HomeMy WebLinkAboutLA196187 8123 198th St W 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
9/13/21
DM
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
MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.VINYL SHAKES TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONT TYP.SEE COLUMN DETAILSHEET A-501VINYL LAP @ FRONT TYP.ADDRESS STONE 6" SMARTSIDE STORYBOARD TYP.8" 12"4' - 0"VINYL BOARD& BATTEN TYP.4' - 0"5" / 12"5" / 12"8" 12"3' - 6"5" / 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING & CORNERS @ SIDES & REAR TYP.8" 12"5" 12"8" 12"24" RETURNS TYP.5" / 12"8" / 12"8" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/1/2021 11:37:59 AMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-201OTT2267.20.21 CB1596151411048.18.21 CB9.1.21 CB5.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode09/27/2021dmathewsSecure door closed until deck isconstructed with a separate permit.
2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 7 1/2"8' - 3" M.O.2' - 1 1/2"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION12' - 7 1/4"3' - 10 3/4"3' - 10 3/4"17' - 9 1/4"8' - 3"7' - 0"4' - 1"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.16' - 0"16' - 0"19' - 0"5' - 10"50' - 2"19' - 4"20' - 6"12' - 0"32' - 6"18' - 6"18' - 4"12' - 0"25' - 8"30' - 4"56' - 0"31' - 8"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE1' - 11 1/4"17' - 10 3/4"51' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY2' - 10 3/4"21' - 9 1/4"7' - 0"56' - 0"51' - 0"LEAVE A 12"GAP IN FOOTINGFOR PLUMBING12' - 0"38' - 2"19' - 10"3' - 10"2' - 0"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY1' - 0"7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.19' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY5' - 10 1/4"5' - 5 1/2"4' - 8 1/4"13' - 8 3/4"5' - 3 1/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY7' - 9 1/4"17' - 10 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAYTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/1/2021 11:38:00 AMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-401OTT2267.20.21 CB1596151411048.18.21 CB9.1.21 CB5.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UP 16RUNEXCAVATEDUNEXCAVATEDSET ON 3X SILL3-14" LVL DROPPED 8"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB31' - 8"9' - 0"5' - 10"4' - 6"MECHANICALBATHBEDROOM #5FAMILY ROOMGAME ROOMFURNACEW. H.F. D.SUMPAIR EX.12' - 7 1/4"25' - 6 3/4"0' - 4"16' - 6"21' - 8"38' - 2"12' - 0"19' - 4"CANT. JOIST2' - 0"3' - 10"19' - 10"18' - 4"12' - 0"32' - 6"18' - 6"51' - 0"25' - 8"30' - 4"56' - 0"8' - 0"8' - 0"9' - 6"9' - 6"16' - 0"16' - 0"19' - 0"3-9 1/2" LVL W/3 TRIMMERS 2-2x103-2x63-2x65' - 9"6' - 3"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING5' - 6"10' - 0"35' - 6"12' - 10"3' - 8"3' - 8"18' - 0"CO DET.SMOKEDET.2-2x102-9 1/2" LSL W/ 2 TRIMMERS 2-2x108' - 7"7' - 5"12' - 0"20' - 6"56' - 0"SMOKEDET.2-9 1/2" LSL2-2x10 W/ 2 TRIMMERS 18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING6' - 3"5' - 9"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESB.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 3"B.W.P.3' - 0"B.W.P.3' - 9"W.S.12/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITY48" F.G. SHWR12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.32/6 x 6/8R.O. 2' -8" x 6' -11"CLOSETEQEQ5' - 0"36" GAS F.P.SET FIREPLACE ON FLOOR -1 ROW OF TILE W/ MANTEL 224-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"224-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"74836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"96042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"96042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"STAINED VANITY 12" CANT. ABOVE 1' - 0"19' - 6"12" CANT. ABOVE KNEE WALL W/ 14" PAINTEDSPINDLES 2x6.6' - 8 3/4"11' - 9 1/4"50' - 2"5' - 10"DUAL ZONE HEATING W/ MECHANICAL DAMPERS 96042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"51' - 0"52/8 x 6/8R.O. 2' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"MECHANICAL CHASE ABOVEMECHANICAL CHASE ABOVE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 0"3-9 1/2" LSL W/4 RIMMERS 3 TRIMMERS FLOOR GIRDER 2-2x10 FLUSH THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/1/2021 11:38:01 AMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-402OTT2267.20.21 CB1596151411048.18.21 CB9.1.21 CB5.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN1/4" = 1'-0"A-4021LOWER FLOOR PLANBWPsAbove
UP 17RDN 16RDN 3RDN 3R12' - 0"38' - 0"5' - 0"1' - 0"51' - 0"DWPORCH18' - 6"32' - 6"2' - 3"8' - 0"1' - 9"2' - 3"16' - 0"2' - 3"1' - 0"10' - 6"7' - 0"1' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGINSULATE GARAGE WALLS & CEILING R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE19' - 0"16' - 0"16' - 0"GARAGEDBLOVEN@ 7' -10" H.H.ABOVE LANDING36" GAS F.P.32' - 0"EQEQKNEE WALL W/ 14" PAINTEDSPINDLES 18' - 0"3' - 8"3' - 8"12' - 8"MANTEL HGT.BUILT-INSEE COLUMN DETAILSHEET A-50120' - 6"12' - 0"51' - 0"2' - 0"4' - 0"20' - 0"62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"73/0 x 6/8 OPG.4' - 11"4' - 0"4' - 0"9' - 0"3' - 6"CLOSETMUDROOM6' - 3"5' - 9"36" REF36" GASCOOKTOPW/ HOOD42" TALL WALLW/ WOOD CAPDINING2' - 0"STONE TO CEILINGMECHANICAL CHASEGREAT ROOM5' - 9"5' - 3"7' - 0"4' - 11"6' - 3"GIRDER TRUSSCABINETS TO CEILING W/ SMALL GLASSUPPERS ABOVE KITCHENWOOD7' - 10"11' - 2"OFFICEFOYERR & SH.1' - 0"5' - 0"4' - 0"8' - 9"6' - 3"9' - 4"19' - 8"3' - 0"18' - 0"12' - 0"7' - 2"8' - 10"8' - 0"8' - 0"9' - 6"9' - 6"0' - 8" TYP.3' - 6"11' - 0"7' - 2"16' - 4"5' - 9"6' - 3"5x5 PSL3-20" LVL FLUSH3-2x102-2x102-9 1/2" LSL CONT.2-TRIMMERS2-TRIMMERS5'-0" COUNTERHEIGHT BUFFET W/ QUARTZ COUNTER TOPNO GLASS IN BUFFET CABINETS 3-16" LVL FLUSH5' - 0"SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.R & SH.96/0 x 6/8 FULL VIEW NO GRIDSR.O. 6' -2" x 6' -11"MICROSHELF 2-2x10 DROP CONT.2-2x102-2x102-2x102-2x103-2x10PED. SINKSTAINED LOCKERS 12" FLUSH S.B.3-9 1/2" LSL 4' - 6"6' - 8"7' - 10"GIRDER TRUSSWALL ABOVE BEARING ON FLOOR TRUSSES T.V. ABOVE5x5 PSLMANTEL HGT.BUILT-IN3-2x63-2x62-2x1256' - 0"SET FIREPLACE ON FLOOR 32/6 x 6/8R.O. 2' -8" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.WHITE PAINTED CABINETS & TILEBACKSPLASH50' - 0"6' - 0"39"x72" REFG. RECESSMFG. ROOF TRUSSES@ 24" O.C.30' - 0"26' - 0"83/0 x 6/8 W/ 12" D.S. SL'S19' - 0"11' - 3"2-2x10FLUSH2-2x10CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESB.W.P.3' - 6"B.W.P.3' - 6"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.6' - 0"B.W.P.6' - 3"B.W.P.8' - 0"B.W.P.3' - 3"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.3' - 6"B.W.P.3' - 6"B.W.P.9' - 0"U.C. REF2-11 7/8" LSL 19' - 6"1216' x 8' O.H. GARAGE DOOR2 TRIMMERS 2 TRIMMERS GIRDER TRUSS 52424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 8' -0"52424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"224-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -8"117260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"106/0 x 6/8 SLIDERB.W.P.2' - 9"3' - 8"2' - 4"5' - 4 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"113' - 0"5' - 0"11' - 0"14" SH. WOODU.C. LIGHTS U.C. LIGHTS U.C. LIGHTS SINKU.C. LIGHTS U.C. LIGHTS GAS LINE FOR FUTURE GARAGE HEATERPOWDERPANTRY1' - 0"5' - 0"6' - 0"9' - 0"1' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"118' x 8' O.H. GARAGE DOOR3' - 0"117260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"84860 PICR.O. 4' -0" x 5' -0"H.H. 13' -6 3/4"4:12 VAULT VAULT LINE 56' - 0"CARPET1' - 10"2' - 0"1' - 2"MECHANICAL CHASE42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"12" SH. WOOD2' - 10"LEDGE 2-2x102-9 1/2" LSL 4 TRIMMERS 2 TRIMMERS 2-2x10 FLUSH5x5 PSL3-9 1/2" LSL 3-2x63-2x65' - 10"8' - 8"1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/1/2021 11:38:02 AMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-403OTT2267.20.21 CB1596151411048.18.21 CB9.1.21 CB5.