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13'-6" 6'-6" 3'-6" 7'-1
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SEE DETAIL SHEET A5 -3 (2) 2X12 W/ J" PLYWOOD
'(0)
TYP TRUSS
TO
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15'-0
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FOR KNEEWALL FRAMING FLITCH PLATE (TYP. @
® ENTRY PORCH FRONT PORCH BEAM)
PORCH BEAM
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APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
4-1 /16" HFFI HFIGHT
TYPICAL TRUSS END DETAIL
ALL WALLS SHOWN ON THIS LAYOUT
ARE TO ESE LOAD BEARING
10'-1"
_:1
12'-2"
0
20'-6"
M
TRUSS BEARING HEIGHT SCHEDULE
SIMPSON CONNECTOR SCHEDULE
1. TRUSS TO BLOCK CONNECTIONS ARE MARKED "A" UNLESS OTHERWISE NOTED.
2. ATTACH PIGGYBACKS PER TRUSS MANUFACTURERS SPECIFICATIONS
3. TRUSS TO TRUSS CONNECTORS BY TRUSS COMPANY.
4. PROVIDE MARK "A" AT EACH VERTICAL OF GABLE END TRUSSES TO BOND BEAM.
BRING.
QTY
CONNECTOR
FASTNERS
CONNECTED ELEMENTS
ALLOWABLE
PT
ID
UPLIFT
A
1
HETAL 20
(8) 10d x 1-1/2
1 PLY TO TIE BEAM
1810
B
2
HETA 20
(12) 16d EACH
TRUSS TO TIE BEAM
2500
OPP. SIDES
D
1
H10A
(9) 10D x 1-Y2" TO TRUSS
1 PLY TO PORCH
1340
& (9) 10d x 1-Y2" TO BEAM
HEADER OR WALL
(14) 16D NAILS TO BEAM &
PORCH HEADERS TO CORNER
E
2
LCE4
(10) 16D NAILS TO POST
POST - (1) EACH BEAM
1950
8-16d TO POST OR
PORCH HEADER TO
H
1
LUS410
BEAM & 6-16d TO BEAM
BLOCKING AT TRUSS
1745
END
1
2
LPC6 & HTS20
LPC6 - (8) 10D TO POST & TO BEAM
BEAM TO POST - (1) HTS20
2365
HTS20- (20) 10D NAILS
FROM POST TO EACH BEAM
J
1
HTS20
(24) 10D x 1-1/2"
BEAM TO TRUSS
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1450
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DESIGN & FORENSICS, INC.
725 SE PORT SAINT LUCIE BLVD.
SUITE 203
PORT SAINT LUCIE FL 34984
(772) 285-0572
BRIAN J. MASKOL
FL PE # 66080
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'SCANNED
ST LUCIE COUNTY
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DATE
DESIGNED
GMW
08-25-17
DRAWN
GMW
08-25-17
CHECKED
JOB NO.
2017-167
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