HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
1.
3.
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORTPIERCE, FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
FBC107.4 revisions/details needed. There is no detail for the interior bearing walls, headers, strapping and attachment to the
slab and trusses. There is no detail for the steel posts. We need to know what size they are to be, the base plates and
attachment, the top plate and attachment to the floor trusses above. Truss FG3 needs a detail for the East end attachment to
the concrete. We need a letter approving attachment LGT2 at truss C3 in the garage. There is no detail for the exterior bearing
walls and openings, headers, strapping and attachment and sheathing nailing.
CONTRACTOR INFORMATION: -Q d eW (` '
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
4. OWNERBUILI
NAME:
ADDRESS:
CITY:
PHONE:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
G\>7;7*X
ST. LUCIE COUNTY CERT. #:
ZIP:
FAX:
STATE: ZIP: __ _
FAX:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC: 9/23/09
Revised 04/262010
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BENCHMARK ENGINEERING
OF THE TREASURE COAST
806 DELAWARE AVE.
FT. PIERCE, FL. 34950
(772) 772.267-1399
To: ST. LUCIE COUNTY
BUILDING DEPT.
OWNER: WARE
1316 LONE PINE DRIVE
FT. PIERCE, FL.
RE: PERMIT #1710-0135
ENGINEER'S LETTER
Gentlemen,
09/05/18
We have inspected the attachment of girder C3 to the CBS support
wall using a Simpson LGT 2 connector.
The girder C3 has a (1650# uplift) on each end and the LGT 2 with
(7) —1/4" x 21/4" Tapcons & (16) — 16d Sinkers has a (2150# uplift)
capacity.
We hereby certify that this connection is more than adequate for this
structural application.
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BENCHMARK ENGINEERING
OF THE TREASURE COAST
806 DELAWARE AVE.
FT. PIERCE, FL. 34960
(772) 772.267-1399
09/01/18
To: ST. LUCIE COUNTY
BUILDING
OWNER:
DRIVE1316 LONE PINE
FT. PIERCE, FL.
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INTERIOR BEARING WALL DETAIL (ATTACHED)
STEEL COLUMN s D
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Permitting D®B4t„,tent
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SCALE f211
NOTE: — _-
TRUSSES TO BE ATTACHED
SIMPSON H8 w/ (10)-10d x 11)
TO TOP PLATE @ 24" o.c.
�"Ji
CA
rjr-4?-2 x l2 H_1Z
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x a=TUDs
WITH
" NAILS
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SCALEEXTERIOR BEARING WALL DETAIL
NOTE:
ALL COLUMNS ARE 3%" x 3%" x'/4"
STEEL (APPROX. 10' LENGTH)
ALL CAPS & BASES ARE 3/8" STEEL
PLATE WITH FULL'/4" FILLET WELDS.
THEY CAN BE AT A 45 OR 90 DEGREE
ANGLE TO ACCOMMODATE THE WALL
CONFIGURATION
ALL BASES ARE ATTACHED WITH A
MINIMUM OF (2) — 5/8" x 4" ANCHORS
ALL CAPS ARE ATTCHED WITH 4 TO 6
SDS 5" SCREWS
COLUMNS ARE DESIGNED TO SUPPORT
DEAD & LIVE LOADS WITH MINIMAL UPLIFT
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FG3 GIRDER
_ ATTACHMENT DETAIL _
SCALE 1"
THESE PLANS AND ALL PROPOSED WO. -
ARE SU "' 70 ANY C0;{RECTIONS
REQUIRED BY FIELD Ih!£I,2REC S THAT
MAY Be NECESSARY tN op
-C TO TO COMP✓:Y WITH ALL APPLICA9LE CODFc
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
SHEATHING NOTE:
ALL SHEATHING TO BE 5/8" CDX
NAILED WITH 8d RING SHANK NAILS
EDGES @ 4" o.c.
FIELD @ 6" o.c.
ST.LUCIEC) .,n'BITLDP'rrT::ny
REN IEN1 ED FOR CONIPL CL
REVIE"LDV
DATE eryd
PLANS ,CND 1 E T lq J, T RE KEPT Ov g
C , 1S?--CTIO`' WILL BE NIADE. I9bsi n by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
(772) 215-5623
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806 DELAWARE AVE.
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(772) 772.267-1399 09/05/18
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