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPENVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.Temper if within36" of landing floor.BWPsAbove
DN 17RSMOKEDET.KNEE WALL W/ 14" SPINDLES25' - 4 1/2"8' - 7 1/2"2' - 0"2' - 0"34' - 0"16' - 4"21' - 8"ATTICACCESSMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.5' - 0"16' - 3"15' - 4"7' - 5"44' - 0"10' - 1"2' - 11"4' - 0"4' - 0"4' - 0"9' - 6"9' - 6"13' - 0"12' - 0"19' - 0"44' - 0"2-2x102-2x102-9 1/2" LSL W/ 2 TRIMMERS2-2x1038' - 0"2-2x105'-3" VANITYBATHOWNER'SCLOSETOWNER'SSUITETYP.2' - 0"2-2x102-2x10 W/ 2 TRIMMERSBEDROOM #4CLOSETBEDROOM #3BEDROOM #2HALL5' TUB/SHWRSMOKEDET.SMOKEDET.SMOKEDET.38' - 0"CLOSET42" WALL W/GLASS PANELABOVE7' - 6"2' - 2"4' - 0"6' - 9"5' - 11"4' - 0"OWNERSBATH4' - 6"5' - 10"33' - 8"WASHERDRYERCLOSETTILESHOWERBUILT-IN SHELVES(VERIFY SIZE) HEAD14' - 0"18' - 2"5' - 4"6' - 6"13' - 9"4' - 10 3/4"6' - 1 1/4"1' - 0"4' - 10 3/4"13' - 4 1/4"2x618' - 0"3' - 8"3' - 8"12' - 8"8' - 0"4' - 6 1/4"1' - 1 3/4"6' - 6 3/4"5' - 1 1/4"12' - 8"SMOKEDET.SMOKEDET.CO DET.2x62-2x105' - 0"8' - 9"11' - 3"1' - 1 3/4"13' - 4 1/4"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES5' - 1 1/4"12' - 2"4' - 0"5' - 9"14' - 7"SINK15' - 6"2' - 8"11' - 10"3' - 8"B.W.P.2' - 8"32/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"106048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"62424-3 AWN FIXEDR.O. 6' -2" x 2' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"96042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"330-30-3060 SLR.O. 7' -6" x 5' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"124-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"52/8 x 6/8R.O. 2' -10" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"STAINED VANITY LAUNDRYR & SH. @ 68"42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"R & SH. @ 68" WOOD12/4 x 6/8R.O. 2' -6" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 68" WOOD12/4 x 6/8R.O. 2' -6" x 6' -11"LINEN42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"INSULATE INSULATE INSULATE DOUBLE STACKED WOOD DOUBLE STACKED WOOD DOUBLE STACKED WOOD 12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 SHWR DR.BENCHHEAD24" LINEN9' - 7 1/2"STAINEDVANITY 9'-6" VANITYCONTROLSR & SH. @ 68" WOODR & SH. @ 68" WOODR & SH. @ 68" WOODR & SH. @ 68" WOODR & SH. @ 68" WOODR & SH. @ 68" WOOD2-2x10THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/1/2021 11:38:03 AMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-404OTT2267.20.21 CB1596151411048.18.21 CB9.1.21 CB5.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER0' - 8"VERIFY FLOOR SYSTEMWITH FLOOR PLANSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHING6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERSTANDARD ENERGY HEELS @ 8:12 18" OVERHANGS & 12" RAKES TYP. 5" / 12"5" / 12"8" / 12"8" / 12"9 ROOF VENTSREQ'D THIS AREA3 ROOF VENTSREQ'D THIS AREA1 ROOF VENT REQ'D THIS AREA8" / 12"8" / 12"5" / 12"5" / 12"8" / 12"8" / 12"STANDARD ENERGY HEEL @ 5:12 W/ 8:12 FASCIA LINES TO MATCH 2' - 0"2x6 TYP.2x42x6 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"2' - 0"1' - 6"1' - 6"2' - 2"2' - 2"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/1/2021 11:38:04 AMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-501OTT2267.20.21 CB1596151411048.18.21 CB9.1.21 CB5.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPENDOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 SHWR DR. 11 2/4 x 6/810 2' - 6" 6' - 11"2 2/4 x 6/8 PKT 1 4' - 10" 6' - 11"3 2/6 x 6/87 2' - 8" 6' - 11"4 2/6 x 6/8 PKT 2 5' - 2" 6' - 11"5 2/8 x 6/83 2' - 10" 6' - 11"6 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"7 3/0 x 6/8 OPG. 18 3/0 x 6/8 W/ 12" D.S. SL'S 19 6/0 x 6/8 FULL VIEW NO GRIDS 1 6' - 2" 6' - 11"10 6/0 x 6/8 SLIDER 111 8' x 8' O.H. GARAGE DOOR 112 16' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL CONCRETE 208 SF 8' - 2" FINISH PER CODELOWER FLOOR BATH VINYL 46 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 156 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 622 SF 8' - 2" .LOWER FLOOR GAME ROOM CARPET 171 SF 8' - 2" .LOWER FLOOR CLOSET CARPET 22 SF 8' - 2"MAIN FLOOR PORCH CONCRETE 113 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 764 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR CLOSET VINYL 58 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM VINYL 88 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 178 SF 9' - 1 1/8" VAULTEDMAIN FLOOR GREAT ROOM CARPET 305 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 338 SF 9' - 1 1/8" .MAIN FLOOR OFFICE CARPET 121 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 155 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 72 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 13 SF 9' - 1 1/8"UPPER FLOOR BATH VINYL 37 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 86 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 257 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #4 CARPET 165 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 46 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 34 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 176 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #2 CARPET 174 SF 8' - 1 1/8"UPPER FLOOR HALL CARPET 121 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 57 SF 8' - 1 1/8"UPPER FLOOR OWNERS BATH TILE 87 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 41 SF 8' - 1 1/8"UPPER FLOOR STAIRS CARPET 71 SF 8' - 1 1/8"WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT2 WINDSOR NEXT DIMENSION 2 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"1 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 8"3 WINDSOR NEXT DIMENSION 1 30-30-3060 SL 7' - 6" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 5 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0"8' - 0"6 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"8 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 13' - 6 3/4"9 WINDSOR NEXT DIMENSION 4 6042 SL 5' - 0" 3' - 6" 6' - 10"10 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 2 7260 SL 6' - 0" 5' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 3 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"3/8" = 1'-0"A-5012METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3/8" = 1'-0"A-5013TYP. POURED WALL SECTION1/2" = 1'-0"A-5014BEARING WALL SECTION1/2" = 1'-0"A-5015GARAGE CEILING1/2" = 1'-0"A-5017TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5018TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5019TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-50110TYP. POURED WALKOUT SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/8" = 1'-0"A-5011ROOF PLAN1/2" = 1'-0"A-5016TYP. COLUMN
MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.VINYL SHAKES TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONT TYP.SEE COLUMN DETAILSHEET A-501VINYL LAP @ FRONT TYP.ADDRESS STONE 6" SMARTSIDE STORYBOARD TYP.8" 12"4' - 0"VINYL BOARD& BATTEN TYP.4' - 0"5" / 12"5" / 12"8" 12"3' - 6"5" / 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING & CORNERS @ SIDES & REAR TYP.8" 12"5" 12"8" 12"24" RETURNS TYP.5" / 12"8" / 12"8" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/20/2021 1:24:57 PMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-201OTT2267.20.21 CB1596151411045.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATION
2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 7 1/2"8' - 3" M.O.2' - 1 1/2"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION12' - 7 1/4"3' - 10 3/4"3' - 10 3/4"17' - 9 1/4"8' - 3"7' - 0"4' - 1"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.16' - 0"16' - 0"19' - 0"5' - 10"50' - 2"19' - 4"20' - 6"12' - 0"32' - 6"18' - 6"18' - 4"12' - 0"25' - 8"30' - 4"56' - 0"31' - 8"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE1' - 11 1/4"17' - 10 3/4"51' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY24' - 8"7' - 0"56' - 0"51' - 0"LEAVE A 12"GAP IN FOOTINGFOR PLUMBING12' - 0"38' - 2"19' - 10"3' - 10"2' - 0"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY1' - 0"7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.19' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODETHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/20/2021 1:24:57 PMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-401OTT2267.20.21 CB1596151411045.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN1/4" = 1'-0"A-4011FOUNDATION PLAN
UP 16RUNEXCAVATEDUNEXCAVATEDSET ON 3X SILL3-14" LVL DROPPED 8"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB31' - 8"9' - 0"5' - 10"4' - 6"MECHANICALBATHBEDROOM #5FAMILY ROOMGAME ROOMFURNACEW. H.F. D.SUMPAIR EX.12' - 7 1/4"25' - 6 3/4"0' - 4"16' - 6"21' - 8"38' - 2"12' - 0"19' - 4"CANT. JOIST2' - 0"3' - 10"19' - 10"18' - 4"12' - 0"32' - 6"18' - 6"51' - 0"25' - 8"30' - 4"56' - 0"8' - 0"8' - 0"9' - 6"9' - 6"16' - 0"16' - 0"19' - 0"2-9 1/2" LSL2-2x103-2x63-2x65' - 9"6' - 3"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING5' - 6"10' - 0"35' - 6"12' - 10"3' - 8"3' - 8"18' - 0"CO DET.SMOKEDET.2-2x102-9 1/2" LSL W/ 2 TRIMMERS 2-2x108' - 7"7' - 5"12' - 0"20' - 6"56' - 0"SMOKEDET.2-9 1/2" LSLXXXX18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING6' - 3"5' - 9"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESB.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 3"B.W.P.3' - 0"B.W.P.3' - 9"W.S.12/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITY48" F.G. SHWR12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.32/6 x 6/8R.O. 2' -8" x 6' -11"CLOSETEQEQ5' - 0"36" GAS F.P.SET FIREPLACE ON FLOOR -1 ROW OF TILE W/ MANTEL 224-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"224-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"74836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"96042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"96042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"STAINED VANITY 12" CANT. ABOVE 1' - 0"19' - 6"12" CANT. ABOVE KNEE WALL W/ 14" PAINTEDSPINDLES 2x6.6' - 8 3/4"11' - 9 1/4"50' - 2"5' - 10"DUAL ZONE HEATING W/ MECHANICAL DAMPERS 96042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"BEARING POINT ABOVE 51' - 0"52/8 x 6/8R.O. 2' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"MECHANICAL CHASE ABOVEMECHANICAL CHASE ABOVE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/20/2021 1:24:58 PMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-402OTT2267.20.21 CB1596151411045.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN1/4" = 1'-0"A-4021LOWER FLOOR PLAN2-2x10 Flush2-2x10 with2 Trimmers3-9 1/2" LVLwith 3 Trimmers4 Trimmers3 Trimmers3-9 1/2" LSLHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***
UP 17RDN 16RDN 3RDN 3R12' - 0"38' - 0"5' - 0"1' - 0"51' - 0"DWPORCH18' - 6"32' - 6"2' - 3"8' - 0"1' - 9"2' - 3"16' - 0"2' - 3"1' - 0"10' - 6"7' - 0"1' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGINSULATE GARAGE WALLS & CEILING R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE19' - 0"16' - 0"16' - 0"GARAGEDBLOVEN@ 7' -10" H.H.ABOVE LANDING36" GAS F.P.32' - 0"EQEQKNEE WALL W/ 14" PAINTEDSPINDLES 18' - 0"3' - 8"3' - 8"12' - 8"MANTEL HGT.BUILT-INSEE COLUMN DETAILSHEET A-50120' - 6"12' - 0"51' - 0"2' - 0"4' - 0"20' - 0"62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"73/0 x 6/8 OPG.4' - 11"4' - 0"4' - 0"9' - 0"3' - 6"CLOSETMUDROOM6' - 3"5' - 9"36" REF36" GASCOOKTOPW/ HOOD42" TALL WALLW/ WOOD CAPDINING2' - 0"STONE TO CEILINGMECHANICAL CHASEGREAT ROOM5' - 9"5' - 3"7' - 0"4' - 11"6' - 3"GIRDER TRUSSCABINETS TO CEILING W/ SMALL GLASSUPPERS ABOVE KITCHENWOOD7' - 10"11' - 2"OFFICEFOYERR & SH.1' - 0"5' - 0"4' - 0"8' - 9"6' - 3"9' - 4"19' - 8"3' - 0"18' - 0"12' - 0"7' - 2"8' - 10"8' - 0"8' - 0"9' - 6"9' - 6"0' - 8" TYP.3' - 6"11' - 0"7' - 2"16' - 4"5' - 9"6' - 3"5x5 PSL3-20" LVL FLUSH3-2x102-2x102-9 1/2" LSL CONT.2-TRIMMERS2-TRIMMERS5'-0" COUNTERHEIGHT BUFFET W/ QUARTZ COUNTER TOPNO GLASS IN BUFFET CABINETS 3-16" LVL FLUSH5' - 0"SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.R & SH.96/0 x 6/8 FULL VIEW NO GRIDSR.O. 6' -2" x 6' -11"MICROSHELF 2-2x10 DROP CONT.2-2x102-2x102-2x102-2x103-2x10PED. SINKSTAINED LOCKERS 12" FLUSH S.B.XXXX4' - 6"5' - 10"0' - 10"7' - 10"GIRDER TRUSSWALL ABOVE BEARING ON FLOOR TRUSSES T.V. ABOVE5x5 PSL4-2x6MANTEL HGT.BUILT-IN3-2x63-2x6XXXX56' - 0"SET FIREPLACE ON FLOOR 32/6 x 6/8R.O. 2' -8" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.WHITE PAINTED CABINETS & TILEBACKSPLASH50' - 0"6' - 0"39"x72" REFG. RECESSMFG. ROOF TRUSSES@ 24" O.C.30' - 0"26' - 0"83/0 x 6/8 W/ 12" D.S. SL'S19' - 0"11' - 3"2-2x10FLUSH2-2x10XXXXCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESB.W.P.3' - 6"B.W.P.3' - 6"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.6' - 0"B.W.P.6' - 3"B.W.P.8' - 0"B.W.P.3' - 3"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.3' - 