HomeMy WebLinkAboutLA174125 17940 Evening Lane Permit PackCANNOT HOOK TO CITY SEWER/WATER
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
Concept Approval ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
10/01/2019dmathews
Secure door closed until deck is
constructed with a separate permit.
4' WSP4' WSP4' WSP
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
4' WSP 4' WSP 4' WSP 3' WSP
4' WSP
4' WSP
4' WSP
4' WSP 4' WSP
4' WSP
4' WSP
4' WSP
4' WSP
4' WSP
PFHPFH
4' WSP2.25' WSP
4'
CS-WSP
4'
CS-WSP
2.75'
CS-WSP
4'
CS-WSP
2.33'
CS-WSP
3' WSP 8' LIB
8' LIB
8' LIB
4' WSP 4' WSP
2.75' WSP
8' LIB
8' LIB
-Min. 15" clearance to any
obstruction from center of
W.C., 24" in front(typ).
BASEMENT BEAMS
F.T.
B9 (2 -ply)
H1 (2 -ply)H1 (2 -ply)
PSPSPSPSPS PSPSPSPS
PSPS
PS
PSPSPSPS
PS PS
PSPSPSPS
PS
BASEMENT BEAMS
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
H1 LP-LSL 1.55E 1.75 9.5 2 2 4 6-0-0
B9 LP-LVL
2900Fb-2.0E
1.75 11.875 1 2 2 20-0-0
Legend
PS Point Load Support
Load from Above
2x6 PLATE
Wall Opening
LP-LSL 1.55E 1.75 X 9.5
(Dropped)
LP-LVL 2900Fb-2.0E 1.75 X
11.875 (Dropped)
1.75 X 18
BASEMENT
BEAMS
This drawing is a general
interpretation of the construction
drawings for this project and assumes
the adequacy of the supporting
structure. It is intended only as a
general guide for the engineered
wood products placement. All
Dimensions, quantities and details
must be carefully checked, verified by
comparison to the actual field
conditions and are the responsibility
of the client, architect/engineer and
builder. Engineered floor system does
not account for roof loading unless
noted otherwise.
Important Notes
Review Manufacturers' installation guide for additional structural
details where necessary.
Do Not cut or notch top or bottom floanges of joists to provide
clearance for plumbing fixtures. Offset and/or install additional
joists to provide clearance.
All dimensional stock "Dropped headers" by others
All Steel beams, angles and columns by others
,
Version 18.80.245 Powered by iStructThis layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
9.5 KIPS
9.5 KIPS
DN
NOTE: ALIGN JOISTS TO ALLOW FOR PLUMBING AND MECHANICAL INSTALLATION
START JOIST RUN
UPPER FLOOR: 11-7/8" LP20-PLUS 19.2" O.C.
I-JOIST BLOCKING
7 J3 @ 19.2"6 J1 @ 19.2"
9 J4 @ 19.2"13 J2 @ 19.2"
B3 (2 -ply)
B7 (3 -ply)
B6 (2 -ply)
H5 (2 -ply)
H3 (2 -ply)
H2 (2 -ply)
H1 (2 -ply)
H10 (3 -ply)
H9 (3 -ply)
H4 (3 -ply)
R1
R1
R1
R1
R1
9 x H3 (IUS2.56/11.88 (Min))
7 X H3H1
11 x H3 (IUS2.56/11.88 (Min))
UPPER FLOOR
I Joist
Label Description Width Depth Qty Plies Pcs Length
J4 LPI 20Plus 2.5 11.875 9 34-0-0
J3 LPI 20Plus 2.5 11.875 7 20-0-0
J2 LPI 20Plus 2.5 11.875 13 16-0-0
J1 LPI 20Plus 2.5 11.875 7 14-0-0
Blocking
Label Description Width Depth Qty Plies Pcs Length
BLK1 LPI 20 Plus 2.5 11.875 LinFt Varies 10-0-0
Rim Board
Label Description Width Depth Qty Plies Pcs Length
R1 LP APA Rated
OSB 1.125 X
11.875
1.125 11.875 10 12
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B3 LP-LSL 1.55E 1.75 7.25 1 2 2 22-0-0
H3 LP-LSL 1.55E 1.75 9.5 1 2 2 10-0-0
H2 LP-LSL 1.55E 1.75 9.5 1 2 2 8-0-0
H1 LP-LSL 1.55E 1.75 9.5 1 2 2 6-0-0
B6 LP-LSL 1.55E 1.75 11.875 1 2 2 20-0-0
B5 LP-LSL 1.55E 1.75 11.875 1 2 2 16-0-0
