HomeMy WebLinkAboutREVISION - BUILDING PERMIT - 3-26-19OFFICE USE ONLY: ( „
DATE FILED:
REVISION FEE:
PERMIT # l t l 1/-
RECEIPT # 1,"/
RECEiV�b PLANNING & DEVELOPMENT SEIRVW.
BUILDING & CODE REGULATION D Agj"' ,,i� '� ` `'�r
!MAR 2 6 201O �_�
2300 VIRGINIA AVENUE
FORT PIERCE FL 34982.56j ' '+
Permitting CJ�PdptFfl@rif �
TSt. Tucle Comity (772) 462-1553aUlm
APPLICATION FOR BUILDING PERMITR1fir�(,
PROJECT INFORMATION
LOCATION/SITE
'ADDRESS- y SC�y�ED
4-t Sr ,
e
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
O Lkj GY nerd:. V
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CCr C 6 ?.3 % 5 io ST. LUCIE CO CERT. #:
BUSINESS NAME:�Y-
QUALIFIERS NAME:
ADDRESS: 4-50o 6�01 pi
CITY: e o STATE: �'[ !. , ZIP: 3�k'Sj L '
PHONE (DAYTIME): 3 FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE: ZIP:
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: � Sa k C . 4-f
ADDRESS: S' SS A, G,.. �,i*er L�.-c%rb, 5ZAG
CITY: 1 e- i.i STATE: L�
PHONE (DAYTIME): 7 %Z - 3 q 9 9,6 FAX:
SECCC: 9123109
Revised 06130117
ZIP: 32-5,6 Q
;v
T.E. S C H LITT
EN G IN EERI N G
March 25, 2019
Mr.1 Gary Stepalavich, Building Official
St. Lucie County Building Department
2300 Virginia Ave
Ft. Pierce, FL 34982
Subject: Project Scope — Trejo-Garcia Residence
Building Permit Number 1a8ria 022
2801 N. A1A, Unit B
Ft. Pierce, Florida 34949
Engineer's Project Number: 18FO40
Dear Mr. Stepalavich:
RECEIVED
MAR 2 6 jolt
Permitting Bearme�Y nt
St. LuctE
Cow
Per contractor/owner request, the following revision has been reviewed and approved by this
office. The existing roof trusses do not bear on the affected wall and reducing the loads to the
bealm allowed our office to revise the size and connector accordingly.
The! existing beam under the second floor exterior wall at the rear (east) of the building is
damaged.
• The beam shall be replaced with a two ply 1.75"x14" LVL. The beam plys shall be connected
With three rows of 16d's at 12" on center maximum. The bucket connectors on the ends will
The HUC410 into the existing CMU. The connectors for the bucket shall be (10) 10d's in the
beam and (18) %" x 2.75" Titen 2's into the wall.
The',windows and mullion shall meet the following design pressures (allowable).
• 41 pounds per square foot and -45 pounds per square foot
All other details shall follow the permitted set of plans. Should you have any questions regarding
the above subject, please call.
Very truly yours,
Terence Schlitt, P.E.
FL P.E. # 81238
CA #32295
i
cc: Mr. Kurutz, ROVB, Inc.
NCE SC
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No. 81238
March 25, 2019 STATE OF , ' Al
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15551Indian River Blvd. Suite B-145 --" T!7721360.4998
Vero Beach, FL 32960 StructuralFL@gmail.com