51 BEACH AVE RES19-0058_REV 6-3-20 S1.4_1CTDI IPTI IDAI Z�... ,... ..�� ..�T ..�
1 STRUCTURAL
LVL Schedule
Hanger
Beam
Span
Depth
Plies
BM8
8'
16"
2
BM9
18'
16"
3
BM10
6'
9-1/4"
2
BM11
10'
16"
2
BM12
22' 1
16" 1
2
BM13
24' 1
14" 1
4
Hanger List
Hanger
Qty
HGUS26-2
1
HHUS46
1
HTU26
25
THA422
21
THAC422
1
THIRD LEVEL FLOOR AND ROOF FRAMING PLAN
SCALE: 3/6"=1'-0"
LS PER
6/S2.2
OSB CEIL
BOTTOM CHORD OF
TRUSS SEE 2/S0.1.
SYMBOLS AND HATCH DESIGNATION LEGEND
(2)H2.5T
WOOD UPLIFT CONNECTOR
HTS16
WOOD HIGH UPLIFT CONNECTOR
HTSM16
CMU HIGH UPLIFT CONNECTOR
PORCH CEILING SHEATHING, TABLE 8/SO.0
ROOF FRAMING NOTES:
1. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS
2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS
AND (1)SIMPSON H2.5T FASTENED TO DOUBLE TOP
PLATE. SEE FOR 2/S2.1(CMU) OR 5/S2.2(WOOD) FOR
CONNECTION DETAIL (UON ON PLAN)
3. WHEN USING (2)TWIST STRAPS ON Q2" WIDE LUMBER,
PLACE STRAPS DIAGONALLY ACROSS DOUBLE TOP PLATE
FROM EA OTHER, TO AVOID SPLITTING WOOD.
4. IMPORTANT NOTE: SUPPORT JACK TRUSSES AT ALL,
CORNERS W/ 2x10xl2'-0" LONG PT STRUCTURAL FASCIA,
FASTENED TO EACH TRUSS W/ A34.
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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
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Pontigo
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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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THIRD LEVEL
FLOOR AND
ROOF
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
SIA
SHEET 12 OF 20