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HomeMy WebLinkAboutLA220415 - 5323 177th 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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND LOT 13, BLOCK 2, PHEASANT RUN 7TH ADDITION*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERRESIDENCE FOR:written 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.c5323 177TH ST WEST, LAKEVLLE#23-040SMA182023SHIMOTA PROJECT MANAGEMENT, LLC FRONT ELEVATION 1/4" = 1'-0" 16x8 OVH. DR.9x8 OVH. DR.812812512TOTAL2nd FLR.1st FLR.1,083 SQ. FT.1,164 SQ. FT.2,247 SQ. FT.9' CEILING @ FIRST FLOOR9'-0" POURED CONC. FOUNDATION1'-6"1'-0"VINYL B & BVINYL B & B12x12 BOXED COL.CONC. PORCHSTONEON JOG3'-0"STONECAPSTONE612TOTALBSM'T682 SQ. FT.2,929 SQ. FT.VINYL B & BWDW. TRIMALL SIDESFRONT ONLYVINYL CORNERSANDERSEN 100 SERIESVINYL SIDINGFRONT ONLYFRONT ONLYVINYL B & BSTONE AS SHOWNALL SIDES7/16" OSB SHEATHINGTYVEK HOUSE WRAPWINDOWSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode11/30/2023jnuetzman Planco MN, Inc.C#23-040SMA282023GRADE LINESVERIFY ALL REAR ELEVATION 1/8" = 1'-0" SIDINGVINYL SIDINGVINYL 126812 LEFT ELEVATION 1/8" = 1'-0" SIDINGVINYL SIDINGVINYL 8121261'-0"812 RIGHT ELEVATION 1/8" = 1'-0" SIDINGVINYL 1251'-9"812Secure door closed until deck isconstructed with a separate permit. Planco MN, Inc.C#23-040SMA382023 BASEMENT PLAN 1/4" = 1'-0" 9'-0" POURED FOUNDATIONUP16 R*10" RUFF CUT3'-9"3'-9"SUMPWHFURNF.D.30"x30"x12"CONC. PAD FTG. FAMILY/REC ROOM *CARPET BEDROOM #5 *CARPET MECH/STORAGE *UNFINISHED37'-8" 53'-10"9'-6"51'-10"29'-8"22'-2"24'-6"2'-0"29'-4"52'-0"32'-0"20'-0"16'-2"5'-10"20'-0"12'-0"15'-4"7'-6"14'-10"WALLEDGEWALLEDGE UNEXCAVATED 7'-0"5'-10"4'-2"2" LEDGE22'-6"SD/CO6'-2" 22'-4"19'-0"10'-8"15'-2"4'-6"11 7/8" I JTS.19.2" O.C.11 7/8" LSL19.2" O.C.WALLEDGERADONVENT483442"2'-8"2'-4"2'-8"2'-8"2-2x10 5'-0"2'-10"12'-2"7'-4"3'-6"5'-9" 2-9 1/2" LVL DROPPED 11 7/8" I JTS.19.2" O.C.2-11 7/8" LSLFLUSH2-2x1011 7/8" LSL19.2" O.C.BM. PKT.2-9 1/2" LSLFLUSH22'-2" UNEXCAVATED 5/0x5/0 SL2-2x104" LEDGE4" LEDGE2" LEDGE20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 4" BLK.2x4 - 16" O.C.20x8 FTG.1/2C. - 4" BLK.2x4 - 16" O.C.2'-4"3'-4"2"2"2"2"19'-10"2"2"2"22'-6"2-2x106'-0" P.D.5/0x5/0 SL2-2x105'-4"9'-10"7'-5"7'-1"F*VINYL1 PIECE FIB.2x63'-8" SOFFIT SOFFITSOFFIT SOFFITSD2" FOR R-10 INSUL.BRING FOUNDATION INWALKOUTWALKOUT43(2) 9-1/2" LSL(3)2x10 per EWP PlanUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. Planco MN, Inc.C#23-040SMA482023 FIRST FLOOR PLAN 1/4" = 1'-0" 1,083 SQ. FT.9' CEILING @ FIRST FLOOR38'-0" 54'-0"*4" CONC. FLOOR GARAGE 5'-2"UP17 RDN16 R5'-10"*10" RUFF CUT3'-9"3'-9" 9'-5"9'-6"2-9 1/2" LSL9/0x5/0 SL3-2x106'-0" P.D.9x8 OVH. DR.16x8 OVH. DR. CONC. PORCH 3'-6"REF'G10" S.B.2'-4"*WOOD