HomeMy WebLinkAboutLA188997 Revised PlanA1
A New Storage Shed For:
JEFF KRENTZ
16063 HARVRAD DRIVE
CODE REVIEW
11-18-9/D AREA 10% OF LOT = 2,037 S.F. OR 1,500 S.F. (WHICHEVER IS LESS) 600 S.F. OK
11-18-9/1 HEIGHT 15 FEET 13'-10"OK
11-18-7/C3a SETBACK 10 FEET FROM ANY STRUCTURE ON THE SAME LOT 27'-0"OK
11-18-7/C3c SETBACK 10 FEET FROM SIDE PROPERTY LINES 11'-0"OK
DESIGN LOADS
FLOORS LIVE LOAD:50 PSF
DEAD LOAD:15 PSF
ROOF:SNOW LOAD 35 PSF
DEAD LOAD 10 PSF
FOOTING DEPTH:(-)42" BELOW GRADE
WIND LOAD:115 MPH; RISK CATEGORY II EXPOSURE C
SEISMIC LOAD DESIGN CATEGORY A (WIND CONTROLS LATERAL LOADS)
SOIL LOAD ASSUMED SOIL BEARING 2000 PSI
INDEX
A1 SITE PLAN AND CODE REVIEW
A2 FLOOR PLAN AND FOUNDATION PLAN
A3 EXTERIOR ELEVATIONS
A4 BUILDING SECTION
UTILITY EASEMENT30'-0"NEW
BUILDING
600 S.F.
EXISTING
HOUSE
1,820 S.F.
PATIO 593 S.F.
DRIVEWAY,
SIDEWALK,
STOOP
1,196 S.F.
11.00
27.0020'-0"11.005
10
10
10
10
N 00 57' 26" E170.00N 330 32' 50" E68.84N 00 57' 26" E129.26S 890 59' 03" E 120.00
N 890 50' 03" W
27.41
N 330 31' 50" W
L=5
8
.
5
2
LOT 2
BLOCK 3
ACRES 0.468
SQUARE FEET 20,369.035
STORM SEWER
SITE PLAN
SCALE: 1" = 20'-0"
16063 HARVARD DRIVE
SLOPEGRADEGRADE
0'-0"
GRADE
0'-0"
GRADE
(-) 4'-0"
ZONE RS-2
FOR REFERENCE ONLY SEE PLANS
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Job Number
Date
Revisions
of 4 sheetsA New Accessory building For:Jeff Krentz16063 Harvard Drive, Lakevilleq u a l i t y p l a n s b y :J. K r e n t zP.O. Box 2383Inver Grove Heights, MN 55076PHONE: (651) 455-6330WEB: www.jkrentz.comBO #00287003-12-21
06-21-21
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2020
MN Bldg
Code
06/22/2021dmathews
Updated plans 6/22/21
2'-8"8'-0"12'-0"
SIMPSON LS210
HANGERS ALL
STRINGERS
2 X 6 TREATED
FLOOR SCREWED TREATED GROUND
CONTACT 2 X 10
STRINGERS
RAMP DETAIL
SCALE: 1/2" = 1'-0"1 2'-8"2'-8"29'-8 1/2"19'-8 1/2"FOUNDATION PLAN
SCALE: = 1'-0"
10'-0"9'-8 1/2"10'-0"
30'-0"TREATED 2 X 10JOISTS @ 16" O.C.9'-10 1/4"9'-10 1/4"TREATED 2 X 10JOISTS @ 16" O.C.3.5" X 10.5" 1.9E
TREATED
GLULAM BEAM
3.5" X 10.5" 1.9E
TREATED
GLULAM BEAM
3.5" X 10.5" 1.9E
TREATED
GLULAM BEAM
12" DIAMETER
CONCRETE PIERS ON
28" DIAMETER FOOTING
12" DIAMETER
CONCRETE PIERS
ON 36" DIAMETER
BELL FOOTINGS
12" DIAMETER
CONCRETE PIERS
ON 36" DIAMETER
BELL FOOTINGS
4236-2W4236-2W
2 X 4 X 9'-0" FRAMED
WALLS TYPICAL
ENGINEERED TRUSSES@ 24" O.C.NOTE:
SEPARATE ROOF TRUSS DRAWINGS TO BE
PROVIDED AT TIME OF FRAMING INSPECTION
30'-0"20'-0"15'-0"15'-0"
