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LA179887 8027 180th 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 LEFTLOOKOUT2015 MN BUILDING &SUMMER'S CREEKLOT 24, BLOCK 2 8027 - 180th STREET W.BRITTNEY DONEFF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHLAKEVILLE, 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 SUPPLIERNICK JOHNSON &SCALE: 3/8" = 1'-0"24x24 FIXED24x24 FIXEDGreatRoomCARPETSCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHTSIDEWALK 53 SFPorchGarage66FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATIONGARAGE DROPPED 7-1/2" @ FRONT WALL ONLY (1 RISERS)8'-4" TALL FOUNDATION WALLSSCALE: 1-1/2" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-13-5-20A-0COVER SHEETLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/07/2020dmathews 6"X6"X6" BRACKETS - BL246118" RAKE END OVERHANG121012106"X6"X6" BRACKETS - BL246118" RAKE END OVERHANG1210BUMPED OUT SHED ROOF10" HEEL HEIGHTMAIN 8:12 PITCH ROOF1'-0 1/4" HEEL HEIGHTWOOD DECKHARDIE LAPHARDIE SHAKESHARDIE B&BSCALE: 1/4" = 1'-0"1FRONT ELEVATION - A6" HARDIE FREEZE BD.6" HARDIE FREEZE BD.6" TRIMHARDIE LAP3-5-20ELEVATIONSA-1LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 A-2LEFT ELEVATION2SCALE: 1/8" = 1'-0"A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"RIGHT ELEVATION3A-2VINYLSIDINGWOOD DECKSCALE: 1/8" = 1'-0"ROOF PLANA-243-5-20ELEVATIONSA-2LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670Secure door closed until deck isconstructed with a separate permit. MechanicalRoom4" CONC. SLAB212 SF28"30"FinishedBathVINYL45 (FLOOR)(2) 11-7/8" LVLBEARING WALL7A6T.O. 6" CURBEL. 108'-4"8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGLELEV. 100'-0"'T.O. 8" WALL108'-4"4A36A3T.O. 6" CURBEL. 108'-4"Unexcavated4" CONC. SLABFinishedFamily RoomCARPETFinishedBedroom #5CARPET24 "HVAC SOFFITBASEMENT PLAN1SCALE: 1/4" = 1'-0"UP 15R2A6HVACCHASEABOVESLOPE SLAB FOR DRAINAGE VARIEST.O. SLABEL. 108'-4"EL. 107'-8-1/2"T.O. 8" WALLEL. 107'-0-1/2"T.O. 6" CURBT.O. 6" CURBT.O. 2" LEDGEEL. 107'-8"EL. 104'-4"T.O. FTG.T.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 100'-0"8'-4" TALL FOUNDATION WALLEL. 100'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALL60x42 SLIDER60x42 SLIDER90x42 SLIDERT.O. 8" CONC.T.O. FTG.EL. 103'-6"EL. 100'-0"P.T. 2X8 DECK JOISTS @ 16" O.C.FTGS. TYP.24"x24"3A612" CONC. PIERS28"32"T.O. 6" CURBEL. 107'-8-1/2"EL. 103'-8-1/2"T.O. FTG.HOSEBIBHOSEBIB6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLAB(1) 11-7/8" LSLT.O. 8" WALLEL. 107'-0-1/2"T.O. 6" CURBEL. 107'-8-1/2"36"x36"x12" FTG. PAD2" BRICK LEDGEEL. 107'-8"SEE FRAMING PLAN 11-7/8" TIMBERSTRAND LSL JOISTS MECH RM ONLY (1) 11-7/8" LSL2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHBEDROOM #5MECHANICALBATHSTAIRSTOTAL217 SF212 SF88 SF83 SF1,399 SFFAMILY ROOM799 SF2A-3SCALE: 3/4" = 1'-0"FINISHED BASEMENTS ONLYBASEMENT PLANA-33-5-20LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670LOOKOUTInterior BWP Above333UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. DN 15R UP 16R TYPICAL GARAGE WALL Garage 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORS 5/8" TYPE X GYP. BRD. ON ALL COMMON WALLS & CEILINGS. MUD ALL JOINTS @ 24" O.C.20" FLR TRUSSGIRDER TRUSSWALL LINE ABOVE UPPER LEVEL WALL LINE Great Room WOOD Dining Room WOOD Foyer WOOD STUDY CARPET 20 MINUTE FIRE RATED DOOR RO0F TRUSSES @ 24" O.C. TYPICAL EXT. WALL 28"8'x8' O.H. DOOR 2 A6 NEWEL POST BEARING WALL SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN1 CANTILEVER CLOSET FLOOR HVAC (2) 11 7/8" LSL CONT. HEADER 16'x8' O.H. DOOR 42"54x66 FIXED (2) 9-1/2" LSL 30x6630x66 2-2x62-2x6(2) 2x10 36x6636x66 2-2x62-2x636x66 (2) 1-3/4x9-1/2" LSLDROPPED(3) 2x10 (2) 2x10(2) 2x10 GARAGE PLATE 8-1/8" LOWER THAN HOUSE PLATE. RAILING TO LANDING4-2x64-2x666 Porch WOOD 6 6 Kitchen WOOD 3 2 " Stairs GIRDER TRUSS @ 24" O.C.MONO TRUSSESMONO GIRDERSTANDARD GAS FIREPLACE (+96")DWPORTAL FRAMEFLUSH BEAM ABOVEFlex Room CARPET Mud Room VINYL W.I.C. VINYL