HomeMy WebLinkAboutLA171943 18842 Houston Way Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
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:
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C6:126:124:124:126:128:128:124:12 SADDLEAAAABBBBCCCCEEEEDDDD8:128:1228' RIDGE VENT12' RIDGE VENT14' RIDGE VENT
10' RIDGE VENT
8:12ROOF PLAN1/8"=1'-0"3 1/2" TRIMAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM5" TRIMTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN5/4" x 3" - WOODGRAINOVER5/4" x 10" - WOODGRAINWOODGRAIN PANEL5/4" x 3" - WOODGRAIN5/4" x 10" - WOODGRAIN10" SQUARE COLUMN9 1/2"9 1/2"6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM(SIDES)4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)2"=1'-0"1/4"=1'-0"3 1/2" TRIM
5" TRIM1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725470-A-3.2JORDANDRAWN: 10-2-2015-AWREVISED: 7-30-2018-AWCOLBERT RESIDENCECUST:JORDAN 'A' FRONTAMERICAN CLASSICF128STEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOPFFFD1'-0"1'-0"1'-0"9 7/16"HEEL9 7/16"HEEL
1'-0"9 7/16"
HEEL1'-0"9 7/16"HEEL FADDRESS NUMBERD1286:12 PITCH6:12 PITCH4:12 SADDLE1x4:12 PITCH4:12 PITCH6 1/4"6-1/4" FROM TOP OF THRESHOLDTO TOP OF JOISTDXXXXX8" TRIM8" TRIMRAIN DIVERTER5'-0"REFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENLEFT ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTHREAR ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE2x CEDARAF1'-5"1'-0"F1'-0"7 7/16"7 7/16"1266:12 PITCH1'-0"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS1'-0"AA1'-0"7 7/16"8:12 PITCHA1x CEDAR8:12 PITCH12640% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.28:12 PITCH1'-0"VINYL SIDING18842 HOUSTON WAYPERMIT/CONST.PLANSLOT 15, BLK 3, CHOKECHERRY HILL 4TH ADD.PERMIT/CONST: 7-17-2019-CFConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode08/07/2019dmathews
MFD FLOOR TRUSSESINSTALL PER MFRS SPECS
7'-7"5'-4"5'-3 1/2"5'-6 1/2"UP16R7'-4"A/C49'-0"
7'-0"24'-0"18'-0"
25'-0"50'-0"19'-0"19'-6"11'-6"1'-7 1/2"1'-7 1/2"1'-4 1/4"1'-10 3/4"35'-0"12'-6"10'-0"4'-0"49'-0"
3'-6"10'-0"5'-0"12'-0"10'-0"5'-9"13'-2"16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.16'-3"8'-3" M.O.8'-3"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADEMIN. 3'-6" BELOW GRADE6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLTYP. WINDOW HEAD HEIGHT AT 7'-0" U.N.O.NOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRBASEMENT PLAN1/4"=1'-0"FUTURE BEDRM226 SQ. FT.FUTUREW.I.C.FUTUREFAMILY RM791 SQ. FT.UNFINISHEDSTORAGE / MECH.R/I3/4B52 SQ. FT.TPH36"16"x8" CONC. FTG.6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGH2'-0"19'-6"11'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2-82-62-4HDR2-4DROPPED BEAMCONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLUNEXCAVATEDSUMP16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C2.0X6'-0"OF MAIN LEVEL SUBFLOORFRAME WALL TO UNDERSIDEACHVWHF.D.BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEM4'-0"MAX
FBBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEMMAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.COCKSILL2'-0"13'-2"17'-6 1/2"5'-9"4'-11 1/2"DROPPED BEAM (cont)RADONVENT PIPE30x30x12CONC. PAD FTG.B.P.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS36x36x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE42x42x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE34x48 FBGLSHOWERSURROUND16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH4'-0"4'-6"CANT. JOISTSTREATED 2x8's16" ON CENTER16" CONC. PIER FTG6x6 TREATED POSTMIN. 3'-6" BELOW GRADETYPICAL:PORCH ABOVE(2) 2x8 DROPPED BEAMCANT. JOISTS8"4'-9"6'-6"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE6'-3 1/2"8"12'-0 1/2"CANT.BEAM5'-4"8"
24" TOWEL BAR
DRAWN: 10-2-2015-AWJORDAN-5470-A3.2PC#605: 10-23-2018-LLPC#564, 581,582: 12-17-2018-LLPC#597, 615, 622: 12-17-2018-LL1302 SQ. FT.NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM1/2"=1'-0"PORCH SKIRT DETAIL1/2"=1'-0"FRONT PORCH LEDGER SECTION6 1/4"7 1/4"6 3/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST4-1/2" FROM1 1/2"AND BELOW 2x8 &2x10 TRTD LEDGERSTRTD 2X8 JOISTS16" O.C.(8) 10d COMMON NAILSTRTD. 2X10 RIPPED(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILS30x30x12CONC. PAD FTG.34x34x14CONC. PAD FTG.2'-6 1/2"2'-10 1/2"WET BAR RGH-IN3 1/2x5 1/2 VERSA COLUMN5-1/4x5-1/4 VERSA COLUMN1/2"=1'-0"FRONT PORCH LEDGER DETAIL18"
FLOOR
TRUSSES
3/4"
1st FLOOR
WALLSSUBFLOOR
9'-1 1/8"
BASEMENT
WALLS
3/4" SUBFLOOR6 1/4"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL.