(2) 2 X 10
HEADER (2) 2 X 10HEADERRAMP see 1/A2
A2
36 36(2) 2 X 10
HEADER
(2) 2 X 10
HEADER
30
FLOOR PLAN
SCALE: = 1'-0"3'-0"10'-6"6'-6"4'-8"7'-0"11'-10"6'-6"
STOOP RAILING
REQUIRED AT 30"
AND HIGHER
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Date
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of 4 sheetsA New Accessory building For:Jeff Krentz16063 Harvard Drive, Lakevilleq u a l i t y p l a n s b y :J. K r e n t zP.O. Box 2383Inver Grove Heights, MN 55076PHONE: (651) 455-6330WEB: www.jkrentz.comBO #00287003-12-21
06-21-21
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
EAST ELEVATION
SCALE: 1/4" = 1'-0"
WEST ELEVATION
SCALE: 1/4" = 1'-0"
ARCHITECTURAL ASPHALT
SHINGLES TO MATCH HOUSE
ALUMINUM
FASCIA & SOFFIT
CERTAINTEED MONOGRAM
DOUBLE 4 SIDING. COLOR
TO MATCH HOUSE
6 " PVC TRIM
4" PVC TRIM
1'-0"1'-0"
FINISH FLOOR
TREATED RAMP
1'-4"1'-4"
A3
GRADE
TREATED RAMP
VERIFY STEPS
WITH GRADE
RAILING REQUIRED
@ 30" OR HIGHER
ARCHITECTURAL ASPHALT
SHINGLES TO MATCH HOUSE
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of 4 sheetsA New Accessory building For:Jeff Krentz16063 Harvard Drive, Lakevilleq u a l i t y p l a n s b y :J. K r e n t zP.O. Box 2383Inver Grove Heights, MN 55076PHONE: (651) 455-6330WEB: www.jkrentz.comBO #00287003-12-21
06-21-21
NOTE:
ROOF TRUSS PLANS TO BE PROVIDED
DURING FRAMING INSPECTION
7/16" APA SHEATHING
RIDGE VENT
OPTIONAL INSULATION W/ VAPOR
BARRIER AND VENT CHUTES
ROOF TRUSSES @ 24" O.C.
ALUMINUM
SOFFIT & FASCIA
TYPAR HOUSE WRAP
7/16" APA WALL
SHEATHING
2 X 4 WALL FRAMING
OPTIONAL INSULATION
& VAPOR BARRIER
GYP. BD. CEILING
3/4" TONGUE & GROOVE
APA PLYWOOD ON 1/2"
TREATED PLYWOOD
TREATED 2 X 10 JOISTS
TREATED BEAMS (SEE A2)
SIMPSON LUS210 JOIST HANGERS
SIMPSON BEAM TO CONCRETE PIER
CONNECTORS CCQM3.62-SDSHDG
TYPICAL ALL BUILDING PIERS
SIMPSON H1 TRUSS
TO WALL CONNECTORS
VENTED SOFFITS
Bottom Of FTG
(-) 3'-6"
Grade
0'-0"
Top Of Pier
1'-4"
Top Of Floor
2'-4"
Top Of Wall
10'-8"
Top Of Roof
17'-5"
12
7
BUILDING SECTION
SCALE: 1/2" = 1'-0"1
SEE A2 FOR PIER/FOOTING
SIZES AND LOCATIONS14'-6 3/8"BUILDING HEIGHTMEAN ROOF HEIGHT (City Of Lakeville 11-17-7)
PLYWOOD
A4
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Job Number
Date
Revisions
of 4 sheetsA New Accessory building For:Jeff Krentz16063 Harvard Drive, Lakevilleq u a l i t y p l a n s b y :J. K r e n t zP.O. Box 2383Inver Grove Heights, MN 55076PHONE: (651) 455-6330WEB: www.jkrentz.comBO #00287003-12-21
06-21-21