Plans - 2447 Black Lake Road - 5/28/2021MR. RICHARD SMEDBERG
2447-BLACKLAKE ROAD
— 471-9249
24X24-Garage
2X4-STUDS & RAFTERS lE
4X8-5/8" CladwooSi
1"-PLY WOOD ROOF
##15-LB FELT & ##24
W/ROOF BRACING 1
4"-CEMENT FLOo
6X 6X 10 -W I RE
4N.GABLE R, /
1 X 4 BRACE
2X6TI
1 x 6 ROOF BRACING
RAFTERS 16" O.C.
III III III III III'
2 X 4 DOUBLE TOP PLATE
111 111 li i li
2 X 4 STUDS 16" O.C.
\\ \_ i
UBLE CORNERS
2 X 4 SINGLE BOTTOM'�KATE
1 X 4 RIDGE BOARD
2 X 4 GABLE
DOUBLE 2x 12 OVER HEAD
DOOR HEADER WITH 3/e" LAMINATION
,DOUBL-E DOOR STUDS
11,
Ii�l t6 ,
III
RONT BOTTOM PLATE _
Poor Quality Document
Disclaimer
The original or copy of a document or page of a document
presented at the time of digital scanning contained within this
digital file may be of substandard quality for viewing, printing or
faxing needs.
Plan Review Comment Sheet
Applicant: Scott Suttle Project: New Home
Valuation: $300,000
Permit #:11-03B Number of Days
Address: 2447 Black Lake Road
Date Issued:
Municipality: Spring Park
Inspector Issued: v
Date & Comments
1-31-11 Received Application and Plans. NQ
z I -// ;;W&—M &' "0.
Cc�,y
#1210
?-.1 - / - / / 1�IlK &- &be/1/ /'lie M t)w-k rz.
FOUNDATIONS
TABLE R404.1.1(5)
CONCRETE FOUNDATION WALLSh.4I.k
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACINGr_ d, a 1,1
Soil classes" and design lateral soil (psf per foot of depth)
MAXIMUM
MAXIMUM
UNBALANCED
GW, GP, SW and SP
30
GM, GC, SM, SM-SC and ML
45
SC, ML-CL and Inorganic CL
60
WALL
HEIGHT
B EIGHT L
HEIGHT'b
Minimum wall thickness Inches
(inches)
(feet)
(feet)
5.5
7.5
9.5
11.5
5.5
7.5
9.5
11.5
5.5
7.5
9.5
11.5
5
4
PC
PC
PC
PC
PC
PC
PC.
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
4
PC
PC
PC
PC
PC
PC
PC.
PC
PC
PC
PC
PC
6
5
PC
PC
PC
PC
PC
PCB
PC
PC
#4@35"
PCB
PC
PC
6
PC
PC
PC
PC
#5@48"
PC
PC
PC
#5@36"
PC
PC
PC
4
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
7
5
PC
PC
PC
PC
PC
PC
PC
PC
#5@47"
PC
PC
PC
6
PC
PC
PC
PC
#5@42"
PC
PC
PC
#6@43"
#5@48"
PCB
PC
7
#5@46"
PC
PC
PC
#6@42"
#5@46"
PCB
PC
#6@34"
#6@48"
PC
PC
4
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
#4@38"
PCB
PC
PC
#5@43"
PC
PC
PC
8
6
#4@37"
PCe
PC
PC
#5@37"
PC
PC
PC
#6@37"
#5@43"
PCB
PC
7
#5@40"
PC
PC
PC
#6@37"
#5@41"
PC
PC
#6@34"
#6@43"
1 PC
PC
8
#6@43"
#5@47"
PCB
PC
#6@34"
#6@43"
PC
PC
#6@27"
#6@32"
#6@44"
PC
4
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
#4@35"
PCB
PC
PC
#5@40"
PC
PC-
PC
9
6
#4 @ 34"
PCB
PC
PC
#6 @48"
PC
PC
PC
#6 @ 36"
#5 @ 39"
PCB
PC
7
#5@36"
PC
PC
PC
#6@34"
#5@37"
PC
PC
#6@33"
#6@38"
#5@37"
PCB
8
#6@38"
#5@41"
PCB
PC
#6@33"
#6@38" 1
#5@37"
PCB
#6@24"
#7@39"
#6@39"
#4@48"h
9
#6@34"
#6@46"
PC
PC
#6@26"
#7@41"
#6@41"
PC
#6@19"
#7@31"
#7@41"
#6@39"
4
PC I
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
5
PC I
PC
PC
PC
#4@33"
PCB
PC
PC
#5@38"
PC
PC
PC
6
#5@48"
PCB
PC
PC
#6@45"
PC
PC
PC
#6@34"
#5@37"
PC
PC
10
7
#6@47"
PC
PC
PC
#6@34"
