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Home My WebLink AboutLA200347 - 17939 Everglade Cir 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: GRADE LINESVERIFY ALLTO BE S.P.F. #2 OR BETTER*ALL DOOR & WINDOW HEADERSRESIDENCE FOR:cPlanco MN, Inc.modified or used in any redesign without the priormay not be assigned or copied, and may not bemay not be re-used for any additional structures,structure. Planco MN reserves all rights. These planslicense is granted to use these plans to build oneCopyright for these drawings is owned by Planco MN,written consent of Planco MN, Inc. LANCE & KATHY BREYER STONE COTTAGE CONSTRUCTION, INC.#21-096SMA15202117939 EVERGLADE CIRCLE, LAKEVILLE LOT 2, BLOCK 2, KNOB HILL OF LAKEVILLE 3RD ADDITION FRONT ELEVATION 1/4" = 1'-0" 12x12 BOXEDCOLUMN8128128127127127127124" VINYLVINYLSIDINGSTONECAPSTONE4" VINYL1'-6"18x8 OVH. DR.10x8 OVH. DR.VINYL B & B9' POURED FOUNDATION10' CEILING @ FIRST FLOORTOTALBSM'T1st FLR.1,719 SQ. FT.1,175 SQ. FT.2,894 SQ. FT.VINYL SIDINGALL SIDESVINYL B & BFRONT ONLYSTONE AS SHOWNFRONT & RIGHT SIDESTONEON JOGMARVINWINDOWSWDW. GRIDS AS SHOWNFRONT ONLYALUM. SOFFIT & FASCIAALL SIDESTRIMTRIM RIGHT ELEVATION 1/8" = 1'-0" VINYLCORNERS812812812712SIDINGVINYL SIDINGVINYL 1'-9"1'-0"4/12 REAR ELEVATION 1/8" = 1'-0" VINYLCORNERSSIDINGVINYL 8128127121'-0"1'-6" LEFT ELEVATION 1/8" = 1'-0" 712712812VINYLCORNERSSIDINGVINYL VINYLSIDING1'-9"Guardrail still required on porch with EZ BreezeWindows for when the windows are open!Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/21/2022dmathews cPlanco MN, Inc.#21-09625SMA2021 BASEMENT PLAN 1/4" = 1'-0" 9' POURED FOUNDATION10"UP 16 R UNEXCAVATED 2" LEDGE2668286828682-2x102-2x1042"24682-2x10WHFURNF.D.92%*CARPET FAMILY/REC ROOM *UNFINISHED MECH/STORAGE *UNFINISHED STORAGE (2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.52'-0" 32'-0"20'-0" 30'-0"2'-0"64'-0"36'-0"28'-0"14'-0"22'-0"10'-6"4'-0" 2'-6" 4'-0"2'-6"4'-0" 8'-0"2" LEDGE1'-0"27'-0"6'-6" 2'-6"17'-6"WALKOUTLOOKOUT 8'-6"8'-6"3'-8" I.D.7'-0"1'-8"4'-0"4'-4" 10'-0"15'-10"11'-6"TREATED 2x8 12" O.C. 6'-6"TRT. 3-2x10 FLUSH11 7/8" LSLJOISTS 11 7/8" I JTS. 19.2" O.C. 11 7/8" I JTS. 19.2" O.C. 11 7/8" LSL JOISTS 6'-8"11'-8"*L.V.T.F BEDROOM #4 BEDROOM #3 *CARPET*CARPET24682-2x10 W.I.C. *CARPET),1,6+('64)7127,1&/8',1*67$,56483624x24LIN.1 PIECE FIB.SUMP2x62x4 - 16" O.C.TRT. 4x4 CURB16x8 FTG.RADONVENT2'-6"1-11 7/8" LSLFLUSH1-11 7/8" LSLFLUSH20'-0"9/0x5/0 SL3-11 7/8" LSL6/0x5/0 SL2-2x102-2x105/0x4/0 SL LOOKOUT 2-9 1/2" LSL6068 P.D.28'-6"13'-4"56'-0"14'-2"50682668GASF.P.12'-0"TRT. 3-2x12 FLUSHTREATED 2x10 16" O.C. TRT. 2-2x10 FLUSH TRT. 2-2x10 FLUSH6'-0"11'-2"11'-4"5'-5"6'-0"6/0x5/0 SL2-9 1/2" LSL7'-2"6'-2"6'-2"8'-0"2'-0" 2'-0"3'-8"10'-0"LOOKOUT WALKOUTWALKOUT6'-0"T.V. WALL 12'-0" 36'-0"15'-6"2'-0"4'-0"16'-10"15'-2"2'-0"5'-6"8'-4"TRENCH DRAIN4'-0"SmokeCOSmokeCOSmokeSmoke24" MinimumDiameter(Typ)BWPsAbove3333UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. cPlanco MN, Inc.