HomeMy WebLinkAboutLA175081 - 20383 Greenwood Ave 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:
10/15/19 X
KP
Must provide a NPDES transfer number once assigned
Concept Approval ONLYSubject to Field Inspection
Inspector Date
2015
MN Bldg
Code
10/30/2019shutchins
Secure door closed until deck is
constructed with a separate permit.
3 PLY per spec
12
44
16
4
4
4
CS-WSP CS-WSP
4
4
8
PFHPFHPFH
8
8
22x30
ATTIC
ACCESS
22x30
ATTIC
ACCESS
338LIB
LIB
4
8
84 4LIB
LIB
LIB
8
8
BASEMENT BEAMS
BBO
G.T.
F.T.
B12 (3 -ply)
PS
PS
PSPSPSPSPSPSPSPS
PSPS
PS
PSPS PSPSPSPSPSPSPSPS
PS
PS
PS PS PSPS PSPS PSPS
BASEMENT BEAMS
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B12 LP-LSL 1.55E 1.75 14 1 3 3 14-0-0
Lumber
Label Description Width Depth Qty Plies Pcs Length
B15 S-P-F #2 1.5 9.25 1 5-0-0
Legend
PS Point Load Support
Load from Above
2x6 PLATE
LP-LSL 1.55E 1.75 X 14
S-P-F #2 1.5 X 9.25
5.5 X 11.875
BASEMENT
BEAMS
Design
Method
ASD
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
USE WEBSTIFFENERS EA. FACE OF JOIST
DN
R.T.
NOTE: ALIGN JOISTS TO ALLOW FOR PLUMBING AND MECHANICAL INSTALLATION
UPPER FLOOR: 11-7/8" LP20-PLUS 19.2" O.C.
I-JOIST BLOCKING I-JOIST BLOCKING
START JOIST RUN
G.T.
5 J1 @ 19.2"7 J2 @ 19.2"3 X J2
6 J4 @ 19.2"3 X J313 J3 @ 19.2"
B10 (2 -ply)B8 (2 -ply)
B5 (2 -ply)
B13 (3 -ply)
B6 (1 -ply)
H8 (2 -ply)
H6 (2 -ply)
H5 (2 -ply)
H9 (3 -ply)
H4 (2 -ply)H3 (2 -ply)
H1 (2 -ply)
PS
PS PSR1R1
R1
R1
R1
R1
9 x H3 (IUS2.56/11.88 (Min))
H5
H2
12 x H5 (HU312)
3 X H3
3 X H3
7 x H5 (HU312)
7 X H3
Second Floor
I Joist
Label Description Width Depth Qty Plies Pcs Length
J5 LPI 20Plus 2.5 11.875 2 34-0-0
J4 LPI 20Plus 2.5 11.875 6 32-0-0
J3 LPI 20Plus 2.5 11.875 16 18-0-0
J2 LPI 20Plus 2.5 11.875 11 16-0-0
J1 LPI 20Plus 2.5 11.875 6 12-0-0
B14 LPI 20Plus 2.5 11.875 1 34-0-0
Blocking
Label Description Width Depth Qty Plies Pcs Length
BLK1 LPI 20 Plus 2.5 11.875 LinFt Varies 26-0-0
Rim Board
Label Description Width Depth Qty Plies Pcs Length
R1 LP APA Rated
OSB 1.125 X
11.875
1.125 11.875 9 12
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B5 LP-LSL 1.55E 1.75 7.25 1 2 2 22-0-0
H1 LP-LSL 1.55E 1.75 9.5 1 2 2 8-0-0
B11 LP-LSL 1.55E 1.75 11.875 1 2 2 18-0-0
H4 LP-LSL 1.55E 1.75 11.875 1 2 2 18-0-0
B10 LP-LSL 1.55E 1.75 11.875 1 2 2 14-0-0
B9 LP-LSL 1.55E 1.75 11.875 1 2 2 12-0-0
H3 LP-LSL 1.55E 1.75 11.875 1 2 2 10-0-0
B8 LP-LSL 1.55E 1.75 11.875 1 2 2 6-0-0
B7 LP-LSL 1.55E 1.75 11.875 1 6-0-0
B6 LP-LSL 1.55E 1.75 11.875 1 2-0-0
B13 LP-LVL
2900Fb-2.0E
1.75 16 1 3 3 16-0-0
Hanger
Beam/Girder Supported
Member
Label Pcs Description Skew Slope fasteners fasteners
H1 1 HU11 (Min)22 16d 6 10dx1 1/2
H2 1 HGUS410 46 16d 16 16d
H3 22 IUS2.56/11.88
(Min)
10 10d
H5 20 HU312 16 16d 6 10dx1 1/2
Lumber
Label Description Width Depth Qty Plies Pcs Length
H9 S-P-F #2 1.5 9.25 1 3 3 10-0-0
H8 S-P-F #2 1.5 9.25 1 2 2 9-0-0
H6 S-P-F #2 1.5 9.25 1 2 2 6-0-0
H5 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 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