#6@48"
PC
PC
#6@30"
#6@35"
#6@48"
PCB
8
#6@34"
#5@38"
PC
PC
#6@30"
#7@47"
#6@47"
PCB
#6@22"
#7@35"
#7@48"
#6@45"h
9
#6@34"
#6@41"
#4@48"
PCB
#6@23"
#7@37"
#7@48"
#4@48"h
DR
#6@22"
#7@37"
#7@47"
10
#6@28"
#7@45"
#6@45"
PC
DR
#7@3.1"
#7040"
#6@38"
DR
#6@22"
#7@30"
#7@38"
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa; 1 pound per square foot per foot = 0.157 kPa/mm.
a. Soil classes are in accordance with the United Soil Classification System. Refer to Table R405.1
b. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where there is an interior concrete slab, the unbalanced back -
fill height shall be measured from the exterior finish ground level to the top of the interior concrete slah
c. The size and spacing of vertical reinforcement shown in the table is based on the use of reinforcement with a minimum yield strength of 60,000 psi. Vertical rein-
forcement with a minimum yield strength of 40,000 psi or 50,000 psi is permitted, provided the same size bar is used and the spacing shown in the table is reduced
by multiplying the spacing by 0.67 or 0.83, respectively.
d. Vertical reinforcement, when required, shall be placed nearest the inside face of the wall a distance d from the outside face (soil side) of the wall. The distance d is
equal to the wall thickness, t, minus 1.25 inches plus one-half the bar diameter, db (d = t - (1.25 + db/2). The reinforcement shall be placed within a tolerance oft 3/8
inch where d is less than or equal to 8 inches, or t 1/2 inch where d is greater than 8 inches.
e. In lieu of the reinforcement shown, smaller reinforcing bar sizes and closer spacings resulting in an equivalent cross -sectional area of reinforcement per linear foot
of wall are permitted.
f. Concrete cover for reinforcement measured from the inside face of the wall shall not be less than 3/4 inch. Concrete cover for reinforcement measured from the out-
side face of the wall shall not be less than I1/2 inches for No. 5 bars and smaller, and not less than 2 inches for larger bars.
g. The minimum thickness is permitted to be reduced 2 inches, provided the minimum specified compressive strength of concrete f,, is 4,000 psi.
(continued)
94 2007 MINNESOTA STATE RESIDENTIAL CODE
FOUNDATIONS
TABLE R404.1.1(5)--continued
CONCRETE FOUNDATION WALLS°.'.Lk
A plain concrete wall with a minimum thickness of 11.5 inches is permitted, provided minimum specified compressive strength of concrete, f is 3,500 psi.
Concrete shall have a specified compressive strength of not less than 2,500 psi at 28 days, unless a higher strength is required by note g or h.
"DR" means design is required in accordance with ACI 318 or ACI 332.
"PC" means plain concrete.
Where vertical reinforcement is required, horizontal reinforcement shall be provided in accordance with the requirements of Section R404.4.6.2 for ICF founda-
tion walls.
