HomeMy WebLinkAboutLA166951 8687 189th St W 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:
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. 2016C1.0XROOF PLAN1/8"=1'-0"HARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4"
.96"3-1/2"SHEATHINGHDBD TRIM
1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIMAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM8:128:123:126:126:126:126:1228' RIDGE VENT4' RIDGE VENTAAAABBBBCCCCDDDD1'-4"1'-0"2'-0"1'-4"1'-0"1'-4"1'-0"1'-4"1'-0"1'-4"1'-4"10' RIDGE VENT 8:128:122'-8"1'-2"4'-0"4'-0"4'-0"REFSIDING LEGENDALAP SIDING "B"LAP SIDING "A"PRODUCTCBD5" TRIMNOT USEDDRAWN: 12-9-2016-AWWINSTON D402-B-GL-LOPERMIT/CONSTRUCT: 1-28-2019-LLWALNUT OVERHEAD GARAGE DOORXXXXXADDRESS NUMBERFNORTHERN CRAFTSMANICE & WATERALUMINUM FLASHINGBEHIND STOOP1x6 1/4"128FALSE CORNER
FALSED CORNERF 6:12 PITCH3:12 PITCH1'-0"1'-4"10 1/8"
HEEL (TYPICAL)BKT11x20FYPONAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDDDF6:12 PITCH1'-0"4'-6"
4" TRIM
4" TRIM
6" TRIM6" TRIM1-1/2"1"EPLANSLOT 14, BLK 5, CHOKECHERRY HILL 4th. ADD.8687 189th STREET WESTCONSTRUCTIONPERMIT/REAR ELEVATION1/8"=1'-0"1x42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEAA6:12 PITCHLOOKOUTMAINTAIN 6" MIN SEPARATION WOOD to EARTHMAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BELEFT ELEVATION1/8"=1'-0"A7 7/16" HEEL1'-4"7 7/16" HEEL1'-4"7 7/16" HEEL1'-4"AARIGHT ELEVATION1/8"=1'-0"LOOKOUTLOOKOUT1261265 7/16" HEEL2'-0"1237 7/16" HEEL1'-4"1268:12 PITCH8:12 PITCH2'-8"1238:12 PITCH8:12 PITCH9 1/8" HEEL ASPHALT SHINGLESFLASH OVER ALL EXT OPGS6:12 PITCH12812840% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2FFSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode02/13/2019dmathews
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. 2016C2XDRAWN: 12-9-2016-AWWINSTON D402-B-GL-LOPERMIT/CONSTRUCT: 1-28-2019-LLUP16R6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE34x48 FBGLSHWR36"TPH
2-82-8ACFDWHHV39'-0"10'-0"49'-0"12'-2"11'-2"6'-4"11'-0"3'-8"R/I3/4B59 SQ. FT.BEDRM145 SQ. FT.FUTURE11'-11"7'-1"15'-0"
40'-0"21'-0"2'-0"17'-0"6"10'-0"21'-0"2'-4 1/2"2'-4 1/2"7 1/2"1'-1 1/2"8'-3"16'-3"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADEDRAIN TILESLEEVE
DRAIN TILESLEEVE8'-3" M.O.16'-3" M.O.FUTUREFAMILY RM395 SQ. FT.STORAGE / MECH.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSA/CSILL COCK3'-0"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6'-0"16'-6"
22'-6"
1'-0 1/2"
15'-5 1/2"10'-4 1/2"10'-1"3'-11 1/2"14'-6 1/2"3'-6 1/2"3'-6 1/2"2x4 BEARING WALL2x4 STUDS AT 16" O.C.4" HALF HIGH CONC. CURB14x8 CONC. FTG.2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB16x8 CONC. FTG.2x6 BEARING WALL18" MFD FLOOR TRUSSES
INSTALL PER MFRS SPECS
16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOMUNEXCAVATED2-8NOTE: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"6'-9"13'-3"9'-6"9'-6"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH5036 SLIDER5036 SLIDER5036 SLIDER1/2"=1'-0"PORCH SKIRT DETAIL1/2"=1'-0"FRONT PORCH LEDGER SECTION1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACKETON WOOD BLOCKING6 1/4"7 1/4"6 3/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST6-1/4" 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 WASHERUSP 1/2" DIAM LAG SCREWMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS(GALV. OR STAINLESS STEEL)SUMP2'-6"5-03'-8"7'-6"3'-8"2'-8"2-424" TOWEL BARRADONVENT PIPE(2) 2x8 DROPPED BEAMCANT. JOISTSPOURED CONC. WALL18"x8" CONC. FTG.10" THICKMIN. 3'-6" BELOW GRADE6'-6"4'-8"10"
40'-0"
6'-0"
5'-4"8"49'-0"18'-0"11'-0"6'-4"8"CANT.BEAM6x6 TREATED POSTS16" CONC. PIER FTG.MIN. 3'-6" BELOW GRADETREATED 2x8's
16" ON CENTER
CANT. JOISTS(3) 2x8 DROPPED BEAM898 SQ. FT.CONC. PAD FTG.36x36x12POINT LOAD FROM ABOVECONC. PAD FTG.36x36x12POINT LOAD FROM ABOVEWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.322FOUNDATION INSULATIONFRONT FOUNDATION WALL:-18 SQ FT/55.5 LIN FT= 0.32 RATIOR-10REAR FOUNDATION WALL:-20 SQ FT/39 LIN FT= 0.51 RATIOLEFT SIDE FOUND. WALL:-57-74 SQ FT/34 LIN FT= 1.68 RATIORIGHT SIDE FOUND. WALL:-48-54 SQ FT/17.5 LIN FT= 2.74 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10 R-15REQUIREMENTS - D402R-15BRACINGFOUND.SYSTEM4'-0"
MAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.FBSBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.FULL/LO ONLYFBS1/2"=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 TRUSSPERMIT/PLANS8687 89th STREET WESTCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENT--(2)7-1/4 Versa-Lam444UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(3)2x10 #2 minimum,(3)2x8 #1 ok.
