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Home My WebLink AboutLA199053 - 12178 Upper 167th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov Submit to: permits@lakevillemn.gov 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: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/22N.T.S. A-0.1 BACK VIEWMark & Rachel ReeseUpper 167th St W Lakeville, MN 55044Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 01/26/2022dmathews www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/22N.T.S. A-0.0 FRONT VIEWMark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 AREA CALCULATIONS BASEMENT 1,432.92 SQFT FIRST FLOOR 1,528.66 SQFT SECOND FLOOR 1,642.54 SQFT HOUSE SUBTOTAL 4,604.12 SQFT GARAGE 860.59 SQFT TOTAL BUILDING AREA 5,464.71 SQFT PROJECT DATA NORTH ARROW www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.1 BASEMENTD-01 W-01 W-02 D-02D-03 D-04 BATH 003 MECHANICAL ROOM 004 BEDROOM 001 FAMILY ROOM 002 UP41'-0"10'-1"11'-0"27'-0"16'-0"16'-0"16'-0" 48'-0"5'-6"24'-6"11'-0"11'-7"4'-0"31'-1" 21'-1"9'-7"15'-5"4'-6"10'-2"LVL BEAM BELOW GARAGE FINISHED AREA UNFINISH AREA 2'-0"(TYP.)2'-0"(TYP.)16"(TYP.)16"(TYP.)16"(TYP.)16"(TYP.)16"(TYP.)16"(TYP.)15'-7"15'-1"14'-9"3'-0"6'-0"5'-0"2'-0"16'-0"32'-0"12'-0"21'-0" 2'-0" x 2'-0" typ.Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044BWPs Above (3)14" LVL (3)2x10 (2)18" LVL (3)11-1/4 LVL (3)11-1/4 LVL(2)14" LVL (2)14" LVL (2)2x12(2)14" LVL(2)11-1/4 LVL (2)11-1/4 LVL(2)2x10 FAN UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 8"x24" Strip Footing BA 8"x36" Strip Footing 3'x3'x12" Footing 2x10s @ 16" o.c.(3)2x10 W-13W-11 W-09 W-06W-08W-03W-04 W-05 D-11D-10D-06W-12W-10D-07 D-08 D-09D-05COVERED PORCH COVERED DECK DECK GARAGE 100 POWDER 101 FOYER 102 LIVING 103 DINING 104 WIC 105 BUTLERS 106 KITCHEN 107 BENCHSAFE ROOM5'-6"24'-6"11'-0"5'-0"2'-0"48'-0"16'-0"32'-0"12'-0"21'-0" 81'-0"10'-0"11'-0"27'-0"48'-0"16'-0"16'-0"16'-0"33'-0" 81'-0" 8'-6"8'-4"4'-0"11'-5"5'-11"3'-6"5'-6"11'-9"1'-5"6'-7"13'-0"9'-5" AREA CALCULATIONS BASEMENT 1,432.92 SQFT FIRST FLOOR 1,528.66 SQFT SECOND FLOOR 1,642.54 SQFT HOUSE SUBTOTAL 4,604.12 SQFT GARAGE 860.59 SQFT TOTAL BUILDING AREA 5,464.71 SQFT PROJECT DATA NORTH ARROW www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.2 MAIN LEVELMark & Rachel ReeseUpper 167th St W Lakeville, MN 55044Floor Girder(2)11-1/4 LVL (4)18" LVL (3)14" LVL(3)18" LVL (3)2x12(3)11-1/4 LVL (4)20" LVL (2)11-1/4 LVL (3)2x12(3)14" LVL (4)2x12 (2)11-1/4 LVL (3)2x12 (2)2x10 8 88 ShearwallShearwallShearwallShearwallCS-PF CS-PF CS-PF Strap Strap Strap Strap Strap Wall above supported by floor system above. D-27W-23W-22 W-20 W-21W-19W-18 D-22 D-24 D-17 D-21 D-20 D-19 D-16 D-14 D-25 D-13 D-12W-17 D-15 D-18 D-26 D-23 W-14W-15W-16 BEDROOM 201 BEDROOM 203 BATH 202 BEDROOM 204 BATH 205 MASTER 206 LAUNDRY 207 WIC WIC WIC WIC DN 12'-6 1/2"4'-7 1/2"10'-5"10'-0"3'-11 1/2"5'-0 1/2"4'-0"3'-6"3'-6"8'-0"LIN. 8'-10"5'-3"5'-6"24'-6"11'-0"16'-0"16'-0"16'-0"4'-0"39'-6"8'-0"40'-0" 11'-6"5'-6"12'-6"9'-5"5'-0"10'-11"17'-0"6'-0"13'-0"6'-0"4'-10"11'-0"EGRESS EGRESS AREA CALCULATIONS BASEMENT 1,432.92 SQFT FIRST FLOOR 1,528.66 SQFT SECOND FLOOR 1,642.54 SQFT HOUSE SUBTOTAL 4,604.12 SQFT GARAGE 860.59 SQFT TOTAL BUILDING AREA 5,464.71 SQFT PROJECT DATA NORTH ARROW www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.3 SECOND LEVELMark & Rachel ReeseUpper 167th St W Lakeville, MN 55044(3)2x12 (3)2x12(2)2x10 (2)2x10 8(3)2x10(3)2x10(2)2x8 