HomeMy WebLinkAbout3Notes:
All dimensions are to ICF & or wall framing
{x.xx} =Vertical distance from Datum 1
MCxx = Square CMU Masonary Column, Size
IC
(Insulated Concrete Form), 6" Core, 2.5" EPS foam, 11.00" Total Width
Concrete: per structural notes sheet 2
All lintels in Exterior ICF walls shall be 6" thick by 16" deep with 1-#5 top and
1-#5 bottom unless noted otherwise on the plan, refer to Typical Lintel Detail an
Table on Sheet 14
4- #5 Vert & #3 Hoop Ties at 12" o.c. T.
all 12"x12" & 16"x16" CMU Colum
ns
2" r 20 gage composite metal deck with
l,C IG
3" ornormal tireighI concrete & 6x6x10/10
MC16
or 6x6v F1`1.4x1A. Welded wire mesh at
middleofconcrete -Typ.
8" min foam removed from outter wall in this
14'-0"
rea for precast lintel beam loading
o
�
v�
14'-8"
4'-0"
L
Precast Lintel
13'-4"
-10.50"}
—�°
Precast Lintel {-10.50"
8"
-4.00"}
:J
r
NIC16
M
11('16
`
HVAC Pad
co
12'-10"
Water equipment
�' 4,
j
o
B�
�
�o
N
13'-8 112"
r
8" min foam removed
from outter wall in this
Card Room
4
`�
area for precast lintel
beam loading
Office
5'-1 114"
Fr ich
8" min foam removed Elevator
from inner wall in this Rough in onlN �.
D N !
in area for floor beam load Removable �C
Floor installed n
6 6 112"
Bathroom 3 It l'
Elevator
4'-2 1 /2" L1'
co Mechanical
2" r 20 gage composite metal deck with
35'-4" 3" or normal Si eight concrete & 6x6x10110 MC16
or 6x6xF1`1.4xIA. Welded wire mesh at
middle of concrete - Typ.
0o v
V C_
0
12'-8" 4'-8" 13'-4" 13'41
Precast Lintel Precast Lintel Precast Lintel c Precast Lintel
1-4A0"; {-4.00"{ 1-10.50"1.2
MCI() MCI() NIC16 -4" NIC16
Lanai
O
L
O
_o
L-
a 8
}'r uh
Z 11"'
I
�0 i
{ 3 - ,(12"} 3068 t-9.62"}s' 8°
ATM
F4'-0" - 12'-10"
-2.37"{ {-7•37"), 8" min foam removed
M-4
-7.31" a 1 { from outter wall in this
area for precast lintel
J0 } beam loading
MC16
{-8.75" t . 1„)
II Ij
II }�
mrl�
C 1 4-5.50" }
HVAC #2 20'-0" am L 11 1
{-
0011 4- #5 Vert & #3 hoop Ties at 12" o.c. I j N'IC 16
U1I I{-1.50"} 308pR (308OR Tip. all 12"x]2" CN1U Columns
26'-8"
II I, AR2 68E II Ij
III Mudroom ,
c Kill
�°°S
{0.00" Datuml}11 -0 1i2"I M N II II
Garage
2080E Floor Slope 1/8" : V I I I j
l� 4- 45 Vert & 43 H op Ties at 12" o.c.
8 1I TNp. all 12"x12" MU Columns I j
Fire
Escape
'Window
ti
Bedroom 4
N
0
co
14'-0"
3080L l Parallam 5-1/4" x 5-114"
Post / Column - See Flour
000000 Framing Sheet _
Floor Girder FG04 above
4'-a"
Stairs
open to above
0
2'-8"A' 2'-8" + 2'48"
18'-8"
II H
II Ij
1C1 1C1
II j NIC16
Bar
14 -0" 3'-8 1I2"
H 11 1C1
II Ij
q
II II C;
_ I
1z o II II
ti
II II
' 8" min foam removed
from outter wall in this
5'-7" - area for precast lime
30 OR {-5.50"} beam loading MCI)
{-1.50"; 2668R t-7.12"
3' 4" i -7.12 1
Lowet Entry Safe Room N Storage 5'-4"
HVAC Pad
v T-8„ u
8' 9" 7' 2
6'-4"
1 U-7"
8" min foam removed from outter 13-4"
wall in this area for precast lintel "' 4'-0" 4'-4" Precast Lintel
beam loading
N'IC8\16 SX16 Y C8X16
\I C 16 N9 _'16
12'-8" 18'-8" 14'-0"
N
ZD
YC
d
a+
= C.
O a
Porte-Cochere
u
Q-
O O
AX:16
11'-4"
7'-8"
14 -0" —
Precast lintel x2
15'-4" —
50'-0
it0ttitliiisy+°4"
F•04
This item has been electronically
p�� ®�? r�°,
signed and sealed by Robert F.
Oleck, Ph.D.,PE using a Digital
Signature and date. Printed
y� t
copies of this document are not
considered signed and sealed
• ." �W :
••..,,,�..••
and the signature must be
° tt*s
�' �ar�
NA
verified on any electronic copies.
;tes��®
Digitally
signed by
Robert F Oleck
Date:
2021005021
10:03:39 -04'00
1 st floor under air 1,815.9 sqft
Bedroom 4
207.5
Office
171.7
1st floor bathroom 3
55.1
Elevator mechanical room
25.9
Elevator
26.9
1 st floor living
682.4
stair case base
281.8
lower entry
103.1
Mud Room
70.0
Card room
144.4
Safe room
47.2
1st floor non AC
1,020.9 sqft
Garage
988.7
Storage
32.3
4
Structural Engineer
Z
O
�
Can
..
• •
5
con
Page: 3
Scale:
P
114" { 1:48)