(Dropped)
LP-LSL 1.55E 1.75 X 11.875
LP-LVL 2900Fb-2.0E 1.75 X 16
S-P-F #2 1.5 X 9.25 (Dropped)
5.5 X 11.875
Second 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.
H7 (2 -ply)
H6 (2 -ply)
H5 (2 -ply)
H2 (2 -ply)
2ND FLOOR HEADERS
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
H2 LP-LSL 1.55E 1.75 9.5 1 2 2 10-0-0
Lumber
Label Description Width Depth Qty Plies Pcs Length
H7 S-P-F #2 1.5 9.25 1 2 2 8-0-0
H6 S-P-F #2 1.5 9.25 2 2 4 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)
5.5 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 Posted
X Passive (No Fan)
Active (With fan and monometer or
other system monitoring device )
X
15 X
X
20 X X
20 X X
19 + 5 X X
49 X
49 X
38 X
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:
Heat Loss:53,321
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" " round duct OR Flex
" metal duct Total ventilation (intermittent + continuous) rate in cfms:
Capacity continuous ventilation rate in cfms:
Continuous exhausting fan(s) rated capacity in cfms:
Location of duct or system:16,618
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):
Location of duct or system:
Select a Type
Energy Recover Ventilator (ERV) Capacity in cfms:
Heat Recover Ventilator (HRV) Capacity in cfms:
20,554
High:
High:
192
Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside
the building. The certificate shall be completed by the builder and shall list information and values of
components listed in Table N1101.8.
R-10 Exterior & R-5 where required Interior
Natural Gas
Domestic Water Heater
82
Wall
Ceiling, flat
Describe other insulated areas
0.30
Rheem Manufacturer
Fuel Type
Rating or Size
Structure's Calculated
Average U-Factor (excludes skylights and one door ) U:
Solar Heat Gain Coefficient (SHGC):0.30
Efficiency
Calculated
cooling load:
SEER:
Heat
Gain:
R-10 Exterior Rigid & R-10 Interior Closed Cell
Other Please Describe Here
R-5 Exterior Rigid & R-19 Batts
R-10 Exterior Rigid & R-10 Interior Closed Cell
50
Model ML193UH070XEROG50-42N RH67 P
93%
Lennox
Natural Gas
Select a Type
13 AFUE or
HSPF%
R-5 Exterior Rigid & R-38 in Cavities
Output in
Tons:
R-value R-8 in garage area
Cooling System
2
13ACXN024
Electric
Lennox
Bonus room over garage
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (Foundation)
Mailing Address of the Dwelling or Dwelling Unit
20383 Greenwood Ave.
Rim Joist (1st Floor+)
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Name of Residential Contractor MN License Number
Brandl Anderson Homes
City
Lakeville
BC604388
Bay Windows or cantilevered areas
Ceiling, vaulted
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Created by BAM version 052009
40,000
X
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40,000
40,000
3000
3000
3000
40,000
40,000 13.33
13.33
704
1216
.41 .59
.41
.59 7.9
3.2
NR
3724
559
559
200
335
335
170
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