B4 LP-LSL 1.55E 1.75 11.875 1 8-0-0
B7 LP-LVL
2900Fb-2.0E
1.75 14 1 3 3 14-0-0
H4 LP-LVL
2900Fb-2.0E
1.75 16 1 3 3 18-0-0
Hanger
Beam/Girder Supported
Member
Label Pcs Description Skew Slope fasteners fasteners
H1 1 HU11 (Min)22 16d 6 10dx1 1/2
H2 1 HHGU5.50-
SDS
44 SDS 1/4x2
1/2
28 SDS 1/4x2
1/2
H3 27 IUS2.56/11.88
(Min)
10 10d
Lumber
Label Description Width Depth Qty Plies Pcs Length
H10 S-P-F #2 1.5 9.25 1 3 3 11-0-0
H9 S-P-F #2 1.5 9.25 1 3 3 7-0-0
H5 S-P-F #2 1.5 9.25 4 2 8 4-0-0
Legend
PS Point Load Support
Load from Above
2x6 PLATE
Wall Opening
LP APA Rated OSB 1.125 X
11.875
LPI 20Plus 11.875
LP-LSL 1.55E 1.75 X 7.25
LP-LSL 1.55E 1.75 X 9.5
(Dropped)
LP-LSL 1.55E 1.75 X 11.875
LP-LVL 2900Fb-2.0E 1.75 X 14
LP-LVL 2900Fb-2.0E 1.75 X 16
(Dropped)
S-P-F #2 1.5 X 9.25 (Dropped)
1.75 X 11.875
UPPER FLOOR
Design
Method
ASD
Building CodeIBC/IRC 2015
Floor
Loads
Live 40
Dead 15
Deflection Joist
LL Span L/480
TL Span L/240
This drawing is a general
interpretation of the construction
drawings for this project and assumes
the adequacy of the supporting
structure. It is intended only as a
general guide for the engineered
wood products placement. All
Dimensions, quantities and details
must be carefully checked, verified by
comparison to the actual field
conditions and are the responsibility
of the client, architect/engineer and
builder. Engineered floor system does
not account for roof loading unless
noted otherwise.
Important Notes
Review Manufacturers' installation guide for additional structural
details where necessary.
Do Not cut or notch top or bottom floanges of joists to provide
clearance for plumbing fixtures. Offset and/or install additional
joists to provide clearance.
All dimensional stock "Dropped headers" by others
All Steel beams, angles and columns by others
,
Version 18.80.245 Powered by iStructThis layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
UPPER FLOOR HEADERS
G.T.
H6 (2 -ply)
H5 (2 -ply)
H3 (2 -ply)
H9 (3 -ply)
H8 (3 -ply)
2ND FLOOR HEADERS
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
H3 LP-LSL 1.55E 1.75 9.5 1 2 2 10-0-0
Lumber
Label Description Width Depth Qty Plies Pcs Length
H9 S-P-F #2 1.5 9.25 1 3 3 7-0-0
H6 S-P-F #2 1.5 9.25 1 2 2 7-0-0
H8 S-P-F #2 1.5 9.25 1 3 3 6-0-0
H5 S-P-F #2 1.5 9.25 1 2 2 4-0-0
Legend
PS Point Load Support
Load from Above
2x6 PLATE
Wall Opening
LP-LSL 1.55E 1.75 X 9.5
(Dropped)
S-P-F #2 1.5 X 9.25 (Dropped)
1.75 X 11.875
2ND FLOOR
HEADERS
This drawing is a general
interpretation of the construction
drawings for this project and assumes
the adequacy of the supporting
structure. It is intended only as a
general guide for the engineered
wood products placement. All
Dimensions, quantities and details
must be carefully checked, verified by
comparison to the actual field
conditions and are the responsibility
of the client, architect/engineer and
builder. Engineered floor system does
not account for roof loading unless
noted otherwise.
Important Notes
Review Manufacturers' installation guide for additional structural
details where necessary.
Do Not cut or notch top or bottom floanges of joists to provide
clearance for plumbing fixtures. Offset and/or install additional
joists to provide clearance.
