Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA181895 - 19573 Hibbing Way Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 200 AMP SERVICEGARAGE RIGHTWALKOUTLEGACY 2ND ADD.LOT 6, BLOCK 319573 HIBBING WAYNOTED 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 SUPPLIERLAKEVILLE, 55044INVENTORY HOMEENERGY CODE2015 MN BUILDING &2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHSCALE: 1/4" = 1'-0"COLUMN #7 - STRAIGHTSIDEWALK 106 SF1221210 2210662FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETEPORCH & DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION WALLSA-0COVER SHEET6-10-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670SCALE: 1/2" = 1'-0"Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode07/08/2020dmathews 124124FRONT ELEVATION - CSCALE: 3/16" = 1'-0"1A-1C6-10-20ELEVATIONSLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 REAR ELEVATION - CPorchSCALE: 3/32" = 1'-0"RIGHT ELEVATION - C3A-2AELEVATIONS6-10-20SCALE: 3/32" = 1'-0"ROOF PLAN - C4SCALE: 3/32" = 1'-0"REAR ELEVATION - C1LEFT ELEVATION - CSCALE: 3/32" = 1'-0"2LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670Secure door closed until deck isconstructed with a separate permit. SEE FRAMING PLAN 28"EL. 100'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALLSLOPE SLAB FOR DRAINAGE T.O. 6" CURBEL. 108'-4"EL. 104'-4"T.O. FTG.VARIESUnexcavated4" CONC. SLABT.O. SLABT.O. SLABEL. 100'-4"FutureFinish4" CONC. SLABMechanicalStorage4" CONC. SLABT.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 108'-4"NOTE:8" x 20" - TYPICALCONCRETE FOOTINGSSEE FRAMING PLAN 8'-4" TALL FOUNDATION WALLFTGS. TYP.24"x24"SEE SHEET A-012" CONC. PIERFutureBedroom4" CONC. SLABT.O. 8" WALLEL. 108'-4"T.O. FTG.StairsT.O. 8" WALLEL. 107'-8"C.J.T.O. 6" CURBEL. 108'-4"EL. 108'-4"EL. 108'-4"T.O. 6" CURBEL. 108'-4"T.O. 8" WALLEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 6" CURBT.O. 6" CURB32"FutureBath28"30"1A-0T.O. 8" WALLT.O. FTG.1A6(2) 2x1042x60EL. 100'-4"EL. 96'-4"EL. 96'-4"T.O. FTG.EL. 96'-4"160 SFHall(2) 1-3/4" x 9-1/2" LSL30x6054x60 FIXED2-2x630x602-2x6OUTLETSOFTENERWATERHEATERHOSEBIBHOSEBIBTREATED 2x8 @ 16"O.C.2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHBEDROOMHALLSTAIRREC ROOMBATHMECHANICALTOTAL222 SF40 SF68 SF685 SF53 SF160 SF1,228 SFSCALE: 3/16" = 1'-0"BASEMENT PLAN1BASEMENT PLAN6-10-20A-3WOLAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 UFER GROUNDProvide 20' rebar in footing and stub up nearelectrical service panel for UFER ground.2.75 (2) 1-3/4"x11 7/8" LSL CONT. HEADER8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSLGIRDER TRUSS16'x8' O.H. DOORGarage4" CONC. SLABTYPICAL GARAGE WALLTYPICAL EXT. WALLO.C. (FLOOR)2x8 @ 16"(2) 2x1030x24 TEMP.12 212102210662 Garage4" CONC. SLABDiningWOODDenCARPETSEE FRAMING PLAN12212102210662 32"GreatRoomCARPET(3) 2X1030x6654x66 FIXED2-2x630x662-2x6AT STAIRSSLOPED CLG.(2) 9-1/2" LSL(3) 2x10GAS FIREPLACESTANDARD(2) 9-1/2" LSL(2) 2x1024x24 FIX(2) 2x1024x24 FIXBathWOODPED.EntryWOOD42" 12 21210221066 2 PORTAL FRAME1A-71A-624x4824x482-2x62-2x624x48(3) 2X1032" MTL. DR. S.C.PantryKitchenWOODGASRANGEW.I.C.VINYLMudRoomVINYL24"3x5 PSL3x5 PSL2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHDENPOWDER BATH - WOODGREAT ROOMKIT/PANTRY/DINE/FOYER - WOOD111 SF26 SF260 SFMUD ROOM & W.I.C. - VINYL83 SFSTAIRS60 SF526 SFA-4FIRST FLOOR6-10-20PLANSCALE: 3/16" = 1'-0"FIRST FLOOR PLAN1LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670PFHPFH5555666688 Bedroom #3TYPICAL EXT. WALLTRUSSES @ 24" O.C.Bedroom #2W.I.C.ROD & SHELF24"36x6036x6030"ROD & SHELF1A6TILE ON THE WALL ONE LAYER OFABOVE THE TUB(2) 2x10(3) 2x10Bedroom #430"HallROD & SHELF30"(2) 2x10(2) 2x10ROD & SHELFW.I.C.MasterBedroom(3) 2x1030"MasterBathC.T.61 SFTRUSSES @ 24" O.C.72"x36"SLIDE IN TUB28"28"30x42 DW 30x4228"W.I.C.28" PKT.32"BathVINYL46 SF (FLR)LaundryVINYL54 SF (FLR)30x42HALF WALLFRAME @(+42")28"(2) 2x10(2) 2x10(2) 2x10 TEMP.TEMP.5'-0" BI-FOLD4' BI-FOLD8'-0" C.T. WALLS60x34 FIB. BASE2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHMASTER BEDROOMLAUNDRY - VINYLMASTER BATH - VINYL200 SF54 SF102 SFHALLWAY & LINEN104 SF155 SFBEDROOM # 4164 SFBEDROOM # 3163 SF68 SF75 SFSCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51A-5SECOND FLOOR6-10-20PLANLAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670SmokeCO3.75-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). GarageMechanicalStorageDenEntryMasterBedroomBEYONDBedroom #3Bedroom #2SCALE: 3/16" = 1'-0"BUILDING SECTIONA-61A-6SECTION6-10-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 A-7SECTION6-10-20LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670SCALE: 1/4" = 1'-0"BUILDING SECTIONA-71 &GUETKRVKQP&CVG4GXKUKQP#RTKN2TQLGEV0WODGT &CVG 55JGGVU QH2TKPV0COG 5KIPGF .KEGPUG0WODGT 0KEM*CPUQPÄÄ&CVG +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC;QWPIHKGNF*QOGU+PE&QFF$QWNGXCTF.CMGXKNNG/0$TKUVQN/QFGN)CTCIG4KIJV/KPPGUQVC%QPUVTWEVKQP-KNOGT.CPG05WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQO2#46+#..19'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#06*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170+105722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#02.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)05(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.2156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5'%6+105#6$4#%'&9#..2#0'.5#$18'%#06+.'8'4'&(.114(4#/+0)/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0 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 $4#%'&9#...