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LA182117 - 8619 197th St W 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 ENERGY CODE200 AMP SERVICEGARAGE RIGHT2015 MN BUILDING &2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHFULL BASEMENTLEGACY 1STLOT 7, BLOCK 1INVENTORY HOMELAKEVILLE, 55044NOTED 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"GreatRoom24x24 FIXED24x24" FIXED(2) 2x10(2) 2x10SCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHTFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION WALLSGaragePorchWOOD66SIDEWALK 58 SFA-0BCOVER SHEET6-4-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670SCALE: 1" = 1'-0"1A-1Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode07/20/2020dmathews BOARD & BATTEN12812" RAKE END OVERHANG6" HARDIE FREEZE BD.6" HARDIE FREEZE BD.WOOD DECK12" RAKE128128128VINYL SIDINGFRONT ELEVATION - BSCALE: 3/16" = 1'-0"1A-1B6-4-20ELEVATIONSLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 VINYLSIDINGVINYLSIDINGVINYLSIDINGSCALE: 3/32" = 1'-0"LEFT ELEVATION3ELEVATIONS6-4-20SCALE: 3/32" = 1'-0"ROOF PLAN4SCALE: 3/32" = 1'-0"REAR ELEVATION1RIGHT ELEVATIONSCALE: 3/32" = 1'-0"2LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670A-2B-FBELEVATION - BSecure door closed until deck isconstructed with a separate permit. MechanicalRoom4" CONC. SLAB161 SFFLR.DRN.FutureBedroom4" CONC. SLABHVAC SOFFIT11-7/8" LSL JOISTS @ 16" O.C.T.O. 6" CURBEL. 108'-4"T.O. FOOTINGELEV. 100'-0"T.O. 6" CURBEL. 108'-4"Unexcavated4" CONC. SLABFutureFamily RoomSLOPE SLAB FOR DRAINAGEVARIES T.O. SLABT.O. 8" WALLEL. 107'-8"T.O. 6" CURBEL. 108'-4"EL. 108'-4"EL. 108'-4"T.O. 8" WALLEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 6" CURBT.O. 6" CURBT.O. 2" LEDGEEL. 107'-8"EL. 104'-4"T.O. FTG.EL. 100'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALL(3) 2x1060x42 SLIDER66-1/2" M.O.2" BRICK LEDGEEL. 107'-8"HOSEBIBHOSEBIBFTGS. T Y P . 24"x24"UP 15R28"Stairs32"4' BI-FOLD6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLAB 8'-4" TALL FOUNDATION WALLT.O. SLABEL. 100'-4"8" x 20" - TYPICALCONCRETE FOOTINGS5,000 LB. FOOTINGSTRENGTH MIX12" CONC. PIERS11-7/8" LSL JOISTS @ 16" O.C.8" x 20" - TYPICALCONCRETE FOOTINGS5,000 LB. FOOTINGSTRENGTH MIX1A-61A-7FutureBath4" CONC. SLAB40 SF (FLR)28"30"3x5 PSL36"x36"x12" FTG. PAD36"x36"x12" FTG. PAD(4 ) 2 x 6 2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHBEDROOMSTAIRREC ROOMBATHMECHANICALTOTAL178 SF86 SF524 SF79 SF161 SF1,028 SFSCALE: 3/16" = 1'-0"BASEMENT PLAN1BASEMENT PLAN6-4-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670A-3-FBUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. Garage@ 19.2" O.C. 20" FLR TRUSSUPPER LEVELWALL LINE @ELEV. CGreatRoomCARPETFoyerWOOD20 MINUTE FIRERATED DOORRO0F TRUSSES@ 24" O.C.MONO TRUSSES @ 24" O.C.8'x8' O.H. DOOR(2) 1-3/4"x11-7/8" LSL - CONT.16'x8' O.H. DOORROOF GIRDER(2) 2x1024x24 FIXED24x24" FIXED (2) 2x10 RAILING TOLANDING66 PorchWOOD66 32"Stairs(2) 2x10 (2) 2x10(5) 2x6(3) 2x12(2) 20" LVL'S PORTAL FRAME36"(4) 2x6StudyCARPET24"SEE FRAMING PLAN SEE FRAMING PLAN1A-624"PantryWOODBENCHMudRoomVINYLGASRANGEBathWOOD37 SF (FLR)24"DiningRoomWOOD(2) 2x101A-736x48 SH54x66 FIXED(2) 2x1030x6630x662- 2 x 6 2- 2 x 6 KitchenWOODO.C. (LANDING)2x8 @ 16"DNUPTYPICAL GARAGE WALLTYPICAL EXT. WALL24x24" FIXED DROP GARAGE 8-1/8"FOR 2ND FLOOR OVERGARAGE(2) 2x10(2) 2x10(2) 2x10(2) 9-1/2" LSL(2) 2x6(5) 2x62x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHSTUDY - CARPETGREAT ROOM - CARPET76 SF197 SFSTAIRS - CARPET78 SFKITCHEN/DINE/FOYER - WOOD426 SFMUD ROOM & W.I.C. - VINYL81 SFPOWDER BATH - WOOD31 SFA-4BFIRST FLOOR6-4-20PLANSCALE: 3/16" = 1'-0"FIRST FLOOR PLAN1LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670ELEVATION - BVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.53555555PFHPFH554.53.255 DN 16RRO0F TRUSSES@ 24" O.C.Stairs1A-742"HIGH WALLW/ WOOD CAP30"30"30"28"WD32"48x4872"x36"SLIDE IN TUBONE ROW OFTILE ON THE WALL ABOVE THE TUB(2) 