All dimensional stock "Dropped headers" by others
All Steel beams, angles and columns by others
,
Version 18.80.245 Powered by iStructThis layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
Date Certificate Post
x Passive (No Fan )
Active (With fan and monometer
or other system monitoring
device )
Location (or future location) of Fan:
Other Please Describe Here
x
R-15 x
x
R-20 x x
R-20 x x
19+5 x x
R-49 x
R-49 x
R-38 x
R-38+5 x x
Not applicable, all ducts located in conditioned space
X
x Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:66,000 Capacity in
Gallons:Other, describe:
AFUE or
HSPF%95%
Cfm's
" round duct OR
" metal duct
Not required per mech. code
X Passive
x Low: Other, describe:
Low:
Location of fan(s), describe: Cfm's
6 " Flex
" metal duct
City
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.
New Construction Energy Code Compliance Certificate
Natural Gas
Domestic Water
Heater Heating System
Rating or Size
Appliances
R10 Rigid Exterior, R10 Int closed cell
R10 Rigid Exterior, R10 Int closed cell
Wall
Ceiling, vaulted
Ceiling, flat
Lennox
Heating or Cooling Ducts Outside Conditioned Spaces
Electric
Rim Joist (2nd Floor+)
Bay Windows or cantilevered areas
Perimeter of Slab on Grade
Foundation Wall
Below Entire Slab Fiberglass, BattsBrandl Anderson Homes BC604388
Mailing Address of the Dwelling or Dwelling Unit
Name of Residential Contractor
17940 Evening Lane
MN License Number
Lakeville
Foam Open CellType: Check All That Apply
Foam, Closed CellTHERMAL ENVELOPE RADON CONTROL SYSTEM
Total R-Value of all Types of Insulation Insulation Location
Rim Joist (1st Floor)
R-5 where required
Floors over unconditioned area
Describe other insulated areas
Attic
Fiberglass, BlownNon or Not ApplicableRigid, IsocynurateRigid, Extruded PolystyreneMineral FiberboardR5 Exterior, R19 Batts
Cooling System
Make-up Air Select a Type
R-value R-80.30
MECHANICAL SYSTEMS
Duct system air tightness:
Windows & Doors
0.30 Average U-Factor (excludes skylights and one door ) U:
Building envelope air tightness:
50
13ACXN018
Heating Gain
11117
Output
in Tons:1.5
Location of duct or system:13
Cooling Load
14,856
SEER
/EER
Manufacturer
Model
Residential Load Calculation
Natural Gas Fuel Type
Solar Heat Gain Coefficient (SHGC):
Lennox
ML195UH045XP
Heating Loss
38745
Efficiency
Location of duct or system:
Balanced Ventilation capacity in cfms:
Total ventilation (intermittent + continuous) rate in cfms:
MECHANICAL VENTILATION SYSTEM
Combustion Air Select a Type
High:
Capacity continuous ventilation rate in cfms:
High: 19282Heat Recover Ventilator (HRV) Capacity in cfms:
Select Type
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
Energy Recover Ventilator (ERV) Capacity in cfms:
000000Builders Associaton of Minnesota version 101014
40,000
X
X
40,000
40,000
3000
3000
3000
40,000
40,000 13.33
13.33
1936
1936 .64
.64 .36
.36 4.8
2.5
375
375
NR
3154
473
473
240
160
80
09/19/19 X
KP
9/4/19
1
Mathews, David
From:Matt Olson <molson@brandlanderson.com>
Sent:Wednesday, September 4, 2019 12:56 PM
To:Lori McDonough; Amanda Wheeler
Subject:FW: Brandl/Anderson Lot Permit Transfers
Attachments:MPCA_L1B1_Knob Hill.pdf; MPCA_L4B1_Knob Hill.pdf; MPCA_L3B1_Knob Hill.pdf;
MPCA_L7B2_Knob Hill.pdf
Follow Up Flag:Follow up
Flag Status:Flagged
The attached MPCA permits are signed.
Thanks,
Matt
From: Amy Skillestad <amy@kjwalk.com>
Sent: Wednesday, September 4, 2019 12:15 PM
To: MN_MPCA_CSW <csw.pca@state.mn.us>
Cc: Matt Olson <molson@brandlanderson.com>
Subject: Brandl/Anderson Lot Permit Transfers
Lot 1 Block 1 Knob Hill
Lot 3 Block 1 Knob Hill
Lot 4 Block 1 Knob Hill
Lot 7 Block 2 Knob Hill