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1 Designn is
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ELECTRICAL DESIGN 2. Spread foundation analysis Is based on
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a safe vertical soil bearing pressure min—
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STEEL GUSSET should be verified prior to Placement o
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concrete. Do not place foundation In fill.5"x5"x1 4 1, oncrete s e mxeo atain a
STEEL TUS com rmmessive strength of 3000
psi in 28 days.
CABINET o x,5/4" 4Suppo Support member shall be free from
SEL E defects and shall meet ASTM A500TE
PLATE grade B with a minimum yield strength
, of 46000 psi for tube. Plate and angle
4.x4„x1/4HIGH1fRENGTHshall meet ASTM A36.5. Structural I bolts shall be zinc coated A32
n5STEEL TUBE
NON
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a unless otherwise noted.
GROUT
6. Anchorr bolts shall be cutfr m A36
round stock. Exposed surfaces shall be3/4” DIA. BOLT galvanized or coated to prevent corrosi
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8. Welds shall be made with E70xx
STEEL TUBE 1„DIA x36" LONG
electrodes by Persons qualified in
ANCHOR BOLT accordance with AWS standardswi
hip- BASE COVER
the post two ears.
9. Stec reinforcing bars shallII conform t
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Professional Engineer.e .SEE REBAR ALL STEEL BELOW GRADE (INCLUDING EXPOSED ANCHOR BOLI. TS)
d SCHEDULE
.° ShiIALL BE COATED WITH CARBOLINE BITUMASTIC 50 COAL
TAR AFTER INSTALLATION AND PRIOR TO LANDSCAPING.
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3.33 CU. YDS 0F
' 6'-0"CONCRETE RE 'D xOE: Nan 6mt•c an Is fxoara INSTALLATION ADDRESS:
urE m fa eof—0F9ar oIImr pp Mtalodul of0i
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WELLS FARGO
my of nnfomotim www" Ixosow of ."I I.
a�w« oaIran aat 1031 ATLANTIC BLVD
GREGORY A. CAMPBELL. P.E. ATLANTIC BEACH, FL 32233 REBAR SCHEDULE DO NOT WEt4D REBAR FLORIDA STATE LICENSE NO.. 45465
SPREAD FOUNDATION 3" MINIMCOVECLIENT:
UANTITYPLACEMENT SIZE SPACING
LONG BOTTOM STEEL 4 i ■ aoero ! Ai i 0
4 1500 West Embassy St. C� 92602LONG TOP STEEL #4 6" -5647714520-9144 FAX: i714) 520
#4 6" S BOTTOM CROSS STEEL 5�4 i6" Z.
TOP CROSS STEEL
LINK Engineering, L.L.
.
9051 Executive Park.Dr. Ste. 200•Knoxville, TN 37923
ne: 865 539-4001 Fox: 865 539-0851
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Online: www.linken r.com
Florida State Certificate of Authorization No.: 27148
SHL BY: Project Number.
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STEEL GUSSET
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MATCH LATE DETAIL PARTICULAR CARE SHALL BE
TAKEN TO PROVIDE SUFFICIENT
PREHEAT OF THE THICKER 1/2" THK
ELEMENT FOR THE SOUNDNESSS EEL GUSSETo OF THE WELD. OTHERWISE, US
1 4 MIN WELD%1 Yx3/4"
9" STEEL PLATE
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STEEL GUSSET MOLE: N agnoa Mas i III -w w�V a INSTALLATION ADDRE
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1031 ATLINTIC BLVD
:kia<wa wai �a aa a ee ia.STEEL TUBE
O F GREGORY A. CAMPBELL, P.E. ATLANTICF3EACH, FL 32233
0 FLORIDA STATE LICENSE NO.: 45465 CLIENT:
PLATE TO TUBE � eoroewt sGUSSET T0 TUBE Anaheim, CA 9280216' 0 west Embassy St.
t714> 520-9144 FAX: �714>520-5847GUSSET TO PLATE LINK Engineering,
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L.L.C..C.1, HEAVY HEX NUT,
TACK WELDED 9057 Exec
ive Park Dr., Ste. 200•Kno ile. TN 37923
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Phone: 865 5
39-4.0.0..7snkFax:r.(c6o6m5
) 539-08
51p�ATE DETAIL Online:
BASE SiFlorida State
Certificate of Authorization No.. 27148
roecum or.HMA 10-0710RlANCHOR BOLDEIL OF
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DATE: Drawing Number.
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