GREAT ROOM *WOOD DINING KITCHEN *WOOD OFFICE/FLEX RM *CARPET FOYER *WOOD6'-1"7'-6"15'-0"52'-0"30'-0"22'-0"9'-0"7'-3"2'-8"FIREDOOR5'-6" 24'-6"2'-0"22'-6"29'-6"52'-0"32'-0"20'-0"6'-0" 20'-0"9'-6" 9'-0"11'-0" 10'-6"20'-0"12'-0"30" RANGE HOODVENT RAIL18" FLR.TRUSS 19.2" O.C.12x12 BOXED COL.24" CANT.2/6x5/0-2 CSMT2-2x1018" FLR.TRUSS 19.2" O.C. 18" FLR.TRUSS 19.2" O.C.2-2x10WALLEDGEWALLEDGE*WOOD10'-0"10'-0"10'-0"5'-10"6'-2"6'-2"10'-9"6'-0"9'-9"10'-1"3'-11"9"10'-6"8'-9"2-2x102'-0"2x6TRUSSES 24" O.C.GIRDERTRUSSES 24" O.C.SD/CO2x42-11 7/8" LSL FLUSHGIRDER TRUSSES24" O.C.2-11 7/8" LSL2-11 7/8" LSL2-7 1/4" LSL2-7 1/4" LSL2-9 1/2" LSL FLUSH2-2x10 FLUSH4'-6"4'-6"*2x6 WALLS3'-0" CAB.3'-6"2x62x2GIRDER F.T. 3'-11"2'-2" 2/4x4/0 CSMT 2-2x10 6'-8"6'-6" CAB. 3'-6"FRADONVENTMICRO3'-9"3'-9" 5/0x3/0 FX TEMP 2-2x10 GASF.P.1'-8"4'-5"6'-4"4'-3" 10'-6"CHASE2'-4"16" SH'SPANTRY*WOOD16'-0"2x62'-4"2'-0"2'-6"3'-8"2-9 1/2" LSLFLUSH22'-0"2'-6" MUD ROOM *VINYL2'-8"PKT.30"4'-7"2'-0"1/2 WALLW/ WD. CAPSET 3" OFF FDN.13'-9"2-2x102'-6"4'-0"2'-10"2-2x10 2/6x2/0 FX 2'-3"2'-0"2'-0"2'-5" 2-2x10 2/6x2/0 FX B.I.B.I. 1'-10"BENCH/CUBBIESPFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).77PFHPFH3356 Planco MN, Inc.C#23-040SMA582023 SECOND FLOOR PLAN 1/4" = 1'-0" 1,164 SQ. FT.4'-4"DN16 R5'-10"*10" RUFF CUT3'-9"3'-9"12'-9"10'-9"LT WD 2'-6"*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET30'-0"40'-0" 11'-9"5'-9"7'-6"12'-4"30'-0"12'-0"2'-0" 38'-0" 11'-4"15'-0"6'-6"2'-6"2'-6"11'-8" 2'-8"WALLEDGEWALLEDGE4'-6"8'-1"6'-11"6'-10"3'-10"7/6x4/6 SL2-2x106/0x4/6 SL2-2x106'-0"6'-0"6/0x4/6 SL2-2x102-2x10 5/0x6/0 FX TEMP TOP @ 7'-11" OFF LNDG.TRUSSES24" O.C.2x65'-6"5'-3"6'-2"6'-7"3'-9"3'-9"SDSDSDSDSD/CO5'-0" TUB & SHOWER 1 PIECE FIB.48"2'-4"LIN.2'-0"2'-8"3'-8"18'-0"13'-4"2'-6"3'-3"2/6x4/0 CSMT2-2x102'-0"*VINYLF*VINYL7'-3" 8'-2"3'-6"2x62'-6"1'-11"4'-7"6/0x4/0 SL2-2x109'-8"8'-4"4'-1"2'-4"PKT.6'-4"4'-4"3'-6"RADONVENT2x6TRUSSES24" O.C.ACCESSATTIC1/2 WALL W/ WD. CAP*CARPET W.I.C. F3'-6"2'-0"2'-0"2'-0"2'-0"2'-0"2'-6"*VINYL27" 60"72"36"*C.T.2'-4"2'-4"LIN.1'-6"3'-0"2'-6"2'-0"6'-8"8'-8"6'-8"*C.T.5'-0"6'-8" 2/0x3/6 CSMT 2-2x10 -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).2222222222222222 Planco MN, Inc.C#23-040SMA682023 CROSS SECTION 3/8" = 1'-0" R-21 INSUL.9'-11 8"3 1/2" CONC. FLOOR1/2" GYP. BD.VB11 7/8" LSL @ 19.2" O.C. “2X6- 16" O.C.20x83/4" T & G FLOOR5/8" GYP. BD.2x6- 16" O.C.GRADE40'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.W/ V.B.3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-11 8"18" FLOOR TRUSSES @ 19.2"O.C.20x816 RISERS2X6- 16" O.C.17 RISERS ROOF VENTS @ 1/300 ATTIC50% ROOF 50% SOFFITR-49 INSUL.2'-0"6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS3- 2x12 STRINGERSTAIR NOTES:10" RUFF CUT