24C-092 Structural Plan 4.25.18EXISTING UNIT FROM NORTH WALL
EXISTINGD02D02
5360DCD01D01 5660DC5636FX5660DC5636FX5360DC 5360DC
11'-7" x 19'-7"11'-4" x 12'-0"
24'-6"
12'12'-6"
9 1/2"
5'-3"
3 5/8"
5'-3"
4 7/8"
4'-11"2'-8"4'-11"20'-6"3'-9"13'3'-9"9 1/2"5'-6"5"5'-6"9 1/2"20'-6"8'-11"2'-8"8'-11"24'-6"
12'-6"12'
1'-10"
8'-10"
1'-10"
1'-6 3/8"
3'
1'-5 1/8"
5'-3"
9 1/2"
PORCHGARAGE
DOOR SCHEDULE
NUMBER LABEL SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS MANUFACTURER
D01 3068 3068 R EX 36 "80 "38"X83"SCREEN DOOR 2X6X41" (2)1 3/4"HAMPTON DOOR
D02 81076 81076 106 "90 "108"X93"CARRIAGE-STYLE GARAGE DOOR 2X12X114" (2)1 3/4"RAYNOR DOOR
WINDOW SCHEDULE
NUMBER LABEL QTY SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER MANUFACTURER
W01 5360DC 3 5360 63 "72 "64"X73"SCREEN PANEL 1 1/2X7 1/4X67" (2)HAMPTON DOOR
W02 5636FX 2 5636FX 66 "42 "67"X43"FIXED GLASS 2X8X70" (2)
W03 5660DC 2 5660 66 "72 "67"X73"SCREEN PANEL 1 1/2X7 1/4X70" (2)HAMPTON DOOR
Wick Porch Design
Kent Hicks Construction Co.
08.09.17
Scale: 1/4" = 1'
3-2x12 spf
or 1-1.75x11.25
Ridge2x6 min Rafters 24" oc with 2x8 hangers at ridgePost provide full bearing of
ridge plus must prevent
ridge from twisting by
running 1 ply on the
outside of the ridge w 3
1/2" bolts.
MAT 45 deg
F100: 1500
Rg req. =6.8
Dg req =49"
Using Type IX 1.8 =2.5" tk
2 ply of insulation is acceptable if
1 ply is not available
Washed Stone under all ground
insilation, min size 1"
Compact 100% with Vibratory
compactor
Follow IRC prescriptive details for
any items not given.
12" min 45 deg max18" min12" 6"4" Conc slab 3500 psi
min
#6 x #6 x 6"x6" wwm
(3) #4 bars continuous in haunch, locate 3"
from Bottom and exterior surfaces as shown.
Locate 2" from top. Bend through corners,
Top bar continues all 4 sides. Lap splices 20"
with tie wire. Typ
3"
Fin Grade
2.5" EPS 1.8 typr IX, continuous under entire slab
6" of min. 1" washed stone. See note
49" min
3 sides
2-2x8 spf
Wall Beam continuous over
structural stud between
windows, typ
THE ENGINEER GROUP, LLC
Hicks / Wick Porch Addition
Northampton, MA
STRUCTURE DETAILS
Date: 4-24-2018
For this wall use portal
frame detailed in IRC figure
602.10.3.4 PFG Portal
Frame....
min wall sheathing 16" at
both ends of wall
49" insulation
typical
Post ridge to wall. Continue
wall post with studs in wall
Lap outside post plys and
bolt to beam with (3) 1/2"
bolts
Insulation stood vertical for
34" deep at existing
foundation.
Pin slab edge to garage
24" oc w12" #4 bars
embed into existing 4"SLAB EDGE DETAIL TYP 3 exterior sides
4/24/2018