2""MIN...5 1/4"
2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE16" O.C. UNDER 10'-0" SPAN12" O.C. OVER 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.FLOOR TRUSSESBLOCKING, LAID FLAT(2) TRTD 2x12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2x12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDELAG SCREWS1/2" DIAMETERINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSS(3) 2x10 DROPPED BEAM6'-8"1'-0"2W 3050 SH3050 SH2x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALLTREATED BOTTOM PLATE6" CURB, 2" LEDGE18x8 CONC. FTG.MIN. 3'-6" BELOW GRADE6'-11"16'-4"14'-2"50'-0"12'-7"6-0 SGD16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH12'-0"36x72CONC. PADCOCKSILL2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGHFOUNDATION INSULATIONFRONT FOUNDATION WALL:-17 SQ FT/50 LIN FT= 0.34 RATIOR-10REAR FOUNDATION WALL:-30 SQ FT/50 LIN FT= 0.6 RATIORIGHT SIDE FOUND. WALL:-80 SQ FT/49 LIN FT= 1.63 RATIOLEFT SIDE FOUND. WALL:-73 SQ FT/35 LIN FT= 2.08 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTSPLAN OPTIONSWALKOUT BASEMENTRGH. IN WET BAR18842 HOUSTON WAYPERMIT/CONST.PLANSLOT 15, BLK 3, CHOKECHERRY HILL 4TH ADD.WINDOW & DOOR SCHEDULE-WALKOUTCALL-OUTU-FACTORROUGH OPENING6068 SGD0.3172 1/8" X 80"LOCATIONSHGCFAMILY ROOM0.323050 SH0.3136 1/4" X 60 1/4"#11BEDROOM0.310.3110.31FAMILY ROOM2W 3050 SH72 1/8" X 60 1/4"WSWATER SOFTENER(3)2X10 HDR7'-0"7'-0"6X6 POST16" CONC.POST FTG.6X6 POST18" CONC.POST FTG.(2)2X10 HDR14'-2"VERIFY # OF RISERS W/ GRADE 4'-0"X5'-0"LANDING4'-0"
5 1/2"2" DRIP CAPLOW MAINTENANCE DECKING2x10 TREATED JOISTSRIM BOARD1-1/8" OSB3/8" DIAM LAG SCREW W/ WASHERMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS18" FLOOR TRUSSES(GALV. OR STAINLESS STEEL)(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1/2"=1'-0"REAR DECK LEDGER SECTION3"RATED AT 350 LBFT1/2" DIAM. LAG SCREWS(MIN. 4" LENGTH)10d NAILS OR 16D SINKERS1/2"=1'-0"REAR DECK LEDGER DETAIL3/4" SUBFLOOR5 1/2"9-1/4"2x10 DECKLEDGER2x6 EXTERIOR WALL18"
FLOOR
TRUSSES
.
2"MIN.X2x6 EXTERIOR WALL3/4"
1st FLOOR
WALLSSUBFLOOR
9'-1 1/8"
BASEMENT
WALLS
4"SUBFLOOR TOTOP OF LEDGER19.2" O.C.FLOOR TRUSSESLATERAL LOAD CONNECTION: USPBLOCKING, LAID FLAT(2) TRTD 2X12(8) 16D NAILS ON INSIDE(8) 30D NAILS ON OUTSIDE.BLOCKING, LAID FLAT(2) TRTD 2X12(8) 16D NAILS PER SIDELTS19-TZ & LBP12-TZ WASHER, (4) PER DECKRATED AT 750 # EACH, SPACED EVENLYMIN. 3" PENETRATION THRU OSB RIM & FLR TRUSSMAX. 24" FROM END OF LEDGERLAG SCREWS1/2" DIAMETER2" FROM TOPOF LEDGERLAG SCREW TO BEMIN. 2" FROM EDGE12" O.C. DECK UNDER 14'-0" SPANINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BETREATED 2x10's
16" ON CENTER
(3) 2x10 TREATED HDR W/ (1) 2x10 CEDAR RIM(1) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIMLOW MAINTENANCE DECKING2x10 GALV.HANGERS2x10 GALV.HANGERS1/2"=1'-0"DECK FRAMING DETAILS14'-0"14'-0"(3) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIM4'-0"4'-0"(2) 2x10 TREATED HDR W/ (1) 2x10 CEDAR RIM7'-0"7'-0"USP LTS19-TZCONNECTORS ON2'-0" MAXEQUALEQUALEQUAL2'-0" MAXLEAVE 1 1/2" SPACE BETWEEN DECK AND STAIR SKIRT BOARDNOTE:2x12 BLOCKING ORUNDERSIDE OF 2X10 TREATED JOISTS(1) 2x10 TREATED STRINGER
(1) 2x12 CEDAR SKIRT
MAX SPACING: 12" O.C.LOW MAINTENANCE TREADSSPACED EVENLY(3)2x10 TREATED STRINGERS
(1) 2x10 TREATED STRINGER
(1) 2x12 CEDAR SKIRT
USP LTS19-TZ2x4 SWAY BRACING AS REQ'D(3) 2x10 TREATED HDRAPPROVED HANGERS2x10 CEDAR RIMTREATED 2x10 JOISTSDECKING6x6 TREATED POSTSPOST ANCHORAPPROVED GALV.BOTH ENDS2" GALVANIZED DRIP CAP(DO NOT FASTEN DECKING THROUGH FLASHING)5 1/2" FROM TOP OF SUBFLOORTO TOP OF JOISTSAT 16" O.C.LOW MAINTENANCE2x10 TREATED LEDGERATTACHED TO HOUSE W/LAG SCREWS3'-0" MIN.ALUMINUMRAILING SYSTEM16" OR 18" DIA.5'-0" FROST PROTECTION
CONC. PIER1/2"=1'-0"DECK DETAILSLOW MAINTENANCE12'-0"6X6 POST18" CONC.POST FTG.4'-0"1'-0"11'-6"12'-11"12'-11"18'-0"6X6 POST16" CONC.POST FTG.(2)7-1/4 Versa-Lam(3)11-7/8 Versa-Lam(2)9-1/2 Versa-Lam555UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
35'-0"12'-6"36'-6"5'-0"18'-0"
49'-0"
6'-4"7'-0"
24'-0"
11'-8"
25'-0"50'-0"19'-0"19'-6"11'-6"19'-6"13'-2"6'-4"6'-6"6'-8"9'-9"9'-9"5'-5 3/4"6'-0 1/4"REF.END PANEL10'-8"2'-6"3'-6"1'-11"18'-6"18'-0"5'-2"8'-4"6'-0"19'-6"11'-0"2'-0"12'-0"10'-0"4'-8"5'-4"4'-8"49'-0"4'-6"3'-10"1'-7 3/4"3'-10 3/4"4'-8 1/2"2-42-816x7 OVERHEAD DOOR8x7 OVERHEAD DOORFLOOR LINE ABOVEDROPPED BEAM12'-0 1/2"6'-3 1/2"8"2'-11"3'-5"6"6"18'-0"4'-6"5'-9"4'-0"4'-0"14'-2"2-03-02W 3060 SH3040 SH14" TRANSOM3060 SH3060 SH3060 SH2W 3060 SHDININGCPT.FAMILYROOMCPT.GARAGESLOPE TO DOORS4" CONC FLOOR715 SQ. FT.TYPICAL 2x6 GARAGE WALLSOWNERSENTRYHD-FLRFOYERHD-FLRPANTRYHD-FLR2-812" DROPPED SOFFIT 12" DROPPED SOFFITSTEPS14" MFD I-JOISTSINSTALL PER MFRS SPECSCANT.BEAMDROPPED BEAM8"WOOD PORCH16" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAMDN16RTPH 24" TOWEL BAR9'-8"3'-10"2-4BEDRM #6CPT.3/4BHD-FLR36" VAN.4-07'-2"4'-6"2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLFLUSH BEAMDROPPED BEAMWOOD RAILING6'-11 1/2"1ST FLOOR PLAN1/4"=1'-0"1337 SQ. FT.NOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 8'-0" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C3.0XRADONVENT PIPEON ALL WALLS & CEILINGGYP. BOARDNOTE: TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN22x30
