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HomeMy WebLinkAboutLA202972 - 5914 Upper 179th 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 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: 5914 UPPER 179TH ST W, LAKEVILLE*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERwritten consent of Planco 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,Planco MN, Inc.cKNOB HILL MODEL #4#22-025SMA172022STONE COTTAGE CONSTRUCTION, INC. LOT 6, BLOCK 3, KNOB HILL OF LAKEVILLE FRONT ELEVATION 1/4" = 1'-0" 12x12 BOXED COL.9x7 OVH. DR.16x7 OVH. DR.WOOD PORCHVINYLB & BVINYLB & BVINYLB & B8128126126126124" TRIMVINYLSIDINGVINYLSIDING4" TRIM1'-6"VINYL B & BFRONT ONLYSTONE AS SHOWNFRONT & SIDES4" VINYL TRIMFRONT ONLYSIMONTON WINDOWSWDW. GRIDS AS SHOWNFRONT ONLYALUM. SOFFIT & FASCIAALL SIDESTOTAL2nd FLR.1st FLR.1,206 SQ. FT.1,201 SQ. FT.2,407 SQ. FT.9' CEILING @ FIRST FLOOR9' POURED FOUNDATIONWRAPSTONE 24"STONE CAP4" VINYL SIDINGALL SIDESTOTALBSM'T849 SQ. FT.3,256 SQ. FT. LEFT ELEVATION 1/8" = 1'-0" WRAPSTONE 24"SIDINGVINYL VINYLCORNERS1'-0"1'-4"1268/12126 RIGHT ELEVATION 1/8" = 1'-0" WRAPSTONE 24"SIDINGVINYL SIDINGVINYL VINYLCORNERS2'-0"1268128/12 REAR ELEVATION 1/8" = 1'-0" WDW. WELLEGRESSSIDINGVINYL VINYLCORNERS1'-0"1261266' LEDGERSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode06/14/2022dmathews Planco MN, Inc.C#22-025SMA272022 BASEMENT PLAN 1/4" = 1'-0" 9' POU UP 16 R UNEXCAVATED 266828682-7 1/4" LSLWHFURNF.D.92%SUMP10"*CARPET FAMILY/REC RM *UNFINISHED MECH/STORAGE 54'-0"4'-0"50'-0"11'-0"39'-0"42'-0" 22'-6"19'-6" 20'-6"2'-0"54'-0"31'-0"23'-0"11'-0"20'-0"11'-0"11'-0" 42'-0"9'-0"4'-0"26'-6"33'-0"19'-9"13'-3"11'-2"11'-10"4'-6" TREATED 2x8 16" O.C.TRT. 3-2x10 FLUSH(2) 6x6 POSTON 12x16 PIER FTG.24x24 FROST FTG.9' POURED FOUNDATION2x4 - 16" O.C.TRT. 4x4 CURB16x8 FTG.4'-6"15'-6" 11 7/8" I JTS. 19.2" O.C. 11 7/8" I JTS. 19.2" O.C. 11 7/8" I JTS. 16" O.C.4'-6"11'-4"11'-8"SD/CO2'-0" 12'-6"7'-0"12'-0"11'-0"1-11 7/8" LSLFLUSH1-11 7/8" LSLFLUSH3-9 1/2" LSL9/0x4/0 SLLOOKOUT2-2x105/0x3/6 SL483436"24687'-0"4'-0"7'-10"26684'-10"2468*CARPET BEDROOM SD*CARPET W.I.C. *VINYLF2x610'-0" 3'-6" 6'-6"11'-4"15'-0"”),1,6+('64)7TREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERSTREATED 4x6 CURB2x6 - 16" O.C.FTG. SIZE BY OTHERS6'-3"9'-9"11 7/8" I JTS. 16" O.C.UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.SmokeCOWithin 10' ofbedroom. Planco MN, Inc.C#22-025SMA372022 FIRST FLOOR PLAN 1/4" = 1'-0" 1,206 SQ. FT.9' CEILING @ FIRST FLOOR3068SLSL15'-6"2468GASF.P.UP 17 RDN16 RRAILRAIL16" SH'S2068CHASE10" S.B. REF'GPANTRY*WOOD2868 C.O.24682468PED2868FIREDOOR 9x7 OVH. DR.16x7 OVH. DR. FOYER *WOOD*WOOD DINING KITCHEN *WOOD OFFICE *CARPET*WOOD GREAT ROOM *4" CONC. FLOOR GARAGE GIRDERGIRDER*2x6 WALLS20" FLR.TRUSS 24" O.C. 20" FLR.TRUSS 24" O.C. 20" FLR.TRUSS 24" O.C.27'-0"2-9 1/2" LSL6/0x6/10 P.D.3-9 1/2" LVL9/0x5/0 SL2-2x104/0x4/0 FX*VINYL W.I.C. *VINYLF*VINYLTOP @ 7'-6"2-2x103/0x2/0 FX2-2x102/6x4/0 SHRAIL6/0x5/0 SL2-2x10 TREX PORCH 