HomeMy WebLinkAbout323_Logan_JG_v6 (4) ---------- -------
309 Lo an Pkw 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,TPO ROOFING,
MISSISSIPPI RIVER — �o CEMENTITIOUS LAP SIDING FRIDLEY, MN 55432
N e- — WATERSHED DISTRICT : COON CREEK WSD
I I I m 1� — — — ESTIMATED ACRES . 0.55
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OVERHEAD
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Site Plan - Proposed
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323 Logan Pkwy NE
/ 323 LOGAN - NEW GARAGE C)
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Project number 323 Logan N
— _ Date 5/14/2023 01
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Drawn by Author N
Guenther 200 Logan Pkwy NE 323 Logan Pkwy Checked by Checker Scale As indicated v
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3' 11" 16'-2" 3'-11"
EQ EQ
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1 GARAGE FLOOR PLAN
GARAGE FLOOR PLAN
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Project number 323 Logan N
Date 5/14/2023 02 N
Drawn by Author o
Guenther 323 Logan P kwy Checked by Checker Scale 1/4"= 1'-0" v
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1X12 HARDIE
TRIM FASCIA
8"HARD I E 1 X6 CEDAR
LAP SIDING TRIM
SIDING o
CORNER TRIM
16'-0"
4 North Elevation 1 South Elevation
03 1/4"=1'-011 p3 1/4"=1'-0"
1 1/4" o
2'-p„
2'-0"
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WALKWAY/PATIO
3680
77
2 West Elevation 3 East Elevation
03 1/4"=1'0" p3 1/4"=1'-0" GARAGE ELEVATIONS
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Project number 323 Logan N
Date 5/14/2023 03 N
Drawn by Author
Guenther 323 Logan P kwy Checked by Checker Scale 1/4"= 1'-0" v
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-60 MIL TPO ADHERED MEMBRANE
-1/2"COVERBOARD UNDERLAYMENT
-3/4"CDX SHEATHING W/H-CLIPS
0 1 1/4"
11 7/8"1 JOIST @ 24"O.C.
HARDIE 1x12"FASCIA
x X HARDIE SOFFIT BOARD
X X X X X X X x
DRIP EDGE FLASHING @ ALL SIDES
x
X X
(D
(2)2x4 TOP PLATE
(1)BEVELED 2X4AS SEAT
FOR TJI ROOF JOISTS
2'-0" 2'-0"
2'-0" 1
04
0
CEMENTITIOUS LAP SIDING
• . °O BUILDING WRAP
I 1/2 CDX SHEATHING
• 2X4 STUDS @ 16"O.C.
C?
` •zo 2x4 PRESSURE TREATED SILL PLATE
M
-SILL SEALER
/ / ' • 1/2"ANCHORS<12"FROM CORNERS
°O I°O @ 60"O.C.MAX
�J • • 6"CMU/GROUT FILLED
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GARAGE FLOOR FFE
100, - 0"
rL�
— _ 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'-011 04 1/2"= 1'-0"
GARAGE SECTION
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Project number 323 Logan N
Date 5/14/2023 04 co
N
Drawn by Author N
Guenther 323 Logan P kwy Checked by Checker Scale As indicated v
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°
°
8"WIDE REINFORCED ADHESIVE
MEMBRANE °
°
METAL DRIP EDGE 2x12 BLOCKING
W/HEMMED EDGE
° °
GALVANIZED SHANK ROOFING NAILS °
60 MIL TPO ADHERED MEMBRANE ° 2x4 ONE SIDE TYP.
TURNED DOWN AT EDGE (2)ROWS 8d NAILS @ 8"ON CENTER
- o
° BEVELED 2x4 BLOCK
- o
o °
METAL FASCIA CLEAT ° -TJI JOIST NAILING
(1 3/4"MIN BEARING)
1 1 x1 2 HARD IE FASCIA -(1)8d X 21/2"N EACH SIDE
i �Q+
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% 2 TPO EDGE FLASHING DETAIL 1 TJI BLOCKING DETAIL
05 /' NOT TO SCALE 05 NOT TO SCALE
DETAILS
Project number 323 Logan N
Date 5/14/2023 05 co
N
Drawn by Author
Guenther 323 Logan P kwy Checked by Checker Scale 1"= 1'-0" v
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