6"B.W.P.3' - 6"B.W.P.9' - 0"U.C. REFXXXX19' - 6"1216' x 8' O.H. GARAGE DOORXXXXXXXXGIRDER TRUSS 52424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 8' -0"52424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"224-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -8"117260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"106/0 x 6/8 SLIDERB.W.P.2' - 9"3' - 8"2' - 4"5' - 4 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"113' - 0"5' - 0"11' - 0"14" SH. WOODU.C. LIGHTS U.C. LIGHTS U.C. LIGHTS SINKU.C. LIGHTS U.C. LIGHTS GAS LINE FOR FUTURE GARAGE HEATERPOWDERPANTRY1' - 0"5' - 0"6' - 0"9' - 0"1' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"118' x 8' O.H. GARAGE DOOR3' - 0"117260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"84860 PICR.O. 4' -0" x 5' -0"H.H. 13' -6 3/4"4:12 VAULT VAULT LINE 56' - 0"CARPET1' - 10"2' - 0"1' - 2"MECHANICAL CHASE42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"BEARING POINT ABOVE 12" SH. WOOD2' - 10"FRAME TO CEILING 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/20/2021 1:24:59 PMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-403OTT2267.20.21 CB1596151411045.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN3-2x62-2x102-2x10X X X X5x5 PSL5x5 PSL2 Trimmers2 Trimmers2-11 7/8" LSL2-2x122-2x10 Flush2-9 1/2" LSL4 Trimmers2 TrimmersHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***X X X X2-2x10
DN 17RSMOKEDET.KNEE WALL W/ 14" SPINDLES25' - 4 1/2"8' - 7 1/2"2' - 0"2' - 0"34' - 0"16' - 4"21' - 8"ATTICACCESSMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.5' - 0"16' - 3"15' - 4"7' - 5"44' - 0"10' - 1"2' - 11"4' - 0"4' - 0"4' - 0"9' - 6"9' - 6"13' - 0"12' - 0"19' - 0"44' - 0"2-2x102-2x102-9 1/2" LSL W/ 2 TRIMMERS2-2x1038' - 0"2-2x105'-3" VANITYBATHOWNER'SCLOSETOWNER'SSUITETYP.2' - 0"XXXX2-2x10 W/ 2 TRIMMERSBEDROOM #4CLOSETBEDROOM #3BEDROOM #2HALL5' TUB/SHWRSMOKEDET.SMOKEDET.SMOKEDET.38' - 0"CLOSET42" WALL W/GLASS PANELABOVE7' - 6"2' - 2"4' - 0"6' - 9"5' - 11"4' - 0"OWNERSBATH4' - 6"5' - 0"0' - 10"33' - 8"WASHERDRYERCLOSETTILESHOWERBUILT-IN SHELVES(VERIFY SIZE) HEAD14' - 0"18' - 2"5' - 4"6' - 6"13' - 9"4' - 10 3/4"6' - 1 1/4"1' - 0"4' - 10 3/4"13' - 4 1/4"2x618' - 0"3' - 8"3' - 8"12' - 8"8' - 0"4' - 6 1/4"1' - 1 3/4"6' - 6 3/4"5' - 1 1/4"12' - 8"SMOKEDET.SMOKEDET.CO DET.2x62-2x108' - 9"11' - 3"1' - 1 3/4"13' - 4 1/4"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES5' - 1 1/4"12' - 2"4' - 0"5' - 9"14' - 7"SINK15' - 6"2' - 8"11' - 10"3' - 8"B.W.P.2' - 8"32/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"106048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"62424-3 AWN FIXEDR.O. 6' -2" x 2' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"96042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"330-30-3060 SLR.O. 7' -6" x 5' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"124-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"52/8 x 6/8R.O. 2' -10" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"STAINED VANITY LAUNDRYR & SH. @ 68"42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"R & SH. @ 68" WOOD12/4 x 6/8R.O. 2' -6" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 68" WOOD12/4 x 6/8R.O. 2' -6" x 6' -11"LINEN42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"INSULATE INSULATE INSULATE DOUBLE STACKED WOOD DOUBLE STACKED WOOD DOUBLE STACKED WOOD 12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 SHWR DR.BENCHHEAD24" LINEN9' - 7 1/2"STAINEDVANITY 9'-6" VANITYCONTROLSR & SH. @ 68" WOODR & SH. @ 68" WOODR & SH. @ 68" WOODR & SH. @ 68" WOODR & SH. @ 68" WOODR & SH. @ 68" WOODTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/20/2021 1:25:00 PMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-404OTT2267.20.21 CB1596151411045.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPEN1/4" = 1'-0"A-4041UPPER FLOOR PLAN2-2x10Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***
FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER0' - 8"VERIFY FLOOR SYSTEMWITH FLOOR PLANSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHING6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERSTANDARD ENERGY HEELS @ 8:12 18" OVERHANGS & 12" RAKES TYP. 5" / 12"5" / 12"8" / 12"8" / 12"9 ROOF VENTSREQ'D THIS AREA3 ROOF VENTSREQ'D THIS AREA1 ROOF VENT REQ'D THIS AREA8" / 12"8" / 12"5" / 12"5" / 12"8" / 12"8" / 12"STANDARD ENERGY HEEL @ 5:12 W/ 8:12 FASCIA LINE TO MATCH 2' - 0"2x6 TYP.2x42x6 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"2' - 0"1' - 6"1' - 6"2' - 2"2' - 2"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/20/2021 1:25:02 PMTHE BLECKWEHL RESIDENCEL7, B4 -BERRES RIDGE 6TH ADD'N8123 198TH STREET WESTLAKEVILLE, MN 55044A-501OTT2267.20.21 CB1596151411045.4.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4214THE ASPENDOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 SHWR DR. 11 2/4 x 6/810 2' - 6" 6' - 11"2 2/4 x 6/8 PKT 1 4' - 10" 6' - 11"3 2/6 x 6/87 2' - 8" 6' - 11"4 2/6 x 6/8 PKT 2 5' - 2" 6' - 11"5 2/8 x 6/83 2' - 10" 6' - 11"6 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"7 3/0 x 6/8 OPG. 18 3/0 x 6/8 W/ 12" D.S. SL'S 19 6/0 x 6/8 FULL VIEW NO GRIDS 1 6' - 2" 6' - 11"10 6/0 x 6/8 SLIDER 111 8' x 8' O.H. GARAGE DOOR 112 16' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL CONCRETE 208 SF 8' - 2" FINISH PER CODELOWER FLOOR BATH VINYL 46 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 156 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 622 SF 8' - 2" .LOWER FLOOR GAME ROOM CARPET 171 SF 8' - 2" .LOWER FLOOR CLOSET CARPET 22 SF 8' - 2"MAIN FLOOR PORCH CONCRETE 113 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 764 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR CLOSET VINYL 58 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM VINYL 88 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 178 SF 9' - 1 1/8" VAULTEDMAIN FLOOR GREAT ROOM CARPET 305 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 338 SF 9' - 1 1/8" .MAIN FLOOR OFFICE CARPET 121 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 155 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 71 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 13 SF 9' - 1 1/8"UPPER FLOOR BATH VINYL 37 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 86 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 257 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #4 CARPET 165 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 46 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 34 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 176 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #2 CARPET 174 SF 8' - 1 1/8"UPPER FLOOR HALL CARPET 121 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 57 SF 8' - 1 1/8"UPPER FLOOR OWNERS BATH TILE 87 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 41 SF 8' - 1 1/8"UPPER FLOOR STAIRS CARPET 71 SF 8' - 1 