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LA184196 19723 Henning Ave Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 200 AMP SERVICEGARAGE LEFTLOOKOUT/WALKOUTLEGACY 2ND ADD.LOT 6 , BLOCK 719723 HENNING AVE.TYLER & ADDY SCHOENING2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHLAKEVILLE, 55044ENERGY CODE2015 MN BUILDING &NOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIERSCALE: 1/4" = 1'-0"GreatRoomCARPETCOLUMN #2 - 14" STRAIGHTSIDEWALK 91 SFPorchFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETEPORCH & DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION WALLSA-0COVER SHEET7-7-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670SCALE: 1/4" = 1'-0"SCALE: 1/2" = 1'-0"Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode09/21/2020dmathews 124FRONT ELEVATION - BSCALE: 3/16" = 1'-0"1A-1B7-7-20ELEVATIONSLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 PorchSCALE: 3/32" = 1'-0"RIGHT ELEVATION3ELEVATIONS7-7-20SCALE: 3/32" = 1'-0"ROOF PLAN4SCALE: 3/32" = 1'-0"REAR ELEVATION1LEFT ELEVATIONSCALE: 3/32" = 1'-0"2LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670Secure door closed until deck isconstructed with a separate permit. SLOPE SLAB FOR DRAINAGE T.O. 6" CURBEL. 108'-4"EL. 104'-4"T.O. FTG.VARIESUnexcavated4" CONC. SLABT.O. SLABMechanicalStorage4" CONC. SLABT.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 100'-0"T.O. 8" WALLEL. 107'-8"C.J.T.O. 6" CURBEL. 108'-4"EL. 108'-4"EL. 108'-4"T.O. 4" CURBEL. 108'-4"T.O. 8" WALLEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 6" CURBT.O. 6" CURB12 2 12 10 22 1066 2T.O. FTG.EL. 100'-4"EL. 100'-0"T.O. 4" CURBEL. 100'-4"T.O. 6" CMUUPUnfinished Stairs 1A632"FutureBathT.O. SLABEL. 100'-4"FutureFinish4" CONC. SLAB8'-4" TALL FOUNDATION WALLT.O. FTG.EL. 108'-4"T.O. 8" WALL352 SF30"FutureBedroom4" CONC. SLAB28"12" CONC. PIERSEE SHEET A-0DIST. REQ'D.FOR STAIRS( VERIFY ACT.TO FINALGRADE )F T G S . T Y P . 24 " x 2 4 "FutureW.I.C.4" CONC. SLABFutureHall4" CONC. SLABT.O. 8" WALL8" x 20" - TYPICALCONCRETE FOOTINGST.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"(3) 1-3/4" x 9-1/2" LSL30x6054x60 FIXED2-2x630x602- 2 x 6T.O. 8" WALLT.O. FTG.EL. 108'-4"EL. 96'-4"T.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"11-7/8" TIMBERSTRAND LSL JOISTS @ 16" O.C. 11-7/8" TIMBERSTRAND LSL JOISTS @ 16" O.C. 2x8 JOISTS 60x34ROUGH-IN SHOWER EL. 100'-0"60x42 SLIDER(2) 1-3/4" x 9-1/2" LSLT.O. 8" CONC.EL. 103'-6"T.O. 8" CONC.EL. 103'-6"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHBEDROOMMECHANICALBATHSTAIRSWICHALLTOTAL154 SF352 SF73 SF86 SF58 SF84 SF1,332 SFREC ROOM525 SFSCALE: 3/16" = 1'-0"BASEMENT PLAN1BASEMENT PLAN7-7-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC6276702.752.5UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. O.C. (FLOOR) 2x8 @ 16"DiningWOODGreatRoomWOODKitchenGASRANGE(2) 1-3/4" x 9-1/2" LSL30x6654x66 FIXED2-2x630x662-2x6(2) 1-3/4"x11 7/8" LSL CONT. HEADER8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL16'x8' O.H. DOORGarage4" CONC. SLABTYPICAL GARAGE WALLTYPICAL EXT. WALLGarage4" CONC. SLAB32" MTL.EntryWOOD(2) 2x10Stairs32"StudyCARPET1221210 221066 2(3) 2x1030"30"PorchWOOD1A6PORTAL FRAMEFLUSH6'-0" x 8'-0" PATIOBathWOODPED.ROD & SHELF36"ComputerNookWOOD24x42DROP ZONE BENCH24x4224x42HallWOODGAS FIREPLACESTANDARDMudRoomVINYLPantryWOODW.I.C.VINYLTHERMOSTATHallWOOD48X78 SH - TEMP.