HomeMy WebLinkAboutLA197621 - 21160 Idaho Ave Permit PackRESIDENTIAL 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
21160 IDAHO AVE, LAKEVILLE*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERRESIDENCE FOR:written consent of Planco MN, Inc. modified or used in any redesign without the priormay not be assigned or copied, and may not bemay not be re-used for any additional structures,structure. Planco MN reserves all rights. These planslicense is granted to use these plans to build oneCopyright for these drawings is owned by Planco MN,Planco MN, Inc.cHEBERT HOMES#21-073SMA182021LOT 2, BLOCK 1 FRONT ELEVATION 1/4" = 1'-0" 16x8 OVH. DR.9x8 OVH. DR.812812512TOTAL2nd FLR.1st FLR.1,294 SQ. FT.1,316 SQ. FT.2,610 SQ. FT.9' CEILING @ FIRST FLOOR9' POURED FOUNDATION1'-6"1'-0"VINYL B & BVINYL B & B12x12 BOXED COL.CONC. PORCHSTONEON JOG3'-0"STONECAPSTONE612VINYL B & BWDW. TRIMALL SIDESU VALUE = .29FRONT ONLYVINYL CORNERSANDERSEN 100 SERIES WINDOWSVINYL SIDINGFRONT ONLYFRONT ONLYVINYL B & BSTONE AS SHOWNALL SIDES7/16" OSB SHEATHING3 1/4" CASING TRIMINTERIORSSSS4" TRIMGLASS @ TOP PANELGLASS @ TOP PANELConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/12/2021dmathews
VERIFY ALLGRADE LINESPlanco MN, Inc.C#21-073SMA282021 LEFT ELEVATION 1/8" = 1'-0" 8128121261252'-6"2'-0"1'-6"SIDINGVINYL SIDINGVINYL VINYLCORNERS RIGHT ELEVATION 1/8" = 1'-0" 8121251251'-9"1'-0"SIDINGVINYL 6"6/12VINYLCORNERS REAR ELEVATION 1/8" = 1'-0" 8121266"1'-6"SIDINGVINYL 1'-0"5/12VINYLCORNERSSIDINGVINYL ROOF PLAN 1/8" = 1'-0" 1261268128121251'-9"1'-6"2'-0"1'-6"5/122'-6"6"812812Secure door closed until deck isconstructed with a separate permit.
Planco MN, Inc.C#21-073SMA382021 BASEMENT PLAN 1/4" = 1'-0" UP17 R2-2x105/0x4/0 SL2-2x105/0x4/0 SL206820682668 UNEXCAVATED UNEXCAVATED 246836"WHFURNF.D.92%2-9 1/2" LSLDROPPED BEDROOM #5 *CARPET MECH/STORAGE *UNFINISHED FAMILY/REC RM *CARPET38'-0"
15'-6"7'-6"WALLEDGE15'-0"
6'-0"WALLEDGE2'-10"34'-0"16'-0"18'-0"4'-0"
60'-0"28'-0"32'-0"2'-0"26'-0"
36'-0"
4'-0"12'-0"56'-0"34'-0"22'-0"13'-0"21'-0"22'-0"6'-0"18'-0"4" LEDGE4" LEDGE2" LEDGE20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.9'-2"6'-2"3'-4"4'-2"10"26683'-9"3'-9"20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.20x8 FTG.1/2C. - 4" BLK.2x4 - 16" O.C.5'-10"4'-6"8'-0"9'-3"12'-2"
6'-1"9'-5"30"x30"x12"CONC. PAD FTG.13'-2"32'-0"2" LEDGE9' POURED FOUNDATION WET BAR *L.V.T.5'-6"2'-6"
24'-6"11'-6"
9'-3"
2'-3"
18" FLR.TRUSS
24" O.C.
18" FLR.TRUSS
24" O.C.
18" FLR.TRUSS
24" O.C.SD/CO48
34 F28682868 EXERCISE RM *CARPET3'-8"11'-10"10'-4"5'-0"*VINYL2'-0"REF'GU.C. ),1,6+('64)7 (;&/8'(667$,56 2x61 PIECE FIB.8'-2516"12'-4"SDUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
Planco MN, Inc.C#21-073SMA482021 FIRST FLOOR PLAN 1/4" = 1'-0" 1,294 SQ. FT.9' CEILING @ FIRST FLOOR38'-0"4'-6"UP17 RDN17 R6'-8"3'-9"3'-9"
9'-5" CONC. PORCH 2468 OFFICE/FLEX RM *CARPET6'-1"7'-6"12x12 BOXED COL.3/0x5/0-2 SH3-2x10WALLEDGE*WOOD6'-2"10'-9"6"10'-9"10'-9"2x6TRUSSES
24" O.C.2-7 1/4" LSL2-2x10 FLUSH3'-11"2'-2"
2/4x4/0 SH
TEMPF
RADONVENT2x624682'-6"30"4'-7"28682-2x10
5068 C.O.CHASE246824682868PKT.16" SH'SPANTRY*WOOD66" BENCH2868PKT.206820683068SLREF'G
KITCHEN *WOOD30" RANGE
W/ HOODVENT
12" CAB.
S.B.MICRO3-9 1/2" LVL
6068 P.D.
15'-0"GASF.P.6'-0"
5'-6"6"WALLEDGE FOYER *WOOD MUD ROOM *VINYL2868FIREDOOR2-2x10 W.I.C. *VINYL*WOOD GREAT ROOM *WOOD DINING 16x8 OVH. DR.9x8 OVH. DR.*4" CONC. FLOOR GARAGE *2x6 WALLSTRUSSES24" O.C.