M
TABLE R404.1.1(6) N
CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS M
MAXIMUM WALL HEIGHTi
(feet)
MAXIMUM
UNBALANCED
BACKFILL HEIGHT°
(feet)
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING FOR
8-INCH NOMINAL WALL THICKNESS a °, a a I, I. k
Soil Classesd
GW, GP, SW and SP
GM, GC, SM, SM-SC and ML
SC, MH, ML-CL and Inorganic CL
3
None required
None required
None required
4
4
None required
None required
No. 4@72 in. o.c.
3
None required
None required
None required
5
4
No. 4@72 in. o.c.
No. 4@56 in. o.c"
No. 4@40 in. o.c s
5
No. 4@72 in. o.c.
No. 4@56 in. o.c h
No. 4@40 in. o.c s
N
M
N
M
N
M
N
M
N
M
N
M
N
M
N
M
N
M
N
M
N
a. Mortar shall be Type M or S and masonry shall be laid in running bond. Minimum unit compressive strength is 1,900 psi. M
b. Alternative reinforcing bar sizes and spacings having an equivalent cross -sectional area of reinforcement per lineal foot of wall shall be permitted provided the M
spacing of the reinforcement does not exceed 72 inches. N
c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be no greater N
than 2.5 inches. M
d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. N
e. Interior concrete floor slab -on -grade shall be placed tight to the wall. The exterior grade level shall be 6 inches minimum below the top of wall. Maximum height M
from top of slab -on -grade to bottom of floor joists is 10 feet, 0 inches. Unbalanced backfill height is the difference in height of the exterior finish ground levels and M
the top of the interior concrete slab -on -grade. N
f. Minimum footing size of 20 inches by 8 inches shall be placed on soil with a bearing capacity of 2,000 psf. Minimum concrete compressive strength of footing shall M
be 3,000 psi. M
g. Provide propped cantilever wall: top of footing shall be 16 inches below the bottom of the concrete floor slab minimum. N
h. Provide #5 Grade 60 dowels, I foot, 6 inches long, to connect footing to wall. Embed dowel 5 inches into footing. Place dowels in center of wall thickness spaced at M
32 inches o.c. maximum. No dowels are required where length of the foundation wall between perpendicular walls is two times the foundation wall height or less. M
i. This table is applicable where the length of the foundation wall between perpendicular walls is 35 feet or less, or where the length of the foundation laterally sup- N
ported on only one end by a perpendicular wall is 17 feet or less. M
j. Maximum wall height is measured from top of the foundation wall to the bottom of the interior concrete slab -on -grade. N
M
k. Install foundation anchorage per Section R403.1.6. N
2007 MINNESOTA STATE RESIDENTIAL CODE 95
vj
I(
APPWW LOCATION OF I FRONT ELEVATION
EXIST'rp &RAPE AT
LOCATION OF NEW HOUSE SCALE: V4" = 1'-0"
4 1 -k.,f HOUSE CORNER)
x
I
Read All Attached Matorials!
ICITY FILE COPY
NJUSt P023t ads" man construction
4 sito v1si, ia, irom road. DRAFTS11"OPPING REQUIRED,
CONIC EALE 01 Pp, EWNOT To
no so. FT.
EVERY PERSON PERFORMING WORK
FOR WHICH THE CODE 18 APPLICABLE,
SHALL COMPLY WITH THE CODE ,
THE
'IV Orr
GrY 7el 333TIAM
L
CONTROL EROSION OF BARE SOIL AREAS SO THAT
I MOT OCCU 0T
SILTATIONDICTES R NT SiSTRr OR
NEIGHBORING P30prpTIrS UNTIL LA'I'MS"CAPING AND
TURF ESTABLISHMENT ARE COMPLETE.
f10 GCCU'71A'UNM/ 0 USE ALLOWED
IRML FINAL IMISIFE27"U"I AMWROVAL
CALL BUILDUM P20P23M.1 C32-44275M
I MS
LOT LR'
ZE !�j To W-RIT-v
PNlV!%MY LINES MU37 02 STI';0 09'3c-R PRUNAOa
k"' "r 0K6T0L0TLKZS-!_-'-'_S PDA" H, T'mc.-D iM.UU
g0kow,
IT
4111
v;.
