1710 MARITIME OAK DR - STRU. drawings SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0.
2. FOR SPECIFIC UPLIFT CONNECTORS. SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET �QQ,
w 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER. PLACE CLIPS
'k s � '94 tl� �. � Y I « t � W �_. A ,` � ��I 4FI� I �. p• l
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
d
Lou Pontigo and
I I:
TRUSS
Associates, Inc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
>t
to HE R
No.714 ;
2x6 RAFTERS TAILS S OF
6 SEE .DET{ AIL 6/S0.2. t �-o Q o
50.2 ' '.� r is li�. �" I {' o _.'I ; , 1 , 1 F i - 1�+,�� ` ,I ' �;; ;' -�I : /�` • `4 ; N
QR 10
rs ,
STUD DIRECTLY 'h• •,.�� `
BELOW TRUSS TOP PLATE TO
SDWC15600 STUD SDWC15600
11 0/ Christopher 1 Sabourin PE
o a o c o (° (° Q FL PE#71461
Joe 0 0 ,
TRUSS TIE DOWN WITH SIMPSON SDWC RE�,ISIONs DATE
M
N
10 Rafter to Top Plate shown
Truss to To Plate similar
H TS16 J02 J p
so.1
Optimal 221
T01
10• 0' R
. .�,. ..,,.T .,. ,, ..P,,.: ,. 3
Y
_ X - 7 FIELD ALTERAMN
TCONTRACTOR SHALL CONTACT LOU
2x6 RAFTERS TAILS STUD DIRECTLY PONTIGO 13 ASSOCIATES PRIOR TO
SEE DETAIL 6/S0.2. BELOW TRUSS h"MQX MAKJIFNG
TNS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
^6CONSTRUCTION DOCUMENTS.ANY
FlELD ALTERNATIONS MADE PRIOR TO
50.2 \< SDWC15600 TOP PLATE TO
BEING APPROVED BY LOU PONTIGO I3
ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
INSPECTION FEES.
2x4 DORMER WALL. � __� �_-�
Nit 1. Sloped—roof rafters may be sloped up to and including
FASTEN TOP & BOTTOM
— 7a 12:12 pitch and must be "birdsmouth" cut.
W/ SDWC15600 SCREWS 11 1 2 6 RAFTERS TAILS 2. Reference detail 4 for installation instructions.
@ 24" 0.C. I— --J (-- S E DETAIL 6/S0.2.
T07 SIMPSON SDWC INSTALLATION RANGE Z
{ )HTS16
(2)2x4 BLOCKING @ 24"
> 0 0 0 to T07
BELOW DORMER WALL w/ > > >
4-10D TOENAILS EA END.
V)
E D F 10 fR ELD D26 _ F_ I F Uj
II j
I THD26 W
2x6 RAFTERS TAILS Tog M
SEE DETAIL 6/S0.2. lo
IIW
o
i ————— THD26 10
s0.1 Uj
-------------
T1
Z.
--
i
TrID2s STUD NOT DIRECTL
BELOW TRUSS
SDWC15600
IQP
17.
r Reference detail 2a for installation an le limit
f; t s{ TH�22 f` v
N SDWC INSTALLATION
I ; U k
12
H TS16 — — I ' .pus
ri o
Rafter to Top Plate shown
AC, �d (Truss to Top Plate similar) J
2 W
1 0,
STUD NOT DIRECTL
BELOW TRUS771. S 00
I ! I Do not install SDWC in
6.. ;: _ .. . .. ._._ _ _. - (2)H TS1 6 atched area
1 � 2x6 RAFTERS TAILS
TRUSS':../. .,ROOF _ AFTER NOTES: STRAPPING NOTES so.2.� , ' I
0
SEE DETAIL 6 .2.
/ SDWC15600
1. St A'P TRU SES AND ROOF RAFTERS TO BEARING
WITH 2-12 TOENAILS & 1—SIMPSON SDWC15600 " F overhang 1M 1/2 MIN
SCREW UNL SS OTHERWISE NOTED
2 MAX
SDWC INSTALLATION RANGE
jrI
TDI ISS
Rafter or Truss PLACEMENT
{ d i
distance for t fulge PLAN
{
values (with or be in upper or
_ E
Splice m
' without a plate lower plate PP
! splice)
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
a UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
►
from top plate CONTACT THE EO.R.
"j splice Offset
I
I for full values STUD NOT DIRECTLY
PLAN NAME
!` BELOW TRUSS
ROOF U:SS PACEINT PLAN 3 ! CLASSIC
/4K 1. Q�►
DESIGN/DRAWN/CHECKED
'A!
SC LEA r "' CS BM LAP
DATE
SDWC AT TOP PLATE SPLICE 08.09.16
SCALE
11 AS NOTED
LPA No.
TOLL-16—00521
it
CONTROL No.
i
E ,.
{ 3828
FILE COD"� ) SHEET
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SHEET 9 OF g