4215 Forest Lake Drive - Building Plans: Residential

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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