+0'$4#%'& 9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 126+10#.(+4'2.#%'9+0&195Ä01661':%''&Ä(#56'06122.#6'61*'#&'4Y 4195F5+0-'40#+.5"1% ZZ$'#4+0)567& ZZ(7..*'+)*6567&'#%*'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0Ä(41/%'06'41(*'#&'4*'+)*6#54'3& Z51.+&$.1%-+0)4'37+4'A*'#6*+0),1+06 ZZ$'#4+0)567&5/+0 8'4+(;Y5722.+'4 2418+&'ZZ+0(+..9#..#$18'*'#&'4#54'3&5+/251056*&'/$'&&'&*1.&190#0%*14#6.1%#6+1055*190 4'('4615(14#.6'40#6+8'126+105 (170+109#..$'.19.'0)6*1(%106+07175*'#&'4#0%*14$1.6 /+0'/$'& YZZ2.#6'9#5*'40#+.5*'#6*+0)61*'#&'4YF0#+.5"1%'#9#;6;25/#..*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5 0#+.5*'#6*+0)#4170&2'4+/'6'4Y 4195F0#+.5"1%56#))'4'& 612.#6'5$.1%-+0)"1% 5+/2510/56%564#210+05+&'(#%'1(9#.. 2418+&'52#%'461(.75*176*'#&'4619#..567&6*+%-0'55 (#56'0-+0)567&61*'#&'4Y 4195F5+0-'40#+.5"1%.#4)'*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5Y56#0&0#+.+0)2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.5%106+07175.8..5.*'#&'46157221468'46+%#..1#&5$;5722.+'4 /+09+&6* /+0&'26*4'3& ÄÄ$4#%'&9#...+0' Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 #.6'40#6+8'$7/2176126+10#.9+0&19%10(+)74#6+10126+10#.9+0&19%10(+)74#6+10126+10#.9+0&19%10(+)74#6+10 Ä(6 %12;4+)*6*#0510)4172..%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'. Z0#+.55+/2510#(4#/+0)#0).''#%*'0&(.114,1+5652418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'. Z0#+.55+/2510#(4#/+0)#0).''#%*'0&(.114,1+565$4#%'&9#..2#0'. Z0#+.55+/2510.62(4#/+0)2.#6''#%*'0&(.11464755'5(.#6Z"1% /+0 2'4$4#%'&9#..2#0'. (.#6Z"1% /+0 2'4$4#%'&9#..2#0'. (.#6Z"1% /+0 2'4$4#%'&9#..2#0'. $4#%'&9#..2#0'. Z0#+.55+/2510.62(4#/+0)2.#6''#%*'0&(.11464755'5(.#6Z"1% /+0 2'4$4#%'&9#..2#0'. $4#%'&9#..%100'%6+10$4#%'&9#..%100'%6+10$4#%'&9#..%100'%6+10 411(64755'5 (.114,1+565 (.11464755'5 &'6#+.55*190#$18'#4'#.6'40#6+8'%100'%6+10561$'75'&9*'0$4#%'&9#..2#0'.&1'5016#.+)09+6*(4#/+0)':6'4+14010Ä$'#4+0)9#..(4#/'Z$1:#4170&52#%'$'69''064755Y5#/'5*'#6*+0)#0&(#56'0+0)#59#..$'.19 144'2.#%'Y#&'37#6'&'26*Z/'/$'4 Z911&5%4'95"1%+056#..'&+0#&&+6+10610#+.5 /#+0722'4.'8'.411(64755$'#4+0)9#..510.; Z911&5%4'95"1%+056#..'&+0#&&+6+10610#+.5 /#+0722'4.'8'.411(64755$'#4+0)9#..510.; ':6'4+14$'#4+0)9#..4'24'5'065(+)74'4 +0&+%#6'5+06'4+14$4#%'&9#..2#0'.Y);257/5*'#6*+0)$16*(#%'59+6*'+6*'4(#56'0'4126+10.+56'&+0016'52#%'=%2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19+0&+%#6'5'0)+0''4'&9+0&4'5+56+0)'.'/'06561$'%105647%6'7*190+06*'&'6#+.5*''65 /+0.'0)6* +0&+%#6'5':6'4+14$4#%'&9#..2#0'.Y5*'#6*+0)10':6'4+14(#%'+0#%%14�%'Y016'2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19 /+0.'0)6* Y,1+565Y64755'5Y,1+565Y64755'5Y,1+565Y64755'5Y,1+565Y64755'5411(64755'5(#56'0'&612.#6'5Y Z61'0#+.5 5+/2510*%.+20#+.$1661/2.#6'614+/,1+56$.1%-+0)Y F0#+.5'8'4;0#+.$1661/2.#6'614+$$10$4#%'64755Y F0#+.5'8'4;0#+.'#%*,1+56616122.#6'5Y Z0#+.5Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*64755616122.#6'5Y Z61'0#+.5411(64755(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'614+/,1+56$.1%-+0)Y F0#+.5'8'4;0#+.4+/6122.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61.#&&'464755Y F0#+.5'8'4;0#+..#&&'464755616122.#6'5YZ0#+.5"1%+06'4+149#..2'42'0&+%7.#461(4#/+0)+06'4+149#..2#4#..'.Y(4#/+0)Z$.1%-+0)$'69''0411(64755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''0,1+5650#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*,1+56616122.#6'Y Z0#+.50#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*64755616122.#6'Y Z61'0#+.52418+&'411(64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&',1+56&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%/#6'4+#.59#..567&5 14.'55 52(567&)4#&'14$'66'49#..567&5 18'4 52(01)4#&'14$'66'4&+/'05+10#..7/$'4 52(01)4#&'14$'66'464'#6'&.7/$'4 5;201)4#&'14$'66'4.5. 9+&6*Ä'14$'66'4.8. 9+&6*Ä'14$'66'4.1#&5411(5019.1#& Ä25(411(&'#&.1#& 25((.114.+8'.1#& 25((.114&'#&.1#& 25(9+0&.1#& /2*7.6+/#6'':2$%1&'/+00'516#4'5+&'06+#.%1&'5%12'&'5+)0#0&&'6#+.1(6*'/#+09+0&(14%'4'5+56+0)5;56'/(14#5+0).'Ä(#/+.;4'5+&'0%'%105647%6+10+561$'+0#%%14�%'9+6*6*+5&1%7/'0656#0&+0&7564;24#%6+%'#0&6*'%1&'016'56*'5'&1%7/'065#22.;615647%674#.10.;4'('461%105647%6+10&1%7/'065(14/14'+0(14/#6+10#..':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä952#0&%5Ä952#Z567&552#%'&"1%$':6'4+145*'#6*+0) /+05647%674#.2#0'.5*'#6*+0)YF%1//100#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#..+06'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#701#Z14Z567&552#%'&"1%$9#..5*'#6*+0) /+0);257/5*'#6*+0)(#56'0'&61(4#/+0)YF%11.'40#+.5"1%/#:146;2'599#..$1#4&5%4'95"1%/#: /+0+/7/567&2'0'64#6+10 #..(.1145#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##(.114(4#/+0)52#%'#/#:+/7/1(1%$(.1145*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF%1//100#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465#..411(5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##411((4#/+0)52#%'#/#:+/7/1(1%$(#56'0#..411((4#/+0)616122.#6'59+6*5+/2510*%.+214'37+8#.'06#0& Z61'0#+.5%411(5*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF%1//100#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#.10).'0)6*1(9#..5.#29#..6122.#6'5#/+0+/7/1(#0&(#56'061)'6*'49+6* Z+0.#2<10'#6%140'45#0&+06'45'%6+105.#22.#6'5#0&2418+&' Z(#%'0#+.5%100'%6+10501652'%+(+%#..;016''61$'+0#%%14�%'9+6*%1&'6#$.'4 6#..911&9#..(4#/+0)+561$'&'5+)0'&$;5722.+'4(14)4#8+6;#0&176Ä1(Ä2.#0'9+0&.1#&56*''064;214%*+5%105+&'4'&61$'#24+/#4+.;12'0010Ä'55'06+#.2146+101(6*'5647%674'#0&+5':%.7&'&(41/6*'18'4#../#+09+0&(14%'5;56'/1(6*'*1/'2418+&'%1&'4'37+4'&72.