HomeMy WebLinkAboutLA186117 - 17850 Graphite Ln 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
CANNOT HOOK TO CITY SEWER/WATER
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
19SCALE: 1/4" = 1'-0"FRONT ELEVATIONGENERAL NOTES:1. ALL DOOR AND WINDOW HEADERS TO BE S.P.F. #2 OR BETTER, SEE PLANS FOR SIZES.2. HOUSE TO BE BUILT PER CURRENT I.R.C. CODES.3. VERIFY GRADES AND ADJUST FOUNDATION/FOOTING STEPS AS NEEDED.4. SEE PLANS FOR CEILING HEIGHTS5. 4' HIGH POURED FDN. WALLS STD.6. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING AND FOUNDATION.7. ALL TRADES & SUPPLIERS TO REVIEW & VERIFY INFORMATION PERTINENT TO THEIR WORK AND NOTIFY CONST. OF ANYDISCREPANCIES PRIOR TO CONSTRUCTION.8. NOTED CABINET SIZES ARE +/- AND TO BE FIELD VERIFIED.9. TRADES TO VERIFY BASE AND TRIM SIZE PRIOR TO CONSTRUCTION.10. ALL WALLS MORE THAN 10' H. TO BE S.P.F. #2 OR BETTER. 11. EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY:HOME SITE, FILL AND TOPOGRAPHY WILL DICTATEACTUAL GRADES AND MAY VARY FROM THOSE SHOWN ON THE PLAN.12. NOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTSOFSHEET07-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.SEE ROOF PLAN FORROOF PITCHES ANDOVERHANGS25'-6"CONC. PORCH4" TRIM TYP.6:12T.O. 3048 SHALUM. SOFFIT& FASCIA30 YR. ARCH. ASPHALT SHINGLES2x OVER 6" TRIM14" LP COLUMN, TYP.
9'-1 1/8"T.O. SUBFLR.T.O. PLATE 1'-8 1/4"T.O. FDN.9'-9 1/8"@ GARAGET.O. PLATE 12121212STAT. (BLACKENED)1'-0"
6" TRIM
12" CANT.10" TRIM12" CANT.METAL CORNERSTYP.SADDLEC/LT.O. FDN.8'-11 1/2"@ DORMERT.O. PLATE8'-3 1/4"FP CHASE24"x60" FALSE6" TRIM & BATTENPER SPECS10" TRIMC/L2x OVER 6" TRIMGLS.GLS.GLS.GLS.LP BOARDSTONE TOTAL: 79 SQ. FT. (29.4%)TOTAL SQ. FT.: 269 SQ. FT.MATERIAL CALCULATIONS: FRONT ELEV.LP LAP SIDING TOTAL: 30 SQ. FT. (11.2%)LP B&B TOTAL: 117 SQ. FT. (43.5%)LP TRIM / PANEL: 43 SQ. FT. (16%)STONE TOTAL: 79 SQ. FT. (4.0%)TOTAL SQ. FT.: 1,900MATERIAL CALCULATIONS: ALL ELEV.LP LAP SIDING TOTAL: 1548 SQ. FT. (81.2%)LP B&B TOTAL: 230 SQ. FT. (11.6%)LP TRIM / PANEL: 123 SQ. FT. (6.2%)LP PANEL8" BOXED HEADERConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/12/2020dmathews
EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY:HOME SITE, FILL AND TOPOGRAPHY WILL DICTATEACTUAL GRADES AND MAY VARY FROM THOSE SHOWN ON THE PLAN.2907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.OFSHEETSIDE ELEVATIONSIDE ELEVATIONSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"REAR ELEVATIONSCALE: 1/8" = 1'-0"@ GARAGE9'-9 1/8"T.O. FDN.A/C UNITT.O. PLATE9'-1 1/8"T.O. SUBFLR.T.O. FDN.10'-8 1/4"10" TRIM12:12126126T.O. PLATESEE ROOF PLANFOR PITCHES ANDOVERHANGS8" TRIM8'-11 1/2"@ DORMERT.O. PLATE12:12ROOF LINEBEYONDLP CORNERS4" TRIM @ WDWS. & DOORS TYP.@ GARAGE12:12ALUM. SOFFIT& FASCIA126T.O. PLATE9'-1 1/8"T.O. SUBFLR.T.O. FDN.10'-8 1/4"12612" CANT.T.O. PLATEFP VENTSEE ROOF PLANFOR PITCHES ANDOVERHANGS@ DORMERT.O. PLATELP SIDING PER SPECS12:1212:12LP CORNERS4" TRIM @ WDWS. & DOORS TYP.T.O. PLATE9'-1 1/8"T.O. SUBFLR.T.O. FDN.10'-8 1/4"SEE ROOF PLANFOR PITCHES ANDOVERHANGSALUM. SOFFIT& FASCIA6:12LP SIDING PER SPECS12" CANT.10" TRIM10" TRIMLP CORNERS4" TRIM @ WDWS. & DOORS TYP.
SCALE: 3/16" = 1'-0"FOUNDATION PLAN3907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.OFSHEETA/C UNITw/ BRACKETFURNF.D.WHMECH. / STORAGEWS3068266830" V.CONC.H.B.H.B.2" LEDGE TYP. TO PROVIDE ADD'L.SUPPORT FOR FILL FOR SLABTYP. FND @ HOUSE / GARAGE10" POURED CONC. W/ 4" LEDGE INSIDE20X8 CONC. FTG.2" FOAMSUMPH204" LEDGE2" FOAMTYP. FND @ STOOP10" POURED CONC. W/ 4" LEDGE INSIDE20X8 CONC. FTG.UNEXCAVATED2"NOTE: NO DRYWALL @ CLG.REQUIRED IN THIS AREA -FIRE BLOCK @ PERIMETEROF OPNG. (80 SQ. FT. MAX.)6"2"RADON VENT TOTERMINATE IN SUMP BASKET6"4"10"GARAGE/HOUSE COMMON WALL2x8 TREATED SILLOVERHANG FDN. 2''GARAGE SLAB2'' RIGID INSUL.MAIN FLRSEE FIRST FLOOR FORGARAGE DOOR SIZE FOR M.O.NOTE:4" LEDGE6"2"3 1/2'' CONC. FLOORTYP. FND @ HOUSE8" POURED CONC. (9' H.)20X8 FTGREBAR PER CODETYP. FND @ BRG. WALL2x4 STUDS 16" O.C.16X8 FTGREBAR PER CODE4" CONC. CURB KITCHEN ISLAND ABV.FLR. TRUSS CO. 2
4
6
8
OPT.18" FLR. TRUSSES
19.2" O.C. SPACING
RADON VENTFOUND. HELD IN 2"FOR INSULATIONNOTE:(TYP.)NOTE: EXTERIOR HOUSE AND GARAGE/HOUSECOMMON FDN. WALLS TO BE HELD 2'' IN. DIMENSIONS SHOWN ARE TO FACE OF 2''EXTERIOR RIGID INSULATION & FRAMING ABOVE TO BE 5000 PSI CONC.NOTE: ALL FOOTINGS 2'' MIN.2x8 TREATEDSILL-OVERHANGFDN. 1 1/2''8"2"TYP. SIDEWALL DETAILFOUND. HELD IN 2"FOR INSULATIONNOTE:(TYP.)2"2"9'-0" POURED FDN.891 FINISHED SQ. FT.FILL FOR SLABUP 17 R (10" T.,7-3/4" MAX. R.)40'-0"12'-0"14'-0"56'-0"
6'-0"50'-0"
56'-0"
1'-0"28'-0"27'-0"
14'-4"13'-8"9'-0 1/2"11'-6"5'-0"
7'-6"14'-6"
2'-6"40'-0"19'-0"21'-0"20'-0"13'-0"6'-0" & HOUSE/PORCH 16'-0"11'-0"10'-0"18" FLR. TRUSSES
19.2" O.C. SPACING
3-9 1/2" LSL (DR)FOUND. HELD IN 2"FOR INSULATIONNOTE:(TYP.)2x10 TRTD. JOISTS
16" O.C. SPACING 3-2x12 TRTD. (FL) SMOKECM / 12" CANT. ABV.2x6 BRG.18" FLR. TRUSSES
19.2" O.C. SPACING
10' H. FOUND. WALL@ FRONT OF HOMENOTE:10' H. FOUND. WALL@ FRONT OF HOMENOTE:w/ TOP HUNG TRUSSESw/ TOP HUNG TRUSSES10' H. FOUND. WALL@ FRONT OF HOMENOTE:w/ TOP HUNG TRUSSES11'-1 1/2"3'-4 1/4"9'-8"15'-10 1/4"11'-8 3/4"3'-2"11'-1 1/2"13'-0 1/4"3'-9"3'-10"7'-1 1/2"21'-3"11'-6"17'-3"9'-1 1/2"10'-4"30"x30" CONC.PAD FTG.6x6 COL.6x6 POST ON MIN. 12" DIA.6x6 TRTD. COL.2-2x10 (FL)(2) TR3-9 1/2" LSL (DR)5'-5"2'-9 3/8"3'-0 1/8"2'-5 1/2"REBAR PER CODE2" RIGID INSUL. (INSIDE)CONC. FOUND. WALLS2x6 STUDS @ 16" O.C. ON20"x8" CONT. CONC. FTGS.4'-0" H. x 8" W. POUREDEXTERIOR WALK-OUT WALLS1 TRTD. PLATE ON6'x6'-8" PATIO DR.2-9 1/2" LSL8'-10"6'-3 1/4"4'-6 1/4"6'-9"4060 SH @ 7'2-9 1/2" LSL4060 SH @ 7'2-9 1/2" LSLLINENSH.BEDROOM #39' CLG. / CARPET(10'-0"x13'-0") (127 SQ. FT.)5/0 BI-PASS
R&SH
2
6
6
8
BEDROOM #49' CLG. / CARPET(12'-0"x9'-7") (123 SQ. FT.)BONUS ROOM9' CLG. / CARPET(14'-8"x32'-0") (282 SQ. FT.)6'-0 1/4"11'-3 1/4"12'-3 1/2"14'-0 3/4"5'-2 3/4"10'-3"3'-5"HALL9' CLG. / CARPETONE COURSE GARAGE DROP PER SURVEYNOTE:2'-4 1/2"R&SH
3-14" LVL (DR)2668CARPETCARPET2'-10"11'-0"
2x10 TRTD. JOISTS
16" O.C. SPACING CONC. PIER W/ MIN. OF 24" DIA.CONC. FOOTING PIER 60" TALLFIBRGLS.60x36 SHWR.
UNIT
3-2x12 TRTD. (FL)3 TRIMMERSInterior BWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(3)2x12 #1 SPrequired for spanReduce spacing to 12" o.c. for16' span or use 2x12 joists.
SCALE: 3/16" = 1'-0"MAIN FLOOR PLAN4907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.OFSHEETP.H.