(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10SEE FRAMING PLANDESK36x48 (2) 2X10 REF./ FREEZER2-TRIMMERS2-TRIMMERS2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHSTUDY - CARPETPOWDER BATH - WOODGREAT ROOM - WOOD105 SF32 SF252 SFSTAIRS - CARPET84 SF452 SFMUD ROOM - VINYL77 SFW.I.C. - VINYL40 SFHALL / PANTRY - WOOD36 SF114 SFA-4FIRST FLOOR7-7-20PLANSCALE: 3/16" = 1'-0"FIRST FLOOR PLAN - STANDARD1LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670PFHPFH66555537777366 TYPICAL EXT. WALLMasterBedroomCARPETStairs36x36 FIX42x60Bedroom #2CARPET30"30"30"LINENROD & SHELF5'-0" BI-FOLD28"BathVINYL57 SF (FLR)28"LoftCARPETBedroom #3CARPETLaundryVINYL53 SF (FLR)ROD & SHELFHall36x6036x605'-0" BI-FOLD32"1A628"W.I.C.CARPETROD & SHELF ROD & SHELF28"28"MasterBathC.T.87 SF (FLR)(2) 2x1060x3466"x34"FREE STANDINGSPECTACLE TUBEACH SIDE2-TRIMMERS2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHMASTER BEDROOMLAUNDRY - VINYLMASTER BATH222 SF53 SF118 SFHALLWAY90 SF187 SFBEDROOM # 3156 SFLOFT136 SF79 SF79 SFSCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51A-5SECOND FLOOR7-7-20PLANLAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC6276703333-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). EntryGarageMechanicalStorageKitchenStairSCALE: 3/16" = 1'-0"BUILDING SECTIONA-61A-6SECTION7-7-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 A-7SECTION7-7-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670SCALE: 1/4" = 1'-0"BUILDING SECTIONA-71 &GUETKRVKQP&CVG4GXKUKQP#RTKN2TQLGEV0WODGT &CVG 55JGGVU QH2TKPV0COG 5KIPGF .KEGPUG0WODGT 0KEM*CPUQPÄÄ&CVG +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC;QWPIHKGNF*QOGU+PE&QFF$QWNGXCTF.CMGXKNNG/04KEJOQPF/QFGN)CTCIG.GHV/KPPGUQVC%QPUVTWEVKQP-KNOGT.CPG05WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQO2.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)02156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5'%6+105#6$4#%'&9#..2#0'.5#$18'%#06+.'8'4'&(.114(4#/+0) 4'('4612.#05(14#22.+%#$.'.1%#6+105 722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#02#46+#..19'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#06*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170+105Ä01661':%''&Ä(#56'06122.#6'61*'#&'4Y 4195F5+0-'40#+.5"1% ZZ$'#4+0)567& ZZ(7..*'+)*6567&'#%*'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0Ä(41/%'06'41(*'#&'4*'+)*6#54'3& Z51.+&$.1%-+0)4'37+4'A*'#6*+0),1+06 ZZ$'#4+0)567&5/+0 8'4+(;Y5722.+'4 2418+&'ZZ+0(+..9#..#$18'*'#&'4#54'3&5+/251056*&'/$'&&'&*1.&190#0%*14#6.1%#6+1055*190 4'('4615(14#.6'40#6+8'126+105 (170+109#..$'.19.'0)6*1(%106+07175*'#&'4#0%*14$1.6 /+0'/$'& YZZ2.#6'9#5*'40#+.5*'#6*+0)61*'#&'4YF0#+.5"1%'#9#;6;25/#..*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5 0#+.5*'#6*+0)#4170&2'4+/'6'4Y 4195F0#+.5"1%56#))'4'& 612.#6'5$.1%-+0)"1% 5+/2510/56%564#210+05+&'(#%'1(9#.. 2418+&'52#%'461(.75*176*'#&'4619#..567&6*+%-0'55 (#56'0-+0)567&61*'#&'4Y 4195F5+0-'40#+.5"1%.#4)'*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5Y56#0&0#+.+0)2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.5%106+07175.5..8.*'#&'46157221468'46+%#..1#&5$;5722.+'4 /+09+&6* /+0&'26*4'3& ÄÄ5(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+./#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0$4#%'&9#...+0'$4#%'& 9#...+0' Ä(6 $4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'&9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'%105647%62146#.(4#/'#55*190+05 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 126+10#.722'4.'8'.$7/2176Ä2.#0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 10'5+&'& Ä(6 Ä(6 Ä(6 Ä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5647%674#.2#0'.5*'#6*+0)YF%1//100#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465#..411(5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##411((4#/+0)52#%'#/#:+/7/1(1%$(#56'0#..411((4#/+0)616122.#6'59+6*5+/2510*%.+214'37+8#.'06#0& Z61'0#+.5%411(5*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF%1//100#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#.10).'0)6*1(9#..5.#29#..6122.#6'5#/+0+/7/1(#0&(#56'061)'6*'49+6* Z+0.#2<10'#6%140'45#0&+06'45'%6+105.#22.