+(6%100'%6+105#6#..21565#0&6'05+10%100'%6+105#6.'&)'4510'5+&'&$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 %10%4'6'(170+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*190YZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*14$4#%'&9#..2#0'.(#56'0$1661/2.#6'61,1+56$.1%-+0)Y F0#+.5'8'4;1%%#06+.'8'4'&(.114,1+56$;5722.+'4(4#/'9#..$4#%'&9#..2#0'.$'.19$.1%-+0)$'69''0,1+565#5(1..195 x(.#6Z612 $1661/14,1+56/#6'4+#.145#90$.1%-+0)x2.;911&5*''60#+.'&61ZUY F0#+.5612 $1661/x%+4%7.#4*1.'7261/#;$'%76+061%'06'41(2.;911&0#+.(.1145*'#6*+0)61$.1%-+0)YF0#+.5"1%(#56'0$1661/ZY F0#+.5'8'4;1% ProductsPlotID Length ProductPlies Net QtyTJI Blocking 6' 2" 11 7/8" TJI 210 joist 1 15x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1TS1 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS2 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 13TS3 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14TS4 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS5 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 41-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 11-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 13-9.5" LSL-24' 24' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 103-2x10 Trtd. 14' 0" 2 X 10 SP No.1 P 3 32-2x10 Trtd. 14' 0" 2 X 10 SP No.1 P 2 2Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 2Wall FramingPlotID Length ProductPlies Net Qty2-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-9.5" LSL -8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 4 Simpson LUS210 8- 10d common - 4- 10d common NoCSCSCSCSCSCSCSCSCS3-9.5" LSL-24'2-2x10-4'5x5 PSL6x6 Post1-11.875" LSL-10'1-11.875" LSL-6'TS3TS3TS3TS3TS3RimRimRimRimRimRimRimRimRimSquash BlockingTS4TS4TS4TS4TS4BlockingBlockingTJI BlockingRound 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 holes2-2x10-4'2-9.5" LSL -8'2-9.5" LSL-12'2-2x10 Trtd.3-2x10 Trtd.TS4TS316" O.C.TS316" O.C.TS516" O.C.TS116" O.C.TS216" O.C.H12 TrimmersCustomer:Job Name:Address/Lot:Youngfield HomesInventory Home19573 Hibbing WayCity, State:Lakeville, MNPlan/Model #:BristolJob Number:24163Lyman 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: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 *** ProductsPlotID Length ProductPlies Net QtyF28' 28' 0" 11 7/8" TJI 210 joist 1 14F26' 26' 0" 11 7/8" TJI 210 joist 1 3F24' 24' 0" 11 7/8" TJI 210 joist 1 8F16' 16' 0" 11 7/8" TJI 210 joist 1 7F14' 14' 0" 11 7/8" TJI 210 joist 1 3F12' 12' 0" 11 7/8" TJI 210 joist 1 1F8' 8' 0" 11 7/8" TJI 210 joist 1 7F6' 6' 0" 11 7/8" TJI 210 joist 1 2TJI Blocking 11 13/16" 11 7/8" TJI 210 joist 1 13x5 PSL 12' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 13x5 PSL 10' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 12-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 22-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 22-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 21-11.875" LSL-10' 10' 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 11-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 22-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-9.5" LSL-6' 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-7.25" LSL-28' 28' 0" 1 1/2" x 7 1/4" 1.5E TimberStrand LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 102x8 Flat Blocking 11' 11 3/8" 2x8 blocking (11 7/8" joist depth) 1 1Wall FramingPlotID Length ProductPlies Net Qty2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 23-2x10-11' 11' 0" 2 x 10 SPF No.1/No.2 3 33-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 63-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 6Framing Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson IUS1.81/11.88 10- 10d x 1-1/2 - 2- 10d x 1-1/2 NoH2 19 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - No Start Joist Layout Here. 16" o/c3-2x10-7'3-2x10-11'2-2x10-3'2-2x10-3'3-2x10-7'3-2x10-4'2-11.875" LSL-20'2-7.25" LSL-28'2-11.875" LSL-12'RimRimRimRimRimRimRimRimRimRim2x8 Flat BlockingRim2-11.875" LSL-10'Girder Truss2-2x10-3'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.1-11.875" LSL-8'3x5 PSL3x5 PSL2-9.5" LSL-8'2-9.5" LSL-12'1-11.875" LSL-10'1-11.875" LSL-6'TJI Blocking1-11.875" LSL-6'2-9.5" LSL-4'F12'H12-9.5" LSL-6'10"1' 10"F24'16" O.C.F8'16" O.C.F6'16" O.C.F14'16" O.C.F26'16" O.C.F16'16" O.C.F28'16" O.C.F28'16" O.C.H2H2H2H2Customer:Job Name:Address/Lot:Youngfield HomesInventory Home19573 Hibbing WayCity, State:Lakeville, MNPlan/Model #:BristolJob Number:24163Lyman 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: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 62-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 62-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-3'3-2x10-7'2-2x10-4'2-2x10-4'2-2x10-7'3-2x10-7'Girder Truss2-2x10-3'2-2x10-4'Customer:Job Name:Address/Lot:Youngfield HomesInventory Home19573 Hibbing WayCity, State:Lakeville, MNPlan/Model #:BristolJob Number:24163Lyman 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: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 *** 2TKPV0COG 5KIPGF 0KEM*CPUQP +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF 2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC .KEGPUG0WODGT ÄÄ&CVG 5%12'1(&4#9+0)5 6*'5'%#56Ä+0Ä2.#%'%10%4'6'(170+109#..)7+&'.+0'&4#9+0)5#4'24'2#4'�& %'46+(+'&$;6*'*#0510)4172+0%1/2.+#0%'9+6*6*'/+00'516#4'5+&'06+#.%1&'6*'5' &4#9+0)5%106#+05647%674#.