2X104' BI-FOLD4' BI-FOLDW.I.C.Carpet30"SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING8'-9-1/8")28"28"GIRDER TRUSS(2) 2x10(2) 2x1024x2436x60(2) 2x1028"W.I.C.CarpetBedroom #2CARPETBedroom #3CARPET28"1A-6Bedroom #4CARPETGIRDER TRUSSMasterBedroomBathLVT35 SF (FLR)LaundryLVT57 SF (FLR)HallCARPET(2) 2x10(2) 2x10HallCARPETMasterBathC.T.72 SF (FLR)36x6036x6066" VANITY(2) 2x10(2) 9-1/2" LSL(3 ) 2 x 6 2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHMASTER BEDROOMLAUNDRY - LVTMASTER BATH - C.T.185 SF57 SFHALLWAYBEDROOM # 2142 SFBEDROOM # 3152 SFBATH - LVT56 SFBEDROOM # 4151 SF114 SF98 SF63 SFSCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51A-5BSECOND FLOOR6-4-20PLANLAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670ELEVATION - BOPTIONAL MASTER BATHTemper3336-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 11-7/8" LSL JOISTS @ 16" O.C.BOTTOM OF ALL FOOTINGS TO BE 42" MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL12820" FLOOR TRUSSESHVAC SOFFITBEYONDBEDROOM #4BEDROOM #2FoyerGarage4" CONCRETE SLAB PITCHEDTOWARDS OVERHEAD DOORS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTSTYPICAL GARAGE WALLBASEMENT11-7/8" TJI JOISTS @ 16" O.C.HALLStudy128128SCALE: 3/16" = 1'-0"BUILDING SECTION - ELEV. BA-61A-6BSECTION6-4-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 A-7SECTION6-4-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670SCALE: 1/4" = 1'-0"BUILDING SECTIONA-71 &GUETKRVKQP&CVG4GXKUKQP2TQLGEV0WODGT &CVG 55JGGVU QH2TKPV0COG 5KIPGF .KEGPUG0WODGT 0KEM*CPUQP&CVG +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC;QWPIHKGNF*QOGU+PE&QFF$QWNGXCTF.CMGXKNNG/0-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+)0%12;4+)*6*#0510)4172..%,WPGÄÄ4QEMHQTF/QFGN'NGXCVKQPU# $)CTCIG4KIJV/KPPGUQVC%QPUVTWEVKQP2#46+#..19'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#05'%6+105#6$4#%'&9#..2#0'.5#$18'%#06+.'8'4'&(.114(4#/+0)6*+55*''654'24'5'065#%1/2.'6'&'5+)01(6*'/#+09+0&(14%'4'5+56+0)5;56'/(146*''06+4'4'5+&'06+#.5647%674'6*'.1%#6+10#0&.'0)6*1('#%*$4#%'&9#..2#0'.#0&'0)+0''4'&9+0&4'5+56+0)'.'/'066*#6+54'37+4'&(146*'*#0510)41725&'5+)0+55*190106*'5647%674#.&4#9+0)59#..501652'%+(+%#..;.#$'.'&106*'2.#05/#;$'56#0&(4#/+0)5'%6+1055*190&'2+%6%100'%6+1051($4#%'&9#..2#0'.561411(64755'5#$18'61,1+56564755'5$.1%-+0)#$18'#0&61,1+56564755'5$.1%-+0)$'.196*'5'2#0'.5#4'0160'%'55#4+.;4'37+4'&61#.+)0$76/#;&'2'0&+0)102.#0.#;176411(64755'5$4#%'&9#..2#0'.(.#6Z"1% /+0 2'4$4#%'&9#..2#0'. 5+/2510#(4#/+0)#0).''#%*'0& Z0#+.52418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'. 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$1661/x%+4%7.#4*1.'7261/#;$'%76+061%'06'41(2.;911&0#+.(.1145*'#6*+0)61$.1%-+0)YF0#+.5"1%(#56'0$1661/ZY F0#+.5'8'4;1%2156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.ÄÄ/#:*'+)*6 (#56'06122.#6'61*'#&'4Y 4195F5+0-'40#+.5"1% ZZ$'#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& ÄÄ%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%*146*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170+105722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0$#6*411/126+10'.'8#6+10$/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 $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 $4#%'& 9#...+0'%105647%62146#.(4#/'#55*190+05 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 $4#%'& 9#...+0' Ä(6 $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 ProductsPlotID Length ProductPlies Net Qty1-11.875" LVL-22' 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 13-11.875" LVL-12' 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 33x5 PSL 10' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 1TS1 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 13TS2 22' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8TS3 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 81-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 92-2x10 Trtd. 12' 0" 2 X 10 SP No.1 P 2 22-2x10 Trtd. 8' 0" 2 X 10 SP No.1 P 2 2 Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 NoH2 4 Simpson LUS210 8- 10dx1.5 - 4- 10d