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Home My WebLink AboutLA185785 18095 Jaguar Path 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 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 FRONT ELEVATION REAR ELEVATION 1/8 IN = 1 FT LEFT ELEVATION 1/8 IN = 1 FT RIGHT ELEVATION 1/8 IN = 1 FT 1 PLAN ELEVATIONS: SEE ELEVATIONS FOR SCALE FIELD VERIFY ALL DIMENSIONS ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE OF FRAMING/CONCRETE!! **ALL WINDOW/DOOR HEADERS, TRUSS BEARING POINTS, OVERHANGS, HEEL HEIGHTS, ETC. TO BE DETERMINED BY TRUSS SUPPLIER** **VERIFY ALL WINDOW AND DOOR R.O.'S AND HEADER HEIGHTS W/ SUPPLIER**SCALE: 1/4" = 1'(UNLESS OTHERWISE NOTED)BROOKINGS BUILT GREENTAIT HOTVETFINAL LAYOUTUPDATEDNOVEMBER 5, 2020Hamlin Building Center, Inc. has no architectural or engineering degree or license. Hamlin Building Center, Inc. has provided a drafting service to the owner and/or contractor per their specifications. All dimensions and engineering are the responsibility of the owner and/or contractor. Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 11/05/2020dmathews WH2868246830683068 7'-0" X 7'-0" OH 5050FX60686058FX6058FX5058FX2868 3036SCUP 22'-0"6'-8"23'-6"17'-8" 69'-10"11'-10"2'-8 1/4"41'-6"7'-0"21'-6" 70'-0"8'-0"6'-0"26'-0"40'-0"2'-0"3'-2"16'-2"14'-0"3'-0"10'-6"8'-0" 14'-6"9'-1 1/4"7'-0"7'-0"3'-10 3/4"4'-0"4'-0"14'-6 1/4"17'-4 1/2"7'-11 1/4"10'-8 3/4"6'-11 3/8"30'-7 7/8"7'-11 1/4"11'-9"5'-7 1/2"14'-6 1/4"14'-6 1/4"5'-7 1/2"11'-9"7'-11 1/4"39'-10"7'-2 3/16"11'-9 13/16"12'-0"7'-9 1/2"8'-2 1/2"8'-0"27'-0"12'-10"7'-4" SPANCRETE ABOVE VERIFY BEARING & THICKNESS 2" FOAM ON INSIDE OF WALKOUT FOUNDATION WALLS FRN 2X10 RIM 2X8 JOISTS @ 16" O.C. 4X4 POSTS **POSTS MUST CONTINUE FROM FOOTING TO ROOF BEARING** HALF WALL W/ CAP 2 PLY 2X10 BEAM 18" FLOOR TRUSSES @ 19.2" O.C.VERIFY CONCRETE ELEVATIONS ON SITE18" FLOOR TRUSSES @ 19.2" O.C.2 PLY 2X10 BEAM(IN FLOOR)2 PLY 2X10 BEAM 3 PLY 2X10 BEAM 3 PLY 2X10 BEAM 2 PLY 2X10 BEAM(IN FLOOR)3 PLY 2X12 HEADER 2 PLY 2X10 HEADER3 PLY 2X12 HEADER 3 PLY 2X12 HEADER14" SONATUBE 14" SONATUBE 18" SONATUBE 20" SONATUBE 16" SONATUBE7'-9"6''6''8"3"9'-0"9'-1 1/8"20 1/4"15"2X6 FRAMED WALL R-20 BATT INSULATI 7/16" OSB SHEATHIN SIDING 1/2" GYP. BOARD 3/4" T&G SUBFLOOR MUST EXTE THE ENGINEERING DESIG REBAR PER CODE MINIMUM 4" COMPACTED FILL (R506) 16" X 8" FOUNDATION FOOTING (R403.1) 