5'-2"4'-8"5'-2"1'-6"6"18" FLR.TRUSS
24" O.C.2-11 7/8" LSL FLUSHGIRDER
TRUSSES24" O.C.GIRDER2-11 7/8" LSL3-9 1/2" LSL6/0x5/0 FX3/0x5/0 SH3/0x5/0 SH3-2x105/0x5/0 FX3/0x5/0 SH3/0x5/0 SH34'-0"16'-0"18'-0"8'-0"8'-0"8'-9"9'-3"4'-0"
58'-0"26'-0"32'-0"2'-0"24'-0"
36'-0"6'-0"
11'-6"13'-0"5'-6"2'-0"4'-0"4'-0"4'-0"7'-6"4'-3"5'-6"6'-0"12'-0"56'-0"34'-0"22'-0"13'-0"21'-0"6'-10"10'-6"2-11 7/8" LSL6'-0"5'-10"18" FLR.TRUSS
24" O.C.18" FLR.TRUSS
24" O.C.2-9 1/2" LSL FLUSHFLUSH2x62x62x62x6SD/CO6'-6"2'-5"26'-9"3'-8"2-9 1/2" LSL6'-2"7'-6"4'-6"10"3'-8"7'-11"22'-0"24" CANT.SL5'-6"5'-0"6"2'-6"
2'-0"5'-0"3-2x106'-0"3"3"3"3"(3)14" LVLCS-PFCS-PFCS-PFCS-PFCS-PF48" GB4' WSP4' WSP4' WSP4' WSPCS-PFCS-PFCS-PFCS-PFCS-PFCS-PFBWPsAboveBWPsAbove
Planco MN, Inc.C#21-073SMA582021 SECOND FLOOR PLAN 1/4" = 1'-0" 1,316 SQ. FT.TRUSSES24" O.C.DN17 R20682068RADONVENT5'-0" TUB
& SHOWER
1 PIECE FIB.F*VINYL66"26682668206820682068266860342468PKT.24681668LIN.LIN.20682868LTW D
2868PKT.84"5/0x4/0 SL3-2x106/0x4/0 SL2-2x10PKT.24682-9 1/2" LSL4/0x5/0-2 SH3-2x103/0x5/0-2 SH*CARPET MASTER BEDROOM *VAULTRIDGE OFVAULT*CARPET W.I.C. *CARPET BEDROOM #2 BEDROOM #3 *CARPET BEDROOM #4 *CARPETSD/CO2468SDSDSDSD2-2x10
3/0x4/0 SH
*VINYLFF4/0x5/0 FX
TEMP
2-2x10 34'-0"14'-0"6'-10"13'-2"7'-2"6'-10"6'-9"6'-5"40'-0"
11'-9"5'-9"7'-6"2'-8"12'-4"WALLEDGEWALLEDGE3'-9"3'-9"
38'-0"
12'-6"3'-4"7'-2"15'-0"
5'-0"2'-2"*VINYL34'-0"12'-0"22'-0"10'-4"2'-8"6'-0"6'-0"2'-0"
6'-213
16"14'-0"2'-6"2'-6"15'-0"TRUSSES24" O.C.5'-8"5'-5"6'-5"2x62'-6"4'-0"6'-2"RAIL
10"5'-10"4'-6"3'-9"3'-9"11'-6"3'-6"5'-11 7
16"2'-6"4'-0"8'-2"2x6*VINYLFIB. BASEC.T. WALLS20685'-10"2/6x4/0 SH2-2x109'-0"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).CS-PFCS-PFCS-PFCS-PFCS-PFCS-PF
Planco MN, Inc.C#21-073SMA682021
3 1/2" CONC. FLOOR20X88'-11
8"3/4" T & G FLOOR3/4" T & G FLOOR9'-11
8"2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.SIDING2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.18" FLOOR TRUSSES @ 24" O.C.5/8" GYP. BD.5/8" GYP. BD.W/ V.B.2x6- 16" O.C.2X6- 16" O.C.R-21 INSUL.1/2" GYP. BD.VBSIDINGR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.20X82X6- 16" O.C.20X82X4- 16" O.C.17 RISERS 17 RISERS
2x440'-0"18" FLOOR TRUSSES @ 24" O.C.(DESIGNED BY MFR)TRUSSES @ 24" O.C.R-49 INSUL.SHEATHING7/16" OSBSHEATHING7/16" OSBW/ CLIPSSHINGLESPROTECT 120 UNDERLAYMENT15/32" OSB SHTG.R-21 SPRAY FOAMR-21 SPRAY FOAMR-21 SPRAY FOAMR-21 SPRAY FOAMTRT. 4x6 CURBTRT. 4x4 CURBTRT. 4x6 CURB CROSS SECTION 3/8" = 1'-0" GRADE5'-6"6'-0"TRT. 6x6 POST5122-9 1/2" LVLALUM.ALUM. FASCIASOFFITVENTED1'-9"MINIMAL HEELPOLY UNDERSLABPER CODE5/8" GYP. BD.1-2x6 TREATED9'-0" POUREDWALL W/ REBARSILL PLATEWATER PROOFINGAS REQUIREDDRAIN TILE 20X8R-10 RIGID INSUL.MIN. R-38@ CANT.71
2"75
16"2'-0"6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS3- 2x12 STRINGERSTAIR NOTES:10" ROUGH CUT TREADSCONC. PORCHCONTINUOUSRIDGE VENT1 1/2" RIGID2X6- 16" O.C.2X6- 16" O.C.WATER DRAIN TILE AS REQUIREDPROOFINGPOURED WALL20x8GRADE2x6- 16" O.C.R-21 INSUL.VBR-10 RIGID INSUL.
