Loading...
HomeMy WebLinkAboutLA212222 - 19805 Henning Ave - 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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 19805 HENNING AVE.LAKEVILLE, MN 55044SHEET TITLE:SHEET:DRAFTING & DESIGNSCALE:DRAWINGS PROVIDED BY:, PROJECT DESCRIPTION:DATE:MGE SHEET INDEX A1 ELEVATIONS A2 FOUNDATION & BASEMENT PLANS A3 MAIN FLOOR & SECOND FLOOR PLANS 4/25/2023 GENERAL NOTES: THE CONTRACTOR AND/OR OWNER MUST VERIFY & CHECK ALL DRAWINGS & NOTIFY OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTIONS PRIOR TO START OF CONSTRUCTION. THE SELECTION & APPLICATION OF CORRECT STRUCTURAL MATERIALS IS ALSO THE RESPONSIBILITY OF THE BUILDER. T1TITLE SHEETLOT 10, BLOCK 02, BERRES RIDGE 7TH 19805 HENNING AVE. LAKEVILLE, MN 55044 LOT 10, BLOCK 03, BERRES RIDGE 7TH13601 70TH AVE. N.MAPLE GROVE, MN 55311Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 05/12/2023dmathews 1'-6" 1'-6" 1'6'-10"6'-10"12 8 6x6 POSTS W/ 1' CEDAR WRAP LP BOARD & BATTEN SIDING BRACKET 12 8 CEDAR WRAPPED HEADER 6" TRIM BOARD MAIN FLOOR WINDOW HT. SECOND FLOOR WINDOW HT. 6" DEEP BOXED GABLE END 1'-6" 1' STEP FOUNDATION AS PER SITE CONDITIONS 12 7 6x6 POSTS W/ 1' CEDAR WRAP VINYL SIDING BRACKET 12 4 12 8 1'-6" STEP FOUNDATION AS PER SITE CONDITIONS 12 7 VINYL SIDING 12 7 BRACKET 12 8 1'6'-8"VINYL SIDING DECK LEDGER7 : 128 : 12 8 : 127 : 128 : 128 : 127 : 127 : 124 : 128 : 12 8 : 1219805 HENNING AVE.LAKEVILLE, MN 55044SHEET TITLE:SHEET:DRAFTING & DESIGNSCALE:DRAWINGS PROVIDED BY:, PROJECT DESCRIPTION:DATE:MGE 4/25/2023LOT 10, BLOCK 03, BERRES RIDGE 7THA1ELEVATIONS 13601 70TH AVE. N.MAPLE GROVE, MN 55311FRONT ELEVATION 1/4" = 1'-0" BACK ELEVATION 3/16" = 1'-0" RIGHT ELEVATION 3/16" = 1'-0" LEFT ELEVATION 3/16" = 1'-0" ROOF PLAN 3/16" = 1'-0" Secure door closed until deck is constructed with a separate permit. WH CL12'-2"CL 7'-4" CL CL 3'-4" CL CL 3'-8"12'20'6'12'-6" 50'-6" CL 21'-5 1/2"22'2'45'-8"6'CL 12'-2"CL 7'-9"16'-1"45'-8"3'-8"CL 8'-6" CL 12'-6" CL 7'-2" CL 5'-4"6'-4" CL 28'11'-8" 50'-6" 10'-6"40' 16'-3"1'-10 1/2"1'-10 1/2"1'-1 1/2" 9'-3"1'-7 1/2" CL 6'-4"2'8'-11" CL 10'-2"2"2" CL 9'-4 1/2" CLCL 11'-0 1/2" CL CL 3'-10"CL 3'-7 5/8"CL 11'-6 5/8" 5040CSMT 6068 7650CSMT 266826685068 28682468 UNEXCAVATED 16R FAMILY ROOM 26'-10"x16'-0" EXCAVATED18" FLOOR TRUSSES@ 16" O.C.UNFINISHED