1650 Shadywood Road - Building Plans: Residential (48)

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COPYRIGHT HANSON GROUP, LLC 2024©November 7, 2024Project Number:Date:4.498S22Sheets: of3PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Print Name:Signed: License Number:Ryan Mack11-7-2446673Date:Morrison Residence1650 Shadywood RoadOrono, MNI 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.DescriptionDateRevisionWooddale Builders, Inc.6117 Blue Circle DriveHopkins, MN 55343BUILDER IS REQUIRED TO SEND FINAL TRUSSLAYOUT DRAWINGS TO THE HANSON GROUPPRIOR TO CONSTRUCTION FOR VERIFICATION OFLOAD PATHS AND FRAMING SIZES LISTED5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comNOTES1.VERTICAL REINFORCEMENT MAY BE REDUCED TO #4BARS @ 36" O.C. ALONG WALL SHARED w/ BASEMENT.2.INSTALL (1) ADDITIONAL #4 VERTICAL BAR FULLHEIGHT EACH SIDE OF WALL OPENINGS.SLAB-ON-GRADE9'-9"± VERIFY EXACT DIMENSIONS w/ HOUSE PLANS 8" CONCRETE PLANK w/ 4" MAX.AVG. CONCRETE TOPPING (MAX.SPAN APPROX. 26'-0" OUT TO OUT)#4 x 1'-4" DOWELS @ 48" O.C.DRILLED IN & GROUTED SOLIDBY PRECASTER ALL WALLS4" MIN. PLANK LEDGE#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED)28" WIDE x 10" DEEP MIN.CONCRETE STRIP FOOTING(24" WIDE x 10" DEEP ATPLANK NON-BEARING WALLS)#4 HORIZ. BARS @ 24" O.C.VERTICAL BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.w/ 12" MIN. THICK WALL:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" MIN. C.I.P. CONCRETE WALL2"6" MIN. WIDTH x 16" MAX.HEIGHT STEMWALL8" MIN. HEIGHT REQ'D AT MAINLEVEL OVERHEAD DOORS WALL SECTION 5S2FOUNDATION WALL SUPPORTINGPRECAST CONCRETE PLANKMEMBRANE AND RIGID INSULATIONBELOW TOPPING BY OTHERS6"MIN.SLOPE GRADE AWAYFROM FOUNDATION12"Ø ANCHOR BOLT(7" MIN EMBED) @ 72" O.C. MAX.(1) #4 HORIZ. BAR @TOP OF STEM WALL#4 x 3'-0" DOWELS @ 36" O.C.(AT REDUCED STEM HEIGHTAT UPPER OVERHEAD DOORS,CENTER AT PLANK LEDGEAND HOOK AS REQUIRED)GROUT SOLID BETWEENPLANK & WALL AS REQ'D2x8 MIN. TREATED SILL PLATEw/ 112" MAX. OVERHANG WALL SECTION 6S2 RETAINING WALL TYPEFOUNDATION WALLAT STAIRWAY1'-10"3"6"MIN.#4 HORIZ. BARS @ 24" O.C.10" MIN. C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTINGSLAB-ON-GRADE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.2" TO VERT. BARS & HOOKSSLOPE GRADE AWAYFROM FOUNDATIONLINE OFGRANULARBACKFILLREQUIREMENTS12100% GRANULAROR GRAVELBACKFILLw/ 6" CLAYCAP2x8 MIN. TREATED SILL PLATEw/ 112" MAX. OVERHANG11'-3" MAX.FRAME WALL ABOVE4'-0"#4 BARS @ END, MIDDLE,& BEND OF HOOK6'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.2'-3"3'-9"MAY SHIFT WALL OUTWARD w/ 8"MIN. WIDTH x 18" MAX. STEMWALL &2" WIDE EXTERIOR LEDGE HIDDENBELOW GRADE AS SHOWN BELOW8"10"WALL SECTIONFULL HEIGHT FOUNDATION WALLMID-CHORD BEARING2S2SLAB-ON-GRADE11'-3" MAX.