4" PERFORATED DRAIN TILE MINIMUM 6" DRAIN WALK OUT WALL FRONT WALL 12" CONC. WALL REBAR PER CODE MINIMUM 4" COMPACTED FILL (R506) 24" X 10" FOUNDATION FOOTING (R403.1) 4" PERFORATED DRAIN TILE MINIMUM 6" DRAINAGE PEA ROCK HTG WALL SPANCRETE 2X6 FRAMED WALL R-20 BATT INSULATION 7/16" OSB SHEATHING SIDING 1/2" GYP. BOARD 3/4" T&G SUBFLOOR 2X8 TREATED PLATE 8" CONC. WALL 6" FROM TOP OF FOUNDATION TO GRADE GRADE OF 5% REBAR PER CODE6 MIL. VAPOR BARRIER (R506.2.3) MINIMUM 4" COMPACTED FILL (R506) 16" X 8" FOUNDATION FOOTING (R403.1) 5/8" GYP. BOARD FIBERGLASS INSULATION R- VAULE OF R-50 METAL VENTED SOFFIT 2X6 FASCIA BOARD METAL FASCIA 1/2" OSB SHEATHING SYNTHETIC UNDERLAYMENT ASPHALT SHINGLE CARDBOARD ATTIC CHUTE 4" PERFORATED DRAIN TILE MINIMUM 6" DRAINAGE PEA ROCK 2X8 TREATED PLATE 2X6 TRE 6 MIL POLY 6 MIL POLY R-20 FOAM INSULAT R-20 FOAM INSULATION 4" PERFORATED DRAIN TILE R-20 FOAM INSULATION 5/8" GYP. BOARD FIBERGLASS INSULATION R- VAULE OF R-50 APPROX. WALL DETAIL 1/2 IN = 1 FT 2 FOUNDATION: UNFINISHED BASEMENT APPROX 9'-0" CEILINGS (UNLESS OTHERWISE NOTED) WINDOW HEADERS DRAWN @ 88" (UNLESS OTHERWISE NOTED) **ALL WINDOW/DOOR HEADERS, TRUSS BEARING POINTS, OVERHANGS, HEEL HEIGHTS, ETC. TO BE DETERMINED BY TRUSS SUPPLIER** **VERIFY ALL WINDOW AND DOOR R.O.'S AND HEADER HEIGHTS W/ SUPPLIER** FIELD VERIFY ALL DIMENSIONS ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE OF INSULATING FOAM/CONCRETE!!SCALE: 1/4" = 1'(UNLESS OTHERWISE NOTED)BROOKINGS BUILT GREENTAIT HOTVETFINAL LAYOUTUPDATEDNOVEMBER 5, 2020Hamlin Building Center, Inc. has no architectural orengineering degree or license. Hamlin Building Center, Inc.has provided a drafting service to the owner and/or contractorper their specifications. All dimensions and engineeringare the responsibility of the owner and/or contractor.Interior BWP Above 9Z56''.$'#/Y $'#4+0)#6'#%*'0& *'#&'4615722146911& (4#/+0)$;5722.+'4 #&'37#6'(.#5*+0) 9#6'42411(+0)$;16*'45 /'/$4#0'$;16*'45 .+06'.5'%6+10 56''..+06'.5722146+0)24'%#562.#0- Ä/#:%.'#452#0 5 (170&#6+10 9#..$';10& 5''5 ɒZZ56''.#0).'Y $'#4+0)'#%*'0& 14 %10%4'6'2.#0-Y/#: #8)%10%4'6'6122+0) /#: 52#0#2241:Ä17661176 14 *55ZZ56''.67$'Y$'#4+0)'#%*'0& /+05.#$Ä10Ä)4#&' *14+<$#4" 6121(56'/9#.. %10%4'6'2.#0-Y/#: #8)%10%4'6'6122+0) /#: 52#0#2241:Ä17661176 ZÄ&19'.5"1% &4+..'&+0 )4176'&51.+& $;24'%#56'4#..9#..5 /+02.#0-.'