C01S.FTRACTOR MA11,
SIV01TAR"T SL41_ 11 -r�,!M21TIOX
III Rli2LA-'T--,O--,'-T "PC LOWZST
FLOOR B.11 It: X PRIOR
TO COINSITRUCITION.
STORM WAT"R RTT"T-07' 1 SMAML BVA
CH A N X 1re L il_! 5 i 1 J! 'T ()
PONDING-L Al-I-E-L 0-1-3. OM13HER
SUITATjT1X.,j.'-". ,70 J.,,r,f T 2-rCLjN'_OriF
SHALL BE DIRECTED ONTO
ADJACMIT PROPMYCM, 3.
REVIEWED
SUBJECT TO, C 0';'vll P L! A N C, E_
WITH C00j!E S AND F 11 1ELD
INSPECTION 17"
CONS 1 5
Rv _m,_ , .. nATF-z /_/1
FOR ALL INSPECTIONS
CALL 24 HOURS IN
ADVANCE AND GIVE
PERMIT NUMBERL.:.-),
• k&7(f YENr
CELL SPRAY
POAM INSULATION (KW MIN)
43 BAFFLES MILL WIDTH . .... .. T T Q
#F TOM SPACING)
MANEW-I.CiNa SBANS
EQLTMW,, 12 \—Va' &VP BOARP—" ROOF UNDERLAYMENT R
MAYER ONOCOAIa,-Dr�,00,-"jNrioRGLASS
w- ATTIC TRIW WALL Falb EMTe17?
A-L
RIq GATT INSULATION- 124EW
4 MIL POLY VAPOR BARRIER 7- n�rmmnsm OF TM
S" SYP BOARD (AIR BARRIER)
maw-UORWAMIM
r
% C, -a7`7
Fsa. . . . . . . . . . . . .
\_CI OAED CELL SPRAYro.a.!. W->;at:M/een.j�. �ta& E,-Z=Z ;ZIT
FOAM INSULATION AW MIN)
17' rT n
S
"J. Z;;.:
TYPE 'X'6YP BOARD Pp'OVID-1Z Copy OF on
ol: IACED
%'rYPE'X'ISYP BOARD TRUs- s- LAYOUT cLiPS'
w MINIMUM OF I" ANI-11 SPACE
REQUIREDFORKiric VENTILATION
RIGID WINDWASH - EXTEND WALL
SHEATH!NG UP TO I INCH OF
ROOF SHEATHING BETIVVEEN ALL
RAFTER SPACES.
POURED GONG OVER KICK -OUT FU�,S'HM 0 r. C U I R 2 D ATALC
8" PRECAST PLANK :_7Zf"n ONS.J1"
71�
x
0
0
MINIMUM REQUIRED
ATTIC VENTILATION
10" POURED CONCRETE WALL
L
pp"OJEC7
AR':]A - 1/22T -0, L _mz
SOFFIT. 1/2 TO Fm
POURED GONG OVER
ROOF NEAR 1:10CE.