#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGVERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. C.I.P. CONCRETE WALL6"MIN.SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZ. BARS @ 24" O.C.2"SEE 3/S2 FOR TOP OF WALLCONNECTIONS AT FLOORNON-BEARING WALLFLOOR TRUSSES BYSUPPLIER @ 19.2" O.C.MAX. DESIGNED FOR112" OVERHANG2x8 MIN. SILL PLATEw/ 112" MAX. OVERHANG12"Ø ANCHOR BOLT (7" MINEMBED) w/ NUT & 18" THICK x 2"ØOR SQUARE WASHER @ 24" O.C.(234" FROM EDGES OF SILL /CONCRETE WALL)METAL PLATED CONNECTION BYTRUSS SUPPLIER DESIGNED TOTRANSFER 1200 LB LATERAL SOILPRESSURE LOAD FROM SILLPLATE TO TRUSS TOP CHORDSSIMPSON A35 FRAMINGANGLE BOTH SIDES OFTRUSS w/ (6) 8d x 112" NAILSEACH LEG OF EACH ANGLEMAINTAIN 6"MIN. WIDTHSTEMWALLw/ LEDGESEE BELOW FORWALL w/ LEDGE(12) 0.131"Ø x 3" NAILSTHRU SHEATHING TOBLOCKINGFOUNDATION WALL -SEE 2/S2 FORANCHORS, SILL, &WALL INFOTRUSSES BYSUPPLIER @19.2" O.C. MAX.LVL BLOCKING RIPPED TOFIT IN FIRST TRUSS SPACETIGHT TO KNEEWALL & 2x4BLOCKING LAID FLAT INSECOND TRUSS SPACE- TOENAIL FOR STABILITYTREATED 2x8 MIN. SILL PLATEw/ 112" MAX. OVERHANGFASTEN BOTTOM PLATE OF KNEEWALL TO SILL PLATE w/ (12) 0.131 Øx 3" LONG TOP NAILS OR (6) 0.25Ø x3" LONG STRUCTURAL SCREWSDIRECTLY ADJACENT BLOCKING2x6 KNEE WALL WALL SECTION TYPICAL TOP OF WALLPARALLEL TO FRAMINGMID-CHORD BRG HEIGHT3S2SPACE BLOCKING@ 24" O.C. TYP.NOTEWALL MAY BE POURED 8" THICK WITH #5 VERTICALBARS @ 12" O.C. OR #6 VERTICAL BARS @ 18" O.C.EXTREME CARE IS TO BE TAKEN DURINGBACKFILLING WITH TEMPORARY SHORING BYCONTRACTOR IF WALL IS POURED 8" THICK.2" TO VERT. BARS & HOOKSTREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANG3" WALL SECTION 4S2TALL LOOKOUT WALLNOT TO EXCEED 6'-0"SLAB-ON-GRADE26" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL6"2'-6"#4 x 3'-0" HOOKS@ 24" O.C.#4 HORIZ. BARS@ 24" O.C.6"MIN.SLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OR EQUIV.#4 VERTICAL BARS@ 24" O.C.8" MIN. C.I.P.CONCRETE WALLSLOPE GRADE AWAYFROM FOUNDATIONGRANULARMATERIAL(SAND)2" TO HORIZ. BARS#4 VERT. BARS@ 36" O.C.8" MIN C.I.P.CONCRETE WALLPROVIDE 2" RIGIDINSULATION AT BASE OFWELL & UP SIDE & REARWALLS BELOW GRADE#4 HORIZ. BARS @ 24" O.C.(HOOK AROUND CORNERS &RETURN 24" MIN. INTO FULLHEIGHT BASEMENT WALLS) WALL SECTION WINDOW WELL WALLS7S220" x 8" MIN. CONCRETESTRIP FOOTING UNDERWINDOW WELL WALLS10'-0" MAX.LINE OF GRANULARBACKFILL REQUIREMENTS100% SAND ORGRAVELBACKFILL12#4 x 3'-0" HOOKS @ 36" O.C.(5" MIN. EMBED)6"2'-6"ROOM-IN-ATTIC TRUSSESROOM-IN-ATTIC TRUSSESINDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.DASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSS TYP.(3) 2x6BEARINGSTUDS(3) 2x6BEARINGSTUDS(3) 2x6BEARINGSTUDS(3) 2x6BEARINGSTUDS(3) 2x6BEARINGSTUDSINDICATES MIN. (2) 2x6 BEARINGSTUDS BELOW CONTINUOUS HEADERBETWEEN OPENINGS TYP. U.N.O.