#21-09635SMA2021 FIRST FLOOR PLAN 1/4" = 1'-0" 1,719 SQ. FT.10' CEILING @ FIRST FLOOR18x8 OVH. DR.LIN.48"48"24"2880246830803/0x6/0 SHTEMPTOP @ 8'24803'-0"2-2x105'-0" TUB & SHOWER 1 PIECE FIB.36"4'-6"4'-10"208026683080 C.O. FOYER *WOOD*4" CONC. FLOOR GARAGE *2x6 WALLS2868FIREDOOR2468246812" SH'SPANT.*WOODOVENDBL.REF'G 36"30" COOTOPW/ HOOD4'-0"16" S.B.2'-2"2x62x228'-6"13'-4"12'-0"2'-2"56'-0" WOOD PORCH 2/0x3/6 SHTOP @ 8'2-2x10*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM *CARPET MASTER BEDROOM *WOOD/L.V.P. OFFICE/BEDROOM #2 *WOOD/L.V.P. W.I.C. *WOOD LNDRY *C.T.*C.T.*WOOD MUD RM *WOOD W.I.C. *L.V.T.FFF3'-6"2x6DN16 RTRUSSES 24" O.C.TRUSSES24" O.C.TRUSSES 24" O.C. TRUSSES 24" O.C. 10"3/6x6/6-3 FX3-2x1036'-0"3/0x2/0 FXTOP @ 9'7'-0"6'-4"6'-0"8'-4"3-2x106080 P.D.6/0x5/0 SL2-2x106'-2"5'-10"52'-0" 32'-0"20'-0" 12'-1"5'-5"2'-6"30'-0"2'-0"64'-0"36'-0"28'-0"14'-0"22'-0"10'-6"5'-8"4'-4"3'-8"3'-10"3'-8" I.D.3'-10"7'-0"1'-8"4'-0"2'-4"4'-0" 2'-6" 2'-0"6'-3"7'-9"11'-0"11'-0"4'-0"2'-6"4'-0" 8'-0" 10'-8"4'-4" 9'-10"5'-6"8'-0"4'-6"9'-0"8'-11"8'-4" 4'-4"2-7 1/4" LSL*WOOD3068 C.O.*WOODRAIL2-2x102'-6"2'-8"TOP @ 8'3"3"TOP @ 7'-4"2-2x1012x12 BOXEDCOLUMNRADONVENT2-7 1/4" LSL 1/2 WALL W/ WD. CAP 2-2x103/0x2/0 FXTOP @ 9'2-2x10 CAB. ENDPANEL26682668WD16'-2" 20'-0"*DECKORATORS DECKINGLEGS3/6x6/0-3 FX3-2x10TOP @ 8'3"3"6'-0"10x8 OVH. DR.2'-0" 2'-0"14'-2"*EZE BREEZE WDWS. PORCH TRUSSES24" O.C.17'-6"TRENCH DRAIN12'-0"12'-0"SOUNDINSULATIONMICRO 8'-0" CAB.98"x47"C. TOP15'-6"2'-0"2468PKT.28804848*C.T.2468PKT.2'-7"2468 C.O.2/0x3/6 SHTOP @ 8'2-2x102'-0"4'-0"16'-10"15'-2"6'-112"10'-812"2'-614"6'-0"2'-214"3'-734"2'-534"3'-8"6'-912"2x66'-612"4'-9"6'-0"4'-9"3/0x2/0 FXTOP @ 9'2-2x10 2-11 7/8" LSL 2-11 7/8" LSL 2-11 7/8" LSL4'-0"1'-0"6'-8"9'-2"SmokeCOSmokeSmokeSmokeCOCS-PF1777PFHPFHPFHHold-down-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(3)11-7/8 LVL(2)11-7/8 LSL(2)9-1/2" LSL(2)9-1/2" LSL cPlanco MN, Inc.#21-09645SMA2021 CROSS SECTION 3/8" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-21 INSUL.10'-118"3 1/2" CONC. FLOORR-20 SPRAY FOAM1/2" GYP. BD.VB11 7/8" I JTS. @ 19.2" O.C.9'-0" POURED WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE2x6- 16" O.C.34'-0"5/8" GYP. BD.W/ V.B.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.SIDINGSHEATHING(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.WATERPROOFINGGRADE6'-0"6'-6"R-10 W/ <2.6 ACHINSUL.TRT. 2x8 JTS. @ 16" O.C.24x24 FROSTFOOTING12x16 PIERFOOTINGTRT. 3-2x10TRT. 6x6 POST GREAT ROOM HOUSEWRAPHOUSEWRAPTREX DECKING10"7 7 16"21'-4"12'-8"ENERGY HEELFASCIAALUM. ALUM.SOFFITVENTED1'-9"W.I.C.WALL2-7 1/4" LSL4'-0"5/8" GYP. BD.1-11 7/8" LSL50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"71212x12 BOXED COL.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSDRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSPOURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS ROOF PLAN 1/8" = 1'-0" 1247128128127128127128128127128127121'-9"1'-9"1'-6"1'-6"1'-9"1'-0"8128121'-6"1'-0"7/12124 cPlanco MN, Inc.#21-09655SMA2021 CROSS SECTION 3/8" = 1'-0" SHEATHINGSIDING1-2x6 TREATEDR-20 SPRAY FOAMR-21 INSUL.10'-118"3 1/2" CONC. FLOORR-20 SPRAY FOAM1/2" GYP. BD.VB11 7/8" I JTS. @ 19.2" O.C.9'-0" POURED WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE2x6- 16" O.C.24'-0"5/8" GYP. BD.W/ V.B.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.WATERPROOFING4" CONC. FLOOR GARAGE GRADEPOURED WALL2X6- 16" O.C.28'-0"(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-10 W/ <2.6 ACHINSUL.1/2" GYP. BD. OFFICE HOUSEWRAPSIDINGSHEATHINGHOUSEWRAP BEDROOM #3 MUD ROOM FASCIAALUM. ALUM.SOFFITVENTED1'-9"TRT. 4x4 CURB2x4- 16" O.C.50% ROOF 50% SOFFITROOF VENTS @ 1/300 ATTICVENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES1'-9"7125/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.DRAIN TILE FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS1'-9916"FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSPOURED WALLGRADE2" FOAM758"2" FOAM W/%(9(/512"4'-0"SLOPE TO DRAINFLOOR SYSTEMROOFTRUSSPVC T-FITTINGTO SUPPORTVENT PIPEMIN. 4" OF GASPERMEABLE MATERIAL3 1/2" CONC. SLAB4" PVC VENT PIPESUPPORTSTRAPPINGFLASHINGEXHAUST 10' FROM OPNGS.INTO CONDITIONED SPACESOF BUILDING12" MIN. ABOVE ROOFSEAL6 MIL POLYUNDER SLAB10' OF DRAIN TILEEACH WAY FROMT-FITTING(ROCK) RADON GAS VENT SYSTEM 3/8" = 1'-0" 36" MIN. HT. CLEAR SPACE24" DIA. AROUND VENTPROVIDE ELECTRICALBOX POWER SOURCER-4 MIN. INSUL. VENT PIPE@ UNCONDITIONED SPACE4" MIN. CLEARANCEFOR FUT. FAN BASEMENT PLAN 9' POURED FOUNDATION10"UP 16 R UNEXCAVATED 2" LEDGE2668286828682-2x102-2x1042"24682-2x10WHFURNF.D.92%*CARPET FAMILY/REC ROOM *UNFINISHED MECH/STORAGE *UNFINISHED STORAGE (2) TRT. 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.50'-0" 26'-6"23'-6" 24'-6"2'-0"68'-0"40'-0"28'-0"20'-0"20'-0"10'-6"4'-0" 2'-6" 4'-0"2'-6"4'-0" 8'-0"2" LEDGE1'-0"27'-0"6'-6" 6'-0"17'-6"WALKOUTLOOKOUT 8'-6"8'-6"3'-8" I.D.7'-0"1'-8"4'-0"4'-4" 10'-0"15'-10"11'-6"TREATED 2x8 16" O.C. 6'-6"TRT. 3-2x10 FLUSH11 7/8" LSLJOISTS 11 7/8" I JTS.19.2" O.C. 11 7/8" I JTS. 19.2" O.C. 11 7/8" LSL JOISTS 6'-8"11'-8"*L.V.T.F BEDROOM #4 BEDROOM #3 *CARPET*CARPET24682-2x10 W.I.C. *CARPET483624x24LIN.1 PIECE FIB.SUMP2x62x4 - 16" O.C.TRT. 4x4 CURB16x8 FTG.RADONVENT2'-6"1-11 7/8" LSLFLUSH1-11 7/8" LSLFLUSH18'-0"9/0x5/0 SL3-9 1/2" LSL6/0x5/0 SL3-2x102-2x105/0x4/0 SL LOOKOUT 2-2x106068 P.D.28'-6"13'-4"56'-0"14'-2"50682668GASF.P.12'-0"TRT. 3-2x12 FLUSHTREATED 2x10 16" O.C. TRT. 2-2x10 FLUSH TRT. 2-2x10 FLUSH6'-0"11'-2"11'-4"5'-5"6'-0"6/0x5/0 SL3-2x107'-2"6'-2"6'-2"8'-0"2'-0" 2'-0"3'-8"10'-0"LOOKOUT WALKOUTWALKOUT10'-0"T.V. WALL TRENCH DRAIN12'-0" 36'-0"12'-6"5'-0"4'-0"16'-10"15'-2"2'-0"5'-6"8'-4"22'BWL 13'3'3'3' FIRST FLOOR PLAN 10' CEILING @ FIRST FLOOR16x8 OVH. DR.LIN.48"48"24"2880246830803/0x6/0 SHTEMPTOP @ 8'24803'-0"3-2x105'-0" TUB & SHOWER 1 PIECE FIB.36"4'-6"4'-10"208026683080 C.O. FOYER *WOOD*4" CONC. FLOOR GARAGE *2x6 WALLS2868FIREDOOR2468246812" SH'SPANT.