1762 ATLANTIC BEACH DR - STRU DRAWINGD002 SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES-
1. FOR TYPICAL ROOF SHEATHMNG AND FRAMING, SEE SHEET SO.0.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0.
4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WADE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSS
Associates, Inc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL: CA# 8344 SO CA# 3579
Idltelt/r,.l,-
V
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•
No.
_...
a
STAT o
�9 • . 4
STUD DIRECTLY
BELOW TRUSS
TOP PLATE TO11
SDWC15600 STUD SDWC15600
Christopher J Sabourin PE
FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE
Rafter to Top Plate shown
Truss to Top Plate similar
Optimal 22ND'
10' 0'
30'
8 RAFTER TAILS, FIELD ALTERATION
SO.2 SEE DETAIL 8/SO.2 CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
BELOW TRUSS MAKING ANY STRUCTURAL FIELD
Y"Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
T �p FIELD ALTERNATIONS MADE PRIOR TO
NG
ROVED BY
M STUD SDWC15600 BEI ADDITIONAL ENGINEERING OR
$
~ W ~ �� RAFTER TAILS, SDWC15600 TOP PLATE TO ASSOCIATES F CULT IN
EJ22 i EJ22 SEE DETAIL 8/SO.2
�I Note: I!1. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be "birdsmouth" cut.
C! _ 2. Reference detail 4 for installation instructions.
(2)HTS16 , I.__— _(Z)HTS16 ,,,
I --� 8
SIMPSON SDWC INSTALLATION RANGE 0Z
14J8 U
-
'� _ ___._-_-._ H TS16 So.2
45 W 0
: l
THD30,
N N
w
T46 r
m
r \<,\///// THDzs RAFTER TAILS,
W
47 , \ SEE DETAIL 8/S0.2 7
THD26 U
r z
^84S— S0.2
RAFTER TAILS, 11 1,----- i
SEE DETAIL 8/S0.2 Il ; ! THD2s' STUD NOT DIRECTf
ai . Z
i BELOW TRUSS 0
�49 SDWC15600 ( ' I
I I I THD26 W
Note: Reference detail 2a for installation angle limit Q
I ^
5q{3 CD i �usza HTS 16 3 V 1
V.2LV-
_- '.:- To ' _._.._-. SDWC INSTALLATION
zN
E 2x6 EXPOSED RAFTERS. FASTEN Rafter to Top Plate shown Q
THD26 TO TRUSS TOP CHORD w/ A34 (Truss to Top Plate similar)
52 ANGLE. FASTEN TO BEARING W
THD26
E w/ SDWC15600 SCREW. O ^■
53 _
' ! ` �� STUD NOT DIRECTL MM
154 -Z \ T"D26 BELOW TRUSS W
_ E S
(2)HTS16 22 G
® Do not install SDWC in
hatched area O
E O
EJ22 o SDWC15600 ( t
E v
N M co M (O L(D
C�7 f� M� Cn 00 ti N rr
W1111 W W H H H Overhang 1 1/2 MIN
2" MAX
RAFTER TAILS, 8 (2)HT HTS16 SDWC INSTALLATION RANGE
SEE DETAIL 8/SO.2 '
S0.2
ROOF TRUSS
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES x•" martvr►um edge Rafter or Truss PLACEMENT
PLAN
distance for full
values (with or Splice may be in upper or
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING without a plate lower plate
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 splice)
SCREW UNLESS OTHERWISE NOTED
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
V from top plate ARCHITECTURAL DRAWINGS OR
splice Offset CONTACT THE E.O.R.
for full values STUD NOT DIRECTL
ROOF TRUSS PLACEMENT PLAN BELOW TRUSS PLAN NAME
(ANNA MARIA — COASTAL
SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED
CS KM LAP
DATE
SDWC AT TOP PLATE SPLICE 08.03.17
SCALE
AS NOTED
LPA No.
TOLL-17-00613
CONTROL No.
4286
SHEET
OFFICE COPY SIA
SHEET 9 OF 9