#6'5#0&2418+&' Z(#%'0#+.5%100'%6+10501652'%+(+%#..;016''61$'+0#%%14�%'9+6*%1&'6#$.'4 6#..911&9#..(4#/+0)+561$'&'5+)0'&$;5722.+'4(14)4#8+6;#0&176Ä1(Ä2.#0'9+0&.1#&56*''064;214%*+5%105+&'4'&61$'#24+/#4+.;12'0010Ä'55'06+#.2146+101(6*'5647%674'#0&+5':%.7&'&(41/6*'18'4#../#+09+0&(14%'5;56'/1(6*'*1/'2418+&'%1&'4'37+4'&72.+(6%100'%6+105#6#..21565#0&6'05+10%100'%6+105#6.'&)'45%10%4'6'(170+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*190YZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*14 Ä(6 Ä(6 $4#%'&9#..2#0'.(#56'0$1661/2.#6'61,1+56$.1%-+0)Y F0#+.5'8'4;1%%#06+.'8'4'&(.114,1+56$;5722.+'4(4#/'9#..$4#%'&9#..2#0'.$'.19$.1%-+0)$'69''0,1+565#5(1..195 x(.#6Z612 $1661/14,1+56/#6'4+#.145#90$.1%-+0)x2.;911&5*''60#+.'&61ZUY F0#+.5612 $1661/x%+4%7.#4*1.'7261/#;$'%76+061%'06'41(2.;911&0#+.(.1145*'#6*+0)61$.1%-+0)YF0#+.5"1%(#56'0$1661/ZY F0#+.5'8'4;1% ProductsPlotID Length ProductPlies Net QtyTJI Blocking 4' 4" 11 7/8" TJI 210 joist 1 1TS1 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9TS2 34' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7TS3 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS4 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8TS5 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7TS6 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 73-11.875" LSL-14' 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 32-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 113-2x10 Treated 13' 0" 2 X 10 SP No.1 P 3 63-2x10 Treated 8' 0" 2 X 10 SP No.1 P 3 3Wall FramingPlotID Length ProductPlies Net Qty3-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 32-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 23-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 2 Start Joist Layout Here. 16" o/cCSCSCSCSCSCS2-2x10-4'2-11.875" LSL-10'RimRimRimRimRimRimRimRimRimRimTS3TJI BlockingTS3Solid BlockingSolid BlockingTS33-11.875" LSL-14'RimRimRimTS1TS1TS1Round holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge 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 nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo 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 holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (end or intermediate)4"5" *6.5" * 7.25" *2'-0"2'-0" 3'-0"3'-6"* Allowable spans shown in TB-711 must bereduced by 9" with these size holes1' 0" 1' 4"1' 0 1/2"1' 7 1/2"TS33-2x10-7'2-9.5" LSL-4'3-9.5" LSL-12'3-2x10 Treated3-2x10 Treated3-2x10 TreatedTS416" O.C.TS116" O.C.TS116" O.C.TS216" O.C.TS516" O.C.TS616" O.C.2 Trimmers4-2x4Customer:Job Name:Address/Lot:Youngfield HomesSchoening Residence19723 Henning AveCity, State:Lakeville, MNPlan/Model #:RichmondJob Number:24285Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/31/2020Revised 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Framing Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 2 Simpson HU11 22- 10dx1.5 - 6- 10dx1.5 NoH2 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 NoH4 30 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoProductsPlotID Length ProductPlies Net QtyF34' 34' 0" 11 7/8" TJI 210 joist 1 9F20' 20' 0" 11 7/8" TJI 210 joist 1 7F18' 18' 0" 11 7/8" TJI 210 joist 1 8F16' 16' 0" 11 7/8" TJI 210 joist 1 15F14' 14' 0" 11 7/8" TJI 210 joist 1 8TJI Blocking 1' 0 7/8" 11 7/8" TJI 210 joist 1 13-14" LVL-16' 16' 0" 1 3/4" x 14" 2.0E Microllam LVL 331-11.875" LVL-20' 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 12-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 21-11.875" LSL-12'' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 21-11.875" LSL-4' 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-7.25" LSL-34' 34' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 9Wall FramingPlotID Length ProductPlies Net