54'-0"4'-0"50'-0"11'-0"39'-0"12'-0"6'-6"5'-6"6'-0"11'-3"9'-9"5'-8"5'-4"4'-0"1'-8"2'-9"2'-7"42'-0" 22'-6"19'-6" 7'-0"12'-6"20'-6"2'-0"54'-0"31'-0"23'-0"11'-0"20'-0"5'-11"5'-1"10'-0"10'-0"11'-8"11'-10"2'-10"11'-0"11'-0" 4'-10"4'-10"2x62x642'-0"9'-0"13'-0"20'-0"WALLEDGE3'-7"12'-10"3'-7"6'-9"6'-6"6'-9"1'-8"4'-6" 5'-6"5'-6" CAB.4'-0"3'-0"4'-1"4'-9"4'-0"26'-6"5'-8"5'-6"4'-10"10'-6"2-7 1/4" LSL11'-2"4'-0"12x12 BOXED COL.ON 18x18x42STONE BASE24" CANT.12" CANT.2-9 1/2" LSL6'-0"6'-4"6'-2" REF'G RECESS 4'-0" I.D.SD/CO33'-0"TRUSSES24" O.C.TRUSSES 24" O.C. TRUSSES 24" O.C.2-2x105'-6"BURY 1RISERS3/0x2/0 FX2-2x10 3/0x2/0 FX2-2x10 10"TRUSSES 24" O.C. GIRDER F.T. W/ GIRDER LOAD ABOVE 17'-8"11'-8"4'-6"SD/CO2'-0"2-11 7/8" LSL DROPPED6' LEDGER(2) STUDS2-2x10FLUSH12'-0"11'-0"9,829#LSL TOP PLT.(4) STUDS2-11 7/8" LSL3-11 7/8" LSL10,065#LSL TOP PLT.(4) STUDS2x62x620" FLR.TRUSS24" O.C. 1'-4"26682668MICROHOOD VENTEDBWPsAbove 5x5 PSL per lumber plan6666663553810PFHPFHPFHHold-down Planco MN, Inc.C#22-025SMA472022 SECOND FLOOR PLAN 1/4" = 1'-0" 1,201 SQ. FT.DN17 R5'-0" TUB & SHOWER 1 PIECE FIB.LIN.20682468266860"5068506826682868WDWALLHUNG LT6/0x5/0 SL2-2x105/0x3/6 SL2-2x102/6x3/6 SH2-2x1050686034246824682468 C.O.2-2x102/6x4/0 SH2-2x103/0x5/0 SH2-2x103/0x5/0 SH3-2x106/0x5/0 SL26682668*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*VINYL*C.T.*C.T.39'-0"9'-6"15'-0"2'-6"12'-0"5'-5"4'-1"2'-2"10'-8"2'-2"5'-10"6'-2"33'-0" 13'-0"20'-0" 5'-8"6'-4"8'-0"6'-0"33'-0"13'-0"8'-0"12'-0"6'-0"6'-0"4'-0"4'-0"6'-6"6'-6"GIRDERGIRDER3'-2"5'-5"6'-8"3'-0"3'-10"4'-0" I.D.15'-6"10"1/2 WALLW/ WD. CAP8'-1"33'-0"11'-0"2'-6"6'-6"13'-0"2x62x62x62x6FFFSD/COSDSDSD2668SDACCESS ATTIC TRUSSES 24" O.C. TRUSSES24" O.C.3'-8"7'-5"8'-10"8'-0"12'-6"4"1'-0"2x68'-8" 10 3 16"LIN.16682'-0"1'-5"2'-6"3'-4"96"*12" BOX VAULT2'-0"10'-8"2'-0"2'-0"2'-0"FIB. BASE C.T. WALLS TemperTemper2222222222222222-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). Planco MN, Inc.C#22-025SMA572022 CROSS SECTION 3/8" = 1'-0" 9'-11 8"3/4" T & G FLOOR “CURB2X6- 16" O.C.TREATED 4x63 1/2" CONC. FLOOR8'-11 8"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOORVBR-21 INSUL.W/ V.B.5/8" GYP. BD.VB2'-0"1'-0"R-20 SPRAY FOAM20" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDDRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAMENERGY HEEL6'-6"(DESIGNED BY MFR)TRUSSES @ 24" O.C.DECKING2x8 JTS. @ 16" O.C.TRT. 6x6 POSTGIRDERR-20 SPRAY FOAM2-7 1/4" LVL1261'-4"6'-0"5916"R-30 INSUL.MIN.PROOFINGWATERR-10 W/ <2.6 ACHINSUL.24x24 PADFOOTING12x16 PIERFOOTINGTRT. 3-2x10GRADEVENTEDSOFFITFASCIAALUM. ALUM.TRT. 6x6 POSTSIDINGSHEATHING7/16" OSBHOUSE WRAP2X6- 16" O.C.FASCIAALUM. ALUM.SOFFITVENTED1/2" SHTG.15# FELTSHINGLES2'-0"ENERGY HEEL612ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFIT2'-0"31'-0" OFFICE GREAT ROOM BEDROOM #2 BEDROOM #4 FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS11 7/8" I JTS. @ 16" O.C.WATER PROOFINGPOURED WALLGRADER-10 RIGID INSUL.DRAIN TILE R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.5/8" GYP. BD. Planco MN, Inc.C#22-025SMA67202217 RISERS16 RISERS 