TREADSALUM.ALUM. FASCIASOFFITVENTED1'-9"6x6 POST2-7 1/4" LSL12x12 BOXEDCOLUMN5125'-6"6'-0"PER CODEWALL W/ REBAR9'-0" POUREDSILL PLATE1-2x8 TREATED20x8DRAIN TILE R-20 SPRAY FOAMPROOFINGWATERR-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAMMIN. R-38@ CANT.15'-6"2X4- 16" O.C.71 2"(DESIGNED BY MFR)TRUSSES @ 24" O.C.2X6- 16" O.C.CONC. PORCH2" R-10 RIGID1 1/2" RIGID11 7/8" LSL @ 19.2" O.C.8"1/2 C- 6" BLK.1/2 C- 6" BLK.20x81/2 C- 4" BLK.7/16" OSBSIDINGSHEATHINGTYVEKSIDING7/16" OSBSHEATHINGTYVEK77 16"POURED WALLGRADE20x82" FOAM758"2" FOAM W/“%(9(/512"4'-0"R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.16x82" FOR R-10 INSUL.BRING FOUNDATION IN Planco MN, Inc.C#23-040SMA782023 CROSS SECTION 3/8" = 1'-0" 1-2x8 TREATEDR-21 INSUL.9'-118"3 1/2" CONC. FLOOR1/2" GYP. BD.VB9'-0" POURED “2X6- 16" O.C.20x8WALL W/ REBARPER CODE3/4" T & G FLOORSILL PLATE5/8" GYP. BD.2x6- 16" O.C.WATERPROOFING38'-0"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.5/8" GYP. BD.W/ V.B.3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.8'-118"18" FLOOR TRUSSES @ 19.2"O.C.4" CONC. FLOOR5/8" TYPE "X" GYP. BD. GARAGE GRADEPOURED WALL2X6- 16" O.C.SLOPE TO DOORS2-11 7/8" LSLGIRDER16'-0"6'-0"16'-0"R-38 INSUL.11 7/8" I JTS. @ 19.2" O.C.10'-31 4"R-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAMR-20 SPRAY FOAM2X6- 16" O.C.20x8DRAIN TILE 20x81/2" GYP. BD.R-49 INSUL.(DESIGNED BY MFR)TRUSSES @ 24" O.C.11 7/8" LSL @ 19.2" O.C.2" R-10 RIGID1 1/2" RIGID10"1/2 C- 6" BLK.7/16" OSBSIDINGSHEATHINGTYVEK4"6"POURED WALLGRADE20x82" FOAM758"2" FOAM W/“%(9(/512"4'-0"5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2" FOR R-10 INSUL.BRING FOUNDATION IN Planco MN, Inc.C#23-040SMA882023FLOOR 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. FANHEADER & BEARING/KING STUDS PER PLANPROVIDE SPACER TO FLUSH OUT HEADER TOWALL STUD THICKNESS AS REQD. EACH SIDEFASTEN TOP PLATE TO HEADER W/ 2 ROWS16d SINKER NAILS @ 3" O.C.NAIL SHEATHING TO HEADER W/ 10dNAILS @ 3" O.C. EACH WAY TYP.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADER7/16" MIN. PLYWD OR OSB SHEATHING APPLIED TOEXTERIOR SIDE OF STUDS (NAIL SHEATHING TO ALLBACKING STUDS W/ 10d NAILS @ 3" O.C. TYP.)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OPENINGS AS REQD.2x SOLID BLKG. RQD. AT SHEATHINGJOINTS (ORIENT FACE TO SHEATHING, FASTENSIMPSON STHD14 EMBEDDED HOLD DOWNANCHORS AT LOCATIONS SHOWN (REFERTO POST-INSTALLED OPTIONS)SIMPSON LSTA36 STRAPON INTERIOR STUD FACECENTERED ON HEADERNAIL FULL HEIGHT STUDTO EACH HEADER PLY W/16d NAILS @ 3" O.C.PROVIDE 2x6 INFILLWALL ABOVE AS REQD.PROVIDE 7/16" MIN.PLYWD. OR OSB SHEATHINGABOVE GARAGE DOOR OPNG.W/ STANDARD FASTENINGPROVIDE INTERMEDIATEFRAMING AS REQD. TOMAINTAIN 16" MAX. STUDSPACING(2) 1/2" DIA. ANCHOR