1/8"WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT2 WINDSOR NEXT DIMENSION 2 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"1 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 8"3 WINDSOR NEXT DIMENSION 1 30-30-3060 SL 7' - 6" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 5 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0"8' - 0"6 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"8 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 13' - 6 3/4"9 WINDSOR NEXT DIMENSION 4 6042 SL 5' - 0" 3' - 6" 6' - 10"10 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 2 7260 SL 6' - 0" 5' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 3 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"3/8" = 1'-0"A-5012METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3/8" = 1'-0"A-5013TYP. POURED WALL SECTION1/2" = 1'-0"A-5014BEARING WALL SECTION1/2" = 1'-0"A-5015GARAGE CEILING1/2" = 1'-0"A-5017TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5018TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5019TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-50110TYP. POURED WALKOUT SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/8" = 1'-0"A-5011ROOF PLAN1/2" = 1'-0"A-5016TYP. COLUMN
Upper Level
Member Name Results Current Solution Comments
Bedroom #2 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Owner's Suite Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Owners Bath Window Side Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Bedroom #3 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Stairs Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Main Level
Member Name Results Current Solution Comments
Flush Great (H)Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
Flush Mud/Garage (V)Passed 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
Flush Pantry (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Flush Stairs (V)Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Great Room Back Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Dining Room Side Window Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Dining Room Patio Door Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Dining Room Back Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Mudroom Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Garage 8' OHD Passed 2 piece(s) 2 x 12 SPF No.1/No.2
Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Foyer Front Door Passed 3 piece(s) 2 x 10 SPF No.1/No.2
Office Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2
Great Room Side Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Powder Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Drop Front Porch (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Drop Front Porch (V)Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Lower Level
Member Name Results Current Solution Comments
Part Drop Game (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Family Window Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Game Room Back Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom #5 Window Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Mechanical Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
8123 198th Street W, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 1 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None
2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 5' 6"N/A 160.0 105.0 Snow - Gable End
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #2 Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 2 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 8' 6"N/A 160.0 105.0 Snow - Gable End
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Suite Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 3 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1493 @ 0 1913 (1.50")Passed (78%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)304 @ 10 3/4"2872 Passed (11%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)840 @ 1' 1 1/2"3946 Passed (21%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 1 1/2"0.112 Passed (L/999+)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"548 945 1493 None
2 - Trimmer - SPF 1.50"1.50"1.50"548 945 1493 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 3" o/c
Bottom Edge (Lu)2' 3" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 3"24'20.0 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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owners Bath Window Side
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 4 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1088 @ 1 1/2"3825 (3.00")Passed (28%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)810 @ 1' 1/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2042 @ 4'3946 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.031 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.080 @ 4'0.387 Passed (L/999+)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 None
2 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' o/c
Bottom Edge (Lu)8' o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 7.0 --
1 - Uniform (PLF)0 to 8'N/A 160.0 105.0 Snow - Gable End
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #3 Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 5 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4435 @ 1 1/2"7613 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3049 @ 1' 1/2"7902 Passed (39%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6847 @ 3' 4"11985 Passed (57%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.102 @ 3' 4"0.214 Passed (L/755)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.162 @ 3' 4"0.321 Passed (L/477)--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 3.00"3.00"1.75"1635 2800 4435 None
2 - Trimmer - SPF 3.00"3.00"1.75"1635 2800 4435 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 8" o/c
Bottom Edge (Lu)6' 8" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 8"N/A 10.4 --
1 - Uniform (PSF)0 to 6' 8"24'20.0 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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Stairs Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 6 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9081 @ 16' 4"12272 (5.50")Passed (74%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)6968 @ 14' 10 1/2"15960 Passed (44%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)33110 @ 8' 6 5/16"46671 Passed (71%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.332 @ 8' 4 13/16"0.400 Passed (L/578)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.468 @ 8' 4 13/16"0.800 Passed (L/410)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•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 Floor Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"3.19"2097 5023 7120 Blocking
