1892 Sea Oats Dr new SFR 12 of 13 Turner-Truss Roof Lay out planHTU26HTU26
HTU26LUS26
HTU26 HTU26HTU26
HTU26HTU26HTU26
HTU26
HTU26HTU26HTU26
HTU26 HTU26-2HTU26
LUS26
HTU26-2HTU26 HTU26HTU26
HTU26
HTU26
HTU26HTU26LUS26
HTU26
HTU26HTU26 HTU26HTU26
HTU26HTU26
J01T14T09 V03T14J02
J01T06
GE05
J02
T12T16T03
GE02
J02
T22
T14T02
J02A
J02
T19T12
T02
J02A
J01GT17T11
T02
J01T14T08V02 J02T16
T05
GE04
T24
T23
J02T16
T02
GE01
J02T21T13T02
J02A
J02
T18T11
T02
J01T14T01
J02
J01T14T07 V01J02
T12T16T04
GE03
T10 T14J02
T02
J02
J02T20
T12
T02
J02A
J02T17T11
T02
43'10"1'5"45'3"23'4"4 21'1"12 16'0"8 5"818'8"7'11"18'8"13'12'8"9'8"12'8"13'
61'
DESIGNED/CHECKED:
MODEL:
SUBDIVISION:
LOT NUMBER:
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-9000 REGENCY SQUARE BLVD, SUITE 100 JACKSONVILLE, FL 32211- 904.821.5200
This drawing is not sufficient alone
for installation. Additional
instructions accompanying this
drawing, including BCSI-B1,
should be used in conjunction with
the architectural and structural
plans during installation. If
BCSI-B1 has not been shipped to
the site with the components
shown on this page, please
contact Apex Technology for a
free copy. Permanent bracing for
the building, including bracing to
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural elements,
is the responsibility of the
Engineer of Record for the
structure or the building designer,
per ANSI/TPI 1- 2014 Chapter 2
Sea Oats Drive
1982
Turner Residence
DB
8/23/2022
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
By Jennifer Johnston at 3:12 pm, Jan 13, 2023
RES23-0008
By Mike Jones at 11:23 am, Jan 24, 2023