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). FAN FAN FAN Smoke COSmoke Smoke Smoke Smoke D-27W-23W-22 W-20 W-21W-19W-18 D-22 D-24 D-17 D-16 D-21 D-20 D-19D-16 D-14 D-25 D-13 D-12W-17 D-15 D-18 D-26 D-23 W-14W-15W-16 BEDROOM 201 BEDROOM 203 BATH 202 BEDROOM 204 BATH 205 MASTER 206 LAUNDRY 207 WIC WIC WIC WIC DN 12'-6 1/2"4'-7 1/2"10'-5"10'-0"3'-11 1/2"5'-0 1/2"4'-0"3'-6"3'-6"8'-0"LIN. 8'-10"5'-3"5'-6"24'-6"11'-0"16'-0"16'-0"16'-0"4'-0"39'-6"8'-0"40'-0" 11'-6"5'-6"12'-6"9'-5"5'-0"10'-11"17'-0"6'-0"13'-0"5'-6"5'-4"11'-0"EGRESS EGRESS AREA CALCULATIONS BASEMENT 1,432.92 SQFT FIRST FLOOR 1,528.66 SQFT SECOND FLOOR 1,642.54 SQFT HOUSE SUBTOTAL 4,604.12 SQFT GARAGE 860.59 SQFT TOTAL BUILDING AREA 5,464.71 SQFT PROJECT DATA NORTH ARROW www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.3 A SECOND LEVELOPTION 2Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 W-23W-22 W-20 W-21W-19W-18 D-22 D-24 D-17 D-21 D-20 D-19 D-16 D-14 D-25 D-13 D-12W-17 D-15 D-18 D-26 D-23 W-14W-15W-16 2'-0"TYP. 2'-0" TYP.2'-0"TYP.2'-0"TYP.RIDGE RIDGE RIDGE RIDGERIDGERIDGEVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYGABLE GABLE VALLEYVALLEYVALLEYVALLEYVALLEY6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 AREA CALCULATIONS BASEMENT 1,432.92 SQFT FIRST FLOOR 1,528.66 SQFT SECOND FLOOR 1,642.54 SQFT HOUSE SUBTOTAL 4,604.12 SQFT GARAGE 860.59 SQFT TOTAL BUILDING AREA 5,464.71 SQFT PROJECT DATA NORTH ARROW www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.4 ROOFMark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.5 ELEVATION2nd Top Plate 20'-4 3/4"8'-1 1/8"1'-6 3/4"9'-1 1/8"1'-7 3/4"2nd F.F. 12'-3 5/8" 1st Top Plate 10'-8 7/8" 1st F.F. 1'-7 3/4" Ground 0'-0"9'-0"Basement -9'-0"Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.6 ELEVATION\2nd Top Plate 20'-4 3/4"8'-1 1/8"1'-6 3/4"9'-1 1/8"1'-7 3/4"2nd F.F. 12'-3 5/8" 1st Top Plate 10'-8 7/8" 1st F.F. 1'-7 3/4" Ground 0'-0"9'-0"Basement -9'-0"Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.7 ELEVATION2nd Top Plate 20'-4 3/4"8'-1 1/8"1'-6 3/4"9'-1 1/8"1'-7 3/4"2nd F.F. 12'-3 5/8" 1st Top Plate 10'-8 7/8" 1st F.F. 1'-7 3/4" Ground 0'-0"9'-0"Basement -9'-0"Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 2nd Top Plate 20'-4 3/4"8'-1 1/8"1'-6 3/4"9'-1 1/8"1'-7 3/4"2nd F.F. 12'-3 5/8" 1st Top Plate 10'-8 7/8" 1st F.F. 1'-7 3/4" Ground 0'-0"9'-0"Basement -9'-0" 12" www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.8 ELEVATIONMark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.9 SECTION2nd Top Plate 20'-4 3/4"8'-1 1/8"1'-6 3/4"9'-1 1/8"1'-7 3/4"2nd F.F. 12'-3 5/8" 1st Top Plate 10'-8 7/8" 1st F.F. 1'-7 3/4" Ground 0'-0"9'-0"Basement -9'-0" R-10 INSULATION/DRAINAGE BOARD CONCRETE SLABREINFORCING STEEL AS REQUIREDVAPOR BARRIER 8" POURED CONCRETE 20" x 8" CONCRETE FOOTINGREINFORCING STEEL AS REQUIRED DRAINAGE SYSTEM CAST-IN-PLACE ANCHOR BOLT 2x8 SILL PLATE TRUSSES @ 24" O.C. 18" FLOOR TRUSSES 18" FLOOR TRUSSES 126 SHINGLES 15# FELT ICE & WATER PER CODE 1/2 SHTG. ALL EXTERIOR WALLS TO HAVE15/32" SHEATHING AND HOUSEWRAPPED WEATHER BARRIER 12 6 R-10 INSULATION 2X6 16" O.C., FIBERGLASS BATT INSULATIONR21 WITH VAPOR BARRIER, DRYWALL 1/2"OSB SHEATING, WEATHER BARRIER AND LPSIDING. R20.7 CLOSED CELL FOAM Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/221/4" = 1'-0" A-2.10 SECTION2nd Top Plate 20'-4 3/4"8'-1 1/8"1'-6 3/4"9'-1 1/8"1'-7 3/4"2nd F.F. 12'-3 5/8" 1st Top Plate 10'-8 7/8" 1st F.F. 1'-7 3/4" Ground 0'-0"9'-0"Basement -9'-0" TRUSSES @ 24" O.C. 18" FLOOR TRUSSES 18" FLOOR TRUSSES 126 12 6 12 6 SHINGLES 15# FELT ICE & WATER PER CODE 1/2 SHTG. ALL EXTERIOR WALLS TO HAVE15/32" SHEATHING AND HOUSEWRAPPED WEATHER BARRIER R20.7 CLOSED CELL FOAM 2X6 16" O.C., FIBERGLASS BATT INSULATIONR21 WITH VAPOR BARRIER, DRYWALL 1/2"OSB SHEATING, WEATHER BARRIER AND LPSIDING.Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044 D-16 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-16 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-16 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-17 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-17 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-18 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-18 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-19 3'0"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-19 3'0"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-20 2'6"6'8"1 3/4"Pocket Simple Square Solid None 3/4"4 1/2" D-20 2'6"6'8"1 3/4"Pocket Simple Square Solid None 3/4"4 1/2" D-21 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-21 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-22 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-22 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-23 2'4"6'8"1 3/4"Pocket Simple Square Solid None 3/4"4 1/2" D-23 2'4"6'8"1 3/4"Pocket Simple Square Solid None 3/4"4 1/2" D-24 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-24 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-25 5'0"6'8"1 3/4"Bi-fold Bi-part Square Panel None 3/4"4 1/2" D-25 5'0"6'8"1 3/4"Bi-fold Bi-part Square Panel None 3/4"4 1/2" D-26 5'0"6'8"1 3/4"Bi-fold Bi-part Square Panel None 3/4"4 1/2" D-26 5'0"6'8"1 3/4"Bi-fold Bi-part Square Panel None 3/4"4 1/2" D-27 2'4"6'8"1"Swing Simple Square Glass None 0"1" D-27 2'4"6'8"1"Swing Simple Square Glass None 0"1" 1/4" = 1'-0" A-2.11 SCHEDULESDoor Schedule Image Nominal Size Door Style Door Frame Mark WidthHeightThicknessDoor Operation Top Shape Slab Style Glaz. StyleJamb ThickJamb DepthD-01 8'0"8'0"1 3/4"Slider Square Custom None 3/4"4 1/2" D-02 3'0"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-03 3'0"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-04 9'0"6'8"1 3/4"Bi-fold Bi-part Square Solid None 3/4"4 1/2" D-05 5'0"8'0"1 3/4"Swing Bi-part Square Glass None 3/4"7 3/8" D-06 5'0"8'0"1 3/4"Slider Square Glass None 3/4"7 3/8" D-07 16'0"9'0"1 3/4"Overhead Square Custom None 3/4"7 3/8" D-08 8'0"9'0"1 3/4"Overhead Square Custom None 3/4"7 3/8" D-09 3'0"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-10 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-11 3'0"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-12 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-12 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-13 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-13 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-14 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-14 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-15 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-15 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-16 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-16 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-16 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-17 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-17 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-18 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-18 