UP STORAGE RM. BEDROOM #5 11'-2"x13'-8" UNFINISHED 4" REINFORCED CONC. GAR. FL. 4" SAND FILL 18" FLOOR TRUSSES@ 16" O.C.UTILITY RM.BATH UNFINISHED ROUGH INSTEP FOUNDATIONAS PER SITE CONDITIONSSTEP FOUNDATIONAS PER SITE CONDITIONSFLUSH 3- 9 1/2 LVL SPIGOT SPIGOT 36"H RAILING & BALUSTERS SPACED LESS THAN 4" APART 2- 9 1/2 LVL2- 9 1/2 LVL2- 9 1/2 LVL 2- 9 1/2 LVL 2- 9 1/2 LVL 2x6 STUDS @ 16" O.C. W/ 8"x16" FOOTING 8" POURED CONC.FOUNDATION W/ 8"x20" FOOTING 42" BELOW GRADE OFFSET FOUNDATION FOR FLUSH 2" R-10 RIGID INSULATION 10" POURED CONC. FOUNDATION W/ 8"x20" FOOTING (2) #5 REBAR CSWSP 48" BWP CSWSP 48" BWP CSWSP 48" BWP 30"x30"x12" PAD FOOTING 30"x30"x12" PAD FOOTING 30"x30"x12" PAD FOOTING 12'20'6'12'-6" 50'-6"22'2'45'-8"6'CL 12'-2"CL 7'-9"16'-1"45'-8"3'-8"39'-8" 50'-6" 10'-6"40' 16'-3"1'-10 1/2"1'-10 1/2"1'-1 1/2"9'-3"1'-7 1/2" CL 6'-4"2'4'-8" CL CL 3'-11"10'-2"2"2" CL 3'-10"CL 16'-1"10'-11" 13'-8"21'-8" UNEXCAVATED EXCAVATED 4" REINFORCED CONC. GAR. FL. 4" SAND FILL 8" POURED CONC.FOUNDATION W/ 8"x20" FOOTING 42" BELOW GRADE STEP FOUNDATIONAS PER SITE CONDITIONSSTEP FOUNDATIONAS PER SITE CONDITIONSOFFSET FOUNDATION FOR FLUSH 2" R-10 RIGID INSULATION INTERIOR 8"x16" FOOTING 10" POURED CONC. FOUNDATION W/ 8"x20" FOOTING (2) #5 REBAR 8" POURED CONC.FOUNDATION W/ 8"x20" FOOTING 42" BELOW GRADE 2" LEDGE 2" LEDGE4" LEDGE 4" LEDGE 30"x30"x12" PAD FOOTING 30"x30"x12" PAD FOOTING 30"x30"x12" PAD FOOTING 19805 HENNING AVE.LAKEVILLE, MN 55044SHEET TITLE:SHEET:DRAFTING & DESIGNSCALE:DRAWINGS PROVIDED BY:, A2PROJECT DESCRIPTION:DATE:MGE 4/25/2023LOT 10, BLOCK 03, BERRES RIDGE 7THFOUNDATION &BASEMENT PLAN13601 70TH AVE. N.MAPLE GROVE, MN 55311BASEMENT FLOOR PLAN 1/4"=1'-0" FOUNDATION PLAN 1/4"=1'-0" UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 3DB30213DB3021 2636CSMT 6068 7650CSMT 3030FX3030FX4036FX5050CSMT 2040FX3068 16080 O.H. GAR. DR. 9080 O.H. GAR. DR.2636CSMT2636CSMT2868 STL. DR.4068 C.O.40682068246824683068 SD CO CL CL 3'-5"2'9'-8"CL16'-2"6'CL 6'-3"5'-9" CL 10'10'1'-11"2'-10"1'-3" 12'20'6'12'-6" 50'-6" CLCL 12'-6" CL 16'-9"2'-3" 40'10'-6" CL 2'-3"CL 9'-3 1/2"CL 11'-6 1/2"CL 4'-8 1/2"5'-5"22'2'45'-8"2'CL 12'-2"CL 7'-8"CL 5'-7 1/4"CL 4'-7 1/2"5'-11 1/4"45'-8"CL 4'-7 1/2" 2'-2" 2' CL 6'-4" CL CL 9' CL CL 4'-0 1/4" CL CL1'-2"CL CL 2'-6" CL 8'-6" CL CL 3'-10"3'-6"4'-6" CL3'-1 