1799 ATLANTIC BEACH DR - TRSS LAYOUT REV. 2-6-18(2)2x6
JACKS
AND (1)
KING.
OVERLAP SIDEWALL
TOP PLATE
ALWAYS PLACE
HEADER AT
TOP OF ROUGH
OPENING
. . . . . . . . .
HTT5 w/
THREADED ROD
---- EPDXIED 12'
EXTEND HEADER TO
FAR SIDE OF WALL X
7_6x6 POST AS SHOWN. I
6 , 6 �
6
4'-0"x4'-0" PIECE OF WALL
SHEATING INSTALL AT UPPER
CORNER 1" BELOW GARAGE HEADER
ON EXTERIOR STUD (TRIMED AS DETAIL A
SHOWN)
FASTEN SHEATING TO HEADER w/ 8d COMMON QB. GALV. BOX NAILS
IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
(STUDS, BLOCKING & SILLS) TYP.
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
6x6 POST WITH ABU66
w/ 5/g" THREADED ROD
EPDXIED 12" MIN.
,ME
VMEN 1 GARAGE WING WALLFRAMING LESS THAN 12"
0
SO.2
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
r-,Apl I:: P:Kin RIS Ar_IKIr_1
SYP#2 OUTLOOKERS
14" O.C.
Z H2.5T HURRICANE CLIP 0 EA.
TOKER TO TRUSS.
SHEATHING UP
END TRUSS.
TOE NAILS (9 8" O.C.
,A BOT. CHORD OF TRUSS
)BL. TOP PLATE
LSTA12 @ 48" O.C. OR DBL TOP PLT
TO GABLE TRUSS BOTTOM CHORD W/
SDWC15600 0 36" O.C. OMIT IF
SPLICE 2x6 x 4'-6" P.T. SYP NO.2
EXPOSED RAFTER TAIL TO EACH ROOF
TRUSS @ 24" O.C.
2x4 P *' T SYP No.2
BLOCKING/CLOSURE FASTEN
w/ 3-10d TOE NAILS. RIP
PRE—ENGINEERED-
DOWN TO REQUIRED DEPTH
WOOD ROOF TRUSSES.
10d NAILS
@ 4" O.C.
STAGGERED
UPLIFT
CONNECTOR
DOUBLE
TOP PLATE
RAFTER TAIL DETIAL
TRUSS BOT. CHORD TO
TRUSS PER PLAN GABLE BRACING TRUSS
w/10d @ 12" O.C.
TRUSS BOT. CHORD TO
GABLE BRACING TRUSS FASTEN "TOP CHORD"
w/10d 0 12" O.C. GABLE BRACE TRUSS TO
WALL w/10d @ 6" O.C.
TOP PLATE FASTEN GABLE BRACING
BELOW —TRUSS TO WALL w/(10)
10d EA. END
SECTION A -A
ACK STUD
T DOOR
SIMPSON LTT20B
RECESSED IN SLAB
wIY2" THREADED
ROD EPDXIED 4"
CONC. CONC.
%N8" LAG SCREW SLAB SLAB
RECESSED
ELEVATION VIEW ELEVATION VIEW
4x4 VERTICAL
ALL EXPOSED METAL OPTION A OPTION B
CONNECTORS AND
FASTENERS SHALL
BE STAINLESS STEEL
r
_3'�FRONT ENTRY JAMB FASTENING
VMEN 4
3 SHED ROOF - BRACKET DETAIL
1.2) SCALE: 3/4" = V-0" 1N�SO_ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
pL - I
Lou Ponti-0o and
Associates, 111 c.
420 Osceola Avenue
fax. Beach, Florida 32250
Ph. 242-090Fax. 241-9557
FL: CA # 8344 SC: CA# 3579
lo"
V Ultz
7
6
STATE. 0
VA
gar
Chris(oph:er J Sabourin PE
FL P F # 7 14 6 1
REVISIONS DATE
TRUSS 02.06.1 E
RE VI ION
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONT GO Ef ASSOCIATES PRIOR 10
.MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTF NT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO Et
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OF,
INEF LC_IION FEES
Uj
Uj
Lu
LU
T J
Z
0
.j
LIJ
.j
.j
LIJ
zNT.
LIJ
0
misc
11 A Mik
FKA I NIG
DETAILS
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OF,
CONTACT THE E.O.R.
AN NANAE
CA7NAST SIA — SHINGLE
DESIGN/DI' AWN/CHECKED
CS KM /1 -AP
DATE
10.20.17
SCALE
AS NOTED
12A No.
TOLL -17-01049
CONTROL No.
3683
SHEET
"!)U.2
SHEET 3 OF
ROOF SHEATHING PER
CONSTRUCTION SPECS
10d COMMONS
@
1/2"x10" S.S LAG BOLT
2x6 SPF#2 RAFTERS
@ 24"o.c
2x6 SYP#2
LEDGER
SDWC1 5600
w/2—�/4"x(3"
SDS
SCREWS
@ 16"ox
JACK STUD
AT DOOR
—WOOD BEAM PER PLAN
6x6 PDST
SEE PLAN
(2)SDWC1 5600
4"X3N'
PLAN VIEW TAPCON PLAN
VIEW
4x4 HORIZONTAL LEG
VVRECESSED
SCREW
—10d TOENAILS�
%%8" LAG SCREW
ACH SIDE
44 DIAGONAL
ACK STUD
T DOOR
SIMPSON LTT20B
RECESSED IN SLAB
wIY2" THREADED
ROD EPDXIED 4"
CONC. CONC.