4" CONC. FLOOR GARAGE GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS CROSS SECTION 3/8" = 1'-0" 9'-11 8"3/4" T & G FLOOR “3 1/2" CONC. FLOOR8'-11 8"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.R-49 INSUL.2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.3/4" T & G FLOORVBR-21 INSUL.W/ V.B.5/8" GYP. BD.VBR-20 SPRAY FOAMR-20 SPRAY FOAM20" FLOOR TRUSSES @ 24" O.C.PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE R-20 SPRAY FOAMR-20 SPRAY FOAM10'-31 4"(DESIGNED BY MFR)TRUSSES @ 24" O.C.31'-0"9'-0"1/2" GYP. BD.SILL PLATE1-2x6 TREATEDPROOFINGWATERR-10 W/ <2.6 ACHINSUL.DRAIN TILE GRADESIDINGSHEATHING7/16" OSBHOUSE WRAPSIDINGSHEATHING7/16" OSBHOUSE WRAPR-30 INSUL.MIN.W/ V.B.5/8" GYP. BD.(DESIGNED BY MFR)TRUSSES @ 24" O.C.FASCIAALUM. ALUM.SOFFITVENTED1/2" SHTG.15# FELTSHINGLES2'-0"612ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFITENERGY HEELGIRDERENERGY HEELGIRDER2'-0"13'-0"CURB2X6- 16" O.C.TREATED 4x62X6- 16" O.C.6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS BEDROOM #3 DINING PER CODEWALL W/ REBAR9'-0" POUREDFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECSFOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS77 16"11 7/8" I JTS. @ 19.2" O.C.FOUNDATION & FTG.SIZES & DETAILSPER ENGINEER SPECS1'-0"2'-0"15'-6"2'-0" MASTER BEDROOM 75 8" Planco MN, Inc.C#22-025SMA772022FLOOR 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. FAN7'-97 8"6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADS16 RISERS 17 RISERS 7'-7 3 16" CROSS SECTION 3/8" = 1'-0" 10"77 16"10"75 8" FIRST FLOOR PLAN 1,206 SQ. FT.9' CEILING @ FIRST FLOOR3068SLSL15'-6"2468GASF.P.UP 17 RDN16 RRAILRAIL16" SH'S2068CHASE10" S.B. REF'GPANTRY*WOOD2868 C.O.24682468PED2868FIREDOOR 9x7 OVH. DR.16x7 OVH. DR. FOYER *WOOD*WOOD DINING KITCHEN *WOOD OFFICE *CARPET*WOOD GREAT ROOM *4" CONC. FLOOR GARAGE GIRDERGIRDER*2x6 WALLS20" FLR.TRUSS 24" O.C. 20" FLR.TRUSS 24" O.C. 20" FLR.TRUSS 24" O.C.27'-0"2-9 1/2" LSL6/0x6/10 P.D.3-9 1/2" LVL9/0x5/0 SL2-2x104/0x4/0 FX*VINYL W.I.C. *VINYLF*VINYLTOP @ 7'-6"2-2x103/0x2/0 FX2-2x102/6x4/0 SHRAIL6/0x5/0 SL2-2x10 TREX PORCH 54'-0"4'-0"50'-0"11'-0"39'-0"12'-0"6'-6"5'-6"6'-0"11'-3"9'-9"5'-8"5'-4"4'-0"1'-8"2'-9"2'-7"42'-0" 22'-6"19'-6" 7'-0"12'-6"20'-6"2'-0"54'-0"31'-0"23'-0"11'-0"20'-0"5'-11"5'-1"10'-0"10'-0"11'-8"11'-10"2'-10"11'-0"11'-0" 4'-10"4'-10"2x62x642'-0"9'-0"13'-0"20'-0"WALLEDGE3'-7"12'-10"3'-7"6'-9"6'-6"6'-9"1'-8"4'-6" 5'-6"5'-6" CAB.4'-0"3'-0"4'-1"4'-9"4'-0"26'-6"5'-8"5'-6"4'-10"10'-6"2-7 1/4" LVL11'-2"4'-0"12x12 BOXED COL.ON 18x18x42STONE BASE24" CANT.12" CANT.3-9 1/2" LSL6'-0"6'-4"6'-2" REF'G RECESS 4'-0" I.D.SD/CO33'-0"TRUSSES24" O.C.TRUSSES 24" O.C. TRUSSES 24" O.C.2-2x105'-6"BURY 1RISERS3/0x2/0 FX2-2x10 3/0x2/0 FX2-2x10 10"TRUSSES 24" O.C. GIRDER F.T. W/ GIRDER LOAD ABOVE 17'-8"11'-8"4'-6"SD/CO2'-0"2-11 7/8" LSL DROPPED6' LEDGER(2) STUDS2-2x10FLUSH12'-0"11'-0"9,829#LSL TOP PLT.(4) STUDS2-11 7/8" LSL2-11 7/8" LSL10,065#LSL TOP PLT.