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7 <br />S2 <br /> WALL SECTION <br />WALKOUT <br />FOUNDATION WALL <br />6" <br />MIN. <br />SLOPE GRADE AWAY <br />FROM FOUNDATION <br />2x6 LP SOLIDGAURD LSL SILL <br />PLATE w/ 112" MAX. OVERHANG <br />(OR 2x6 TREATED SILL PLATE <br />w/ 12" MAX. PLATE OVERHANG) <br />24" MIN. WIDE x 8" MIN. <br />THICK CONCRETE FOOTING <br />CENTERED UNDER WALL <br />(LOWER FOR FROST AS REQ'D) <br />SLAB-ON-GRADE <br />14" MIN. C.I.P. CONCRETE WALL <br />12"Ø x 10" LONG ANCHOR <br />BOLTS (7" MIN. EMBED) <br />@ 48" O.C. MAX. <br />#4 HORIZ. BAR @ TOP OF WALL <br />2" WIDE LEDGE <br />#4 x 2'-0" DOWELS @ 72" O.C. <br />(5" MIN. EMBED) <br />MAINTAIN 6" MIN. WIDTH <br />STEMWALL w/ LEDGES <br /> WALL SECTION 6 <br />S2 LOOKOUT FOUNDATION WALL <br />6" <br />MIN.3'-6" MAX.SLAB-ON-GRADE <br />#4 HORIZ. BAR <br />@ TOP OF WALL <br />12" MIN. C.I.P. <br />CONCRETE WALL <br />12"Ø x 10" LONG ANCHOR <br />BOLTS (7" MIN. EMBED) <br />@ 72" O.C. MAX. <br />SLOPE GRADE AWAY <br />FROM FOUNDATION <br />24" MIN. WIDE x 8" MIN. <br />THICK CONCRETE FOOTING <br />CENTERED UNDER WALL <br />(LOWER FOR FROST AS REQ'D) <br />#4 x 2'-0" DOWELS (5" MIN. <br />EMBED) CENTERED IN WALL <br />@ 24" O.C. DOWELS MUST <br />BE WET SET OR DRILLED <br />AND EPOXY GROUTED <br />2x8 MIN. SILL PLATE w/ <br />112" MAX. OVERHANG <br />MAINTAIN 6" MIN. WIDTH <br />STEMWALL w/ LEDGE <br />6" <br />MIN. <br />SLAB-ON-GRADE 12'-1" MAX.VERT. BAR OPTIONS: <br />#5 BARS @ 18" O.C. OR <br />#6 BARS @ 24" O.C. <br />12" MIN. C.I.P. <br />CONCRETE WALL <br />2" <br />#4 x 2'-0" DOWELS @ 72" O.C. <br />(5" MIN. EMBED) <br />24" WIDE x 8" DEEP MIN. <br />CONCRETE STRIP FOOTING <br />#4 HORIZ. BARS @ 24" O.C. <br />SLOPE GRADE AWAY <br />FROM FOUNDATION <br />2x8 MIN. SILL PLATE w/ <br />112" MAX. OVERHANG <br />MAINTAIN 6" MIN. WIDTH <br />STEMWALL w/ LEDGE <br />(INCREASE TO 8" MIN. <br />WIDTH FOR STEMWALL <br />HEIGHT EXCEEDING 24") <br />WALL SECTION <br />FULL HEIGHT FOUNDATION WALL <br />AT GOLF SIMULATOR <br />4 <br />S2 <br />SIMPSON A35 FRAMING <br />ANGLE BOTH SIDES OF <br />TRUSS w/ (6) 8d x 112" NAILS <br />EACH LEG OF EACH ANGLE <br />TOP-CHORD BEARING <br />FLOOR TRUSSES BY <br />SUPPLIER @ 19.2" O.C. <br />MAX. DESIGNED FOR <br />112" OVERHANG <br />12"Ø ANCHOR BOLT (7" MIN EMBED) <br />w/ NUT & 18" THICK x 2"Ø OR SQUARE <br />WASHER @ 24" O.C. (23 4" FROM <br />EDGES OF SILL / CONCRETE WALL) <br />(2) 2x8 BLOCKING <br />BETWEEN TRUSSES SEE 5/S2 FOR TOP OF WALL <br />CONNECTIONS AT FLOOR <br />NON-BEARING WALL <br />LINE OF GRANULAR <br />BACKFILL REQUIREMENTS <br />2 <br />1 <br />100% SAND <br />OR GRAVEL <br />BACKFILL <br />WALL SECTION <br />FULL HEIGHT FOUNDATION WALL <br />3 <br />S2 <br />SLAB-ON-GRADE20" WIDE x 8" DEEP MIN. <br />CONCRETE STRIP FOOTING <br />VERT. BAR OPTIONS: <br />#5 BARS @ 18" O.C. OR <br />#6 BARS @ 24" O.C. <br />10" MIN. C.I.P. CONCRETE