Qty2-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 23-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 82-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 10 Start Joist Layout Here. 16" o/cCSCS2-2x10-5'2-2x10-3'2-2x10-3'2-2x10-4'3-2x10-7'1-11.875" LSL-12''2-11.875" LSL-10'2-2x10-4'2-7.25" LSL-34'F14'RimRimRimRimRimRimRimRim2x8 Flat Blocking1-11.875" LSL-8'E1 Alt3-14" LVL-16'1-11.875" LVL-20'2'TJI® JOIST2"2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALTTimberstrand ® LSL rim boardto match TJI® depthWARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.Rim2-9.5" LSL-12'2-2x10-3'2-2x10-3'Rim2-11.875" LSL-20'TJI Blocking1-11.875" LSL-4'2-2x10-4'2-2x10-4'2-2x10-3'2-2x10-7'1' 4"1' 0" RimH1H2H11' 9"1' 3"1' 0" 2-9.5" LSL-10'F14'16" O.C.F16'16" O.C.F16'16" O.C.F34'16" O.C.F20'16" O.C.F18'16" O.C.H4H4H4H42 Trimmers2 Trimmers4-2x44-2x64-2x6Customer:Job Name:Address/Lot:Youngfield HomesSchoening Residence19723 Henning AveCity, State:Lakeville, MNPlan/Model #:RichmondJob Number:24285Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/31/2020Revised 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Wall FramingPlotID Length Product Plies Net Qty3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 63-2x10-7'Girder Truss2-2x10-4'2-2x10-5'2-2x10-4'2-2x10-5'2-2x10-7'2-2x10-4'2 - Trimmers4-2x64-2x6Customer:Job Name:Address/Lot:Youngfield HomesSchoening Residence19723 Henning AveCity, State:Lakeville, MNPlan/Model #:RichmondJob Number:24285Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/31/2020Revised 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. 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The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ 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 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =______ /_______ =_______________ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1 ‐ __________________=__________________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2 Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA =________________ x____________________ =__________ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for Country Joe Ho 19723 Henning Ave Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, August 18, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Tuesday, August 18, 2020 Client Name:Country Joe Ho Client Address:19723 Henning Ave Client City:Lakeville, MN 55044 Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 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 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:1,132 CFM Per Square ft.:0.285 Square ft. of Room Area:3,973 Square ft. Per Ton:1,452 Volume (ft³):25,257 Building Loads Total Heating Required Including Ventilation Air:67,742 Btuh 67.742 MBH Total Sensible Gain:25,334 Btuh 77 % Total Latent Gain:7,497 Btuh 23 % Total Cooling Required Including Ventilation Air:32,831 Btuh 2.74 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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 according to the manufacturer's performance data at your design conditions. C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.370 AC/hr 0.190 AC/hr 156 CFM 80 CFM Infiltration Actual:0.321 AC/hr 0.046 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 25,257 X 25,257 8,101 Cu.ft./hr 1,150 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:135 CFM 19 CFM Total Building Ventilation:78 CFM 78 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.370 AC/hr (156 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (80 CFM), Construction: Average C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.74 1,452 3,973 25,334 7,497 32,831 67,742 764 1,132 1,132 System 1 2.74 1,452 3,973 25,334 7,497 32,831 67,742 