Planco MN, Inc.C#21-073SMA7820213 1/2" CONC. FLOOR9'-11
8"
SIDING8'-11
8"2x6- 16" O.C.1/2" GYP. BD.R-21 INSUL.VB5/8" GYP. BD.R-21 INSUL.1/2" GYP. BD.2x6- 16" O.C.VB3/4" T & G FLOOR3/4" T & G FLOORR-21 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-21 INSUL.4" CONC. FLOOR1/2" GYP. BD. GARAGE 20X8POURED WALL2X6- 16" O.C. CROSS SECTION 3/8" = 1'-0" R-49 INSUL.(DESIGNED BY MFR)TRUSSES @ 24" O.C.GIRDER38'-0"16'-0" N.T.S.6'-0"R-387/16" OSBSHEATHINGSLOPE TO DOORS5/8" GYP. BD.5/8" GYP. BD.W/ V.B.10'-107
8"22'-0" N.T.S.36'-0"20X82X6- 16" O.C.5/8" GYP. BD.W/ V.B.TRT. 4x6 CURB1-2x6 TREATED9'-0" POUREDWALL W/ REBARSILL PLATEPER CODE20X8AS REQUIREDDRAIN TILE WATER PROOFINGR-10 RIGID INSUL.18" FLOOR TRUSSES @ 24" O.C.18" FLOOR TRUSSES @ 24" O.C.R-21 SPRAY FOAMR-21 SPRAY FOAMR-21 SPRAY FOAM1 1/2" RIGIDWATER DRAIN TILE AS REQUIREDPROOFINGPOURED WALL20x8GRADE2x6- 16" O.C.R-21 INSUL.VBR-10 RIGID INSUL.VENTEDSOFFITALUM.ALUM. FASCIA1/2" SHTG.15# FELTSHINGLES2'-6"512ENERGY HEEL4'-0"2X6- 16" O.C.(DESIGNED BY MFR)TRUSSES @ 24" O.C.W/ CLIPSSHINGLESPROTECT 120 UNDERLAYMENT15/32" OSB SHTG.CONTINUOUSRIDGE VENT4"6"
Planco MN, Inc.C#21-073SMA882021FLOOR SYSTEMROOFTRUSSPVC T-FITTINGTO SUPPORTVENT PIPEMIN. 4" OF GASPERMEABLE MATERIAL3 1/2" CONC. SLAB4" PVC VENT PIPESUPPORTSTRAPPINGFLASHINGEXHAUST 10' FROM OPNGS.INTO CONDITIONED SPACESOF BUILDING12" MIN. ABOVE ROOFSEAL6 MIL POLYUNDER SLAB10' OF DRAIN TILEEACH WAY FROMT-FITTING(ROCK) RADON GAS VENT SYSTEM 3/8" = 1'-0" 36" MIN. HT. CLEAR SPACE24" DIA. AROUND VENTPROVIDE ELECTRICALBOX POWER SOURCER-4 MIN. INSUL. VENT PIPE@ UNCONDITIONED SPACE4" MIN. CLEARANCEFOR FUT. FANHEADER & BEARING/KING STUDS PER PLANPROVIDE SPACER TO FLUSH OUT HEADER TOWALL STUD THICKNESS AS REQD. EACH SIDEFASTEN TOP PLATE TO HEADER W/ 2 ROWS16d SINKER NAILS @ 3" O.C.NAIL SHEATHING TO HEADER W/ 10dNAILS @ 3" O.C. EACH WAY TYP.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADER7/16" MIN. PLYWD OR OSB SHEATHING APPLIED TOEXTERIOR SIDE OF STUDS (NAIL SHEATHING TO ALLBACKING STUDS W/ 10d NAILS @ 3" O.C. TYP.)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OPENINGS AS REQD.2x SOLID BLKG. RQD. AT SHEATHINGJOINTS (ORIENT FACE TO SHEATHING, FASTENSIMPSON STHD14 EMBEDDED HOLD DOWNANCHORS AT LOCATIONS SHOWN (REFERTO POST-INSTALLED OPTIONS)SIMPSON LSTA36 STRAPON INTERIOR STUD FACECENTERED ON HEADERNAIL FULL HEIGHT STUDTO EACH HEADER PLY W/16d NAILS @ 3" O.C.PROVIDE 2x6 INFILLWALL ABOVE AS REQD.PROVIDE 7/16" MIN.PLYWD. OR OSB SHEATHINGABOVE GARAGE DOOR OPNG.W/ STANDARD FASTENINGPROVIDE INTERMEDIATEFRAMING AS REQD. TOMAINTAIN 16" MAX. STUDSPACING(2) 1/2" DIA. ANCHOR BOLTSMIN. (7" MIN. EMBED)C.I.P. CONCRETE FOUNDATION PER CODETOGETHER W/ (3) 16 d SINKERSBEARING STUDS PER PLAN(2-2x6 BEARING STUDS MIN.)
11'-8" MAX.LENGTH OF CONTINUOUS HEADERNOTE: INFO APPLIES EQUALLYBOTH SIDES OF OPENING GARAGE FRONT PORTAL FRAMING 1/2" = 1'-0" FASCIAALUM. SOFFITVENTEDALUM.1'-6"812(DESIGNED BY MFR)TRUSSES @ 24" O.C.W/ CLIPSSHINGLESPROTECT 120 UNDERLAYMENT15/32" OSB SHTG.41214'-0" CROSS SECTION 3/8" = 1'-0"
B.W.
LINE B1
4'-0"
WSP
4'-0"
WSP
4'-0"
WSP
4'-0"
WSP
BRACED PANEL TYPE
WSP = 7/16 OSB
GWB = 1/2" GYP BOTH SIDES
CS-PF = CONTINUOSLY SHEATHED PORTAL FRAME -
IRC FIGURE R602.10.4.6 (SEE SHT. 3 & 4)
BASEMENT
BRACED WALL
LINES
1
Scale: 1/16" = 1'-0"
BASEMENT1
_____________________________________
21160 IDAHO AVE.
LAKEVILLE, MN
BLANCHARD
ENGINEERING
6936 WASHBURN AVE. S.
RICHFIELD, MN 55423
612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING
1'-6"1'-6"
CS-PF
1'-6"
CS-PF
2'-0"
CS-PF
2'-0"
B.W.
LINE 1A
B.W.