TB
TRDWGAS RANGEMICRO ABV. FLUSH OH. LNDRY.DRYERWASHER9' CLG. / LVPWIRE SH. 29 (OPT. UPPERS)39(VENT TO OUTSIDE)NOTE: - STD. BASE & CASING TO BE PRINCETON- 1/2 WALL w/ WD. CAP & INVERTED CASINGNOTE: 2X6 EXT. WALLS U.N.O.2X4 INT. WALLS U.N.O.- 42" UPPER CABINETSDOOR ROUGH OPENINGS:83" HEIGHT82" OVER VINYLCERAMIC TILE & WOOD82" OVER CARPETSRO = SHEET ROCKED OPNGBIFOLD DOORS:PREHUNG UNITS:2" WIDER THAN DOOR(EXAMPLE: 2668 )1 3/8" WIDER THAN DOORFINISH SIZE NOTED ON PLANCO = CASED OPENING ( WOOD )(EXAMPLE: 2668 )FINISH SIZE NOTED ON PLANRO. 1 1/2" WIDER, 83" HIGHR.O. 1" WIDER, 83" HIGHPER SPECSDRIVEWAYNOTE:REF.49KITCHEN9' CLG. / LVP12'-3" x 12'-6" (155 SQ. FT.)59BUILT-INS793-14" LVLGREAT ROOM9' CLG. / LVP FLR.42" GAS F.P.12'-8" x 13'-0" (167 SQ. FT.) / LVP42" W. CONC. SIDEWALKOPT.FIBRGLS.60x36 SHWR.UNIT5'-0"2
1
0
6
8
2-9 1/2" LSL2x6 FOYER9' CLG. / LVP6'-11" x 7'-1" (51 SQ. FT.)PORCHCONCRETEO. BATH9' CLG. / VIN.2x6 WALLS U.N.O.4" SLOPED CONC.GARAGE CEIL. TO BE 5/8" TYPE 'X'GYP. BD. WALLS TO BE 1/2" GYP.SHEATHING. ALL WALLS & CEILINGS TOHAVE ONE COAT FIRETAPEGARAGESLOPE CONC.6'x8' PATIO DR.16'x7' O.H.D.R.O. 16'-1" FRAMINGO. CLST8' CLG. / CARPET36" VAN. BATH 2BEDROOM #226683648 SH @ 8'9' CLG. / CARPET9' CLG. / VIN.1/2 WALL w/ WD. CAPMANUF. TRUSSES
24 O.C.
OPT. BUFFET CABS.(12'-0"x12'-0")EXTERIOR FLOOR PLAN DIMENSIONSARE TO OUTSIDE OF SHEATHING, INTERIORDIMENSIONS ARE TO FRAMING.NOTE: ALL DRS/ WIN.'S REQUIRE 4" ON SIDES FOR CASINGNOTE: 2X6 EXT. WALLS U.N.O.2X4 INT. WALLS U.N.O.HEADER SPANS:UP TO 4'-11'' = 1 TRIMMER5'-0'' AND BIGGER = 2 TRIMMERSUNLESS NOTED OTHERWISEINDICATES LOCATION OF SOLID BRG.32x60FGLS.
TUB / SH (134 SQ. FT.)OWNERS BDRM.9' CLG. / CARPET(12'-6"x13'-0") (164 SQ. FT.) SMOKECM / SD2 - 4072 SH @ 8'DN 17 R (10" T.,7-3/4" MAX. R.)2x68/0 H. SOFFITMANUF. TRUSSES
24 O.C.12" LP COL.* BEADBD. CLG.ATTIC
ACCESSAPPROX. 490 SQ. FT.MUDRM.9' CLG. / LVPBENCH / APPROX. 9'-0'' CLG. @ MAIN LEVELAPPROX. 1,577 SQ. FT. HOOKS3068 MTL.3080 MTL.
R&SH
2 - 2068
2668R&SH
24682668
2
06
8
R&SHR&SHLINENSH.9' CLG. / CARPET9' CLG. 8' SOFFIT 28688' SOFFIT(5) SH.(5) SH.9' CLG. / LVP 2668R&SH
R&SH
36" VAN. LIN.CAB. 30683068 PKT.FLDG. C'TOP.
(OPEN UNDER)2 - 4072 SH @ 8'60" VAN. DINING9' CLG. / LVP FLR.10'-0" x 9'-0" (90 SQ. FT.)3672 SH @ 8'3672 SH @ 8'4872 PICT. @ 8'14'x16' PORCHDECKING PER SPECSMANUF. TRUSSES
24 O.C.40'-0"2'-10"14'-0"8'-10"11'-6"12'-11"6'-9"56'-0"
6'-0"50'-0"
12'-8"5'-0 1/2"5'-5 1/2"12'-8 3/4"7"3'-11"5'-2 1/2"4'-4 3/4"
6'-2 1/4"6'-6 1/2"
56'-0"
1'-0"28'-0"27'-0"
14'-4"13'-8"
3'-2"9'-0 1/2"11'-6"5'-0"
7'-6"
14'-6"
2'-6"40'-0"19'-0"21'-0"20'-0"13'-0"6'-0"6'-7"6'-5"16'-0"11'-0"10'-0"RADON VENT2x6PA4"7'-1"4"12'-3"2-7 1/4" LSL (DR)2-2x8 (DR)4"LP SOFFITSD SMOKECM / OPT. VAULT6919BUILT-INS
OPT.
OPT. 2-2668 PKT.
2'-4 1/4"1'-10 1/2"
2424 PICT. @ 8'2424 PICT. @ 8'
2'-0 1/2"2'-0 1/2"
or 3068 BARN DR.OPT. EXP.ISLANDINDICATEDSTONE WHERE2448 SH @ 8'
5'-0"WD. STEPS2'-9"4'-4"3'-9"2'-9"5'-4 3/4"6'-1 1/4"6'-1 1/4"4'-8 3/4"12'-11 1/4"7'-0 3/4"2'-0"1'-4"7'-10"15'-0 1/2"2'-7 1/2"2'-4"6'-2 3/4"3'-6"3'-0 1/2"3'-11 1/2"2'-8 3/4"2'-0"
4'-0"5'-0"12"CANT.9'-4"5'-2"
2'-6"36" H. WALL w/ WD. CAP1'-3"2 1/2"3'-0"7"6'-8"7'-8"4'-0"9'-8"
3'-9"3'-10"
3'-5"3'-5"3'-0"3'-0"3'-0"2-2x10
2-2x10 2-2x10
2-2x10 4 1/2"4 1/2"8'-10 1/2"MANUF. TRUSSES
24 O.C.FP CHASEFALSE2-9 1/2" LSL (CONT.)2-9 1/2" LSL2-2x10(2) TR(2) TR2-2x102-9 1/2" LSLP.H.TRTB4x4 TRTD. COL.593068 PKT.3'-5"12'x11' DECKDECKING PER SPECS6x6 POSTS12'-0"4x4 POSTSEXTERIOR SCREENINGW/ OPEN RAIL MIN. 36"ONE COURSE GARAGE DROP PER SURVEYNOTE:ELEC.(NO GAS)2-11 7/8" LSL3-11 7/8" LSL
3-11 7/8" LSL
2-7 1/4" LSL CONT. MICRO/ OVENOPT. UPGRADED KITCHENDWGAS COOKTOPHOOD VENT ABV.(VENT TO OUTSIDE)REF.KITCHENOPT. EXP.ISLANDTemper-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).CS-PFCS-PF
5907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.OFSHEETSCALE: 1/4" = 1'-0"SECTION15N.T.S.HOUSE / DECK CONNECTION DETAIL45R-5 THERMAX ATINTERIOR FOUND.AS REQUIRED3/4" T & G FLOORNOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTSR=0.61R=49.00R=50.25R=0.58R=.061TOTALTRUSSES - 24" OCBLOWN INSULATIONINTERIOR AIR FILMVAPOR BARRIER15/32" OSB SHTG.15# FELTEXTERIOR AIR FILMICE AND SNOW SHIELD30 YR. ARCH. ASPHALT SHINGLES5/8" GYP BDALUM. SOFFIT & FASCIA1/2" GYP BDINTERIOR AIR FILMTOTALSIDING PER SPECS2x6 STUDS 16" OCR=1.06R=R=R=21.00R=0.45R=0.17R=23.36VAPOR BARRIERFULL WALL BATT INSUL.EXTERIOR AIR FILMR=0.687/16" OSB SHTG.8" AGGREGATE6 MIL POLY. LAP SEAMS 12"10"HEEL HT.1/2" GYP. SHEATHING ON GARAGE WALLS5/8" TYPE 'X' GYP. BD. ON GARAGE CEILS.18" FLOOR TRUSSES1'-8 1/4"9'-1 1/8"T.O. FOUND.T.O. SUBFLR.T.O. PLATETRUSSES @ 24" O.C.(DESIGNED BY MFR)612R-49 INSUL.10'-0"GARAGE4" SLOPED CONC.W/ REBAR PERENGINEERS REPORT10'-0" POURED WALLDRAIN TILE 10" POURED WALLR-5 INSUL. ATINTERIOR FOUND.9'-9 1/8"O. BATHOWNERS BDRM.20x8 CONC. FTG.16x8 CONC. FTG.16x8 CONC. FTG.NOTE: TOP HUNG TRUSSESAT FRONT OF HOME(10'-0" H. FDN. WALL)SPRAY FOAM RIMSPRAY FOAM RIM8'-10" +/-FOUND. HELD IN 2"FOR INSULATION TYP.NOTE:(INSUL. FLUSH w/ SHTG.)CANT. 2x8 SILL PLT. 1-1/2"3 1/2" CONC. FLOOR2" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.20x8 CONC. FTG.8 1/4"
6"
HEEL HT.6124"
HEEL HT.
