HomeMy WebLinkAbout010-840-36-5208-LUP-2026-017—1�3
rN4
RESITECTURE
CHARPLNIJUtCul L , GMAIL COPl
ON
HIM
. P.
qf I j
I *a Kira fWT fewal�Rw o, 7 &mq,,
"—.4
Boom
A
j
!Lk I .
wQ14
04JOI
r-4,
•
-,'I"
tit"" W,
6 v
n
�T k`5
ROLSTAD CABIN
12282W Blaisziks Bay Lane, Hayward WI
Yll
;il4n,
fa
8t12
�P4.
MC) 8" TRIM Q❑ mm
p
N
soon
_ ► 12" SKRT BOARD
n •
ASPHALT SHINGLE
ROOTING
s:lz
6" WINDOW TRIM TYP,
O.H.O.H.12" O.H.
'1 '1 ■
Illllf 111 Ilillllll: lllllf lll! ■ �
L2" SKIRT BOARD
8"' LP LAP SIDING ■■
ASPHALT SHINGLE
R00FfNG
■
V ALUM, FA(.]A
�� SOFFIT
12 O.rl. r5.
12 O,H,
8" LP LAI" SIDING
1041.1011
#Wi 4oOR
■
10" FRIEZE BOARD
IIIIIIIII�'IIIIIIIII'IIIIIIIN
12" SKIRT BOARD
l�h
Al
r.
�o
8"
8" P LAP SIDING'
ASPHALT SHINGLE
12,12
ROOFING
1191
moll IN11.4111
12282W Blaisziks Bay Lane Hayward WI ! POLSYAD CAMIN
f— - - r-:� -r�-r - . '.—r-r...`r`rvY -•`rI n- v•r'l�r�-'Y^•rtir'. . . . . . . . . Y •y�ryy—� r r -
I.
V.ig.
r r wide
llrwW W MIIlhrrs.4 44 bars @ 12" oc
s'arwl l.argA:mO: 44 Poor,a 16' m, provide std. hook Into footing
cwx
10' wide w/ 4" ledge
Longitudinal reinforcing: p4 bars 0 12" oc
verocal reinforcing: 04 bars a 16" oc, provide sod hook into footing
CW3
10" wide w/ 2' ledge
Longft 1.M.1 hedng: 44 bars @ 12" oc
Vertkal,wrkveii*! a4 bars g da" oc, provide std. hook Into footing
CW4
a" wide
Longitudinal reinforcing: k4 bars @ 12' oc
Vertlol reinforcing: /4 bars r1gr Is" m, provide std. hook into fooling
Footing Schedule
Fl
Y-6" wide x V-0" thick (continuous)
Longitudinal reinforcing: 0,5 bars @ 12" m
Tmn, ene reinforcing 4S bars ® 19' oc
F3
2'-0" wide x 1'-0" thick (continuous)
(2) 05 longltudlml bottom bars
F3
T-0" wide x 2'-0" 1-9 x V-0" thick
(2) a5 bottom bars each Way
F4
Combined rooting
6'-0' wide x 16'-0' long
Longlludlnal reinforcing: A'S bars 0 12" a
Transverse relnfordrg: k5 bars ® la" a
Pier Schedule
lill
10" wide x 2'-2" long
Vertical r inforang
(4) %4 bars
Equally far m —IN In wall and hooked Into fooling
Hodzoreal �e-n.,_ ,y
44 bars ® 12" or,
Px
10" wide x 2'-0" long
Vertical reinforcing
(4) $4 bars
Equally'. rr.l. ed in wall and hooked Into footing
Hadmnaal,e„Ie.J,.j
M4 bars 0 12" oc
P3
to" r.oir x T-6" long
w+�.Y reinforcing
4) 94 bars
f W,e44 w-al. , onrraN W -A.41 i6aw 44u 1 W wi
94 bars @ 12" oc
P4
1'-0" wide x I'-0" longf Vertical relnorang
'4! rl h., r—"mto footing
x ties @ 12' occllh
M3 tks�12'a
I f4ote;
vntxal construction joints In walk shall be a maximum of Bo feet on
center, Ver0ral control/a I,racbon joints In wall shall be a maximum
IF 200 (feet
on ter between constmctlon Joints. Locate joints at edges of piers
Integral with wall and near corners and In concealed loc bons where
possible.
Pro, de full development and splice lengths per ACI 316 requkemenls.
'"Y-Y'Y Y 1 r--I Y'y
PoenbSg� i. i�.+ r
Foundation plan updated to 1,
Include Trost depth Footings
Footings »�
Throughout ,
�f1
IK UNRATION PLAN
R vna y'.u" c 3/Bx 1,776 SQ. R.