1/2"CL CL 2'-9 5/8"CL CL2'-9 3/4"CL CL 2'-9 5/8"6'CL 6'-3" CL 6'-3" 3'-4" CL 10'-2"7'-4" CL CL 3'-10"CL 16'-2"11'-10"11'-8"2'CL CL 3'-10"CL CL3'-10"1'-4" 14'-6" 3 CAR GARAGE 19'-6"x23'-0" 12'-0"x21'-0" OFFICE 11'-6"x11'-6"FOYER LIVING ROOM 17'-0"x16'-0" DINETTE 10'-0"x16'-0" KITCHEN 13'-0"x16'-0" BATH DN UP DROP ZONE PANTRY MUD ROOM PORCH 16R 17R DN 3RREF TEMP.TEMP.LANDING LANDING 18" FLOOR TRUSSES@ 16" O.C.18" FLOOR TRUSSES@ 16" O.C.18" FLOOR TRUSSES@ 16" O.C.GIRDER TRUSS SIZED BY MANUF.GIRDER TRUSS SIZED BY MANUF.2'-0"x2'-6" ATTIC ACCESS ENGINEERED ROOF TRUSSESSPACED 2'-0" O.C.ENGINEERED ROOF TRUSSES SPACED 2'-0" O.C. 4' BENCH/HOOKS 2- 9 1/2 LVL 2X6 WALL 2- 11 7/8 LVL FULL LENGTH 2- 11 7/8 LVL FULL LENGTH 9' CLG. 2- 9 1/2 LVL FLUSH 3- 9 1/2 LVL 2- 9 1/2 LVL2- 9 1/2 LVL 2- 9 1/2 LVL2- 9 1/2 LVL2- 9 1/2 LVL 36"H RAILING & BALUSTERS SPACED LESS THAN 4" APART 2- 9 1/2 LVL2- 9 1/2 LVL2- 9 1/2 LVL2- 9 1/2 LVL 2- 9 1/2 LVL 2- 9 1/2 LVL AREA: MAIN FLOOR 1,118 SQ. FT. 6x6 POSTS W/ 1' CEDAR WRAP NOTES: ALL HEADERS SHALL HAVE 1 1/2" MIN. BEARING SPANS GREATER THAN 4'-10" SHALL HAVE 2 TRIMMERS ALL HEADERS SHALL BE VERIFIED BY BUILDER & BUILDING INSPECTOR FRAME WALL ABOVE FIREPLACE 16" FROM FACE OF THE FIREPLACE -OPENING TO BE 12" ABOVE FLOOR 9' CLG 9' CLG 9' CLG CS PF 24" BWP CS PF 24" BWP CS PF 18" BWPCSWSP48" BWPCSWSP48" BWPCSWSP48" BWPCSWSP 48" BWP CSWSP 48" BWP CSWSP48" BWPCSWSP48" BWPCSWSP 48" BWP CSWSP 48" BWP CSWSP 48" BWP CSWSP48" BWPCSWSP48" BWPCSWSP48" BWPCSWSP 42" BWP CSWSP 42" BWP CANTILEVER ABOVE 4" CONC. SLAB W/ 3'x3' 1/2" REBAR GRID SLOPE 1/8 /FT.SLOPE 1/8 /FT.2- 9 1/2 LVL4' BENCH/HOOKSCANTILEVER ABOVE 18"Wx12"H SOFFIT 5040CSMT5040CSMT3013FX4040FX5050CSMT 2640CSMT 4040CSMT 2468 2668 2668 2468 2668 2868 2468 2668 2468 2468 246824684036FX 7640CSMT 2468SD SD SD SD COSD CL 8'-10 1/4" CL CL 3'-2 1/2"8'-5 1/2"CL CL 4'-4"CL 4'-9" CLCL 4'-5" CL CL 5'-11"CLCL 5'-4" CLCL 3' 4'-10" CL CL 4'-3"2'-7" CL 2'-10" CL 9'-4 1/8"6'-3 7/8" CL 14'-8"6'-10"18'-6" 40' CL CL 5'-6"CL 5'-5"CL 7'-1"CL 10'-11"CL 4'-4"11'-8"34'1'1'CL CL 3'-10"CL 3'-10"CL 12'-2"CL 7'-8"16'-2"36'CL 7'-9"7'-1 1/4" 14'-10 1/4"12'-3 1/2"12'-10 1/4" 40' 4' CL CL 6'12'-2 1/4" CL 7'-10"CL CL4'-4"CL CL 3'-10"CL 3'-10"CL 11'-8"CL CL 5'CL CL 5'-6" CLCL 3'-4"1'-4"1'-4"CL CL 6'-5"CL9'-9"CL 1'-6" CL CL 3'-5"1'CL 3'-8"CL 