9'-0"FUT. BDRM. #5R.I. BATH8 1/4"4"5'-6"8'-8"JOISTW/ 2-3/8" LAG BOLTSICE & WATER EXTENDS5" UP SHEATING UNDERINSTALL TOP OF LEDGER3 5/8" BELOW TOP OF3/4" SUBFLOOR (THISALLOWS 5/4 X 4 THRESHOLDAT DOOR)HANGERTREATED 2X10 LEDGERRUN HOUSE WRAP BEHINDLEDGER (LEAVE 6" TAIL@ TOP, BOTTOM, & SIDES)HOUSEWRAP@ 24" O.C. -OR-EMBED 2" MIN.8 INCHES O.C. MAX OR EQUAL,W/ "LEDERLOK" FASTENERSCONT. 2X4 RIBBONSPRAY FOAM INSUL. R-21 MIN.RIM BOARDTREATEDJOISTJOISTRIMBD.SKIRT1"HOUSEEND OF DECKHOUSE LATERAL LOAD SIMPSON DTT1Z DECK-TOCONNECTOR - (4) PER DECKOR 8-10DX1 1/2" NAILS6-SD#9X1 1/2" SCREWSHDG WASHER OR SDWH 3/8" HDG LAG SCREW WITHTIMBER-HEX HDG SCREW(SHOWN) INTO TOP PLATE,STUDS, OR HEADERCONT. 2X8 RIBBONDRAIN TILE3/4" WASHED ROCKCONTINUOUSUNDER SLAB0'-16"SILT FABRICFOUNDATION WALLCONC. FTG.4" DRAIN TILE 2SCALE: NO SCALE5TOP OF FDN.RIM DETAIL3SCALE: NO SCALE52" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.2" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.2x8 TRTD. SILLSHEATHING FLUSHWITH INSULATION NOTE:FOUNDATION TO BEHELD IN 2" FROMSHEATHING & OUTSIDEDIMENSIONS.CANTED 1-1/2"
6907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.OFSHEETSCALE: 1/4" = 1'-0"SECTION16N.T.S.PORTAL FRAME DETAIL26N.T.S.RADON DETAIL36SIMPSON STRONG TIE Ab46z4" LEDGEHEADERHURRICANE CLIP ATTACHEDTO COLUMN& BEAM11 7/8" OSB STRINGERW/ 2X4 BRACING10 1/2" BULLNOSE LSL TREAD1X8 PINE S4S RISERNOTE:MAX RISE= 7 3/4"MIN. RUN= 10"6'-8" CLEAR HEADROOMBATH 2BEDROOM #2GREAT RM.3/4" T & G FLOORNOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTSALUM. SOFFIT & FASCIA8" AGGREGATE6 MIL POLY. LAP SEAMS 12"18" FLOOR TRUSSES1'-8 1/4"9'-1 1/8"T.O. SUBFLR.T.O. PLATETRUSSES @ 24" O.C.(DESIGNED BY MFR)R-49 INSUL.10'-0"W/ REBAR PERENGINEERS REPORT10'-0" POURED WALLDRAIN TILE 10" POURED WALLR-5 INSUL. ATINTERIOR FOUND.20x8 CONC. FTG.16x8 CONC. FTG.NOTE: TOP HUNG TRUSSESAT FRONT OF HOME(10'-0" H. FDN. WALL)SPRAY FOAM RIMSPRAY FOAM RIM8'-10" +/-FOUND. HELD IN 2"FOR INSULATION TYP.NOTE:(INSUL. FLUSH w/ SHTG.)CANT. 2x8 SILL PLT. 1-1/2"3 1/2" CONC. FLOORCONC. STOOP2" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.PORCH12" SQ.LP COLUMN20x8 CONC. FTG.10"HEEL HT.612T.O. FOUND.MECH. / STORAGEFUT. FAMILY ROOM6129'-0"KITCHEN8 1/4"4x4 TRTD. COL.2x OVER 10" TRIM2535R-5 THERMAX ATINTERIOR FOUND.AS REQUIRED8" BOXED HEADERSIMPSON STHD14 HOLD DOWNSIMPSON LSTA36 STRAP ON INSIDE FACE OF WALL5/8" ANCHOR BOLT1/2" OSB SHEATHINGHEADER- SEE PLAN FOR SIZEFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN ASSHOWN, AND 3" O.C. IN ALL FRAMING MEMBERS TYP.SHEATHING SPLICE (IF NEEDED) MUST BELOCATED WITH-IN 24" OF THE MID HEIGHTOF THE DOOR OPENING. PROVIDE 2-2X6BLOCKING BEHIND SPLICEFASTEN TOP PLATE TO HEADER WITH2 ROWS OF 16d SINKER NAILS 3" O.C.BLOCK BACK SIDE OF HEADER FLUSH WITH STUDSAT STRAP LOCATIONSUNEXCAVATED SOILALL SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS ORPUNCTURES WILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BESEALED USING POLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPNGS.AN INSTALLED 3" GASTIGHT PVC PIPE WILL BE CONNECTED TO THE DRAINTILE SYSTEM. A "T" FITTING WILL BE INSTALLED WITH 10 L.F. EACH ENDOF THE "T", OF PERFORATED PIPE, INTO THE DRAIN TILE SYSTEM. THE SHORTEST ROUTE WILL BE USED TO EXIT THE ROOF SYSTEM, WITH A MAX. OF 2 90DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILLBE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "PASSIVERADON" AT ALL ACCESSIBLE LOCATIONS.AT ROOF EXIT LOCATIONS, MAINTAIN A 10' DISTANCE TO ANY WINDOWLOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THELOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANYOBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FANADDITION.
7907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.OFSHEETSCALE: 3/16" = 1'-0"ROOF PLAN17SADDLE
NOTE: SEE ROOF TRUSS LAYOUTFOR TRUSS DIRECTION AND GIRDER LOCATIONSPROVIDED BY MANUFACTURERPROVIDE ATTIC VENTILATION EQUAL TO 1/150thATTIC AREA. IF 50% OR MORE IS PROVIDED INUPPER PORTION OF THE ROOF AND REMAINDERIS PROVIDED IN SOFFIT VENTS, IT MAY BEREDUCED TO 1/300th ATTIC AREA.ICE AND WATER SHIELD6'-0" IN FROM EAVES1'-6" ON EACH SIDE OF VALLEYWHERE WALLS MEET ROOFICE & WATER SHIELD SHOULDRUN UP WALL 1'-6" AND OUTFROM WALL 1'-6"NOTE: NOTE: NOTE: 1'-6"1'-6"12:12RIDGE RIDGE1'-6"1'-6"1'-6"6:12 6:12
12:1212:1212:12RIDGE
RIDGE12:1212:12
SCALE: 1/4" = 1'-0"MAIN FLR. ELECTRICAL PLAN8907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.OFSHEETSCALE: 1/4" = 1'-0"LOWER LEVEL ELECTRICAL PLANSSTVABV. FP.NOTE:TECH TUBETVW.P.RGH.-IN FANG.F.I.P.
S3S3 OPT.LTS.PENDANT3SSC/L7'-6"3'-2"4'-9 1/2"TVDWGAS RANGEMICRO ABV.LNDRY.DRYERWASHER(VENT TO OUTSIDE)REF.KITCHENGREAT ROOMFOYERPORCHO. BATHGARAGEO. CLSTBATH 2BEDROOM #2OWNERS BDRM. SMOKECM / SDATTIC
ACCESS
MUDRM.DININGSD SMOKECM / GDOG.F.I.P.SG.F.I.P.G.F.I.P.
G.F.I.P.W.P.SSSSSSS3S3S3
S4
G.F.I.P.
S3S3
SS3 S3S3S3S
S3SS
S3
DISPSSS3STO LIGHTRGH.-IN FANOPT.SSG.F.I.P.G.F.I.P.ELEC.FAN R.I.ABOVE CAB.ABOVE CAB.ABOVE CAB.ABOVE CAB.DUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETDUPLEX OUTLET IN FLOOR220 VOLT OUTLETWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHCEILING MOUNTED INCANDESCENT LIGHT FIXTUREWALL MOUNTED INCANDESCENT LIGHT FIXTURERECESSED INCANDESCENT LIGHT FIXTURELIGHT FIXTURE WITH PULL CHAINTRACK LIGHTFLOURESCENT LIGHT FIXTUREEXHAUST FANEXHAUST FAN/LIGHT COMBINATIONCHIMES (OPTIONAL)SMOKE DETECTORTELEPHONE (OPTIONAL)TELEVISION (OPTIONAL)THERMOSTATELECTRIC METERELECTRIC PANELSPEAKER (OPTIONAL)TVTMCHSDP.C.SSS43W.P.ELECTRICAL KEYDUPLEX OUTLET (GROUND FAULT PROTECTED)G.F.I.P.RECESSED INCANDESCENT EYE BALL FIXTURECARBON MONOXIDE DETECTORCMGARAGE DOOROPENER OUTLETGDOFLUORESCENTLIGHT PER SPECFAN/LIGHT COMBOPREWIRE, PROVIDEADEQUATESUPPORT4 BULB FIXTURE3 BULB FIXTURE200 AMP SERVICELIGHTING PACKAGE: T.B.D.LINE TO DRYER: T.B.D.G.F.I.P.EXCH.AIRFURNF.D.WHMECH. / STORAGEWSBATHH20OPT.RADON VENT SMOKECM / SS3STO LIGHTw/ BRACKETG.F.I.P.SW.P.SSTVBEDROOM #3BEDROOM #4OFFICEBONUS ROOMG.F.I.P.SSS S3S3S SDSDFAN R.I.FAN R.I.SUMP
9907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.OFSHEET49" +/-NO HEARTHPER SPECS12" SURROUND @ FRONT ONLY42" W.GAS F.P.R.O. 42"x38 1/4" x 16 1/4"GATHERING RM. F.P. ELEV. 91SCALE: 3/8"=1'-0"MANTLE PER SPECS3'-0"3'-0"5'-0"4KITCHEN ELEV.9SCALE: 3/8"=1'-0"67" FIN.2KITCHEN ELEV.9SCALE: 3/8"=1'-0"2'-0"REFRIG.SPACE2'-0"3'-0"24" DEEPCROWN MLDGEND PANEL2'-0"3KITCHEN ELEV.9SCALE: 3/8"=1'-0"(SHTRCK. @ SIDES)60" TV(REF. ONLY)3'-8 1/2"2'-0"3'-0"2'-0"12'-6"D.W.SPACESINK1'-6"3'-0"CROWN 4'-6"3'-0" MLDG2'-0"2'-6"15" D.MICRORANGESPACE(VENT TOOUTSIDE)1'-6"1'-9"3'-0"OPT. BUILT-INS3'-0"1'-0"1'-9"3'-0"12'-3"1'-0"OPT. BUILT-INS3'-8 1/4"2'-11 1/4"5'-0"BATH 2 ELEV.96SCALE: 1/4"=1'-0"7'-0"MIRRORSPACEWASH.LNDRY. ELEV.SCALE: 3/8"=1'-0"DRYERSPACE30"CROWN MOULDING98C'TOPRAISEDOPT. 2" SUPPORT w/ FRONTLOAD W&D3'-5"
2'-11 1/4"3'-0"
7'-0"WALL MOUNT7'-9"O. BATH ELEV.97SCALE: 3/8"=1'-0"3'-0"1'-9"3'-0"MARBLE C'TOP.WHITE CULT.NOTE:OPT. w/ RAISED TOPWALL MOUNTMIRRORMARBLE C'TOP.WHITE CULT.NOTE:5OPT. BUILT-INS @ DINING ELEV.9SCALE: 3/8"=1'-0"CROWN MOULDINGGRANITE TOP w/ OPT. BUILT-INSGLASSGLASSGLASSGLASS NOTE: PUCK LTS. ATGLASS DOORS15" D.1'-9"1'-9"5'-5 1/4"2'-6"2'-6"49" +/-NO HEARTHPER SPECS12" SURROUND @ FRONT ONLY42" W.GAS F.P.R.O. 42"x38 1/4" x 16 1/4"GATHERING RM. F.P. ELEV. 91SCALE: 3/8"=1'-0"MANTLE PER SPECS3'-0"3'-0"5'-0"4KITCHEN ELEV.9SCALE: 3/8"=1'-0"67" FIN.2KITCHEN ELEV.9SCALE: 3/8"=1'-0"2'-0"REFRIG.SPACE2'-0"3'-0"24" DEEPCROWN MLDGEND PANEL2'-0"3KITCHEN ELEV.9SCALE: 3/8"=1'-0"(SHTRCK. @ SIDES)60" TV(REF. ONLY)3'-8 1/2"2'-0"3'-0"2'-0"12'-6"D.W.SPACESINK1'-6"3'-0"CROWN 4'-6"3'-0" MLDG2'-0"2'-6"15" D.MICRORANGESPACE(VENT TOOUTSIDE)1'-6"1'-9"3'-0"OPT. BUILT-INS3'-0"1'-0"1'-9"3'-0"12'-3"1'-0"OPT. BUILT-INS3'-8 1/4"
