Permit 734 - 748 Cavalla RoadNOTES FOR REACTIONS
Building reactions are based on
the following building data:
-----
Anc. Bolt
Width (ft
= 50.0
Length t)
= 75.0
Eove Height (ft)16.0
16.0
Roof Slope rise/12)
1.0 1.0
Dead Load psf )
_ .0
Collateral Load (psf )
- 3.0
Roof Live Load (psf
Frame Live Load
20.0
12.0
l sf
Wind Seed (mph
O
Wind Code BC
00
Exposure
C
Closed/Open
C
Importance - Wind
= 1.00
Importance - Seismic
- 1.00
Seismic Coeff (Fa•Ss)
= 0.24
Id Description
1 DL+CO+LL
2 0.60DL+WL1
3 0.60DL+WR1
4 0.60DL+WP
5 O.60DL+WR I +WS
GENERAL NOTES
(1.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
E RESENT THE PROFESSIONAL OF RECORD.
(2.)FOUNDA INDESIGN
AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
METAL BUILDG
(3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH
ELEVATION AND LOCATION.
(4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES
N THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER
TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS.
(5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE. NOTED
(6J VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTEO LENG'HS
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 FACTDRS.
FILE COPV
lql i
Q T
t_ COLUMN LINE
IV IV
FRAME UNE
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
---
Frm
-----
Col
-----
Anc. Bolt
---------------------
Base Plate (in
Grout
Line
Line
NoO(in)
Wid Len hk
(in)
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
2 • Frame lines: 2 3
RIGID
FRAME:
BASIC COLUMN REACTIONS (k )
ID 12758
FOR APPROVAL
Frame
Column ---- Dead ---- -Collateral-
----Live----
--Wind-L1---
--Wlnd_RI---
--Wind-L2---
Line
Line Horiz
Vert Horiz Vert
Horiz Vert
Horiz Vert
Horiz Vert
Horiz Vert
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
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
Frame Column--Wind_R2--- -Seismic-L---Seismic-R-- --LnWind-L----LnVnd-R--
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
2 • F 8.10 -8.36 -0.16 0.10 0.16 -0.10 3.59 -10.69 3.14 -13.23
2 • Frame lines: 2 3
ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, & BASE PLATES
--------------------Column-Reactions
CENTURY STEEL BLDG:
(k )-------------------
ID 12758
FOR APPROVAL
PROJECT JACKSONVILLE, FL
ADDRESS
OTHER, EXPLAIN
--------------
Out-Of-Plane
-------
----------------
Frm
Col
Dead
Coll
Live
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
Thk
(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
1
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
1
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
0.188
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
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
B
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
' 0.4
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-- Col --Wind----Seismic- Shear
Lac Line Line Harz Vert Harz Vert (Ib/ft)
------
L-EW 1 45
F -SW F 86
R -EW 4 59
13 -SW A 58
FILE COPY
URAWING slAlUSI
FOR CONSTRUCTION
FOR PERMIT ONLY
CENTURY STEEL BLDG:
PROJECT 50.0 x 75.0 x 16.0
ID 12758
FOR APPROVAL
PROJECT JACKSONVILLE, FL
ADDRESS
OTHER, EXPLAIN
--------------
41
v��-ti 4�'� - ,•Cid �
3 :C) fi r/7
Air
ANCHOR BOLT PLAN
DESIGN: I
DRAFT: T CHECK: