Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
REVISION - BUILDING PERMIT - 2-26-19
rOFFI-e E USE ONLY: DATE FILED: �` aro 1 REVISION FEE: L2 6 2019 unty, f-nl�I�ng PERMIT # K - d Ci a RECEIPT # 1 q ° I Is PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 1 (772) 462-1553 PROJECT INFORMATION SCB�NE® APPLICATIONFORPERMIT REVISIONS Sf Cucie CoUnfy LOCATION/SITE ADDRESS: 6A n Q <-44 , p i e rc_ 2 3� 1 4 1 �J �f' !) DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CART. #: BUSINESS NAME: QUALIFIERS NAME: S LO AA 20, e-b STATE: dE (DAYTIME): 27Z—17 5 - 4 S' q7 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ST. LUCIE CO CERT. #: FAX: ZIP: 3,)- g 6 :5'/ ARCHITECT/ENGINEER INFORMATION: NAME: (ems r at �, 1� `• 44 ADDRESS: 15-5 S ��t, ' .✓ter �� CITY: STATE: PHONE (DAYTIME): q FAX: _ SLCCC: 9123109 Rml Revised 06/30/17 L. v ISION ZIP: RaWwwrli. 1 I I T.E. SCHLITT E N G IN E E R IN G February 13, 2019 Mr. Carl Peterson, Building Official rS� St. Lucie County Building Department ,y 2300 Virginia Ave Ft. Pierce, FL 34982 erm;ttinc ' sr. Lucie County, Subject: Project Scope — Trejo-Garcia Residence Building Permit Number: 1811-0022 s r LtIeIE c©u NTY 2801 N. A1A, Unit B I BUILDING DiVIS10 Ft. Pierce, Florida 34949 RE%nEWED FOR tolls tic Engineer's Project Number: 18F040 FiEVIE191ED BY t • � / DATE_- Dea'r Mr. Peterson: PLANS AND PERMIT MUST BE KEPT ON J013 OR NO INSPECTION) WILL SE MADE Per lcontractor/owner request, the following repair has been reviewed and approved Fy t Is office: 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"x18" LVL with 3/8" thick minimum steel plate. The beam shall have 1/2" diameter thru bolts at 12" on center staggered. The bucket connectors on the ends will be HUC214-3 into the existing CMU. The connectors for the bucket shall be (12) 10d's x1.5" in the beam and (24) %" x 2.75" Titen 2's into the wall. i 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 TS/ cc: E 238 ' ^ * : ar `- STATE OP, . ; T' 3 , & � XE FASTENERS OR Al rACHi�ENTS �c''��oR'°P-�' ``���� ARE THE RESPONSISU Y OF THE � ss70NAI. E�G`�� CONTRACTOR OF RECORD III II l %I% ORD rc THESE PMNS AND ALL PROPOSr:D rv,.,npI� ARE SUBJECT TO ANY CORrRECTION a 7r. Kuruttill#EtP§y FIELD INISPECTOP'S T, IAT I114Y BE NECESSARY IWORO ri TO j COMPLY WITH ALL APPLICABLE CODES. February 1555 Indian River Blvd. Suite B-145 T: 772.360.4998 Vero Beach, FL 32960 StructuralFL@gmail.com