51 BEACH AVE RES19-0058_REV 6-3-20 _S1.1_1SYMBOLS AND HATCH DESIGNATION LEGEND
DESIGNATES SHEAR WALL. THE DASHED LINE
SW
APPLYS TO INTERIOR SW'S AND DESIGNATES
THE SIDE OF THE WALL THE SHEATHING IS TO
BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.C.
EDGE, 6" O.C. FIELD, SEE DETAIL 6/S2.2
NOMINAL LINTEL SEE DETAIL 7/S2.1 FOR
WIDTH LINTEL SPECS. (INCLUDES
PRECAST BOT COURSE
[�!!QZNOMINAL
LINTEL SPECS) SEE PLAN FOR
HEIGHT SPECIFIC LINTEL LOCATIONS
HEADER SIZE, NUMBER OF PLIES, AND NUMBER
(2)2x6-1 /1 OF JACK/KINGS REQUIRED EACH END OF
HEADER
(3)2x6 NUMBER OF STUDS IN STUD COLUMN
(1)CS18 *STRAP OR ANCHOR AT BASE OF STUD COLUMN
* WHEN (TR) IS INDICATED ON PLAN, ADJACENT FULL
HEIGHT ROD IS USED FOR UPLIFT TIE DOWN
T. 0. W.
TOP OF WALL
BEAM OR TRUSS
®
3/8"0 A307 THREADED ROD TERMINATES AT
WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2
5
5/8"0 A307 THREADED ROD TERMINATES AT
®
WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2
CMU WALL OR PILASTER. SEE S2.0 AND S2.1
IHIIIIHIIINU
FOR SECTIONS, ELEVATIONS AND DETAILS. SEE
SO.0 FOR MATERIAL SPECS AND GEN NOTES
CB -1
CONCRETE BEAM
INTERIOR WOOD LOAD BEARING WALL
C�
CONCRETE COLUMN, SEE DETAIL 3/S2.5
FAN
8x12 P.T. BEAMS CROSSED
14PPf=r) (1\/PP Pr)( -,T
FIRST LEVEL WALL FRAMING PLAN
SCALE: 3/6”=1'-0"
i•17L
Lou Pontigo and
Associates, Inc.
4745 Sutton Park Court, #204
Jacksonville, Florida 32224
Ph. 904-242-0908
FL CA # 8344
www.LP-A.com
Luis A
Pontigo o„e 213 ='
Luis A. Pontigo, PE
FL PE#53311
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONT GO &ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO &
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
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FIRST
LEVEL
WALL
FRAMING
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
LPA DWG TEMPLATE
RESIDENCE
DRAWN/DESIGN/CHECKED
WAC WAC / LAP
DATE
08.01.19
SCALE
AS NOTED
LPA JOB #
RSOR-19-0039
SQUARE FOOTAGE
SHEET
S1.1
SHEET 9 OF 20