&)' ZÄ&19'.5"1% /+0'/$'& 9+&'Z&''2/+0 %10%4'6'564+2(116+0)%'06'4'& 70&'49#..Ä.19'4#54'37+4'&(14 (41562416'%6+10Ä/#;$'4'3& #4170&(7..2'4+/'6'41(.19'4 )#4#)' ZÄ&19'.5"1%Ä %'06'4#62.#0-.'&)' #0&*11-#54'37+4'&#6 4'&7%'&56'/*'+)*6#6 18'4*'#&&1145 *14+<$#45"1% 8'46+%#.$#45126+105 Y%10%4'6'9#.. $#45"1%14 $#45"1% /+0%+2%10%4'6'9#.. /+09+&6*Z/#: *'+)*656'/9#.. /+0*'+)*64'3&#6/#+0 .'8'.18'4*'#&&114 9#..5'%6+10 5(170&#6+109#.. 5722146+0)24'%#562.#0- /'/$4#0'$;16*'45 /+0 5.12')4#&'#9#; (41/(170&#6+10 Ä016'5 8'46+%#.4'+0(14%'/'06/#;$'4'&7%'&61$#45"1%#.10)5+&'9#..5 9+6*)4#&'#/+0+/7/1(Ä$'.196121(9#..#0&5*#4'&9+6**175'$#5'/'06 +056#.. #&&+6+10#.8'46+%#.$#4(7..*'+)*6'#%*5+&'1(9#..12'0+0)5 #0%*14$1.65 /+0'/$'&"1%/#: (4#/'9#..#$18' CS-PFCS-PF UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Rear foundation wall must meet minimum depth requirement for previous retaining wall design. 1443 UP UP DN DW 2668 3068306816'-0" X 8'-0" OH 3680 50685050FX 28684050FX 5058FX5060FX60806070FX6070FX 2668286828683060SC28682868 2868 41050FX 41050FX 41050FX 5620FX8030FX5080FX3068UP VERIFY ALL CABINET DIMENSIONS WITH CABINET SUPPLIER!! VERIFY ALL WINDOW R.O.'S AND HEADER HEIGHTS WITH SUPPLIER!!!7'-2 3/4"5'-2 3/4"3'-2 1/4"3'-5"11'-0"11'-0" 21'-6"7'-0"41'-6" 70'-0"26'-0"6'-0"8'-0"3'-0"2'-0"11'-0"3'-0"18'-0"23'-6"6'-6"22'-0" 70'-0"4'-1 3/4"3'-9 1/2"12'-0"4'-0"40'-0"7'-0"24'-0" 9'-0"9'-0"14'-0"16'-0"8'-9"5'-4"5'-4"4'-1"3'-3"3'-3"7'-11 1/4"13'-0"12'-5 1/2"6'-7 1/4"40'-0"10'-9"10'-9"3'-6"3'-6"3'-10 3/4"7'-0"7'-0"9'-1 1/4"14'-6"4'-0"4'-0"6'-7 1/4"12'-5 1/2"13'-0"7'-11 1/4"4'-7 1/4"13'-4 3/4"2'-8 1/2"3'-10 3/4"10'-9 1/2"1'-8"7'-5 1/2"5'-6 1/2"7'-11 1/4"7'-3 3/4"23'-4 1/8"4'-6 3/8"5'-8"7'-7 3/4" 7'-3 3/4"23'-4 1/8"4'-6 3/8"5'-8"7'-7 3/4"4'-0"4'-0"4'-2"4'-0"4'-0"4'-0"4'-0"3'-10"10'-4 1/4"7'-10 3/4"2'-7 1/4"11'-0"15'-0"3'-0"7'-4" 7'-5" X 15'-11" 21'-0" X 25'-0" 6'-8" X 15'-0" 23'-8" X 7'-11" 12'-9" X 5'-11" 8'-0" X 15'-2" 22'-10" X 9'-10" 14'-10" X 15'-2" 17'-0" X 12'-1"7'-3" X 4'-11" 7'-0" X 12'-8" GARAGE ENTRY SCREENED IN DECK DECK PANTRY SPANCRETE VERIFY BEARING & THICKNESS MASTER CLOSET MASTER BDRM MASTER BATH DINING LIVING KITCHEN HEADER @ 47 3/8"FROM MAIN FLOOR DECK2X8 WALL 2X8 WALL4X4 POSTS HALF WALL W/ CAP **VERIFY LENGTH OF WALL W/ CABINET SUPPLIER** 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. PORCH VERIFY CONCRETE ELEVATIONS ON SITE2 PLY 2X10 HEADER2 PLY 2X10 HEADER 2 PLY 2X10 HEADER 2 PLY 2X10 