BOLTSMIN. (7" MIN. EMBED)C.I.P. CONCRETE FOUNDATION PER CODETOGETHER W/ (3) 16 d SINKERSBEARING STUDS PER PLAN(2-2x6 BEARING STUDS MIN.) “ “ “11'-8" MAX.LENGTH OF CONTINUOUS HEADERNOTE: INFO APPLIES EQUALLYBOTH SIDES OF OPENING GARAGE FRONT PORTAL FRAMING 1/2" = 1'-0" ROOF PLAN 1/8" = 1'-0" 1'-9"1'-6"1'-0"1'-6"1'-0"GIRDER1261265/128128122'-0"8128121'-0" BASEMENT PLAN 9'-0" POURED FOUNDATIONUP16 R*10" RUFF CUT3'-9"3'-9"SUMPWHFURNF.D.30"x30"x12"CONC. PAD FTG. FAMILY/REC ROOM *CARPET BEDROOM #5 *CARPET MECH/STORAGE *UNFINISHED37'-8" 53'-10"9'-6"51'-10"29'-8"22'-2"24'-6"2'-0"29'-4"52'-0"32'-0"20'-0"16'-2"5'-10"20'-0"12'-0"15'-4"7'-6"14'-10"WALLEDGEWALLEDGE UNEXCAVATED 7'-0"5'-10"4'-2"2" LEDGE22'-6"SD/CO6'-2" 22'-4"19'-0"10'-8"15'-2"4'-6"11 7/8" I JTS.19.2" O.C.11 7/8" LSL19.2" O.C.WALLEDGERADONVENT483442"2'-8"2'-4"2'-8"2'-8"2-2x10 5'-0"2'-10"12'-2"7'-4"3'-6"5'-9" 2-9 1/2" LVL DROPPED 11 7/8" I JTS.19.2" O.C.2-11 7/8" LSLFLUSH2-2x1011 7/8" LSL19.2" O.C.BM. PKT.2-9 1/2" LSLFLUSH22'-2" UNEXCAVATED 5/0x5/0 SL2-2x104" LEDGE4" LEDGE2" LEDGE20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 4" BLK.2x4 - 16" O.C.20x8 FTG.1/2C. - 4" BLK.2x4 - 16" O.C.2'-4"3'-4"2"2"2"2"19'-10"2"2"2"22'-6"2-2x106'-0" P.D.5/0x5/0 SL2-2x105'-4"9'-10"7'-5"7'-1"F*VINYL1 PIECE FIB.2x63'-8" SOFFIT SOFFITSOFFIT SOFFITSDWALKOUTWALKOUT10'BWL 13'4' FIRST FLOOR PLAN 9' CEILING @ FIRST FLOOR38'-0" 54'-0"*4" CONC. FLOOR GARAGE 5'-2"UP17 RDN16 R5'-10"*10" RUFF CUT3'-9"3'-9" 9'-5"9'-6"2-9 1/2" LSL9/0x5/0 SL3-2x106'-0" P.D.9x8 OVH. DR.16x8 OVH. DR. CONC. PORCH 3'-6"REF'G10" S.B.2'-4"*WOOD GREAT ROOM *WOOD DINING KITCHEN *WOOD OFFICE/FLEX RM *CARPET FOYER *WOOD6'-1"7'-6"15'-0"52'-0"30'-0"22'-0"9'-0"7'-3"2'-8"FIREDOOR5'-6" 24'-6"2'-0"22'-6"29'-6"52'-0"32'-0"20'-0"6'-0" 20'-0"9'-6" 9'-0"11'-0" 10'-6"20'-0"12'-0"30" RANGE HOODVENT RAIL18" FLR.TRUSS 19.2" O.C.12x12 BOXED COL.24" CANT.2/6x5/0-2 CSMT2-2x1018" FLR.TRUSS 19.2" O.C. 18" FLR.TRUSS 19.2" O.C.2-2x10WALLEDGEWALLEDGE*WOOD10'-0"10'-0"10'-0"5'-10"6'-2"6'-2"10'-9"6'-0"9'-9"10'-1"3'-11"9"10'-6"8'-9"2-2x102'-0"2x6TRUSSES 24" O.C.GIRDERTRUSSES24" O.C.SD/CO2x42-11 7/8" LSL FLUSHGIRDER TRUSSES24" O.C.2-11 7/8" LSL2-11 7/8" LSL2-7 1/4" LSL2-7 1/4" LSL2-9 1/2" LSL FLUSH2-2x10 FLUSH4'-6"4'-6"*2x6 WALLS3'-0" CAB.3'-6"2x62x2GIRDER F.T. 3'-11"2'-2" 2/4x4/0 CSMT 2-2x10 6'-8"6'-6" CAB. 3'-6"FRADONVENTMICRO3'-9"3'-9" 5/0x3/0 FX TEMP 2-2x10 GASF.P.1'-8"4'-5"6'-4"4'-3" 10'-6"CHASE2'-4"16" SH'SPANTRY*WOOD16'-0"2x62'-4"2'-0"2'-6"3'-8"2-9 1/2" LSLFLUSH22'-0"2'-6" MUD ROOM *VINYL2'-8"PKT.30"4'-7"2'-0"1/2 WALLW/ WD. CAPSET 3" OFF FDN.13'-9"2-2x102'-6"4'-0"2'-10"2-2x10 2/6x2/0 FX 2'-3"2'-0"2'-0"2'-5" 2-2x10 2/6x2/0 FX B.I.B.I. 1'-10"BENCH/CUBBIES26'26'BWL 2BWL 3BWL 4BWL 5BWL 6BWL 