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HomeMy WebLinkAbout4215 Forest Lake Drive - Building Plans: ResidentialReviewed for Code ComplianceNicole PostRPS24-00010610-2-24Please call 952-249-6000 to scheduleall inspections. Have permit numberand address when calling.Separate Permits RequiredPlumbing Mechanical Electrical SewerApproved plans must be on sitefor the duration of the project. Plans must be available toinspector.Please plan accordingly. The Citywill not issue a Temporary Certificateof Occupancy (Temp CO) for newhomes during the growing seasonfrom May 1st to November 1st. Issuance of a Certificate ofOccupancy requires all permitsassociated with the project to befinaled and an as-built surveyapproved by the City. If vegetation isnot fully established at the time ofCO issuance, the erosion controlescrow will continue to be held. This fireplace vent must be raised so not tointerfere with deck area/ blowing scalding air onpeople. 3-2x12Look to engineering for all footing,foundation and tall wall framing.Under Stair ProtectionEnclosed space under stairs thatis accessed by a door or accesspanel shall have walls,under-stair surface and anysoffits protected on the enclosedside with 1/2" gypsum boardUnprotected portions of floor shall notexceed 80 Sq Ft.Provide fire blockingvertically at ceilings andfloors, and horizontally atintervals not exceeding 10'. Look to engineering forall footing, foundationand tall wall framing.Drain to DaylightGuards shall be located alongopen sides of floors, stairs,ramps and landings locatedmore tahn 30" from floor orgrade below.Handrails shall be 34-38" in heightand continuous for the full length ofthe flight. Handrails shall bereturned or terminate in newel post.Tempered windowrequiredAttic access is required. Shallbe not less than 22" x 30"and be located in anaccessible location.Per MNF&G 505.4 Hoodsexhausting in excess of400cfm must provide heatedmakeup air at a rate approxequal to exhaust air rateTension Ties required. 4 at #750or 2 at #1500Calcs 300 cfm COPYRIGHT HANSON GROUP, LLC 2024©August 20, 2024Project Number:Date:4.362S11Sheets: of3PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionGengler Residence4215 Forest Lake DriveOrono, MNPrint Name:Signed: License Number:Ryan Mack8-20-2446673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Norton Homes18215 45th Avenue N, Suite D Plymouth, MN 554465851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comMATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS(OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATERAND VAPOR RESISTANCE AT LEASTEQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SAND-CLAY (GROUP II) ASSUMEDgeq = 45 PSF/FT (ACTIVE)BACKFILL SOIL:SAND (GROUP I) TO BE USED WHERE NOTED:geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTER2x6 LSL STUDS:112" WIDTH - 1.3E OR BETTER2x8 LSL STUDS:112" WIDTH - 1.5E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERPSL:1.8E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. CCODE2020 MINNESOTA RESIDENTIAL CODEPROJECT SCOPEDESIGN OF STAIR FOUNDATION WALLS, GARAGE FOUNDATION WALLS WITH LOW GRADE, PAD AND STRIPFOOTINGS, THE MAIN WINDFORCE RESISTING SYSTEM, TALL WALL FRAMING, AND VERTICAL LOAD PATHREQUIREMENTS FOR AN OVERHANGING SILL PLATE FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BEDONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OFTHE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY BRUCE LEHRER,ARCHITECT LAST DATED 7-16-24 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. THEDESIGN OF THE REMAINING STRUCTURE, INCLUDING ALL BEAM AND HEADER SIZES AND TALL WALL FRAMINGIS BY OTHERS.