HIBISCUS 1411 NOTES FOR REACTIONS COLUMN LINE
Building reactions are based on
the following building data:
Width (ft = 50.0
Length (�t) = 75.0
Eave Height (ft) 60 16.0
Roof Slope (rise/12 1.6�1.0
Dead Load (psf .0
.0
Collateral Load (psf 3.0
Roof Uve Load ( f 20.0
Frame Live Load 6S 12-C)
Wind Speed (mph �sf 120.0
Wind Code IBC 00
Exposure C
Closed/Open C
Importance - Wind 1.00
Imporlia nce - Seismic 1.00
Seismic Coeff (Fa*Ss) 0.24
Id Description
---------------------- IV IV
1 DL+CO+LL FRAME LINE
2 0.60DL+WL1
3 O.60DL+WR1
4 0.60DL+WP RIGID FRAME: ANCHOR 13OLTS BASE PLATES
5 0.60DL+WR I+WS
I ----------------------------------
Frm Cal Anc. Bolt Base Plate (in Grou
Line Line NoO(in) Wid Len �hk (in)t
GENERAL NOTES --------
2 0 A 4. 0.750 8.000 10.31 0.500 0.0
2 0 F 4 0.750 8.000 10.31 0.500 0.0
1.� APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
E RESENT THE PROFESSIONAL OF RECORD.
2 * Frame lines: 2 3
(2.) FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
METAL BUILDING MANUFACTURER.
R3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH RIGID FRAME: BASIC COLUMN REACTIONS (k
EVATION AND LOCATION.
Frame Column ----Dead-----Collateral- ----Live---- --Wind-Ll--- --Wtnd_RI--- --Wind-L2---
�14.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert
14 THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER 2 * A 0.89 1.81 1.07 1.88 4.25 7.50 -9.59 -14.40 -2.60 -9.50 -8.10 -8.36
TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE 2 0 F -0.89 1.81 -1.07 1.88 -4.25 7.50 2.60 -9.50 9.59 -14.40 1.11 -3.41
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. Frame Column --Wimd_R2--- -Seismic-L-- -Seismic-R-- --LnWind-L-- --LnVind_R--
(5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE. NOTED. Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert
2 " A -1.11 -3.41 -0.16 -0.10 0.16 0.10 -3.14 -13.23 -3.59 -10.69
(6.) VALUES GIVEN FOR BENDS AND ANCHOR SOLT TOTAL LENGTHS ARE SUGESTED LENG-HS 2 * F 8.10 -8.36 -0.16 0.10 0.16 -0.10 3.59 -10.69 3.14 -13.23.
ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE
VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACnRS. 2 * Frame lines: 2 3
ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, & BASE PLATES
--------------------Column-Reoctions (k )-------------------
Out-Of-Plane -----------------------
Frim Cal Dead Coll Uve Wind-Left Wind-Right Wd P Wd S Anc. Bolt Base Plate (in Grout
Line Line Vert Vert Vert Horiz Vert Horiz Vert Horiz Horiz NoD(in) Wid Len �hk (in)
------------------------------------------------- ----------------
1 F 0.2 0.2 1.1 0.0 -1.1 0.0 -2.0 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
I E 0.7 0.7 3.9 0.0 -4.3 0.0 -6.4 -3.2 3.5 2 0.625 7.000 8.000 0.188 0.0
I C 0.7 0.7 3.9 0.0 -6.4 0.0 -4.3 -3.2 3.5 2 0.625 7.000 8.000 0.188 0.0
1 A 0.2 0.2 1-1 0.0 -2.0 0.0 -1.1 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
4. F 0.2 0.2 1.5 0.0 -2.0 0.0 -1.2 0.0 0.0 2 0.625 7.000 8.000 0.1 88 0.0
4 E 0.6 0.7 4.7 0.0 -6.2 0.0 -4.0 -3.0 3.3 2 0.625 7.000 8.000 0.188 0.0
FILE COPV 4 D 0.6 0.6 4.1 0.0 -3.6 0.0 -5.2 -2.8 3.1 2 0.625 3.500 8.000 0.188 0.0
4 a 0.3 0.3 2.0 0.0 -1.6 0.0 -3.0 -1.4 1.6 2 0.625 3.500 8.000 0.188 0.0
4 A 0.1 0.1 0.+ 0.0 -0.4 0.0 -0.4 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
BRACING REACTIONS, PANEL SHEAR
t Reactions (k ) Panel
---Wall— Cal --Wind----Seismic- Shear SEAL
Lac Line Line Harz Vert Harz Vert (lb/ft)
------------------------- ------
L-EW 1 45
F-SW F 86
R-EW 4 59
13-SW A 58
Ce,
CP
3 -C) 0 r/7
vil,
C3
FILE COPY
Air
ky /
REVISIONS DRAWING STATUS CENTURY STEEL BLDGS
REV. DESCRIPTION: FOR CONSTRUCTION
DATE DTLR DATE CHKR APPO FOR PERMIT ONLY PROJECT 50.0 x 75.0 x 16.0 ANCHOR BOLT PLAN
FOR APPROVAL ID 12758 DESIGN: DRAFT: 7CHECK:
OTHER, EXPLAIN PROJECT JACKSONVILLE, FL DATE: 4/28/ 4 1 SHEET OF
ADDRESS