(4) STUDS2x62x620" FLR.TRUSS24" O.C. 1'-4"26682668MICROHOOD VENTED 20'52'BWL 1BWL 2BWL 4BWL 55'5'3'3'20'BWL 3SEE DETAIL 1/PF-1SEE DETAIL 2/PF-14'10'8'6'6'6'6'6'6' SECOND FLOOR PLAN 1,201 SQ. FT.DN17 R5'-0" TUB & SHOWER 1 PIECE FIB.LIN.20682468266860"5068506826682868WDWALLHUNG LT6/0x5/0 SL2-2x105/0x3/6 SL2-2x102/6x3/6 SH2-2x1050686034246824682468 C.O.2-2x102/6x4/0 SH2-2x103/0x5/0 SH2-2x103/0x5/0 SH3-2x106/0x5/0 SL26682668*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET W.I.C. *CARPET*VINYL*C.T.*C.T.39'-0"9'-6"15'-0"2'-6"12'-0"5'-5"4'-1"2'-2"10'-8"2'-2"5'-10"6'-2"33'-0" 13'-0"20'-0" 5'-8"6'-4"8'-0"6'-0"33'-0"13'-0"8'-0"12'-0"6'-0"6'-0"4'-0"4'-0"6'-6"6'-6"GIRDERGIRDER3'-2"5'-5"6'-8"3'-0"3'-10"4'-0" I.D.15'-6"10"1/2 WALLW/ WD. CAP8'-1"33'-0"11'-0"2'-6"6'-6"13'-0"2x62x62x62x6FFFSD/COSDSDSD2668SDACCESS ATTIC TRUSSES 24" O.C. TRUSSES24" O.C.3'-8"7'-5"8'-10"8'-0"12'-6"4"1'-0"2x68'-8" 10 3 16"LIN.16682'-0"1'-5"2'-6"3'-4"96"*12" BOX VAULT2'-0"10'-8"2'-0"2'-0"2'-0"FIB. BASE C.T. WALLSBWL 6BWL 7BWL 8BWL 936'33'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2' Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB BWL 1 2 3 4 5 6 7 8 9 Spacing - ft 20 20 20 52 52 33 33 36 36Level 2 2 2 2 2 1 1 1 1Length req'd- ft 6.5 12.5 6.5 14.6 14.6 5 5 5.4 5.4per Table R602.10.3(1)Adjustments:Exposure 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3Eave to ridge Height 1 1 1 1 1 1 1 1 1Wall Height 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9# of BWL 1.3 1.3 1.3 1 1 1 1 1 14" Gyp WB w.block joints1 1 1 1 1 1 1 1 1Adjusted Length 10.4 20.1 10.4 18.0 18.0 5.9 5.9 6.3 6.3Knob Hill Model #45914 Upper 179th St W, Lakeville, MN Sheet 16" o/c Start Joist Layout Here. 19.2" o/c 16" o/c 19.2" o/c Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 3 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F20' 20' 0" 11 7/8" TJI 210 joist 1 16 F16' 16' 0" 11 7/8" TJI 210 joist 1 10 TJI Blocking 14' 8 1/2" 11 7/8" TJI 210 joist 1 1 F14' 14' 0" 11 7/8" TJI 210 joist 1 7 TS1 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8 TS2 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8 TS3 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 12 Solid Blocking 2' 0" 3 1/2" x 11 7/8" CS Block 1 3 Solid Blocking 2' 0" 5 1/2" x 11 7/8" CS Block 1 1 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 4' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 BBOHd1-2 6' 0" 2 x 10 SPF No.1/No.2 2 2 CS CS CS CS CS CS CS CS CS CS CS TS3 TS3RimRimRimRimRimRimRim Rim Rim Rim Rim Rim Rim TJI Blocking 17' 4"16' 0" 5' 4" TSHd2-2 TSHd1-2 BBOHd1-2 Solid Blocking Solid Blocking Solid Blocking Solid Blocking 1' 4"2' 0" TS1 16" O.C. F20' 16" O.C. F20' 16" O.C. F14' 19.2" O.C. TS2 19.2" O.C. H1 TS2 16" O.C. F16' 19.2" O.C. 3 Trimmers LSL Joists in this area Joist spacing is different here Joist spacing is different here Joist spacing is different here Customer:Job Name:Address/Lot:Stone CottageKnob Hill Model #45914 Upper 179th St WCity, State:Lakeville, MNPlan/Model #:#22-025Job Number:25579Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 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:5/24/22Revised