HomeMy WebLinkAboutLA173881 7894 204th St W Permit PackRESIDENTIAL 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
09/24/2019dmathews
Secure door closed until deck is
constructed with a separate permit.
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
CS-WSP
4' WSP4' WSP4' WSP
CS-WSP
Loads exceed 10,000 lbs,
remove standard top plates
at bearing due to crushing.
4' WSP
4' WSP
4' WSP
4' WSP
3.25'
CS-WSP
3.50'
CS-WSP
PFH PFH
4' WSP
4' WSP
4' WSP
4' WSP
4' WSP
4' WSP4' WSP4' WSP4' WSP
Verify loads with girder
truss specs, may require
removal of top plates at
bearing due to crushing.
-Min. 15" clearance to anyobstruction from center of
W.C., 24" in front(typ).
8' LIB
8' LIB
2.25' WSP 2.25' WSP
2.25' WSP 2.25' WSP
8' LIB
8' LIB
3' WSP8' LIB3' WSP
BASEMENT BEAMS
F.T.
G.T.
B12 (2 -ply)
B5 (2 -ply)
H1 (2 -ply)H1 (2 -ply)H5 (3 -ply)
PS
PSPSPSPS
PS PS
PS
PSPSPSPS
PSPSPSPSPSPSPSPSPSPS
PS PSPS PSPSPSPS
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
B5 LP-LSL 1.55E 1.75 11.875 1 2 2 12-0-0
H5 LP-LSL 1.55E 1.75 11.875 1 3 3 10-0-0
Lumber
Label Description Width Depth Qty Plies Pcs Length
B12 S-P-F #2 1.5 9.25 1 2 2 7-0-0
Legend
PS Point Load Support
Load from Above
2x6 PLATE
Wall Opening
LP-LSL 1.55E 1.75 X 9.5
(Dropped)
LP-LSL 1.55E 1.75 X 11.875
(Dropped)
S-P-F #2 1.5 X 9.25
4.5 X 18
BASEMENT
BEAMS
Design
Method
ASD
Building CodeIBC/IRC 2015
Floor
Loads
Live 40
Dead 15
Deflection Joist
LL Span L/480
TL Span L/240
LL Cant 2L/480
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
11-7/8" LP42 WHERE NOTED
16" O.C.
5X7 COLUMN
5X5 COLUMN
NOTE: ALIGN JOISTS TO ALLOW FOR PLUMBING AND MECHANICAL INSTALLATION
START JOIST RUN
UPPER FLOOR: 11-7/8" LP20-PLUS 19.2" O.C.
DN
I-JOIST BLOCKING
7 J5 @ 16"
3 X J4
6 J2 @ 19.2"7 J1 @ 19.2"
4 X J79 J6 @ 19.2"6 J3 @ 19.2"
B11 (3 -ply)
B8 (3 -ply)
B2 (2 -ply)
B4 (2 -ply)
B3 (2 -ply)
H9 (3 -ply)
H8 (3 -ply)
H3 (2 -ply)
H2 (2 -ply)
H7 (2 -ply)H6 (2 -ply)
H6 (2 -ply)
H4 (2 -ply)
R1
R1
R1
R1
R1
H37 X H5H2
9 x H5 (IUS3.56/11.88 (Min))
6 X H6
7 X H5
4 X H6
UPPER FLOOR
I Joist
Label Description Width Depth Qty Plies Pcs Length
J3 LPI 20Plus 2.5 11.875 6 20-0-0
J2 LPI 20Plus 2.5 11.875 6 18-0-0
J1 LPI 20Plus 2.5 11.875 7 16-0-0
J7 LPI 42Plus 3.5 11.875 4 42-0-0
J6 LPI 42Plus 3.5 11.875 9 38-0-0
J5 LPI 42Plus 3.5 11.875 7 22-0-0
J4 LPI 42Plus 3.5 11.875 3 20-0-0
Blocking
Label Description Width Depth Qty Plies Pcs Length
BLK1 LPI 20 Plus 2.5 11.875 LinFt Varies 17-0-0
Rim Board
Label Description Width Depth Qty Plies Pcs Length
R1 LP APA Rated
OSB 1.125 X
11.875
1.125 11.875 11 12
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B2 LP-LSL 1.55E 1.75 7.25 1 2 2 20-0-0
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
B13 LP-LSL 1.55E 1.75 11.875 1 2 2 24-0-0
B6 LP-LSL 1.55E 1.75 11.875 1 2 2 20-0-0
H4 LP-LSL 1.55E 1.75 11.875 1 2 2 18-0-0
B4 LP-LSL 1.55E 1.75 11.875 1 2 2 10-0-0
B3 LP-LSL 1.55E 1.75 11.875 1 2 2 8-0-0
B7 LP-LSL 1.55E 1.75 11.875 1 6-0-0
B8 LP-LVL
2900Fb-2.0E
1.75 14 1 3 3 14-0-0
B9 LP-LVL
2900Fb-2.0E
1.75 16 1 2 2 20-0-0
B10 LP-LVL
2900Fb-2.0E
1.75 18 1 3 3 20-0-0
B11 LP-LVL
2900Fb-2.0E
1.75 20 1 3 3 20-0-0
Hanger
Beam/Girder Supported
Member
Label Pcs Description Skew Slope fasteners fasteners
H1 2 HHUS410 30 16d 10 16d
H2 2 HHGU5.50-
SDS
44 SDS 1/4x2
1/2
28 SDS 1/4x2
1/2
H3 1 HGUS414 66 16d 22 16d
H5 23 IUS3.56/11.88
(Min)
12 10d
H6 10 IUS2.56/11.88
(Min)
10 10d
Lumber
Label Description Width Depth Qty Plies Pcs Length
H9 S-P-F #2 1.5 9.25 1 3 3 10-0-0
H7 S-P-F #2 1.5 9.25 1 2 2 10-0-0
H8 S-P-F #2 1.5 9.25 1 3 3 5-0-0
H6 S-P-F #2 1.5 9.25 2 2 4 4-0-0
Custom
Label Description Width Depth Qty Plies Pcs Length
5X7X9-FT
COLUMN
2
5X5X9-FT
COLUMN
1
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
LPI 42Plus 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
(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
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
SECOND FLOOR HEADERS
G.T.G.T.