4' CLEAN GRANULAR FILL
4' MIN TILE
CONCRETE FTS,
SEE PLAN FOR 51ZE 4 REINF
SECTION @
OARA&E
AI SCALE: 1/4" -_ I'_0"
U
z E0
an
-0
—CC
aw LL
— 0%
In
41
@
-j .0
LU
'Rul
E
LU
aft
U_
U_
0
iAt
HOUSE CORNER)
EXIST'& GRADE AT
LOCATION OF NEW HOUSE
I0099 �P_% J 4A
ASPHALT SHINGLES
15# FELT
ICE d WATER BARRIER TO24"
FROM INSIDE FACE OF WALL
AIR BAFFLES (FULL WIDTH OFF,
TRU55 5PACING)
15J2" 055 ROOF 5HEATHING—,
DRIP EDGE
2xb SUE
BOARD
ALUMINUM FA501A
VENTED ALUMINUM
SOFFIT
DRIP EDGI
2xb SUB-F
BOARD
ALUMINUM
ALUMINUM
ROOF TRU55
�R44 BLOWN -IN INSULATION
" GYPSUM BOARD
`—VINYL SIDING
O5B EXTERIOR WALL
5HEATHING
2xb STUD WALL
Y" 6YP5UM BOARD WALL
5HEATHING
EAYE SOFFIT S FASG I A DETA I L
50ALE: %4" = 1'-0.-
"`4HALT 5HIN7LES
055 ROOF 5HEATHIN6
OUTRIGGERS
3LE END ROOF TRUSS
055 EXTERIOR
.L SHEATHING
(L SIDING
7"(F. RAGE SOFFIT � FASCIA DETA I L
SCALE: 5/4" = 1'-0"
U.
im
0 E
g
%0 4
cp
N
g
{L co ai=
N N I
V1 L
J
W
N U
E
�I
W
U Q
0 Lb
V-10" 14'
b'-b° 4' 2"
4'-4"
ti(
11-4
IT— —2b88 — b'-O' SLIDING DR — (2) 1 a•xgYs•d LVL NOR)-
of
r
/ I I FUTURE �
BATH
I
o
=
Qm
$
I P
101
1 I I
I - I I WOOD BURNING STOVE
I
—, --, — -
/v-
ce; POURED CONCRETEAirl,
I FDN WALL
Al AD STEEL BEAM
ry
W I14i' FOIL
� � FACE RIGID INSULATION
I I o FUTURE
I
�� _ — — 0 INTERIOR (RIO) MIN
REC. ROOM L_
Zo
4'-0"
MA
F--
Z
Z
a; I I
FLi 8' POURED CONCRETE I
X FDN WALL w/�' SLAB
LEDGE
e
23
II x
I ;
I'-8"x8"d FTG I W POURED CONCRETE
FUTURE I I FDN MALL W W FOIL
w/ REINF I I
WET BAR I I I FACE RIGID INSULATION
I
10' POURED RETE
FDN WALL
r
REFG
I I I I I SMOKE 0 INTERIOR (RIG) MIN
I L J-- J I'-8"x8"d FTG I
DETECTOR
°
I
a
I
W REINF
-T
I
II
_ a
a q'-0.
a
I
°
3068
I
I
—
(2) I% xll%d LVL(OR)—
�.
I'-8"x8"d FTG 2 -O" RE' NF TG
w/ REINF
I II 0 TIONAL OLD b
I t 'UP F
II 5TOR E
FUTLIRE
10" POURED CONCRETE
THEATRE RM
I
°
I I
FDN WALL W 2' SLAB
ME R
JJNEXCAVATED
II G RAGE 5IDE
II
I
osiL LLH
RGIRDET
8' POURED CONCRETE
a
I'-8"x8"d FTC I FDN WALL w/ V'a' FOIL llTI L I TY E W,H. FURN.
FACE RIGID INSU.ATION oC
WREINF 1 AREA 1
A INTERIOR (RIO) MIN
d.
I
8' POURED CONCRETE
FDN WALL w/2' SLAB
a
10' POURED NGRETE �
I FDN WALL i�
?
�
FD. I --- O
I `-__ -_
LL I ® I'-8'x8"d FTG
w w/ REINF
2068 x
LEDGE
I
�
�
;... �
—
°
,.... ,.......
e °
I
3
r I
nl approved, corrosive-re6istant nails,
Y �P �
►I�tIFRAS H-IMLTtUO B ,
o BOLTS 1r ON CENTER.