ATTIC
ACCESS
10" FROM HOUSEDROP PLATES6'-4"3-4 x 8-0 OPG.2'-6 1/2"CPT.HD-FLR3'-6"114 SQ. FT.8'-7"50'-0"3'-1"1 1/2"CPT.UP15RUP1RVERSA-LAM COLUMN5-1/4" x 5-1/4"LAM COLUMN5-1/4" x 7" VERSA-6-1/2" BEARING REQ'D2X8 WALL34x48 FBGLSHOWERSURROUND10'-2"7'-10"DROPPED BEAM5'-4"2x6 BRNG WALL3'-9 1/2"DROPPED BEAM10" FROM HOUSEDROP PLATES2'-0"DRAWN: 10-2-2015-AWJORDAN-5470-A3.2PC#605: 10-23-2018-LLPC#564, 581,582: 12-17-2018-LLPC#597, 615, 622: 12-17-2018-LLDINETTEHD-FLR2-62-4HDR10'-0"4'-0"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWRGH.OPG. OF WINDOW6"WOOD STEPS5'-6"14" MFD I-JOISTSINSTALL PER MFRS SPECS 14" MFD I-JOISTSINSTALL PER MFRS SPECSKIT.HD-FLR24x60BASE7'-0"8'-0 1/2"3'-5" TOP34 1/2" A.F.F.2x4 WALLS FRAMED4'-4"5'-4" TOP 5'-10"5'-1" WALLMFD TRUSSES AT 24" O.C.11'-0"6'-11"4'-1"2'-6"6068 SGD W/6'-3"6'-3"3W 2020FX GASFP3'-1 1/2"3'-1 1/2"7'-0"5 1/2"INSIDE FRAMINGINSIDE FRAMING OUTSIDE FRAMING2'-0"FRAME SOFFIT AT 7'-6 1/8" FROMTOP SBFLR TO BTM FRAMINGRGH. OPN.42" X 40 1/8"DWOVENTIP OUT TRAY20 AMP.MICRO HOODCIRCUITCOOKTOPGAS TO OUTSIDEVENT MICROHOOD RECYCLINGCENTERLAZYSUSANSINK KITCHEN BACKSPLASH
PLAN OPTIONSGAS FIREPLACESIGNATURE KITCHEN18842 HOUSTON WAYPERMIT/CONST.PLANSLOT 15, BLK 3, CHOKECHERRY HILL 4TH ADD.STAIR RAILING6068 SGD W/ TRANS0.3136 1/4" X 48"0.310.3172 1/8" X 94"0.32WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138.25" X 83.25"FOYER0.2312W 3060 SHDINING ROOM1BEDROOM #62W 3060 SH1DINETTEFAMILY ROOM3060 SH1KITCHEN3040 SH130.3172 1/8" X 72"0.310.3172 1/8" X 72"0.310.3136 1/4" X 72"0.31FLEX/DINING RM10.310.30OPT 3W 2020 FX72" X 24"LAZY SUSANRECYCLING CENTERTIP OUT TRAYIRRIGATIONSYSTEMINSULATE3 CAR GARAGERISERS WITH GRADEVERIFY NUMBER OFNOTE:DN 4'-0"14'-0"1'-0"5'-0"LOW MAINTENANCEDECKING34" TO 38"MAINTENANCEDECKING5X6 BROWN TRTD. TIMBERSALUMINUMPOSTSALUMINUMRAILING SYSTEM1/2"=1'-0"LOW MAINTENANCE DECK STAIR DETAILSLOW(5) 2x10 STRINGERS12" O.C. MAX. SPACINGDECK14'-0" X 14'-0"CENTRAL VAC36" TALL14X14 DECK W/ STEPSDINING RM. WINDOWS425 BASE/325 CASING(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)14" Versa-Lam(2)24" Versa-Lam(2)14" Versa-Lam(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam444666555666PFHPFH35
11'-6"7'-0"5'-0"11'-6"
6'-4"11'-2"
35'-0"6'-0"41'-0"50'-0"13'-6"15'-2"50'-0"13'-6"5'-6"8'-2"10'-9 1/2"19'-0"12'-0 1/2"18'-11 1/2"25'-0"16'-0"
41'-0"
3'-0"13'-0"
2'-6"5'-6"4'-6"8'-6 1/2"3'-4 1/4"5'-9 1/2"5'-6"8'-0"6'-6"7'-0"2'-7"2'-11"6'-0 1/4"6'-0 1/4"7'-9 1/2"3'-0"7'-0"6'-6"7'-8"7'-6"2ND FLOOR PLAN1/4"=1'-0"1580 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6'-10 1/2" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR2-62-611'-6 3/4"3'-4"2'-2"LINEN2W 3050 SH2W 3050 SH3050 SH2W 3050 SH2040 SHTEMP GL2'-3"8'-11"DN16R2-62-02-6BEDRM #2CPT.BEDRM #3CPT.BEDRM #4CPT.W.I.C.CPT.GIRDER TRUSSW/ WOOD CAP42" HIGH HALF WALLThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C4.0XDRAWN: 10-2-2015-AWJORDAN-5470-A3.2PC#605: 10-23-2018-LLPC#564, 581,582: 12-17-2018-LLPC#597, 615, 622: 12-17-2018-LL3040 SHTEMP GLGAMEROOMCPT.3050 SH36'-6"10'-0"3'-8 3/4"
24" TOWEL BAR
72"14'-2"7'-2"7'-1"7'-1"2-48'-4 1/4"2W 3050 SH2-42-4OWNERSBEDRMCPT.W.I.C.CPT.OWNERSBATHHD-FLR2-8WASHDRY135013502-47'-6"4'-0"3'-6"2-4W.I.C.CPT.W.I.C.CPT.W.I.C.CPT.2-4INSIDE FRAMING2-42x6 WALLRADONVENT PIPE2-47'-6"3'-8"3'-6"2x6 WALLTPH
18'-0"TEMPNOTES:ALL TOE LEDGES AND SEATSARE 18" OFF THE SUBFLOORBTILE REDI NICHE MODEL#1620D-B1R.O. 14-1/2" (w) X 18-1/2" (h)AIT IS CRITICAL THAT CENTER OFNICHE IS CENTER OF SHOWERNICHE THAT IS ABOVE CONTROLVALVE IS 4'-9" OFF SUBFLOORTOE LEDGES ARE MODEL BT-17BY BETTER BENCH SYSTEMSDSEE FLOOR PLAN FOR LOCATIONOF THE SHOWER NICHES.MIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADC5-0 FBGLTUB/SHWR22x30ATTICACCESS4'-9" ABOVE SUBFLOOR
SHAMPOONICHEPRE-MFR'DR.O. = 14 1/2"R.O.= 18 1/2"
CENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR
OWNERS BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'34X60 FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE
TO BOTTOM OF NICHE
SEATS & TOE LEDGES
10-3/4"36"VALVE17-3/16" @ 36" SHWRMFD TRUSSES AT 24" O.C.
MFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.24" TOWEL BARLINEN18"BATH #2HD-FLRTPH2-4LAUNDHD-FLR6'-6"7'-0"WIS.W/ 36" GLASS PANEL2x4 WALL, 48" HIGHW/ CT SURROUND34x60 FBGL BASE42x60FBGL TUBPROVIDEACCESS6" SPLASH3'-8"
NICHE
TOELEDGEWINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#2W 3050 SH1W.I.C.1BEDRM #4GAME ROOM12W 3050 SH2W 3050 SHOWNERS BR13040 SHOWNERS BATH12W 3050 SH1BEDRM #31BEDRM #2OWNERS BATH3050 SH3050 SH0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.312040 SH0.3124" X 48"0.311PLAN OPTIONSTILED SHOWER SURROUND18842 HOUSTON WAYPERMIT/CONST.PLANSLOT 15, BLK 3, CHOKECHERRY HILL 4TH ADD.DOOR IN BATH #2PANICPAN425 BASE/325 CASING(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam44444444443355-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
ELECTRICAL PLANSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLESDSGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEBASEMENTWPSUMPA/C1/4"=1'-0"FUTURE BEDRMFUTUREW.I.C.FUTUREFAMILY RMUNFINISHEDSTORAGE / MECH.R/I3/4BUNEXCAVATEDThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C5.0XDRAWN: 10-2-2015-AWJORDAN-5470-A3.2PC#605: 10-23-2018-LLPC#564, 581,582: 12-17-2018-LLPC#597, 615, 622: 12-17-2018-LLACHVWHF.D.PORCH ABOVEWET BAR RGH-INSMART HOMESYSTEM RECEPTACLELOW VOLTAGESYSTEM RECEPTACLESWPWSPLAN OPTIONSWALKOUT BASEMENTRGH. IN WET BAR18842 HOUSTON WAYPERMIT/CONST.PLANSLOT 15, BLK 3, CHOKECHERRY HILL 4TH ADD.WATER SOFTENER20 AMP GFI RECEPTICLEGFI20 AMP GFI CIRCUITON ADD 60 AMP SUB PANEL60 AMPSUBPANEL60 AMP SUBPANELAUTOMATIC 2-ZONE HEAT
ELECTRICAL PLAN1/4"=1'-0"BEDRM #2SS
SS
SDSSS S SWPSSSS SSWPGFI TSSELECTRICAL PLAN1/4"=1'-0"SOWNERSBEDRMROUGH-INCEILING FANS
S
GFIGFI
S
SSSFANS
S
SS1ST FLOOR2ND FLOORSPRINKLERSYSTEMRECEPTACLEUSBC/DC/DSD/CMDSDSDBEDRM #3BEDRM #4W.I.C.W.I.C.OWNERSBATHW.I.C.W.I.C.W.I.C.SD/CMDS
S SDDININGFAMILYROOMGARAGEOWNERSENTRYFOYERPANTRYKIT.WOOD PORCHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C6.0XDINETTESSLSFANFANSDSSGFI
BEDRM #63/4BFANLSD/CMDSLDRAWN: 10-2-2015-AWJORDAN-5470-A3.2PC#605: 10-23-2018-LLPC#564, 581,582: 12-17-2018-LLPC#597, 615, 622: 12-17-2018-LLGAME ROOMLLLLBATH #2GFIS
GFI
S LLLLCHIMESHCPSSSSS2nd SMARTHOME RECEPT.DDDDLLLLLLLLLLLLLLLIGHT FIXTURE SCHEDULEDOME LIGHTLED DISC LIGHTRECESSED FIXTLRPEND.PENDANT LIGHTSWALL FIXTURESCEILING LIGHTDIRRIGATIONSYSTEMSGFI20 AMP TECH TUBETO OUTSIDEVENT MICROHOOD PHDISP.SSLSLLLLSSLSPEND.PEND.7'-6 1/2"3'-0"7'-7 1/2"CL4'-0"4'-7 1/2"LLSIN CEILINGFOR FUTURE HEATERINCLUDES OUTLET &THERMOSTAT WIRINGGAS LINEC/DCABLE/DATA INSTALLED AT 7'-0"DROUGH-INCEILING FANSINSTALL AT 3'-6"6" UCL 6" UCL 24" UCL 24" UCL24" UCL24" UCL24" UCLSPLAN OPTIONS18842 HOUSTON WAYPERMIT/CONST.PLANSLOT 15, BLK 3, CHOKECHERRY HILL 4TH ADD.GAS FIREPLACE@ 5'-0"ROUGH-INCEILING FANROUGH-INCEILING FANROUGH-INCEILING FANROUGH-INCEILING FANS
S
S
SC/DDDATA AND OUTLET TOSPKRSPKRSPKRINSTALL ABOVE DOORSPKRINSTALL AT 7'-0"SPKRINSTALL AT 7'-0"FAMILY RM. LIGHTINGSTAIR RAILING LIGHTINGSIGNATURE KITCHEN KIT. PENDANT LIGHTINGDINETTE LIGHTINGUNDER CABINET LIGHTINGCENTRAL VAC SYSTEM5.1 HOME THEATER 20 AMP GFI CIRCUITRGH. IN CEILING FAN IN ALL BED RM. GAS LINE TO GARAGEIRRIGATION SYSTEM2 ZONE
VACPOWER UNITCENTRALCONDUIT FORFUTURE STRUCTUREDWIRING (FROM ATTIC)T2 ZONE WIS.BE INSIDE LAUNDRYABOVE DOORHEIGHTINSTALL ABOVE DOORHEIGHTINSTALL ABOVE DOORHEIGHTA/V MAINSBWFRRGH-IN
7.0XDRAWN: 10-2-2015-AWJORDAN-5470-A3.2PC#605: 10-23-2018-LLPC#564, 581,582: 12-17-2018-LLPC#597, 615, 622: 12-17-2018-LLThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C1/4"=1'-0"CROSS SECTION C-C9'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORSLOPE TO DOORSW.I.C.GARAGE24'-0"1/4"=1'-0"CROSS SECTION A-A25'-0"OWNERSENTRY4" CONC. FLOORBEDRMOWNERSBEDROOM #69'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORDININGPANTRYKITCHENW.I.C.BATH #2BEDRM #3BEDRM #2DROP PLATES 10"AT 2-CAR PORTION OF GARAGE10"