PED.TPH24" TOWEL BARHD-FLR1/2BOWNERSENTRYHD-FLRREF.DN16RUP16RW/ 14" TRANSOM3W 3060 SH3040 SH3-02W 3060 SHMICRO HOOD20 AMP.CIRCUITGASKIT.HD-FLRDWSINK2-82-82-82-82-82-8DINETTEHD-FLR16x7 OVERHEAD DOOR8x7 OVERHEAD DOORGARAGESLOPE TO DOORS4" CONC FLOOR674 SQ. FT.TYPICAL 2x6 GARAGE WALLS3W 2020 FX49'-0"39'-0"32'-8"6'-4"10'-0"7'-7"11'-5"8'-11 3/4"4'-8 1/4"40'-0"21'-0"2'-0"17'-0"5'-2"5'-4"6'-6"
11'-11"7'-1"15'-0"
6'-0 3/4"5'-10 1/4"4'-8"6'-4"20'-6"8'-8"10"1'-0 1/2"3'-6 1/2"11'-11"
6'-0"16'-6"10'-0"21'-0"10'-6"10'-6"4'-9"5'-3"10'-1"6'-9"2'-6"2'-8"4'-2"1'-7"10'-1"42" HIGH HALF WALLW/ WOOD CAPFAMILYROOMCPT.CPT.HD-FLRFLEX RM9-0 x 8-0 OPG.FLUSH BEAMPOSTLVLPOSTLVL4'-3 1/8"C OF WD POST/BML
DROPPED BEAMFLOOR LINE ABOVEMFD I-JOISTSINSTALL PER MFRS SPECSMFD TRUSSES AT 24" O.C.
2'-8"2'-8"3'-8"14'-8"2x4 WALL
5'-1"
5'-0" CABTS.
6'-0"7'-9"6'-5"3'-6" TOP5'-4" TOP
6"6"22'-6"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. 2016C3XDRAWN: 12-9-2016-AWWINSTON D402-B-GL-LOPERMIT/CONSTRUCT: 1-28-2019-LL5'-0 1/4"INSIDE FRAMING
MFD I-JOISTS
INSTALL PER MFRS SPECS1ST FLOOR PLAN1/4"=1'-0"988 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 7'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR6'-
4
"4'-5 3/4"4'-5 3/4"22x30ATTICACCESS6068 SGDFROM TOP OF SUBFLOOR TOSET KITCHEN WINDOWS 43 1/2"RGH.OPG. OF WINDOWFOYERHD-FLRRADONVENT PIPE40'-0"
6'-0"49'-0"18'-0"11'-0"6'-4"6'-0"5'-8"3'-4"3'-0"21'-0"10'-6"WOOD PORCH108 SQ. FT.18" WIDE DROPPED SOFFIT(SEE SECTION)WOOD STEPSCANT.BEAM8"DROPPED BEAMTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE5'-4"8"
3'-1"2'-7"
3'-6"OPT. 2040 SH1WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138.25" X 83.25"FOYER0.2312W 3060 SH0.3172 1/8" X 72"DINING ROOM10.310.3172 1/8" X 94"0.32108" X 72"6068 SGD W/ TRANSDINETTEFAMILY ROOM3W 3060 SH0.310.3111OPT 3W 2020 FX0.3171 1/4" X 24"DINING ROOM10.32KITCHEN3040 SH0.3136 1/4" X 48"0.3110.3124" X 48"0.311/2 BATHPERMIT/PLANS8687 89th STREET WESTCONSTRUCTIONPLAN OPTIONSGAS FIREPLACE PENDANT LIGHT PACKAGESTANDARD KITCHENFAMILY ROOM LIGHT PACKAGEDINETTE LIGHT PACKAGE-RANGETILED KITCHENBACKSPLASHHD-FLRSL
7
5
0
C
O
R
N
E
R
G
A
S
F
PR.O. 42 x 40 1/855455444554332.75433.5PFHPFH(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(2)14" Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)14" Versa-Lam(2)9-1/2 Versa-Lam(3)24" Versa-Lam(2)14" Versa-Lam
(1)14" Versa-Lam
DN16RLAU.HD-FLRWASHDRYLAUNDRYCABTS.A.P.2ND FLOOR PLAN1/4"=1'-0"60x42FBGL TUB6" SPLASHPROVIDEACCESS24" TOWEL BAR 11'-10"10'-3 1/2"16'-10 1/2"3050 SH3050 SH34'-0"
11'-11"7'-1"
3'-6 1/2"
3'-6 1/2"
15'-0"39'-0"3'-6"10'-1"3'-3 1/2"7'-9 1/2"2'-6"5'-4"12'-10"5'-7"39'-0"2'-7"12'-8"34'-0"6'-0"11'-7"5'-10"5'-9"10'-6"5'-11"
2'-6"
1'-0 1/2"
3'-6 1/2"
4'-6"10'-6"10'-1"AT LANDINGBEDRM #2CPT.BEDRM #3CPT.BEDRM #4CPT.OWNERSBEDRMCPT.OWNERSBATHHD-FLR2-82-82-82-82-82-82-82-82-82-82-860"5-0 FBGLTUB/SHWR5-04-05'-11"6'-9"W.I.C.CPT.W.I.C.CPT.W.I.C.CPT.#2HD-FLRBATH2'-4 1/2"3'-8"
8'-3"
MFD TRUSSES AT 24" O.C.78"3050 SH42" HIGH HALF WALLW/ WOOD CAP1258 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'-11 3/8" 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. 2016C4XDRAWN: 12-9-2016-AWWINSTON D402-B-GL-LOPERMIT/CONSTRUCT: 1-28-2019-LLTPH
TPH24" TOWEL BAR 22x30ATTICACCESS2x6 WALL2x6 WALL RADONVENT PIPE6'-0"6'-8"6'-4"5'-2"1'-4"2W 3050 SH1850 SH3050 SH1850 SH1'-2"4'-2"3040 SHTEMP. GL.34x60 FBGL SHWR3'-9"
2'-9"
5'-4"
5'-8"SET AT 6'-11 3/8"3050 SH (TEMP)WINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3050 SHSTAIRS10.31BEDROOM #20.311CLOSET11850 SH20" X 60 1/4"2W 3050 SH72 1/8" X 60 1/4"BEDROOM #413050 SHOWNERS BDRM20.311OWNERS BATH3050 SH36 1/4" X 60 1/4"0.31BEDROOM #30.3113050 SH1OWNERS BATHOPT. 2040 SH24" X 48"3040 SH36 1/4" X 48"36 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.310.310.310.310.300.31BEDROOM #311850 SH20" X 60 1/4"0.300.31TEMPPERMIT/PLANS8687 89th STREET WESTCONSTRUCTIONPLAN OPTIONS.NO SELECTIONS.(2)7-1/4 Versa-Lam-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).44444444
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. 2016C5XDRAWN: 12-9-2016-AWWINSTON D402-B-GL-LOPERMIT/CONSTRUCT: 1-28-2019-LL1/4"=1'-0"ELECTRICAL PLANUNFINISHED BASEMENTFUTUREFAMILY RMSTORAGE / MECH.UNEXCAVATEDA/CACFDHVSUMPSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEWPLOW VOLTAGESYSTEM RECEPTACLESSSDGFI 15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEWHBEDRMFUTURER/I3/4BRADONVENT PIPESMART HOMESYSTEM RECEPTACLEPERMIT/PLANS8687 89th STREET WESTCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENT--
1/4"=1'-0"ELECTRICAL PLAN2ND FLOOR1/2BOWNERSENTRYKIT.GARAGEFLEXWOOD 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. 2016C6XDRAWN: 12-9-2016-AWWINSTON D402-B-GL-LOPERMIT/CONSTRUCT: 1-28-2019-LL1ST FLOOR PLAN1/4"=1'-0"FOYERSSSS
SSDSST SSSWPSSDISP.DWSS SGFISFANSPRINKLERSYSTEMRECEPTACLEGFIWPPEND.PEND.7'-4"2'-8"USBLAU.BEDRM #2BEDRM #3BEDRM #4OWNERSBEDRMOWNERSBATHW.I.C.W.I.C.W.I.C.#2BATH22x30ATTICACCESSROUGH-INCEILING FANSSSD/CMOCOMBOSDSDSDSSSDSSS S
S
SSFANFANSFANSSGFIGFI
GFISS LLRADONVENT PIPERADONVENT PIPES
SDINETTEPEND.PH
PH
CSSS CABLERRR RRFAMILYROOMRRRRRRSSCHIMESHCPS
S2nd SMARTHOME RECEPTS
TECHTUBECD