WALL <br />6" <br />MIN. <br />SLOPE GRADE AWAY <br />FROM FOUNDATION <br />#4 HORIZ. BARS @ 24" O.C.2" <br />SEE 5/S2 FOR TOP OF WALL <br />CONNECTIONS AT FLOOR <br />NON-BEARING WALL <br />SIMPSON A35 FRAMING <br />ANGLE BOTH SIDES OF <br />TRUSS w/ (6) 8d x 112" NAILS <br />EACH LEG OF EACH ANGLE <br />MAINTAIN 6" MIN. WIDTH <br />STEMWALL w/ LEDGE <br />(INCREASE TO 8" MIN. <br />WIDTH FOR STEMWALL <br />HEIGHT EXCEEDING 24") <br />SEE BELOW FOR <br />WALL w/ LEDGE <br />12"Ø ANCHOR BOLT (7" MIN EMBED) <br />w/ NUT & 18" THICK x 2"Ø OR SQUARE <br />WASHER @ 24" O.C. (23 4" FROM <br />EDGES OF SILL / CONCRETE WALL) <br />2x8 MIN. SILL PLATE <br />w/ 1" MAX. OVERHANG <br />TOP-CHORD BEARING <br />FLOOR TRUSSES BY <br />SUPPLIER @ 19.2" O.C. <br />MAX. DESIGNED FOR <br />112" OVERHANG <br />VERIFY IF TRUSSES <br />REQUIRE WIDER SILL PLATE <br />FOR BRG CLOSER TO WEB <br />(2) 2x8 BLOCKING <br />BETWEEN TRUSSES <br />#4 x 2'-0" DOWELS @ 72" O.C. <br />w/ 5" MIN. EMBED 11'-1" MAX.NOTE <br />WALL MAY BE POURED 8" THICK WITH #5 VERTICAL <br />BARS @ 12" O.C. OR #6 VERTICAL BARS @ 18" O.C. <br />EXTREME CARE IS TO BE TAKEN DURING <br />BACKFILLING WITH TEMPORARY SHORING BY <br />CONTRACTOR IF WALL IS POURED 8" THICK. <br />Alexander Design Group <br />275 Lake Street East, Suite 102 <br />Wayzata, MN, 55391 <br />COPYRIGHT HANSON GROUP, LLC 2024© <br />Project Number: <br />Date: <br />3.622 S22Sheets: of 4 <br />PLANS SHOWN LIGHT IN BACKGROUND ARE FOR <br />LOCATION REFERENCE ONLY. PLAN NOTES AND <br />ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY <br />SUPPORT THE HANSON GROUP'S DESIGN. <br />DescriptionDateRevision <br />Print Name: <br />Signed: <br />License Number: <br />Ryan Mack <br />46673Date: <br />Single Family Residence <br />3600 Casco Avenue <br />Orono, MN <br />I hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />BUILDER IS REQUIRED TO SEND FINAL TRUSS <br />LAYOUT DRAWINGS TO THE HANSON GROUP <br />PRIOR TO CONSTRUCTION FOR VERIFICATION OF <br />LOAD PATHS AND FRAMING SIZES LISTED <br />5851 Cedar Lake Road <br />Suite 202 <br />St. Louis Park, MN 55416 <br />Tel 612-708-3572 <br />www.hansongroupmn.com <br />R <br />O <br />O <br />M <br />- <br />I <br />N <br />- <br />A <br />T <br />T <br />I <br />C <br /> <br />T <br />R <br />U <br />S <br />S <br />E <br />S <br />R <br />O <br />O <br />M <br />- <br />I <br />N <br />- <br />A <br />T <br />T <br />I <br />C <br /> <br />T <br />R <br />U <br />S <br />S <br />E <br />S <br />R <br />O <br />O <br />M <br />- <br />I <br />N <br />- <br />A <br />T <br />T <br />I <br />C <br /> <br />T <br />R <br />U <br />S <br />S <br />E <br />S <br />R <br />O <br />O <br />M <br />- <br />I <br />N <br />- <br />A <br />T <br />T <br />I <br />C <br /> <br />T <br />R <br />U <br />S <br />S <br />E <br />S <br />DASHED-DOT LINE <br />INDICATES PRIMARY <br />GIRDER TRUSS TYP. <br />INDICATES SPAN <br />DIRECTION OF <br />TRUSSES BY <br />SUPPLIER TYP. <br />(2) 2x10 <br />(3) 2x6 <br />BEARING <br />STUDS <br />(3) 912" LVL (3) 2x10 <br />(3) 2x10(3) 912" LVL <br />(2) <br /> <br />1 <br />1 <br />7 <br />8" L <br />V <br />L <br /> <br />O <br />R <br />GI <br />R <br />D <br />E <br />R <br /> <br />T <br />R <br />U <br />S <br />S <br />(3) 912" LVL (3) 16" LVL (2) 2x8 HIGH <br />(3) 714" LVL LOW <br />(3) 2x10 <br />(3) 912" LVL(2) 912" LVL <br />(3) 2x10 <br />(2) 1178" LVL(2) 1178" LVL(2) 1178" LVL(2) 2x12(2) <br /> <br />1 <br />4 <br />" <br /> <br />L <br />V <br />L (2) 14" LVLINDICATES SPAN <br />DIRECTION OF <br />TRUSSES BY <br />SUPPLIER TYP. <br />DASHED-DOT LINE <br />INDICATES PRIMARY <br />GIRDER TRUSS TYP. <br />(2) 2x10(2) 2x10(2) 2x10(2) <br /> <br />2 <br />x <br />1 <br />0 <br />(3) 18" LVL <br />(3) 14" LVL OR W8x21 <br />(2) 14" LVL <br />(3) 16" LVL <br />(3) 117 8" LVL (3) 11 <br />7 8" LVL <br />(3) 16" LVL <br />(3) 14" LVL(3) 1178" LVL(3) 16" LVL OR W10x22(3) 117 8" LVL <br />(2) 1178" LVL(3) 18" LVL (3) 14" LVL <br />(3) 18"LVL(2) 14" LVL(2) 912" LVL(3) 912"LVL(3) 2x6 <br />BEARING <br />STUDS <br />514" x 514" <br />PSL POST <br />514" x 514" <br />PSL POST <br />(3) 912"LVLR=10k <br />(HIGH CAPACITY <br />GIRDER HANGER <br />BY SUPPLIER) <br />312" x 514" <br />PSL POST <br />312" x 11" CURVED <br />GLULAM BEAM <br />INDICATES WALLS <br />ABOVE SUPPORTED <br />BY FLOOR/BOBSLED <br />TRUSSES BY <br />SUPPLIER TYP. <br />(3) 912" LVL w/ (2) 2x6 LVL <br />CONTINUOUS PLATES ABOVE <br />(2) 912" LVL <br />6x6 POST w/ STANDARD <br />POST BASE & CAP TYP. <br />REMAINING <br />LANDING & STAIR <br />FRAMING BY <br />SUPPLIER TYP. <br />SEE 2/S4 FOR <br />STRUCTURAL <br />STRINGER <br />MAIN LEVEL PLAN SHOWN FOR <br />LOCATION REFERENCE ONLY <br />1 <br />S2 <br />REFERENCE PLAN <br />PLAN NOTES: <br />·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. <br />(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. <br />·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O. <br />·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. <br />·SEE 2/S1 FOR WOOD BEAM CONNECTION TO FLUSH STEEL. <br />UPPER LEVEL PLAN SHOWN FOR <br />LOCATION REFERENCE ONLY <br />2 <br />S2 <br />REFERENCE PLAN <br />PLAN NOTES: <br />·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. <br />(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. <br />·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O. <br />·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. <br />(2) 2 x 4 BLOCKING IN <br />FIRST TRUSS SPACE <br />& 2 x 4 BLOCKING LAID <br />FLAT IN SECOND <br />TRUSS SPACE - <br />TOENAIL EACH END <br />FOR STABILITY <br />TRUSSES BY SUPPLIER <br />2x8 MIN. TREATED SILL PLATE <br />w/ 112" MAX. OVERHANG <br />(12) 0.131"Ø x 3" NAILS <br />THRU SHEATHING TO BLOCKING <br />12"Ø ANCHOR BOLT (7" MIN <br />EMBED) w/ NUT & 18" THICK x 2"Ø <br />OR