LINE 1B 42'-0"2'-0"
CS-PF
2'-0"
4'-0"
WSP
4'-0"
WSP
2'-0"2'-0"
CS-PF
B.W.
LINE GA 18'-0"B.W.LINE G1B.W.LINE G2B.W.LINE 1234'-0"B.W.LINE 11WSP4'-0"WSP4'-0"WSP4'-0"WSP4'-0"4'-0"WSP4'-0"WSP2'-0"CS-PF2'-0"4'-0"GWBWSP4'-0"4'-0"GWB4'-0"WSP4'-0"WSP34'-0"
1ST FLOOR
BRACED WALL
LINES
2
Scale: 1/16" = 1'-0"
FIRST FLOOR1
_____________________________________
21160 IDAHO AVE.
LAKEVILLE, MN
BLANCHARD
ENGINEERING
6936 WASHBURN AVE. S.
RICHFIELD, MN 55423
612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING
B.W.LINE 211'-6"1'-6"
CS-PF
1'-6"
CS-PF
WSP4'-0"WSP4'-0"WSP4'-0"4'-0"WSP4'-0"WSP4'-0"WSP4'-0"
WSP
1'-6"1'-6"
CS-PF
1'-6"B.W.LINE 22B.W.
LINE 2A
B.W.
LINE 2B 40'-0"34'-0"
2ND FLOOR
BRACED WALL
LINES
3
Scale: 1/16" = 1'-0"
SECOND FLOOR1
_____________________________________
21160 IDAHO AVE.
LAKEVILLE, MN
BLANCHARD
ENGINEERING
6936 WASHBURN AVE. S.
RICHFIELD, MN 55423
612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL)
2′-18′ FINISHED WIDTH OF OPENINGFOR SINGLE OR DOUBLE PORTAL
PONY WALL
HEIGHT
MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITED
IF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER
FASTEN SHEATHING TO HEADER WITH 8D
COMMON OR GALVANIZED BOX NAILS IN 3″ GRID
PATTERN AS SHOWN
HEADER TO JACK-STUD STRAP PER TABLE
R602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHING
MIN. DOUBLE 2″x4″ FRAMING COVERED WITH MIN.7/16″ THICK WOOD STRUCTURAL PANEL SHEATHINGWITH 8D COMMON OR GALVANIZED BOX NAILS AT
3″ O.C. IN ALL FRAMING (STUDS,
BLOCKING, AND SILLS) TYP.
MIN. LENGTH OF PANEL PER TABLE R602.10.5
MIN. (2) ½″ DIAMETER ANCHOR BOLTSINSTALLED PER SECTION R403.1.6 WITH
2″x2″x3/16″ PLATE WASHER
TENSION STRAP PERTABLE 602.10.6.4
(ON OPPOSITE SIDE
OF SHEATHING)
BRACED WALL LINECONTINUOUSLY SHEATHEDWITH WOOD STRUCTURALPANELS
IF NEEDED, PANELSPLICE EDGES SHALL
OCCUR OVER AND BE
NAILED TO COMMON
BLOCKING WITHIN THEMIDDLE 24″ OF THEPORTAL- LEG HEIGHT.ONE ROW OF 3″ O.C.
NAILING IS REQUIRED
IN EACH PANEL EDGE.
TYPICAL PORTAL
FRAME CONSTRUCTION
MIN. DOUBLE 2x4 POST(KING AND JACK STUD)
NUMBER OF JACK
STUDS PER TABLES
R602.7(1) & (2)
FASTEN TOP
PLATE TOHEADER WITHTWO
ROWS OF 16D
SINKER NAILS AT
3″ O.C. TYP.
MIN. 7 /16″ WOOD
STRUCTURAL
PANELSHEATHING
FASTEN KING STUDTO HEADER WITH 6
16D SINKERS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER
SECTION R403.1.612″ MAX. TOTAL WALL HEIGHT10″ MAX. HEIGHTFIGURE R602.10.6.4
ALTERNATE
BRACED WALL
PANEL
4
Scale: Not to Scale
CONTINUOUSLY SHEATHED PORTAL FRAME1
_____________________________________
21160 IDAHO AVE.
LAKEVILLE, MN
BLANCHARD
ENGINEERING
6936 WASHBURN AVE. S.
RICHFIELD, MN 55423
612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING
WOOD STRUCTURAL PANELSHEATHING TO TOP OF BAND
OR RIM JOIST
NAIL SOLE PLATE
TO JOIST PERTABLE R602.3(1)
(2) FRAMING ANCHORS
APPLIED ACROSS
SHEATHING JOINT WITH A
CAPACITY OF 670 LBS INTHE HORIZONTAL ANDVERTICAL DIRECTIONS
NAIL SOLE
PLATE TO JOISTPER TABLER602.3(1)
WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST
OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION
(WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST)
APPROVED BANDOR RIM JOIST
WOOD STRUCTURAL PANEL
SHEATHING TO TOP OF BAND
OR RIM JOIST
NAIL SOLE PLATETO JOIST PERTABLE R602.3(1)
ATTACH SHEATHING TO
BAND OR RIM JOIST WITH
8D COMMON NAILS AT 3″
O.C. TOP AND BOTTOM
WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST
OVER RAISED WOOD FLOOR - OVERLAP OPTION
(WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD)
FRONT ELEVATION
FIGURE R602.10.6.4
SECTION
NAIL SOLEPLATE TO JOISTPER TABLER602.3(1)