3'-5 1/4" MASTER BEDROOM 14'-6"x15'-6" BEDROOM #3 13'-6"x11'-0" BEDROOM #4 11'-6"x11'-6" BEDROOM #2 12'-6"x10'-8" WALK-IN CLOSET SLIP IN LINEN LINENMASTER BATH WALK-IN CLOSET VAULTED CLG W D LAUNDRY BATH DNBARN BEAMBARN BEAMENGINEERED SCISSOR TRUSSESSPACED 2'-0" O.C.ENGINEERED ROOF TRUSSESSPACED 2'-0" O.C.1/2 WALL W/ CAP 42"H 2x6 WALL W/ GLASS PARTITION TEMP. 2X6 WALL 57"x48" SHOWER FREE STANDING SOAKER TUB 2 SHELVES 2 SHELVES2X6 WALL 2X6 WALL AREA: 2ND FLOOR 1,415 SQ. FT. 60" TUB W/ SHOWER 2- 2x10 SPF 2- 2x10 SPF 2- 2x10 SPF2- 2x10 SPF2- 2x10 SPF2- 2x10 SPFLANDING 2- 2x10 SPF 2- 9 1/2 LVL 8' CLG. 8' CLG. 17R CAB. 2'-0"x2'-6" ATTIC ACCESS CSWSP48" BWPCSWSP 42" BWP CSWSP 42" BWP CSWSP 48" BWP CSWSP 48" BWPCSWSP48" BWPCSWSP48" BWPCSWSP48" BWPCSWSP48" BWPCSWSP48" BWPCSWSP 48" BWP CSWSP 48" BWP CSWSP 48" BWP CANTILEVER MASTER BATH SOFFIT 3- 9 1/2 LVL 2X6 WALLCANTILEVER BARN RIDGE BEAM BENCH 2- 2x10 SPF19805 HENNING AVE.LAKEVILLE, MN 55044SHEET TITLE:SHEET:DRAFTING & DESIGNSCALE:DRAWINGS PROVIDED BY:, A3PROJECT DESCRIPTION:DATE:MGE 4/25/2023LOT 10, BLOCK 03, BERRES RIDGE 7THMAIN FLOOR &SECOND FLOORPLANS13601 70TH AVE. N.MAPLE GROVE, MN 55311MAIN FLOOR PLAN 1/4"=1'-0" 1 A4 1 A4 SECOND FLOOR PLAN 1/4"=1'-0" 1 A4 1 A4 FAN Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. BWPs Above -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 9'-1 1/8"1'-6 3/4"1'-6 3/4"8'-1 1/8"8'-1 1/8"1'-6" 2'2'12 7 ±4" ROCK VAPOR BARRIER 2" RIGID FOAM INSULATION 8" POURED CONC. FOUNDATION W/ 8"x20" FOOTING 42" BELOW GRADE W/ (2) #5 REBAR R-10 RIGID INSULATION 40 MIL WATERPROOFING MEMBRANE INTERIOR 8"x16" FOOTING MAIN LEVEL T.O. PLATE UPPER LEVEL T.O. PLATE LOWER LEVEL T.O. PLATE ±±±±10" POURED CONC. FOUNDATION W/ 8"x20" FOOTING (2) #5 REBAR OFFSET FOUNDATION FOR FLUSH 2" R-10 RIGID INSULATION & 40 MIL WATERPROOFING MEMBRANE LAP SIDING OVER TYVEK WEATHER BARRIER & 7/16" OSB SHEATHING ON 2x6 STUDS SPACED 16" O.C. -FILL W/ R-20 HIGH DENSITY FIBERGLASS BATT INSULATION 18" FLOOR TRUSSES SPACED 24" O.C. W/ 3/4" O.S.B. SUBFLOOR R-15 CLOSED CELL SPRAY FOAM INSUL. 