*WOODOVENDBL.REF'G 36"30" COOTOPW/ HOOD3'-6"16" S.B.2'-2"2x62x228'-6"13'-4"12'-0"2'-2"56'-0" WOOD PORCH 2/0x3/6 SHTOP @ 8'2-2x10*WOOD DINING KITCHEN *WOOD*WOOD GREAT ROOM *CARPET MASTER BEDROOM *WOOD/L.V.P. OFFICE/BEDROOM #2 *WOOD/L.V.P. W.I.C. *WOOD LNDRY *C.T.*C.T.*WOOD MUD RM *WOOD W.I.C. *L.V.T.FFF3'-6"2x6DN16 RTRUSSES 24" O.C.TRUSSES24" O.C.TRUSSES 24" O.C. TRUSSES 24" O.C. 10"3/6x6/6-3 FX3-2x1036'-0"3/0x2/0 FXTOP @ 9'7'-0"6'-4"6'-0"8'-4"2-2x106080 P.D.6/0x5/0 SL2-9 1/2" LSL6'-2"5'-10"50'-0" 26'-6"23'-6" 12'-1"5'-5"6'-0"24'-6"2'-0"68'-0"40'-0"28'-0"20'-0"20'-0"10'-6"5'-8"4'-4"3'-8"3'-10"3'-8" I.D.3'-10"7'-0"1'-8"4'-0"2'-4"4'-0" 2'-6" 2'-0"10'-3"9'-9"10'-0"10'-0"4'-0"2'-6"4'-0" 8'-0" 10'-8"4'-4" 9'-10"5'-6"8'-0"4'-6"9'-0"8'-11"8'-4" 4'-4"3-7 1/4" LVL*WOOD3068 C.O.*WOODRAIL3-2x102'-6"2'-8"TOP @ 8'3"3"TOP @ 7'-4"2-2x1012x12 BOXEDCOLUMNRADONVENT2-9 1/2" LSL 1/2 WALL W/ WD. CAP 2-2x103/0x2/0 FXTOP @ 9'2-2x10 2-11 7/8" LSLCAB. ENDPANEL26682668WD16'-2"18'-0"*TREX DECKINGLEGS3/6x6/0-3 FX3-2x10TOP @ 8'3"3"10'-0"16x8 OVH. DR.2-11 7/8" LSL2'-0" 2'-0"14'-2"*EZE BREEZE WDWS. PORCH TRUSSES24" O.C.17'-6"TRENCH DRAIN12'-0"12'-0"SOUNDINSULATIONMICRO 8'-0" CAB.98"x47"C. TOP12'-6"2'-0"2468PKT.28804848*C.T.2468PKT.2'-7"2468 C.O.2/0x3/6 SHTOP @ 8'2-2x105'-0"4'-0"16'-10"15'-2"6'-112"10'-812"2'-614"6'-0"2'-214"3'-734"2'-534"3'-8"6'-912"2x66'-612"3'-9"5'-0"3'-9"SH'S 3/0x2/0 FXTOP @ 9'2-2x10 25'25'20'45'BWL 2BWL 3BWL 4BWL 5BWL 6BWL 73'3'3'SEE DETAIL 3/PF-1SEE DETAIL 1/PF-1SEE DETAIL 2/PF-110'7'7'4'6'17'2'-6"3'3'5'4' Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB GB BWL 1 2 3 4 5 6 7Spacing - ft 22 25 25 25 20 45 45Level 2 1 1 1 1 1 1Length req'd- ft 7 4.3 8 4.3 3.5 13.8 6.8per Table R602.10.3(1)Adjustments:Exposure 1.2 1.2 1.2 1.2 1.2 1.2 1.2Eave to ridge Height 1.13 1.26 1.26 1.26 1.26 1.26 1.26Wall Height 0.95 1 1 1 1 1 1# of BWL 1 1.3 1.3 1.3 1.3 1.3 1.34" Gyp WB w.block joints1 1 1 1 1 1 1Adjusted Length 9.0 8.5 15.7 8.5 6.9 27.1 13.4Breyer Residence17939 Everglade Circle, Lakeville, MN Sheet Start Joist Layout Here. 19.2" o/c Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 3 Simpson MIU4.75/11 20- 10dx1.5 - 2- 10dx1.5 No Products PlotID Length Product Plies Net Qty TJI Blocking 29' 6 3/4" 11 7/8" TJI 210 joist 1 1 F24' 24' 0" 11 7/8" TJI 210 joist 1 8 F18' 18' 0" 11 7/8" TJI 210 joist 1 8 R26' 26' 0" 11 7/8" TJI 360 joist 1 4 R22'-2 22' 0" 11 7/8" TJI 360 joist 2 6 R20' 20' 0" 11 