HEADER 2 PLY 2X10 HEADER2 PLY 2X10 HEADER 2 PLY 2X10 HEADER2 PLY 2X10 HEADER 2 PLY 9 1/2" LVL HEADER2 PLY 2X10 HEADER2 PLY 2X10 BEAM(IN FLOOR)2 PLY 2X10 BEAM(IN FLOOR)2 PLY 9 1/2" LVL BEAM 2 PLY 2X10 HEADER 2 PLY 2X10 HEADER 2 PLY 2X10 HEADER 2 PLY 2X10 HEADER2 PLY 2X10 HEADER2X10 ROOF STRUCTURE OVER PORCH 3 PLY 2X12 HEADER 3 PLY 2X12 HEADER FULL LENGTH OF WALL 3 PLY 2X12 HEADER9'-0"1'-7 1/2"2X6 FRAMED WALL R-20 BATT INSULATION 7/16" OSB SHEATHING SIDING 1/2" GYP. BOARD 3/4" T&G SUBFLOOR 8" CONC. WALL MUST EXTEND DEEP ENOUGH TO COMPLY WITH THE ENGINEERING DESIGN OF THE EXISTING RETAINING WALL VERIFY ON SITE REBAR PER CODE MINIMUM 4" COMPACTED FILL (R506) 16" X 8" FOUNDATION FOOTING (R403.1) 4" PERFORATED DRAIN TILE MINIMUM 6" DRAINAGE PEA ROCK WALK OUT WALL FRONT WALL 2X6 FRAMED WALL R-20 BATT INSULATION 7/16" OSB SHEATHING SIDING 1/2" GYP. BOARD 3/4" T&G SUBFLOOR 2X8 TREATED PLATE 8" CONC. WALL 6" FROM TOP OF FOUNDATION TO GRADE GRADE OF 5% REBAR PER CODE6 MIL. VAPOR BARRIER (R506.2.3) MINIMUM 4" COMPACTED FILL (R506) 16" X 8" FOUNDATION FOOTING (R403.1) 5/8" GYP. BOARD FIBERGLASS INSULATION R- VAULE OF R-50 METAL VENTED SOFFIT 2X6 FASCIA BOARD METAL FASCIA 1/2" OSB SHEATHING SYNTHETIC UNDERLAYMENT ASPHALT SHINGLE CARDBOARD ATTIC CHUTE 4" PERFORATED DRAIN TILE MINIMUM 6" DRAINAGE PEA ROCK 2X6 TREATED PLATE 6 MIL POLY 6 MIL POLY R-20 FOAM INSULATION R-20 FOAM INSULATION 4" PERFORATED DRAIN TILE R-20 FOAM INSULATION 5/8" GYP. BOARD FIBERGLASS INSULATION R- VAULE OF R-50 METAL VENTED SOFFIT 2X6 FASCIA BOARD METAL FASCIA 1/2" OSB SHEATHING SYNTHETIC UNDERLAYMENT ASPHALT SHINGLE CARDBOARD ATTIC CHUTE APPROX. WALL DETAIL 1/2 IN = 1 FT 3 MAIN FLOOR: APPROX. 1443 SQ-FT 9' CEILINGS (UNLESS OTHERWISE NOTED) 12" RAKE OVERHANGS 24" EAVE OVERHANGS ON NORTH ROOF LINES 36" EAVE OVERHANGS ELSEWHERE WINDOW HEADERS DRAWN @ 92" (UNLESS OTHERWISE NOTED) **ALL WINDOW/DOOR HEADERS, TRUSS BEARING POINTS, OVERHANGS, HEEL HEIGHTS, ETC. TO BE DETERMINED BY TRUSS SUPPLIER** **VERIFY ALL WINDOW AND DOOR R.O.'S AND HEADER HEIGHTS W/ SUPPLIER** FIELD VERIFY ALL DIMENSIONS ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE OF FRAMING/CONCRETE!!SCALE: 1/4" = 1'(UNLESS OTHERWISE NOTED)BROOKINGS BUILT GREENTAIT HOTVETFINAL LAYOUTUPDATEDNOVEMBER 5, 2020Hamlin Building Center, Inc. has no architectural orengineering degree or license. Hamlin Building Center, Inc.has