1025 EAST COAST DR RES24-0032 TrussLayout REV. 3-15-24LUS26
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55'11"
27'5"22'6"14'3"35'8"2'6"
14'3"17'11"7'5"6'4"
1'8"21'11"35'10'
2'10"56'11"1'10"4
2'2'2'2'2'2'2'2'1'10"42'2'2'2'2'2'2'2'1'2'1'7"2'
1'8"2'2'2'1'4"2'2'2'2'2'1'0"12
1'4"2'2'2'2'2'2'1'10"818'30'2'2'2'2'8"122'2'2'2'1'10"4
22'12'2'4'
ALL EXTERIOR WALLS HELD BACK 1/2" FOR SHEATHING
1 1/2" LEDGERHOOD
VENT 1 1/2" LEDGER1 1/2" LEDGERDESIGNED/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
Off Site
1025 East Coast Dr
Cellar Residence
MB
1/30/2024
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2 PLY39'11"2'
39'11"
8'
2'
2'
41'11"11'11"1'8"49'11"18'7"1'8"19'5"51'7"24'16'1'2"4
1'4"
1'3"8
1'4"
8'8"
4'4'ALL EXTERIOR WALLS HELD BACK 1/2" FOR SHEATHING
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
Off Site
1025 East Coast Dr
Cellar Residence
MB
1/30/2024