NoWall FramingPlotID Length Product Plies Net Qty3-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 3 3CSCSCSCSCSCSCSCS3-11.875" LVL-12'2-9.5" LSL-8'1-11.875" LSL-6'3x5 PSL2-2x10 Trtd.2-2x10 Trtd.RimRimRimRimRimRimRimRimSquash BlockingSquash Blocking1-11.875" LVL-22'H1Solid Blocking3-2x10-6'RimRound 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 holesTS116" O.C.TS316" O.C.H2TS216" O.C.4-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Home8619 197th Street WCity, State:Lakeville, MNPlan/Model #:RockfordJob Number:24166Lyman 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:6/26/2020Revised By:Jeff D.Revision Date:7/20/2020Revision #:4SALES 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 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 NoH2 2 User HUCQ1.81/11-SDSNot RequiredH5 21 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoProductsPlotID Length ProductPlies Net QtyF32' 32' 0" 11 7/8" TJI 210 joist 1 8F22' 22' 0" 11 7/8" TJI 210 joist 1 5F18' 18' 0" 11 7/8" TJI 210 joist 1 5F14' 14' 0" 11 7/8" TJI 210 joist 1 16F8' 8' 0" 11 7/8" TJI 210 joist 1 32-20" LVL-16' 16' 0" 1 3/4" x 20" 2.0E Microllam LVL 222-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 21-11.875" LSL-18' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 11-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS1 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-7.25" LSL-20' 20' 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 92x8 Flat Blocking 10' 3 1/2" 2x8 blocking (11 7/8" joist depth) 1 13-2x12-12' 12' 0" 2 x 12 SPF No.1/No.2 3 3Wall FramingPlotID Length ProductPlies Net Qty2-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-2x10-12' 12' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-8' 8' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 12 Start Joist Layout Here. 16" o/cCSCSCS2-11.875" LSL-8'RimRimRimRimRimRimRim2x8 Flat Blocking1-11.875" LSL-10'TS21-11.875" LSL-18'TS12-2x10-12'2-2x10-4'2-2x10-4'2-2x10-4'2-2x10-6'2-2x10-4'2-2x10-8'2-2x10-4'2-11.875" LSL-6'2-11.875" LSL-20'3-2x12-12'E1 Alt2'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.2-7.25" LSL-20'H2H1H22-9.5" LSL-4'2-20" LVL-16'RimRoof Girder1' 1"1' 7"2-2x10-4'F14'16" O.C.F14'16" O.C.F14'16" O.C.F32'16" O.C.F18'16" O.C.F22'16" O.C.F8'16" O.C.H5H5H5H5H52 Trimmers2 Trimmers2 Trimmers5-2x62-2x62-2x64-2x6← Floor Trusses →5-2x68670#3-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Home8619 197th Street WCity, State:Lakeville, MNPlan/Model #:RockfordJob Number:24166Lyman 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:6/26/2020Revised By:Jeff D.Revision Date:7/20/2020Revision #:4SALES 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 ProductPlies Net Qty2-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-2x10-8' 8' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 82-2x10-8'2-2x10-4'2-2x10-4'2-2x10-4'2-9.5" LSL-4'2-2x10-6'2-2x10-8'Roof Girder2-2x10-4'2 Trimmers3-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Home8619 197th Street WCity, State:Lakeville, MNPlan/Model #:RockfordJob Number:24166Lyman 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:6/26/2020Revised By:Jeff D.Revision Date:7/20/2020Revision #:4SALES 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 Homes 8619 197th St Lakeville, MN 55044 Prepared By: Samantha Carley Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Friday, June 12, 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:Friday, June 12, 2020 Client Name:Country Joe Homes Client Address:8619 197th St Client City:Lakeville, MN 55044 Company Name:Air Mechanical Company Representative:Samantha Carley Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South 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:996 CFM Per Square ft.:0.306 Square ft. of Room Area:3,260 Square ft. Per Ton:1,316 Volume (ft³):19,765 Building Loads Total Heating Required Including Ventilation Air:57,061 Btuh 57.061 MBH Total Sensible Gain:22,463 Btuh 76 % Total Latent Gain:7,274 