SQUARE WASHER @ 24" O.C. <br />(23 4" FROM EDGES OF SILL / <br />CONCRETE WALL) <br /> (2) 2x BLOCKING BETWEEN <br />PERPENDICULAR BLOCKING <br /> WALL SECTION <br />TYPICAL TOP OF WALL <br />PARALLEL TO FRAMING <br />TOP-CHORD BRG HEIGHT <br />5 <br />S2 <br />SIMPSON A35 CLIP BOTH SIDES <br />OF BLOCKING w/ (6) 8d x 112" <br />NAILS EACH LEG OF EACH CLIP <br />SPACE BLOCKING <br />@ 24" O.C. TYP. <br />FOUNDATION WALL - <br />SEE 3/S2 & 4/S2 FOR <br />ANCHORS, SILL, & <br />WALL INFO (6-FT)(6-FT)(6-FT)(6-FT)(16-FT)(6-FT)(6-FT)(10-FT) <br />(5-FT) <br />(5-FT) <br />(5- <br />F <br />T <br />) <br />(5- <br />F <br />T <br />) <br />HATCHED WALLS INDICATE <br />INTERIOR PLYWOOD/OSB <br />SHEATHING BRACED WALL <br />LOCATIONS TYP. (PROVIDE <br />INCREASED FASTENING & <br />CONNECTIONS TOP & <br />BOTTOM AS SHOWN IN 5/S4) <br />CROSS-HATCHED WALLS <br />INDICATE INTERIOR GYPSUM <br />SHEATHING BRACED WALL <br />LOCATIONS TYP. (PROVIDE <br />INCREASED FASTENING & <br />CONNECTIONS TOP & <br />BOTTOM AS SHOWN IN 5/S4) <br />CROSS-HATCHED WALLS <br />INDICATE INTERIOR GYPSUM <br />SHEATHING BRACED WALL <br />LOCATIONS TYP. (PROVIDE <br />INCREASED FASTENING & <br />CONNECTIONS TOP & <br />BOTTOM AS SHOWN IN 5/S4) <br />CONSTRUCT <br />PORTAL FRAME <br />AS SHOWN IN 1/S3 <br />CONSTRUCT <br />PORTAL FRAME <br />AS SHOWN IN <br />1/S3 MIRRORED <br />MITER-CUT <br />BEAMS <br />TOGETHER <br />AT CORNER <br />CONSTRUCT TALL <br />SHEARWALL AS <br />SHOWN IN 3/S3 <br />CONSTRUCT <br />PORCH RIGID <br />SHEAR PANEL AS <br />SHOWN IN 2/S3 <br />CONSTRUCT <br />PORCH RIGID <br />SHEAR PANEL AS <br />SHOWN IN 2/S3 <br />SIM. & MIRRORED <br />CONSTRUCT <br />SHEARWALL AS <br />SHOWN IN 4/S3 <br />FRAME WALL <br />BUMP OUT AS <br />SHOWN IN 1/S4 <br />SEE 6/S3 FOR CURVED <br />BEAM CONNECTION <br />AT EACH END <br />CHIMNEY FRAMING <br />BY CONTRACTOR <br />TIED INTO ROOF <br />SYSTEM FOR <br />LATERAL STABILITY <br />(4) 2x6 <br />BEARING <br />STUDS <br />January 18, 2024 <br />PORCH EXTERIOR WOOD WALL VAULTED <br />TO 19'-107 8"± TO BE CONSTRUCTED AS <br />FOLLOWS: <br />·(2) 2x6 LSL OR (1) 2x6 LVL @ 16" O.C. <br />TYPICAL FULL HEIGHT WALL FRAMING <br />(BALLOON FRAMED TO BOTTOM OF <br />VAULT) <br />·PROVIDE 2x6 BLOCKING BETWEEN <br />STUDS AT INTERVALS NOT TO EXCEED <br />10-FT ALONG HEIGHT OF WALL <br />·PROVIDE (1) 2x6 BEARING STUD & (2) <br />2x6 LSL/LVL FULL HEIGHT KING STUDS <br />EACH SIDE OF OPENINGS <br />·INFILL FRAMING LESS THAN FOURTEEN <br />FEET MAY BE SPF 2x6 @ 16" O.C. <br />·CHIMNEY FRAMING TIED INTO ROOF <br />FRAMING FOR STABILITY BY <br />CONTRACTOR <br />·PROVIDE TOP OF WALL LATERAL <br />BRACE AT PEAK AND MID-HEIGHT OF <br />VAULT AS SHOWN IN 3/S4 OR 4/S4 AS <br />APPLICABLE <br />GIRDER TRUSS OR <br />W8x35 OR W10x22 <br />PROVIDE <br />SEPARATE <br />BEARING FOR <br />117 8" LVL BEAM <br />2-22-24 <br />Plan Changes2-22-241 <br />GIRDER TRUSS <br />OR (2) 117 8" LVL