NBRO-0-0
MELMN
extend pier I
ahar. 1ltati
,� ggr>ra,�Pn.nh
k r'nluic+ rr E
nrM-.clop EE
`TF.R SELTICIN
I
'go
ME DES%6
2
�=
4plan~
r•
��IIT441 •4
4np•n�e
yH'aF{1. min �lre 151/2'
EL 100'-W
airyn
minforcement per
suWiler requbements
f
J
PIER�N
'l6r paN 1Ps n x+rYrF
fF4xY d�Piro1�4r•
r
1M RMId1. an
lM+,sry
F0tiHt*n0TF WALL SECTION
".tr tr) r'I Ika k, lln: 6'
EL = 96'-0'
/ g PIER SECTION
l'TP'PI► M+3 MIt4MP rM
I �� >ntl w4N Enrn41 aq
' �m4tarr�an
�.+ wlf btrT.m rwedw.
• I �+'a�r4t �.1f
ad.lt-a=r� _ yy ria ot�.
See schedules
for reinforcing
FOUNDATION WALL SECTION
yx may mc-. hA rot-R
EL95'-0'
ff
FOUNDATION WALL SECTION
Ak
h.
August Z2, 2025
HEMEM SET 0CV
9MH SET ®W.iW
4' PLATE HEIGHT
54' 0'
! 42' 0" I
3' 11" 5' 2 Vw 4' 10 11110"
12' D'
N
llrsrrn WBII sheathinT
I.
in
3030 FIXED
'066 Fixc'Tz
3-0"R.O. X3-TVI
R.R. XE10'R-O
Ampson
WSWHISa9
— • . -
l . TlYp {I
1
1•r
t
I'.
7I
!
to
a�
�
1•
1•
a
25D'
!
--
4'
—
^
th
1
Tp
1
f N
!
—
1t-
aHuas
1
Il I RER CAR.GAPAGE a .;
-
1—
�
r•OVLu
ik.#
A
COO. PATIO
�
18' TANSY
CINii
I
ly n.C.
o
Vi % 5.
I
I
"
!
!
�
I
asRslU.'g14 L'HAS1I:11
RATFI 3
{
/ _ In' YiGp'p "+RVt10 N
TRYpI,I%sos
{
v
I
o
O
rl
IY
i
'k
o
Amps.
WSWH
nc
I
I
� e
!
3030 FIXED ts[An03t TFD
3'-0" R.O. X 3'-0" R.O. dn.yam. +
v V..4fOP J I
! Ja
3' f1" 1II �_ TiI16'
7LLV,T
IS, 11' S' p• 17'
42' 0"
sw 0'
KHAN UVEL FLOOR PTAN f MRAh{R{ii p1/JS
OUTDOOR SHOWER A
JI!
?
3' 10QW
�q—
Y
IAi)
C�Lc,11
y041E DES%G411)
proa1H•Il'." .0*w neabn P.
supplkrlln�rws '
.---
'-'
provide 1�4" sOflener plates
Bt bearing
_
Slffp—
6d�� wPr I•�• 1.4 post
WSWHIM
z DETAIL
Ai
I-RAMING t1.EVAT(ON
4e
mntracror 10 sw4slow swp—
SUongweg Inst"on requirements, unless
noted ott jW6e
N
August 22, 2025
A 1 4-
wM.LCONSTRUCTM
1W PLATE HEIGHT
44' 0" t 12' 0"
2' 0" 4' I^ 7' 9 ,y8' I 4.• 7• a s/6"
�4 wall sheathing per IRC 602.t[] -
3050 DN .0. X OH 403fi FINED 71 qqp
3'-0" R.O. N 5'•0" R.O. 3'-b" R.O. 5'-0" R.O. HEADER TBD 4'-0^ R.O. N 3'-6" R.O. 2'-6" R.O. N $-0 R.O.
UPPER LEVEL IRRhii N�, 1{,i1k
A cal 1W, = 1/4" 1..."* 64, FT.
AMIE FLOOR PI AN
A ous 1W -- V4" 33-0 SQ. FT
yOMF DES%('p
m
F 12282W Blaisziks Bay Lane Hayward WI 1 FtM-5FAD CAIJU#
C6a82
8 S�
2-2.8
F
2 2.9 :.. _.: r•..Y
1 � l it i ),see-dela4il1
R-49 LOOSE BLOWN FDIEROLASS INSUL.