+0(14/#6+10(1475'+06*'%105647%6+101(56#0&%+2 %10%4'6'(170+105(146;2+%#.4'5+&'06+#.%10&+6+1056*+5+0(14/#6+10+54'.'8#06 616*'%10%4'6'%1064#%6146*')'0'4#.%1064#%614#0&6*'(4#/+0)%1064#%614 6*'5'&4#9+0)5':2+4'10&'%'/$'4 (170+10)7+&' &4#9+0)+0&': 5%12'+0&': %'46+(+%#6+10 5 75')7+&'.+0'5#0&/#6'4+#.5 5 )'0'4#.016'5 5 56'2(116+0)&'6#+.5 9#.-1769#..&'6#+.5 .11-176-0''9#..&'6#+.5 ':6'4+14.19)4#&'(170+10&'6#+.5 $#5'/'069#..&'6#+.5 $#5'/'069#..8'46+%#.4'+0(14%+0)6#$.'5 $4+%-.'&)'&'6#+.5 5 (.114/'/$'4$'#4+0)&'6#+.#0&%100'%6+106#$.'5 $#5'/'069#..#0%*1452#%+0)6#$.'5 010Ä$'#4+0)9#..,1+56$.1%-+0)&'6#+.5 010Ä$'#4+0)9#..64755$.1%-+0)&'6#+.5 9+0&199'..&'6#+.5 56'22+0)&1909#..9+6*)4#&'&'6#+.5 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 5%12'+0&': %'46+(+%#6+10 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 &4#9+0)75')7+&'.+0'5#0&.+/+6#6+105 6*'%1064#%614.+56'&+06*'6+6.'$.1%-$'.19+5.+%'05'&$;6*'*#0510)41726175'6*+5 2#%-'69+6*+06*'5'.+/+6#6+105016'&(14241,'%659*+%*6*'.+%'05''+5&+4'%6.;4'52105+$.' 6*'.+%'05''/#;4'.'#5'6*+52#%-'661+6557$Ä%1064#%6145#0&%.+'065(1475'+06*' 241%74'/'061($7+.&+0)2'4/+65(14241,'%659*+%*6*'.+%'05''+575+0)6*'5'&4#9+0)5 6*'(170+10)7+&'.+0'5#4'61$'+557'&616*'#224124+#6'$7+.&+0)&'2#46/'06+0 #%%14�%'9+6*6*'+4#22418'&241%'&74'(1475'$;6*'$7+.&+0)#)'0%;&74+0)2.#04'8+'9 #0&+052'%6+105 .+/+6#6+105 $#5'/'06(170+109#..56'0(11614.'55+0%.'#4*'+)*6 (41/6121((.1145.#$61612 1(%10%4'6'9#..#65+..2.#6'$'#4+0)Ä0160'%'55#4+.;$#5'/'06%'+.+0)*'+)*6 5647%674'*'+)*6+501661':%''&6915614+'5#$18'6*'$#5'/'06 18'4#..$7+.&+0)+5#557/'&61(#..9+6*+06*'24'5%4+26+8'.+/+6#6+1051(6*'%1&'#5+6' 52'%+(+%2.#04'8+'9*#5016$''02'4(14/'& 5647%674'5%105647%6'&1(911&(.114911&411(#0&911&9#..510.;0124'%#5614 5647%674#.%10%4'6'$'#4+0)10(170+109#..5+52'4/+66'& ':6'4+14)4#&'5.12+0)&190#0	#;(41/6*'(170+109#..5 #0;%#5'$';10&6*'#$18'016'&+6'/54'37+4'55'2#4#6'#0&52'%+(+%5647%674#. '0)+0''4+0)&1%7/'065 %1.&9'#6*'4)7+&'.+0'5 6*'%1064#%614#0&%10%4'6'5722.+'4#4'61914-611$6#+0#/+:&'5+)09*+%*9+.. #&'37#6'.;2'4(14/70&'46*'':2'%6'&%105647%6+10%10&+6+1056*'75'1(#&&+6+10#. %'/'06*+)*Ä'#4.;564'0)6*%10%4'6'#0&14#%%'.'4#614+54'%1//'0&' 6'/2'4#674'5#0&%10&+6+105':2'%6'&.'556*#069'06;&')4''5( &'.+8'4%10%4'6'9#4/#0&+0#6+/'.;/#00'42.#%'%10%4'6''#4.;+06*'&#;9*'0 2155+$.' &1016#&&#&&+6+10#.9#6'4616*'%10%4'6'6*'75'1(9#6'44'&7%+0)#)'065+5 4'%1//'0&'&9*'0914-#$+.+6;%10%'405':+5601%10%4'6'+561$'2.#%'&10501914+0 %106#%69+6*(41<'0/#6'4+#.5 4'$#4&1'50160''&61$'24'Ä*'#6'&$76+561$'(4''1((41565019#0&+%' $.#0-'651416*'4#%%'26'&2416'%6+10+5*+)*.;4'%1//'0&'&(146*'6121(6*'9#..5 9*'06*'#+46'/2'4#674'+5.'556*#06'0&')4''5(#0&(146*'(7..*'+)*61(6*'9#.. 9*'06*'#+46'/2'4#674'+5.'556*#0<'41&')4''5( 6*'#$18'%1.&9'#6*'4)7+&'.+0'5#4')'0'4#.4'%1//'0+105#0&#..#%+%1.&9'#6*'4 4'37+4'/'065#4'61$'(1..19'B*'4'52105+$+.+6;1(6*'.+%'05'' /#6'4+#.5 %10%4'6'9#..5 (E 25+"&#;5 /+:&'5+)0#0&2412146+10'&$;%10%4'6'5722.+'4 %10%4'6'(116+0)5 (E 25+"&#;5 1425+9+6*#0#22418'&#&/+:674'6*#62418+&'5 #9#6'4#0&8#2144'5+56#0%'#6.'#5614'37+8#.'066125+%10%4'6' #))4')#6' (116+0)5Ä /#: 9#..55.#$5Ä /#: 4'+0(14%+0)56''. Ä$#45Ä#56/#)4#&' $#45Ä#56/#)4#&' 64'#6'&5+..2.#6' 5;2)4#&'14$'66'4 #..19#$.'51+. $'#4+0)24'5574' 25(/+0+/7/ '37+8#.'064'$#46#$.' (14$70&.'&*14+<106#.$#45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 &4#9+0).+/+6#6+105 /#6'4+#.5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 )'0'4#.016'5 &1016$#%-(+..$#5'/'069#..5706+.6*'%10%4'6'*#54'#%*'&#/+0+/7/%1/24'55+8' 564'0)6*1(25++0#&&+6+10&1016$#%-(+..706+.6*'$#5'/'069#..5#4'.#6'4#..; 5722146'&$;6*'(+0#.+056#..'&(.114%105647%6+10#66*'612#0&$1661/70.'55 #&'37#6'5*14+0)+5+056#..'6'37+4'&5*14+0)+56*'51.'4'52105+$+.+6;1(6*')'0'4#. %1064#%614 564+2(116+0)/#;$'2.#%''.'8#6+105.19'46*#05*190+06*'&'6#+.5 &''2$;9+&'$;%106+07175-';9#;5/#;$'75'&+0.+'71(&19'.5(14(7..*'+)*6#0&(41569#..5 564+2(116+0)619#..%'06'4.+0'5/#;$'1((5'67261*19'8'4#/+0+/7/1(1(564+2 (116+0)+561':6'0&$';10&6*'9#..(#%'10'#%*5+&' 2418+&'%1&'4'37+4'&(41562416'%6+10616*'$1661/1(#..(116+0)5 5.12')4#&'&190#0	#;(41/6*'5647%674'#/+0+/7/1(9+6*+06*'(+4566'0(''6 70.'55#&'37#6'&4#+0#)'1459#.'5#4'2418+&'& $16*/#6'4+#.5#0&+056#..#6+101(&4#+06+.'9#6'4Ä2411(+0)%10641.,1+065(.#5*+0)#0& +057.#6+10#4'61$'+0#%%14�%'9+6*6*'%1&'$;6*')'0'4#.%1064#%61470.'55016'& 16*'49+5' #..9#..9+&6*55*190#4'01/+0#.&+/'05+10570.'55016'&16*'49+5'18'4#..9#.. 6*+%-0'55/#;8#4;$;7261(41/6*#65*190106*'&4#9+0)5 4'+0(14%+0)2.#%'/'0661.'4#0%'+501661':%''& $#45$'+0)52.+%''61$'9+6*+01(%'06'4.+0'/+0+/7/52.+%'.'0)6*5#4'$#4&+#/'6'45(14)4#&'56''.#0&$#4 &+#/'6'45(14)4#&'56''.6;+0)+50164'37+4'&2418+&'&6*'5'61.'4#0%'5#4'/'6 2418+&'/#6%*+0)*11-$#45(14#..*14+<106#.$#45#69#..%140'45#0&+06'45'%6+105 *14+<106#.$#45/#;$'2.#%'�9*'4'9+6*+06*'9#..#5.10)#5#/+0+/7/%.'#4%18'4 +5#%*+'8'&10#..5+&'5 4'+0(14%+0)/#;$'$70&.'&7261#/#:+/7/1(6*4''$#45 &19'.5/#;$'&4+..'�&)4176'&+02.#%'8'46+%#.$#45#0&&19'.5&10160''&61#.+)0 8'46+%#.$#45/#;$'&4+..'�&'/$'&&'&+0616*'564+2(116+0)+0.+'71(&19'.5 6*'$10&$'69''0%10%4'6'#0&4'+0(14%+0)9+..016$'#224'%+#$.;4'&7%'&+(8'4;/+014 (14/1+.+524'5'06(146*'%10&+6+105%106#+0'&9+6*+06*'5'&4#9+0)5 5+..2.#6'5#4'61$'#0%*14'&9+6*#/+0+/7/1(691#0%*1452'45+..5'%6+10#..5'%6+105 #4'61*#8'#0#0%*149+6*+0611('#%*'0�#0%*14+561$'2.#%'#..9#.. %140'45#0&+06'45'%6+105109#..5/14'6*#0691(''6+0.'0)6*9#..5691(''614.'55+0 .'0)6*4'37+4'#/+0+/7/1(10'#0%*144'37+4'/'065(145*'#49#..5#0&$4#%'&2#0'.5 /#;$'+0':%'551(6*'5'4'37+4'/'065691+0%*9#5*'45#4'10.;4'37+4'(7..*'+)*6 (170+109#..5$7+.&+0)&'5+)0'4+561#%%1//1'.1#&2#6*(14#0;8'46+%#..1#& 64#05('418'4#5+..2.