2 - Stud wall - SPF 5.50"5.50"4.07"2628 6454 9082 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 7" o/c
Bottom Edge (Lu)16' 8" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 16' 8"N/A 24.5 --
1 - Uniform (PSF)0 to 4' 6" (Front)9'15.0 40.0
2 - Uniform (PSF)4' 6" to 13' 3" (Front)19'15.0 40.0 Floor - Upper Level
3 - Uniform (PSF)13' 3" to 16' 8" (Front)21'15.0 40.0 Floor - Upper Level
4 - Point (lb)4' 6" (Front)N/A 139 337
Linked from: Stairs
Flush Beam,
Support 2
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Flush Great (H)
3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 7 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)14679 @ 17' 8"20934 (5.50")Passed (70%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)11256 @ 15' 10 1/2"22943 Passed (49%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)61618 @ 8' 6"81355 Passed (76%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.319 @ 9'0.433 Passed (L/653)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.543 @ 9'0.867 Passed (L/383)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•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 Floor Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"3.85"6055 360 8604 15019 Blocking
2 - Column - SPF 5.50"5.50"3.86"6063 360 8616 15039 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' o/c
Bottom Edge (Lu)18' 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 18'N/A 30.6 ----
1 - Uniform (PSF)0 to 18' (Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 18' (Front)N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 18' (Front)3'20.0 -35.0 Snow - Monos
4 - Uniform (PSF)0 to 8' 6" (Front)24'20.0 -35.0 Snow - Main
5 - Uniform (PSF)10' 6" to 18' (Front)24'20.0 -35.0 Snow - Main
6 - Point (lb)8' 6" (Front)N/A 548 -945
Linked from:
Owners Bath
Window, Support 1
7 - Point (lb)10' 6" (Front)N/A 548 -945
Linked from:
Owners Bath
Window, Support 2
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Flush Mud/Garage (V)
3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 8 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2493 @ 4"7013 (5.50")Passed (36%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1267 @ 1' 2 3/4"2498 Passed (51%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2340 @ 2' 6"3431 Passed (68%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.021 @ 2' 6"0.108 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.029 @ 2' 6"0.217 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.95"693 1800 2493 None
2 - Trimmer - SPF 5.50"5.50"1.95"693 1800 2493 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' o/c
Bottom Edge (Lu)5' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5'N/A 7.0 --
1 - Uniform (PSF)0 to 5' (Front)18'15.0 40.0 Floor - Upper
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Flush Pantry (H)
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 9 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)411 @ 3' 9 1/2"1913 (1.50")Passed (22%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)236 @ 3' 1/4"2498 Passed (9%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)373 @ 1' 11 3/4"3431 Passed (11%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.002 @ 1' 11 3/4"0.091 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.003 @ 1' 11 3/4"0.181 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"133 317 450 Blocking
2 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"139 337 476 See note ¹
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 10" o/c
Bottom Edge (Lu)3' 10" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10dx1.5 3-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 9 1/2"N/A 7.0 --
1 - Uniform (PSF)0 to 4' 1" (Front)1'15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)0 to 4' 1" (Front)3'15.0 40.0 Floor - Stairs
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Flush Stairs (V)
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 10 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1432 @ 0 3806 (1.50")Passed (38%)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Shear (lbs)1096 @ 2' 10"6872 Passed (16%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)-1373 @ 8' 1 1/2"10422 Passed (13%)1.00 1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)0.008 @ 1' 8"0.132 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.016 @ 1' 8"0.198 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt 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 1.50"1.50"1.50"750 643/-81 266 1659/-
81 None
2 - Trimmer - SPF 8.00"8.00"1.50"1539 1747 355 3641 None
3 - Trimmer - SPF 8.00"8.00"1.50"1897 1747 600 4244 None
4 - Trimmer - SPF 1.50"1.50"1.50"589 643/-81 173 1405/-
81 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 1" o/c
Bottom Edge (Lu)12' 1" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 1"N/A 10.4 ----
1 - Uniform (PSF)0 to 12' 1"9'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 12' 1"N/A 80.0 --Wall - Upper Level
3 - Point (lb)1' 8"N/A 459 -289
Linked from:
Bedroom #2
Window, Support 1
4 - Point (lb)6' 8"N/A 459 -289
Linked from:
Bedroom #2
Window, Support 2
5 - Uniform (PLF)0 to 1' 8"N/A 160.0 -105.0 Snow - Gable End
6 - Uniform (PLF)6' 8" to 12' 1"N/A 160.0 -105.0 Snow - Gable End
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Great Room Back Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 11 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1838 @ 1 1/2"11419 (3.00")Passed (16%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1249 @ 1' 1/2"11854 Passed (11%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2762 @ 3' 3"17977 Passed (15%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.026 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.042 @ 3' 3"0.313 Passed (L/999+)--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 3.00"3.00"1.50"701 1138 1839 None
2 - Trimmer - SPF 3.00"3.00"1.50"701 1138 1839 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 15.6 --
1 - Uniform (PSF)0 to 6' 6"10'20.0 35.0 Snow - Lower
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Dining Room Side Window
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 12 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1838 @ 1 1/2"11419 (3.00")Passed (16%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1249 @ 1' 1/2"11854 Passed (11%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2762 @ 3' 3"17977 Passed (15%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.026 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.042 @ 3' 3"0.313 Passed (L/999+)--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 3.00"3.00"1.50"701 1138 1839 None
2 - Trimmer - SPF 3.00"3.00"1.50"701 1138 1839 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 15.6 --
1 - Uniform (PSF)0 to 6' 6"10'20.0 35.0 Snow - Lower
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Dining Room Patio Door
