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STRUGTURAL NOTES METAL BUILDING 40' -0"
CODE: 2006 IBG STRUCTURE 4"
DESIGN LIVE LOADS #5 GONT w/ #4 "L"
ROOF: SNOW LOADS IN AGGORDANGE WITH 2006 IBG. BARS @ I6 "GG t v
GROUND SNOW LOAD 30 PSF
00
30 "x30 "x4'
WINDLOAD: WIND LOADS IN AGGORDANGE WITH 2006 IBG. _
BASIC w/ (3) #4 WIND SPEED = GO MPH EAGH WAY SI 5I �Groc
EXPOSURE "G" _
I = 1.0 dot °oc
GONG SLAB, SEE PLAN
SEISMIC ZONE "B" FOR REINF. I c c e I
FOUNDATIONS: A GEOTEGHNIAL EXPLORATION AND ENGI- 51 �'O 51
NEERING REVIEW WAS NOT PERFORMED, 6" GONGRETE SLAB Groc o
A SOIL BEARING GAP i I I 1 500 PSF WAS U d o WITH I.5LB5 /GUBIG �61 P°
OWNER SHALL VERIFY CAPACITY /CONDITION OF SOILS. m °
YARD FIBERMESH
12" GONG WALL w/ #5 TOP SAWGUT CONTROL �c�F boc
cS�_V D(
GONGRETE CONSTRUCTION a BOTTOM w/ #4x36" VERT v JOINTS C 10'
�o v
I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE @ 24 GG Q c
REQUIREMENTS OF AGI 301, LATEST EDITION. < k A ��'����
2. PROVIDE A 2 X 4 FORMED GONSTRUGTION KEYWAY AT
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ALL HORIZONTAL AND VERTICAL POUR EDGES. fib — � ��p o�� 30 "x30 "x4' '
GONGRETE REINFORGEMENT �P\p� w/ x3C) 1
I. REINFORCING STEEL SHALL BE 60 GRADE. 1' Q = p�p� EAGH WAY 51
2. GONGRETE COVER REQUIREMENTS FOR
UNLES S NOTED O THERNI S EON DETAILS.
CONCRETE
UNLESS THERWIE ON DTAILS. I J I
A. GONCRETE CAST AGAINST EARTH: 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1.5° 19' - 8" 4 �t �1
V
�j� SCALE: 3/4" = I' —O° 4" IG' -b"
3. REINFORCING BAR SPLICES SHALL BE IN #4 "L" BAR 24" w/ 3b"
AGGORDANGE WITH THE REQUIREMENTS OF AGI 31b, LEG w/ #4 GONT 2
LATEST EDITION, AND AS FOLLOWS: #4 -20 ": S1
#5-2(9": #(9-31": # ".
N
CAST —IN —PLACE GONGRETE HAIRPIN, SEE PLAN
I. GONGRETE GEMENT SHALL MEET ASTM G -150, TYPE 1. ESSlBB ® ® ® ® +®
GONGRETE MIX DESIGN - W E ® ® ®Q ® ® ® ®� ®,® 0,
1. USE F'G = 4,000 PSI (L6.5 - 4 LIMESTONE
GONGRETE FOR ALL GONGRETE. DESIGN GONGRETE t�
MIXES TO THE FOLLOWING SPEGIFIGATIONS. GOL w/ A.B. w/
MIN. GEMENT MAX W/G - _ 3 - #4 TIES S '
MIX PER CY(SAGKS) RATIO AIR SLUMP
L6.5 6 112 0.44 5-7 2 -4 GONG SLAB ® ®® ® ®®
12" GANG WALL BEYOND
d RUN REINF THRU
COLUMN FTG
GONG FTG, SEE
PLAN
PROJECT LOCATION
Hanner Salvage 79S East Dixon Road
Washington County Blair, NE 68008
m 7 3283 CO. RD. V ALL STEEL BUILDING CODE DESCRIPTION
x , DECATUR, NE BUILDINGS 2006 IBC 30'x40'x72' EAVE
2 ) I� I I 68020 �!� DATE REVISION DRAWN
08.27.10 CONSTRUCTION MJR
SI SCALE: 3/4'' = 1' -0" REVIEWED DWG
402- 349 -5646 877 - 216 -9127 I MJR S1
J
O CEES 8 X 3 112 16GA CEE X 3 1/ 6GA J J J co
CEES 8 X 3 112 16CA O CEES 8 3 /2 16GA CEES 8 X 3 1/2 16GA O
ZEES 8 X 3 112 166A
EAVESTRUTS 8 X 5 X 5 14GA N X
WIND BRACING 5/8 ROD WITH TURN BUCKLE �$2 ✓ ry X
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BASE ANGLE BASE ANGLE
12 201 20' ' 0 20 O 20' o
2. 5 F- 5' O 40' O 40 O
1/2 X 8 PLATE
1/2 X 8 PLATE \ S I DEWALL AT NORTH S I DEWALL AT SOUTH
„ X141.b• 12 „x14Lb
112 X 8 PLATE
RAKE ANGLE RgKE gN GL-E RAKE ANGLE RgKE gNGEE
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CU X ES 8 X 3 112 16GA
X ES 8 X 3 1/2 16GA
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CO -Q -Q
8x10
iv CEES 8 X 3 1/2 16 O CEES 8 X 3 1/2 16GA O ❑vD❑ ❑R AD
1/2 X 8 PLATE CEES 8 X 3 1/2 16GA N
IS' -O” -
3068 -
WALK
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DOOR oo - co
MAINFRAME
1' -4"
40'0 15' -0"
30' -O" 15' -O" 5' -O"
ES 1 ES 1
ENDWALL AT EAST ENDWALL AT WEST
PR1 PR1 CEES 8 X 3 112 16GA
1 ZEES 8 X 3 112 16GA
T EAVESTRUTS 8 X 5 X 5 14GA l ostl o1 /toot
WIND BRACING 5/8 ROD WITH TURN HUCKL ® ® ® ® Q ® FESS
PR1 PR1 O
X
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S PR1 PR1 ®
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PR 1 4 ® �B&g000 01 ,® OF I
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PROJECT LOCATION
Harmer Salvage 795 East Dixon Road
Washington County Blair, NE 68008
ES1 ESi 3283 CO. RD, X LL STEEL BUILDING CODE DESCRIPTION
DECATUR, N UILDINGS 2006 IBC 30'x40'x12' EAVE
68020 DATE REVISION DRAWN
NA RD.SrE 08.27.10 CONSTRUCTION MJR
REVIEWED DWG
402 - 349 -5646 877- -216 -9127 1 MJR S2