0 2 21.2 <br />-30.1 <br />5* <br />Frame lines: <br />5 6 <br />RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, <br />& BASE PLATES <br />Column <br />Reactions <br />k ) <br />Frm <br />Col <br />Load Hmax <br />V <br />Load <br />min <br />V <br />Anc._Bolt <br />Base -Plate (in) <br />Grout <br />Line <br />Line <br />ID H <br />Vmax <br />ID <br />H <br />Vmin <br />Qty Diu <br />Width Length Thick <br />(in) <br />7* <br />B <br />2 3.9 <br />5.9 <br />5 <br />-2.3 <br />-10.4 <br />4 1.000 <br />8.000 13.00 0.500 <br />-18 <br />1 2.2 <br />11.5 <br />7* <br />A <br />2 16.0 <br />-23.2 <br />3 <br />-2.3 <br />-12.2 <br />6 1.000 <br />8.000 15.00 0.500 <br />-18 <br />1 10.8 <br />8.7 <br />2 <br />16.0 <br />-23.2 <br />7* <br />Frame lines: <br />7 8 <br />RIGID FRAME: <br />MAXIMUM REACTIONS, ANCHOR BOLTS, <br />& BASE PLATES <br />Column Reactions <br />k ) <br />Frm <br />Col <br />Load Hmax <br />V <br />Load <br />Fimin <br />V <br />Anc._Bolt <br />Base -Plate (in <br />Grout <br />Line <br />Line <br />ID <br />H <br />Vmax <br />ID <br />H <br />Vmin <br />City Dia <br />Width Length <br />Lkin) <br />9 <br />B <br />2 <br />2.7 <br />2.4 <br />3 <br />-1.7 <br />-5.2 <br />4 0.750 <br />8.000 11.00 <br />0.500 -4.0 <br />1 <br />1.7 <br />6.9 <br />4 <br />-1.5 <br />-5.5 <br />9 <br />A <br />2 <br />8.5 <br />-12.7 <br />3 <br />-1.4 <br />-6.4 <br />4 0.750 <br />8.000 11.00 <br />0.500 -18 <br />1 <br />5.3 <br />5.4 <br />2 <br />8.5 <br />-12.7 <br />RIGID FRAME: <br />BASIC COLUMN REACTIONS (k ) <br />Frame Column ---- <br />Dead ---- <br />-Collateral- <br />----Live---- <br />--%nd_L1--- <br />--W1nd_Rl--- <br />--W1nd12--- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />2* <br />8 2.9 <br />7.7 <br />0.1 <br />1.1 <br />0.0 <br />6.0 <br />-7.8 <br />-27.9 <br />0.2 <br />-13.8 <br />-3.8 <br />-14.8 <br />2* <br />A 15.6 <br />-1.7 <br />-0.1 <br />1.1 <br />0.0 <br />12.2 <br />-20.5 <br />-27.5 <br />3.3 <br />-48.9 <br />-11.9 <br />-29.9 <br />Frame Column -Ai --- <br />---LnWindt-- <br />---Ln Windt-- <br />--Seismic_L- <br />--Seismic-R- <br />---LnSeis--- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />2* <br />B 4.2 <br />-0.7 <br />-8.1 <br />-31.9 <br />-4.2 <br />-18.7 <br />-0.2 <br />-0.7 <br />0.2 <br />0.7 <br />0.0 <br />-0.8 <br />2* <br />A 11.9 <br />-51.2 <br />-15.9 <br />0.7 <br />-7.3 <br />-1.6 <br />-0.4 <br />0.7 <br />0.4 <br />-0.7 <br />0.0 <br />-3.0 <br />Frame Column-LWIND7_L2E- <br />-LWINDl-22E- <br />-LWIND2 I9E- <br />-LWIND2-R2E- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />2* <br />B -0.5 <br />-3.9 <br />-0.4 <br />-1.1 <br />-0.5 <br />-3.9 <br />-0.4 <br />-1.1 <br />2* <br />A -0.4 <br />0.7 <br />-0.4 <br />-2.0 <br />-0.4 <br />0.7 <br />-0.4 <br />-2.0 <br />Frame