Bath WOOD 26 SF FAN Pantry WOOD DROP ZONE BENCH 28"30"32"28"Hall WOOD Hall WOOD 28" SD SD (2)36x60 MULLED 24x24 FIXED24x24 FIXED(2) 2x10(2) 2x10(2) 2x10(2) 2x10 2 A-7 36" 36" (2) 2x10 (2) 2x10(2) 2x104-2x64-2x64-2x6GIRDER TRUSS4-2x65x7 PSL(2) 9-1/2" LSL CONT. HEADER (2) 2x10 11-7/8" TJI JOISTSSEE EWP PLAN FOR SPACING11-7/8" TJI JOISTSSEE EWP PLAN FOR SPACING2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH STUDY GREAT ROOM 104 SF 254 SF STAIRS 86 SF KITCHEN/DINE/FOYER - WOOD 487 SF MUD ROOM & W.I.C.78 SF FLEX ROOM 150 SF REAR HALL - WOOD 21 SF BATH - WOOD 26 SF HALL & PANTRY - WOOD 47 SF 3-5-20 FIRST FLOOR PLAN A-4LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066LIC. # BC627670(3)14" LVLTemper if glass within 36" of landing floor. BWP Above Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. 3.5 3.75 3.75 8 9 3.5 7 7 5 5 5 5 SECOND FLOOR PLAN1SCALE: 1/4" = 1'-0"DN 16RLOWER LEVELWALL LINELOWER LEVELWALL LINELOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES @ 24" O.C.MasterBedroomWOODMasterBathVINYL60 SF (FLR)FANW.I.C.CarpetBedroom #2CARPETBedroom #3CARPETBedroom #4CARPETFANINBathVINYL48 SF (FLR)LAUNDRYVINYL63 SF (FLR)HallwayCARPET42"HIGH WALL W/W/WOOD CAPRO0F TRUSSES @ 24" O.C.30"30"32"3 0 "30"28"PKT.28"28"CENTERED ON RIDGE ABOVE2A63A6RO0F TRUSSES@ 24" O.C.GIRDERTRUSS36x6036x60SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING(8'-9-1/8")(2) 2X10(2) 2X10(3) 2X10(2) 2X10(2) 2X10(2) 2X10SLIDELINEN42x60(2) 2X1028"W D (+84")SOFFIT28"28"24"24"(2) 2X103-2x63-2x62x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHMASTER BEDROOM - WOODLAUNDRY - VINYLMASTER BATH - VINYL230 SF63 SF93 SFHALLWAY & LINEN125 SF139 SFBEDROOM # 4153 SFBEDROOM # 3171 SF73 SF63 SF3-5-20SECOND FLOORA-5LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.332.52.5 SCALE: 1/4" = 1'-0"BUILDING SECTIONA-6111-7/8" TJI JOISTS @ 16" O.C.BOTTOM OF ALL FOOTINGS TO BE 4' MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL1210StairsStairs2x102x1020" FLOOR TRUSSESHVAC SOFFITBEYONDBEDROOM # 3HallFoyerGarage4" CONCRETE SLAB PITCHEDTOWARDS OVERHEAD DOORS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTSTYPICAL GARAGE WALLBASEMENTCL.11-7/8" TJI JOISTS @ 16" O.C.3-5-20SECTIONA-6LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 1A-7SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"PORCH SECTION22' CANTILEVERED JOISTS.BLOCK JOISTS PER MFG.SPECIFICATIONCOLUMN BEYONDSEE ELEVATIONSAND FLOOR PLAN(3) 2X10 BEAMVERIFY: FASCIA TOPLANE OUT WITHGARAGE FASCIAFoyerCOVEREDPORCHMECH.ROOMBEDROOM #23-5-20SECTIONA-7LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 ProductsPlotID Length ProductPlies Net QtyF28' 28' 0" 11 7/8" TJI 210 joist 1 9F24' 24' 0" 11 7/8" TJI 210 joist 1 6F20' 20' 0" 11 7/8" TJI 210 joist 1 19F16' 16' 0" 11 7/8" TJI 210 joist 1 7F10' 10' 0" 11 7/8" TJI 210 joist 1 1TJI Blocking 6' 7" 11 7/8" TJI 210 joist 1 1F4' 4' 0" 11 7/8" TJI 210 joist 1 31-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 13-11.875" LVL-14' 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 32-11.875" LVL-12' 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 23x7 PSL 10' 0" 3 1/2" x 7" 1.8E Parallam PSL 1 15x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2TS1 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 141-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS4 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 132x8 Flat Blocking 3' 4 3/4" 2x8 blocking (11 7/8" joist depth) 1 13-2x10 Trtd. 11' 0" 2 X 10 SP No.1 P 3 33-2x10 Trtd. 10' 0" 2 X 10 SP No.1 P 3 3Wall FramingPlotID Length ProductPlies Net Qty3-9.5" LSL 10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 32-9.5" LSL 6' 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 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 2 Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 2 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 NoH2 6 Simpson IUS2.06/9.5 8- 10dx1.5 - 2- 10dx1.5 YesH3 1 Simpson