.� /
X �
C
r-bxb.d FTG
REINF
I Al
(� y
� � �(
:o
Vw/
bolts,
hangers
carriage bolts, washer6, nuts, and joist
are to be used on all treated lumber.
V
I
15'-b" T _3„
(3) TRTO 2xI0'S
— — — — — — — - j BELL ®BTM
-24'b
PIER FTG, TYP
10'-4"
1'-10"
2'-4"
lb
2'-4-
12'-103/a"
I-I'-IYa" (�!j
W-O"
30.-0.,
BASEMENT FLOOR FLAN PROVIDE POSITIVE MECHANICAL CONNECTION
5CALE: i" = 1'-0" Y_ FROM FOOTING TO POST. ,�-
BASEMENTS AND EVERY SLEEPING ROOM SHALL
HAVE ONE EMERGENCY ESCAPE WNDOW OR DOOR
NTH A SILL HEIGHT OF NOT MORE THAN 44" ABOVE FLOOR AND
SHALLBE NOT LESS THAN 5.7 SO. FT. Of OPENABLE AREA.
NET CLEAR OPENABLE WDTH OF 20" AND HEIGHT OF 24" MINIMUM.
SMOKE DETECTORS REQUIRED ON EACH
STORY AND IN BASEMENT, LOCATED IN LACE
SLEEPING ROOM AND AT A POINT CENTRALLN
LOCATED IN THE AREA ACCESSING
EACH SLEEPING ROOM AND SHALL BE
RUMCONNECTED.
LUMBER MUST BE REDWOOD, CEDAR
OR TREATED
CONCRETE FTG,
SEE PLAN FOR 51ZE d REINF
FF
•MIL ! i CHLORIDE OR
. Mt O
• i r : LAPPEDAND SEALED
JWMODS MUST BE APPROVED BY
.!: BUMDING
TO APPLICATIOX
VAPOR RETARDER REQUIRED BETWEEN
CONCRETE FLOOR/SLAB AND
SUBGRADE-GARAGES EXCLUDED
APPROVED FOUNDATION DRAINAGE
SYSTE1Vd RF (R405.1)
•� iJ '� I {,r
•
ALL WATER FROM FOUNDATION DRAINS OR
SUMPS MUST BE PUMPED OR DRAINED
�
DIRECTLY TO THE EXTERIOR THROUGH
RIGID PLASTIC OR STEEL PIPING- NO
SUMP WATER IS ALLOWED TO BE
PUMPED INTO FLOOR DRAINS, SINKS OR
ANY OTHER ACCESS TO SANITARY SEWER.
O
m CRAWL SPACES. INSULATE AND
VENTILATE 11150 OF UNDER FLOOR
AREA. PROVIDE A MINIMUM 18" x 2e,
ACCESS.
'SOLID BLOCKING OR DIAGONAL BRACING
_ REQUIRED AT ANCHOR BOLT LOCATIONS IN
THE FIRST 3 JOIST OR TRUSS SPACES ON
PARALLEL FOUNDATION WALLS,
0
i-
PROVIDE COMPLETE
FOUNDATION UNDER STEPS
MOISTURE BARRIER REQUIRED
OVER INSIDE OF FOUNDATION
WALL, BEFORE FRAMING AND
INSULATION IS INSTALLED.
SUMP COVER MUST BE SOLID
MATERIAL AND SECURED.
PROVIDE CAP BLOCK, FULL WIDTH SILL PLATE
OR FILL TOP COURSE SOLID.1/2" ANCHOR
BOLTS REQUIRED MIN. 7" EMBEDDED IN
MASONRY. MIN. 60/C AND 2 PER PIECE.
Mintz's
MAXWJM 017
LATE RIM ALL SILL PLATES MUST
INSU BE OF REDWOOD -CEDAR
301ST AREA OR TREATED LUMBER.
�lI
-Ulf; IMA --i.