BW07-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.11-6-20 HDRS.11-10-20 REV.SHEETN.T.S.MAIN LEVEL BRACEWALL1BWN.T.S.BRACEWALL DETAILS3BWN.T.S.LOWER LEVEL BRACEWALL2BWLNDRY.DRYERWASHERKITCHENGREAT ROOMFOYERPORCHO. BATHGARAGEO. CLSTBATH 2BEDROOM #2OWNERS BDRM.ATTICACCESSMUDRM.DININGGARAGE PORTAL FRAMING PER BUILDING CODE IRC R602.10.6.4BRACED WALL METHOD CS-WSP3'-2" PANEL4'-0" PANEL 4'-0" PANEL4'-0" PANEL4'-0" PANEL
4'-0" PANEL
BRACED WALLLINE 1
BRACED WALLLINE ABRACED WALLLINE CBRACED WALLLINE 24'-0" PANEL4'-0" PANEL4'-0" PANEL 4'-0" PANEL3'-2" PANEL3'-5" PANEL3'-5" PANEL6'-7" PANEL3'-1" PANELBRACED WALLLINE B8'-0" GYP. PANEL8'-0" GYP. PANEL1'-10" PANEL1'-10" PANELMIN. 3''x11 1/4'' NET HEADER(STEEL HDR. PROHIBITED)EXTENT OF HEADER W/ SINGLE PORTAL FRAMEONE BRACED WALL PANEL10'-0'' MAX. HEIGHT(TOP OF HDR.)TOP OF FDN.TOP OF CONC FLOOR AT OPENINGMIN. 2-2x4 FRAMINGSTUD POSTCONTINUOUS HEADER WITH DOUBLE PORTAL FRAMESTWO BRACED WALL PANELS6' TO 18' OPENINGFASTEN TOP PLATE TO HEADER W/ 2ROWS OF 16d SINKER NAILS @ 3'' O.C. TYP.1000 LB. STRAP OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER W/ 8dCOMMON OR GALV. BOX NAILS IN 3'' GRIDPATTERN SHOWN AND 3'' O.C. IN ALLFRAMING(STUDS, BLOCK'G AND SILLS)TYP.MIN. WIDTH PER TABLE R602.10.53/8'' MIN. WOOD STRUCTURAL PANEL SHEATH
'G.MIN. 2-2x4MIN. 4200 LB. TIE DOWN DEVICE(EMBED INTOFOUNDATION AND NAILED INTO FRAMINGMIN. (2) 1/2'' DIA. ANCHOR BOLT INSTALLED PER R403.1.6WSEE LEFT FORTYP. PORTALFRAME CONST.FOR A PANEL SPLICE(IF NEEDED) PANELEDGES SHALL BEBLOCKED AND OCCURWITHIN 24'' OF MID-HEIGHT. ONE ROW OFTYP. SHEATH'G. TOFRAMING NAILING ISREQUIRED.IF 2x4 BLOCK'G. IS USEDTHE 2x4'S MUST BE NAILEDTOGETHER W/ 3 16dSINKER NAILSW/ 2''x2''x3/16'
' PLATE WASHER
12'-0'' MAX. HEIGHT(TOP OF WALL)FULL HEIGHT OF WALL - SEE TO RIGHT FOR SPLICESPONY WALL HT.EXTENT OF HEADERTENSION STRAP PERTABLE R602.10.6.4 (ONOPPOSITE SIDE OFSHEATHINGANCHOR BOLTSPER SECTIONR403.1.6BRACED WALL LINECONTINUOUSLYSHEATHED WITHWOOD STRUCTURALPANELSTOP OF FLOOR AT OPENINGFLOOR FRAMING ASSEMBLY PER PLAN W/ WOOD STRUCTURAL PANEL SHEATHINGTOP OF FLOOR AT OPENINGFLOOR FRAMING ASSEMBLY PER PLANWOOD STRUCTURAL PANEL SHEATHINGTO TOP OF BAND OR RIM JOISTNAIL SOLE PLATE TO FLRFRAMING PERTABLE R602.3(1)(2) FRAMING ANCHORS APPLIED ACROSSSHEATHING JOINT WITH A CAPACITY OF670# IN HORIZ. AND VERT. DIRECTIONSSEE LEFT FORTYP. PORTALFRAME CONST.ON CONCRETE FOUNDATIONON RAISED WOOD FLOOR - FRAMING ANCHOR OPTIONTOP OF FLOOR AT OPENINGFLOOR FRAMING ASSEMBLY PER PLAN W/ WOOD STRUCTURAL PANEL SHEATHINGTOP OF FLOOR AT OPENINGFLOOR FRAMING ASSEMBLY PER PLANWOOD STRUCTURAL PANEL SHEATHINGTO TOP OF BAND OR RIM JOISTNAIL SOLE PLATE TO FLRFRAMING PERTABLE R602.3(1)SEE LEFT FORTYP. PORTALFRAME CONST.ON RAISED WOOD FLOOR - OVERLAP FLOOR OPTIONMIN. OVERLAP 9 1/4''WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTMIN. OVERLAP 9 1/4''ATTACH TO RIM/BAND JOIST W/ 8dCOMMON NAILS AT 3'' O.C. AS SHOWNDBL TOP PLATEBOTTOM PLATESTUDS AT 16'' O.C.W/ 6d NAILS @ 6'' O.C.4'-0"8'-0'' MIN., SEE PLAN
INTERMEDIATE6''
3"W/ 6d NAILS @ 3'' O.C.EDGES NAILEDBEDROOM #3BEDROOM #4BRACED WALLLINE A-14'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL
27'28'40'50'56'1'
21'19'6'TRUSS END MARKED WITH (X) CORRESPONDSWITH THE LEFT END ON THE TRUSS DRAWINGS.
BOX VAULTS ARE MADE 1 1/2" LARGER FOR2x4 FRAMING.
ROOF TRUSS LAYOUT LTHJA26LTHJA26LTHJA26HUS26 HANGERS TYP PG1PG2A1-GR
A2
A2
A3-GRB1-GRB2B3B4B5B5B5B5B6B6B6B6B7B8B9B10B11-GRJ1-CGJ
1-CGJ2J2J2J3
J3 J3
J4
J4
J4
J5 J5
J5
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J6
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J8-CGPB1PB1PB2PB2PB2PB2PB2PB2PB2C1-GE
C2
C2
C3
D1-GED2D2D2D2D2D2D2D2D2E1-SGV1-GE
V2
V3
V4
V5
V6
V7
V13
V14
V15
V16
V8
V9
V10
V11
V12
2'6"14'6"5'28'40'50'11'6"8'7'6"13'
TRUSS LAYOUT STARTPOINT @ 19.2" O.C.
TRUSS END MARKED WITH (X) CORRESPONDSWITH THE LEFT END ON THE TRUSS DRAWINGS.
ALTER TRUSS SPACING UP TO 3 1/2" FORPLUMBING AND MECHANICAL LOCATIONSPLUMBING SYMBOLS ARE FOR ILLUSTRATIVE
PURPOSES ONLY. ACTUAL LOCATIONS MAY VARY.FRAMERS ARE TO SHIFT TRUSSES AS NEEDED.
TRUSSES SPLIT ON WALLS HAVE 1/4" GAP.
FLOOR TRUSS LAYOUTSHIFT TRUSS AS NEEDEDTO AVOID PLUMBINGSHIFT TRUSS AS NEEDEDTO AVOID PLUMBINGA1A1A1A1A1A1A1B1C1C1C1C1C1D1D1D2D2D2D2D2D2D2D2D2E1E1E1E1F1F2F2F2F2G1G1G1G1G1G1G1
19SCALE: 1/4" = 1'-0"FRONT ELEVATIONGENERAL NOTES:1. ALL DOOR AND WINDOW HEADERS TO BE S.P.F. #2 OR BETTER, SEE PLANS FOR SIZES.2. HOUSE TO BE BUILT PER CURRENT I.R.C. CODES.3. VERIFY GRADES AND ADJUST FOUNDATION/FOOTING STEPS AS NEEDED.4. SEE PLANS FOR CEILING HEIGHTS5. 4' HIGH POURED FDN. WALLS STD.6. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING AND FOUNDATION.7. ALL TRADES & SUPPLIERS TO REVIEW & VERIFY INFORMATION PERTINENT TO THEIR WORK AND NOTIFY CONST. OF ANYDISCREPANCIES PRIOR TO CONSTRUCTION.8. NOTED CABINET SIZES ARE +/- AND TO BE FIELD VERIFIED.9. TRADES TO VERIFY BASE AND TRIM SIZE PRIOR TO CONSTRUCTION.10. ALL WALLS MORE THAN 10' H. TO BE S.P.F. #2 OR BETTER. 11. EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY:HOME SITE, FILL AND TOPOGRAPHY WILL DICTATEACTUAL GRADES AND MAY VARY FROM THOSE SHOWN ON THE PLAN.12. NOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTSOFSHEET07-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.SEE ROOF PLAN FORROOF PITCHES ANDOVERHANGS25'-6"CONC. PORCH4" TRIM TYP.6:12T.O. 3048 SHALUM. SOFFIT& FASCIA30 YR. ARCH. ASPHALT SHINGLES2x OVER 6" TRIM14" LP COLUMN, TYP.
9'-1 1/8"T.O. SUBFLR.T.O. PLATE 1'-8 1/4"T.O. FDN.9'-9 1/8"@ GARAGET.O. PLATE 12121212STAT. (BLACKENED)1'-0"
6" TRIM
12" CANT.10" TRIM12" CANT.METAL CORNERSTYP.SADDLEC/LT.O. FDN.8'-11 1/2"@ DORMERT.O. PLATE8'-3 1/4"FP CHASE24"x60" FALSE6" TRIM & BATTENPER SPECS10" TRIMC/L2x OVER 6" TRIMGLS.GLS.GLS.GLS.LP BOARDSTONE TOTAL: 79 SQ. FT. (29.4%)TOTAL SQ. FT.: 269 SQ. FT.MATERIAL CALCULATIONS: FRONT ELEV.LP LAP SIDING TOTAL: 30 SQ. FT. (11.2%)LP B&B TOTAL: 117 SQ. FT. (43.5%)LP TRIM / PANEL: 43 SQ. FT. (16%)STONE TOTAL: 79 SQ. FT. (4.0%)TOTAL SQ. FT.: 1,900MATERIAL CALCULATIONS: ALL ELEV.LP LAP SIDING TOTAL: 1548 SQ. FT. (81.2%)LP B&B TOTAL: 230 SQ. FT. (11.6%)LP TRIM / PANEL: 123 SQ. FT. (6.2%)LP PANEL8" BOXED HEADER
EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY:HOME SITE, FILL AND TOPOGRAPHY WILL DICTATEACTUAL GRADES AND MAY VARY FROM THOSE SHOWN ON THE PLAN.2907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.OFSHEETSIDE ELEVATIONSIDE ELEVATIONSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"REAR ELEVATIONSCALE: 1/8" = 1'-0"@ GARAGE9'-9 1/8"T.O. FDN.A/C UNITT.O. PLATE9'-1 1/8"T.O. SUBFLR.T.O. FDN.10'-8 1/4"10" TRIM12:12126126T.O. PLATESEE ROOF PLANFOR PITCHES ANDOVERHANGS8" TRIM8'-11 1/2"@ DORMERT.O. PLATE12:12ROOF LINEBEYONDLP CORNERS4" TRIM @ WDWS. & DOORS TYP.@ GARAGE12:12ALUM. SOFFIT& FASCIA126T.O. PLATE9'-1 1/8"T.O. SUBFLR.T.O. FDN.10'-8 1/4"12612" CANT.T.O. PLATEFP VENTSEE ROOF PLANFOR PITCHES ANDOVERHANGS@ DORMERT.O. PLATELP SIDING PER SPECS12:1212:12LP CORNERS4" TRIM @ WDWS. & DOORS TYP.T.O. PLATE9'-1 1/8"T.O. SUBFLR.T.O. FDN.10'-8 1/4"SEE ROOF PLANFOR PITCHES ANDOVERHANGSALUM. SOFFIT& FASCIA6:12LP SIDING PER SPECS12" CANT.10" TRIM10" TRIMLP CORNERS4" TRIM @ WDWS. & DOORS TYP.
