HomeMy WebLinkAboutLA163320 18359-399 Glassner Way Approved PlansIRC-3
Concept Approval ONLYSubject to Field Inspection
Inspector Date
2015
MN Bldg
Code
08/06/2018dmathews
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for End Unit (Front):
2.a.Stone Veneer = 28.3%
2.b.Lap Siding = 27.7%
2.c.Shake = 44%®Concept Approval ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
08/06/2018dmathews
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for Interior Unit (Front):
2.a.Stone Veneer = 26.1%
2.b.Lap Siding = 29.7%
2.c.Shake = 44.2%®
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for End Unit (Front):
2.a.Stone Veneer = 28.3%
2.b.Lap Siding = 27.7%
2.c.Shake = 44%®
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for Interior Unit (Front):
2.a.Stone Veneer = 26.1%
2.b.Lap Siding = 29.7%
2.c.Shake = 44.2%®
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
PFH
PFH 144" GB120" GB120" GB30"
CS-WSP
64"
CS-WSP
250" GB173" GB
111" WSP
48" WSP48" WSP48" WSP
45" WSPPFH
173" GB
64"
CS-WSP 30"
CS-WSP
120" GB120" GB144" GBPFH
-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).96" GB96" GB48" WSP48" WSP
48" WSP 96" GB96" GB96" GB48" WSP48" WSP
48" WSP
48" WSP
Verify loads with girder
truss specs, may require
removal of top plates at
bearing for crushing.
48" WSP
48" WSP48" WSP48" WSP48" WSP
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for End Unit (Front):
2.a.Stone Veneer = 28.3%
2.b.Lap Siding = 27.7%
2.c.Shake = 44%®Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
08/06/2018dmathews
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for Interior Unit (Front):
2.a.Stone Veneer = 26.1%
2.b.Lap Siding = 29.7%
2.c.Shake = 44.2%®
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for End Unit (Front):
2.a.Stone Veneer = 28.3%
2.b.Lap Siding = 27.7%
2.c.Shake = 44%®
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for Interior Unit (Front):
2.a.Stone Veneer = 26.1%
2.b.Lap Siding = 29.7%
2.c.Shake = 44.2%®
111" WSPPFH
PFH 144" GB96" GB121" GB64"
CS-WSP
30"
CS-WSP
154" GB96" GB125" GB 48" GB
Verify loads with girder
truss spec, may require
removal of top plates at
bearing for crushing.
48" WSP 48" WSP
96" GB96" GB96" GB96" GB96" GB48" WSP
48" WSP48" WSP48" WSP
48" WSP48" WSP
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for End Unit (Front):
2.a.Stone Veneer = 28.3%
2.b.Lap Siding = 27.7%
2.c.Shake = 44%®Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
08/06/2018dmathews
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for Interior Unit (Front):
2.a.Stone Veneer = 26.1%
2.b.Lap Siding = 29.7%
2.c.Shake = 44.2%®
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for End Unit (Front):
2.a.Stone Veneer = 28.3%
2.b.Lap Siding = 27.7%
2.c.Shake = 44%®
Avonlea Commons - Lakeville
Exterior Notes:
1.All Lap Siding, Shake and Trim to be LP engineered wood
2.Exterior material percentages for Interior Unit (Front):
2.a.Stone Veneer = 26.1%
2.b.Lap Siding = 29.7%
2.c.Shake = 44.2%®
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
176" GB176" GBPFH PFH48" WSP130" GB48" GB 144" GB144" GB27"
CS-WSP
32"
CS-WSP
32"
CS-WSP
48" WSP48" WSP48" WSP27"
CS-WSP
32"
CS-WSP
32"
CS-WSP
176" GB176" GB176" GB48" GB
PFH PFH
96" GB48" WSP 48" WSP Strap
Strap 96" GB48" WSP48" WSP
Strap
96" GB96" GB112" GB24" WSP62" WSP96" GB-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
48" WSP48" WSP48" WSP48" WSP
48" WSP48" WSP
Strap
96" GB96" GB96" GB48" WSP
Verify loads with girder
truss specs, may require
removal of top plates at
bearing for crushing.
Office Use Only
Date:07/17/18 Reviewed
Staff Initials KH
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: 18399, 18391, 18383, 18375, 18367 & 18359 Glass ner Way
Company Name: _L _e _n_n_a _r _H_o_m_e_s ___________________________ _
Primary Contact: _S_t_e _ve_P_e_tt_it _________________________ _
Phone# (24 hr Contact): 612-366-2922 Email: Ste ve.Pe ttit@Le nnar.com
Description of Land Disturbing Activity: _R_e_s_id_e_n_t_ia_l_D_e_v_e_lo_.p_m_e_nt _____________ _
NPDES Construction Stormwater Permit# C000 _____ or# SUB00 2-_ _Q_ __§__ _l_ _J_
If you are not covered under a NP DES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application.
"The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities
in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater
Permit." (NPDES Construction Stormwater Permit, MPCA)
"The permittee(s) must ensure that a trained person (as identified in Part 111.A.3.a) will routinely inspect the entire construction site at least
once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours."
(NPDES Construction Stormwater Permit, MPCA)
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: _S=t..:...:e;;..;vc..;:e;_P:........;:;.e..:...:tt.:.;:cit __________ Company: Le nnar Hom es
Phone# (24 hr Contact): 612-266-2922
Entity that Provided Training: U of Minneso ta
Email: Ste ve.Pe ttit@Le nnar.com
Certification Expiration Date: 4/26/19
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: �Q:J�-9f=-Date:_7_/1_2/_1_8 _____ _
Contact the City of Lakeville with questi�erosion@lakevillemn.gov or 952-985-4500
Version: 04/05/2018
X