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0/0 OF CONCRETE
192'-3" 0/0 OF CONCRETE
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STEEL LINE
1 1/2"
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CN
1 1/2"
REACTION & CONCRETE NOTCH DETAILS
PARTITION COLUMN REACTION
MAX. COMPRESSION (DL + LL) = 2100 LBS
MAX. UPLIFT (DL + WL) = -- 537 LBS
SHEAR = 250 LBS
'LISTED REACTIONS OCCUR AT ALL SINGLE INTERIOR AND EXTERIOR COLUMNS SHOWN ON THE BUILDING
FLOOR PLAN, UNLESS NOTED OTHERWISE'
WEDGE ANCHOR DESIGN FOR CONCRETE PULLOUT IS BASED ON A 3000 PSI 28 -DAY STRENGTH CONCRETE,
FOUNDATION PLAN
BUILDING "A"
425 LBS.
WIND
29 GA. "PBU"
SHEAR PANEL
103 LBS.
MAXIMUM BRACING REACTIONS
1 1/2"
CN
12"
EAD
CN
STEEL LINE
FIN. FLOOR
'4"
12"
SECTION "A"
STEEL LINE
1 1/2"
FIN. FLOOR
9 1/2"
SECTION "8"
'THESE DRAWINGS AND THE METAL BUILDING VHICH THEY REPRESENT ARE THE PRODUCT OF STEEL SYSTEMS
7213 FAIRVIEW HOUSTON, TEXAS 77041 (713) 466-6393. ThE ENGINEER WHOSE SEAL APPEARS
HEREON IS EMPLOYED BY STEEL SYSTEMS AND IS NOT THE ENGINEER OF RECORD FOR THE PROJECT.'
CONCRETE
FOUNDATION
APR 2 9 7.008
Duro Beam
Quality Pre -Engineered Buildings
r
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6
8
DETAILS
2
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QUOTE NO. 289-080277
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4" CONCRETE SLAB REINFORCED
8" X 8" 4MM GALV STEEL WELDED
OVER5 MIL POLY VAPOR BARRIER
W/
WIRE MESH
ON 95% COMPACT BASE
REACTION & CONCRETE NOTCH DETAILS
PARTITION COLUMN REACTION
MAX. COMPRESSION (DL + LL) = 2100 LBS
MAX. UPLIFT (DL + WL) = -- 537 LBS
SHEAR = 250 LBS
'LISTED REACTIONS OCCUR AT ALL SINGLE INTERIOR AND EXTERIOR COLUMNS SHOWN ON THE BUILDING
FLOOR PLAN, UNLESS NOTED OTHERWISE'
WEDGE ANCHOR DESIGN FOR CONCRETE PULLOUT IS BASED ON A 3000 PSI 28 -DAY STRENGTH CONCRETE,
FOUNDATION PLAN
BUILDING "A"
425 LBS.
WIND
29 GA. "PBU"
SHEAR PANEL
103 LBS.
MAXIMUM BRACING REACTIONS
1 1/2"
CN
12"
EAD
CN
STEEL LINE
FIN. FLOOR
'4"
12"
SECTION "A"
STEEL LINE
1 1/2"
FIN. FLOOR
9 1/2"
SECTION "8"
'THESE DRAWINGS AND THE METAL BUILDING VHICH THEY REPRESENT ARE THE PRODUCT OF STEEL SYSTEMS
7213 FAIRVIEW HOUSTON, TEXAS 77041 (713) 466-6393. ThE ENGINEER WHOSE SEAL APPEARS
HEREON IS EMPLOYED BY STEEL SYSTEMS AND IS NOT THE ENGINEER OF RECORD FOR THE PROJECT.'
CONCRETE
FOUNDATION
APR 2 9 7.008
Duro Beam
Quality Pre -Engineered Buildings
r
a
6
8
DETAILS
2
U
0
z
z
0
U
W
z
0
U
W
l�
DESCRIPTION ON
0
z
a
LJ
UJ
N
W
N
GEORGE PATTISON
CUSTOMER:
z
0
•
JOB NO. 33C3-239327
w
Z
fle0nn..
QUOTE NO. 289-080277
a
Q
V
U
�o'
namiamta
?pro le atal I IV
SPT.
mdmiarck
R mM� �f IM. �1 IMT, �i A IFIL
7. OAq/ Olt i'S� L
dl COMM N COWLVL
FlVd. MOM
❑,�
ISSUE
A
SHEET
F1 of 1
d