- -- - - STANDING SEAM MEATAL ROOFING
ROOF FELT
ICE & WATER SHXQ•D
1/2" O.S.H. ROOF SHEATHING
b
ENO. PARALLEL CHORD
TRUSSES lR 24" O.C.
2X6 SUB FACIA
ALUM. FACIA
ALUM. SOFFIT 1' 6" —
1
O.H
P-6" minimum
width
iisirlirniia
" V
e/41i�A1BTIA
18•r FZQDRT'RDBSEs
19.2" ❑.c.
1/2" GYP. P. " , and (2)
3/4"d HIIU HAS -threaded rod RE PROTECT 2s8 ,lads dlrecttr beb,
,nzar,�all end m,ds
p
OI Top connection:
S]I Threaded rM to penetrate sill plate,
7
1111, pr-dt steel tear09 plate 9",V,3/8' dA
REV 1, SEEI
F0UNUA710N
PLAN
-,J,•�
Base connedlun:
' Provide lillb HIT-Hv ach—e, embed
Threadedrod LY minimum, mstallatan to
!nllrw manu!acwrer recommendahrns SLAB OVER ROLT'
Rrarn FMRITF.[TInN
t
.,.,_• . nn,svELFILI, _�..��r.__..,...
-,Rf-Te61RIlT�'�+'w---^--}
BUtIMING SI(MON I
LL-nd
a.-o.. = 1/4"
1' 6"
O.H
l Zr
Hatch pattern Indicates shear wall:
-3.16" OSB sheathing required each face
-fasten sheathing edges @ 4"OC with 8d !
common nails
- (2) 2x8 surds each end
minimum width
BAND RAD.S
BOTH SIDES ---
[/7_�•/
PANTRY
Fa
/
EN
Sffi.VINO
N
FN
BACKING
BGaRD
n '
O.H
DECK
,V
FINISHED
TREADS
-
rR'rn axs69 16" G.c.
(2) 2XIOe
100011 RIM JOIST
�yy�y
�a
AL
2X6 SUB FACIA
ALUM.FACIA
�1
ALUM. .,OI'171
16
OH
STANDING SEAM MEATAL ROOFING
ROOF FELT
ICE & WATER SHEILD
1/2" O.S.B. ROOF SHEATHING
24'•
16" or
3/4" SUHFLOOR
�tc,iVrcr(j.e
STANDING SEAM MEATAL ROOFING
ROOFFELT
ICE & WATER SHEILD
1/2" O.S.B. ROOF SHEATHING
ENO. ROOM -IN
ATTIC TRUSSES 0 24" O.C.
y041E
1r
•`� R-AS LOOSE BLOWN FMA01 a" INSUL.
O-H SIDING PER ELEV.
/ WEATHER HARRIER
7/16" O.S.B. SHEATHING
2X6 STUDS @ 16" O.C.
4 MM POLY
1/2" GYP. BD.
------ 2XS@16"O.C.
2xS SUB FACLX
ALUM. FACIA & SOFFIT
�.STA—WED (2) 2X109 BELOW
BEAM PER PLAN
ON S' X S" POST
WRAPPED W/ STAINED CEDAR
BLOCKING AS NEEDED
L Bent plate 1/4",4',0'.6' w/
equal legs and (3) Simpson
BUILDING SECTION 2 5DS256W son— (staggered)
Into Icp plate
A am s'o"=�/q" simpmn SD57521z ,Re.rs
slagge, Ed I) 24" OC
` 31161z) klsas
Id I
GIRDER TRUSS „- Y•twvr la-e
,µylin9l ppening-
Simp» SDS2.5212 wens
- -•••• _ _ staggered tZ 24" OC
2�Y S:UGs �•—
F1_11
OH
L3,3v1/4a0'-V long yr/13
51111Pwn SOS25600..e
(sWggerrJ) Into All 1floor sheatti�ny and
Gxkmg
REV 1, SEE T' 0- sm.w dlltrWl:.4.t •�
m S' AD ST AS FOUNDATION PLAN
m
GARAGE
O.H .-.
°" DEGREES n: 0 3 1/2" CONC. SLAB OVER POLY -
a. i' / �-r�-rr-rTrl rrr�rrrT�-r••ry--n-r-r�-rz-r�-z-.m��'" . .
LI.
SHIPSI,A1]DHA DETAIL
�r �1.1fJ1
A nn4 s•-o..a s/4"
MONO SLAB RIGID INSULATION BVD.DIN08RCTION$
E2 FORM - GRAVEL FILL
August 22, 2025