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, ' OB SI TEi 9768 OAK VALLEY ROAD
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-—-� PHONE: UNITS:
02-3 9.56 6 877.216.9127 FEET & INCHES
THIS BUILDING MEETS OR EXCEEDS CODE: ORDER: DATE:
IBC2009 #1834 070317
)EAD: SNOW: WIND: SHEET: TIME:
3, 00 PSF 30, 00 PSF 115 MPH
APPROVED
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CUSTOMER: DEREK LIVERMORE
DESCRIPTION:40'x60'xl6'
DRAWN BY:
JJaJ CLmupRd 1',: �-y dLLSlEEL
.DB SITES 9768 OAK VALLEY ROAD
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PHONE:
UNITS:
FEET & INCHES
DWG. NAME:
FRAME.OWG
CHECKED B
402-3 49-5 s77.216-91�251
THIS BUILDING MEETS OR EXCEEDS CODE:
I BC2009
ORDER: # 1834
DATE'
071117
�
DEAD:
SNOW:
WIND:
ro 8"x3 Y2" 14 GAUGE CEES
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8"X5"x4" 14 GAUGE EAVESTRUTS
WB 8" HR ROD WIND BRACING
BLAIR, NE 6 3008
CUSTOMER: DEREK LIVERMORE
DESCRIPTION:40'x60'xl6'
DRAWN BY:
JJaJ CLmupRd 1',: �-y dLLSlEEL
.DB SITES 9768 OAK VALLEY ROAD
SH
OY.vrun h2'6Sr1J ": DULIDL\'(3S
� y
PHONE:
UNITS:
FEET & INCHES
DWG. NAME:
FRAME.OWG
CHECKED B
402-3 49-5 s77.216-91�251
THIS BUILDING MEETS OR EXCEEDS CODE:
I BC2009
ORDER: # 1834
DATE'
071117
�
DEAD:
SNOW:
WIND:
SNEET:
J
3, 00 PSF
30.00 PSF
115 �
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m
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Door
4�
i 10' 4'
24'_8 59' -4' 24'-8'
CUSTOMER: DEREK LIVERMORE
DESCRIPTION:40'x60'xl6'
DRAWN BY:
JJaJ CLmupRd 1',: �-y dLLSlEEL
.DB SITES 9768 OAK VALLEY ROAD
SH
OY.vrun h2'6Sr1J ": DULIDL\'(3S
� y
PHONE:
UNITS:
FEET & INCHES
DWG. NAME:
FRAME.OWG
CHECKED B
402-3 49-5 s77.216-91�251
THIS BUILDING MEETS OR EXCEEDS CODE:
I BC2009
ORDER: # 1834
DATE'
071117
REVISION: 071117 t•toveD ia'xia' OH DOOR To
EAST SIDEWALL AND CHANGED TO
10'x10' OH POOR
DEAD:
SNOW:
WIND:
SNEET:
TIME:
3, 00 PSF
30.00 PSF
115 �
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► 60'
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CUSTOMER_:
I
DEREK LIVERMORE
9768 OAK VALLEY ROAD
DESCRIPTION:40'x60'x16'
ES1 8"x5"x4"
16 GAUGE EAVESTRUT
-12M County Rd. V :;-=` f ALL Sr -FEL
Decatur, NL•'66010`• �,e: BUILDINGS
'=
BLAIR. NE 63008
- _ -
PHONE:
UNITS:
DWG. NAME:
ES2 8"X5"x4"
14 GAUGE EAVESTRUTS
lay y ,
' -
FEET & INCHES
ROOF.DWG
402-349,5646 877.216.9127
WB V HR ROD WIND BRACING
THIS BUILDING MEETS OR EXCEEDS CODE:
ORDER:
DATE:
REVISION:
4"
4 If iO
0
Lw
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U
Lr)Z
o"
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8"
6"
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OUTSIDE OF CONCRETE
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CORNERS
CENTER K3
COLUMNS
4 if
(K�MAINF 74RAME
COLUMNS
WINDOW OR DOOR
UPRIGHTS g„
OUTSIDE OF CONCRETE 4
PLEASE REVIEW YOUR ANCHOR BOLT
DRAWING. PLEASE SIGN, DATE AND
RETURN TO HARDSTEEL BUILDINGS THAT
YOU HAVE ACCEPTED LOCATIONS OF ALL
DOORS &/OR WINDOWS AND BAY SIZES
SIGNATURE:
91004 1;*
IF ANCHOR BOLTS ARE NOT SET CORRECT TO
ANCHOR BOLT DRAWING, ADDITIONAL CHARGES
MAY APPLY FOR BUILDING MODIFICATIONS.
PLEASE
SIGN
HERE
,� RETUR
ANCHORS MUST BE SET WITH AT
LEAST 22" OF BOLTS EXPOSED,
NO MORE THAN 5".