#6'18'4*#0)%10&+6+10 #0%*14$1.65&+#/'6'414.#4)'4#4'0164'37+4'&61$'%14415+102416'%6'&+0 #%%14�%'9+6*%1&'5'%6+104':%'26+10 #..24'Ä/#07(#%674'&(#56'0'45#0&%100'%6145#4'61$'+056#..'&+0#%%14�%'9+6* 6*'/#07(#%674'454'37+4'/'065 (.114$.1%-+0)+510.;4'37+4'(7..*'+)*6(+456(.114010Ä$'#4+0)(170+109#..5 %#4'+561$'6#-'0&74+0)%10%4'6'2.#%'/'0661/+0+/+<'+0#&'37#6'*14+<106#.#0& &+#)10#.%1.&,1+065#0&6124'8'066*'5',1+065'06+4'.;+09#..59+6*1768'46+%#. 4'+0(14%'/'06#&'37#6'.;8+$4#6'%10%4'6'#6216'06+#.,1+06.1%#6+105#54'37+4'& $#5'&102.#%'/'06%10&+6+10561'.+/+0#6'*10';%1/$+0)#0&61'0574'57((+%+'06$10&+0) +5#%*+'8'& 612#0&$1661/1((170+109#..5#4'61$'.#6'4#..;5722146'&24+1461$#%-(+..+0) /'#05#0&/'6*1&51(.#6'4#.5722146#4'$;16*'45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 )'0'4#.016'5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 *14+<106#.$#45 $16*612 $1661/ ':6'0&'.'#56 $';10&'#%*'0&1(56'2 56#$.'$#0- *+)*(116+0)/#;$' ':6'0&'&2418+&'& $#45#4'2.#%' 5*190 *14+<$#45 612 $1661/ /+06*+%-%10%4'6' (170+105''16*'4 &'6#+.5(14/14'+0(1 126+10#.%10641.,1+06 #6'#%*'0&1(56'2 /#:52#0 '3'3/+0&'6#+.$/+06;2%10%4'6'564+2 (116+0) $&'6#+.# /+0 56'2 Z56'2 56'2016' &1016.1%#6'%10%'064#6'&.1#&5+0':%'551(2.(142170&5#$18'56'2 .1%#6+1055*190 4'#4(41569#.. .11-176 9#.. (7..*'+)*6 9#..)#4#)'(4156 9#.. '.'8#6+10 5*190(14 4'24'5'06#6+10 274215'510.; Ä/#;016#22.;'.'8#6+10 56'252#%+0)4'37+4'/'065 # 6;2 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 56'2(116+0)&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 /+0 911&(4#/+0)#$18'$;16*'45 Z.10)#0%*14 $1.65 /+0'/$'& "1%/#:14 '37+8#.'06/'6#. 564#2#0%*145 5.12')4#&'#9#; (41/(170+10 126+10#.56'/9#.. /+0+/7/6*+%-0'5561 /#6%*5+..2.#6' 5+..2.#6'61/#6%* (4#/'9#..#$18' /#:(146*+%-56'/ /#:(146*+%-56'/ 5.#$Ä10Ä)4#&'$;16*'45 Z%106+07175 *14+<106#.$#4#6 6121(9#.. /+0%+2%10%4'6' (170+109#.. 704'+0(14%'&%10%4'6' 564+2(116+0)5''5 ZÄ&19'.5"1%/#: /+0'/$'& &19'.5#4' 0164'37+4'&+($#%-(+..+5 2.#%'&'37#..;10$16* 5+&'5+0.+(6501661':%''& Ä#.6'40#6''#%*5+&' %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 9#.-1769#..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 /+0Ä/#:)4#&'*'+)*6#$18'6121(5.#$ZÄ&19'.5 /+0 '/$'& %'06'4'&+09#.." 1% 5#0&51+. 141% 5#0&;Ä%.#;51+. 141% %.#;51+. &19'.5/756$'9'65'614 &4+..'�&'21:;)4176'& /+06*+%-%+2 %10%4'6' (170+109#.. 5.12')4#&'#9#; (41/(170+10 Z.10)#0%*14$1.65 /+0'/$'& "1%/#:14 '37+8#.'06/'6#. 564#2#0%*145 Z%106 *14+<106#.$#4 #66121(9#.. (4#/+0) 5+.. 2.#6'$;16*'45 5.#$Ä10Ä)4#&' $;16*'45 704'+0(14%'&%10%4'6' 564+2(116+0)5''5 /+09+&6*(14%.#; $#%-(+..14/+09+&6*+( Ä/#:70$#.#0%'&$#%-(+.. %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 .11-176-0''9#..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#:911&(4#/+0) #$18'$;16*'45 Z.10)#0%*14$1.65 /+0'/$'& "1%/#:14 '37+8#.'06/'6#. 564#2#0%*145 5.12')4#&'#9#;(41/ (170+10#6#)4#&7#. 5.12'2'4)'0'4#.016' 5+..2.#6'61/#6%* (4#/'9#..#$18' Z%106+07175*14+<106#. $#45"1%6;2 126+10#.4+)+&+057.#6+1010 +05+&'(#%'#0&70&'4 5.#$Ä10Ä)4#&'(14/+0 704'+0(14%'&%10%4'6' 564+2(116+0)5''5 &412(14(4156#5 4'37+4'&2'45+6'&'5+)0 ZÄ&19'.5"1% /#: /+0'/$'& Z%106+07175*14+<106#. $#4#66121(9#.. 126+10#.5.#$.'&)' %10%4'6'5.#$Ä10Ä)4#&' /+0%+2%10%4'6' (170+109#.. ZÄ*11-5"1%$'0614 &4+..'�&'21:;)4176'& ÄÄ01*11-5"Ä14.'55)4#07.#4/#6'4+#. 5#0& &'6#+.#$18'/#;10.;$'76+.+<'&(14#.'0)6*1(Ä 8'46+%#.$#45"1% %'06'4'&+09#..61#+&+0 6*'4'&7%6+101(%4#%-+0) #0&$#%-(+..+0)+557'524+14 616121(9#..2+00+0) %1064#%614+5612418+&' 6'/214#4;6121(9#.. $4#%+0)706+.)#4#)' 5.#$Ä10Ä)4#&'+5+02.#%' *11-5+061)#4#)'5.#$ 2418+&'4'37+4'&6121( 9#...#6'4#.5722146 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 70$#.#0%'&(170+10&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 /+0%.'#4*'+)*6$#%-(+..*'+)*6%.'#4 704'+0(14%'&%10%4'6'564+2 (116+0)2'4%1&'14$;$7+.&+0) &'5+)0'4#5#0#.6'40#6+8')7+&' 75'6#$.'5*190#6.'(6 /+0%+2%10%4'6' (170+109#..Ä5'' 4'$#46#$.'5(14 8'46+%#.4'$#4 #0%*14$1.655''9#.. #0%*14+0(1105 (.114615+.. %100'%6+105''5 911&(.114 5;56'/$;16*'45 5.12')4#&'#9#; (41/(170+10 Z/+05+..2.#6' %.'#4*'+)*61(Ä14.'55 Z%106*14+<106#.$#45 %.'#4*'+)*61(Ä14/14' Z%106*14+<106#.$#45 )'0'4#.564+2(116+0)5+<')7+&' 10'Ä5614; 5647%674' 9+&'Z6*+%- 9+&'Z6*+%- 691Ä5614; 5647%674' 9+&'Z6*+%- 9+&'Z6*+%- 25( 51+. 25( 016' 6#$.'#$18'+5#)'0'4#.(116+0)5+<')7+&'6*#65*17.&$'8'4+(+'&$;*1/' &'5+)0'4#0&+5$#5'&10Ä(.11452#05 Ä411(52#05 %10%4'6' 5.#$Ä10Ä)4#&' 2.#%'&6+)*661 (170+109#.. ZÄ&19'.5"1% /#: /+0'/$'& %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 $#5'/'069#..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 )4#&'8'46+%#.$#452#%+0)(14(7..*'+)*69#..5Y(E 25+#.6'40#6+8'61%1&'6#$.'4'37+8#.'068'46+%#.4'$#457$56+676+106#$.'$#%-(+..6;2'%.'#4*'+)*6 5''5 $#%-(+..*'+)*6 5''5 ÄÄÄÄÄ14.'55ÄÄÄÄ14.'55ÄÄÄÄÄ14.'55 010' 010' 010'010' 010'010' 010'010' 010'010'010'010'010'010'010'010'010' 010'010' 010'010'010'010'010'010'010'010'010'010'010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010' 010'+((E 25+ 5#0& 25((6 9#..6*+%-0'555#0&;%.#; 25((6 9#..6*+%-0'55%.#; 25((6 9#..6*+%-0'55" " " )4#&' " )4#&' )4#&' " " " )4#&' " )4#&' %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 8'46+%#.4'+0(14%+0)6#$.'2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 8'0''414 5.#$Ä10Ä)4#&' $;16*'45 (170+10 9#..5''5 911&(.114 5;56'/$; 16*'45 (4#/+0)$;16*'45 *+)*/#:Z 6*+%-/+0 56'//+0911&(.114 5;56'/$; 16*'45 (4#/+0)$;16*'45 /+06*+%-56'/ &19'.5"1% '/$'&&'&+061 .19'49#.. (170+10 9#..5''5 8'0''414 5.#$Ä10Ä)4#&' $;16*'45 8'0''414 5.