PERMIT/PLANS8687 89th STREET WESTCONSTRUCTIONPLAN OPTIONSGAS FIREPLACE PENDANT LIGHT PACKAGESTANDARD KITCHENFAMILY ROOM LIGHT PACKAGEDINETTE LIGHT PACKAGE
1'-4"2'-0"3'-2"
WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAINWOODGRAIN PANEL4/4" x 3" - WOODGRAIN(FRONT & REAR)6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM11 1/4" AT TOP 11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAMEBEAM1/2" OSBOVER 2xTREATED FRAMEWOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAPSTONE CAPTAPERED COLUMN WITHSTONE PIER1/4"=1'-0"1/4"=1'-0"2"=1'-0"2"=1'-0"(SIDES)16" AT BASE16" AT BASEThese 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. 2016CX7DRAWN: 12-9-2016-AWWINSTON D402-B-GL-LOPERMIT/CONSTRUCT: 1-28-2019-LL9'-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. FLOORMFD FLOOR TRUSSESMFD I-JOISTSMFD TRUSS1'-4"1267 7/16"1'-4"1267 7/16"8"4" CONC. FLOORSLOPE TO OVERHEAD DOORMFD TRUSS1232'-0"7 1/8"DROPPED BEAMBEDRM #2BEDRM #3W.I.C.GARAGEKIT.FUT.W.I.C.BEDRMFUTURE16'-6"6'-0"17'-6"34'-0"1/4"=1'-0"CROSS SECTION A-A9'-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. FLOORMFD FLOOR TRUSSESMFD I-JOISTSMFD TRUSS1'-4"1267 7/16"1'-4"1267 7/16"BATH #2FOYER34'-0"2x8 JOISTS5/4" DECKING6'-0"8"5'-4"(2) 2x8DROPPED BEAM5'-4"CANT.JOISTSPOURED CONC. WALL18"x8" CONC. FTG.10" THICKMIN. 3'-6" BELOW GRADESET ON 10" THICKPOURED CONC. WALLCONC. SIDEWALKFAMILYROOMOWNERSBEDRMFUTUREFAMILY RMSTORAGE / MECH.FLUSH BEAM1/4"=1'-0"CROSS SECTION B-B9'-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. FLOORMFD FLOOR TRUSSESMFD I-JOISTSMFD TRUSS1'-4"1267 7/16"1'-4"1267 7/16"34'-0"OWNERSBEDRMBEDRM #4FAMILYROOMDININGFUTUREFAMILY RMSTORAGE / MECH.1/4"=1'-0"CROSS SECTION C-CMFD TRUSS1232'-8"9 1/8"2x8 JOISTS5/4" DECKING6'-0"8"5'-4"(2) 2x8DROPPED BEAM5'-4"CANT.JOISTSMFD TRUSS1232'-8"9 1/8"
X8DRAWN: 12-9-2016-AWWINSTON D402-B-GL-LOPERMIT/CONSTRUCT: 1-28-2019-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. 2016CGARAGE 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.TYPICAL WALL SECTION (6-16-2015)1/2"=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 TRUSSESAI
R
CHU
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E
S
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 R806WATERPROOFING W/WATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINIOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ FOAM SILL SEALMIN. 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)GYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANTAPPLIED 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 ROOM1/2" GYP BD. ON LOOKOUTAND WALKOUT WALLS(AT HIGHPOINT ONLY)OF FOUNDATION WALL (AT RIGHT16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE& LEFT SIDE WALLS OF LOOKOUTEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOP& WALKOUT BASEMENTS ONLY)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)R-10 DRAINAGE BOARDHAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) 1-3/4" x 11-7/8" LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA6'-8"
MIN HEADROOM
6'-8"
MIN HEADROOM3 1/2" CONC. FLOOR18" MFD FLOOR TRUSSES3/4" SUBFLOOR14" MFD I-JOISTS3/4" SUBFLOOR9'-1 1/8"
10'-3 7/8"9'-8 3/4"
8'-2"8'-1 1/8"4" CONC. FLOORSLOPE TO OVERHEAD DOOR6'-8"
MIN HEADROOM GARAGE8"1/4"=1'-0"CROSS SECTION D-D2x10 JOISTS2x10 JOISTSBEDRM #2LAU.ATTIC VENTILATIONHOUSE: 1326 SQ. FT.318.24 NET FREE VENT NEEDED AT RIDGE38' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 684 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA50% TO 80% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806318.24 NET FREE VENT NEEDED AT SOFFITGARAGE: 336 SQ. FT.80.64 NET FREE VENT NEEDED AT RIDGE8' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 144 PROVIDEDOPT. SUNROOM: 120 SQ. FT.28.80 NET FREE VENT NEEDED AT TOP8' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 144 PROVIDED6'-11 3/8"
13'-9 9/16"SPRAY FOAM INSUL.3/4" SUBFLOORTHE WINSTON FLOOR LAYOUTIS TO BE SET OFF THIS JOIST, AT 19.2" O.C.LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12"4"4" DIA. HOLE14"TO TOP OFSTONE VENEER1"=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.
SSCOPE OF WORK:INDEX:S1 - Scope, Index, and CertificationS2 - General NotesS3 - Standard Bearing Wall DetailS4 - Standard Non-Bearing Wall Joist Blocking DetailS5 - Bottom Chord Bearing Truss Non-Bearing Wall DetailS6 - Top Chord Bearing Truss Non-Bearing Wall DetailMATERIALS:Concrete: Minimum 28 day compressive strength (F'c) of 3000 psi for wallsMinimum 28 day compressive strength (F'c) of 5000 psi for footingsMasonry:Minimum 28 day prism strength (F'm) of 1500 psiBackfill Soil:Sand - 30 psf/ft effective lateral pressureSandy Clay - 45 psf/ft effective lateral pressureClay - 60 psf/ft effective lateral pressureSITE ADDRESS:Street:City:State: MN Zip:Craig Oswell, PE (MN #42341)Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription: Scope of Work, Index, and CertificationProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34The drawings are to only be used by the Builder's Association of Minnesota (BAM) and its members. Refer to BAM's website for the most current version of these drawings. These drawings are to