SCALE: 3/16" = 1'-0"FOUNDATION PLAN3907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.OFSHEETA/C UNITw/ BRACKETFURNF.D.WHMECH. / STORAGEWS3068266830" V.CONC.H.B.H.B.2" LEDGE TYP. TO PROVIDE ADD'L.SUPPORT FOR FILL FOR SLABTYP. FND @ HOUSE / GARAGE10" POURED CONC. W/ 4" LEDGE INSIDE20X8 CONC. FTG.2" FOAMSUMPH204" LEDGE2" FOAMTYP. FND @ STOOP10" POURED CONC. W/ 4" LEDGE INSIDE20X8 CONC. FTG.UNEXCAVATED2"NOTE: NO DRYWALL @ CLG.REQUIRED IN THIS AREA -FIRE BLOCK @ PERIMETEROF OPNG. (80 SQ. FT. MAX.)6"2"RADON VENT TOTERMINATE IN SUMP BASKET6"4"10"GARAGE/HOUSE COMMON WALL2x8 TREATED SILLOVERHANG FDN. 2''GARAGE SLAB2'' RIGID INSUL.MAIN FLRSEE FIRST FLOOR FORGARAGE DOOR SIZE FOR M.O.NOTE:4" LEDGE6"2"3 1/2'' CONC. FLOORTYP. FND @ HOUSE8" POURED CONC. (9' H.)20X8 FTGREBAR PER CODETYP. FND @ BRG. WALL2x4 STUDS 16" O.C.16X8 FTGREBAR PER CODE4" CONC. CURB KITCHEN ISLAND ABV.FLR. TRUSS CO. 2
4
6
8
OPT.18" FLR. TRUSSES
19.2" O.C. SPACING
RADON VENTFOUND. HELD IN 2"FOR INSULATIONNOTE:(TYP.)NOTE: EXTERIOR HOUSE AND GARAGE/HOUSECOMMON FDN. WALLS TO BE HELD 2'' IN. DIMENSIONS SHOWN ARE TO FACE OF 2''EXTERIOR RIGID INSULATION & FRAMING ABOVE TO BE 5000 PSI CONC.NOTE: ALL FOOTINGS 2'' MIN.2x8 TREATEDSILL-OVERHANGFDN. 1 1/2''8"2"TYP. SIDEWALL DETAILFOUND. HELD IN 2"FOR INSULATIONNOTE:(TYP.)2"2"9'-0" POURED FDN.891 FINISHED SQ. FT.FILL FOR SLABUP 17 R (10" T.,7-3/4" MAX. R.)40'-0"12'-0"14'-0"56'-0"
6'-0"50'-0"
56'-0"
1'-0"28'-0"27'-0"
14'-4"13'-8"8'-0 1/2"11'-6"5'-0"
7'-6"14'-6"
2'-6"40'-0"20'-0"20'-0"21'-0"13'-0"7'-0" & HOUSE/PORCH 16'-0"10'-6"9'-6"18" FLR. TRUSSES
19.2" O.C. SPACING
3-9 1/2" LSL (DR)FOUND. HELD IN 2"FOR INSULATIONNOTE:(TYP.)2x10 TRTD. JOISTS
16" O.C. SPACING 3-2x10 TRTD. (FL) SMOKECM / 12" CANT. ABV.2x6 BRG.18" FLR. TRUSSES
19.2" O.C. SPACING
10' H. FOUND. WALL@ FRONT OF HOMENOTE:10' H. FOUND. WALL@ FRONT OF HOMENOTE:w/ TOP HUNG TRUSSESw/ TOP HUNG TRUSSES10' H. FOUND. WALL@ FRONT OF HOMENOTE:w/ TOP HUNG TRUSSES11'-1 1/2"3'-4 1/4"9'-8"15'-10 1/4"11'-8 3/4"3'-2"11'-1 1/2"13'-0 1/4"3'-9"3'-10"7'-1 1/2"21'-3"11'-6"17'-3"10'-1 1/2"10'-4"30"x30" CONC.PAD FTG.6x6 COL.6x6 POST ON MIN. 12" DIA.6x6 TRTD. COL.2-2x10 (FL)(2) TR3-9 1/2" LSL (DR)5'-5"2'-9 3/8"3'-0 1/8"2'-5 1/2"REBAR PER CODE2" RIGID INSUL. (INSIDE)CONC. FOUND. WALLS2x6 STUDS @ 16" O.C. ON20"x8" CONT. CONC. FTGS.4'-0" H. x 8" W. POUREDEXTERIOR WALK-OUT WALLS1 TRTD. PLATE ON6'x6'-8" PATIO DR.2-9 1/2" LSL8'-10"6'-3 1/4"4'-6 1/4"6'-9"4060 SH @ 7'2-9 1/2" LSL4060 SH @ 7'2-9 1/2" LSLLINENSH.BEDROOM #39' CLG. / CARPET(10'-0"x13'-0") (127 SQ. FT.)5/0 BI-PASS
R&SH
2
6
6
8
BEDROOM #49' CLG. / CARPET(12'-0"x9'-7") (123 SQ. FT.)BONUS ROOM9' CLG. / CARPET(14'-8"x32'-0") (282 SQ. FT.)6'-0 1/4"11'-3 1/4"12'-3 1/2"14'-0 3/4"5'-2 3/4"10'-3"3'-5"HALL9' CLG. / CARPETONE COURSE GARAGE DROP PER SURVEYNOTE:2'-4 1/2"R&SH
LVL (DR)2668CARPETCARPET2'-10"11'-0"
2x10 TRTD. JOISTS
16" O.C. SPACING CONC. PIER W/ MIN. OF 24" DIA.CONC. FOOTING PIER 60" TALLFIBRGLS.60x36 SHWR.
UNIT
3-14" LVL3-2x12 Trtd.3 Trimmers
SCALE: 3/16" = 1'-0"MAIN FLOOR PLAN4907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.OFSHEETP.H.
TB
TRDWGAS RANGEMICRO ABV. FLUSH OH. LNDRY.DRYERWASHER9' CLG. / LVPWIRE SH. 29 (OPT. UPPERS)39(VENT TO OUTSIDE)NOTE: - STD. BASE & CASING TO BE PRINCETON- 1/2 WALL w/ WD. CAP & INVERTED CASINGNOTE: 2X6 EXT. WALLS U.N.O.2X4 INT. WALLS U.N.O.- 42" UPPER CABINETSDOOR ROUGH OPENINGS:83" HEIGHT82" OVER VINYLCERAMIC TILE & WOOD82" OVER CARPETSRO = SHEET ROCKED OPNGBIFOLD DOORS:PREHUNG UNITS:2" WIDER THAN DOOR(EXAMPLE: 2668 )1 3/8" WIDER THAN DOORFINISH SIZE NOTED ON PLANCO = CASED OPENING ( WOOD )(EXAMPLE: 2668 )FINISH SIZE NOTED ON PLANRO. 1 1/2" WIDER, 83" HIGHR.O. 1" WIDER, 83" HIGHPER SPECSDRIVEWAYNOTE:REF.49KITCHEN9' CLG. / LVP12'-3" x 12'-6" (155 SQ. FT.)59BUILT-INS793-14" LVLGREAT ROOM9' CLG. / LVP FLR.42" GAS F.P.12'-8" x 13'-0" (167 SQ. FT.) / LVP42" W. CONC. SIDEWALKOPT.FIBRGLS.60x36 SHWR.UNIT5'-0"2
1
0
6
8
2-9 1/2" LSL2x6 FOYER9' CLG. / LVP6'-11" x 7'-1" (51 SQ. FT.)PORCHCONCRETEO. BATH9' CLG. / VIN.2x6 WALLS U.N.O.4" SLOPED CONC.GARAGE CEIL. TO BE 5/8" TYPE 'X'GYP. BD. WALLS TO BE 1/2" GYP.SHEATHING. ALL WALLS & CEILINGS TOHAVE ONE COAT FIRETAPEGARAGESLOPE CONC.6'x8' PATIO DR.16'x7' O.H.D.R.O. 16'-1" FRAMINGO. CLST8' CLG. / CARPET36" VAN. BATH 2BEDROOM #226683648 SH @ 8'9' CLG. / CARPET9' CLG. / VIN.1/2 WALL w/ WD. CAPMANUF. TRUSSES
24 O.C.
OPT. BUFFET CABS.(12'-0"x12'-0")EXTERIOR FLOOR PLAN DIMENSIONSARE TO OUTSIDE OF SHEATHING, INTERIORDIMENSIONS ARE TO FRAMING.NOTE: ALL DRS/ WIN.'S REQUIRE 4" ON SIDES FOR CASINGNOTE: 2X6 EXT. WALLS U.N.O.2X4 INT. WALLS U.N.O.HEADER SPANS:UP TO 4'-11'' = 1 TRIMMER5'-0'' AND BIGGER = 2 TRIMMERSUNLESS NOTED OTHERWISEINDICATES LOCATION OF SOLID BRG.32x60FGLS.
TUB / SH (134 SQ. FT.)OWNERS BDRM.9' CLG. / CARPET(12'-6"x13'-0") (164 SQ. FT.) SMOKECM / SD2 - 4072 SH @ 8'DN 17 R (10" T.,7-3/4" MAX. R.)2x68/0 H. SOFFITMANUF. TRUSSES
24 O.C.12" LP COL.* BEADBD. CLG.ATTIC
ACCESSAPPROX. 490 SQ. FT.MUDRM.9' CLG. / LVPBENCH / APPROX. 9'-0'' CLG. @ MAIN LEVELAPPROX. 1,592 SQ. FT. HOOKS3068 MTL.3080 MTL.