7/8" TJI 360 joist 1 11 TS1 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8 TS2 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS3 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4 TS4 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 TS5 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4 TS6 6' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS7 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 14 3-2x12 Trtd. 12' 0" 2 X 12 SP No.1 P 3 3 Wall Framing PlotID Length Product Plies Net Qty TSHd1-3 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 6' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd4-2 3' 0" 2 x 10 SPF No.1/No.2 2 4 CS CS CS CS CS BBOHd3-2 BBOHd3-2 BBOHd4-2 BBOHd4-2 TSHd2-2 BBOHd1-2 TSHd1-3TSHd2-2 BBOHd2-2TS7TS7 TS2TS6TS4RimRimRimRimRimRimRimRimRimRimRimRim Rim Rim Rim Rim Rim Rim Rim Rim Rim Rim TJI BlockingTJI Blocking 3-2x12 Trtd. H1 TS3 19.2" O.C. R22'-2 19.2" O.C. TS4 19.2" O.C. TS5 19.2" O.C. R26' 19.2" O.C. F24' 19.2" O.C. R20' 19.2" O.C. F18' 19.2" O.C. TS1 19.2" O.C. LSL Joists in this area LSL Joists in this area 360 Series Joists in this area 3 Trimmers Customer:Job Name:Address/Lot:Stone CottageBreyer17939 Everglade CircleCity, State:Lakeville, MNPlan/Model #:#21-096Job Number:25379Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 2 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:2/18/22Revised By:Jeff D.Revision Date:3/21/22Revision #:3SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Products PlotID Length Product Plies Net Qty M1-3 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 TS1-2 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4 TS3-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS4-2 12' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 TS5-2 4' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-3 12' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd2-3 7' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 12 BBOHd4-2 3' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd3-2 BBOHd3-2 BBOHd2-3 BBOHd3-2 BBOHd3-2 BBOHd3-2 BBOHd3-2 BBOHd4-2BBOHd4-2 TSHd1-2 BBOHd1-3 TSHd2-2 Girder Truss TS4-2TS5-2M1-3 TS1-2TS2-2TS3-2 TS2-2Hipset GirderHipset Girder4-2x6 4-2x6 Customer:Job Name:Address/Lot:Stone CottageBreyer17939 Everglade CircleCity, State:Lakeville, MNPlan/Model #:#21-096Job Number:25379Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 2 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:2/18/22Revised By:Jeff D.Revision Date:3/21/22Revision #:3SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Stone Cottage HVAC Load Calculations for Breyer 17939 Everglade Cir Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Monday, January 31, 2022 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 2 Project Report General Project Information Project Title:Stone Cottage Project Date:Monday, January 31, 2022 Client Name:Breyer Client Address:17939 Everglade Cir Client City:Lakeville,mn Company Name:Lofgren Heating Company Representative:Randy Andrews Company Address:5708 Upper 147th Street West Company City:Apple Vallley, MN 55124 Company E-Mail Address:rrandrews@lofgrenheating-ac.