#$Ä10Ä)4#&' $;16*'45 (170+109#.. 5''5145 (4#/+0)$; 16*'45 *+)*/#: Z6*+%-/+0 56'/ 6*+%-0'5561 /#6%*5+.. 2.#6'Ä/#:8'0''414 5.#$Ä10Ä)4#&' $;16*'45 (170+109#.. 5''5 5.#$Ä10Ä)4#&' (4#/+0)$; 16*'45 /+06*+%- 56'/ &'6#+."*+)*)4#&' 5+/"010Ä$'#4+0) &'6#+.".11-176 5+/"(41569#.. &'6#+."(41569#..5 Y.19)4#&' &'6#+.".19)4#&' 5+/"010Ä$'#4+0) %.'#4 /+0/#:&19'.5" 1% '/$'&&'& +061.19'4 9#.. %'06'4 +056'/9#.. 5.12')4#&' #9#;(41/ (170+10 5.12')4#&' #9#;(41/ (170+10 5.12')4#&' #9#;(41/ (170+10 5.12')4#&' #9#;(41/ (170+10 016' +0%4'#5'564+2(116+0)9+&6*#6#..9#..55722146+0)/14'6*#0Ä1(8'0''4 9+&6*61+0%4'#5'$;6*+%-0'551(8'0''4/7.6+2.+'&$;07/$'41(5614+'5 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 $4+%-.'&)'&'6#+.5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 #0%*14$1.65Y076 6*+%- Z14537#4'9#5*'45''5 (1452#%+0) '/$'&/+0 Ä/'6#.564#2#0%*14561$' +056#..'/#07(#%674'4 '37+8#.'0652#%+0) (.1145;56'/6;2' 5+<'#0&52#%+0)61$' &'6'4/+0'&$;16*'45 4+/$1#4&14$4#%+0) /#6'4+#.$;16*'45 Z5+..2.#6'/+0+/7/ (.114615+..%100'%6+10#6 '#%*/'/$'45''6#$.'$'.19 9#5*'461$'%1706'4570- (.75*Y6121(5+..2.#6' 5''(7..*'+)*69#..5'%6+10 105(14(170+109#.. 4'37+4'/'065 5.12')4#&'#9#; (41/(170+10 /+064755,1+56%100'%6+10(14(7..*'+)*69#..5 $#%-(+..6;2'%.'#4*'+)*6 5''5 (.114/'/$'4 52#%+0) Ä Ä Ä # Z6120#+.5#6'#%*/'/$'4 5#0& 25((6 5#0&;%.#; 25((6 %.#; 25((6 # # # # # # # $ # # $ $ $ $ $ % % % & & & & & & & % %100'%6+10# Z6120#+.5#6'#%*/'/$'4%100'%6+10$ Z6120#+.5 /'%*#0+%#.%.+25 5+/2510#752/2#14752.,%#6 '#%*/'/$'4 %100'%6+10% %100'%6+10& Z6120#+.5 /'%*#0+%#.%.+25 5+/2510(9#0< 14752.,3 14 5+/2510#U 752/2#U #6'#%*/'/$'4 (9#0<61$'75'&9+6*#/+015$4+/#0&.1%#6'&Y+01('#%*/'/$'49+6*(.11464755'5 (9#0</756$'+0%106#%69+6*#6475514#/+0+/7/Z%106+07175$1661/$4#%'/756$'+02.#%' .,3+561$'#224124+#6'.;5+<'&$#5'&10/'/$'49+&6* /'/$'4/756$'#/+0+/7/1(9+&'(142.#%'/'061( 5+/2510#U 752/2#U %100'%6+105#4'%.#55+(+'=&9+6*&$'+0)6*'56410)'56+6+5#%%'26#$.'6175'# 56410)'4%.#55%100'%6+106*#0016'&+06*'6#$.'#$18' Z5+..2.#6'61$'75'&Y /#:+/7/1(18'4*#0) /#+06#+0'&)'&+56#0%' 61$16*%10%4'6'#0&+05+&' 1(5+..2.#6' Ä8'46+%#..1#& 64#05('4$;5722.+'4 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 (.114$'#4+0)%100'%6+105 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 #0%*14$1.6#0&010Ä$'#4+0)9#..$.1%-+0)52#%+0)(14(7..*'+)*69#..5 #.6'40#6+8'61%1&'6#$.'4 $#%-(+..6;2' %.'#4*'+)*6 5''5 $#%-(+..*'+)*6 5''5 Ä Ä Ä Ä Ä Ä Ä Ä14.'55 Ä Ä Ä Ä14.'55 '21:+'&6*4'#&'&41&Y'/$'&/#;$'75'ʌ#%+0)5*190 5#0& 25((6 5#0&;%.#; 25((6 %.#; 25((6 Ä14.'55 #.6'40#6+8'#0%*1452#%+0)(14(7..*'+)*69#..5 #.6'40#6+8'61%1&'6#$.'4 $#%-(+..6;2'%.'#4*'+)*6 5''5 $#%-(+..*'+)*6 5''5 Ä Ä Ä Ä Ä Ä Ä Ä14.'55 Ä Ä Ä Ä14.'55 #22.+'561/#$(#/#$(#/#5(#':2#05+10$1.6Y'/$'& 5'.(Ä%766+0)#0%*14$1.6Y'/$'&145+/2510(9#<#0%*14 5#0& 25((6 5#0&;%.#; 25((6 %.#; 25((6 Ä14.'55 0# 0# %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 #0%*1452#%+0)6#$.'5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄ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Ä,1+561416*'4/#07(#%674'&/#6'4+#.#66#%*$.1%-+0)61,1+565Y61'0#+.5'#%*'0&,1+565$;16*'455''5(1452#%+0)1($.1%-+0)5;56'/5*190016'5 /#+0.'8'.(.1145*'#6*+0)61$'2.;911&15$2.#%'&+056#))'4'&2#66'400#+.'&YZ.10)0#+.5"1%#62#0'.5'&)'5 "1%"2#0'.+06'4+14572214651('37+8#.'06 0#+.5+0$.1%-+0)#4'61$'2.#%'&57%*6*#66*'911&&1'501652.+6 $.1%-+0)/'/$'455*190/#;$'4'2.#%'&9+6*24'Ä/#07(#%674'&6475556;.'14(7..&'26*/'/$'4$.1%-+0)57%*#5+Ä,1+5614.8.&'5+)0'&(142170&.#6'4#.%1/24'55+8'.1#&0#+.+0)5*190+561$'75'/+0+/7/ $.1%-+0)&1'5016*#8'61$'2.#%'&+0#&,#%'06$#;5+(4'37+4'&75'#&&+6+10#.Z52#%'45#55*190+0(+45652#%' *1.'5/#;$'+056#..'&+0$.1%-+0)+(4'37+4'&7261+0&+#/'6'4/#+06#+0'&)'&+56#0%' %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 010$'#4+0),1+56$.1%-+0)&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 0#+.5*'#6*+0)61$.1%-+0)64755'5Y Z.10)0#+.5&7%6/'%*#0+%#. #54'37+4'& $;16*'45(4#/+0)$;16*'45Z.10)0#+.5"1%4+/64755$;16*'456120#+.4+/615+..Y/+01( Z.10)0#+.5'#%*5+&'1($.1%-+0)146;2'&%100'%614"$.1%-+0)5''5Z/+05+..2.#6'(170+109#..5''16*'45*''65(14#0%*145 9#..+0(15.12')4#&'#9#;(41/(170+10+(4'37+4'&2418+&'Z/+052#%'45612 $1661/#6/'%*#0+%#.706+.52#%'5+09*+%*$.1%-+0)%#0$'+056#..'&61'0#+.61(.114/'/$'45Y Z.10)0#+.52.;911&15$10'5+&'1($.1%-+0)Y Z.10)0#+.5612 $1661/142.;911&15$'#%*5+&'1($.1%-+0)'#%*Y Z.10)0#+.5612 $1661/2418+&'Z/+0$.1%-+0)612 $1661/1(64755'5#54'37+4'&61#%*+'8'0#+.+0)5*190+056#..Y Z.10)61'0#+.564755'5$;16*'45016'5 /#+0.'8'.(.1145*'#6*+0)61$'2.;911&15$2.#%'&+056#))'4'&2#66'400#+.'&YZ.10)0#+.5"1%#62#0'.5'&)'5 "1%"2#0'.+06'4+14572214651('37+8#.'06 0#+.5+0$.1%-+0)#4'61$'2.#%'&57%*6*#66*'911&&1'501652.+6 $.1%-+0)/'/$'455*190/#;$'4'2.#%'&9+6*24'Ä/#07(#%674'&6475556;.'14(7..&'26*/'/$'4$.1%-+0)57%*#5+Ä,1+5614.8.&'5+)0'&(142170&.#6'4#.%1/24'55+8'.1#&0#+.+0)5*190+561$'75'/+0+/7/ $.1%-+0)&1'5016*#8'61$'2.#%'&+0#&,#%'06$#;5+(4'37+4'&75'#&&+6+10#.Z52#%'45#55*190+0(+45652#%' *1.'5/#;$'+056#..'&+0$.1%-+0)+(4'37+4'&7261+0&+#/'6'4/#+06#+0'&)'&+56#0%'5''5(1452#%+0)1($.1%-+0)5;56'/5*190 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 010Ä$'#4+0)64755$.1%-+0)&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#:Ä/#:Ä/+012'0+0)Ä/+0Ä'#%*9#;/+0 6;25.12')4#&'#9#; (41/(170+10 *14+<106#.$#45" 1%%'06'4'&+0 9#..5.#2#4170& %140'45#0&*11- +061(170+109#.. "'#%*5+&' 4'('461 5(14*14<$#4 4'37+4'/'065Y %+29#..5 /+0%+2 %10%4'6'9#.. 8'46+%#.$#45" '#%*1765+&' %140'41(9'.. ZÄ&19'." '#%*1765+&' %140'41(9'.. /+0'/$'& 9+&'Z6*+%-/+0 564+2(116+0) *14+<106#. $#4#66121(9#.. *14+<106#.$#45 612 $1661/1( .