Column ---- <br />Dead ---- <br />-Collateral- <br />----Live---- <br />--Wind11--- <br />--Wind_R1--- <br />--Wind_L2--- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />5* <br />B 2.7 <br />7.2 <br />0.1 <br />1.0 <br />0.0 <br />5.7 <br />-7.2 <br />-26.0 <br />0.2 <br />-12.9 <br />-3.5 <br />-13.8 <br />5* <br />A 14.6 <br />-1.5 <br />-0.1 <br />1.0 <br />0.0 <br />11.4 <br />-19.2 <br />-25.6 <br />3.0 <br />-45.5 <br />-11.2 <br />-27.8 <br />Frame Column--Wlnd_R2--- <br />---LnWindl-- <br />---LnYAnd2-- <br />--Seismic-L- <br />--Seismic-R- <br />---LnSeis--- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />5* <br />B 3.9 <br />-0.6 <br />-7.6 <br />-29.9 <br />-3.9 <br />-17.6 <br />-0.2 <br />-0.6 <br />0.2 <br />0.6 <br />0.0 <br />-0.8 <br />5* <br />A 11.0 <br />-47.7 <br />-14.8 <br />0.5 <br />-6.8 <br />-1.7 <br />-0.4 <br />0.6 <br />0.4 <br />-0.6 <br />0.0 <br />-3.0 <br />Frame Column-LWINDI-L2E- <br />-1_WIND1_R2E- <br />-LWIND212E- <br />-LWIND2_R2E- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />5* <br />B -0.4 <br />-3.6 <br />-0.4 <br />-1.1 <br />-0.4 <br />-3.6 <br />-0.4 <br />-1.1 <br />5* <br />A -0.4 <br />0.7 <br />-0.4 <br />-1.9 <br />-0.4 <br />0.7 <br />-0.4 <br />-1.9 <br />Frame <br />Column ----Dead---- <br />-Collateral- <br />----Live---- <br />--Wind11--- <br />--Wind_R1 --- <br />--Wind_L2--- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />7* <br />B 2.1 <br />6.0 <br />0.1 <br />0.8 <br />0.0 <br />4.7 <br />-5.5 <br />-20.2 <br />0.3 <br />-9.6 <br />-2.7 <br />-10.7 <br />7* <br />A 10.9 <br />-1.2 <br />-0.1 <br />0.8 <br />0.0 <br />9.1 <br />-14.8 <br />-19.1 <br />2.4 <br />-34.7 <br />-8.6 <br />-20.9 <br />Frame <br />Column--Wind_R2 --- <br />--- LnWindl-- <br />--- Ln Windt-- <br />--Seismic-L- <br />--Seismic_R- <br />-1_WINDI_1_2E- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />7* <br />B 3.1 <br />-0.1 <br />-5.7 <br />-20.7 <br />-2.9 <br />-11.2 <br />-0.2 <br />-0.5 <br />0.2 <br />0.5 <br />-0.3 <br />-2.7 <br />7* <br />A 8.6 <br />-36.6 <br />-11.5 <br />2.3 <br />-5.3 <br />0.4 <br />-0.3 <br />0.5 <br />0.3 <br />-0.5 <br />-0.3 <br />0.5 <br />Frame <br />Column-LWINDI_R2E- <br />-LWIND2_L2E- <br />-LWIND2_R2E- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />7* <br />B -0.3 <br />-0.8 <br />-0.3 <br />-2.7 <br />-0.3 <br />-0.8 <br />7* <br />A -0.3 <br />-1.4 <br />-0.3 <br />0.5 <br />-0.3 <br />-1.4 <br />Frame <br />Column ----Dead---- <br />-Collateral- <br />----Live---- <br />--WInd11--- <br />--Wind_R1--- <br />--Wind_L2--- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />9 <br />B 1.5 <br />3.3 <br />0.0 <br />0.4 <br />0.1 <br />3.2 <br />-4.3 <br />-12.0 <br />0.1 <br />-6.4 <br />-2.5 <br />-7.0 <br />9 <br />A 5.5 <br />-0.5 <br />0.0 <br />0.4 <br />-0.1 <br />5.5 <br />-7.8 <br />-10.1 <br />2.0 <br />-19.5 <br />-4.8 <br />-11.0 <br />Frame <br />Column--Wlnd_R2 --- <br />---LnWindl-- <br />---Ln WInd2-- <br />--Seismic_L- <br />--Seismic_R- <br />-LWNDt_L2E- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />9 <br />B 1.9 <br />-1.4 <br />-3.8 <br />-10.9 <br />-1.9 <br />-5.9 <br />-0.1 <br />-0.3 <br />0.1 <br />0.3 <br />-0.2 <br />-1.5 <br />9 <br />A 5.0 <br />-20.3 <br />-5.5 <br />1.0 <br />-2.5 <br />0.1 <br />-0.1 <br />0.3 <br />0.1 <br />-0.3 <br />-0.1 <br />0.3 <br />Frame <br />Column-LWIND7_R2E- <br />-LWIND2_L2E- <br />-LWND2_R2E- <br />Line <br />Line Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />9 <br />B -0.2 <br />-0.4 <br />-0.2 <br />-1.5 <br />-0.2 <br />-0.4 <br />9 <br />A -0.1 <br />-0.8 <br />-0.1 <br />0.3 <br />-0.1 <br />-0.8 <br />2* <br />Frame lines: <br />2 3 4 <br />5* <br />Frame lines: <br />5 6 <br />7* <br />Frame lines: <br />7 8 <br />ENDWALL COLUMN: <br />BASIC COLUMN REACTIONS (k ) <br />Rafter <br />Rafter Brace Brace <br />Fmi <br />Col <br />Dead <br />Coliat <br />---Live--- <br />Wind_L <br />Wind_R --Wind_L-- --Wind-R-- Wind_P <br />Wind_S <br />Line <br />Line <br />Vert <br />Vert <br />Harz Vert <br />Vert <br />Vert Harz Vert Harz Vert Harz <br />Harz <br />1 <br />B <br />1.0 <br />0.5 <br />-0.1 3.9 <br />-3.9 <br />-6.3 8.7 -12.8 0.0 -2.4 -4.5 <br />5.5 <br />1 <br />A <br />1.3 <br />0.5 <br />0.0 4.9 <br />-13.3 <br />-15.4 0.0 -4.4 3.8 -19.2 -3.7 <br />4.1 <br />Frm <br />Col <br />LnWindl <br />LnWind2--Seis1-- <br />--Seis-R-- <br />-LWINDI_L--LWIND7_R--LWIND21- <br />Line <br />Line <br />Vert <br />Vert <br />Harz Vert <br />Harz <br />Vert Harz Vert Harz Vert Harz Vert <br />1 <br />B <br />-6.5 <br />-3.9 <br />0.2 -0.3 <br />0.0 <br />0.2 0.0 -1.4 0.0 -0.2 0.0 -1.4 <br />1 <br />A <br />-5.8 <br />-3.4 <br />0.0 0.3 <br />0.2 <br />-0.2 0.0 -0.1 0.0 -1.3 0.0 -0.1 <br />Frm <br />Col <br />-LWIND2_R- <br />Line <br />Line <br />Harz <br />Vert <br />1 <br />B <br />0.0 <br />-0.2 <br />1 <br />A <br />0.0 <br />-1.3 <br />ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES <br />Column Reactions (k ) <br />Frm Col <br />Load <br />Hmax <br />V <br />Load Hmin <br />V <br />Anc. Bolt <br />Base -Plate (in) <br />Grout <br />Line Line <br />ID <br />H <br />Vmax <br />ID H <br />Vmin <br />Qty Din <br />Width Length Lk <br />(in) <br />1 B <br />6 <br />3.3 <br />-9.3 <br />7 -2.7 <br />-3.3 <br />4 0.750 <br />8.000 8.500 0.500 <br />-12 <br />1 <br />-0.1 <br />5.5 <br />6 3.3 <br />-9.3 <br />1 A <br />8 <br />2.5 <br />-14.3 <br />7 -2.2 <br />-2.7 <br />4 0.750 <br />8.000 8.500 0.500 <br />-12 <br />1 <br />0.0 <br />6.7 <br />8 2.5 <br />-14.3 <br />NOTES FOR REACTIONS <br />1. All loading conditions are examined <br />and only maximum/minimum H or V and the <br />corresponding H or V are reported. <br />2. Positive reactions are as shown in the sketch. Foundation loads are 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 reaction is downward. <br />4. Building reactions are based on the following building data: <br />Width (ft) <br />= 21.0 <br />Length (it) <br />= 237.0 <br />Eave Height (ft) <br />= 23.3/ 17.3 <br />Roof rise/)2) <br />3.4 <br />Dead Lload �psf <br />= 3.1 <br />Collateral Load (psf ) <br />= 3.0 <br />Roof Live Load(psf ) <br />= 20.0 <br />Frame Live Load(psf ) <br />= 12.0 <br />Wind Speed (mph) <br />= 146.0 <br />Wind Code <br />= FBC 10 (IBC 12) <br />Exposure <br />= C <br />Closed/Open <br />= C <br />Importance Wind <br />= 1.00 <br />Importance Seismic <br />= 1.00 <br />Seismic Zone <br />= A <br />Seismic Coeff (Fa -Ss) <br />= 0.13 <br />5. Loading conditions are: <br />1 DL+CL+LL <br />2 DL+0.60WR2 <br />3 O.60DL+O.6OWL1 <br />4 0.60DL+0.6OLnWndl+0.60LWINDI_L2E <br />5 O.60DL-0.60LnWnd1+O.60LWINDI_L2E <br />6 0.60DL+0.60WL2+0.60WS FO <br />7 0.60DL+0.60WP+0.6OLn Wndl <br />8 0.60DL+0.60WR2+0.60WS OWN, <br />BUILDING BRACING REACTIONSr <br />± Reactions (k) Panel <br />-Wall - Col -Wind - -Seismic - Shear <br />Loc Line Line Harz Vert Harz Vert (lb/ft) <br />L_EW 1 B,A 8.7 8.9 0.2 0.2 <br />F_SW A Wind Bent In Wall <br />R_EW 9 Rigid Frame At Endwall <br />B_SW B Wind Bent In Wall <br />WIND BENT REACTIONS <br />± Reactions <br />-Wall - <br />Col <br />Wind(k ) Seismic(k ) <br />Loc Line <br />Line <br />Harz Vert Horz Vert <br />1 <br />2.0 2.1 <br />F_SW A <br />F_SW A <br />4 <br />5 <br />1.8 1.9 <br />1.8 1.9 2.0 2. <br />B_SW B <br />H H B_SW B <br />5 <br />4 <br />2.1 3.1 0.4 W <br />2.1 3.1 0.4 <br />�A tj► <br />• �*►� <br />.0 <br />iV }V <br />• <br />6 5 •:*Z <br />,SUN 9 D12 - 'W <br />I o <br />s <br />SEALING OF THIS DRAMA •jJOT L <br />OR CONSTITUTE THAT GSLiI ER P <br />IS THE ENGINEER OF RECO N , ** �wN <br />PROFESSIONAL FOR THIS PR T Y•O R <br />DESIGN OF THE METAL BUILDI <br />FURNISHED BY GSC IS INCLUDED. <br />V ,,� <br />�Ci <br />ANALYSIS, ELECTRICAL, AND MECHA 1)� 0 <br />SYSTEMS, AND/OR OTHER PARTS SUPPLI&I'llBolt <br />. <br />ANYONE OTHER THAN GSC ARE SPECIFICALLY <br />EXCLUDED. NO INSPECTION OR SUPERVISION IS <br />IMPLIED. <br />DESCRIPTION <br />DATE <br />DRN <br />CHK <br />DES. <br />EL <br />ON <br />DESCRIPTION <br />ANCHOR BOLT REACTION <br />PROVAL/PERMIT <br />5P8/12 <br />NMH <br />JYW <br />JEP <br />CUSTOMER <br />Sunrise Properties <br />JF./CONSTRUCTION <br />S/29/12 <br />JMD <br />MYG <br />JEP <br />END USER <br />Sunrise Properties <br />END USE <br />Commercial <br />LOCATION <br />6520 Fort King Road Zephyrhills, FL 33542 <br />-B1 NMH <br />--JYW <br />-TEP <br />.."` NOT TO SCALE <br />