HomeMy WebLinkAboutENGINEERING LETTER�.,ul 20 18 08:26a A & M
9770057 P.1
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Cover Sheet, BY
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RE: Engineers letter regarding strapichange
A&M Contracting LLC
407-977-0057
Permit # 1805-0562
Job Address: 5500 Spruce Dr. Ft Pierce
Hard copy will be mailed via USPS.
S ST. LUCIE COUNTY
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FOR COMP A
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LANS AND P MIT
MUST BE KEPT 0 JOB OR
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CLANS AN 0 AU P90,PWRED 0 RK
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ARE THE MMUrY OF THE
MWOR OF RECORD
.RECEIVED
JUL. 2.0 z0,18
Perr"Itfing Dep
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Jul 2018 08:27a A & M
9770067 p,4
i
Sean LeBarron
10080 Blackberry Rd
Mims, FL 32754
i
7/18/18
to: A&M Contracting, LLC IREcerveo
2701 Packard Ave
JUL 2 ® 7010
Oviedo, FL 32765. Permitting Department -
Re: St Lucie County Building Department sr. Lucie county
Pier Repair Permit 1805-0562�
5500 Spruce Drive
FortPierce; FL 34982
Dear Mr. Hodge,
I
I received your request to substitute the lintel straps on the 5500 Spruce Drive project.
Simpson Strong Tie part HHETA20 when used in pairs has a load capacity above the
original specified MSTC48133. In addition, the new proposed straps carry Florida
Product Approval Code FL11473.6. Substitution is approved.
I have updated the original permit documentation and included with this letter. If you
have any additional questions, don't hesitate to contact me,
Regards,
Sean M LeBarron, PE
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Jul 2018 08:26a A & M 9770057 p.2
Sean LeBarron
10080 Blackberry Rd
Mims, FL 32754
5/15/18
To: A&M Contracting, LLC RECEIVE[)
2701 Packard Ave JIJL 2 0201b "
Oviedo, FL 32765 Permitin
Re: Pier Repair St: Luce cDepartment
v
5500 Spruce Drive
Fort Pierce, FL 34982
Dear Mr. Hodge,
I reviewed the attached plans you provided for the subject house above. I agree with
your approach for a repair plan. As there is no distress to the house, settling, or other
damage, this repair would fall under Florida Building Code 2017 Existing Buildings
606.2.1.
606.2.1 Repairs for less than substantial structural damage.
For damage less than substantial structural damage, the damaged elements shall be permitted to be
restored to their predamage condition.
To reiterate your pla a topncheof
dama concrete from the five
piers shown•on th attached sketch. Install new forms, re -pour u ing Quickcrete #1245,
and re -strap sing two (2) Simpson HHETA20 per pier. Use th s me type, quantity,
size, and emb nt depth for anchoring. As all other pi s no damage, this
issue likely date to the on inal constructio or a iri the pour during original
construction.
As always, if anything unusual is discovered during the demo process, don't hesitate to
call. It's always a pleasure working with you.
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Jul 20 18 08:27a
A&M
9770067
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(300
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(540)
10
2
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Stretch Area Legend
Sub Description Area Fin.
Area Area
2S ONE FULL STORY OVER BASE (TOTAL 540 540
2 FLOORS)
APOA Aluminiom Porch (Open)Average 150 0
LAS BASE AREA 931 931
OPAA Open Porch Atlached Average 96 0
DATA Fatl•a Average (Plain Slab) 625 0
WDK V100D DECK 300 4
N I
Pier Repair .
Locations
10
.RECEIVED
Alt 2 0 7 *
Permitting Department•
. St. Lucie Counb,
1516 .APO
f
,
1 '
,
1 BAS
1 ( 75 )
Remove the top 12 inches of
damaged -concrete from the five piers
shown on the attached sketch. Install
new forms, ete
245, and re -strap using two (2)
impson HHETA2iJ per pier. a the
e type, Liantity, siz an
embedment dep r anchoring.
Perimeter
9S
50
236
40
100
sa