By:Jeff D.Revision Date:5/25/22Revision #:2SALES 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 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-3 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS3-2 14' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 BBO1-2 6' 0" 2 x 10 SPF No.1/No.2 2 4 Wall Framing PlotID Length Product Plies Net Qty MHd1-3 10' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 3 3 TSHd1-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 BBOHd1-2 8' 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 10 Girder TrussGirder Truss BBO1-2 BBO1-2 MHd1-3 BBOHd1-2 BBOHd2-2 BBOHd3-2 BBOHd3-2BBOHd3-2BBOHd3-2TSHd2-2 TSHd2-2 BBOHd3-2 TS3-2 TS1-2 TS2-3 TSHd1-2 5x5 PSL 3-2x63-2x6 3 Trimmers 2 Trimmers ← Floor Trusses →4-2x6 3-2x62-2x6 Customer:Job Name:Address/Lot:Stone CottageKnob Hill Model #45914 Upper 179th St WCity, State:Lakeville, MNPlan/Model #:#22-025Job Number:25579Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 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:5/24/22Revised By:Jeff D.Revision Date:5/25/22Revision #:2SALES 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 *** Wall Framing PlotID Length Product Plies Net Qty BBOHd2-3 8' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd1-2 8' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 8 Girder Truss Girder Truss BBOHd2-3 BBOHd1-2 BBOHd1-2 BBOHd3-2 BBOHd3-2 BBOHd3-2 BBOHd3-2 3-2x6 3-2x6 3-2x63-2x6 Customer:Job Name:Address/Lot:Stone CottageKnob Hill Model #45914 Upper 179th St WCity, State:Lakeville, MNPlan/Model #:#22-025Job Number:25579Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 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:5/24/22Revised By:Jeff D.Revision Date:5/25/22Revision #:2SALES 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 Stone Cottage 5914 Upper 179th St W Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Thursday, May 12, 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:Thursday, May 12, 2022 Client Name:Stone Cottage Client Address:5914 Upper 179th St W 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 North 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:1,259 CFM Per Square ft.:0.348 Square ft. of Room Area:3,613 Square ft. Per Ton:1,279 Volume (ft³) of Cond. Space:32,517 Building Loads Total Heating Required Including Ventilation Air:55,190 Btuh 55.190 MBH Total Sensible Gain:27,215 Btuh 80 % Total Latent Gain:6,695 Btuh 20 % Total Cooling Required Including Ventilation Air:33,910 Btuh 2.83 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:\ ...\5914 UPPER 179TH ST LAKEVILLE 05122022.rhv Thursday, May 12, 2022, 10:51 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): 27,215Residential 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: 55,190 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 Lakeville5914 Upper 179th St W BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 33,910 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 6/2/22 X PM