R&SH
2 - 2068
2668R&SH
24
6
8 2668 2
0
6
8
R&SHR&SHLINENSH.9' CLG. / CARPET9' CLG. 8' SOFFIT 28688' SOFFIT(5) SH.(5) SH.9' CLG. / LVP 2
6
6
8
R&SH
R&SH
36" VAN. LIN.CAB. 30683068 PKT.FLDG. C'TOP.
(OPEN UNDER)2 - 4072 SH @ 8'60" VAN. DINING9' CLG. / LVP FLR.10'-0" x 9'-0" (90 SQ. FT.)3672 SH @ 8'3672 SH @ 8'4872 PICT. @ 8'14'x16' PORCHDECKING PER SPECSMANUF. TRUSSES
24 O.C.40'-0"2'-10"14'-0"8'-10"11'-6"12'-11"6'-9"56'-0"
6'-0"50'-0"
12'-8"5'-0 1/2"5'-5 1/2"12'-8 3/4"7"3'-11"5'-2 1/2"4'-4 3/4"
6'-2 1/4"6'-6 1/2"
56'-0"
1'-0"28'-0"27'-0"
14'-4"13'-8"
3'-2"8'-0 1/2"11'-6"5'-0"
7'-6"
14'-6"
2'-6"40'-0"20'-0"20'-0"21'-0"13'-0"7'-0"6'-7"6'-5"16'-0"10'-6"9'-6"RADON VENT2x6PA4"8'-1"4"12'-3"2-7 1/4" LSL (DR)2-2x8 (DR)4"LP SOFFITSD SMOKECM / OPT. VAULT6919BUILT-INSOPT.
OPT. 2-2668 PKT.
2'-4 1/4"1'-10 1/2"
2424 PICT. @ 8'2424 PICT. @ 8'
2'-0 1/2"2'-0 1/2"
or 3068 BARN DR.OPT. EXP.ISLANDINDICATEDSTONE WHERE2448 SH @ 8'
5'-0"WD. STEPS2'-9"4'-4"3'-9"2'-9"5'-4 3/4"6'-1 1/4"6'-1 1/4"4'-8 3/4"12'-11 1/4"7'-0 3/4"2'-0"1'-4"7'-10"15'-0 1/2"2'-7 1/2"2'-4"6'-2 3/4"3'-6"3'-0 1/2"4'-11 1/2"2'-8 3/4"2'-0"
4'-0"5'-0"12"CANT.9'-4"5'-2"
2'-6"36" H. WALL w/ WD. CAP1'-3"3 1/2"3'-10"8"6'-8"7'-8"4'-0"9'-8"
3'-9"3'-10"
3'-5"3'-5"3'-0"3'-6"3'-6"2-2x10
2-2x10 2-2x10
2-2x10 4 1/2"4 1/2"8'-10 1/2"MANUF. TRUSSES
24 O.C.FP CHASEFALSE2-9 1/2" LSL (CONT.)2-9 1/2" LSL2-2x10(2) TR(2) TR2-2x102-9 1/2" LSLP.H.TRTB4x4 TRTD. COL.593068 PKT.3'-5"12'x11' DECKDECKING PER SPECS12'-0"EXTERIOR SCREENINGW/ OPEN RAIL MIN. 36"ONE COURSE GARAGE DROP PER SURVEYNOTE:ELEC.(NO GAS)LVL MICRO/ OVENOPT. UPGRADED KITCHENDWGAS COOKTOPHOOD VENT ABV.(VENT TO OUTSIDE)REF.KITCHENOPT. EXP.ISLAND3-11 7/8" LSL2-11 7/8" LSL2-7 1/4" LSL Cont.
5907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.OFSHEETSCALE: 1/4" = 1'-0"SECTION15N.T.S.HOUSE / DECK CONNECTION DETAIL45R-5 THERMAX ATINTERIOR FOUND.AS REQUIRED3/4" T & G FLOORNOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTSR=0.61R=49.00R=50.25R=0.58R=.061TOTALTRUSSES - 24" OCBLOWN INSULATIONINTERIOR AIR FILMVAPOR BARRIER15/32" OSB SHTG.15# FELTEXTERIOR AIR FILMICE AND SNOW SHIELD30 YR. ARCH. ASPHALT SHINGLES5/8" GYP BDALUM. SOFFIT & FASCIA1/2" GYP BDINTERIOR AIR FILMTOTALSIDING PER SPECS2x6 STUDS 16" OCR=1.06R=R=R=21.00R=0.45R=0.17R=23.36VAPOR BARRIERFULL WALL BATT INSUL.EXTERIOR AIR FILMR=0.687/16" OSB SHTG.8" AGGREGATE6 MIL POLY. LAP SEAMS 12"10"HEEL HT.1/2" GYP. SHEATHING ON GARAGE WALLS5/8" TYPE 'X' GYP. BD. ON GARAGE CEILS.18" FLOOR TRUSSES1'-8 1/4"9'-1 1/8"T.O. FOUND.T.O. SUBFLR.T.O. PLATETRUSSES @ 24" O.C.(DESIGNED BY MFR)612R-49 INSUL.10'-0"GARAGE4" SLOPED CONC.W/ REBAR PERENGINEERS REPORT10'-0" POURED WALLDRAIN TILE 10" POURED WALLR-5 INSUL. ATINTERIOR FOUND.9'-9 1/8"O. BATHOWNERS BDRM.20x8 CONC. FTG.16x8 CONC. FTG.16x8 CONC. FTG.NOTE: TOP HUNG TRUSSESAT FRONT OF HOME(10'-0" H. FDN. WALL)SPRAY FOAM RIMSPRAY FOAM RIM8'-10" +/-FOUND. HELD IN 2"FOR INSULATION TYP.NOTE:(INSUL. FLUSH w/ SHTG.)CANT. 2x8 SILL PLT. 1-1/2"3 1/2" CONC. FLOOR2" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.20x8 CONC. FTG.8 1/4"
6"
HEEL HT.6124"
HEEL HT.
9'-0"FUT. BDRM. #5R.I. BATH8 1/4"4"5'-6"8'-8"JOISTW/ 2-3/8" LAG BOLTSICE & WATER EXTENDS5" UP SHEATING UNDERINSTALL TOP OF LEDGER3 5/8" BELOW TOP OF3/4" SUBFLOOR (THISALLOWS 5/4 X 4 THRESHOLDAT DOOR)HANGERTREATED 2X10 LEDGERRUN HOUSE WRAP BEHINDLEDGER (LEAVE 6" TAIL@ TOP, BOTTOM, & SIDES)HOUSEWRAP@ 24" O.C. -OR-EMBED 2" MIN.8 INCHES O.C. MAX OR EQUAL,W/ "LEDERLOK" FASTENERSCONT. 2X4 RIBBONSPRAY FOAM INSUL. R-21 MIN.RIM BOARDTREATEDJOISTJOISTRIMBD.SKIRT1"HOUSEEND OF DECKHOUSE LATERAL LOAD SIMPSON DTT1Z DECK-TOCONNECTOR - (4) PER DECKOR 8-10DX1 1/2" NAILS6-SD#9X1 1/2" SCREWSHDG WASHER OR SDWH 3/8" HDG LAG SCREW WITHTIMBER-HEX HDG SCREW(SHOWN) INTO TOP PLATE,STUDS, OR HEADERCONT. 2X8 RIBBONDRAIN TILE3/4" WASHED ROCKCONTINUOUSUNDER SLAB0'-16"SILT FABRICFOUNDATION WALLCONC. FTG.4" DRAIN TILE 2SCALE: NO SCALE5TOP OF FDN.RIM DETAIL3SCALE: NO SCALE52" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.2" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.2x8 TRTD. SILLSHEATHING FLUSHWITH INSULATION NOTE:FOUNDATION TO BEHELD IN 2" FROMSHEATHING & OUTSIDEDIMENSIONS.CANTED 1-1/2"
6907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.OFSHEETSCALE: 1/4" = 1'-0"SECTION16N.T.S.PORTAL FRAME DETAIL26N.T.S.RADON DETAIL36SIMPSON STRONG TIE Ab46z4" LEDGEHEADERHURRICANE CLIP ATTACHEDTO COLUMN& BEAM11 7/8" OSB STRINGERW/ 2X4 BRACING10 1/2" BULLNOSE LSL TREAD1X8 PINE S4S RISERNOTE:MAX RISE= 7 3/4"MIN. RUN= 10"6'-8" CLEAR HEADROOMBATH 2BEDROOM #2GREAT RM.3/4" T & G FLOORNOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTSALUM. SOFFIT & FASCIA8" AGGREGATE6 MIL POLY. LAP SEAMS 12"18" FLOOR TRUSSES1'-8 1/4"9'-1 1/8"T.O. SUBFLR.T.O. PLATETRUSSES @ 24" O.C.(DESIGNED BY MFR)R-49 INSUL.10'-0"W/ REBAR PERENGINEERS REPORT10'-0" POURED WALLDRAIN TILE 10" POURED WALLR-5 INSUL. ATINTERIOR FOUND.20x8 CONC. FTG.16x8 CONC. FTG.NOTE: TOP HUNG TRUSSESAT FRONT OF HOME(10'-0" H. FDN. WALL)SPRAY FOAM RIMSPRAY FOAM RIM8'-10" +/-FOUND. HELD IN 2"FOR INSULATION TYP.NOTE:(INSUL. FLUSH w/ SHTG.)CANT. 2x8 SILL PLT. 1-1/2"3 1/2" CONC. FLOORCONC. STOOP2" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.PORCH12" SQ.LP COLUMN20x8 CONC. FTG.10"HEEL HT.612T.O. FOUND.MECH. / STORAGEFUT. FAMILY ROOM6129'-0"KITCHEN8 1/4"4x4 TRTD. COL.2x OVER 10" TRIM2535R-5 THERMAX ATINTERIOR FOUND.AS REQUIRED8" BOXED HEADERSIMPSON STHD14 HOLD DOWNSIMPSON LSTA36 STRAP ON INSIDE FACE OF WALL5/8" ANCHOR BOLT1/2" OSB SHEATHINGHEADER- SEE PLAN FOR SIZEFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN ASSHOWN, AND 3" O.C. IN ALL FRAMING MEMBERS TYP.SHEATHING SPLICE (IF NEEDED) MUST BELOCATED WITH-IN 24" OF THE MID HEIGHTOF THE DOOR OPENING. PROVIDE 2-2X6BLOCKING BEHIND SPLICEFASTEN TOP PLATE TO HEADER WITH2 ROWS OF 16d SINKER NAILS 3" O.C.BLOCK BACK SIDE OF HEADER FLUSH WITH STUDSAT STRAP LOCATIONSUNEXCAVATED SOILALL SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS ORPUNCTURES WILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BESEALED USING POLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPNGS.AN INSTALLED 3" GASTIGHT PVC PIPE WILL BE CONNECTED TO THE DRAINTILE SYSTEM. A "T" FITTING WILL BE INSTALLED WITH 10 L.F. EACH ENDOF THE "T", OF PERFORATED PIPE, INTO THE DRAIN TILE SYSTEM. THE SHORTEST ROUTE WILL BE USED TO EXIT THE ROOF SYSTEM, WITH A MAX. OF 2 90DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILLBE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "PASSIVERADON" AT ALL ACCESSIBLE LOCATIONS.AT ROOF EXIT LOCATIONS, MAINTAIN A 10' DISTANCE TO ANY WINDOWLOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THELOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANYOBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FANADDITION.