9'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR14" MFD I-JOISTSSLOPE TO DOORSW.I.C.GARAGE22'-0"23'-0"1/4"=1'-0"CROSS SECTION B-B5'-0"41'-0"BEDRM #44" CONC. FLOORROOMGAMEROOMFAMILY18'-0"35'-0"1/4"=1'-0"LONGITUDINAL SECTION D-D8'-2 7/16"20'-0"4127'-4 7/16"18" MFD FLOOR TRUSSES1'-0"1245 7/16"18'-0"4'-0"MFD TRUSS1'-0"1267 7/16"6'-0"35'-0"14" MFD I-JOISTS18" MFD FLOOR TRUSSESMFD TRUSS1'-0"1267 7/16"1'-0"1267 7/16"16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"41'-5"6 3/16"DROPPED BEAM5'-4"6'-0"6 1/4"18" MFD FLOOR TRUSSES14" MFD I-JOISTSDROPPED BEAM12MFD TRUSS1'-0"1267 7/16"MFD TRUSS1'-0"1267 7/16"2x8 JOISTS5/4" DECKING(2) 2x8DROPPED BEAMPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 10" THICKPOURED CONC. WALLCONC. SIDEWALKTOP OF THRESHOLDTO TOP OF JOIST6-1/4" FROM8"5'-4"CANT.JOISTS9'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POURED3 1/2" CONC. FLOORKITCHENOWNERSBATHOWNERSENTRYW.I.C.BATH #2W.I.C.HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM4) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATAFLAT FRAME FORLIGHTING FIXTURE1'-0"18" MFD FLOOR TRUSSES14" MFD I-JOISTS6'-8"
MIN HEADROOM
6'-8"
MIN HEADROOM 14" DROPPED BEAMRIPPED RIM BOARD9'-11 3/8"
10"
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C8.0XDRAWN: 10-2-2015-AWJORDAN-5470-A3.2PC#605: 10-23-2018-LLPC#564, 581,582: 12-17-2018-LLPC#597, 615, 622: 12-17-2018-LLATTIC VENTILATIONHOUSE: 1633 SQ. FT.391.92 NET FREE VENT NEEDED AT RIDGE50' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 900 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA50% TO 80% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806391.92 NET FREE VENT NEEDED AT SOFFITGARAGE: 506 SQ. FT.121.44 NET FREE VENT NEEDED AT RIDGE14' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 252 PROVIDEDFULLY VENTED SOFFITS121.44 NET FREE VENT NEEDED AT SOFFIT9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR18" MFD FLOOR TRUSSES14" MFD I-JOISTSGARAGE4" CONC. FLOOR1/4"=1'-0"LONGITUDINAL SECTION E-E30'-6"BEDRM #31'-0"81211'-6 1/2"18'-11 1/2"19'-6"FOYERDININGBEDRM #4DROP PLATES 10"AT 2-CAR PORTION OF GARAGE10"
9 7/16"
HEEL W.I.C.9'-11 3/8"3/4" RIGID INSUL.MIN. R-30 BATT. INSUL.GARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.DROPPED BEAM SEE LP OR2-PLY 24" VERSALAM BEAM10"14" MFD I-JOISTS2'-0"
1'-2"(BOISE-EWP ONLY)BOISE PLANS FOR SIZETYPICAL WALL SECTION1/2"=1'-0"9'-1 1/8"TRUSSES PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESAIR
CH
U
T
ES
APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806EXT. SPRAY-ON WATERPROOFINGWATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN.
HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)W/ VAPOR BARR.5/8" GYP. BD.APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEFINISHED GRADEWILL VARYJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE(IF REQUIRED PER FOUNDATIONEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPCALCULATIONS, R402.2.8.A)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)W/ R-10 DRAINAGE BOARDROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACELIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12"
4"4" DIA. HOLE14"
TO TOP OF
STONE VENEER
1"=1'-0"WALL DETAILLOOKOUT FINISH2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/2"=1'-0"FLOOR DETAILDENSE PACK FIBERGLASS3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPNETR-30 SPRAY FOAM INSUL.4.34" AROUND DUCTWORK(R-6.9 PER INCH)BLOWN-IN INSULATION1" CLOSED-CELLSPRAY FOAM5/8" GYP. BD.
ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 12' 0" 2B2 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 3B3 2 Beam by others 6' 0" 1B4 2 Beam by others 4' 0" 1Pt1 1 3-1/2" x 5-1/2" VERSA-LAM® 1.8 2750 SP 8' 0" 1Pt2 1 Post by others 8' 0" 1OPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLSTAIRWAYUNEXCAVATEDFLOOR TRUSSESBY OTHERSPORCH FRAMINGBY OTHERSPt2Pt1B4B2B1B4B3B34' 0" 10' 0" 35' 0" 49' 0" 24' 0" 25' 0" 19' 0"11' 6"19' 6"50' 0"4' 6"12' 0" 11' 0"19' 6"2' 0" ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 2 Beam by others 6' 0" 1B2B1B250' 0"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 1 Beam by others 8' 0" 1B3 1 Beam by others 4' 0" 1B2B1B350' 0"Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5470-A3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.5-9-16AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5470-A3-GRD.R. HORTONMAIN FLOOR FRAMINGDESIGN = L/480BASE MODELMAIN FLOOR FRAMINGWALKOUT OPTIONLOOKOUT OPTIONDETAIL N/A
ProductsPlotID Net Qty ProductLength PliesJ1 11 14" BCI® 4500s-1.8 36' 0" 1J2 10 14" BCI® 4500s-1.8 26' 0" 1J3 10 14" BCI® 4500s-1.8 18' 0" 1J4 11 14" BCI® 4500s-1.8 12' 0" 1J5 2 14" BCI® 4500s-1.8 8' 0" 1B1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 20' 0" 2B2 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B3 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B4 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 2B5 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 12' 0" 2B6 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 10' 0" 2B7 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1B8 2 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP 18' 0" 2B9 3 Beam by others 8' 0" 1B10 1 Beam by others 6' 0" 1B11 7 Beam by others 4' 0" 1Ca1 16 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Bk1 1 14" BCI® 4500s-1.8 11' 0" 1Pt1 1 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 10' 0" 1Pt2 1 5-1/4" x 7" VERSA-LAM® 1.8 2750 SP 12' 0" 1Pt3 2 Post by others 8' 0" 1Connector SummaryPlotID Qty Manuf ProductH1 18 USP THF17140H2 1 USP HD412IFSTAIRWAYPORCHGARAGESTART FRAMING HEREJOISTS @ 19.2" OCSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSTART FRAMING HEREFOR JOISTS OVERGARAGE @ 19.2" OCSINGLETRIMMERSPt1Pt2Pt3Pt3B4B3B9B11B11B2B11B11B11B2B11B11B9B9B7B6B7B10B5B8B1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1H2J1J3J5J2J4Bk1H1H1H14' 0" 10' 0" 35' 0" 49' 0" 24' 0" 25' 0" 19' 0"11' 6"19' 6"50' 0"1' 0" ProductsPlotID Net Qty Product Length PliesB1 1 Beam by others 4' 0" 1EXISTINGPANTRYHEADERSINGLETRIMMERSB135' 0" 49' 0" Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5470-A3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.6-7-17AE4-3-17AE11-2-15AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5470-A3-GRD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480BASE MODELUPPER FLOOR FRAMINGDETAIL N/AOPTIONAL PANTRY
ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 1 Girder Truss by others 12' 0" 1B3 2 Beam by others 8' 0" 1B4 4 Beam by others 4' 0" 1PORCH ROOFGARAGE ROOFSTAIRWAYSINGLETRIMMERSSINGLETRIMMERSB1B4B3B4B4B3B1B4B26' 0" 35' 0" 41' 0" 16' 0" 25' 0" 19' 0"12' 0"19' 0"50' 0"Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5470-A3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.Revisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5470-A3-GRD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360BASE MODELUPPER FLOOR HEADERSDETAIL N/A
%12;4+)*6*#0510)4172..%&GUETKRVKQP(GDTWCT[2TQLGEV0WODGT &CVG 55JGGVU QH2TKPV0COG 5KIPGF .KEGPUG0WODGT 4[CP/CEMÄÄ&CVG +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC&4*QTVQP-GPDTKFIG%QWTV.CMGXKNNG/0Ä#Ä)4/QFGN/KPPGUQVC%QPUVTWEVKQP-KNOGT.CPG05WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQOZ$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*0#+.'#%*,1+56616122.#6'Y
F61'0#+.50#+.$1661/2.#6'61$.1%-+0)Y
F0#+.5'8'4;+06'4+14$'#4+0)9#..+06'4+14010Ä$'#4+0)9#..2418+&'(7..&'26*$.1%-+0)$'69''0,1+5650#+.'&616122.#6'5Y
F0#+.5'#%*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.#6'5YF61'0#+.5"1%2418+&',1+56&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YF61'0#+.5"1%6*+55*''654'24'5'065#%1/2.'6'&'5+)01(6*'³/#+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.#;1760#+.'#%*64755616122.#6'Y
F61'0#+.50#+.$1661/2.#6'61$.1%-+0)Y
F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*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.#6'5YF61'0#+.5"1%411(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#..411(64755(#56'0'&612.#6'5YF61'0#+.5"1%0#+.4+/6122.#6'5YF61'0#+.5"1%0#+.$1661/2.#6'614+/,1+56$.1%-+0)Y
F0#+.5'8'4;0#+..#&&'464755616122.#6'5YF0#+.5"1%0#+.$1661/2.#6'61.#&&'464755Y
F0#+.5'8'4;411(64755'5(#56'0'&612.#6'5Y
F61'0#+.5 5+/2510*%.+2Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*0#+.'#%*,1+56616122.#6'5Y
F61'0#+.50#+.$1661/2.#6'614+/,1+56$.1%-+0)Y
F0#+.5'8'4;0#+.'#%*64755616122.#6'5Y
F61'0#+.50#+.$1661/2.#6'614+$$10$4#%'64755Y
