426 AQUATIC DR RESO24-0121 ENG DWG EXISG PLAN
7'
7'-4"
9'-9"
EXISTING PARAPET
NEW 2X4 BOTTOM
PLATE CONT.
SCREW 1/4"X2 3/4" @ E.V. 24"
MAX. O.C. AND E.V. CORNER
AND SIDE OF OPENING
EXISTING
FOUNDATION & SLAB
EXISTING INSULATED
ROOFING PANEL
1/2" GYPSUM BOARD
INTERIOR FINISHING
2X6 STUDS @ 24" O.C.
1'
INTERIOR WALL INTERSECTIONS DETAILS
SINGLE TOP PLATE
INTERIOR STUD SET IN 1/2"
FROM EXTERIOR WALL
STUDS
DRYWALL
JUNCTION FOR CONTINUOUS AND CORNER DRYWALL APPLICATION
3" x 6" x 0.036"
GALVANIZED
STEEL PLATE
(6) 8D (2 1/2" x
0.113") NAILS
@ EACH SIDE
3" x 6" x 0.036"
GALVANIZED STEEL
PLATE (6) 8D (2 1/2" x
0.113") NAILS @
EACH SIDE
3" x 6" x 0.036" GALVANIZED
STEEL PLATE (6) 8D (2 1/2" x
0.113") NAILS @ EACH SIDE
ENGINEERED WOOD AND LUMBER HEADERS
Cavity insulation space
Top plate
Single-ply load-bearing header
(to stud depth less single header thickness)
single studs at sides of rough openings
(flush outer face of header with outer
edge of studs)
framing connector
Header bottom plate
For many one-story buildings,
(to complete rough opening at header)
may be adequate.
Outside of wall
Jack stud or approved
SINGLE OPENING TOP
PLATE (OPENING TOP
PLATE MAY BE DOUBLED
FOR OPENING WIDER THAN
8')
CRIPPLE STUDS AS
REQUIRED
SINGLE TOP PLATE
NOTE: USE JACK STUDS AS REQUIRED
OPENING IN
NON-LOAD-BEARING
WALL
CONVENTIONAL HEADER IS NOT REQUIRED
OPENING IN NON-LOAD-BEARING WALL DETAIL
24" TYP.
2x4 STUDS @ EV. 24" O.C.
REDUNDANT CRIPPLE
STUDS
2x4 STUDS @ EV. 16" O.C.
CONVENTIONAL WALL FRAMING DETAIL (LOAD-BEARING WALL)
DOUBLE TOP PLATES
16" TYP.
OPENING IN
LOAD-BEARING
WALL
For openings 6' wide use: (2) jacks & (1) king
For openings 8' wide use: (2) jacks & (2) kings
HEADER PLATES (SEE HEADER SCHEDULE)
REV. #DATE
FRAMING DETAILS
0
SCALE
DRAWING
BY
DATE
DWG #
AS SHOWN
Sulaiman Sanam
S-01
DESIGN BY Sulaiman Sanam
Samer AttallahSAMERG.A TTAL
L
A
HPROF
E
SSION A L E N G INEERFL O R I D ALICENSE
No. 84156
STATE OF
S-01
SEVEN GATES DESIGN LLC.
2916 UNIVERSITY BLVD W. Suite 200
JACKSONVILLE, FL 32217
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY SAMER ATTALLAH, P.E.
ON THE DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
FAC 61G15-23.004
±0.0 F.F.L.
FFL -0'-6"
GROUND
11-21-2024
11-21-2024
WALL SECTION
scale: 1"=1'
EXISTING
BUILDING ROOF
NEW FILL-IN WALL TO BE BUILT
WITHIN & AROUND EXISTING
ALUMINUM FRAMING
GENERAL NOTES:
-SEAL ALL TYVEKâ JOINTS AND
PENETRATIONS WITH APPROVED TAPE. (ex.
DUPONT CONTRACTOR TAPE)
-FASTEN TYVEKâ TO SHEATHING WITH LARGE
HEAD NAILS OR USE NAILS WITH LARGE
PLASTIC WASHER HEADS.(ex. DUPONT
WRAPCAPS)
-SEAL OR GASKET BRICK TIES AT THE FACE
OF TYVEKâ (IF APPLICABLE)
-LOCAL LAWS, ZONING, AND BUILDING
CODES VARY AND THEREFORE GOVERNS
OVER MATERIAL SELECTION AND DETAILING
SHOWN IN THE DRAWINGS.
FRAMING DESIGN NOTES:
-USE WOOD SYP #2 FOR STRUCTURAL
MEMBERS
-USE 7/16 O.S.B PLYWOOD FOR WALL & 1/2"
PT PLY WOOD FOR FIRST FLOOR
FLOORING.
-USE SIMPSON METAL CLIPS OR
EQUIVALENT
-HEADERS SIZE ABOVE OPENING IN WOOD
WALLS USE:
(2) 2X6 #2 S.Y.P. UP TO 5'-0" OPENING &
(2) 2X8 #2 S.Y.P UP TO 8'-0"
-CONTRACTOR SHOULD VERIFY ALL
EXISTING DIMENSIONS & ELEVATIONS AND
ROOF SLOPES BEFORE TO DO ANY
FRAMING WORK OR ORDERING THE
TRUSSES
NEW 2X4 TOP
PLATE CONT.
NEW R13 BATT
INSULATION
TYPICAL WALL
HARDIE PLANKS SIDINGS
TYVEKâ HOMEWRAPâ
7/16" OSB SHEATHING
2"x6" OR 2"X4" WOOD STUDS
R-13 BATT INSULATION
VAPOR RETARDER
1/2" GYPSUM BOARD 426 AQUATIC PATIOALTERATION426 AQUATIC DRIVE,ATLANTIC BEACH , FL 32233