7907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.OFSHEETSCALE: 3/16" = 1'-0"ROOF PLAN17SADDLE
NOTE: SEE ROOF TRUSS LAYOUTFOR TRUSS DIRECTION AND GIRDER LOCATIONSPROVIDED BY MANUFACTURERPROVIDE ATTIC VENTILATION EQUAL TO 1/150thATTIC AREA. IF 50% OR MORE IS PROVIDED INUPPER PORTION OF THE ROOF AND REMAINDERIS PROVIDED IN SOFFIT VENTS, IT MAY BEREDUCED TO 1/300th ATTIC AREA.ICE AND WATER SHIELD6'-0" IN FROM EAVES1'-6" ON EACH SIDE OF VALLEYWHERE WALLS MEET ROOFICE & WATER SHIELD SHOULDRUN UP WALL 1'-6" AND OUTFROM WALL 1'-6"NOTE: NOTE: NOTE: 1'-6"1'-6"12:12RIDGE RIDGE1'-6"1'-6"1'-6"6:12 6:12
12:1212:1212:12RIDGE
RIDGE12:1212:12
SCALE: 1/4" = 1'-0"MAIN FLR. ELECTRICAL PLAN8907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.OFSHEETSCALE: 1/4" = 1'-0"LOWER LEVEL ELECTRICAL PLANSSTVABV. FP.NOTE:TECH TUBETVW.P.RGH.-IN FANG.F.I.P.
S3S3 OPT.LTS.PENDANT3SSC/L7'-6"3'-2"4'-9 1/2"TVDWGAS RANGEMICRO ABV.LNDRY.DRYERWASHER(VENT TO OUTSIDE)REF.KITCHENGREAT ROOMFOYERPORCHO. BATHGARAGEO. CLSTBATH 2BEDROOM #2OWNERS BDRM. SMOKECM / SDATTIC
ACCESS
MUDRM.DININGSD SMOKECM / GDOG.F.I.P.SG.F.I.P.G.F.I.P.
G.F.I.P.W.P.SSSSSSS3S3S3
S4
G.F.I.P.
S3S3
SS3 S3S3S3S
S3SS
S3
DISPSSS3STO LIGHTRGH.-IN FANOPT.SSG.F.I.P.G.F.I.P.ELEC.FAN R.I.ABOVE CAB.ABOVE CAB.ABOVE CAB.ABOVE CAB.DUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETDUPLEX OUTLET IN FLOOR220 VOLT OUTLETWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHCEILING MOUNTED INCANDESCENT LIGHT FIXTUREWALL MOUNTED INCANDESCENT LIGHT FIXTURERECESSED INCANDESCENT LIGHT FIXTURELIGHT FIXTURE WITH PULL CHAINTRACK LIGHTFLOURESCENT LIGHT FIXTUREEXHAUST FANEXHAUST FAN/LIGHT COMBINATIONCHIMES (OPTIONAL)SMOKE DETECTORTELEPHONE (OPTIONAL)TELEVISION (OPTIONAL)THERMOSTATELECTRIC METERELECTRIC PANELSPEAKER (OPTIONAL)TVTMCHSDP.C.SSS43W.P.ELECTRICAL KEYDUPLEX OUTLET (GROUND FAULT PROTECTED)G.F.I.P.RECESSED INCANDESCENT EYE BALL FIXTURECARBON MONOXIDE DETECTORCMGARAGE DOOROPENER OUTLETGDOFLUORESCENTLIGHT PER SPECFAN/LIGHT COMBOPREWIRE, PROVIDEADEQUATESUPPORT4 BULB FIXTURE3 BULB FIXTURE200 AMP SERVICELIGHTING PACKAGE: T.B.D.LINE TO DRYER: T.B.D.G.F.I.P.EXCH.AIRFURNF.D.WHMECH. / STORAGEWSBATHH20OPT.RADON VENT SMOKECM / SS3STO LIGHTw/ BRACKETG.F.I.P.SW.P.SSTVBEDROOM #3BEDROOM #4OFFICEBONUS ROOMG.F.I.P.SSS S3S3S SDSDFAN R.I.FAN R.I.SUMP
9907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.OFSHEET49" +/-NO HEARTHPER SPECS12" SURROUND @ FRONT ONLY42" W.GAS F.P.R.O. 42"x38 1/4" x 16 1/4"GATHERING RM. F.P. ELEV. 91SCALE: 3/8"=1'-0"MANTLE PER SPECS3'-0"3'-0"5'-0"4KITCHEN ELEV.9SCALE: 3/8"=1'-0"67" FIN.2KITCHEN ELEV.9SCALE: 3/8"=1'-0"2'-0"REFRIG.SPACE2'-0"3'-0"24" DEEPCROWN MLDGEND PANEL2'-0"3KITCHEN ELEV.9SCALE: 3/8"=1'-0"(SHTRCK. @ SIDES)60" TV(REF. ONLY)3'-8 1/2"2'-0"3'-0"2'-0"12'-6"D.W.SPACESINK1'-6"3'-0"CROWN 4'-6"3'-0" MLDG2'-0"2'-6"15" D.MICRORANGESPACE(VENT TOOUTSIDE)1'-6"1'-9"3'-0"OPT. BUILT-INS3'-0"1'-0"1'-9"3'-0"12'-3"1'-0"OPT. BUILT-INS3'-8 1/4"2'-11 1/4"5'-0"BATH 2 ELEV.96SCALE: 1/4"=1'-0"7'-0"MIRRORSPACEWASH.LNDRY. ELEV.SCALE: 3/8"=1'-0"DRYERSPACE30"CROWN MOULDING98C'TOPRAISEDOPT. 2" SUPPORT w/ FRONTLOAD W&D3'-5"
2'-11 1/4"3'-0"
7'-0"WALL MOUNT7'-9"O. BATH ELEV.97SCALE: 3/8"=1'-0"3'-0"1'-9"3'-0"MARBLE C'TOP.WHITE CULT.NOTE:OPT. w/ RAISED TOPWALL MOUNTMIRRORMARBLE C'TOP.WHITE CULT.NOTE:5OPT. BUILT-INS @ DINING ELEV.9SCALE: 3/8"=1'-0"CROWN MOULDINGGRANITE TOP w/ OPT. BUILT-INSGLASSGLASSGLASSGLASS NOTE: PUCK LTS. ATGLASS DOORS15" D.1'-9"1'-9"5'-5 1/4"2'-6"2'-6"49" +/-NO HEARTHPER SPECS12" SURROUND @ FRONT ONLY42" W.GAS F.P.R.O. 42"x38 1/4" x 16 1/4"GATHERING RM. F.P. ELEV. 91SCALE: 3/8"=1'-0"MANTLE PER SPECS3'-0"3'-0"5'-0"4KITCHEN ELEV.9SCALE: 3/8"=1'-0"67" FIN.2KITCHEN ELEV.9SCALE: 3/8"=1'-0"2'-0"REFRIG.SPACE2'-0"3'-0"24" DEEPCROWN MLDGEND PANEL2'-0"3KITCHEN ELEV.9SCALE: 3/8"=1'-0"(SHTRCK. @ SIDES)60" TV(REF. ONLY)3'-8 1/2"2'-0"3'-0"2'-0"12'-6"D.W.SPACESINK1'-6"3'-0"CROWN 4'-6"3'-0" MLDG2'-0"2'-6"15" D.MICRORANGESPACE(VENT TOOUTSIDE)1'-6"1'-9"3'-0"OPT. BUILT-INS3'-0"1'-0"1'-9"3'-0"12'-3"1'-0"OPT. BUILT-INS3'-8 1/4"
BW07-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XX8-31-20 PERMIT10-13-20 REV.10-21-20 REV.11-4-20 REV.SHEETN.T.S.MAIN LEVEL BRACEWALL1BWN.T.S.BRACEWALL DETAILS3BWN.T.S.LOWER LEVEL BRACEWALL2BWLNDRY.DRYERWASHERKITCHENGREAT ROOMFOYERPORCHO. BATHGARAGEO. CLSTBATH 2BEDROOM #2OWNERS BDRM.ATTICACCESSMUDRM.DININGGARAGE PORTAL FRAMING PER BUILDING CODE IRC R602.10.6.4BRACED WALL METHOD CS-WSP3'-2" PANEL4'-0" PANEL 4'-0" PANEL4'-0" PANEL4'-0" PANEL
4'-0" PANEL
BRACED WALLLINE 1
BRACED WALLLINE ABRACED WALLLINE CBRACED WALLLINE 24'-0" PANEL4'-0" PANEL4'-0" PANEL 4'-0" PANEL3'-2" PANEL3'-5" PANEL3'-5" PANEL6'-7" PANEL3'-1" PANELBRACED WALLLINE B8'-0" GYP. PANEL8'-0" GYP. PANEL1'-10" PANEL1'-10" PANELMIN. 3''x11 1/4'' NET HEADER(STEEL HDR. PROHIBITED)EXTENT OF HEADER W/ SINGLE PORTAL FRAMEONE BRACED WALL PANEL10'-0'' MAX. HEIGHT(TOP OF HDR.)TOP OF FDN.TOP OF CONC FLOOR AT OPENINGMIN. 2-2x4 FRAMINGSTUD POSTCONTINUOUS HEADER WITH DOUBLE PORTAL FRAMESTWO BRACED WALL PANELS6' TO 18' OPENINGFASTEN TOP PLATE TO HEADER W/ 2ROWS OF 16d SINKER NAILS @ 3'' O.C. TYP.1000 LB. STRAP OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER W/ 8dCOMMON OR GALV. BOX NAILS IN 3'' GRIDPATTERN SHOWN AND 3'' O.C. IN ALLFRAMING(STUDS, BLOCK'G AND SILLS)TYP.MIN. WIDTH PER TABLE R602.10.53/8'' MIN. WOOD STRUCTURAL PANEL SHEATH
'G.MIN. 2-2x4MIN. 4200 LB. TIE DOWN DEVICE(EMBED INTOFOUNDATION AND NAILED INTO FRAMINGMIN. (2) 1/2'' DIA. ANCHOR BOLT INSTALLED PER R403.1.6WSEE LEFT FORTYP. PORTALFRAME CONST.FOR A PANEL SPLICE(IF NEEDED) PANELEDGES SHALL BEBLOCKED AND OCCURWITHIN 24'' OF MID-HEIGHT. ONE ROW OFTYP. SHEATH'G. TOFRAMING NAILING ISREQUIRED.IF 2x4 BLOCK'G. IS USEDTHE 2x4'S MUST BE NAILEDTOGETHER W/ 3 16dSINKER NAILSW/ 2''x2''x3/16'
' PLATE WASHER
12'-0'' MAX. HEIGHT(TOP OF WALL)FULL HEIGHT OF WALL - SEE TO RIGHT FOR SPLICESPONY WALL HT.EXTENT OF HEADERTENSION STRAP PERTABLE R602.10.6.4 (ONOPPOSITE SIDE OFSHEATHINGANCHOR BOLTSPER SECTIONR403.1.6BRACED WALL LINECONTINUOUSLYSHEATHED WITHWOOD STRUCTURALPANELSTOP OF FLOOR AT OPENINGFLOOR FRAMING ASSEMBLY PER PLAN W/ WOOD STRUCTURAL PANEL SHEATHINGTOP OF FLOOR AT OPENINGFLOOR FRAMING ASSEMBLY PER PLANWOOD STRUCTURAL PANEL SHEATHINGTO TOP OF BAND OR RIM JOISTNAIL SOLE PLATE TO FLRFRAMING PERTABLE R602.3(1)(2) FRAMING ANCHORS APPLIED ACROSSSHEATHING JOINT WITH A CAPACITY OF670# IN HORIZ. AND VERT. DIRECTIONSSEE LEFT FORTYP. PORTALFRAME CONST.ON CONCRETE FOUNDATIONON RAISED WOOD FLOOR - FRAMING ANCHOR OPTIONTOP OF FLOOR AT OPENINGFLOOR FRAMING ASSEMBLY PER PLAN W/ WOOD STRUCTURAL PANEL SHEATHINGTOP OF FLOOR AT OPENINGFLOOR FRAMING ASSEMBLY PER PLANWOOD STRUCTURAL PANEL SHEATHINGTO TOP OF BAND OR RIM JOISTNAIL SOLE PLATE TO FLRFRAMING PERTABLE R602.3(1)SEE LEFT FORTYP. PORTALFRAME CONST.ON RAISED WOOD FLOOR - OVERLAP FLOOR OPTIONMIN. OVERLAP 9 1/4''WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTMIN. OVERLAP 9 1/4''ATTACH TO RIM/BAND JOIST W/ 8dCOMMON NAILS AT 3'' O.C. AS SHOWNDBL TOP PLATEBOTTOM PLATESTUDS AT 16'' O.C.W/ 6d NAILS @ 6'' O.C.4'-0"8'-0'' MIN., SEE PLAN
INTERMEDIATE6''
3"W/ 6d NAILS @ 3'' O.C.EDGES NAILEDBEDROOM #3BEDROOM #4BRACED WALLLINE A-14'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL
Wood Beam
Lyman Lumber CompanyLic. # : KW-06013284
DESCRIPTION:Deck (H)
Lyman Lumber Company
18900 W 78th Street, PO Box 130
Chanhassen, MN 55317
Jeffrey Doty, Design Supervisor
jeff_doty@lymanlumber.com
Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17
File: 17850 Graphite.ec6
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Southern PineNo. 1 (Wet Conditions)
1275
1275
1320
379
1440
522
170
1000 35
Analysis Method :
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb +psipsi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Loads on all spans...