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces Southeast Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Elevation Sensible Adj. Factor:1.000 Elevation Total Adj. Factor:1.000 Elevation Heating Adj. Factor:1.000 Elevation Heating Adj. Factor:1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 80%n/a 72 n/a Summer:88 72 47%50%75 29 Check Figures Total Building Supply CFM:1,135 CFM Per Square ft.:0.332 Square ft. of Room Area:3,414 Square ft. Per Ton:1,382 Volume (ft³) of Cond. Space:30,726 Building Loads Total Heating Required Including Ventilation Air:45,990 Btuh 45.990 MBH Total Sensible Gain:24,565 Btuh 83 % Total Latent Gain:5,086 Btuh 17 % Total Cooling Required Including Ventilation Air:29,650 Btuh 2.47 Tons (Based On Sensible + Latent) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\ ...\17939 EVERGLADE LAKEVILLE RAMBLER 01312022.rhv Monday, January 31, 2022, 11:32 AM Builders Associaton of Minnesota version 101014 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring Location (or future location) of Fan: Other Please Describe Here x 10/15 x x x 20 x 20 x 21 x 49 x x 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: 70,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code x Passive Low: Other, describe: x Low: Location of fan(s), describe: Cfm's 4" " round duct OR Flex " metal duct ML193UH070 Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 3 Ton50 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 200CFM 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): 24,565Residential Load Calculation SEER /EER Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 Seer Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 13ACXN042-230 Model Heating System Natrual Gas Lennox Fiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.22 Describe other insulated areas Fiberglass, BlownTHERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not ApplicableAttic Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.30 Appliances Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 45,990 Heating Gain Cooling Load Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Place your logo here New Construction Energy Code Compliance Certificate Name of Residential Contractor Stone Cottage Construction Inc. MN License Number Lakeville17939 Everglade Cir BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 29,650 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat 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 3/4/22 Y AM