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 13 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 8' 6"N/A 160.0 105.0 Snow - Gable End
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Dining Room Back Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 14 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1919 @ 0 1913 (1.50")Passed (100%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)804 @ 10 3/4"2498 Passed (32%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1479 @ 1' 6 1/2"3431 Passed (43%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"531 1388 1919 None
2 - Trimmer - SPF 1.50"1.50"1.50"531 1388 1919 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 1" o/c
Bottom Edge (Lu)3' 1" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 1"22' 6"15.0 40.0 Floor - Upper Level
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Mudroom Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 15 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1523 @ 8' 10"5738 (4.50")Passed (27%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1079 @ 1' 4 3/4"3493 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3058 @ 4' 7"5306 Passed (58%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.049 @ 4' 7"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.080 @ 4' 7"0.425 Passed (L/999+)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.50"589 963 1552 None
2 - Trimmer - SPF 4.50"4.50"1.50"578 945 1523 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 1" o/c
Bottom Edge (Lu)9' 1" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 1"N/A 8.6 --
1 - Uniform (PSF)0 to 9' 1"6'20.0 35.0 Snow - Garage
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Garage 8' OHD
2 piece(s) 2 x 12 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 16 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--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 3.00"3.00"1.50"1449 879 2328 None
2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 9" o/c
Bottom Edge (Lu)16' 9" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 --
1 - Uniform (PLF)0 to 16' 9"N/A 160.0 105.0 Snow - Gable End
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Garage 16' OHD
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 17 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3306 @ 1 1/2"5738 (3.00")Passed (58%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2601 @ 1' 1/4"4308 Passed (60%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)3946 @ 2' 10 7/16"5147 Passed (77%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.030 @ 2' 11 13/16"0.192 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.063 @ 2' 11 5/8"0.287 Passed (L/999+)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.73"1748 1230 848 3826 None
2 - Trimmer - SPF 3.00"3.00"1.54"1506 1230 701 3437 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' o/c
Bottom Edge (Lu)6' o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6'N/A 10.6 ----
1 - Uniform (PSF)0 to 6'10' 3"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 6'1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6'3'20.0 -35.0 Snow - Porch
4 - Point (lb)1' 3"N/A 668 -420 Bedroom# 3
Window Support 2
5 - Uniform (PSF)1' 3" to 6'3'20.0 -35.0 Snow - Main
6 - Uniform (PSF)1' 3" to 6'1'100.0 --Wall - Gable
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Foyer Front Door
3 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 18 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2748 @ 1 1/2"5738 (3.00")Passed (48%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1984 @ 1' 1/4"4308 Passed (46%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)4536 @ 3'5919 Passed (77%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.031 @ 3' 2 5/8"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.071 @ 3' 2 1/2"0.313 Passed (L/999+)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1529 813 814 3156 None
2 - Trimmer - SPF 3.00"3.00"1.50"1207 813 604 2624 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 ----
1 - Uniform (PSF)0 to 6' 6"6' 3"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch
4 - Point (lb)3'N/A 668 -420 Bedroom# 3
Window Support 1
5 - Uniform (PSF)0 to 3'3'20.0 -35.0 Snow - Main
6 - Uniform (PSF)0 to 3'1'100.0 --Wall - Gable
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Office Window
3 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 19 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1600 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)326 @ 10 3/4"2872 Passed (11%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)900 @ 1' 1 1/2"3946 Passed (23%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 1 1/2"0.112 Passed (L/999+)--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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"655 45 945 1645 None
2 - Trimmer - SPF 1.50"1.50"1.50"655 45 945 1645 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 3" o/c
Bottom Edge (Lu)2' 3" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ----
1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 2' 3"24'20.0 -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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Great Room Side Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 20 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)10879 @ 3"11419 (4.50")Passed (95%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)7253 @ 1' 2"7902 Passed (92%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7930 @ 1'11985 Passed (66%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.030 @ 1'0.083 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.051 @ 1'0.125 Passed (L/587)--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 Floor Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"4.29"4690 572 6189 11451 None
2 - Trimmer - SPF 3.00"3.00"1.89"2077 149 2729 4955 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 11" o/c
Bottom Edge (Lu)2' 11" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 10 1/2"N/A 10.4 ----
1 - Point (lb)1'N/A 6063 360 8616
Linked from: Flush
Mud/Garage (V),
Support 2
2 - Uniform (PSF)0 to 1'9'15.0 40.0 -Floor - Upper
3 - Uniform (PLF)0 to 1'N/A 80.0 --Wall - Upper
4 - Uniform (PLF)0 to 2' 10 1/2"N/A 160.0 -105.0 Snow - Gable End
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Powder Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 21 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1326 @ 11' 9"1913 (1.50")Passed (69%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)1103 @ 2' 2 3/4"2872 Passed (38%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3456 @ 6' 6 1/2"3946 Passed (88%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.154 @ 6' 6"0.526 Passed (L/819)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.248 @ 6' 6 1/16"0.701 Passed (L/510)--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).