Btuh 24 % Total Cooling Required Including Ventilation Air:29,736 Btuh 2.48 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\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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 122 CFM 63 CFM Infiltration Actual:0.280 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 19,765 X 19,765 5,536 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:92 CFM 0 CFM Total Building Ventilation:80 CFM 80 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 (122 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (63 CFM), Construction: Average C:\Users\Slykke\Desktop\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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 2.48 1,316 3,260 22,463 7,274 29,736 57,061 626 996 996 System 1 2.48 1,316 3,260 22,463 7,274 29,736 57,061 626 996 996 12x15 Ventilation 1,195 1,974 3,169 7,428 Return Duct 0 0 0 2,853 Humidification 3,915 Zone 1 3,260 21,267 5,300 26,567 42,865 626 996 996 12x15 1-Lower Level 1,028 2,852 900 3,752 8,811 129 134 134 2--6 2-Main Level 1,028 9,446 2,400 11,846 16,516 241 443 443 5--6 3-Upper Level 1,204 8,970 2,000 10,970 17,537 256 420 420 4--7 C:\Users\Slykke\Desktop\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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 0.1 340.2 129 134 134 2--6 2-Main Level Built-In 0 750 0.01 0.1 450.8 241 443 443 5--6 3-Upper Level Built-In 0 750 0.01 0.1 393.1 256 420 420 4--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 797.1 626 996 996 12x15 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:626 Cooling Flow:996 C:\Users\Slykke\Desktop\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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-256.2 6,463 0 4,235 4,235 4agdoor: Glazing-42 1,060 0 706 706 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 880 3,828 0 0 0 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 120 564 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 2255.8 12,758 0 1,407 1,407 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 1204 2,304 0 1,298 1,298 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 1028 2,415 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 176 536 0 55 55 Subtotals for structure:31,445 0 8,137 8,137 People:5 1,000 1,150 2,150 Equipment:4,300 6,600 10,900 Lighting:1500 5,115 5,115 Ductwork:5,706 0 0 0 Infiltration: Winter CFM: 92, Summer CFM: 0 8,567 0 0 0 Ventilation: Winter CFM: 80, Summer CFM: 80 7,428 1,974 1,195 3,169 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 10.67 gal/day :3,915 0 0 0 AED Excursion:0 0 265 265 Total Building Load Totals:57,061 7,274 22,463 29,736 Check Figures Total Building Supply CFM:996 CFM Per Square ft.:0.306 Square ft. of Room Area:3,260 Square ft. Per Ton:1,316 Volume (ft³):19,765 Building Loads Total Heating Required Including Ventilation Air:57,061 Btuh 57.061 MBH Total Sensible Gain:22,463 Btuh 76 % Total Latent Gain:7,274 Btuh 24 % Total Cooling Required Including Ventilation Air:29,736 Btuh 2.48 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\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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:1,028.0 sq.ft.Supply Air:134 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.0 AC/hr Volume:8,224 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:16 CFM Runout Air:67 CFM Percent of Supply.:12 % Runout Duct Size:6 in.Actual Summer Vent.:11 CFM Runout Air Velocity:340 ft./min.Percent of Supply:8 % Runout Air Velocity:340 ft./min.Actual Winter Infil.:4 CFM Actual Loss:0.073 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0 E -Wall-15B0-10sf-4 30 X 4 120 0.054 4.7 564 0.0 0 0 S -Wall-15B0-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0 W -Wall-15B0-10sf-8 30 X 8 240 0.050 4.4 1,044 0.0 0 0 E -Wall-12F-0bw 30 X 4 102.5 0.065 5.7 580 0.6 0 64 E -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 Floor-21A-20 1 X 1028 1028 0.027 2.3 2,415 0.0 0 0 