4" CONC. SLAB W/ 3'x3' 1/2" REBAR GRID 5/8" TYP. X GYP. BD. AT GARAGE ROOF VENTS & AIR CHUTES AS REQ'D BY CODE ENGINEERED TRUSSES DESIGNED BY MANUF. SPACE 2'-0" O.C. - FILL W/ 16 1/2" FIBERGLASS R-49 INSULATION SEE MANUFACTURER FOR CONNECTION NOTES ICE & WATER SHIELD 2'-0" BEYOND I.S. FACE OF EXTERIOR WALLS & VALLEYS 12 8 ASPHALT SHINGLES OVER UNDERLAYMENT ON 1/2" OSB SHEATHING 2x6 SUBFASCIA W/ ALUM. FASCIA & SOFFIT & CONT. ALUM. SOFFIT VENTING & AIR CHUTES 2'-0" O.C. 6 MIL POLY W/ 5/8" GYP. BD. CEILING 18" FLOOR TRUSSES SPACED 24" O.C. W/ 3/4" O.S.B. SUBFLOOR -FILL W/ R-39 FIBERGLASS INSUL. 6 MIL POLY W/ 5/8" TYP X GYP. BD. CEILING 2x4 STUDS 16" O.C. W/ R-21 FIBERGLASS BATT INSULATION & 4 MIL. POLY W/ 1/2" GYP. BD. BRACKET 4" CONC. SLAB W/ 3'x3' 1/2" REBAR GRID 2x6 STUDS @ 16" O.C. GIRDER TRUSS SIZED BY MANUF. DRAIN TILE TTTTLAP SIDING OVER TYVEK WEATHER BARRIER & 7/16" OSB SHEATHING INTERIOR WALL 1/2" = 1'-0" 2x4 WD STUDS 16" O.C. W/ 1/2" GYP. BD. EACH SIDE 2x6 WD STUDS AT 16" O.C. W/ R-20 FIBERGLASS BATT INSULATION & 4 MIL POLY & 1/2" GYP. BD. EXTERIOR WALL 1/2" = 1'-0" INTERIOR WALL 1/2" = 1'-0" 2x6 WD STUDS AT 16" O.C. W/ R-20 FIBERGLASS BATT INSULATION & 4 MIL POLY W/ 1/2" GYP. BD. & 5/8" TYP. X GYP. BD. GARAGE SIDE -ENTIRE WALL FOUNDATION WALL 1/2"Dx12" ANCHOR BOLTS W/ 2"x2" WASHERS MIN. EMBEDED = 7" PANEL SPLICE MIDDLE 24" OF WALL HEIGHT BLOCKING WITH 8D @ 3" SEE PLAN FOR WIDTH (1'-8" MIN.) STRAP TIE (BACKSIDE) USP LSTA24 OR EQUAL FASTEN SHEATHING TO LVL W/ 8D NAILS IN A 3"x3" GRID HEADER (MIN. 3"x11 1/4") SEE PLAN EXTEND TO CORNER MAX HEIGHT 10'-0"BRACE WALL CS-PF 3/4" = 1'-0" BRACE WALL CS-PF 3/4" = 1'-0" BRACE WALL CS-WSP 3/4" = 1'-0" 2 ROWS 8D @ 3" 8D @ 3" 7/16" OSB 6-16D KING STUD TO HEADER 8D @ 3" EA. WAY 8D @ 8" O.C. FOUNDATION WALL MIN. 4200 LB. HOLD DOWN STRAP EMBEDED INTO CONC. PANEL SPLICE MIDDLE 24" OF WALL HEIGHT BLOCKING WITH 8D @ 3" SEE PLAN FOR WIDTH (1'-8" MIN.) STRAP TIE (BACKSIDE) USP LSTA24 OR EQUAL FASTEN SHEATHING TO LVL W/ 8D NAILS IN A 3"x3" GRID HEADER (MIN. 3"x11 1/4") SEE PLAN EXTEND TO CORNER MAX HEIGHT 10'-0"2 ROWS 8D @ 3" 8D @ 3" 7/16" OSB 6-16D KING STUD TO HEADER 8D @ 3" EA. WAY 8D @ 8" O.C. FOUNDATION WALL 48" BRACE WALL 6D @ 6" 8D @ 3" @ FOUNDATION WALL 7/16" OSB 8D @ 8" O.C.TTTT19805 HENNING AVE.LAKEVILLE, MN 55044SHEET TITLE:SHEET:DRAFTING & DESIGNSCALE:DRAWINGS PROVIDED BY:, PROJECT DESCRIPTION:DATE:MGE 4/25/2023LOT 10, BLOCK 03, BERRES RIDGE 7THA4SECTION & DETAILS13601 70TH AVE. N.MAPLE GROVE, MN 55311SECTION 3/8"=1'-0" R-20 Min Max R-11 and must comply with R402.1.1.7 5 5 5