764 1,132 1,132 12x16 Ventilation 1,165 1,924 3,090 7,242 Return Duct 0 0 0 3,387 Humidification 4,533 Zone 1 3,973 24,168 5,573 29,741 52,580 764 1,132 1,132 12x16 1-Lower Level 1,332 4,338 953 5,291 13,492 196 203 203 2--7 2-Main Level 1,332 11,009 2,625 13,634 20,566 299 516 516 5--7 3-Upper Level 1,309 8,821 1,995 10,816 18,522 269 413 413 4--7 C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 380.2 196 203 203 2--7 2-Main Level Built-In 0 750 0.01 0.1 386 299 516 516 5--7 3-Upper Level Built-In 0 750 0.01 0.1 386.6 269 413 413 4--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 849.2 764 1,132 1,132 12x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:764 Cooling Flow:1132 C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-349.8 8,823 0 5,580 5,580 4agdoor: Glazing-84 2,120 0 1,412 1,412 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 944 4,106 0 0 0 12F-0bw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.065 2548.2 14,412 0 1,591 1,591 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation, U-value 0.022 1332 2,549 0 1,436 1,436 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.027 1332 3,129 0 0 0 Subtotals for structure:36,656 0 10,455 10,455 People:4 800 920 1,720 Equipment:4,300 6,600 10,900 Lighting:1500 5,115 5,115 Ductwork:6,774 0 0 0 Infiltration: Winter CFM: 135, Summer CFM: 19 12,537 473 286 759 Ventilation: Winter CFM: 78, Summer CFM: 78 7,242 1,924 1,165 3,090 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 12.36 gal/day :4,533 0 0 0 AED Excursion:0 0 792 792 Total Building Load Totals:67,742 7,497 25,334 32,831 Check Figures Total Building Supply CFM:1,132 CFM Per Square ft.:0.285 Square ft. of Room Area:3,973 Square ft. Per Ton:1,452 Volume (ft³):25,257 Building Loads Total Heating Required Including Ventilation Air:67,742 Btuh 67.742 MBH Total Sensible Gain:25,334 Btuh 77 % Total Latent Gain:7,497 Btuh 23 % Total Cooling Required Including Ventilation Air:32,831 Btuh 2.74 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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 according to the manufacturer's performance data at your design conditions. C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,332.0 sq.ft.Supply Air:203 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.1 AC/hr Volume:10,656 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:20 CFM Runout Air:102 CFM Percent of Supply.:10 % Runout Duct Size:7 in.Actual Summer Vent.:14 CFM Runout Air Velocity:380 ft./min.Percent of Supply:7 % Runout Air Velocity:380 ft./min.Actual Winter Infil.:15 CFM Actual Loss:0.074 in.wg./100 ft.Actual Summer Infil.:2 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 42 X 8 336 0.050 4.4 1,462 0.0 0 0 E -Wall-15B0-10sf-8 38 X 8 304 0.050 4.4 1,322 0.0 0 0 S -Wall-12F-0bw 42 X 8 229 0.065 5.7 1,295 0.6 0 143 W -Wall-15B0-10sf-8 38 X 8 304 0.050 4.4 1,322 0.0 0 0 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 S -Gls-4a shgc-0.28 0%S (2)25 0.290 25.2 630 16.8 0 420 S -Gls-4a shgc-0.28 0%S 22.5 0.290 25.2 568 16.8 0 378 Floor-21A-20 1 X 1332 1332 0.027 2.3 3,129 0.0 0 0 Subtotals for Structure:11,230 0 1,941 Infil.: Win.: 15.0, Sum.: 2.1 336 4.146 1,393 0.095 53 32 Ductwork:869 0 AED Excursion:142 Equipment:900 1,200 Lighting:300 1,023 Room Totals:13,492 953 4,338 C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,332.0 sq.ft.Supply Air:516 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.6 AC/hr Volume:11,988 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:31 CFM Runout Air:103 CFM Percent of Supply.:6 % Runout Duct Size:7 in.Actual Summer Vent.:36 CFM Runout Air Velocity:386 ft./min.Percent of Supply:7 % Runout Air Velocity:386 ft./min.Actual Winter Infil.:64 CFM Actual Loss:0.076 