(2) 912" LVLUPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY1S2REFERENCE PLANPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.1'-8" MIN.1'-8" MIN.RIGID SHEAR PANEL8S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.LENGTH OFCONTINUOUSHEADER/LVL PLATESCONTINUOUS (NO SPLICES) (2) 2x6 LVLPLATES ABOVE & BELOW HEADER(2) 2x6 LVL & (1) 2x6 SPF PLATESTO SUPPORT TRANSOMWINDOWS FASTENED TOINTERMEDIATE BEARING STUDSw/ SIMPSON A35 FRAMINGANGLES TOP & BOTTOMFASTEN LVL PLATESTO HEADER w/ (3) 6"LONG SIMPSON SDWSTIMBER SCREWS(1) 2x6 BEARING STUD &(2) 2x6 FULL HEIGHT STUDSEACH END OF HEADER(2) 2x6 BEARING STUDS MIN.FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.PROVIDE DOUBLESTUDS AT END OF WALLSEE PLAN FORCONTINUOUS HEADERTYPICAL 2x6 STUDS@ 16" O.C.NOTCH TOP LVL PLATES& INSTALL (2) 6" LONGSIMPSON SDWC TRUSSSCREWS THROUGHWALL TOP PLATES INTOEACH LVL PLATE(2) 2x6 BEARING STUDSFASTENED TOGETHER w/ 10dNAILS @ 6" O.C. STAGGEREDTYP. BETWEEN WINDOWSPROVIDE TOP OF WALLLATERAL BRACE ABOVEPEAK AND MID-HEIGHT OFVAULT AS SHOWN IN 6/S3OR 7/S3 AS APPLICABLENAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SIMPSON LSTA36 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)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.)FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSLARGER HATCHED AREAINDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE w/STANDARD 6"/12" NAILING PATTERNFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"BLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWNANCHOR NAILED TO LVL STUDS12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3-FT)(3-FT) (2.8-FT) (3-FT) (3.5-FT)(4-FT) (4-FT)(4-FT) (6-FT) (2) 2x10BEDROOM 4 EXTERIOR TALL WALL VAULTED TO 14'-118"± TO BE CONSTRUCTED AS FOLLOWS:·2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED TO BOTTOM OF VAULT)·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS NOT TO EXCEED 10-FT ALONG HEIGHT OF WALL·PROVIDE (1) 2x6 BEARING STUD & (3) 2x6 FULL HEIGHT KING STUDS EACH END OF BUMP OUT HEADER·PROVIDE TOP OF WALL LATERAL BRACE ABOVE KING STUDS & FULL HEIGHT STUDS BETWEEN WINDOWSAS SHOWN IN 6/S3 OR 7/S3 AS APPLICABLEFRAME WALLBUMP OUT ASSHOWN IN 5/S3FRAME WALLBUMP OUT ASSHOWN IN 5/S3MIRROREDSTAIR EXTERIOR 22'-114"± TALL WOOD WALLSTO BE CONSTRUCTED AS FOLLOWS:·(2) 2x6 LVL @ 12" O.C. TYPICAL FULL HEIGHTWALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEEN STUDSAT INTERVALS NOT TO EXCEED 10-FTALONG HEIGHT OF WALL·WALL TOP & BOTTOM PLATES MAY BESPF/SYP MATERIAL·SEE 5/S3 FOR BUMP OUT WALL FRAMINGCONSTRUCTSHEARWALL ASSHOWN IN 3/S3MAY SHIFT WALL OUTWARD w/ 8"MIN. WIDTH x 18" MAX. STEMWALL &2" WIDE EXTERIOR LEDGE HIDDENBELOW GRADE AS SHOWN BELOW8"10"Owners bedroom