LUS210 8- 10dx1.5 - 4- 10d No2-2x10-4'2-11.875" LVL-12'3-11.875" LVL-14'F28'F20'F20'F20'RimRimRimRimRimRimRimRimRimRimRimRimTJI BlockingF28'2'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.1-11.875" LVL-24'F28'F28'F28'5x5 PSL5x5 PSLF20'1' 5"1' 3"3x7 PSLTS4Rim2x8 Flat BlockingE1 Alt1-11.875" LSL-12'2-9.5" LSL 6'2-2x10-6'3-9.5" LSL 10'1' 4"F10'1' 4"F20'3-2x10 Trtd.3-2x10 Trtd.H1TS2RimH1H3F28'16" O.C.F20'16" O.C.F16'16" O.C.F4'16" O.C.H2F24'16" O.C.TS116" O.C.H23 TrimmersLSL joists in this areaCustomer:Job Name:Address/Lot:Youngfield HomesJohnson & Doneff Residence8027 180th Street WCity, State:Lakeville, MNPlan/Model #:OxfordJob Number:24078Lyman 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:4/22/2020Revised 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 4 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - NoH2 1 Simpson LUS210 8- 10d common - 4- 10d common NoH3 1 Simpson IUS1.81/11.88 10- 10d common - 2- 10d x 1-1/2 NoH4 10 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoProductsPlotID Length ProductPlies Net QtyF36' 36' 0" 11 7/8" TJI 210 joist 1 8F20' 20' 0" 11 7/8" TJI 210 joist 1 14F16' 16' 0" 11 7/8" TJI 210 joist 1 7F14' 14' 0" 11 7/8" TJI 210 joist 1 73-14" LVL-20' 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 333-14" LVL-14' 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 332-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 25x7 PSL 8' 0" 5 1/4" x 7" 1.8E Parallam PSL 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 11-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 42-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-7.25" LSL-22' 22' 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 82x8 Flat Blocking 17' 7 7/16" 2x8 blocking (11 7/8" joist depth) 1 1Wall FramingPlotID Length Product Plies Net Qty2-2x10-10' 10' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 23-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 8 Start Joist Layout Here. 16" o/cCS2-2x10-4'3-2x10-4'2-2x10-3'2-2x10-3'2-2x10-5'3-14" LVL-20'2-9.5" LSL-10'1-11.875" LSL-12'2-11.875" LVL-24'2-11.875" LSL-20'Girder TrussGirder Truss2-7.25" LSL-22'RimRimRimRimRimRim2x8 Flat BlockingRimRim3-14" LVL-14'E1 AltGirder Truss2'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.2-9.5" LSL-12'5x7 PSLGirder Truss2-2x10-4'Rim2-2x10-6'1-11.875" LSL-8'2-2x10-10'H32-2x10-7'2-9.5" LSL-12'2-2x10-3'2-2x10-3'F14'16" O.C.F20'16" O.C.F16'16" O.C.H1H4F36'16" O.C.4-2x64-2x64-2x64-2x63-2x63-2x64-2x64-2x6Customer:Job Name:Address/Lot:Youngfield HomesJohnson & Doneff Residence8027 180th Street WCity, State:Lakeville, MNPlan/Model #:OxfordJob Number:24078Lyman 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:4/22/2020Revised 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 32-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 122-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 2Girder Truss2-2x10-4'2-2x10-4'2-2x10-4'2-2x10-4'3-2x10-7'2-2x10-4'2-2x10-4'2-2x10-3'3-2x63-2x6Customer:Job Name:Address/Lot:Youngfield HomesJohnson & Doneff Residence8027 180th Street WCity, State:Lakeville, MNPlan/Model #:OxfordJob Number:24078Lyman 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:4/22/2020Revised 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 Homes 8027 180th St Lakeville, MN 55044 Prepared By: Samantha Carley Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, April 7, 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, April 7, 2020 Client Name:Country Joe Homes Client Address:8027 180th 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:1,034 CFM Per Square ft.:0.252 Square ft. of Room Area:4,101 Square ft. Per Ton:1,624 Volume (ft³):26,042 Building Loads Total Heating Required Including Ventilation Air:71,599 Btuh 71.599 MBH Total Sensible Gain:23,423 Btuh 77 % Total Latent Gain:6,870 Btuh 23 % Total Cooling Required Including Ventilation Air:30,294 Btuh 2.52 