be provided to the building inspection department as part of the permit package.I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota.Page S1 of S6Fax: 612-886-2966www.oswellec.com2019 BAM Top of Foundation Wall Support Guide1/1/20191901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psiThese drawings are an illustrative representation of an alternative option to the top of wall support information contained in the 2012 International Residential Code (IRC) section 404.1, as adopted by the 2015 Minnesota State Building Code. These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete form, and masonry basement foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid through December 31, 2019.GGENERAL NOTES:1.2.3.4.Use of multiple sill plates is not allowed unless specifically noted.5.6.7.8.9.10.11.* = see note 11 above for alternate anchor optionsOOswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription: General NotesProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed.Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 1/2" diameter expansion anchors with 6" minimum embedment, or an equivalent manufactured anchor.1/1/2019Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor.Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring by others is required until the final floor and slab systems are in place.Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. This packet applies to traditional floor joists, I-joists, and trusses. All floor members are to bear at least 3.5" on the sill plate unless noted otherwise. Sill plates may over overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met.All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations.FFax: 612-886-2966wwww.oswellec.comPage S2 of S6PPhone: 612-720-463911901 E Hennepin Ave, #201MMinneapolis, MN 5541372"72"72"24"48"40"72"36"48"16"72"72"72"72"72"72"72"TTOP OF WALL ANCHOR SPACING TABLEBBACKFILL HEIGHT ABOVE SLABANCHOR BOLTALTERNATE ANCHOR*ANCHOR BOLTALTERNATE ANCHOR*ANCHOR BOLTSSANDSSANDY CLAY8'-6"16"32"32"9'-6"64"24"40"16"24"8"72"72"72"64"72"72"32"64"24"72"40"56"24"110'-0"CLAYALTERNATE ANCHOR*SOIL TYPE72"7'-6"5'-6" or less8'-6"6'-6" or less7'-6"6'-6"48"16"7'-6" or less72"72"Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant swale.Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1, exception 1.72"CLEAR HEIGHT (Top of Slab to Top of Wall)8'-0" or less9'-0"64"16"72"32"8"72"32"56"Alternative to MN Code Table R404.1(1)48" 6" MinTTYPICAL TOP OF FOUNDATION WALL DETAILNNotes:1.2. USP LJQ must be sized appropriately for the actual floor member width.3.Floor members must be at least 3" wide when two Simpson A35/USP MPA1's are used.4. Connection C may be installed at every other floor member if the number of anchors is doubled.5. As an alternative, connection C may be installed at every fourth floor member.6. As an alternative, connection C may be installed at every third floor member.7. As an alternative, connection C may be installed at every other floor member.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support Guide##Description: Typical Bearing Wall DetailProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34Page S3 of S61901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.com8'-0" or lessCC19.2"24"A (note 5) A (note 7)A (note 6)A (note 7)BC16"1/1/20199'-0"10'-0"16" A (note 7)CCA (note 7)BBBDCCCLEAR HEIGHT (Top of Slab to Top of Wall)CCDDD24"DCWood floor joist, I-joist, or trusses & wall framing by othersFLOOR MEMBER TO SILL PLATE CONNECTION TABLEAlternate to MN Code Table R404.1(1)CLASS (weakest to strongest)DESCRIPTION2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")CLAYBACKFILL TYPEFLOOR MEMBER SPACINGSANDSANDY CLAYSee table below for connection of each floor member to sill plateFoundation wall per Code by others (clear height is measured from top of basement slab to top of foundation wall)CONNECTION TYPEDSimpson FWANZ, Simpson U2.1/4, Simpson U2.37/4, USP LJQ, or (2) USP MPA1/Simpson A35 (see notes 1 to 3)Simpson FWANZ requires 1.125" minimum OSB rim and must be located within 5" the floor member. For trusses, it must be in contact with the member or 2x4 minimum continuous bottom bracing must be provided.ABC(3)0.131" diameter x 3" long toe/top nails(3)0.148" diameter x 3" long toe/top nailsUSP LJC or USP MPA1/Simpson A35 (see note 4)DD19.2"24"16"19.2"JJOIST BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.3.Toe nail blocking members in place as required for stabilty.4.5.6.All nails are to be spaced in members such that splitting does not occur.7.Foundation wall is to be per Code by others.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Standard Non-Bearing Wall Joist Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341/1/2019Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required.Full height blocking may contain 4" diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes.Page S4 of S61901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comBlocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression.Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, joists, & structural rim by othersFloor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.Use Class D connection from S3 for blocking to sillSee note 4 for spacers as required at mechanical onlyInstall full height 2x or I-joist blocking as required to achieve the nailing noted (minimum of two spaces), spaces used do not need to be next to each other if spaces between are blocked per note 42x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5"), NOTE: Sill plate may have to be increased to 2x8 to fit Class D connectorsBBOTTOM CHORD BEARING TRUSS BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.3.Toe nail blocking members in place as required for stabilty.4.5.6.All nails are to be spaced in members such that splitting does not occur.7.Foundation wall is to be per Code by others.8.Do not cut rim truss bottom chord for any reason.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-46391/1/2019Fax: 612-886-2966www.oswellec.comPage S5 of S6Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required.OSB/plywood blocking may contain 4" diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes.Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, trusses, & structural rim by others2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5"), NOTE: Sill plate may have to be increased to 2x8 to fit Class D connectorsFloor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.See note 4 for spacers as required at mechanical onlyInstall 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of two spaces), spaces used do not need to be next to each other if spaces between are blocked per note 4Install 3/4" minimum thick OSB/plywood to one side of 2x4 blocking w/ (6)0.131" diameter x 3" long nails top & bottom OR 1/2" minimum thick OSB/plywood to each side w/ (4)0.131" diameter x 3" long nails top & bottomUse Class D connection from S3 for blocking to sillNail rim truss bottom chord to sill plate w/ 0.148" diameter x 3" long nails @ 6" o.c.Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression.TTOP CHORD BEARING TRUSS BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.Toe nail blocking members in place as required for stabilty.3.All nails are to be spaced in members such that splitting does not occur.4.Foundation wall is to be per Code by others.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Non-Bearing Wall Top Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341/1/2019Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, trusses, & structural rim by othersPage S6 of S6Install 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of second space)2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")Floor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.1901 E Hennepin Ave, #201Minneapolis, MN 55413Additional sill plates as required by others to match truss top chord depthInstall treated double 2x blocking ripped to fit height of sill plates in first bayPhone: 612-720-4639Fax: 612-886-2966www.oswellec.com
SSCOPE OF WORK:INDEX:S1 - Scope, Index, and CertificationS2 - General NotesS3 - Step Footing DetailS4 - Frost Wall DetailS5 - Lookout Wall DetailS6 - Full Height Wall DetailMATERIALS:Reinforcing Steel:: Grade 40 (40 ksi) for #4 and smaller bars Grade 60 (60 ksi) for #5 bars and largerRebar Substitution Notes:1.Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel.2.For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing.Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirementsMinimum 28 day compressive strength of 3000 psi for wallsMinimum 28 day compressive strength of 5000 psi for footingsBackfill Soil:Sand - 30 psf/ft effective lateral pressureSandy Clay (SC) - 45 psf/ft effective lateral pressureClay - 60 psf/ft effective lateral pressureSITE ADDRESS:Street:City:State: MN Zip:Craig Oswell, PE (MN #42341)Oswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription: Scope of Work, Index, and CertificationProject # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372342019 Standardized Concrete Foundation Drawings1/1/2019The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package.These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2019.1901 E Hennepin Ave, #201Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psiI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota.Page S1 of S6Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comGGENERAL NOTES:1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall.3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60.4. Bend horizontal bars or provide matching hooks around all wall corners and intersections.5. Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided.6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained.7.8.9. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1.10.Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed.11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings.12. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale.13.14.CCOLD WEATHER GUIDELINES:1.2.Concrete is to be delivered to the site in a timely manner. 3.Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised.4. Do not add additional water. Using water-reducing admixtures is recommended when required.5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground, snow, or ice.6. Preheating of rebar is not required, however it is to be free of frost, snow, and ice.7.OOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription: General NotesProject # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement.The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate.11901 E Hennepin Ave, #201MMinneapolis, MN 55413Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F.The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures below 20 degrees F.Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. Sill plates may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met.Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored.Maximum inside window well dimension is 72". Well walls are to be at least 8" thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others.1/1/2019FFax: 612-886-2966wwww.oswellec.comPage S2 of S6PPhone: 612-720-4639HHIGH FOOTINGLOW FOOTINGFOOTING STEP DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Step Footing Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step6'-0" maximum stepOptional control joint each end of beam section by others24" min(2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section (bar length = step height + 4')High footing should be placed at 1-to-1 (45 degree) line, if high footing is closer to step than this line, place beam section rebar as if it was at this line as shown1/1/2019(beam section)www.oswellec.comPage S3 of S6Phone: 612-720-4639Fax: 612-886-29661901 E Hennepin Ave, #201Minneapolis, MN 55413Maximum applied actual load = 4000 plf uniform or 12,000 pound concentrated6" minimum thick cast-in-place concrete foundation wallWall framing by othersWWALKOUT/ SLAB-ON-GRADE FROST WALL DETAILNote: Maximum unbalanced fill height is 36" for 8" thick wall & 48" for 10" wallOOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Frost Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Grade to be at least 6" below top of wallSill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2")6" minimum thick cast-in-place concrete wallPage S4 of S6(1)#4 continuous horizontal bar w/in 18" of top of wall1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.com#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embedUnreinforced concrete strip footing per Code by others, provide frost protection per Code as required1/1/2019Optional slab ledge, maximum stem height is 12" w/ width to match sill plateWall framing by others66" wall spacing:8"+ wall spacing:LOOKOUT WALL DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Lookout Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Grade to be at least 6" below top of wallSill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2")Page S5 of S6(1)#4 continuous horizontal bar w/in 18" of top of wall1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comFooting elevation may vary below slab, provide frost protection per Code8" thick x 18" wide minimum unreinforced concrete strip footing (16" wide minimum for maximum unbalanced grade of 2'-6" or less), larger footing width may be required for specific soil bearing conditions to be determined per Code by others6" minimum thick cast-in-place concrete wall#4 x 2'-0" long centered dowels w/ 5" minimum embed wet set or epoxy grouted in place32" o.c. max for sand & 24" o.c. max for SC & clay 48" o.c. max for sand, 42" o.c. max for SC, & 36" o.c. max for clay 1/1/20193'-2" maxWood floor & wall framing by othersGrade to be at least 6" below top of wallBBASEMENT WALL DETAILTTable Notes:(1) = (2) = Allowed alternate anchors are:Oswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription: Full Height Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Page S6 of S6Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing11901 E Hennepin Ave, #201MMinneapolis, MN 55413PPhone: 612-720-4639FFax: 612-886-2966wwww.oswellec.comUnreinforced if concrete is 5000 psi or if clear height is 4" lessUnreinforced if concrete is 4000 psi or if clear height is 4" lessCast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6" thick & no more than 16" high Connection of floor members to sill plate to be per Code by others1/1/2019Clear Height88' or LessBBoltsAAlternateNANA36"(1)NANACClay99'WWall Thickness88"110"112"#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embedSSandSSCCClaySSandSSCUnreinforced concrete strip footing per Code by others, elevation below slab may vary as requiredMAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations)110'CClear Height and Soil TypeSSandSSCCClayVVertical Rebar SpacingNANANANA36"36"(1)NA24"36"NA36"36"(1)NA36"(2)NANANANANA72"48"72"24"48"18"36"(1)NANA72"36"60"24"36"12"48"18"SSill Anchor Spacing36"12"24"8"