Fj OOST FOOTING
421 DEEP MIMUM
CONCRETE -ENCASED ELECTRODE
, MAY BE REQUIRED
PROVIDE CONNECTION LOCATION
P01NT
FOR ELECTRICAL
CONCRETE -ENCASED ELECTRODE
PROVIDE CLEARANCE TO
COMBUSTIBLES PER MECH.
CODE FOR ALL VENTS(CHIMNEYS
CONVEYING COMBUSTION
PRODUCTS.
'Aitll uanu,w k7dtts & lI�
w,ih AbuI � 2-l-tl �
:outside Combustion
As ',bFumice Area orThe
piewrn Air Duct.
MID L�Ab ocpvqL=SrU �� i $?f1 (Rakdon RedLletiOn SYSte {)
per MNRC 1322.2103, Ssction 103.6
I Iv1N �C-u rIvL):;)L_
5CALE: %4" = 1'-0"
RIDGE VENT
.ASPHALT 5HINGLE5
OVER 15a FELT
OVER 15/52" 055 /
PGF_FU/ IAIFFRFn/PRFMAAII IF i
L,UNuRC I G r I V,
SEE PLAN FOR 51ZE 8 REINF
V '0
Z o
N v
v(�
4O 2'�
Q
� 12
L
O �rf t
'O J
J
W D
NU
Ln E
w
a
l W
O
WIL
w
J
R
/
I
/
/
/
I
I MAIN FLOOR PLAN
4 50ALE: %" = 1'-0"
MAIN LEVEL FINI5HED SWARE FEET : 1,060 sq Ft
GARAGE 5WARE FEET = 846 sq ft
_
fkJ-1-e CWV�AY4-h6n
w,lh 4�baf
SMOKE DETECTORS REQUMED ON EACH
STORY AND IN BASEMENT, LOCATED IN gACH
SLEEPING ROOM AND AT A POINT Y
I LOCATED IN THE AREA ACCESSING
EACH SLEEPING ROOM AND SHALL BE
INTERCONNECTED.
CAULKING AND FLASHING
AT ALL EXTERIOR OPENINGS
I
EXTERIOR STAIRWAYS SFlALL BE
PROVIDED WITH Aii ARTIFICIAL,
LIGHT SOURCE IN 1I12 Da4EDIATE
VICINITY OF TEM TOP
LANDING OF TIC STAIRWAY
EXHAUST FANS MUST BE
VENTED TO OUTSIDE AIR.
INSULATE DUCT IN
UNHEATED SPACES,
AA TERIOR STAIRWAYS SHALL BE
PROVIDED VaTH AN ARTIFICIAL
LIGHT SOURCE IN TI°IE RIBODIATE CO = Carbon Monoxide Detector/Alarm
VICINITY OF &4A
LANDING OF THE STAIRWAY �= Exhaust Fan
I SD =Smoke Detector/Alarm
STAIRS: MAXIMUM RISE 7�/4",
MINIMUM RUN 10". HANDRAIL REQUIRED
I TIC I I WZP • NRM An S SHALLNOT GUARD RAILING
I
rM yj yUMIN. HEIGHT
��:D 4" MAX, SPACING
I 4 RISERS OR MORE IN RESIDENTIAL STAIRS
REQUIRES A HANDRAIL. HANDRAILS SHALL BE EVERY STAIRWAY SHALL HAVE A
PLACED 34 INCHES MINIMUM OR 38 INCHES HEADROOM CLEARANCE OF NOT LESS
MAXIMUM � HEIGHT ABOVE T HFE ISO SING OF THE THAN 6 FEET 8 INCHES.
TREADS AND SHALL BE COIN'Tii`y 'OUS THE FULL
LENGTH OF THE STAIRIS WITH EACH END
RE T U R N E D TO THE V ALL.