726'26'4'4'5'4'4'3'3'6'4'4'7'7'4'4'4'4'SEE DETAIL 1/PF-1SEE DETAIL 2/PF-1 SECOND FLOOR PLAN 1,164 SQ. FT.4'-4"DN16 R5'-10"*10" RUFF CUT3'-9"3'-9"12'-9"10'-9"LT WD 2'-6"*CARPET MASTER BEDROOM *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPET30'-0"40'-0" 11'-9"5'-9"7'-6"12'-4"30'-0"12'-0"2'-0" 38'-0" 11'-4"15'-0"6'-6"2'-6"2'-6"11'-8" 2'-8"WALLEDGEWALLEDGE4'-6"8'-1"6'-11"6'-10"3'-10"7/6x4/6 SL2-2x106/0x4/6 SL2-2x106'-0"6'-0"6/0x4/6 SL2-2x102-2x10 5/0x6/0 FX TEMP TOP @ 7'-11" OFF LNDG.TRUSSES24" O.C.2x65'-6"5'-3"6'-2"6'-7"3'-9"3'-9"SDSDSDSDSD/CO5'-0" TUB & SHOWER 1 PIECE FIB.48"2'-4"LIN.2'-0"2'-8"3'-8"18'-0"13'-4"2'-6"3'-3"2/6x4/0 CSMT2-2x102'-0"*VINYLF*VINYL7'-3" 8'-2"3'-6"2x62'-6"1'-11"4'-7"6/0x4/0 SL2-2x109'-8"8'-4"4'-1"2'-4"PKT.6'-4"4'-4"3'-6"RADONVENT2x6TRUSSES24" O.C.ACCESSATTIC1/2 WALL W/ WD. CAP*CARPET W.I.C. F3'-6"2'-0"2'-0"2'-0"2'-0"2'-0"2'-6"*VINYL27" 60"72"36"*C.T.2'-4"2'-4"LIN.1'-6"3'-0"2'-6"2'-0"6'-8"8'-8"6'-8"*C.T.5'-0"6'-8" 2/0x3/6 CSMT 2-2x10 30'40'BWL 8BWL 9BWL 10BWL 112'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2' Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure C BWL 1 2 3 4 5 6 7 8 9 10 11Spacing - ft 10 26 26 26 26 26 26 40 40 30 30Level 3 2 2 2 2 2 2 1 1 1 1Length req'd- ft 5 8 8 8 8 8 8 6 6 4.5 4.5per Table R602.10.3(1)Adjustments:Exposure 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3Eave to ridge Height 1.02 1.03 1.03 1.03 1.03 1.03 1.03 1.06 1.06 1.06 1.06Wall Height 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9# of BWL 1 1.3 1.3 1.3 1.3 1.3 1.3 1 1 1 14" Gyp WB w.block joints1 1 1 1 1 1 1 1 1 1 1Adjusted Length 6.3 13.2 13.2 13.2 13.2 13.2 13.2 7.4 7.4 5.65.6 Residence5323 177th St W, Lakeville, MNSheet Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HHUS410 30- 16d - 10- 16d No H2 5 Simpson LUS210 8- 10dx1.5 - 4- 10d No H3 1 User LUC210 Not Required Products PlotID Length Product Plies Net Qty TS1 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 15 TS2 22' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4 TS3 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS4-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS5-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TS6-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 8' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-3 6' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 4 16" o/c 19.2" o/c Start Joist Layout Here. 19.2" o/cCS CS CS BBOHd3-2BBOHd1-2 TSHd1-2 BBOHd2-3 TS4-2TS6-2 BBOHd3-2TS5-2Rim Rim Rim Rim RimRim RimRimRimBlockingBlockingBlocking TS3 H3 H1 Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5" *6.5" * 7.25" * 2'-0"2'-0" 3'-0"3'-6" * Allowable spans shown in TB-711 must be reduced by 9" with these size holesTS119.2" O.C.TS119.2" O.C.TS119.2" O.C.TS219.2" O.C.TS316" O.C.H2Joist