provided a drafting service to the owner and/or contractorper their specifications. All dimensions and engineeringare the responsibility of the owner and/or contractor.FAN Interior BWP Above Interior BWP Above FAN Temper CS-PF CS-PF Strap 12 Strap CS-PF CS-PF 3 posts to land directly over posts below to footing to keep all roof load off deck floor beam. PFH PFH Smoke Smoke CO Roof trusses above DN 5068 5050FX5050FX5050FX 3050FX3050SC5080FX2868 286824686040FX6040FX6040FX 4050FX 60688030FX3050SC9'-0"6'-4"2'-8"5'-4"5'-8 1/4"6'-2 3/4"7'-11 1/4"3'-10 3/4"7'-0"7'-0"5'-7 1/4"3'-6"5'-6"5'-6"3'-6"5'-11 3/4"6'-2"11'-6 1/4"16'-4"15'-4"2'-8" 18'-0"12'-1 3/4"8'-0"19'-10 1/4"40'-0"23'-6"18'-0"12'-1 3/4"27'-10 1/4"40'-0"15'-4"2'-8" 5'-8 1/4"12'-3 3/4" 5'-8 1/4"12'-3 3/4"12'-1 3/4"8'-0"11'-11"7'-11 1/4"12'-1 3/4"5'-2 1/2"2'-9 1/2"11'-11"7'-11 1/4"5'-8 1/4"6'-8 1/2"5'-7 1/4" 14'-8" X 11'-6" 11'-8" X 11'-7" BDRM 2 RAILINGBDRM 3LINEN HEADERS @ 171 1/8" FROM MAIN FLOOR DECK HALF WALL W/ CAP2 PLY 9 1/2" LVL HEADER3 PLY 2X12 HEADERS FULL LENGTH OF WALL 3 LSL KING STUDS EACH SIDE OF WINDOWS9'-1 1/8"1'-6"9'-1 1/8"1'-6"8'-1 1/8"3'-6"2X6 FRAMED WALL R-20 BATT INSULATION 7/16" OSB SHEATHING SIDING 1/2" GYP. BOARD 3/4" T&G SUBFLOOR 8" CONC. WALL MUST EXTEND DEEP ENOUGH TO COMPLY WITH THE ENGINEERING DESIGN OF THE EXISTING RETAINING WALL VERIFY ON SITE REBAR PER CODE MINIMUM 4" COMPACTED FILL (R506) 16" X 8" FOUNDATION FOOTING (R403.1) 4" PERFORATED DRAIN TILE MINIMUM 6" DRAINAGE PEA ROCK WALK OUT WALL MED WALL TT INSULATION B SHEATHING TOP OF FOUNDATION TO GRADE F 5% ER CODE METAL VENTED SOFFIT 2X6 FASCIA BOARD METAL FASCIA 1/2" OSB SHEATHING SYNTHETIC UNDERLAYMENT ASPHALT SHINGLE CARDBOARD ATTIC CHUTE RATED LE 6" DRAINAGE PEA ROCK 2X6 TREATED PLATE 6 MIL POLY R-20 FOAM INSULATION OAM INSULATION R-20 FOAM INSULATION 5/8" GYP. BOARD FIBERGLASS INSULATION R- VAULE OF R-50 METAL VENTED SOFFIT 2X6 FASCIA BOARD METAL FASCIA 1/2" OSB SHEATHING SYNTHETIC UNDERLAYMENT ASPHALT SHINGLE CARDBOARD ATTIC CHUTE APPROX. WALL DETAIL 3/8 IN = 1 FT 4 **ALL WINDOW/DOOR HEADERS, TRUSS BEARING POINTS, OVERHANGS, HEEL HEIGHTS, ETC. TO BE DETERMINED BY TRUSS SUPPLIER** **VERIFY ALL WINDOW AND DOOR R.O.'S AND HEADER HEIGHTS W/ SUPPLIER** 2ND FLOOR: APPROX. 720 SQ-FT WINDOW HEADERS DRAWN @ 92" (UNLESS OTHERWISE NOTED) FIELD VERIFY ALL DIMENSIONS ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE OF FRAMING/CONCRETE!! 