+06'.':6'0&/+0 2#5612'0+0)'#%* '0& 911&1456''. 126+10$;16*'45 9#..$';10& 2.#%' 8'46+%#. $#45(7..*'+)*6#0& 10'#0%*14Y+01( 12'0+0)'#%*'0& /+0%+2 %10%4'6'9#.. 5.#$Ä10Ä)4#&' 704'+0(14%'&%10%4'6' 564+2(116+0)5''(7.. *'+)*69#..5'%6+105 .11-176 9#.. 5''5 )4#07.#4 /#6'4+#. 5#0& 5.12' 9+0&199'.. .#&&'4 '5%#2' /'#05$; 16*'45 Ä'#%*9#;/#: (.1145;56'/$;16*'45 &10162.#%')+4&'4514 $'#/518'4%10%4'6'.+06'. &'5+)0'&(142.( +(%10%4'6'126+10#.4+)+&+057.#6+10Y+09+0&199'..#6 6*'&+5%4'6+101(6*'$7+.&'4(14#&&+6+10#. (41562416'%6+10#54'37+4'&2'45+6'&'5+)0 /+0 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 9+0&199'..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#: /+0 )4#& ' . + 0 'Ä/#:Ä/#:Ä/#:5''$#5'/'069#..&'6#+.5''.11-1769#..&'6#+.5+/%105647%65+/.11-1769#..Y/+0 *14+<$#45/+0 5555.#$Ä10Ä)4#&'$';10& %10%4'6'564+2(116+0)56'2&190 #54'3&(14(41562416'%6+10 #6010Ä$'#4+0)9#..5 .1%#6'$.1%-+0)&'6#+.5 55 #6'0&1((7.. *'+)*69#.. 2418+&' #&&+6+10#.$#45"'0& 1((7..*'+)*69#..5')/'06.1%#6'& (41/+05+&'9#..(#%' (.114(4#/+0)#$18'$;16*'45 +0(+..911&(4#/+0)$;16*'45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 56'22+0)&1909#..9+6*)4#&' &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. 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 19573 Hibbing Way Lakeville, MN 55304 Prepared By: Samantha Carley Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Thursday, June 11, 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:Thursday, June 11, 2020 Client Name:Country Joe Homes Client Address:19573 Hibbing Way Client City:Lakeville, MN 55304 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 North Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:1,104 CFM Per Square ft.:0.298 Square ft. of Room Area:3,698 Square ft. Per Ton:1,377 Volume (ft³):24,090 Building Loads Total Heating Required Including Ventilation Air:58,604 Btuh 58.604 MBH Total Sensible Gain:24,826 Btuh 77 % Total Latent Gain:7,397 Btuh 23 % Total Cooling Required Including Ventilation Air:32,223 Btuh 2.69 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\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 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 149 CFM 76 CFM Infiltration Actual:0.304 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 24,090 X 24,090 7,325 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:122 CFM 0 CFM Total Building Ventilation:85 CFM 85 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 (149 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (76 CFM), Construction: Average C:\Users\Slykke\Desktop\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 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 2.69 1,377 3,698 24,826 7,397 32,223 58,604 679 1,104 1,104 System 1 2.69 1,377 3,698 24,826 7,397 32,223 58,604 679 1,104 1,104 12x16 Ventilation 1,270 2,097 3,367 7,892 Humidification 4,529 Zone 1 3,698 23,556 5,300 28,856 46,183 679 1,104 1,104 12x16 1-Lower Level 1,228 4,061 900 4,961 11,893 175 190 190 2--6 2-Main Level 1,228 9,929 2,400 12,329 17,456 257 465 465 5--6 3-Upper Level 1,242 9,566 2,000 11,566 16,834 247 448 448 5--6 C:\Users\Slykke\Desktop\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 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 0.1 484.4 175 190 190 2--6 2-Main Level Built-In 0 750 0.01 0.1 473.8 257 465 465 5--6 3-Upper Level Built-In 0 750 0.01 0.1 456.5 247 448 448 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 827.7 679 1,104 1,104 12x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:679 Cooling Flow:1104 C:\Users\Slykke\Desktop\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 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-317.8 8,013 0 5,057 5,057 4agdoor: Glazing-84 2,120 0 1,412 1,412 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 832 3,618 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 2524.2 14,274 0 1,575 1,575 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 1242 2,377 0 1,339 1,339 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 1228 2,885 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 14 43 0 4 4 Subtotals for structure:34,847 0 9,823 9,823 People:5 1,000 1,150 2,150 Equipment:4,300 6,600 10,900 Lighting:1500 5,115 5,115 Ductwork:0 0 0 0 Infiltration: Winter CFM: 122, Summer CFM: 0 11,336 0 0 0 Ventilation: Winter CFM: 85, Summer CFM: 85 7,892 2,097 1,270 3,367 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 12.35 gal/day :4,529 0 0 0 AED Excursion:0 0 868 868 Total Building Load Totals:58,604 7,397 24,826 32,223 Check Figures Total Building Supply CFM:1,104 CFM Per Square ft.:0.298 Square ft. of Room Area:3,698 Square ft. Per Ton:1,377 Volume (ft³):24,090 Building Loads Total Heating Required Including Ventilation Air:58,604 Btuh 58.604 MBH Total Sensible Gain:24,826 Btuh 77 % Total Latent Gain:7,397 Btuh 23 % Total Cooling Required Including Ventilation Air:32,223 Btuh 2.69 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\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 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:1,228.0 sq.ft.Supply Air:190 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.2 AC/hr Volume:9,824 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:22 CFM Runout Air:95 CFM Percent of Supply.:12 % Runout Duct Size:6 in.Actual Summer Vent.:15 CFM Runout Air Velocity:484 ft./min.Percent of Supply:8 % Runout Air Velocity:484 ft./min.Actual Winter Infil.:16 CFM Actual Loss:0.147 