HomeMy WebLinkAboutREVISION BUILDING PERMITOFFICE USE ONLY: i
DATE FILED: 3 -
REVISION FEE:
LOCATION/SITE
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PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIAAVENUE
FORT PIERCE, FL 34982-6652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
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CONTRACTOR INFORMATION:
STATE of FL REG,
BUSINESS NAME:
OWNER/BUILDER INFORMATION:
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ST. LUCIE CO CERT. #: W�a-
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PHONE (DAYTIME: FAX;
ARCHITECT/ENGINEER INFORMATION:
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SWCC. 9123109 ISION
Revised 06/30/17 `" `' "�"''``
FIL;:-=F Ulk Py
T.E. SCHUTT'
ENGINEERING
March 14, 2019
Mr. Gary Stepalavich, Building Official
St. Lucie County
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Subject: Framing Certification — Boat Builder Phase II
Building Permit Number: 1809-0254
7485 Commercial Circle
Ft. Pierce, Florida 34951
Engineer's Project Number: 18BO13
Dear Mr. Stepalavich:
ST. Luc7E
BUILDING
FOR
MUST BE k&E �zl
TOJJOD on
NO IN_ S ON W? i— r,E PRADE
THESE PLANS .AND ALL PROPOSED 4tOR
:+R£ SUBJECT TO ANY CCR R£CTIc'I`dg IC
REQUIRED SYFIELD fv?AY BE NECESSINSPEC70p,5 THAT
CARY IN ORDER TO
OV'PLY PlITH ALL APPLICA9LE CODES.
As requested, we have completed our review of the subject commercial renovation. The purpose
of our review was to provide certification that the structural framing components meet the
requirements of the building code. Our review consisted of a evaluating the as -built framing
members above the new ceiling space. The 2x8 ceiling joists span approximately 11'-4" and are
spaced 16" on center. The wood framed bearing wall has 2x4 studs at 16" on center and a 6-foot
opening with a (2) 2x8 beam. Please see the revised plan.
It must be understood that the Engineer can only provide certification of the conditions of the
structures within the limits of the structural inspection performed. Based on our inspection, to
the best of our knowledge and belief, the engineer certifies that the components listed in our
report meet the requirements of the Florida Building Code.
Should you have any questions regarding the above subject, please call.
Very truly yours,
Terence Schlitt, P.E.
FL P.E. # 81238
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o. 238
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%1 STATE OF
i�'� "• LORIDV' ����
cc: Mr. Barry Morris, St. Lucie Structures\ /X y6% /OfVIA 110?�`\\`
CONCEALED FASTENERS ORAITACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
1575 Indian River Blvd. Suite C-210
Vero Beach, FL 32960
T: 772.360.4998
StructuralFL@gmaii.com
NO OCCUPANCY IN EQUIPMENTAREA, MECHANICAL EQUIPMENT ONLY
EXIST. STEEL COLUMN TO REMAIN
(2) 2x8 /- (2) 2x8
EXIST. STEEL BEAM TO REMAIN
EXIST. STEEL COLUMN TO REMAIN
- +'- ---
11 11 II 11 11 11 11 If If 11 11 II 11 11 11
11 11 11 11 11 11 11 II 11 11 11 11 11 11 11
II II II 16 II II II II 11 II 11 II II II II
II II II II II II II II II II II it II II
u n u n u It 1 3/4" T&G SHEATHING SCREWED W/#12
SCREWS AT 12" O.C. MAX. OVER 2x8
II II II II 11 II II II II II II II II II II SYP GRADE NO.1 JOISTS AT 16" O.C.
II II II II 11 II II II II II II II II II
II 11 11 11 11 11 11 11 11 11 11 11 11 II 11 MAX., W/2x8 BLOCKING AT 40" MAX.
II II II II 11 II II II II 11 II 11 11 II I1 TYP
II II II II II II II II II II II II II II II
II II II it II II II II II II II II II II it
II 11 II 11 II 11 II 11 II II II II II II It
II 11 11 11 11 II 11 11 11 II If 11 11 11 11
II L_ JI IL —it IL JI IL JI IL JI IL JI IL JI
II II 7 II 7 II II II II 11 II II II II II
11 II II It II II II 11 II II II 11 II 11 If
11 It II II II II II II 11 11 II II If II
II II II It 11 11 11 11 11 11 11 II
II II II I II II II II II II II II II II
II II I II II II II II II II II II II II
II II II I II II II II II II II II II II
- - (2) 2x8 B
-quip. Deck
114, = 1'-0"
BOAT BUILDER CENTRAL
PHASE II RENOVATION
74BS COMMERCIAL CIRCLE
FT. PIERCE, FL
ST. LUCIE COUNTY, 34951
t e No. 81238 ° t �
W
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3/4" WOOD SHEATHING W/#12
SCREWS AT 16" O.C. MAX.
WOOD CEILING JOISTS TO BEAR ON
TOP PLATE, CONNECT WITH H2.5 OF
BUCKETTO ADJACENTJOIST W/ HUS26
(2) 2x4 SPF TOP PLATE
1/2"GYPSUM W/R-18INSULATION IN
CEILING
(2) 2x8 SYP HEADER OVER 7' MAX.
OPENING
SPF STUDS AT 16" O.C. MAX. W/ (2)
12d's AT TOP AND BOTTOM W/
BLOCKING AT 4' HEIGHT
1/2" GYPSUM AT EACH SIDE, TYP. W/
R-13 MIN.
2x4 P.T. SOLE PLATE W/ 1/4' x 23/4'
TAPCONS AT 12" O.C. MAX.
EXIST. 4" THICK CONC. SCAB
r T' ££
c 1)
'� TE SCHLITT
' ENGINEERING, LLC.
CA# 32295
1 555 INDIAN RIVER BLOV. SUITE B-145
VER❑ BEACH, FL 32960
772.360.499B
STRUCTU RALFL D@GMAIL.COM
ISSUE DATE: 7/20/2018 PROJECT NO: 18BO13
STATUS: AS -BUILT Framing Details
DRAWN BY: TS S3.2
REVIEWED BY: TS 1 OF 1
design rro,essoom s encrromc or mgam sera orsignarure is e,7ecave only as to tnat version of this document as originally published by Design Professional. Design Professional is not responsiblefor any subsequent modification, corruption, or unauthorized use ofsuch document. To verify the validity or applicability ofthe seal orsignature, contact Design Professional.