UM
zO^
N
N y
� N �
Now
p N
z Ln
J
3^ w N
�^ U Y
Ln >_
°> o
L
U
O
F--------- — — — — — —
I
I
ED&E OF WALL
/ BELOW
I
I
I
0
"v
I
I
1
I
I
I
I �ED&E OF WALL
BELOW
UPPER FLOOR PLAN
%a"
A5 SCALE: = 1'-0"
UPPER LEVEL FINISHED SQUARE FEET = 1532 eq It
5/1.2
PITCH
r
e- PITCH
I
I
--------- --
Provide
22" x 300
Attic Access
i
x I x
1 m
� I Q
1
I
i
I
i
EXHAUST FANS MUST BE
VENTED TO OUTSIDE AIR.
INSULATE DUCT IN
UNHEATED SPACES.
E ENTS AND EMY GLEEPINO R
HAVE ONE EMERGENCY ESCAPE WINDOW OR R
WITH A SILL HEIGHT OF NOT MORE THAN 44" ABOVE FLOOR AND
SHALL BE NOT LESS THAN 5.7 SQ. FT. OF OPENABLE AREA.
NET CLEAR OPENABLE WIDTH OF 20" AND HEIGHT OF 24" MINIMUM.
Carbon Monoxide Detectors
are required within 10 feet
of each room lawfully used
for sleeping purposes
CAULKING AND FLASHING
AT ALL EXTERIOR OPENINGS
I
I
I
I
I
I
I
6" I
I
I
I
I
I
I
I
- -I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SMOKE DETECTORS REQUIRED ON EACH
STORY AND IN BASEMENT, LOCATED IN EACH
SLEEPING ROOM AND AT A POLNT CENTRALLY
LOCATED IN THE AREA ACCESSING
EACH SLEEPLI`IG ROOME
�AND SHALL B
IN 11sRCOliNEC11'+1J.
CO = Carbon Monoxide Detector/Alarm
O= Exhaust Fan
SD = Smoke Detector/Alarm
ail v���rk�l l�ea�s lc�
--------- —F--------------------------- ]!
I
5 112
PITCH
I PITCH PITCH I
PITCH 2 ROOF PLAN
A5 5CALE: %e" = 1'-0"
1
R I
I1❑
I
1
PITCHED ROOF
A5 REQ'D
I
CHIMNEY
I
I
8/12 _ I
PITCH i
8/12 8/12 _
r -o PITCH PITCH
L -0 —1.
rmi
LJ
Im
O E
x
N
�p
N
X "S
�WP Q
f IL 0 .'
� L
LW O L
J
W
NUS
Ln E
C
J
LU
Q
Ll-
Ll- W
O
/
/
/
/
/
/
/ 1 _
/ SO' REAR SETBACK FROM OHM
10'-0' SIDE BLD6 SETBACK
SIDE BLDG SETBACK
°ro• PROPOSED
DOUSE
EXIST'G DETACHED
6ARAGE / FT I I
ADJACENT
OUS E , MIST'S DECK
PROPOSED
EXISTISA)TILITY POI
TO BE RELOCATED
LOT SQUARE FEET :12'183A5 sq Ft
30% OF LOT ■ 3834.910 sq Ft
PROPOSED HOUSE i 6ARASE SQUARE FEET =2064 sq It
COVERED STOOP ■ 128 sq Ft
TOTAL HOUSE SQUARE FEET (INCLJJDIN& COVERED STOOP)C 2212 sq it
SIDEWALK ■ 20g57 sq Ft
DRIVEWAY ■ 850.03 sq Ft
FROP05ED 51 TE PLAN
SCALE: Is" : 1'-0"
I
m � I
7FRMTACK AVERAGE
BETMEEN TWO ADJAGE T
BUILDINGS) � I
I
I
I
I
I
_ I
I
I
ADJAGENT
GARAGE
IT
UM
z
0
u
N d
xrk
ZO p
'O
E
teC�tl
C" L
N
0 1A L
1.re.4
%0 J
■�
W
N u
sae
Ln E
00
O�
J
U
O di
TOTAL IWERVIOIUS SQUARE FOOTAGE ■ SrIhO sq It
/:.