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 48 X 8 384 0.050 4.4 1,670 0.0 0 0 E -Wall-15B0-10sf-8 28 X 8 224 0.050 4.4 974 0.0 0 0 S -Wall-12F-0bw 48 X 8 294.5 0.065 5.7 1,665 0.6 0 184 W -Wall-15B0-10sf-8 28 X 8 224 0.050 4.4 974 0.0 0 0 S -Gls-4a shgc-0.28 0%S (2)25 0.290 25.2 630 16.8 0 420 S -Gls-4a shgc-0.28 0%S 22.5 0.290 25.2 568 16.8 0 378 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 Floor-21A-20 1 X 1228 1228 0.027 2.3 2,885 0.0 0 0 Subtotals for Structure:10,426 0 1,688 Infil.: Win.: 15.8, Sum.: 0.0 384 3.820 1,467 0.000 0 0 AED Excursion:150 Equipment:900 1,200 Lighting:300 1,023 Room Totals:11,893 900 4,061 C:\Users\Slykke\Desktop\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 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:1,228.0 sq.ft.Supply Air:465 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr Volume:11,052 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:32 CFM Runout Air:93 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:36 CFM Runout Air Velocity:474 ft./min.Percent of Supply:8 % Runout Air Velocity:474 ft./min.Actual Winter Infil.:56 CFM Actual Loss:0.140 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 48 X 9 352 0.065 5.7 1,991 0.6 0 220 E -Wall-12F-0bw 28 X 9 244 0.065 5.7 1,380 0.6 0 152 S -Wall-12F-0bw 48 X 9 313.8 0.065 5.7 1,774 0.6 0 196 W -Wall-12F-0bw 28 X 9 252 0.065 5.7 1,425 0.6 0 157 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 5 0.290 25.2 126 9.4 0 47 N -Gls-4a shgc-0.28 100%S (2)33 0.290 25.2 832 9.4 0 310 E -Gls-4a shgc-0.28 0%S (2)8 0.290 25.2 202 30.3 0 242 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 (3)24 0.290 25.2 606 16.8 0 402 Subtotals for Structure:12,231 0 3,746 Infil.: Win.: 56.3, Sum.: 0.0 1,368 3.819 5,225 0.000 0 0 AED Excursion:366 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:17,456 2,400 9,929 C:\Users\Slykke\Desktop\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 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:1,242.0 sq.ft.Supply Air:448 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.7 AC/hr Volume:9,936 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:31 CFM Runout Air:90 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:35 CFM Runout Air Velocity:457 ft./min.Percent of Supply:8 % Runout Air Velocity:457 ft./min.Actual Winter Infil.:50 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-12F-0bw 48 X 8 324 0.065 5.7 1,832 0.6 0 202 E -Wall-12F-0bw 28 X 8 209 0.065 5.7 1,182 0.6 0 130 S -Wall-12F-0bw 48 X 8 321.5 0.065 5.7 1,818 0.6 0 201 W -Wall-12F-0bw 28 X 8 213.5 0.065 5.7 1,207 0.6 0 133 N -Gls-4a shgc-0.28 100%S (4)60 0.290 25.2 1,512 9.3 0 560 E -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 30.2 0 453 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 (2)17.5 0.290 25.2 442 16.8 0 294 W -Gls-4a shgc-0.28 0%S 10.5 0.290 25.2 265 30.2 0 317 UP-Ceil-16B-44 1242 X 1 1242 0.022 1.9 2,377 1.1 0 1,339 Floor-20P-30 1 X 14 14 0.035 3.0 43 0.3 0 4 Subtotals for Structure:12,190 0 4,389 Infil.: Win.: 50.0, Sum.: 0.0 1,216 3.819 4,644 0.000 0 0 AED Excursion:352 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:16,834 2,000 9,566 C:\Users\Slykke\Desktop\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 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 1,228 11,893 175 2-6 484 4,061 900 190 190 2 Main Level 1,228 17,456 257 5-6 474 9,929 2,400 465 465 3 Upper Level 1,242 16,834 247 5-6 457 9,566 2,000 448 448 Ventilation 7,892 1,270 2,097 Humidification 4,529 System 1 total 3,698 58,604 679 24,826 7,397 1,104 1,104 System 1 Main Trunk Size:12x16 in. Velocity:828 ft./min Loss per 100 ft.:0.099 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.69 77% / 23%24,826 7,397 32,223 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\19573 Hibbing Way.rh9 Thursday, June 11, 2020, 1:33 PM Date Certificate Posted Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-21 X R-49 X R-49 X R-30 X X Not applicable, all ducts located in conditioned space R-8 X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 80,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 92% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's " FLEX OR " metal duct Output in Tons: 380 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: STFH080C2X045 BA13NA036 Model Heating System Natural gas BRYANT Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type Steffes Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER 912SD48080 Manufacturer BRYANT Electric Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.28 Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) FLEX MECH ROOM Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 58,604 Heating Gain Cooling Load 100 200 Select Type RENEW AIRE EV-200 (BALANCED) 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): 24,826Residential Load Calculation Heating Loss Combustion Air Select a Type Location of duct or system: 32,223 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Place your logo here New Construction Energy Code Compliance Certificate Name of Residential Contractor Country Joe Homes MN License Number Lakeville19573 Hibbing Way BC627670 City Mailing Address of the Dwelling or Dwelling Unit THERMAL ENVELOPE Foam Open Cell Wall Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.29 Appliances Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Cooling System Builders Associaton of Minnesota version 101014 07/06/2020XKP