2'6"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-19 3'0"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-19 3'0"6'8"1 3/4"Swing Simple Square Solid None 3/4"4 1/2" D-20 2'6"6'8"1 3/4"Pocket Simple Square Solid None 3/4"4 1/2" D-20 2'6"6'8"1 3/4"Pocket Simple Square Solid None 3/4"4 1/2"Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/22 1/4" = 1'-0" A-2.12 SCHEDULESWindow Schedule Rough Opening Dim Window Style Notes Image Mark RO Width RO Height Sash Operation Top Shape W-01 7'0"5'0"Custom Square W-02 7'0"5'0"Custom Square W-03 2'6"1'6"Custom Square W-04 6'0"5'0"Custom Square W-05 7'0"5'0"Custom Square W-06 3'0"5'0"Single Hung Square W-08 3'0"5'0"Single Hung Square W-09 7'0"5'0"Custom Square W-10 3'0"5'0"Single Hung Square W-11 7'0"5'0"Custom Square W-12 3'0"5'0"Single Hung Square W-13 3'0"5'0"Single Hung Square W-14 6'0"4'0"Custom Square W-14 6'0"4'0"Custom Square W-15 6'0"4'0"Custom Square Casement / Egress W-15 6'0"4'0"Custom Square Casement / Egress W-16 6'0"4'0"Custom Square Casement / Egress W-16 6'0"4'0"Custom Square Casement / Egress W-17 3'0"1'6"Awning Square W-17 3'0"1'6"Awning Square W-18 3'0"5'0"Single Hung Square W-18 3'0"5'0"Single Hung Square W-19 3'0"5'0"Single Hung Square W-19 3'0"5'0"Single Hung Square W-20 3'0"1'6"Awning Square W-20 3'0"1'6"Awning Square W-21 3'0"1'6"Awning Square W-21 3'0"1'6"Awning Square W-22 3'0"5'0"Single Hung Square W-22 3'0"5'0"Single Hung Square W-23 3'0"5'0"Single Hung Square Mark & Rachel ReeseUpper 167th St W Lakeville, MN 55044W-18 3'0"5'0"Single Hung Square W-18 3'0"5'0"Single Hung Square W-19 3'0"5'0"Single Hung Square W-19 3'0"5'0"Single Hung Square W-20 3'0"1'6"Awning Square W-20 3'0"1'6"Awning Square W-21 3'0"1'6"Awning Square W-21 3'0"1'6"Awning Square W-22 3'0"5'0"Single Hung Square W-22 3'0"5'0"Single Hung Square W-23 3'0"5'0"Single Hung Square W-23 3'0"5'0"Single Hung Square www.habitat43.netmanuel@habitat43.net Sheet No. Scale Sheet TitleProject InfoLegal DescriptionDesign FirmNo.DateRevision Notes:rNote00101/14/2200201/20/22 COPYRIGHT, 2005, DPIS ENGINEERING, LLC.UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.PH: 281.351.0048 FAX: 281.351.0148HOUSTON, TEXAS 7707019450 STATE HIGHWAY 249 DPIS ENGINEERING,LLC.BLOCK:LOT:SECTION:PROJECT TITLE:SUBDIVISION / ADDRESS:CUSTOMER:CHECKED:DESIGNED:DRAWN: ISSUE DATE:DRAWING SCALE: DRAWING NUMBER:FOUNDATION PLANFOUNDATION TALL WALLREESE RESIDENCE12180 UPPER 167TH STREET. LAKEVILLE, MN 55044RONGITSCH HOMESAJ TML SB 1/8" = 1'-0" 01/19/2022 F-1 PLAN NOTES FROST DEPTH 42" U.N.O. NOTE: 1. THIS FOUNDATION PLAN WAS DESIGNED USING THE ARCHITECTURAL PLANS THAT REFERENCE ROOF/FLOOR TRUSS LOAD PATH DIRECTIONS. BUILDER SHALL REVIEW THE TRUSS MANUFACTURERS LAYOUTS AGAINST THE ARCHITECTURAL PLANS AND NOTIFY DPIS OF ANY DISCREPANCIES. 2. EXTERIOR DIMENSIONS ARE FROMEXTERIOR OF FOUNDATION WALLS AT FULL BASEMENT AREAS ANDAS NOTED AT FRAMED WALLS AT LOOKOUT AND WALKOUT AREAS. 3. WATERPROOFING DETAILS AND RECOMMENDATIONS ARE BY OTHERS. ANY DETAILS ON THESE DRAWINGS THAT INDICATE WATERPROOFING COMPONENTS ARE PURELY FOR EXAMPLE OF THE INTERACTION BETWEEN THE STRUCTURE AND THE INDIVIDUAL COMPONENT INDICATED AND ARE BY NO MEANS TO BE INTERPRETED AS A SPECIFICATION FOR ANY WATERPROOFING DETAIL OR COMPONENT.BYREVISIONSDATE DESCRIPTION#1- --2- --3- --4- --5- --6- --7- --NOTE: LIMITED SCOPE OF WORK, THE PURPOSE OF THIS DRAWING IS TO SHOW THE SIZES REQUIRED FOR FOUNDATION TALL WALL AND FOOTINGS ONLY. ALL OTHER FOUNDATION DESIGN WORK