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITHWORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OFEACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARSFOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEMAT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.5.RETAINING WALL TYPE FOUNDATIONS RELY ON THE SLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLABIS TO BE IN PLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BEINSTALLED. BULKHEAD STEP FOOTINGS, DO NOT JUMP FOOTINGS AT THESE LOCATIONS.6.SITE ELEMENTS INCLUDING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACENAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS DESIGNED TO MEET H/180 DEFLECTION CRITERIA AT A MINIMUM.8.THE ENTRY PORCH AND DECK ARE CONSIDERED TO BE PRIMARILY OPEN NON-ESSENTIAL STRUCTURES ANDARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE POST UPLIFTCONNECTIONS AND LEDGER TENSION CONNECTIONS PER CODE.9.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETEABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEO.C.= ON CENTERCONCRETE PIER FOOTING SCHEDULEMARKCONCRETE PIER SIZEP112"Ø OR LARGERP212"Ø OR LARGER BELLED OUT TO 18"Ø AT THE BASEP218"Ø OR LARGER BELLED OUT TO 28"Ø AT THE BASE60" FROST COVER RECOMMENDED FOR UNHEATED AREASCONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF12'-0" x 2'-0" x 8"NONEF2-OPTION 12'-6" x 2'-6" x 12"NONEF2-OPTION 22'-6" x 2'-6" x 8"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING6"MIN.SLOPE GRADE AWAYFROM FOUNDATIONFOUNDATION WALLBY CONTRACTOROR ENGINEERINGTREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANG12"Ø ANCHOR BOLT(7" MIN EMBED) @ 72" O.C. MAX.STANDARD 2x6 @ 16" O.C. MAX. UNLESSNOTED OTHERWISE FRAME WALLABOVE w/ STANDARD HEADERS& BEARING STUDS BY SUPPLIER CROSS SECTION 6S1 LOOKOUT/STAIR WALLSFLOOR TRUSSES BY SUPPLIER(DESIGNED FOR 112" CANTILEVER)FLOOR TRUSSES FASTENEDTO SILL PLATE FORLATERAL SOIL PRESSURERESISTANCE PER CODETREATED 2x8 MIN. SILL PLATEw/ 112" MAX. OVERHANG12"Ø ANCHOR BOLT (7" MIN EMBED)w/ NUT & 18" THICK x 2" Ø ORSQUARE WASHER SPACED PER CODE(PLACE SUCH THAT 234" EDGE DISTANCEIS MAINTAINED TO BOTH OUTSIDE OFCONCRETE & INSIDE OF SILL PLATE) CROSS SECTION 2S1 FLOOR TRUSS BEARING WALLSFULL HEIGHT FOUNDATIONWALL PER CODESTANDARD 2x6 @ 16" O.C.MAX. FRAME WALL ABOVE6"MIN.SLOPE GRADE AWAYFROM FOUNDATION CROSS SECTION 3S1BEARING STUD SUPPORT IN FLOORSYSTEM AT BEARING WALLSPROVIDE 2x8 BLOCKING MEMBER(S) IN FLOORSYSTEM BELOW BEARING STUD(S) ABOVE(MATCH NUMBER OF BEARING STUDS)FULL HEIGHT FOUNDATIONWALL PER CODE2x6 BEARING STUD(S) FORHEADERS/GIRDERS PER SUPPLIER6"MIN.SLOPE GRADE AWAYFROM FOUNDATIONPROVIDE 2x4 BLOCKING MEMBER(S) IN FLOORSYSTEM BELOW BEARING STUD(S) ABOVE(MATCH NUMBER OF BEARING STUDS)FULL HEIGHT FOUNDATIONWALL PER CODE2x6 BEARING STUD(S) FORHEADERS/GIRDERS PER SUPPLIER6"MIN.SLOPE GRADE AWAYFROM FOUNDATIONFULL HEIGHT FOUNDATIONWALL PER CODE6"MIN.SLOPE GRADE AWAYFROM FOUNDATIONSTANDARD 2x6 @ 16" O.C.MAX. FRAME WALL ABOVETREATED 2x8 MIN. SILL PLATEw/ 112" MAX. OVERHANGPROVIDE TOP OF FOUNDATIONWALL BLOCKING FOR LATERAL SOILPRESSURE RESISTANCE PER CODE12"Ø ANCHOR BOLT (7" MIN EMBED)w/ NUT & 18" THICK x 2" Ø ORSQUARE WASHER SPACED PER CODE(PLACE SUCH THAT 234" EDGE DISTANCEIS MAINTAINED TO BOTH OUTSIDE OFCONCRETE & INSIDE OF SILL PLATE)(2) 2x RIM BOARD RIPPED TOFIT AS NECESSARY FASTENEDTOGETHER w/ 0.131"Ø x 3"NAILS @ 6" O.C. STAGGERED CROSS SECTION 4S1 FLOOR TRUSS NON-BEARING WALLS(2) 2x RIM BOARD RIPPED TOFIT AS NECESSARY FASTENEDTOGETHER w/ 0.131"Ø x 3"NAILS @ 6" O.C. STAGGERED CROSS SECTION 5S1BEARING STUD SUPPORT IN FLOORSYSTEM AT NON-BEARING WALLS(6-FT)(8-FT)(4.5-FT) (7-FT)(2.4-FT) (4-FT)(4-FT)(4-FT)(7-FT)(3.5-FT)(4.5-FT)(3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINE1S1REFERENCE PLANLOWER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY(2) #4 HORIZ. BARS PLACEDTIGHT AGAINST VERT. BARSTOWARD TOP OF WALLPROVIDE ADDITIONAL TOPOF WALL REINFORCEMENTAS SHOWN BELOW ALONGSTAIR