•Overhang deflection criteria: LL (2L/240) and TL (2L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• 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 5.50"5.50"1.50"637 1033 1670 Blocking
2 - Stud wall - SPF 1.50"1.50"1.50"503 823 1326 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 10" o/c
Bottom Edge (Lu)11' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 11' 9" (Front)4' 6"20.0 35.0 Snow - Porch
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 22 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)899 @ 6' 9"1913 (1.50")Passed (47%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)639 @ 2' 2 3/4"2872 Passed (22%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1198 @ 4' 1"3946 Passed (30%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.015 @ 4' 3/16"0.276 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.023 @ 4' 5/16"0.368 Passed (L/999+)--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).
•Overhang deflection criteria: LL (2L/240) and TL (2L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• 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 5.50"5.50"1.50"524 867 1391 Blocking
2 - Stud wall - SPF 1.50"1.50"1.50"333 565 898 Blocking
•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 Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 6' 9" (Front)6'20.0 35.0 Snow - Porch
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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 (V)
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 23 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6772 @ 4"12272 (5.50")Passed (55%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)5396 @ 1' 7 1/2"13965 Passed (39%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)24876 @ 8'36387 Passed (68%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.338 @ 8'0.383 Passed (L/544)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.477 @ 8'0.767 Passed (L/385)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•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 Floor Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"3.03"1972 4800 6772 Blocking
2 - Stud wall - SPF 5.50"5.50"3.03"1972 4800 6772 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 3" o/c
Bottom Edge (Lu)16' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 16'N/A 21.5 --
1 - Uniform (PSF)0 to 16' (Front)15'15.0 40.0 Floor - Main Level
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Part Drop Game (H)
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 24 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7263 @ 8' 4 1/2"11419 (3.00")Passed (64%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)6638 @ 7' 5 1/2"9476 Passed (70%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)15750 @ 5' 4"17662 Passed (89%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.162 @ 4' 3 7/8"0.275 Passed (L/612)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.293 @ 4' 3 15/16"0.412 Passed (L/338)--1.0 D + 1.0 L (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 3.00"3.00"1.78"2991 3772 429 7192 None
2 - Trimmer - SPF 3.00"3.00"1.91"3281 3982 526 7789 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 14.5 ----
1 - Uniform (PSF)0 to 5' 4"9'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)5' 4" to 8' 6"9'15.0 40.0 -Floor - Main Level
3 - Point (lb)5' 4"N/A 800 1200 -Floor Girder
4 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level
5 - Point (lb)2'N/A 1539 1747 355
Linked from: Great
Room Back
Window, Support 2
6 - Point (lb)6' 3"N/A 1897 1747 600
Linked from: Great
Room Back
Window, Support 3
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Family Window
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 25 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4027 @ 1 1/2"7613 (3.00")Passed (53%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2504 @ 1' 1/2"6872 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6639 @ 4' 3"10422 Passed (64%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.160 @ 4' 3"0.275 Passed (L/620)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.240 @ 4' 3"0.412 Passed (L/413)--1.0 D + 1.0 L (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 3.00"3.00"1.59"1817 2210 446 4473 None
2 - Trimmer - SPF 3.00"3.00"1.59"1817 2210 446 4473 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 8' 6"6'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck
4 - Point (lb)0 N/A 710 -446
Linked from: Dining
Room Back
Window, Support 1
5 - Point (lb)8' 6"N/A 710 -446
Linked from: Dining
Room Back
Window, Support 2
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Game Room Back Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 26 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)10036 @ 1 1/2"11419 (3.00")Passed (88%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)9010 @ 1' 1/2"11854 Passed (76%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)16866 @ 2'17977 Passed (94%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.092 @ 2' 8 1/4"0.175 Passed (L/686)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.175 @ 2' 8 1/4"0.262 Passed (L/361)--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 Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.64"4874 1996 4887 11757 None
2 - Trimmer - SPF 3.00"3.00"2.26"4206 1425 4398 10029 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 15.6 ----
1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level
3 - Point (lb)2'N/A 4690 572 6189
Linked from:
Powder Window,
Support 1
4 - Point (lb)4'N/A 2077 149 2729
Linked from:
Powder Window,
Support 2
5 - Uniform (PSF)0 to 2'9'15.0 40.0 -Floor - Upper
6 - Uniform (PLF)0 to 2'N/A 80.0 --Wall - Upper
7 - Uniform (PLF)0 to 2'N/A 160.0 -105.0 Snow - Gable End
8 - Uniform (PLF)4' to 5' 6"N/A 160.0 -105.0 Snow - Gable End
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Bedroom #5 Window
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 27 / 28
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2189 @ 1 1/2"3825 (3.00")Passed (57%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)848 @ 1' 1/4"2498 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1561 @ 1' 8"3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (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.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.72"605 1583 2188 None
2 - Trimmer - SPF 3.00"3.00"1.72"605 1583 2188 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 4" o/c
Bottom Edge (Lu)3' 4" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 4"23' 9"15.0 40.0 Floor - Main Level
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 warranties
related 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 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-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 7/20/21.
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, Mechanical Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 8/25/2021 8:39:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 8123 198th Street W, Lakeville, MN
Topaz - Aspen
8123 198th Street W, Lakeville, MN
8/25/21; #25030
Page 28 / 28
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
Primary Contact: _________________________________________________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Description of Land Disturbing Activity: _____________________________________________________
NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___
If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an
erosion and sediment control plan MUST be submitted with the residential building permit application.
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: ________________________________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 on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). 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.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
* If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to
erosion@lakevillemn.gov
“The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA)
“The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely 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 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA)
X
KP
09/14/21