H13 (3 -ply)
H2 (2 -ply)
H12 (2 -ply)
H11 (2 -ply)
H6 (2 -ply)H6 (2 -ply)H6 (2 -ply)
H10 (2 -ply)
2nd FLOOR HEADERS
LVL/LSL
Label Description Width Depth Qty Plies Pcs Leng…
H2 LP-LSL 1.55E 1.75 9.5 1 2 2 8-0-0
H10 LP-LSL 1.55E 1.75 11.875 1 2 2 10-0-0
Lumber
Label Description Width Depth Qty Plies Pcs Leng…
H12 S-P-F #2 1.5 9.25 1 2 2 7-0-0
H13 S-P-F #2 1.5 9.25 1 3 3 6-0-0
H11 S-P-F #2 1.5 9.25 2 2 4 5-0-0
H6 S-P-F #2 1.5 9.25 3 2 6 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)
LP-LSL 1.55E 1.75 X 11.875
(Dropped)
S-P-F #2 1.5 X 9.25 (Dropped)
4.5 X 11.875
2nd FLOOR
HEADERS
Design
Method
ASD
Building CodeIBC/IRC 2015
Floor
Loads
Live 40
Dead 15
Deflection Joist
LL Span L/480
TL Span L/240
LL Cant 2L/480
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
X Not applicable, all ducts located in conditioned space
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
New Construction Energy Code Compliance Certificate
Heating System
MECHANICAL SYSTEMS
R-value R-8
Duct system air tightness:
Heating or Cooling Ducts Outside Conditioned Spaces
Cooling System
Make-up Air Select a Type
Perimeter of Slab on Grade
R10 Rigid Exterior, R10 Int closed cellRigid, IsocynurateMineral FiberboardRigid, Extruded Polystyrene Total ventilation (intermittent + continuous) rate in cfms:
Capacity continuous ventilation rate in cfms:
City Mailing Address of the Dwelling or Dwelling Unit
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.
50
Location of duct or system:
Rating or Size
Efficiency
Lennox
Electric
13SEER
/EER
Output
in Tons:2.5
13ACXN030
Location of duct or system:
192
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):
Combustion Air Select a Type
Balanced Ventilation capacity in cfms:
High:
High:
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
51270 20008
Residential Load Calculation
Heating Loss
82
25,067
Building envelope air tightness:
Describe other insulated areas
Windows & Doors
MECHANICAL VENTILATION SYSTEM
Cooling LoadHeating Gain
7894 204th Street W
R-5 where required
Lakeville
Type: Check All That Apply
Insulation Location
Foundation Wall
Model
Appliances
Lennox Manufacturer
Fuel Type Natural Gas
ML195UH070
0.30 Solar Heat Gain Coefficient (SHGC):
Natural Gas
Domestic Water
Heater
Ceiling, flat
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
Average U-Factor (excludes skylights and one door ) U: 0.30 Foam, Closed CellTotal R-Value of all Types of Insulation Below Entire Slab
Rim Joist (2nd Floor+)
Rim Joist (1st Floor)
R10 Rigid Exterior, R10 Int closed cell
R5 Exterior, R19 Batts
Attic
Name of Residential Contractor MN License Number
RADON CONTROL SYSTEMTHERMAL ENVELOPE
Foam Open CellNon or Not ApplicableFiberglass, BlownBC604388Brandl Anderson Homes
Wall Fiberglass, Batts000000Builders Associaton of Minnesota version 101014
40,000
X
X
40,000
40,000
3000
3000
3000
40,000
40,000 13.33
13.33
2565
2565 .85
.85 .15
.15 1.99
1.59
NR
643
4274
641
320
455
455
180
90
09/19/19 X
KP