9' CEILINGS (UNLESS OTHERWISE NOTED) 12" RAKE OVERHANGS 24" EAVE OVERHANGS ON NORTH ROOF LINES 36" EAVE OVERHANGS ELSEWHERE SCALE: 1/4" = 1'(UNLESS OTHERWISE NOTED)BROOKINGS BUILT GREENTAIT HOTVETFINAL LAYOUTUPDATEDNOVEMBER 5, 2020Hamlin Building Center, Inc. has no architectural orengineering degree or license. Hamlin Building Center, Inc.has provided a drafting service to the owner and/or contractorper their specifications. All dimensions and engineeringare the responsibility of the owner and/or contractor.-Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Temper Smoke CO Smoke Temper glass if within 36" of landing. Strap CS-PF Strap CS-PF 8 Extend insulation to top of foundation. FAN UP UP DN DW UP 7'-5" X 15'-11" 21'-0" X 25'-0" 6'-8" X 15'-0" 23'-8" X 7'-11" 12'-9" X 5'-11" 8'-0" X 15'-2" 22'-10" X 9'-10" 14'-10" X 15'-2" 17'-0" X 12'-1"7'-3" X 4'-11" 7'-0" X 12'-8" GARAGE ENTRY SCREENED IN DECK DECK MASTER CLOSET MASTER BDRM MASTER BATH DINING LIVING KITCHEN WOOD FLOORING LVT FLOORING CARPET CARPET ON STAIRS CERAMIC TILE PORCH 1ST FLOOR DN 14'-8" X 11'-6" 11'-8" X 11'-7" BDRM 2 BDRM 3 CARPET LVT FLOORING CARPET ON STAIRS 2ND FLOOR 5 **ALL WINDOW/DOOR HEADERS, TRUSS BEARING POINTS, OVERHANGS, HEEL HEIGHTS, ETC. TO BE DETERMINED BY TRUSS SUPPLIER** **VERIFY ALL WINDOW AND DOOR R.O.'S AND HEADER HEIGHTS W/ SUPPLIER** FLOORING LAYOUT SCALE: 1/4" = 1'(UNLESS OTHERWISE NOTED)BROOKINGS BUILT GREENTAIT HOTVETFINAL LAYOUTUPDATEDNOVEMBER 5, 2020 %12;4+)*6*#0510)4172..%1EVQDGT2TQLGEV0WODGT&CVG55JGGVUQH2.#055*190.+)*6+0$#%-)4170&#4'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)0&GUETKRVKQP&CVG4GXKUKQP*QVXGV4GUKFGPEG,CIWCT2CVJ.CMGXKNNG/0-KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQO2TKPV0COG5KIPGF.KEGPUG0WODGT0KEM*CPUQPÄÄ&CVG+JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC&TGYU%QPETGVG21$QZ5JCMQRGG/05%12'&'5+)0#0&&'6#+.1(6*'(170&#6+109#..5#0&#56''..+06'.5722146+0)24'%#562.#0-#6#5+0).'(#/+.;4'5+&'0%'%105647%6+10+561$'+0#%%14&#0%'9+6*6*+5&1%7/'0656#0&#4&+0&7564;24#%6+%'#0&6*'%1&')'0'4#.016'56*'5'&1%7/'065#22.;615647%674#.10.;4'('461*175'2.#0524'2#4'&$;*#/.+0$7+.&+0)%'06'4.#56&#6'&ÄÄ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Ä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Ä/#:9#..55.#$5Ä/#:10Ä5+6'51+.5#0&Ä%.#; )4172++#557/'&JGS25((6 #%6+8'JGS25((6 #6Ä4'56+(24'&1/+0#6'.;%.