SIDE WALLINSIDESTANDARD FOUNDATIONWALL PER CODE ORENGINEERING GUIDLINESRETURN TOP OFWALL BARS 24" MIN.INTO RETURNWALLS AS SHOWNREINFORCE SLAB w/ #3BARS @ 24" O.C. & PROVIDE#4 x 4'-0" HOOKS SHOWN @24" O.C. IN FOUNDATIONWALLS AROUND PERIMETERAND CAST INTO SLAB2'-0"2'-0"P1P2P3P3F1F1F1F1F2F2F2F2F2NO SILL PLATEOVERHANG ATWALKOUT WALLS· OVERHANG SILL PLATE AS SHOWN IN2/S1 ALONG FULL HEIGHT FLOOR TRUSSBEARING FOUNDATION WALLS· PROVIDE BLOCKING IN FLOOR SYSTEMAS SHOWN IN 3/S1 BELOW BEARINGSTUDS BY SUPPLIER IN LEVELS ABOVE(REQUIRED WHEN BEARING STUD ISNOT LOCATED OVER TRUSS)OVERHANG SILL PLATE ASSHOWN IN 6/S1 ALONGLOOKOUT & STAIRFOUNDATION WALLS· OVERHANG SILL PLATE AS SHOWN IN 4/S1ALONG FULL HEIGHT FLOOR TRUSSNON-BEARING FOUNDATION WALLS· PROVIDE ADDITIONAL BLOCKING INFLOOR SYSTEM AS SHOWN IN 5/S1 BELOWBEARING STUDS & AS NOTED ON PLANMIN. 20" x 8" CONCRETE STRIPFOOTINGS UNDER ALLFOUNDATION WALLS TYP. U.N.O.PROVIDE MIN. 16" x 8"CONCRETE STRIP FOOTINGSUNDER ALL INTERIORBEARING/STAIR WALLSSTANDARDFOUNDATIONWALLS PER CODE2 S2 ALONG STAIR FRONT WALL 3S24S25S25 S2 PROVIDE HOLDOWNSAS SHOWN IN 2/S3F2F2Sill Plate Overhang3 WALL SECTION 2S2 RETAINING WALL TYPEFOUNDATION WALL AT HOUSE STAIRS1'-8"3'-6"3"6"MIN.#4 HORIZ. BARS @ 24" O.C.8" MIN. C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.#4 BARS @ END, MIDDLE,& BEND OF HOOK6'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.8" THICK C.I.P.CONCRETE FOOTING2'-0"4'-0"SLAB-ON-GRADE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.2" TO VERT.BARS & HOOKSSLOPE GRADE AWAYFROM FOUNDATIONLINE OFGRANULARBACKFILLREQUIREMENTS1100% GRANULAROR GRAVELBACKFILL2x8 MIN. TREATED SILL PLATEw/ 112" MAX. OVERHANG10'-0" MAX.2NOT TO EXCEED 10'-0"4'-0" MIN. NOT TO EXCEED 6'-0" NOT TO EXCEED 3'-0"2"VERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. C.I.P.CONCRETE WALLCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)MAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE2'-0"2'-0"#4 HORIZ. BARS @ 24" O.C.SLAB-ON-GRADESEE 1/S1 FORREINFORCEMENTPROVIDE GRANULARMATERIAL FOR FILLBELOW SLAB#4 x 4'-0" HOOKS@ 24" O.C.#4 x 2'-0" DOWELS @ 24" O.C.(5" MIN. EMBED)24" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALLRELATIVELY LEVEL GRADE(COMPACT FILL ALONG WALL)TREATED 2x6 SILL PLATEw/ 112" MAX. OVERHANG12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV. WALL SECTION 5S2 GARAGE FOUNDATION WALLWITH LOW GRADE4'-0" MIN.2"VERT. BAR OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.8" MIN. C.I.P.CONCRETE WALLCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)MAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE2'-0"2'-0"#4 HORIZ. BARS @ 24" O.C.SLAB-ON-GRADESEE 1/S1 FORREINFORCEMENTPROVIDE GRANULARMATERIAL FOR FILLBELOW SLAB#4 x 4'-0" HOOKS@ 24" O.C.RELATIVELY LEVEL GRADE(COMPACT FILL ALONG WALL)TREATED 2x6 SILL PLATE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.#4 x 2'-0" DOWELS @ 36" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL WALL SECTION 4S2 GARAGE FOUNDATION WALLWITH LOW GRADE WALL SECTION 3S2 GARAGE FOUNDATION WALLWITH LOW GRADEMAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE2'-0"2'-0"SLAB-ON-GRADESEE 1/S1 FORREINFORCEMENTPROVIDE GRANULARMATERIAL FOR FILLBELOW SLAB#4 x 4'-0" HOOKS@ 24" O.C.TREATED 2x6 SILL PLATE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.#4 HORIZ. BARS @ 24" O.C.