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\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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 161 CFM 82 CFM Infiltration Actual:0.307 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 26,042 X 26,042 7,994 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:133 CFM 0 CFM Total Building Ventilation:90 CFM 90 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 (161 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (82 CFM), Construction: Average C:\Users\Slykke\Desktop\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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 2.52 1,624 4,101 23,423 6,870 30,294 71,599 799 1,034 1,034 System 1 2.52 1,624 4,101 23,423 6,870 30,294 71,599 799 1,034 1,034 12x15 Ventilation 1,345 2,220 3,565 8,357 Return Duct 0 0 0 3,580 Humidification 4,859 Zone 1 4,101 22,079 4,650 26,729 54,803 799 1,034 1,034 12x15 1-Lower Level 1,402 3,813 1,100 4,913 13,835 202 179 179 2--6 2-Main Level 1,402 10,875 1,700 12,575 23,326 340 509 509 5--7 3-Upper Level 1,297 7,391 1,850 9,241 17,642 257 346 346 4--6 C:\Users\Slykke\Desktop\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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 0.1 454.9 202 179 179 2--6 2-Main Level Built-In 0 750 0.01 0.1 381.3 340 509 509 5--7 3-Upper Level Built-In 0 750 0.01 0.1 440.9 257 346 346 4--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 827.5 799 1,034 1,034 12x15 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:799 Cooling Flow:1034 C:\Users\Slykke\Desktop\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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-409.8 10,335 0 7,006 7,006 4agdoor: Glazing-21 530 0 353 353 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 1072 4,664 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 2799.2 15,830 0 1,747 1,747 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 1402 2,683 0 1,511 1,511 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 1402 3,293 0 0 0 Subtotals for structure:38,852 0 11,053 11,053 People:6 1,200 1,380 2,580 Equipment:3,450 5,200 8,650 Lighting:1100 3,751 3,751 Ductwork:7,160 0 0 0 Infiltration: Winter CFM: 133, Summer CFM: 0 12,371 0 0 0 Ventilation: Winter CFM: 90, Summer CFM: 90 8,357 2,220 1,345 3,565 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 13.25 gal/day :4,859 0 0 0 AED Excursion:0 0 695 695 Total Building Load Totals:71,599 6,870 23,423 30,294 Check Figures Total Building Supply CFM:1,034 CFM Per Square ft.:0.252 Square ft. of Room Area:4,101 Square ft. Per Ton:1,624 Volume (ft³):26,042 Building Loads Total Heating Required Including Ventilation Air:71,599 Btuh 71.599 MBH Total Sensible Gain:23,423 Btuh 77 % Total Latent Gain:6,870 Btuh 23 % Total Cooling Required Including Ventilation Air:30,294 Btuh 2.52 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\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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:1,402.0 sq.ft.Supply Air:179 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.0 AC/hr Volume:11,216 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:23 CFM Runout Air:89 CFM Percent of Supply.:13 % Runout Duct Size:6 in.Actual Summer Vent.:16 CFM Runout Air Velocity:455 ft./min.Percent of Supply:9 % Runout Air Velocity:455 ft./min.Actual Winter Infil.:16 CFM Actual Loss:0.130 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 50 X 8 400 0.050 4.4 1,740 0.0 0 0 E -Wall-15B0-10sf-8 42 X 8 336 0.050 4.4 1,462 0.0 0 0 S -Wall-12F-0bw 50 X 8 338.8 0.065 5.7 1,916 0.6 0 211 W -Wall-15B0-10sf-8 42 X 8 336 0.050 4.4 1,462 0.0 0 0 S -Gls-4a shgc-0.28 0%S (2)35 0.290 25.2 884 16.8 0 588 S -Gls-4a shgc-0.28 0%S 26.2 0.290 25.2 662 16.8 0 441 Floor-21A-20 1 X 1402 1402 0.027 2.3 3,293 0.0 0 0 Subtotals for Structure:11,419 0 1,240 Infil.: Win.: 16.3, Sum.: 0.0 400 3.780 1,512 0.000 0 0 Ductwork:904 0 AED Excursion:120 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:900 1,200 