#;51+.5#4'(170&$#%-(+..Y5#0&(7..*'+)*6$#%-(+..51+.5#0& )4172+61$'75'&9*'4'016'&JGS25((6 #%6+8'JGS25((6 #6Ä4'56#..19#$.'51+.$'#4+0)24'5574'25( #557/'&5647%674#.56''.95'%6+105Ä#56/# ([-5+#0).'5/+5%Ä#56/# ([-5+2+2'5Ä#56/#)T$ ([-5+67$'5Ä#56/#)T$ ([-5+.1#&5411(.+8'.1#&25( 5019411(&'#&.1#&25((.114.+8'.1#&25((.114&'#&.1#&25(%10%4'6'(.114.+8'.1#&25( 14.$%10%'064#6'&%10%4'6'(.114&'#&.1#&25( 6122+0)%1&'5/+00'516#4'5+&'06+#.%1&'24'%#562.#0-52#0Ä6;22418+&'56''..+06'.#55*190+05524'%#566;29#../#;$'12'0$'.192.#0-#66*+512'0+0)Ä2418+&'911&*'#&'4(4#/+0)#&,#%'062.#0-615722146911&(4#/+0)#$18'$;5722.+'44'/#+0+0)(170&#6+109#..561$'%105647%6'&+0#%%14&#0%'9+6**#0510)4172(170&#6+10)7+&'/+05.#$Ä10Ä)4#&' *14+<$#4"6121(56'/9#..%10%4'6'2.#0-Y/#:#8)%10%4'6'6122+0) /#:52#0#2241:Ä17661176ZÄ&19'.5"1%&4+..'&+0 )4176'&51.+&$;24'%#56'4#..9#..5/+02.#0-.'&)'ZÄ&19'.5"1% /+0'/$'&9+&'Z&''2/+0%10%4'6'564+2(116+0)%'06'4'&70&'49#..Ä.19'4#54'37+4'&(14(41562416'%6+10Ä/#;$'4'3&#4170&(7..2'4+/'6'41(.19'4)#4#)'ZÄ&19'.5"1%Ä%'06'4#62.#0-.'&)'#0&*11-#54'37+4'&#64'&7%'&56'/*'+)*6#618'4*'#&&1145*14+<$#45"1%8'46+%#.$#45126+105Y%10%4'6'9#..$#45"1%14$#45"1%/+0%+2%10%4'6'9#../+09+&6*Z/#:*'+)*656'/9#../+0*'+)*64'3&#6/#+0.'8'.18'4*'#&&1149#..5'%6+105(170&#6+109#..5722146+0)24'%#562.#0-/'/$4#0'$;16*'45/+05.12')4#&'#9#;(41/(170&#6+10Ä9Z56''.$'#/Y$'#4+0)#6'#%*'0&*'#&'4615722146911&(4#/+0)$;5722.+'4#&'37#6'(.#5*+0) 9#6'42411(+0)$;16*'45/'/$4#0'$;16*'45.+06'.5'%6+1056''..+06'.5722146+0)24'%#562.#0- Ä/#:%.'#452#05(170&#6+109#..$';10&5''5ɒZZ56''.#0).'Y$'#4+0)'#%*'0&14%10%4'6'2.#0-Y/#:#8)%10%4'6'6122+0) /#:52#0#2241:Ä1766117614*55ZZ56''.67$'Y$'#4+0)'#%*'0&016'58'46+%#.4'+0(14%'/'06/#;$'4'&7%'&61$#45"1%#.10)5+&'9#..59+6*)4#&'#/+0+/7/1(Ä$'.196121(9#..#0&5*#4'&9+6**175'$#5'/'06+056#.. #&&+6+10#.8'46+%#.$#4(7..*'+)*6'#%*5+&'1(9#..12'0+0)5#0%*14$1.65 /+0'/$'&"1%/#:(4#/'9#..#$18'2#46+#..19'4.'8'.2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0 Alignment - Section HORZ. SCALE: 1"=1' VERT. SCALE: 1"=1' 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: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES 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 III.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: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ 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: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 10/22/20 DJM X