F0#+.5'8'4;(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':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&+%#6'5'0)+0''4'&9+0&4'5+56+0)'.'/'06561$'%105647%6'7*190+06*'&'6#+.5*''65
/+0.'0)6*
/+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* 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+104Ä5($#Z567&552#%'&"1%$/+09#..5*'#6*+0) (+$'4$1#4&5*'#6*+0)Y)#.8#0+<'&411(0#+.514F0#+.514)#7)'56#2.'5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465016'&15$':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä952#Z567&552#%'&"1%$':6'4+145*'#6*+0) /+05647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)%#/+0+/7/Ä+0%*911&5647%674#.2#0'.%140'44'67405*#..$'2418+&'$16*'0&51(#%106+07175.;Ä5*'#6*'&$4#%'&9#...+0'+0#%%14�%'9+6*(+)74'4+0.+'71(6*'%140'44'6740#6+'Ä&190&'8+%'9+6*#/+0+/7/72.+(6&'5+)08#.7'1(2170&5
5+/2510.56#/56%14'37+8#.'06 5*#..$'(#56'0'&616*'%140'4567�&616*'(170+10
5+/2510.66.66$*6614'37+8#.'06 14(4#/+0)$'.19+0#%%14�%'9+6*(+)74'4#..+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#..$1#4&5%4'95"1%/#:
/+0+/7/567&2'0'64#6+10 #..(.1145#4'61$'+0%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##(.114(4#/+0)52#%'#/#:+/7/1(1%$(.1145*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465#..411(5#4'61$'+0%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##411((4#/+0)52#%'#/#:+/7/1(1%$(#56'0#..411((4#/+0)616122.#6'59+6*5+/2510*%.+2514'37+8#.'06#0&
F61'0#+.5%411(5*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#.10).'0)6*1(9#..5.#29#..6122.#6'5#/+0+/7/1(#0&(#56'061)'6*'49+6*
F0#+.5+0.#2<10'#6%140'45#0&+06'45'%6+105.#22.#6'5#0&2418+&'
F(#%'0#+.5%100'%6+10501652'%+(+%#..;016''61$'+0#%%14�%'9+6*+4%6#$.'4
#%%'26#$.'#6%140'4564#2.1%#6+10561*#8'691(7..*'+)*6567&514+'06'&+0'+6*'4&+4'%6+10(#56'0'&61)'6*'4YFZ.10)0#+.5"10Ä%'06'4%#.+(140+#%140'451464#&+6+10#.%140'45#4'#%%'26#$.'2418+&'&(7..*'+)*65#90$.1%-+0)567&+5&+4'%6.;$'*+0&(.#62146+101(567&5(#56'0'&61)'6*'4+0#5+/+.#4(#5*+10/#6'4+#.59#..567&5
14.'55 52(567&)4#&'14$'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$'66'4Y,1+565Y64755'5Y,1+565Y64755'5Y,1+565Y64755'5Y,1+565Y64755'5.1#&5411(5019.1#& Ä25(411(&'#&.1#& 25((.114.+8'.1#& 25((.114&'#&.1#& 25(9+0&.1#& /2*':2$%1&'/+00'516#4'5+&'06+#.%1&'2.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)0&CVG4GXKUKQP2#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.;#$18'10.;#22.;61.11-176(170+105/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0%105647%62146#.(4#/'#55*190+0515$
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6 $4#%'&
9#...+0'
$4#%'&
9#...+0'
$4#%'&
9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6 $4#%'&
9#...+0'
$4#%'&
9#...+0'
$4#%'&
9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'
Ä(6
Ä(6
Ä(6 $4#%'&9#...+0'
Ä(6
Ä(6
Ä(6 $4#%'&9#...+0'ÄÄ01661':%''&Ä(#56'06122.#6'61*'#&'4Y
4195F5+0-'40#+.5"1%
Z$'#4+0)567&
Z(7..*'+)*6567&'#%*'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0Ä(41/%'06'41(9#..*'+)*6#54'3&
Z51.+&$.1%-+0)4'37+4'A*'#6*+0),1+06
Z$'#4+0)567&5/+0
8'4+(;Y5722.+'4 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%Ä5(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.%106+07175.8.*'#&'46157221468'46+%#..1#&5$;5722.+'4
/+09+&6* /+0&'26*4'3& 2418+&'Z+0(+..9#..#$18'*'#&'4#54'3&.#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$4#%'&9#..2#0'.52156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5+/25106+6'0*&41&%172.'4Y'/$'&+061%10%4'6'6*4'#&'&41&Y076 9#5*'4#6*1.&190'0&5+/2510*66*1.&190#0%*140#+.'&61&17$.'567&5(.1145;56'/%10%4'6'(170+10$'.19#.6'40#6'*1.&190#.6'40#6'4#+5'&*1.&190%10%4'6'(170+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*1900#+.'&61&17$.'567&5YZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*14+061%10%4'6'
5470
HVAC Load Calculations
for
D.R. Horton
Lakeville
Prepared By:
Kris Long
Silver Tree Plumbing & Heating
3185 Terminal Dr., Suite 200
Eagan, MN 55122
651-900-7054
Tuesday, July 24, 2018
Rhvac is an ACCA approved Manual J and Manual D 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.
Silver Tree Plumbing & Heating 5470
Eagan, MN 55121 Page 2
Project Report
General Project Information
Project Title:5470
Designed By:Kris Long
Project Date:3/15/2017
Project Comment:
Client Name:D.R. Horton
Client City:Lakeville
Company Name:Silver Tree Plumbing & Heating
Company Representative:Kris Long
Company Address:3185 Terminal Dr., Suite 200
Company City:Eagan, MN 55122
Company Phone:651-900-7054
Company E-Mail Address:krisl@silvertreepandh.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces East
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 -15.33 n/a 30%72 33.90
Summer:88 73 50%50%72 42
Check Figures
Total Building Supply CFM:1,316 CFM Per Square ft.:0.297
Square ft. of Room Area:4,426 Square ft. Per Ton:1,473
Volume (ft³):36,831
Building Loads
Total Heating Required Including Ventilation Air:57,560 Btuh 57.560 MBH
Total Sensible Gain:29,104 Btuh 81 %
Total Latent Gain:6,956 Btuh 19 %
Total Cooling Required Including Ventilation Air:36,060 Btuh 3.00 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D 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.
Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5470
Eagan, MN 55121 Page 3
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 3.00 1,473 4,426 29,104 6,956 36,060 57,560 687 1,316 1,316
System 1 3.00 1,473 4,426 29,104 6,956 36,060 57,560 687 1,316 1,316 13x18
Ventilation 1,014 4,946 5,961 6,184
Supply Duct Latent 106 106
Return Duct 9 20 29 49
Humidification 7,456
Zone 1 4,426 28,081 1,883 29,964 43,871 687 1,316 1,316 13x18
1-Basement 1,423 5,197 0 5,197 12,594 197 243 243 2--7
2-Main Floor 1,423 12,145 1,283 13,428 14,734 231 569 569 5--6
3-Upper Level 1,580 10,738 600 11,338 16,542 259 503 503 5--6
Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5470
Eagan, MN 55121 Page 4
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-Basement Built-In 450 750 0.01 0.1 455.5 197 243 243 2--7
2-Main Floor Built-In 450 750 0.01 0.1 579.6 231 569 569 5--6
3-Upper Level Built-In 450 750 0.01 0.1 512.4 259 503 503 5--6
Other Ducts in System 1
Supply Main Trunk Built-In 650 900 0.003 0.1 809.6 687 1,316 1,316 13x18
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:687
Cooling Flow:1316
Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5470
Eagan, MN 55121 Page 5
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER
GRADE, ground reflectance = 0.23, indoor insect
screen with 100% coverage, u-value 0.32, SHGC
0.32
439 12,227 0 10,405 10,405
11J: Door-Metal - Fiberglass Core 37.8 1,972 0 612 612
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
3041.2 17,198 0 3,223 3,223
15B0-10sf-8: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 8' floor depth
768 3,340 0 0 0
15B0-10sf-4: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 4' floor depth
96 452 0 0 0
RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20
SPRAY FOAM
467.4 2,032 0 480 480
R49 Attic: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, R49 Attic
1580 2,749 0 2,244 2,244
21A-28: 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 28' wide
1423 2,724 0 0 0
20P-30: Floor-Over open crawl space or garage, Passive,
R-30 blanket insulation, any cover
219 667 0 84 84
Subtotals for structure:43,361 0 17,048 17,048
People:6 1,200 1,380 2,580
Equipment:683 3,430 4,113
Lighting:600 2,046 2,046
Ductwork:559 126 131 258
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 180, Summer CFM: 180 6,184 4,946 1,014 5,961
Humidification (Winter) 20.33 gal/day :7,456 0 0 0
AED Excursion:0 0 4,054 4,054
Total Building Load Totals:57,560 6,956 29,104 36,060
Check Figures
Total Building Supply CFM:1,316 CFM Per Square ft.:0.297
Square ft. of Room Area:4,426 Square ft. Per Ton:1,473
Volume (ft³):36,831
Building Loads
Total Heating Required Including Ventilation Air:57,560 Btuh 57.560 MBH
Total Sensible Gain:29,104 Btuh 81 %
Total Latent Gain:6,956 Btuh 19 %
Total Cooling Required Including Ventilation Air:36,060 Btuh 3.00 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D 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.
Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5470
Eagan, MN 55121 Page 6
Building Rotation Report
All rotation degree values in this report are clockwise with respect to the project's original orientation.
Building orientation as entered (zero degrees rotation): Front door faces East
Individual Rooms
Rm.
No.
Room
Name
0°
Rot.
CFM
45°
Rot.
CFM
90°
Rot.
CFM
135°
Rot.
CFM
180°
Rot.
CFM
225°
Rot.
CFM
270°
Rot.
CFM
315°
Rot.
CFM
High
Duct
Size
System 1:
Zone 1:
1 Basement *243 188 112 172 208 193 159 230 2--7
2 Main Floor *569 538 404 502 487 457 414 533 5--6
3 Upper Level 503 472 370 425 430 419 379 *507 5--6
* Indicates highest CFM of all rotations.
Whole Building
Rotation
Degrees
Front door
Faces
Supply
CFM
Sensible
Gain
Latent
Gain
Net
Tons
0°East *1,316 *29,104 6,956 *3.00
45°Southeast 1,197 26,580 6,956 2.79
90°South 887 19,949 *6,956 2.24
135°Southwest 1,099 24,488 6,956 2.62
180°West 1,126 25,050 6,956 2.67
225°Northwest 1,069 23,847 6,956 2.57
270°North 952 21,342 6,955 2.36
315°Northeast 1,270 28,139 6,956 2.92
* Indicates highest value of all rotations.
2.2
2.4
2.6
2.8
3.0
East Southeast South Southwest West Northwest North NortheastCooling TonsDirection Front door Faces
Building Rotation Tonnage
Building Net Tonnage
Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5470
Eagan, MN 55121 Page 7
Building Rotation Report (cont'd)
25,000
26,000
27,000
28,000
29,000
30,000
31,000
32,000
33,000
34,000
35,000
36,000
37,000
38,000
39,000
40,000
41,000
42,000
43,000
44,000
8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day
Building Rotation Hourly Net Gain
Front door faces East
Front door faces Southeast
Front door faces South
Front door faces Southwest
Front door faces West
Front door faces Northwest
Front door faces North
Front door faces Northeast
Z:\New Construction Bids\DRHORTON\5470\DR Horton 5470.rh9 Tuesday, July 24, 2018, 12:29 PM
Date Certificate Posted
x Passive (No Fan)
Active (With fan and monometer or
other system monitoring device)
Location (or future Location) of Fan:
X
R-10/R15 X
XR-20 XR-20 X
R-21 X
R-49 XR-49 XR-30 XR-32 X X
Not applicable, all ducts located in conditioned space
R-8
MECHANICAL SYSTEMS
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:80000 Capacity in
Gallons:Other, describe:
AFUE or HSPF%92%
Cfm's " round duct OR
" metal duct
Not required per mech. code
X Passive
Low: Other, describe:
X Low:
Cfm's
Capacity continuous ventilation rate in cfms:4 " round duct OR
Total ventilation (intermittent + continuous) rate in cfms: " metal duct
Chokecherry Hill 4th - Lakeville
Plan ID
5470 South
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (Foundation)
Community
RADON SYSTEM
Interior
THERMAL ENVELOPE
Either/OR, See Plans For Location
Other Please Describe Here
Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply
Non or Not ApplicableFiberglass, BlownFiberglass, Batts Insulation Location
Foam, Closed CellFoam Open CellPer R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
DRHorton
MN License Number
BC605657
Mailing Address of the Dwelling or Dwelling Unit
18842 Houston Way
180
Interior
Bryant
Domestic Water Heater Heating System
NAT GAS
Bryant
912SB48080S17
Average U-Factor (excludes skylights and one door) U: 0.31
Heating or Cooling Ducts Outside Conditioned Spaces
Bonus room over garage
Describe other insulated areas
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Location of duct or system:
Ceiling, vaulted
Bay Windows or cantilevered areas
Rim Joist (1st Floor+)
Wall Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances
Model
R-value0.30
PROG5042NRH67PV BA13NA036
Rheem
Make-up Air Select a Type
Building Envelope air Tightness:Duct system air tightness:
Ceiling, flat
Manufacturer
90
60%=105 100%=200
NAT GAS R-410A
Cooling System
Rating or Size
SEER or EER
50 Output in
Tons:3
Efficiency
RESIDENTIAL LOAD CALC
13
Locations of Fans, describe:
HEAT LOSS
60,344
HEAT GAIN
22,377
COOLING LOAD
28,816
Location of duct or system:
Select Type
furnace room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace
Combustion Air Select a Type
Balanced Ventilation Capacity in CFMS:
High:
High:
Mechanical Ventilation System
______202208/06/19XKP