#4 x 2'-0" DOWELS @ 48" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL(PROVIDE ADEQUATEFROST PROTECTION)8" MIN. C.I.P.CONCRETE WALLRELATIVELY LEVEL GRADE(COMPACT FILL ALONG WALL)DESIGN SHOWN FOR 3/S2 - 5/S2 RELIES ON CURED CONCRETE SLABFOR TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OFBRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THECONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEELBRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETEWING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS.COPYRIGHT HANSON GROUP, LLC 2024©August 20, 2024Project Number:Date:4.362S22Sheets: of3PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionPrint Name:Signed: License Number:Ryan Mack8-20-2446673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Norton Homes18215 45th Avenue N, Suite D Plymouth, MN 554465851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com(4.5-FT)(4.5-FT)(4.5-FT)(5-FT)(5-FT)(5-FT)(5-FT)(5-FT)(7-FT)(8-FT) (4-FT)(8-FT)(8-FT) (4-FT)(4-FT)(4-FT) BRACEDWALL LINEBRACEDWALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINE BRACEDWALL LINE(3-FT)(2.5-FT)(3.5-FT)(3.5-FT)MAIN LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY1S2REFERENCE PLANPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLCONSTRUCTPORTAL FRAMEAS SHOWN IN 1/S3CONSTRUCTPORTAL FRAME ASSHOWN IN 1/S3 SIM.CONSTRUCT EXTENDEDHEADER RIGID SHEARPANEL AS SHOWN IN 2/S3CONSTRUCTSHEARWALL ASSHOWN IN 3/S3CONSTRUCTSHEARWALL ASSHOWN IN 3/S3 SIM.SCREEN PORCH EXTERIOR 12'-838"± MAX. TALL WOOD WALLS TO BE CONSTRUCTED AS FOLLOWS:·2x6 @ 16" O.C. OR (2) 2x4 @ 16" O.C.TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED)·PROVIDE FULL DEPTH BLOCKING BETWEEN STUDS AT INTERVALS NOT TO EXCEED 10-FT ALONG HEIGHT OF WALL·PROVIDE BEARING & KING STUDS NOTED ON PLAN·TOP OF WALL BRACING IS TO BE PROVIDED BY TRUSS SUPPLIER AT GABLE END·PROVIDE TOP OF WALL CONNECTIONS SHOWN FOR BRACED WALL PANELS ALONG FULL LENGTH OF WALLSGengler Residence4215 Forest Lake DriveOrono, MNBRACEDWALL LINEBUILT-UP (3) 2x6 POSTSFASTENED TOGETHER w/(2) 0.221"Ø x 438" SIMPSON SDWTRUSS-PLY SCREWS @ 9" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT KING STUD(1) 2x6 BEARING STUD &(3) 2x6 FULL HEIGHT KING STUDSGarage Foundation Wall S3FRAMING DETAILGARAGE FRONT PORTAL FRAME19'-3"±9'-93 8"±LENGTH OF CONTINUOUS HEADERFASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S3 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOW(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSCONTINUOUS LVL/LSL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)NOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.2'-112"±2'-112"±18'-3"± AT SIM.2'-5"± AT SIM.2'-212"± AT SIM.SIMPSON MSTC40 STRAPCONNECTION STUDS TO TRUSSOR BLOCKING IN FLOOR BELOWPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 6" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMINGABOVE AS SHOWN FORBRACED WALL PANELSHEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY SUPPLIERS3FRAMING DETAILPERFORATED SHEARWALL3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.3'-014"±2'-534"±LENGTH OF CONTINUOUS HEADERPROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON STHD14EMBEDDED HOLDOWNANCHOR AT LOCATIONSSHOWN (REFER TO 4/S3FOR ALTERNATIVE OPTION)SIMPSON MSTC52 STRAPSCENTERED ON FLOOR SYSTEMAT LOCATIONS SHOWN(PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(2) 2x6 FULL HEIGHT STUDSEACH END OF HEADER(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.LARGER HATCHED AREAINDICATES 716" OR THICKERPLYWOOD OR OSBSHEATHING APPLIED TOEXTERIOR SIDE w/ STANDARD6"/12" NAILING PATTERNCONTINUOUS LSL/LVL HEADERTO SUPPORT VERTICAL LOADSBY SUPPLIER (MIN. 312" WIDTH& MIN. 912" DEPTH REQ'D)INTERMEDIATE BEARINGSTUDS BY SUPPLIERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMINGABOVE AS SHOWN FORBRACED WALL PANELSRIGID SHEAR PANEL2S3FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.COPYRIGHT HANSON GROUP, LLC 2024©August 20, 2024Project Number:Date:4.362S33Sheets: of3DescriptionDateRevisionPrint Name:Signed: License Number:Ryan Mack8-20-2446673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Norton Homes18215 45th Avenue N, Suite D Plymouth, MN 554465851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S3FRAMING DETAILGengler Residence4215 Forest Lake DriveOrono, MN