in.wg./100 ft.Actual Summer Infil.:9 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 42 X 9 282 0.065 5.7 1,595 0.6 0 176 E -Wall-12F-0bw 38 X 9 330 0.065 5.7 1,866 0.6 0 206 S -Wall-12F-0bw 42 X 9 283.8 0.065 5.7 1,605 0.6 0 177 W -Wall-12F-0bw 38 X 9 308 0.065 5.7 1,742 0.6 0 192 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Gls-4a shgc-0.28 100%S (2)33 0.290 25.2 832 9.4 0 310 N -Gls-4a shgc-0.28 100%S (3)21 0.290 25.2 531 9.4 0 198 E -Gls-4a shgc-0.28 0%S 12 0.290 25.2 303 30.3 0 363 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 S -Gls-4a shgc-0.28 0%S (2)27.5 0.290 25.2 694 16.8 0 462 S -Gls-4a shgc-0.28 0%S 24.8 0.290 25.2 624 16.8 0 416 W -Gls-4a shgc-0.28 0%S (2)8 0.290 25.2 202 30.3 0 242 W -Gls-4a shgc-0.28 0%S 26 0.290 25.2 656 30.2 0 786 UP-Ceil-16B-44 23 X 1 23 0.022 1.9 44 1.1 0 25 Subtotals for Structure:13,271 0 4,695 Infil.: Win.: 64.3, Sum.: 9.1 1,440 4.146 5,970 0.094 225 136 Ductwork:1,325 0 AED Excursion:361 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:20,566 2,625 11,009 C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,309.0 sq.ft.Supply Air:413 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.4 AC/hr Volume:10,472 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:27 CFM Runout Air:103 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:28 CFM Runout Air Velocity:387 ft./min.Percent of Supply:7 % Runout Air Velocity:387 ft./min.Actual Winter Infil.:56 CFM Actual Loss:0.076 in.wg./100 ft.Actual Summer Infil.:8 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 42 X 8 267 0.065 5.7 1,510 0.6 0 167 E -Wall-12F-0bw 36 X 8 288 0.065 5.7 1,629 0.6 0 180 S -Wall-12F-0bw 42 X 8 272.5 0.065 5.7 1,541 0.6 0 170 W -Wall-12F-0bw 36 X 8 288 0.065 5.7 1,629 0.6 0 180 N -Gls-4a shgc-0.28 100%S (4)60 0.290 25.2 1,512 9.3 0 560 N -Gls-4a shgc-0.28 100%S 9 0.290 25.2 227 9.3 0 84 S -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 S -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 16.8 0 504 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 UP-Ceil-16B-44 1309 X 1 1309 0.022 1.9 2,505 1.1 0 1,411 Subtotals for Structure:12,155 0 3,819 Infil.: Win.: 55.7, Sum.: 7.9 1,248 4.146 5,174 0.095 195 118 Ductwork:1,193 0 AED Excursion:289 People: 200 lat/per, 230 sen/per:3 600 690 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:18,522 1,995 8,821 C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,332 13,492 196 2-7 380 4,338 953 203 203 2 Main Level 1,332 20,566 299 5-7 386 11,009 2,625 516 516 3 Upper Level 1,309 18,522 269 4-7 387 8,821 1,995 413 413 Ventilation 7,242 1,165 1,924 Humidification 4,533 Return Duct 3,387 0 0 System 1 total 3,973 67,742 764 25,334 7,497 1,132 1,132 System 1 Main Trunk Size:12x16 in. Velocity:849 ft./min Loss per 100 ft.:0.105 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.74 77% / 23%25,334 7,497 32,831 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh C:\Users\Slykke\Desktop\19723 Henning Ave.rh9 Tuesday, August 18, 2020, 12:22 PM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 8/18/2020 Mailing Address of the Dwelling or Dwelling Unit City 19723 Henning Ave Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Steffes BRYANT Powered Model 912SD48080 STFH080C2X045 BA13NA036 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:80,000 Capacity in Gallons: 80 Output in Tons:3 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 67,742 25,334 32,831 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct 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): Combustion Air Select a Type Not required per mech. code Select Type RENEW AIRE EV-200 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:200 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct DJM9/03/20X