APPROVED BANDOR RIM JOISTMIN.OVERLAP9¼″ALTERNATE
BRACED WALL
PANEL
5
Scale: Not to Scale
CONTINUOUSLY SHEATHED PORTAL FRAME1
_____________________________________
21160 IDAHO AVE.
LAKEVILLE, MN
BLANCHARD
ENGINEERING
6936 WASHBURN AVE. S.
RICHFIELD, MN 55423
612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING
SOLID BLOCKING BETWEEN
RAFTERS ATTACHED TO TOP
PLATES WITH 8d @ 6″ O.C. ALONG
LENGTH OF BRACED WALL PANEL
FIGURE R602.10.8.2(1)
BRACED WALL PANEL CONNECTION
TO PERPENDICULAR RAFTERS15.25″ MAX2″ MAXOPENBRACED WALL
PANEL
CONNECTION TO
RAFTERS
6
Scale: Not to Scale
BRACED WALL PANEL CONNECTION TO RAFTERS1
_____________________________________
21160 IDAHO AVE.
LAKEVILLE, MN
BLANCHARD
ENGINEERING
6936 WASHBURN AVE. S.
RICHFIELD, MN 55423
612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING
CONTINUOUS RIM
OR BAND JOIST
FULL-HEIGHT BLOCKING
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL
PERPENDICULAR FRAMING
8d @ 6″ O.C. ALONG
BRACED WALL PANEL
8d @ 6″ O.C. ALONG
BRACED WALL PANEL
BRACED WALL PANEL
BRACED WALL PANEL
3-16d @ 16″ O.C. ALONG
BRACED WALL PANEL
3-16d @ 16″ O.C. ALONG
BRACED WALL PANEL
PERPENDICULAR FRAMING
CONTINUOUS RIM
OR BAND JOIST
FIGURE R602.10.8(1)
BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
FULL-HEIGHT BLOCKING
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL
BRACED WALL
PANEL
CONNECTIONS
TO FLOOR /CLG
7
Scale: Not to Scale
BRACED PANEL CONNECTIONS1
_____________________________________
21160 IDAHO AVE.
LAKEVILLE, MN
BLANCHARD
ENGINEERING
6936 WASHBURN AVE. S.
RICHFIELD, MN 55423
612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING
CONTINUOUS RIM
OR END JOIST
ADDITIONAL FRAMING
MEMBER DIRECTLY ABOVE
BRACED WALL PANEL
FULL-HEIGHT BLOCKING
@ 16″ O.C. ALONG
BRACED WALL PANEL
8d @ 6″ O.C. ALONG
BRACED WALL PANEL
8d @ 6″ O.C. ALONG
BRACED WALL PANEL TOE NAIL 3-8d
NAILS AT EACH
BLOCKING
MEMBER
BRACED WALL PANEL
BRACED WALL PANEL
3-16d @ 16″ O.C. ALONG
BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG
BRACED WALL PANEL
BRACED WALL PANEL
3-16d AT EACH
BLOCKING MEMBER
2-16d NAILS
EACH SIDE
CONTINUOUS RIM
OR END JOIST
FIGURE R602.10.8(2)
BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING
ADDITIONAL FRAMING
MEMBER DIRECTLY BELOW
BRACED WALL PANEL
FULL-HEIGHT BLOCKING
@ 16″ O.C. ALONG
BRACED WALL PANEL
BRACED WALL
PANEL
CONNECTIONS
TO FLOOR /CLG
8
Scale: Not to Scale
BRACED PANEL CONNECTIONS1
_____________________________________
21160 IDAHO AVE.
LAKEVILLE, MN
BLANCHARD
ENGINEERING
6936 WASHBURN AVE. S.
RICHFIELD, MN 55423
612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING
FL 2-9 1/2" LVLFLUSH 2-2X10FLUSH 3-14" LVLFLUSH 2-11 7/8" LVLFL 2-9 1/2" LVLTHA422ODD SPACING<- PAINTED ENDS -><- PAINTED ENDS ->18" TRUSSES @ 24" O. C. ->TO FAR FACE OF LVL'STO FAR FACE OF LVL'STHGQH3.62->18" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLBOB @ 651-688-3615OREMAIL: BKIEMEN@VILLAUME.COMDIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING.THE TRUSS ID DOES NOT DENOTE THE LEFTEND OF THE ROOF TRUSS ON THEPLACEMENT PLAN. USE THE LEFT END OFTHE SEALED TRUSS DRAWING AND THETRIANGLE ON THE PLACEMENT PLAN TOLOCATE THE PROPER END OF EACH ROOFTRUSS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLBOB @ 651-688-3615OREMAIL: BKIEMEN@VILLAUME.COMFRAMING NOTE:RUN POST UP TO BOTTOM CHORD ATLEFT END OF "A1" REQUIREDFF2FF6FF6FF3FF4FF5FF7FF8FF8FF8FF10FF10FF10FF11FF11FF12FF14FF14FF14FF14FF16FF16FF16FF16FF16FF17FF13FF13FF9FF15FF18FF1FF1H2H1H1H2G2G1G1G1G1G1G1G1G2C2A4A3A3A3A3A3A3A2A2A2A2A1E2E1E1C3C3C3C3C3C4C4C1D3D3D3D3D3D3D2D2D2D2D1W1W2W3W4W511-06-009-03-0015-05-123-09-02 3-09-0215-00-004-00-082-00-0026-00-0032-00-0018-00-004-00-0013-00-0021-00-0022-00-0022-00-0016-00-0018-00-005-02-004-08-0028-02-0012-06-00 7-06-0011-02-001-10-041-10-041-06-005-06-0027-06-001-11-042-05-04Customer: Dakota Cty Lumber - JFJob Number: 318504-BHome Owner: HEBERT-21160 IDAHO AVENUEJob Name: 2nd FloorSite Address: 21160 IDAHO AVENUE Sales Rep: John FrankCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Bob Kiemen2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 11/2/2021Version: 8.5.1.199
Hebert Homes
HVAC Load Calculations
for
Hebert
21160 Idaho Ave
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Monday, October 18, 2021
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 2
Project Report
General Project Information
Project Title:Hebert Homes
Project Date:Monday, October 18, 2021
Client Name:Hebert
Client Address:21160 Idaho Ave
Client City:Lakeville,mn
Company Name:Lofgren Heating
Company Representative:Randy Andrews
Company Address:5708 Upper 147th Street West
Company City:Apple Vallley, MN 55124
Company E-Mail Address:rrandrews@lofgrenheating-ac.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces West
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Elevation Sensible Adj. Factor:1.000
Elevation Total Adj. Factor:1.000
Elevation Heating Adj. Factor:1.000
Elevation Heating Adj. Factor:1.000
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -15.33 80%n/a 72 n/a
Summer:88 72 47%50%75 29
Check Figures
Total Building Supply CFM:1,249 CFM Per Square ft.:0.325
Square ft. of Room Area:3,840 Square ft. Per Ton:1,366
Volume (ft³) of Cond. Space:34,560
Building Loads
Total Heating Required Including Ventilation Air:51,611 Btuh 51.611 MBH
Total Sensible Gain:26,992 Btuh 80 %
Total Latent Gain:6,731 Btuh 20 %
Total Cooling Required Including Ventilation Air:33,723 Btuh 2.81 Tons (Based On Sensible + Latent)
Notes
Calculations are based on 8th edition of ACCA Manual J.