Uniform Load on ALL spans : D = 0.010, L = 0.040 ksf, Tributary Width = 6.0 ft
Partial Length Uniform Load : D = 0.020, L = 0.080 k/ft, Extent = 0.0 -->> 3.250 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.607: 1
Load Combination +D+L
Span # where maximum occurs Span # 1Location of maximum on span 5.991ft
54.11 psi=
=
1,275.00psi
3-2x12Section used for this span
Span # where maximum occursLocation of maximum on span Span # 1=
Load Combination +D+L=
=
=
170.00 psi==
Section used for this span 3-2x12
Maximum Shear Stress Ratio 0.318 : 1
0.000 ft==
774.34psi
Maximum Deflection
0<360
675Ratio =0<240
Max Downward Transient Deflection 0.168 in 876Ratio =>=360Max Upward Transient Deflection 0.000 in Ratio =
Max Downward Total Deflection 0.218 in Ratio =>=240Max Upward Total Deflection 0.000 in
fb: Actual
Fb: Allowable
fv: Actual
Fv: Allowable
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+L 1 0.2177 6.125 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 2.195 1.956
Overall MINimum 1.696 1.504
D Only 0.499 0.451
+D+L 2.195 1.956
+D+0.750L 1.771 1.580
+0.60D 0.300 0.271
L Only 1.696 1.504
Main Level
Member Name Results Current Solution Comments
Screen Porch (V)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Screen Porch (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Drop Front Porch (H)Passed 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL
Lower Level
Member Name Results Current Solution Comments
Drop Bonus (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Bonus Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
17850 Graphite, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 11/5/2020 3:33:22 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0
File Name: 17850 Graphite, Lakeville, MN
1 Stop17850 Graphite, Lakeville, MN11/5/2020; #24465
Page 1 / 6
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4251 @ 0 5709 (1.50")Passed (74%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3666 @ 1' 1 3/8"14817 Passed (25%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)17201 @ 8' 1 1/8"27519 Passed (63%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.444 @ 8' 5/8"0.538 Passed (L/436)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.749 @ 8' 3/4"0.806 Passed (L/258)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1716 2536 4252 None
2 - Trimmer - SPF 1.50"1.50"1.50"1768 2392 4160 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 6" o/c
Bottom Edge (Lu)16' 2" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 1 1/2"N/A 19.5 --
1 - Tapered (PLF)12' 1 1/2" to 16' 1 1/2"N/A 95.5 to 42.4 157.5 to 70.0 Generated fromLoading Assistant
2 - Uniform (PLF)0 to 11' 1 1/2"N/A 190.9 315.0 Generated fromLoading Assistant
3 - Point (lb)16' 1 1/2"N/A 251 257 Generated fromLoading Assistant
4 - Point (lb)12' 1 1/2"N/A 519 712 Generated fromLoading Assistant
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ME; plan dated 11/4/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Screen Porch (V)
3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/5/2020 3:33:22 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company
(952) 470-4866jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 17850 Graphite, Lakeville, MN
1 Stop17850 Graphite, Lakeville, MN
11/5/2020; #24465
Page 2 / 6
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2088 @ 0 3806 (1.50")Passed (55%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1419 @ 1' 1 3/8"9878 Passed (14%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6141 @ 7'18346 Passed (33%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.180 @ 7'0.467 Passed (L/932)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.305 @ 7'0.700 Passed (L/550)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"904 1184 2088 None
2 - Trimmer - SPF 1.50"1.50"1.50"904 1184 2088 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)14' o/c
Bottom Edge (Lu)14' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 14'N/A 13.0 --
1 - Tapered (PLF)0 to 4'N/A 42.4 to 95.5 70.0 to 157.5 Generated fromLoading Assistant
2 - Tapered (PLF)10' to 14'N/A 95.5 to 42.4 157.5 to 70.0 Generated fromLoading Assistant
3 - Uniform (PLF)4' to 10'N/A 95.5 157.5 Generated fromLoading Assistant
4 - Point (lb)0 N/A 251 257 Generated fromLoading Assistant
5 - Point (lb)14'N/A 251 257 Generated from
Loading Assistant
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ME; plan dated 11/4/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Screen Porch (H)
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/5/2020 3:33:22 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company
(952) 470-4866jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 17850 Graphite, Lakeville, MN
1 Stop17850 Graphite, Lakeville, MN
11/5/2020; #24465
Page 3 / 6
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4009 @ 8' 2 3/4"5206 (3.50")Passed (77%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1871 @ 8' 11 3/4"6031 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)-4321 @ 8' 2 3/4"7156 Passed (60%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.316 @ 14' 10 1/2"0.611 Passed (L/465)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.491 @ 14' 11 1/16"0.815 Passed (L/299)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"354 708 1062 Blocking
2 - Stud wall - SPF 3.50"3.50"2.70"1524 2485 4009 Blocking
3 - Stud wall - SPF 3.50"3.50"1.50"543 909 1452 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)20' 1" o/c
Bottom Edge (Lu)15' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 20' 7 1/2"N/A 7.9 --
1 - Uniform (PSF)0 to 7' 9 3/4" (Front)6' 3"20.0 35.0 Snow - Main
2 - Uniform (PSF)7' 9 3/4" to 20' 71/2" (Front)5'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ME; plan dated 11/4/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Front Porch (H)
2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/5/2020 3:33:22 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company
(952) 470-4866jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 17850 Graphite, Lakeville, MN
1 Stop17850 Graphite, Lakeville, MN
11/5/2020; #24465
Page 4 / 6
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8861 @ 1 1/2"11419 (3.00")Passed (78%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)7224 @ 1' 5"13965 Passed (52%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)32869 @ 7' 8"36387 Passed (90%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.437 @ 7' 8"0.503 Passed (L/414)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.612 @ 7' 8"0.754 Passed (L/296)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.33"2536 6325 8861 None
2 - Trimmer - SPF 3.00"3.00"2.33"2536 6325 8861 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)15' 4" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15' 4"N/A 21.5 --
1 - Uniform (PSF)0 to 15' 4" (Front)20' 7 1/2"15.0 40.0 Floor - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ME; plan dated 11/4/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Drop Bonus (H)
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 11/5/2020 3:33:22 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company
(952) 470-4866jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 17850 Graphite, Lakeville, MN
1 Stop17850 Graphite, Lakeville, MN
11/5/2020; #24465
Page 5 / 6
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8432 @ 3"11419 (4.50")Passed (74%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)7177 @ 5' 7"7902 Passed (91%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)9082 @ 3' 6 5/8"11985 Passed (76%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.129 @ 3' 4 11/16"0.208 Passed (L/581)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.220 @ 3' 4 11/16"0.313 Passed (L/341)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"3.32"3517 2261 4292 10070 None
2 - Trimmer - SPF 4.50"4.50"3.21"3390 2261 4070 9721 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 9" o/c
Bottom Edge (Lu)6' 9" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 9"N/A 10.4 ----
1 - Uniform (PSF)0 to 6' 9"10' 9"15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 6' 9"N/A 90.0 --Wall - Main
3 - Uniform (PSF)0 to 6' 9"6'10.0 40.0 -Floor - Deck
4 - Point (lb)1' 1"N/A 2368 -4181 Window
5 - Point (lb)5' 6"N/A 2368 -4181 Window
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ME; plan dated 11/4/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bonus Patio Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/5/2020 3:33:22 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company
(952) 470-4866jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 17850 Graphite, Lakeville, MN
1 Stop17850 Graphite, Lakeville, MN
11/5/2020; #24465
Page 6 / 6
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is
required for “Construction activity that results in land disturbance of equal to or greater than one (1)
acre or if a project is part of a common plan of development that will ultimately disturb greater than
one (1) acre,” (NPDES Permit, Section 1.2).
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
*Primary Company Contact: _________________________________________________________________
*Should a site be deemed noncompliant, this individual will be notified
Phone #: ____________________________ Email: ______________________________________________
If you are not covered under a NPDES Construction Stormwater Permit administered by the
Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be
approved as part of the residential building permit application.
“Permittees must ensure a trained person will inspect the entire construction site at least once every
seven (7) days during active construction and within 24 hours after a rainfall event greater than ½
inch in 24 hours,” (NPDES Permit, Section 11.2).
The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may
issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to
bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or
erosion and sediment control plan.
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name: ____________________________________ Company: ___________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: __________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed
I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001).
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
X10/19/20
DJM