%N8" LAG SCREW SLAB SLAB
RECESSED
ELEVATION VIEW ELEVATION VIEW
4x4 VERTICAL
ALL EXPOSED METAL OPTION A OPTION B
CONNECTORS AND
FASTENERS SHALL
BE STAINLESS STEEL
r
_3'�FRONT ENTRY JAMB FASTENING
VMEN 4
3 SHED ROOF - BRACKET DETAIL
1.2) SCALE: 3/4" = V-0" 1N�SO_ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
pL - I
Lou Ponti-0o and
Associates, 111 c.
420 Osceola Avenue
fax. Beach, Florida 32250
Ph. 242-090Fax. 241-9557
FL: CA # 8344 SC: CA# 3579
lo"
V Ultz
7
6
STATE. 0
VA
gar
Chris(oph:er J Sabourin PE
FL P F # 7 14 6 1
REVISIONS DATE
TRUSS 02.06.1 E
RE VI ION
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONT GO Ef ASSOCIATES PRIOR 10
.MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTF NT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO Et
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OF,
INEF LC_IION FEES
Uj
Uj
Lu
LU
T J
Z
0
.j
LIJ
.j
.j
LIJ
zNT.
LIJ
0
misc
11 A Mik
FKA I NIG
DETAILS
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OF,
CONTACT THE E.O.R.
AN NANAE
CA7NAST SIA — SHINGLE
DESIGN/DI' AWN/CHECKED
CS KM /1 -AP
DATE
10.20.17
SCALE
AS NOTED
12A No.
TOLL -17-01049
CONTROL No.
3683
SHEET
"!)U.2
SHEET 3 OF
ROOF TRUSS PLACEMENT PLAN
SCALE: 1/4" = 1'-0"
5
S0.0
TRUSS CHANGE FROM
RAFTER TAILS TO
TRUSS OVERHAN
�12 �� III'
�-
N N N
HTS16 J2
2)HTS16
H TS16
J36 2
J36 SO.1
M
O
J36
PORCH CEILING SHEATHING
AT BOTTOM CHORD OF
,126 TRUSS SEE 2/S0.1.
■
J02
HTS16
LO
;CNI O O No
TRUSS / ROOF RAFTER NOTES: STRAPPING NOT
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600
SCREW UNLESS OTHERWISE NOTED
5
SO.0
SHED DETAIL
SEE 3/SO.2
D T IVICSVLJ LCl7CINLJ
TS16
J26
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0.
LJ
EJO(
1 FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0.
4. WHEN USING (2)H2.5T CLIPS ON I V2" WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
EJO(
TRUSS
FASTENING DETAILS
EJOE
Ott� mmmm��mu
o
yDOm�gmo a <. 0
C EJOE
c
STUPW DIRECTLY
EJOE
J02
HTS16
LO
;CNI O O No
TRUSS / ROOF RAFTER NOTES: STRAPPING NOT
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600
SCREW UNLESS OTHERWISE NOTED
5
SO.0
SHED DETAIL
SEE 3/SO.2
D T IVICSVLJ LCl7CINLJ
TS16
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.
1 FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0.
4. WHEN USING (2)H2.5T CLIPS ON I V2" WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
TRUSS
FASTENING DETAILS
®4 ®v
c
®4�®
Ott� mmmm��mu
o
yDOm�gmo a <. 0
a m�
STUPW DIRECTLY
BELOTOP PLATE TO
TRUSS
SDWC15600 STUD SDWC15600
TRUSS TIE DOWN WITH SIMPSON SDWC
Rafter to Top Plate shown
Truss to Top Plate similar
Optimal 22Y'
10' 0'
30'
STUD DIRECTLY
BELOW TRUSS
Y"Max
SDWC15600 TOP PLATE TO
STUD SDWC15600
Note: I11. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be "birdsmouth" cut.
2. Reference detail 4 for installation instructions.
SIMPSON SDWC INSTALLATION RANGE
a gm
STUD NOT DIRECTL
BELOW TRUSS
SDWC15600
ii Note: Reference detail 2a for installation an le limit
SDWC INSTALLATION
Rafter to Top Plate shown
(Truss to Top Plate similar)
NT STUD NOT DIRECTL
BELOW TRUSS
®Do not install SDWC in
hatched area
SDWC15600
Overhang 1 1/2" MIN
2" MAX
SDWC
INSTALLATION RANGE
it
Rafter or Truss
74"" minimum edge
distance for full
values (with or Splice may be in upper or
without a plate
splice) lower plate
A' from top plate
splice Offset
for full values STUD NOT DIRECTL
BELOW TRUSS
SD'WC AT TOP PLATE SPLICE
IG �� s
III
A REVISE$
Lou Pontigo and
Assdoates, Inc.
420 Qsceola Avenue
Jax. Beach, Florida 32250
Ph. 242-01908 Fax. 241-9557
FL: CA # X344 SC: CA# 3579
�4`4Qfi i 4 �`PB°®P
.
1i E
s . 7 I 6�1` §
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No, ` 41.
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ChI- is(oph'er J Sa1)ourin PE �
FL; 11E#71461