Subtotals for Structure:7,829 0 593 Infil.: Win.: 4.3, Sum.: 0.0 120 3.300 396 0.000 0 0 Ductwork:586 0 AED Excursion:36 Equipment:900 1,200 Lighting:300 1,023 Room Totals:8,811 900 2,852 C:\Users\Slykke\Desktop\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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:1,028.0 sq.ft.Supply Air:443 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.9 AC/hr Volume:9,252 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:31 CFM Runout Air:89 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:36 CFM Runout Air Velocity:451 ft./min.Percent of Supply:8 % Runout Air Velocity:451 ft./min.Actual Winter Infil.:45 CFM Actual Loss:0.127 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 40 X 9 290.5 0.065 5.7 1,643 0.6 0 181 E -Wall-12F-0bw 30 X 9 258 0.065 5.7 1,459 0.6 0 161 S -Wall-12F-0bw 40 X 9 253.8 0.065 5.7 1,435 0.6 0 158 W -Wall-12F-0bw 30 X 9 270 0.065 5.7 1,527 0.6 0 168 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Gls-4a shgc-0.28 100%S (2)27.5 0.290 25.2 694 9.4 0 258 E -Gls-4a shgc-0.28 0%S (3)12 0.290 25.2 303 30.3 0 363 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 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 12 0.290 25.2 303 16.8 0 202 Subtotals for Structure:11,259 0 3,511 Infil.: Win.: 44.8, Sum.: 0.0 1,260 3.300 4,158 0.000 0 0 Ductwork:1,099 0 AED Excursion:118 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:16,516 2,400 9,446 C:\Users\Slykke\Desktop\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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:1,204.0 sq.ft.Supply Air:420 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.6 AC/hr Volume:9,632 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:33 CFM Runout Air:105 CFM Percent of Supply.:8 % Runout Duct Size:7 in.Actual Summer Vent.:34 CFM Runout Air Velocity:393 ft./min.Percent of Supply:8 % Runout Air Velocity:393 ft./min.Actual Winter Infil.:43 CFM Actual Loss:0.079 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 40 X 8 256 0.065 5.7 1,448 0.6 0 160 E -Wall-12F-0bw 36 X 8 288 0.065 5.7 1,629 0.6 0 180 S -Wall-12F-0bw 40 X 8 265 0.065 5.7 1,499 0.6 0 165 W -Wall-12F-0bw 36 X 8 272 0.065 5.7 1,538 0.6 0 170 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 4 0.290 25.2 101 9.3 0 37 S -Gls-4a shgc-0.28 0%S (3)45 0.290 25.2 1,134 16.8 0 756 S -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 16.8 0 168 W -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 30.3 0 484 UP-Ceil-16B-44 1204 X 1 1204 0.022 1.9 2,304 1.1 0 1,298 Floor-20P-30 1 X 176 176 0.035 3.0 536 0.3 0 55 Subtotals for Structure:12,357 0 4,033 Infil.: Win.: 43.2, Sum.: 0.0 1,216 3.300 4,013 0.000 0 0 Ductwork:1,167 0 AED Excursion:112 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:17,537 2,000 8,970 C:\Users\Slykke\Desktop\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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 1,028 8,811 129 2-6 340 2,852 900 134 134 2 Main Level 1,028 16,516 241 5-6 451 9,446 2,400 443 443 3 Upper Level 1,204 17,537 256 4-7 393 8,970 2,000 420 420 Ventilation 7,428 1,195 1,974 Humidification 3,915 Return Duct 2,853 0 0 System 1 total 3,260 57,061 626 22,463 7,274 996 996 System 1 Main Trunk Size:12x15 in. Velocity:797 ft./min Loss per 100 ft.:0.096 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.48 76% / 24%22,463 7,274 29,736 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\8619 197th St.rh9 Friday, June 12, 2020, 12:09 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 6/12/2020 Mailing Address of the Dwelling or Dwelling Unit City 8619 197th St 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 Westinghouse BRYANT Powered Model 912SD48080 WEG100C2X045 BA13NA030 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:80,000 Capacity in Gallons: 100 Output in Tons:2.5 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 57,061 22,463 29,736 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 07/06/2020XKP