HomeMy WebLinkAbout323_Logan_JG_v5A 309 Logan Pkwy NE ___-------
PROPOSED GARAGE-24'X 20'SLAB ON GRADE W/3 CONCRETE APRON
STICK-FRAMED WALL CONSTRUCTION PROPERTY ID 10-30-24-42-0024
RECONFIGURE EXIST BITUMINOUS DRIVEWAY FOR VEHICLE APPROACH ADDRESS : 323 LOGAN PKWY NE I
SLOPE TO — _ ROOF AND MATERIALS TO MATCH EXISTING HOUSE,ASPHALT
MISSISSIPPI RIVER — �o SHINGLES CEMENTITIOUS LAP SIDING FRIDLEY, MN 55432
N e- - WATERSHED DISTRICT : COON CREEK WSD
I I I m 1� - - - ESTIMATED ACRES . 0.55
ZONING . R-1
OVERHEAD — — --
POWER
a d.
ab d'•
GARAGE
480sf-
14
w
3p'81/2„ - z
VERIFY _ r
I I I ALKWgy FRO/VT
I I I 1020 sf'-
� 4 S4d
o
a..
1 Site Plan - Proposed
323 Logan Pkwy NE
/ 323 LOGAN - NEW GARAGE
Project number 323 Logan 0 N
_ t:
Date 6/12/2022 00
N
Drawn by Author
Guenther 323 Logan Pkwy Checked by Checker Scale As indicated
200 Logan Pkwy NE co
CO
� 4 \
03 2
04
24'-0"
v, 4, O
2
03 _ o
=; 3
�4 d 03
° (V a "
• d ° - - ,• O - Q, °
GO b
Cl) CV A p e a ° OC) O
21
� - a _ ,- � ° °�• .,_ °,dam ° m _
2' C14
ME
O
b
a °
_ IF °a
"d - °° - -Q e
Cl) _ b a
_ d -4 - _ - d`
.8 -b •
114
-
(2)1.75x14"LVL -
3'-11" 16'-2"
EQ
1
03
1 GARAGE FLOOR PLAN
GARAGE FLOOR PLAN
Project number 323 Logan 02 N
Date 6/12/2022 0 Co Drawn by Author N
Guenther 323 Logan P kwy Checked by Checker Scale 1/4"= 1'-0"
M
M
1' 6" 1' 6"
0
d d Q
16'-0"
4 North Elevation 1 South Elevation
03 1/4"=1'-011 p3 1/4"=1'-0"
1 1/4" o
2'-011
i 0
MI
� o
� v
i
i
WALKWAY/PATIO
N �
d Q' 8 n —
2 West Elevation 3 East Elevation
03 1/4"=1'-011 p3 1/411-1'o" GARAGE ELEVATIONS
Project number 323 Logan O N
Date 6/12/2022 00
co
Drawn by Author N
Guenther 323 Logan P kwy Checked by Checker Scale 1/4"= 1'-0"
Co
CO
60 MIL TPO ADHERED MEMBRANE
1 1/4" -1/2"COVERBOARD UNDERLAYMENT
-3/4"CDX SHEATHING W/H-CLIPS
x x
X X
x X I " x x
x ix
i X x X
11 7/8"1 JOIST @ 24"O.C.
HARDIE 1x12"FASCIA
HARDIE SOFFIT BOARD
2'-0" DRIP EDGE FLASHING @ ALL SIDES
(2)2x4 TOP PLATE
(1)BEVELED 2X4AS SEAT
04 FOR TJI ROOF JOISTS
0
CEMENTITIOUS LAP SIDING
• • °O BUILDING WRAP
1/2 CDX SHEATHING
• 2X4 STUDS @ 16"O.C.
C?
` bo 2x4 PRESSURE TREATED SILL PLATE
-SILL SEALER
o 1/2"ANCHORS<12"FROM CORNERS
°O I°O @ 60"O.C.MAX
�J • 6"CMU/GROUT FILLED
I I - i
GARAGE FLOOR FFE
100' - 0"
— _ o off, 4"5000 PSI CONC.SLAB W/6x6 10/10 WWM
W/INTEGRAL 12"x12"CONC FOOTING
III III III III (2)#4"REBAR CONTINUOUS AT PERMITER
1' 0" #4 DOWELS @ 48"O.C.MAX
4"GRANULAR FILL
2 GARAGE SECTION 1 WALL SECTION
04 1/4"= 1'-0" p4 1/2"= 1'-0"
GARAGE SECTION
LO
Project number 323 Logan O"T L,
Date 6/12/2022
Drawn by Author o
Guenther 323 Logan P kwy Checked by Checker Scale As indicated