Lighting:300 1,023 Room Totals:13,835 1,100 3,813 C:\Users\Slykke\Desktop\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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:1,402.0 sq.ft.Supply Air:509 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.4 AC/hr Volume:12,618 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:38 CFM Runout Air:102 CFM Percent of Supply.:8 % Runout Duct Size:7 in.Actual Summer Vent.:44 CFM Runout Air Velocity:381 ft./min.Percent of Supply:9 % Runout Air Velocity:381 ft./min.Actual Winter Infil.:67 CFM Actual Loss:0.074 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 50 X 9 380.5 0.065 5.7 2,152 0.6 0 237 E -Wall-12F-0bw 42 X 9 361.5 0.065 5.7 2,044 0.6 0 226 S -Wall-12F-0bw 50 X 9 301.8 0.065 5.7 1,706 0.6 0 188 W -Wall-12F-0bw 42 X 9 330.2 0.065 5.7 1,868 0.6 0 206 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)27.5 0.290 25.2 694 9.4 0 258 E -Gls-4a shgc-0.28 0%S 16.5 0.290 25.2 416 30.2 0 499 S -Gls-4a shgc-0.28 0%S (5)75 0.290 25.2 1,890 16.8 0 1,260 S -Gls-4agdoor shgc-0.28 0%S 21 0.290 25.2 530 16.8 0 353 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 13.8 0.290 25.2 347 30.3 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-44 105 X 1 105 0.022 1.9 201 1.1 0 113 Subtotals for Structure:15,541 0 6,098 Infil.: Win.: 67.4, Sum.: 0.0 1,656 3.781 6,261 0.000 0 0 Ductwork:1,524 0 AED Excursion:342 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,500 2,500 Lighting:500 1,705 Room Totals:23,326 1,700 10,875 C:\Users\Slykke\Desktop\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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:1,297.0 sq.ft.Supply Air:346 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.0 AC/hr Volume:10,376 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:29 CFM Runout Air:87 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:30 CFM Runout Air Velocity:441 ft./min.Percent of Supply:9 % Runout Air Velocity:441 ft./min.Actual Winter Infil.:50 CFM Actual Loss:0.122 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 8 248 0.065 5.7 1,402 0.6 0 155 E -Wall-12F-0bw 36 X 8 288 0.065 5.7 1,629 0.6 0 180 S -Wall-12F-0bw 40 X 8 262.5 0.065 5.7 1,484 0.6 0 164 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 (3)45 0.290 25.2 1,134 9.3 0 420 N -Gls-4a shgc-0.28 100%S (2)27 0.290 25.2 682 9.3 0 252 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 S -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 16.8 0 168 S -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 16.8 0 504 UP-Ceil-16B-44 1297 X 1 1297 0.022 1.9 2,482 1.1 0 1,398 Subtotals for Structure:11,892 0 3,715 Infil.: Win.: 49.5, Sum.: 0.0 1,216 3.781 4,598 0.000 0 0 Ductwork:1,152 0 AED Excursion:233 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,050 1,500 Lighting:300 1,023 Room Totals:17,642 1,850 7,391 C:\Users\Slykke\Desktop\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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 1,402 13,835 202 2-6 455 3,813 1,100 179 179 2 Main Level 1,402 23,326 340 5-7 381 10,875 1,700 509 509 3 Upper Level 1,297 17,642 257 4-6 441 7,391 1,850 346 346 Ventilation 8,357 1,345 2,220 Humidification 4,859 Return Duct 3,580 0 0 System 1 total 4,101 71,599 799 23,423 6,870 1,034 1,034 System 1 Main Trunk Size:12x15 in. Velocity:827 ft./min Loss per 100 ft.:0.103 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.52 77% / 23%23,423 6,870 30,294 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\8027 180th St.rh9 Tuesday, April 7, 2020, 8:48 AM 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 4/7/2020 Mailing Address of the Dwelling or Dwelling Unit City 8027 180th 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 BA13NA036 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:80,000 Capacity in Gallons: 100 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 71,599 23,423 30,294 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 05/21/2020XKP