Spacing Chang here3-2x6 Customer:Job Name:Address/Lot:ShimotaLakeville Spec5323 177th StCity, State:Lakeville, MNPlan/Model #:Job Number:31014Lyman 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:Dave B.Drawn Date:11/28/23Revised By:Revision Date:Revision #:SALES 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 3x3 PSL 10' 0" 3 1/2" x 3 1/2" 1.8E Parallam PSL 1 1 TS1-2 20' 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 2 TS3-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS4-2 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TS5-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TS6-2 22' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 BBO1-2 8' 0" 2 x 10 SPF No.1/No.2 2 2 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 BBOHd1-2 8' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd3-3 6' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd2-2 6' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd4-2 4' 0" 2 x 10 SPF No.1/No.2 2 12 BBOHd1-2 TSHd1-2 BBOHd4-2BBOHd4-2BBOHd4-2BBOHd2-2BBOHd4-2BBOHd2-2BBOHd4-2 BBOHd4-2 Girder Truss Girder TrussTS3-2 TS2-2 TS1-2 TS4-2 TS5-2 Girder TrussBBO1-2 TS6-2 BBOHd3-3 3x3 PSLFloor Trusses2 Trimmers 3-2x6 2 -2x6 5,732# 3-2x4 3-2x6 Customer:Job Name:Address/Lot:ShimotaLakeville Spec5323 177th StCity, State:Lakeville, MNPlan/Model #:Job Number:31014Lyman 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:Dave B.Drawn Date:11/28/23Revised By:Revision Date:Revision #:SALES 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 BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 8' 0" 2 x 10 SPF No.1/No.2 2 6 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd1-2 BBOHd3-2 BBOHd2-2 BBOHd2-2 BBOHd2-2BBOHd3-2Customer:Job Name:Address/Lot:ShimotaLakeville Spec5323 177th StCity, State:Lakeville, MNPlan/Model #:Job Number:31014Lyman 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:Dave B.Drawn Date:11/28/23Revised By:Revision Date:Revision #:SALES 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 *** TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr TOTAL INPUT OF APPLIANCESi, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETERz, INCH (mm) 25 (8) 7 (4,500) 3(75) 50(15) 7 (4,500) 3(75) 75(23) 11 (7,000) 4 (100) 100(30) 14 (9,000) 4(100) 125 (37) 18 (12,000) 5(125) 150(45) 22 (14,000) 5 (125) 175 (53) 25 (16,000) 6(150) 200(60) 29 (19,000) 6 (150) 225 (68) 32 (21,000) 6(150) 250 (75) 36 (23,000) 7 (175) 275 (83) 40 (26,000) 7 (175) 300 (90) 43 (28,000) 7 (175) 325 (98) 47 (30,000) 8 (200) 350 (105) 50 (32,000) 8 (200) 375 (113) 54 (35,000) 8(200) 400 (120) 58 (37,000) 9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. BTU Amount for Non-direct vent appliances