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.
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 3
Miscellaneous Report
System 1 Whole House
Input Data
Outdoor
Dry Bulb
Outdoor
Wet Bulb
Outdoor
Rel.Hum
Indoor
Rel.Hum
Indoor
Dry Bulb
Grains
Difference
Winter:-15 -15.33 80%n/a 72 n/a
Summer:88 72 47%50%75 29.27
Duct Sizing Inputs
Main Trunk Runouts
Calculate:Yes Yes
Use Schedule:No No
Roughness Factor:0.00300 0.01000
Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft.
Minimum Velocity:650 ft./min 450 ft./min
Maximum Velocity:900 ft./min 750 ft./min
Minimum Height:8 in.6 in.
Maximum Height:10 in.6 in.
Outside Air Data
Winter Summer
Infiltration Specified:0.250 AC/hr 0.130 AC/hr
108 CFM 56 CFM
Infiltration Actual:0.250 AC/hr 0.130 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 25,811 X 25,811
6,453 Cu.ft./hr 3,355 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:108 CFM 56 CFM
Total Building Ventilation:140 CFM 70 CFM
---System 1---
Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 19.31 = (0.68 X 0.970 X 29.27 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference)
Winter Infiltration Specified:0.250 AC/hr (108 CFM), Construction: Unknown
Summer Infiltration Specified:0.130 AC/hr (56 CFM), Construction: Unknown
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 4
Load Preview Report
Scope
Has
AED
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 2.81 1,366 3,840 26,992 6,731 33,723 51,611 980 1,249 1,249
System 1 Yes 2.81 1,366 3,840 26,992 6,731 33,723 51,611 980 1,249 1,249 21x10
Ventilation 340 1,352 1,692 4,550
Zone 1 3,840 26,652 5,379 32,031 47,061 980 1,249 1,249 21x10
1-Main Level 1,262 11,779 1,884 13,663 18,354 382 552 552 6--6
2-Upper Level 1,316 11,703 2,484 14,187 17,941 374 548 548 6--6
3-Lower Level 1,262 3,170 1,011 4,181 10,766 224 149 149 2--6
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 5
Duct Size Preview
Room or
Duct Name
Minimum
Velocity
Maximum
Velocity
Rough.
Factor
Design
L/100
Actual
L/100
SP
Loss
Duct
Velocity
Duct
Length Htg
Flow
Clg
Flow
Act.
Flow
Duct
Size
System 1
Supply Runouts
Zone 1
1-Main Level 450 750 0 0.1 0.1 468.4 382 552 552 6--6
2-Upper Level 450 750 0 0.1 0.1 465.4 374 548 548 6--6
3-Lower Level 450 750 0 0.1 0.1 378.2 224 149 149 2--6
Other Ducts
Supply Main Trunk 650 900 0 0.1 0.1 856.2 980 1,249 1,249 21x10
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:980
Cooling Flow:1249
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 6
System 1 - Whole House - Adequate Exposure Diversity Test
Test For Adequate Exposure Diversity
Average Glass
Sensible Gain
Over 12 Hours
1.3 x Average
Glass Gain
Hourly Glass Gain Hourly Total Net
GainHeat Gain, Btuh10.2% Diff. from Avg.
0
10,000
20,000
30,000
40,000
8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm
AED Calculation Summary
--- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. ---
System is on N, E, S, W rosette.
Peak load exceeds 12-hour average load by 10.2%.
AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh
Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not
exceed the average glass load for the entire conditioned space by more than 30 percent.
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 7
System 1 - Whole House - Psychrometric Chart
ZC Zone (Room) Condition OC Outdoor Condition
LC Leaving Coil Condition EC Entering Coil Condition
SD Supply Duct Temperature Rise DTF Draw Through Fan Sensible Gain
HRV Heat Recovery Ventilator
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 8
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less),
operable window, e=0.20 on surface 2, wood with
metal clad frame, u-value 0.32, SHGC 0.33
443 12,334 0 13,043 13,043
11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
2485 14,053 0 2,148 2,148
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1026 4,374 0 0 0
16B-50: 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-50 insulation
1316 2,290 0 1,263 1,263
21A-24: 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 24' wide
1262 2,745 0 0 0
Subtotals for structure:37,074 0 16,806 16,806
People:9 1,800 2,070 3,870
Equipment:2,500 7,000 9,500
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 108, Summer CFM: 56 9,987 1,079 776 1,855
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
Total Building Load Totals:51,611 6,731 26,992 33,723
Check Figures
Total Building Supply CFM:1,249 CFM Per Square ft.:0.325
Square ft. of Room Area:3,840 Square ft. Per Ton:1,366
Volume (ft³) of Cond. Space:34,560
Building Loads
Total Heating Required Including Ventilation Air:51,611 Btuh 51.611 MBH
Total Sensible Gain:26,992 Btuh 80 %
Total Latent Gain:6,731 Btuh 20 %
Total Cooling Required Including Ventilation Air:33,723 Btuh 2.81 Tons (Based On Sensible + Latent)
Notes
Calculations are based on 8th edition of ACCA Manual J.