ProductsPlotID Net Qty Product Length PliesB1 4 Beam by others 4' 0" 1OPTIONAL EGRESSWINDOW HEADER:"BEAM BY OTHERS"UNEXCAVATEDPORCH FRAMINGBY OTHERSFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSSTAIRWAYSINGLETRIMMERSB1B1B1B16' 0" 34' 0" 40' 0" 2' 0" 21' 0" 17' 0" 40' 0" 18' 0" 21' 0" 10' 0" 49' 0" 39' 0" 10' 0" 49' 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" 1SINGLETRIMMERSB2B2B139' 0" 10' 0" 49' 0" ProductsPlotID Net Qty ProductLength PliesB1 3 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 3B2 1 Beam by others 8' 0" 1B3 1 Beam by others 4' 0" 1SINGLETRIMMERSB1B2B339' 0" 10' 0" 49' 0" Sheet: 1 of 4DWG: Basement BeamsFile: Plan #54XXBy: Anthony EstevezDate: 12-20-16Scale: 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 #54XX-B-GLD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASE MODELBASEMENT BEAMSWALKOUT OPTIONLOOKOUT OPTIONDETAIL N/A
Connector SummaryPlotID Qty Manuf ProductH1 1 USP HD1714H2 1 USP HDQ1714IFH3 2 USP HDQ412IFH4 19 USP THF17140H5 3 USP THF35140ProductsPlotID Net Qty ProductLength PliesJ1 15 14" BCI® 4500s-1.8 34' 0" 1J2 8 14" BCI® 4500s-1.8 20' 0" 2J3 9 14" BCI® 4500s-1.8 16' 0" 1J4 6 14" BCI® 4500s-1.8 12' 0" 1B1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 20' 0" 2B2 2 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 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2B5 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 10' 0" 2B6 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 22' 0" 2B7 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 18' 0" 2B8 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1B9 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 2B10 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 4' 0" 1B11 3 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP 22' 0" 3B12 3 Beam by others 4' 0" 1Ca1 11 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Pt1 2 5-1/4" x 5-1/4" VERSA-LAM® 1.7 2650 SP 10' 0" 1Pt2 2 Post by others 8' 0" 1OPTIONALWINDOW HEADER:"BEAM BY OTHERS"OPTIONALWINDOW HEADER:"BEAM BY OTHERS"STAIRWAYPORCH ROOFBY OTHERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSSTART FRAMING HEREJOISTS @ 19.2" OCPt2Pt2Pt1Pt1B11B6B3B7B12B12B12B2B9B8B10B5B4B1Ca1Ca1Ca1Ca1Ca1Ca1Ca1H2H3H1H3H4H4H5H4J4J3J3J2J16' 0" 34' 0" 40' 0" 2' 0" 21' 0" 17' 0" 40' 0" 18' 0" 21' 0" 10' 0" 49' 0" 39' 0" 10' 0" 49' 0" 1' 2"Sheet: 2 of 4DWG: Upper Floor FramingFile: Plan #54XXBy: Anthony EstevezDate: 12-20-16Scale: 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.3-30-18AE1-25-17AERevisions: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 #54XX-B-GLD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480BASE MODELUPPER FLOOR FRAMINGDETAIL N/ADETAIL N/ADETAIL N/A
ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 8 Beam by others 4' 0" 1STAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSROOF TRUSSESBY OTHERSSINGLETRIMMERSB2B2B2B2B2B2B1B2B234' 0" 34' 0" 39' 0" 39' 0" Sheet: 3 of 4DWG: Upper Floor HeadersFile: Plan #54XXBy: Anthony EstevezDate: 12-20-16Scale: 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.7-7-17AERevisions: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 #54XX-B-GLD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360BASE MODELUPPER FLOOR HEADERSDETAIL N/ADETAIL N/ADETAIL N/A
Hdr1A7' 1"20' 1 1/4"3' 0"5' 0" By: Anthony EstevezDate: 1-13-17RevisionsFile: Winston Plan (54xx)Scale: 3/8"=1'DWG: Tall Wall @ StairSheet: 1 of 1Boise CascadeLakeville, MNGeneral Notes:Boise Cascade Versa Studs shall be installed in accordance with BoiseCascade Corporations Engineered Wood Installation Guide.It is theresponsibility of the framing contractor to adhere to all recommendations forinstallation stated within. Boise Cascade installation guides can be obtained bycontacting a Boise Engineered wood Products specialist at 1-800-281-5503 orvisiting our website at www.bc.com.Design Criteria:Wind Load 20 PSFL/180Blocking @8' o.c. verticallySALES PRESENTATION DRAWINGNo structural or dimensional check has been madeof this design drawing of the building, thereforepurchaser is to check and approve all dimsensions,quantities, loads, and details carefully. This drawinghas not been check by Boise Engineering.1: 4-3-172:3:NOTE:CONTRACTOR IS TO VERIFY ALL DIMENSIONS ANDROUGH OPENING SIZES PRIOR TO ANYCONSTRUCTION OF WALLS. ROUGH OPENINGSIZES ARE ESTIMATES. VERIFY WITH WINDOWMANUFACTURER.NOTE:TALL WALL IS DESIGNED FOR VERTICAL LOADSAND HORIZONTAL WIND LOADS ONLY. LATERALWALL LINE BRACING OF THE BUILDING IS TO BEACCOUNTED FOR BY BUILDING DESIGNER.NOTE:STUDS, COLUMNS, AND HEADERS CALLED OUTREQUIRE LVL MATERIAL. PLATES, CRIPPLES,TRIMMERS, AND BLOCKING LABELED BY OTHERSDO NOT REQUIRE LVL MATERIAL AND ARE NOTINCLUDED IN QUOTE.COLUMN A:(3) 1-1/2"X5-1/2" VERSA STUDSCONNECT COLUMNS TO PLATES WITH 8 - 16D NAILSOR TWO A23 ANGLE CLIPS AT BOTH TOP ANDBOTTOM.COLUMN B:N/AHEADERS:Hdr1 = (2) 2x10 by othersSINGLE TRIMMER REQUIRED FOR SUPPORT ATEACH END OF HEADER AS SHOWN.2x6 WallCOLUMN C:N/ASTUDS:1-1/2"X5-1/2" VERSA STUDS @ 12" OCWINSTON PLAN (54XX)ALL ELEVATIONSD. R. HORTONTALL WALL @ STAIRDouble top plateby othersSingle bottom plateby others
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Winston Plan 53XX
D402 South
HVAC Load Calculations
for
DR Horton
Lakeville, MN
Prepared By:
Michael Hoium
Sabre Plumbing & Heating
15535 Medina Road
Plymouth, MN 55447
763-473-2267
Monday, January 08, 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.