VENTILATION REQUIREMENTS TABLE R403.5.2 NUMBER OF BEDROOMS 1 2 3 4 G) 62 Total/ Total/ Total/ Total/ Total/ Total/ Conditioned spacei (in sq. ft.) Continuous Continuous Continuous Continuous Continuous Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-60002 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total Amount Continuous Project Name -11 75 86 Design State 88 70 18 Design City 71 50 24 Type of Load 834 44 M Square Feet 3330 AG Volume 31053 0.98 Jul & Aug 3:00 PM Heating Cooling Heating Clg Sensible Clg Latent ► Lookup a North 27.52 19.72 72.0 1,981 1,420 b South 27.52 53.00 256.0 7,045 13,569 c East 27.52 32.58 10.0 275 326 d West 27.52 42.75 50.0 1,376 2,138 e f g h ► Lookup a b c d e ► Lookup a North 51.60 21.60 42.0 2,167 907 b c ► Lookup a North 5.85 0.88 565 3,304 499 b South 5.85 1.70 803 4,696 1,365 c East 5.85 2.11 717 4,193 1,511 d West 5.85 1.22 717 4,193 878 e f g h p1 p2 ► Lookup a 2.24 0.94 1,397 3,124 1,308 b c ► Lookup a b c d e 2.32 781 1,813 f 30.53 54 1,649 ► Lookup a b c d Food Service Equipment and Investigated Loads e ► Lookup 0.30 0.16 14,394 1,607 1,324 Supply Duct Load Return Duct Load ► Lookup CFM 130 12,052 2,523 2,079 ► Lookup 1,276 62,263 29,326 3,404 Office Equipment 16B-38 Wood Truss Vented Attic Over Finished Ceiling Blower Heat (Building Load) Lighting Fixtures Internal Floors Occupants & Plants 21A-20 Basement, R-0 22B-10pm Slab on grade, 2" Edge Insulation, Heavy Dry or Light Wet Soil 12E-0sw Frame wall, 2x6 studs, R-19 cavity, wood sheathing, siding, Interior Finish 12E-0sw Frame wall, 2x6 studs, R-19 cavity, wood sheathing, siding, Interior Finish 12E-0sw Frame wall, 2x6 studs, R-19 cavity, wood sheathing, siding, Interior Finish 12E-0sw Frame wall, 2x6 studs, R-19 cavity, wood sheathing, siding, Interior Finish 11J Metal, Fiberglass Core Heating Design 99% DB Cooling Design 1% DB Coincident Wet Bulb 4B2-cuf Double Pane, Low-e, Fixed Sash , Wood or wood clad Minneapolis/St. Paul AP ElevationBlock Construction Number & Description 4B2-cuf Double Pane, Low-e, Fixed Sash , Wood or wood clad Cooling Design Space DB Heating Temp. Difference Cooling Temp. Difference BtuhHTMNet Area or Length Design Grains Difference Daily Range Rel Hum Design Space % Latitude Design Month Infiltration Altitude Correction Factor Manual N, 5th Edition, Abridged Version • Form N1 5323 177th Street House Minnesota Design Hour of Day Heating Design Space DB Panel Faces Ceilings Type of Exposure ► Lookup Total Loads Ventilation Loads Blower Heat (Equipment Load) Skylights Wood & Metal Doors Above Grade Walls Partition Walls 4B2-cuf Double Pane, Low-e, Fixed Sash , Wood or wood clad 4B2-cuf Double Pane, Low-e, Fixed Sash , Wood or wood cladWindows & Glass Doors