ANCHOR BOLTS 2 1/2" EXPOSED
CCRET
00
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m
4"
2" EXPOSED
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WEST SIDEWALL
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UB S1 I LI 9768 OAK VALLEY ROAD
3287 CountyRd. V ALL STEEL
BL)RDLVGS GLAIR NE 68008
Dcratur, NE68020
�- - - PHONE: UNITS:
402-349-5646 877.216.9127 FEET & INCHES
THIS BUILDING MEETS OR EXCEEDS CODE: ORDER: DATE:
IBC2009 #1834 070317
DEAD: SNOW: WIND: SHEET: TIME:
3, 00 PSF 30. 00 PSF 115 MPH
0
z
SH
DWG. NAME: ANCHOR.DWG I CHE
REVISION:
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Door
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J, J,
UB S1 I LI 9768 OAK VALLEY ROAD
3287 CountyRd. V ALL STEEL
BL)RDLVGS GLAIR NE 68008
Dcratur, NE68020
�- - - PHONE: UNITS:
402-349-5646 877.216.9127 FEET & INCHES
THIS BUILDING MEETS OR EXCEEDS CODE: ORDER: DATE:
IBC2009 #1834 070317
DEAD: SNOW: WIND: SHEET: TIME:
3, 00 PSF 30. 00 PSF 115 MPH
0
z
SH
DWG. NAME: ANCHOR.DWG I CHE
REVISION:
Derz k-
so
I - a _ I - i -EE -
THE BUILDING FOUNDATI❑N MUST 1��BE SQUARE, LEVEL, AND CORRECT.
ANCHORS MUST BE SET WITH AT LEAST 22 OF BOLTS EXPOSED, NO MORE THAN 5 .
ALL DIMENSIONS ARE CENTERED BETWEEN ANCHOR 130LTS�,
ANCHOR BOLTS 2 1/2*1 XP❑SED 2 1/2" EXPOSED
l '.3 . •,
41
❑NCRETE `
C
a CO
4"
L,
4N4" u
O DOUBLE ANCHOR BOLTS SINGLE ANCHOR BOLTS
LINE FOR OUTSIDE TO OUTSIDE DIMENSIONS
4" LINE TO SET ANCHOR BOLTS
INSIDE LINE FOR PERIMETER FOOTINGS
o��e�
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off%
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GAO
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CONCRETE FLATW❑RK1
oma/ OUTSIDE DIM, ARE EXACT DIMENSI❑NS OF BUILDING,
10- CUSTOMER MUST TIE FOOTINGS TO CONCRETE SLAB
EXAMPLE1 BUILDING IS 40' WIDE X 60' LENGTH
OUTSIDE TO OUTSIDE DIMENSIONS ARE 40' WIDE X 60' LENGTH
Ci
ALL DIMENSIONS ARE CENTERED
�I BETWEEN ANCHOR BOLTS,
• 20]w
12' -10"
4"
DOUBLE%`NCHORS`--ldSED AT SINGLE ANCHORS USED AT
CORNERS, MAINFRAMES, FRAMED OPENINGS
& CENTER. COLUMNS
Because our anchor bolts are welded together, templates are not needed
CUSTOMER IS RESPONSIBLE TO MEET LOCAL BUILDING CODES
PERIMETER FOOTINGS MINIMUM REQUIREMENTS
8" WIDE x42" DEEP (MUST BE BELOW FROSTLINE),
#4 TOP & BOTTOM WITH #4x36" VERT @24" CC
MAINFRAME COLUMN FOOTINGS MINIMUM REQUIREMENTS
` 2DIAMETER X 42" DEEP (MUST BE BELOW FROSTLINE),
6 - #4 VERTICLE WITH #4 TIE @ TOP, MIDDLE, & BOTTOM
WHEN POURING FLATWORK, CUSTOMER MUST TIE
COLUMN FOOTINGS TO CONCRETE SLAB
N 400# W LU 4 OUTSIDE OF CONCRETEv o 0 N" CENTER OF ANCHORS 4N N
OZ 8 O O 8
U CORNERS AINFRAME
o
COLUMNS
WINDOW OR DOOR
O O UPRIGHTS g"
4„ r p O O CENTER 8N
4" 8" COLUMNS 4"
OUTSIDE OF CONCRET
THS BUILDM WETS OR EXCEEDS
I> 000
FOR A MOM OF:
OFAD: LIr (H r1n) Or= (flaw
3, 00 PSF 30, 00 PSF 30. 00
N9ID: SNOI'Y. CDUATMAL.
90 14PH 30.00 PSF , 00
DESCRFOM NUN-INSULAILU bUILL
PERIMETER FOOTINGS
Hardsteel, Inc. ` 1k°T& WEIGHT: CFMx:
FEET & INCHES
3263 County Road V
Decatur. NE 60020 GRDEM DATE PLor Mint SUPERYIS
Phone: (402) 349-5646 ANCHOROI, DWG
Fox: (402) 349-5656 SMER MR. FRAVE NALM TEMINa
131 18. 23 Frame Number 1