Sabre Plumbing & Heating D402 South
Plymouth, MN 55447 Page 2
Project Report
General Project Information
Project Title:D402 South
Designed By:Michael Hoium
Project Date:Monday, January 8, 2017
Client Name:DR Horton
Client City:Lakeville, MN
Company Name:Sabre Plumbing & Heating
Company Representative:Michael Hoium
Company Address:15535 Medina Road
Company City:Plymouth, MN 55447
Company Phone:763-473-2267
Company Fax:763-473-8565
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces South
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -12.38 n/a 30%72 29.40
Summer:88 73 50%50%75 35
Check Figures
Total Building Supply CFM:946 CFM Per Square ft.:0.293
Square ft. of Room Area:3,234 Square ft. Per Ton:1,425
Volume (ft³):26,860
Building Loads
Total Heating Required Including Ventilation Air:51,393 Btuh 51.393 MBH
Total Sensible Gain:21,171 Btuh 78 %
Total Latent Gain:6,058 Btuh 22 %
Total Cooling Required Including Ventilation Air:27,229 Btuh 2.27 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.
Monday, January 08, 2018, 1:02 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating D402 South
Plymouth, MN 55447 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 2.27 1,425 3,234 21,171 6,058 27,229 51,393 601 946 946
System 1 2.27 1,425 3,234 21,171 6,058 27,229 51,393 601 946 946 12x14
Ventilation 888 3,712 4,600 5,942
Supply Duct Latent 169 169
Return Duct 85 76 160 565
Humidification 5,525
Zone 1 3,234 20,198 2,101 22,299 39,361 601 946 946 12x14
1-Basement 988 2,699 0 2,699 12,091 185 126 126 2--5
2-Main Floor 988 10,703 2,101 12,804 14,080 215 501 501 5--6
3-Second Floor 1,258 6,796 0 6,796 13,189 201 318 318 3--6
Monday, January 08, 2018, 1:02 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating D402 South
Plymouth, MN 55447 Page 4
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
Low EE: Glazing-LowEE Builder Grade .31 U-value, .29
SHGC, Window and Patio Door, u-value 0.31, SHGC
0.29
340 9,174 0 4,768 4,768
11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544
DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-15 board insulation to footing, no
interior finish, 8' floor depth
352 1,806 0 178 178
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
2608.2 14,750 0 2,255 2,255
DRH- R10 8ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-10 board insulation to footing, no
interior finish, 8' floor depth
312 1,601 0 158 158
RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20
Closed Cell Spray Foam
438 1,904 0 536 536
R49 16B-49: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, R-49 Blown Insulation, No
Radiant Barrier, Vented Attic, Asphalt Shingles
1258 2,517 0 1,389 1,389
21A-20: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20' wide
988 2,321 0 0 0
P-32 R-32: Floor-Over open crawl space or garage,
Custom, R-30 Blanket insulation, 3/4" Foamboard R-
2, any cover
338.2 883 0 81 81
Subtotals for structure:36,928 0 9,909 9,909
People:6 1,200 1,380 2,580
Equipment:901 4,116 5,017
Lighting:1250 4,263 4,263
Ductwork:2,998 245 615 860
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 160, Summer CFM: 160 5,942 3,712 888 4,600
Humidification (Winter) 15.06 gal/day :5,525 0 0 0
Total Building Load Totals:51,393 6,058 21,171 27,229
Check Figures
Total Building Supply CFM:946 CFM Per Square ft.:0.293
Square ft. of Room Area:3,234 Square ft. Per Ton:1,425
Volume (ft³):26,860
Building Loads
Total Heating Required Including Ventilation Air:51,393 Btuh 51.393 MBH
Total Sensible Gain:21,171 Btuh 78 %
Total Latent Gain:6,058 Btuh 22 %
Total Cooling Required Including Ventilation Air:27,229 Btuh 2.27 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.
Monday, January 08, 2018, 1:02 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
X
R-20 X
R-20 X
R-21 X
R-49 X
R-49 X
R-30 X
R-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:60000 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:5 " round duct OR
Total ventilation (intermittent + continuous) rate in cfms: " metal duct
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 Capcity in CFMS:
High:
High:
Mechanical Ventilation System
80
50%=88 100%=176
NAT GAS R-410A
Cooling System
Rating or Size
SEER or
EER
50 Output in Tons:2.5
Efficiency
RESIDENTIAL LOAD CALC
13
Locations of Fans, describe:
HEAT LOSS
51393
HEAT GAIN
21171
COOLING LOAD
27229Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances
Model
R-value0.30
PROG5042NRH67PV BA13NA030
Rheem
Make-up Air Select a Type
Building Envelope air Tightness:Duct system air tightness:
Ceiling, flat
Manufacturer
160
Interior
Bryant
Domestic Water Heater Heating System
NAT GAS
Bryant
912SC48060S17
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
Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel.1/8/18
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
DRHorton
MN License Number
BC605657
Mailing Address of the Dwelling or Dwelling Unit
8687 189th Street W
ChokeCherry Hill 4th - Lakeville
Plan ID
D402 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 Cell
02/01/19 X
KP