IS BY OTHERS. A B A A B COPYRIGHT, 2005, DPIS ENGINEERING, LLC.UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.PH: 281.351.0048 FAX: 281.351.0148HOUSTON, TEXAS 7707019450 STATE HIGHWAY 249 DPIS ENGINEERING,LLC.BLOCK:LOT:SECTION:PROJECT TITLE:SUBDIVISION / ADDRESS:CUSTOMER:CHECKED:DESIGNED:DRAWN: ISSUE DATE:DRAWING SCALE: DRAWING NUMBER:FOUNDATION NOTESFOUNDATION TALL WALLREESE RESIDENCE12180 UPPER 176TH STREET. LAKEVILLE, MN 55044RONGITSCH HOMESAJ TML SB 1/8" = 1'-0" 01/19/2022 F-2.0BYREVISIONSDATE DESCRIPTION#1- --2- --3- --4- --5- --6- --7- --G E N E R A L N O T E S MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE STRENGTHa (f'c) WEATHERING POTENTIALb NEGLIGIBLE MODERATE SEVERE TYPE OR LOCATION OF CONCRETE CONSTRUCTIONGRADE 60 #6 VERTICAL REBAR SPACING FOR FULL HEIGHT WALLS W/ F'c=3000 PSI WALL HEIGHT BACKFILL HEIGHT BACKFILL TYPE SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) WALL THICKNESS WALL THICKNESS WALL THICKNESS 8" 10" 12" 8" 10" 12" 8" 10" 12" 8'-0"7'-6"NR NR NR NR NR NR *36"NR NR 7'-0" OR LESS NR NR NR NR NR NR NR NR NR 9'-0" 8'-6" NR NR NR *36" NR NR 36" NR NR 8'-0" NR NR NR *36" NR NR 36" NR NR 7'-0" NRNRNRNRNRNR*36"NRNR 6'-0" OR LESS NR NR NR NR NR NR NR NR NR 10'-0" 9'-6" *36" NR NR *36" *36" NR 24" 24" NR 9'-0" *36"NR NR *36"NR NR 24" 24" NR 8'-0" NR NR NR *36" NR NR 36" NR NR 7'-0" NR NR NR NR NR NR 36" NR NR 6'-0" OR LESS NR NR NR NR NR NR NR NR NR NR = NOT REQUIRED * = NR IF F'c = 4,000 PSI EQUIVALENT VERTICAL REBAR SUBSTITUTION TABLE #6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40) #6 @ 36" = #5 @ 24" = #4 @ 16" & 18" (GRADE 60) = #4 @ 12" (GRADE 40) Dpd T.C. for Nailer by Others PERIMETER PLAN DIMENSIONS SHOWN ARE NOT FOR FRAMING PURPOSES REFER TO CONSTRUCTION DOCUMENTS TRUSSES SHORTENED FOR 1/2" SHEATHING AT PERIMETER LABELED END ON LAYOUT INDICATES BLACK PAINTED END OF TRUSS X2X3 X X X1Bm by OthersBm by OthersCG C C A7A6A5A4A3A2EGEGED EC ED EC EB EB EB EB EB EB EB EBEFEE EB EB EB EB EB EB EB EB EFEEADACABAAA9A8A1BA1AA1AAHAGAFEGEGED EC ED EC EB EB EB EB EFEEEB EB EB EB EFEEEB EGED EC EB EB EB EFEEEH AEV V6 222 16-00-0016-00-00 39-06-008-00-00 40-00-0024-06-0011-00-005-06-001-06-00 2-00-00 2-00-00 16-00-00 2-00-122-00-002-00-001-11-042-00-122-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-124-11-04 4-11-04 11-04 11-04 11-04 11-0411-04 4-11-04 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of thebuilding designer. See individual design sheets for each truss design identified on theplacement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss supportstructure including headers, beams, walls, and columns is the responsibility of the buildingdesigner. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive, Madison, WI 53179 DESIGN DRAWING APPROVAL FORM: THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Approved By: ________________________________________________________ Date: ________________ DESIGNER: Lamperts Apple Valley Rongitsch/Reese 12180 Upper 167th Court Lakeville, MN WO # Wilberto Torres INSTALLATION NOTES:The labeled end of the truss on the layout represents theLEFT end when looking at the truss profile drawing and thepainted end of the truss on the jobsite. Carefully comparesite conditions to the layout and truss profiles prior toinstallation. Do not install trusses backwards or upside down. 539259 ROOF:35.00 : TC Live Load10.00 : TC Dead Load 10.00 : BC Dead Load55.00 : TOTAL PSF See Individual Truss Drawingsfor Additional