HomeMy WebLinkAboutRoof Plan Nanny Qtrs Electrical layoutW-O" - I . w4terproof reefing
with felt sub4ayef Minimum R-38 blown
in insulation
Metal drip edge
Cone. trim TGI Ceffing joist@ 19'ox,
board 3xtg
Freeze board Dbl. 2 x 8
top plate /2" Sheetrock
(typical)
2 x 8 Stud wall
@ 16"O.C.
- R-13 batt insulation
- 6 Milly vapor barrier
- 1/2" elypsurn board
- Stucco board
- 7116' OSB cheating
i Great room
-
2i-g'
1)TX lia" fteeLsill
plate anchor @ 72'o..r--\
Grade 4n Fiber -reinforced concrete floor
A
12" Loured �Tt
=g==,n of 7 concrete wail
Below Minirnurfi 4" pea
a 6" drop. Frost 4" Perimeter gravel fill
drain tile ------ 40 2 x 8 cont.
$III plate
IZ'x 24" Cone.
footing
-W&LL
All Contractors are required that their Copyright 2=All -rights reserved.
materials, sizes, construction methods and No part of this publication may be -reproduced
labor forces meet an state, county and local or transmitted in ", form or by any means,
codes. These design requirements are to electronic of mechanical, including photocopying,
take precedencecifi
" over the project sped- recording or by any information retrieval system
cations and draiwings - written or implied. withotA the permission of the copyright owner.
Verify'all dimensions prior to construction. Any unauthorized users will be prosecuted to the
Contractor's are responsible for the accuracies fullest extent of the law* including any legal
and correctness of these conceptual drawings fees incurred by the copyright owner.
whether for new and/or existing construction.
I
4W Watefproof roofing
with MR sub -layer Minimum R-W blown
in insulation
Metal drip edge
Coric. trim. TGI Celling joist @ 16, O.C.
Conk.
Freeze board Dbl. 2 x 6 heetr . ock
top plate
1/2' 7S�v
(typical)
2 x 6 Stud wall
@ 16' O.C. " I
R-13 batt insulation
6 Mil pp- g r, barrier board
Stucco bWd
7/16'OSB cheating
Notes:
All rescue window openings
n . g8
to be fully opened. Milnj%um
window size shown and shall
reflect a minimum 5.7 sq. ft..
Windows that meet the egre-es
window minimums shall inoorp-
orate the "Nsh Here" label.
Provide a 9 sq. ft. of clear area
with a min. dimension of 3TIn
width and langth in front of the
window -in. the well.
Should the window well be
deeper then 44" provide a
ladder or steps in ft. - well for
escape.
I
MZX L-kZ_(Out
T't 0 C-U;-1WCA ArkC- VArk I
rnwaNKJrs� - V�Lx C�C;>. Fn.
FireblocJdng
around pipe
11 Typical
Wall studs. See
section R602.3
Full-height
studs
adjacent to header
See section R6,02.7.5
I I
Bottom plate
Subfloor 1 7
Cut Plate tied with Stagger joints 24�' or
16 gauge steel strap. use splice plates. See
See section R602.6.1 t section R602.3.2
2 - 2 x 12 Header
—Jack studs or
trimmers
1
2 x 4 Wridow sill
Solid
blocking
J Sill plate- __� Floor joists __V
------ ------- -------------- � _16"'O.0 ----- ------------------
----------------- 7 --------------------------------------- ----------
Anchorbolts -------- ------ -------- ---------- ----------------------------------------------
embedded in Foundation J_ Foundation cripple wall
-studs 16'o.c. See section R602.9
foundation6 -------- -------- ------ --------- ---------------_---------- --------------- ---------
0. C. max.
---------------
�oun ton
XZTV x 4!'Dia. brace Corner and Partition Posts
let into studs
< J
n
Apply approved sheathing or brace exterior walls Note: A third stud and/or partition intersection backing
with V x 4" braces let into studs and extending from studs shall be permitted to be omitted through the use
bottom plate to top plate, or other approved metal of wood backup cleats metal drywall clips or other approved
strap devices installed in accordance with the menu- devices that will serve as adequate backing for the facing
facturer's specifications. See section R602. 10 material.
VOO4
Denotes
Mt
I
window well
X
Mtn.
---- ------------
Base
n.ent
WT & G 088
Plywood underlay
(typ)
Finish greds
112" X Ion Steel sill
TGI Floor joist Wo.c.
Egms
Egress
plate anchor @ 720 o.c.
wi.ndaw
xxrn,% �
a§ - mvw,
Window
Grade
2 x6 x Cont.
Q
Sill plate
Max. allowed befiore
steps are required
Note.
12' Pbu red
concrete wall
,
Verify soil conditions
=Poristruct Illy
[on.
-
9 '-9
_52
Window well
V.- ToOO.T.
Note:
------------ -------
Base
Slope grade ftm
house a minimumof
--ment
Top View
a 6' drop.
.%de KIM
n
4" FlW-WJn&qed concrete floor
Minirnurn 4n pea
T avei fill
�V'xNrconc.
footing
dote:
Reber5CAf, 6 '/4-- -- 1
e4i
-_
Phmr
0 In OCO 0"S, OS well as
the basement wall sizes and the complete.
design of the foundation system is the
responsibility of the foundation Contractor.
These conceptual drawings, details, dimensions
and notes are provided for reference only
and need to be verified prior to construction
whether for new- or existing dwellings.
#1
Y
40
Second Floor
First Floor
Eli
1st to 2nd floor Skirtboard to be installed
after sheetrock is applied.
Tread: Illy
Riser: S 'Ye Railing to be 3411 high.
Skirtboard to set on top
of the 2 x 4 nailed to wall.
3) 2 x 12 Stringer boards.
2) 1 x 12 Skirtboards.
1 1/8" Nosing
Newel pots to be finished
to V! x 9'.
I x 8 Risers
Treads
46-.001 Basement Floor
1-2co ir, F-ev -4, 1Z3
_eta _.:a - 1U,
7-
:, r2r_Y__ 11, 'On_
AN design data, detab and
M 'o a 'ed 1untsfh1n=o`n't= trflflhe
The Singh Residence
'22
subrflitted drawings am
Date; Nov. 14,
L"b Con
1r.ArVTh. d=n
will not be held liable based
upon inaccurate and/or unk-
4
nown infomiton or conditions
provided vftin these
concepWal druwhgs
Eaton + Stipp Custom Hon'tes
19SO - 2G22 AM fthts
I T�ewed
8,677 Bash Street Indianapolis, IN 4625 6
I
5,cale- As notedl