HomeMy WebLinkAboutLA174900 - 20583 Greenwood AveRESIDENTIAL 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:
10/10/19 X
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2015 MN Residential Code2015 MN Plumbing Code
2015 MN Fire Code2014 National Electrical Code2015 MN Energy Code2015 MN Fuel Gas Code2015 MN Mechanical Code
20583 Greenwood Avenue
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
10/24/2019shutchins
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SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.6-12-18 AERevisions:BY:File: CONTINENTALBy: MLB / AE Sheet: 1 of 6REFER TO STRUCTURAL DOCUMENTS FOR MORE DETAILSFLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSF DEAD LOAD: 10/20 PSF FLOOR LOAD ACCOUNTS FOR TILE LOADS DESIGN = L/480 BC FRAMEROTHER ELEVATIONS HR2H, PR1A, PR2G, NC2G, EC2G,CR2G, HR3S-10, CR2J, NC2J ARE SIMILAR, SEE HOUSE PLANS.Scale: 1/4" = 1' - 0"Date: 10-08-15 DWG: MAIN FLOORA PULTE HOMES MODEL by:Boise Cascade Lakeville, MN (952) 469-5900
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SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.6-12-18 AERevisions:BY:File: CONTINENTALBy: MLB / AEFLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSF DEAD LOAD: 10/20 PSF FLOOR LOAD ACCOUNTS FOR TILE LOADS DESIGN = L/480 Sheet: 2 of 6BC FRAMER Scale: 1/4" = 1' - 0"A PULTE HOMES MODEL by:Boise Cascade Lakeville, MN (952) 469-5900 DWG: SECOND FLOORDate: 10-08-15 Backer Blocks Header Single joist as trimmer allowable if structurally adequate F17-B
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Sheet: 3 of 6DWG: OPTIONSFile: CONTINENTALBy: MLB / AEDate: 10-08-15Scale: 1/4" = 1' - 0"BC FRAMERA PULTE HOMES MODEL by:Boise Cascade Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.6-12-18 AERevisions:BY:FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSF DEAD LOAD: 10/20 PSF FLOOR LOAD ACCOUNTS FOR TILE LOADS DESIGN = L/480 REFER TO STRUCTURAL DOCUMENTS FOR MORE DETAILS
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