Design Criteria PERIMETER PLAN DIMENSIONS SHOWN ARE NOT FOR FRAMING PURPOSES REFER TO CONSTRUCTION DOCUMENTS TRUSSES SHORTENED FOR 1/2" SHEATHING AT PERIMETER LABELED END ON LAYOUT INDICATES BLACK PAINTED END OF TRUSS Adjust truss spacing to avoid Plumbing USP Structural Connectors Copyright 2005 United Steel Products Company JL28 Joist Hanger Ref. # LU28Code Listings:NER 505LA CITY RR 25303DADE CO. 01-0327.04DSA PA-076FL571.8, FL816.59 FastenersSupporting Member: (10) 16d Common NailsSupported Member: (6) 10d x 1-1/2" Nails 1 HUS26 Slant Nail Truss Hanger Ref. # HUS26 Code Listings:NER 510FL818.12 U.S. PAT. #5,217,317 FastenersSupporting Member: (14) 16d NailsSupported Member: (6) 16d Nails USP Structural ConnectorsCopyright 2005 United Steel Products Company 2 X4 LVL by Others LVL by OthersBm by Others LVL by Others LVL by Others Bm by OthersTop and Bottom Ledger by Others Ledger by Others .ULUBLU6UBUBUBUBUBUBUBUBUBUBU8U8U8U8AU8AU8AU8AU8U8U1U1U1U1U1U1UUUUU2U2U2U2U2U2U2U2U2U8U8U8U8U8BU7U7U7U7U7U3U4U4U4U5U5U5U5U5U5U5LBG BAB5B4B3EAE5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E6 E7E8E9B2B1B1B1B1BBBBBB BMUGUAUAUAUAUAUAUAUAUAUGDE3E E E E E1 E2E4E4E4E4E4E4E4E4E4E4E4E4E4E4E4E4E4E4E4E4E4V2 V3 V4 V5 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 15-06-0016-00-00 16-00-00 10-00-0011-00-0033-00-00 27-00-002-00-005-00-0011-00-0024-06-0016-00-00 21-00-0012-00-0032-00-0016-00-00 2-00-0811-03-048-00-00 5-09-048-06-002-00-006-00-00 2-00-002-00-125-11-12 1-11-12 2-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-0011-0810-00-101-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-091-02-011-07-031-05-031-09-031-07-031-07-021-05-031-09-033-11-04 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of thebuilding designer. See individual design sheets for each truss design identified on theplacement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss supportstructure including headers, beams, walls, and columns is the responsibility of the buildingdesigner. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive, Madison, WI 53179 DESIGN DRAWING APPROVAL FORM: THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Approved By: ________________________________________________________ Date: ________________ DESIGNER: Lamperts Apple Valley Rongitsch/Reese 12180 Upper 167th Court Lakeville, MN WO # Wilberto Torres INSTALLATION NOTES:The labeled end of the truss on the layout reresents theLEFT end when looking at the truss profile drawing and thepainted end of the truss on the jobsite. Carefully comparesite conditions to the layout and truss profiles prior toinstallation. Do not install trusses backwards or upside down. 539259 FLOOR:40.00 : TC Live Load10.00 : TC Dead Load 05.00 : BC Dead Load55.00 : TOTAL PSF See Individual Truss Drawingsfor Additional Design Criteria Post Required PERIMETER PLAN DIMENSIONS SHOWN ARE NOT FOR FRAMING PURPOSES REFER TO CONSTRUCTION DOCUMENTS TRUSSES SHORTENED FOR 1/2" SHEATHING AT PERIMETER LABELED END ON LAYOUT INDICATES BLACK PAINTED END OF TRUSS Flush LVL by Others Flush LVL by OthersLLLL1 L9LL7LL8LL7L7L7L7L7L6L8L8L8L8AL8AL8AL8AL8L8L8L8L8L8LLLLLLLLLLL8BL1L1L2L2L2L1L1L2L2L3L3L4L5L9L9L9L9L9L9L9L9L916-00-00 16-00-00 16-00-00 10-00-0031-00-0032-00-0016-00-0024-06-0011-00-005-06-0011-03-0410-03-0416-03-11 1-07-091-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-011-07-071-07-011-02-0110-00-10 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of thebuilding designer. See individual design sheets for each truss design identified on theplacement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss supportstructure including headers, beams, walls, and columns is the responsibility of the buildingdesigner. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive, Madison, WI 53179 DESIGN DRAWING APPROVAL FORM: THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Approved By: ________________________________________________________ Date: ________________ DESIGNER: Lamperts Apple Valley Rongitsch/Reese 12160 Upper 167th Court Lakeville, MN WO # Wilberto Torres INSTALLATION NOTES:The labeled end of the truss on the layout reresents theLEFT end when looking at the truss profile drawing and thepainted end of the truss on the jobsite. Carefully comparesite conditions to the layout and truss profiles prior toinstallation. Do not install trusses backwards or upside down. 539259 FLOOR:40.00 : TC Live Load10.00 : TC Dead Load 05.00 : BC Dead Load55.00 : TOTAL PSF See Individual Truss Drawingsfor Additional Design Criteria R10 R21 R21 R21 R50 R21 R50 x xx x xx x x x x • Weekly Inspections: Complete and document inspections weekly and after every ½-inch rain event. Make sure your Stormwater Pollutant Prevention Plan (SWPPP) is current with all your site inspections. • Storm Sewer Inlet Protection: All catch basin inlet protection, including both street (curb/gutter) and yard structures, must be installed and maintained. Clean out inlet protection when they are ½-full. During the winter season, the inlet protection must be removed. • Perimeter Sediment Controls: Inspect all perimeter control and make sure silt fence is repaired and/or replaced before construction activity continues. Sediment must be removed from silt fence when it reaches ½ the silt fence height and must be maintained until vegetation is fully established. Double rows of silt fence are required in sensitive areas adjacent to lakes, ponds, streams, and wetlands. • Erosion Controls: Exposed soil including stockpiles, must be covered within 14 days. Acceptable BMP’s include: the application of seed followed by straw mulch, stapling erosion control blankets in place, or applying hydro-mulch with seed. • Concrete Washout: Concrete washout must be contained by an impermeable liner (i.e. lined pit, kiddie pool) with clear, visible designated signage so contractors know the area to dump concrete washout. • Rock Construction Entrances: Rock construction entrance/exits, minimum length of 75-feet, or up to the garage of new homes must be installed and maintained for the duration of the project. • Street Sweeping: Street surfaces and sidewalks must remain free of sediment for the duration of the project. If tracking occurs, it must be cleaned within 24-hours. • Trash and Storage: Solid waste and hazardous materials (i.e. oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, curing compounds and acids) must be stored and contained to prevent spills and leaks. Trash and building material debris must be placed and stored in dumpsters. Trash that can blow away must be contained in a dumpster. Reviewed and accepted by Kelly Perrine on 01/03/2022. Applicant must abide by all requirements listed below or will not be in compliance with City erosion control requirements. If not in compliance with any items listed below, City holds the right to: withhold building inspections, issue a stop work order, or draw on securities to complete the work.