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.
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 9
Building Pie Chart
Building
Loss
51,611
Btuh
Floor 5%Roof 4%
Wall 36%
Glass 24%
Door 2%
Infiltration 19%
Ventilation 9%
Building
Gain
33,723
Btuh
Roof 4%Wall 6%
Glass 39%
Door 1%People 11%
Equipment 28%
Infiltration 6%
Ventilation 5%
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 10
Building Bar Graph
Building
Loss
51,611
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 36%Door 2%Ventilation 9%
Roof 4%Glass 24%Infiltration 19%
Building
Gain
33,723
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 39%People 11%Infiltration 6%
Wall 6%Door 1%Equipment 28%Ventilation 5%
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 11
System 1 Whole House Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less),
operable window, e=0.20 on surface 2, wood with
metal clad frame, u-value 0.32, SHGC 0.33
443 12,334 0 13,043 13,043
11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
2485 14,053 0 2,148 2,148
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1026 4,374 0 0 0
16B-50: 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-50 insulation
1316 2,290 0 1,263 1,263
21A-24: 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 24' wide
1262 2,745 0 0 0
Subtotals for structure:37,074 0 16,806 16,806
People:9 1,800 2,070 3,870
Equipment:2,500 7,000 9,500
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 108, Summer CFM: 56 9,987 1,079 776 1,855
Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692
System 1 Whole House Load Totals:51,611 6,731 26,992 33,723
Check Figures
Supply CFM:1,249 CFM Per Square ft.:0.325
Square ft. of Room Area:3,840 Square ft. Per Ton:1,366
Volume (ft³) of Cond. Space:34,560
System Loads
Total Heating Required Including Ventilation Air:51,611 Btuh 51.611 MBH
Total Sensible Gain:26,992 Btuh 80 %
Total Latent Gain:6,731 Btuh 20 %
Total Cooling Required Including Ventilation Air:33,723 Btuh 2.81 Tons (Based On Sensible + Latent)
Notes
Calculations are based on 8th edition of ACCA Manual J.
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.
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 12
System 1 Whole House Pie Chart
System
1 Whole
House
Loss
51,611
Btuh
Floor 5%Roof 4%
Wall 36%
Glass 24%
Door 2%
Infiltration 19%
Ventilation 9%
System
1 Whole
House
Gain
33,723
Btuh
Roof 4%Wall 6%
Glass 39%
Door 1%People 11%
Equipment 28%
Infiltration 6%
Ventilation 5%
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 13
System 1 Whole House Bar Graph
System
1 Whole
House
Loss
51,611
Btuh
0
5,000
10,000
15,000
20,000
Floor 5%Wall 36%Door 2%Ventilation 9%
Roof 4%Glass 24%Infiltration 19%
System
1 Whole
House
Gain
33,723
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 39%People 11%Infiltration 6%
Wall 6%Door 1%Equipment 28%Ventilation 5%
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 14
System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms)
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less),
operable window, e=0.20 on surface 2, wood with
metal clad frame, u-value 0.32, SHGC 0.33
443 12,334 0 13,043 13,043
11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
2485 14,053 0 2,148 2,148
15B0-10sf-10: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 10' floor depth
1026 4,374 0 0 0
16B-50: 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-50 insulation
1316 2,290 0 1,263 1,263
21A-24: 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 24' wide
1262 2,745 0 0 0
Subtotals for structure:37,074 0 16,806 16,806
People:9 1,800 2,070 3,870
Equipment:2,500 7,000 9,500
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 108, Summer CFM: 56 9,987 1,079 776 1,855
System 1, Zone 1 Load Totals:47,061 5,379 26,652 32,031
Check Figures
Supply CFM:1,249 CFM Per Square ft.:0.325
Square ft. of Room Area:3,840 Square ft. Per Ton:1,439
Volume (ft³) of Cond. Space:34,560
Zone Loads
Total Heating Required:47,061 Btuh 47.061 MBH
Total Sensible Gain:26,652 Btuh 83 %
Total Latent Gain:5,379 Btuh 17 %
Total Cooling Required:32,031 Btuh 2.67 Tons (Based On Sensible + Latent)
Notes
Calculations are based on 8th edition of ACCA Manual J.
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.
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 15
System 1, Zone 1 Pie Chart
System
1, Zone
1
Loss
47,061
Btuh
Floor 6%
Roof 5%
Wall 39%
Glass 26%
Door 3%
Infiltration 21%
System
1, Zone
1
Gain
32,031
Btuh
Roof 4%Wall 7%
Glass 41%
Door 1%
People 12%
Equipment 30%
Infiltration 6%
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 16
System 1, Zone 1 Bar Graph
System
1, Zone
1
Loss
47,061
Btuh
0
5,000
10,000
15,000
20,000
Floor 6%Wall 39%Door 3%
Roof 5%Glass 26%Infiltration 21%
System
1, Zone
1
Gain
32,031
Btuh
0
5,000
10,000
15,000
Roof 4%Glass 41%People 12%Infiltration 6%
Wall 7%Door 1%Equipment 30%
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 17
Detailed Room Loads - Room 1 - Main Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:1,262.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,262.0 sq.ft.Supply Air:552 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.9 AC/hr
Volume:11,358.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:6 Actual Winter Vent.:55 CFM
Runout Air:92 CFM Percent of Supply.:10 %
Runout Duct Size:6 in.Actual Summer Vent.:31 CFM
Runout Air Velocity:468 ft./min.Percent of Supply:6 %
Runout Air Velocity:468 ft./min.Actual Winter Infil.:48 CFM
Actual Loss:0.137 in.wg./100 ft.Actual Summer Infil.:25 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
S -Wall-12F-0sw 40 X 9 330 0.065 5.7 1,866 0.9 0 285
N -Wall-12F-0sw 40 X 9 312 0.065 5.7 1,764 0.9 0 270
W -Wall-12F-0sw 34 X 9 218 0.065 5.7 1,233 0.9 0 188
E -Wall-12F-0sw 34 X 9 191 0.065 5.7 1,080 0.9 0 165
W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
S -Gls-4A-1a-o shgc-0.33 0%S 30 0.320 27.8 835 19.2 0 575
N -Gls-4A-1a-o shgc-0.33 100%S 48 0.320 27.8 1,336 10.4 0 500
W -Gls-4A-1a-o shgc-0.33 0%S 46 0.320 27.8 1,281 35.0 0 1,610
E -Gls-4A-1a-o shgc-0.33 0%S 115 0.320 27.8 3,202 35.0 0 4,026
Subtotals for Structure:13,875 0 7,971
Infil.: Win.: 48.2, Sum.: 25.1 1,332 3.363 4,479 0.261 484 348
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,000 3,000
Room Totals:18,354 1,884 11,779
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 18
Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:1,316.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,316.0 sq.ft.Supply Air:548 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.8 AC/hr
Volume:11,844.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:6 Actual Winter Vent.:53 CFM
Runout Air:91 CFM Percent of Supply.:10 %
Runout Duct Size:6 in.Actual Summer Vent.:31 CFM
Runout Air Velocity:465 ft./min.Percent of Supply:6 %
Runout Air Velocity:465 ft./min.Actual Winter Infil.:48 CFM
Actual Loss:0.135 in.wg./100 ft.Actual Summer Infil.:25 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
N -Wall-12F-0sw 40 X 9 340 0.065 5.7 1,923 0.9 0 294
S -Wall-12F-0sw 40 X 9 340 0.065 5.7 1,923 0.9 0 294
E -Wall-12F-0sw 34 X 9 236 0.065 5.7 1,335 0.9 0 204
W -Wall-12F-0sw 34 X 9 252 0.065 5.7 1,425 0.9 0 218
N -Gls-4A-1a-o shgc-0.33 100%S 20 0.320 27.8 557 10.4 0 208
S -Gls-4A-1a-o shgc-0.33 0%S 20 0.320 27.8 557 19.2 0 384
E -Gls-4A-1a-o shgc-0.33 0%S 70 0.320 27.8 1,949 35.0 0 2,450
W -Gls-4A-1a-o shgc-0.33 0%S 54 0.320 27.8 1,503 35.0 0 1,890
UP-Ceil-16B-50 1316 X 1 1316 0.020 1.7 2,290 1.0 0 1,263
Subtotals for Structure:13,462 0 7,205
Infil.: Win.: 48.2, Sum.: 25.1 1,332 3.363 4,479 0.261 484 348
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 3,000
Room Totals:17,941 2,484 11,703
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 19
Detailed Room Loads - Room 3 - Lower Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:1,262.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:1,262.0 sq.ft.Supply Air:149 CFM
Ceiling Height:9.0 ft.Supply Air Changes:0.8 AC/hr
Volume:11,358.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:2 Actual Winter Vent.:32 CFM
Runout Air:74 CFM Percent of Supply.:22 %
Runout Duct Size:6 in.Actual Summer Vent.:8 CFM
Runout Air Velocity:378 ft./min.Percent of Supply:6 %
Runout Air Velocity:378 ft./min.Actual Winter Infil.:11 CFM
Actual Loss:0.090 in.wg./100 ft.Actual Summer Infil.:6 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
S -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0
N -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0
W -Wall-15B0-10sf-10 34 X 9 306 0.049 4.3 1,304 0.0 0 0
E -Wall-12F-0sw 34 X 9 266 0.065 5.7 1,504 0.9 0 230
E -Gls-4A-1a-o shgc-0.33 0%S 40 0.320 27.8 1,114 35.0 0 1,400
Floor-21A-24 1 X 1262 1262 0.025 2.2 2,745 0.0 0 0
Subtotals for Structure:9,737 0 1,630
Infil.: Win.: 11.1, Sum.: 5.8 306 3.363 1,029 0.261 111 80
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:500 1,000
Room Totals:10,766 1,011 3,170
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 20
Room Cooling and Heating Loads Bar Graphs
Cooling
Heating
Btuh
Lower Level
Upper Level
Main Level
0 5,000 10,000 15,000 20,000
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 21
Room Cooling Loads Bar Graphs
Sensible
Latent
Btuh
Lower Level
Upper Level
Main Level
0 5,000 10,000 15,000
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Hebert Homes
Farmington, MN 55024 Page 22
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 Main Level 1,262 18,354 382 6-6 468 11,779 1,884 552 552
2 Upper Level 1,316 17,941 374 6-6 465 11,703 2,484 548 548
3 Lower Level 1,262 10,766 224 2-6 378 3,170 1,011 149 149
Ventilation 4,550 340 1,352
System 1 total 3,840 51,611 980 26,992 6,731 1,249 1,249
System 1 Main Trunk Size:21x10 in.
Velocity:856 ft./min
Loss per 100 ft.:0.108 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.81 80% / 20%26,992 6,731 33,723
Actual:1.00 77% / 23%9,240 2,760 12,000
Equipment Data
Heating System Cooling System
Type:Natural Gas Furnace Standard Air Conditioner
Model:QC-F38-E78-G QC-C12
Indoor Model:S12
Brand:Quikcool FE Series Quikcool AS Series
Description:Hi Efficiency Furnace Standard Efficiency Air Condit
Efficiency:78.3 AFUE 12.4 SEER
Sound:8.1 bels
Capacity:38,000 Btuh 12,000 Btuh
Sensible Capacity:n/a 9,240 Btuh
Latent Capacity:n/a 2,760 Btuh
C:\ ...\21160 IDAHO LAKEVILLE 10182021.rhv Monday, October 18, 2021, 11:55 AM