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POST-INSTALLED HOLDOWN OPTION <br />5 <br />S2 <br />FRAMING DETAIL <br />CONCRETE <br />FOUNDATION <br />BELOW <br />SIMPSON HTT5 HOLDOWN <br />ANCHOR AT LOCATIONS <br />SHOWN w/ 12"Ø x 12" LONG <br />SIMPSON TITEN HD SCREW-IN <br />ANCHOR OR 12"Ø THREADED <br />ROD EPOXY GROUTED INTO <br />FOUNDATION (8" MIN. EMBED) <br />9'-5"± <br />(2) 2x6 BEARING STUDS & (2) 2x6 FULL HEIGHT <br />KING STUDS AT THIS END OF HEADER <br />SIMPSON STHD14 EMBEDDED HOLDOWN <br />ANCHOR AT LOCATIONS SHOWN <br />(REFER TO 5/S2 FOR ALTERNATIVE OPTION) <br />FOUNDATION WALL BELOW <br />LENGTH OF CONTINUOUS HEADER <br />LARGE HATCH AREA INDICATES 7 16" OR THICKER <br />PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR <br />SIDE OF STUDS w/ STANDARD 6"/12" NAILING <br />S2 <br />FRAMING DETAIL <br />GARAGE PORTAL FRAME <br />4 <br />(2) 5 8" Ø ANCHOR BOLTS (7" MIN. EMBED) <br />w/ 2" x 2" x 3 16" PLATE WASHERS <br />2'-3"± <br />SMALL HATCH AREA INDICATES 7 16" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF STUDS <br />(NAIL SHEATHING AROUND PERIMETER w/ <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERED <br />& TO PLATES / BLOCKING @ 3" O.C.) <br />FASTEN TRUSSES ABOVE w/ (4) 0.131" x 3" <br />TOENAILS AND A SIMPSON H2.5 CLIP <br />FASTEN KING STUD TO HEADER w/ <br />(2) ROWS 16d SINKER NAILS @ 3" O.C. <br />TYP. <br />(1) 2x6 BEARING STUD & (1) 2x6 FULL <br />HEIGHT STUD AT THIS END OF HEADER <br />SIMPSON MSTC40 STRAP ON INSIDE FACE <br />OF WALL (PROVIDE SPACER TO FLUSH <br />OUT HEADER TO WALL STUD THICKNESS) <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER <br />OF HEADER HEIGHT AS REQ'D (2x SOLID <br />BLOCKING REQUIRED AT SHEATHING JOINT) <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP. <br />CONTINUOUS LVL HEADER - SEE PLAN <br />(2) 2x6 BEARING <br />STUDS MIN. <br />FASTEN TOP PLATE TO HEADER w/ (2) <br />ROWS 16d SINKER NAILS @ 3" O.C. <br />SIMPSON MSTC40 STRAP ON INSIDE FACE <br />OF WALL (PROVIDE SPACER TO FLUSH <br />OUT HEADER TO WALL STUD THICKNESS)9'-638"±ROOF <br />TRUSSES <br />BRACED <br />WALL PANEL <br />FLAT 2x6 @ 24" O.C. <br />(MIN. (3) PER BRACED <br />WALL PANEL) <br />SIMPSON <br />A35 <br />FRAMING <br />ANGLE <br />EACH END <br />(4) 0.131"Ø <br />x 3" NAILS <br />BRACED <br />WALL PANEL <br />(4) 0.131"Ø <br />x 3" NAILS <br />SIMPSON <br />LTP4 <br />FRAMING <br />PLATE <br />EACH END <br />FLOOR <br />TRUSSES <br />FLAT 2x6 @ 24" O.C. <br />(MIN. (3) PER BRACED <br />WALL PANEL) <br />BRACED <br />WALL PANEL <br />(4) 0.131"Ø <br />x 3" NAILS <br />SIMPSON <br />LTP4 <br />FRAMING <br />PLATE <br />EACH END <br />FLOOR <br />TRUSSES <br />FLAT 2x6 @ 24" O.C. <br />(MIN. (3) PER BRACED <br />WALL PANEL) <br />BRACED WALL CONNECTION <br />BRACED WALL CONNECTION <br />(ROOF TRUSSES) <br />(FLOOR TRUSSES) <br />2x4 BLOCKING BETWEEN <br />ROOF TRUSSES NAILED <br />TO TOP PLATES w/ (3) <br />0.131"Ø x 3" NAILS EACH <br />NAIL BOTTOM PLATE TO <br />BLOCKING w/ (3) 16d <br />NAILS EVERY 16" <br />PROVIDE FULL DEPTH <br />BLOCKING BETWEEN TRUSSES <br />NAILED TO TOP PLATES w/ <br />(3) 0.131"Ø x 3" NAILS EACH <br />NAIL EACH TRUSS TO TOP PLATE <br />w/ (3) 0.131"Ø x 3" TOENAILS <br />PROVIDE ROOF TRUSS <br />DIRECTLY IN LINE w/ <br />BRACED WALL PANEL <br />FASTENED TO PLATES <br />w/ 0.131"Ø x 3" <br />TOENAILS @ 6" O.C. <br />NAIL BOTTOM PLATE <br />TO BLOCKING w/ (3) <br />16d NAILS EVERY 16" <br />PROVIDE TRUSS DIRECTLY <br />IN LINE w/ BRACED WALL <br />PANEL FASTENED TO <br />PLATES w/ 0.131"Ø x 3" <br />TOENAILS @ 6" O.C. <br />DETAILS SHOWN ABOVE ARE <br />ALTERNATIVE CONNECTIONS TO BE <br />USED WHEN BRACED WALL PANEL <br />DOES NOT ALIGN WITH FRAMING. <br />SECTIONS SHOWN DEPICT CONNECTIONS OF <br />BRACED WALL PANELS TO ROOF TRUSSES ABOVE, <br />TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TO <br />JOISTS/TRUSSES/BLOCKING BELOW. THESE <br />PANELS ARE NOT NECESSARILY REQUIRED TO <br />ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT. <br />INTERIOR BEARING WALL <br />INTERIOR NON-BEARING WALL <br />FASTEN PLATE w/ 14" CONCRETE <br />SCREWS OR POWDER ACTUATED <br />0.145" WASHERED PINS @ 16" O.C. <br />w/ 1" EMBEDMENT IN CONCRETE <br />LOWER LEVEL BRACED <br />WALL SLAB CONNECTION <br />3 <br />S2 <br />FRAMING DETAILS <br />INTERIOR BRACED WALL FASTENING <br />SEE PLANS FOR LOCATIONS <br />(MIN. LENGTH) <br />INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES <br />w/ 5d COOLER NAILS OR TYPE S/W WALLBOARD SCREWS (5 8" MINIMUM STUD <br />PENETRATION) @ 4" O.C. (UNLESS NOTED OTHERWISE) - PROVIDE INCREASED <br />FASTENING REQUIREMENTS AS SHOWN BELOW. AS AN ALTERNATIVE TO GYP <br />FASTENING BOTH SIDES, SHEATH ONE SIDE PER FRAMING NOTE 6c. <br />Project Number: <br />Date:S22Sheets: of <br />DescriptionDateRevision <br />5851 Cedar Lake Road <br />Suite 202 <br />St. Louis Park, MN 55416 <br />Tel 612-708-3572 <br />www.hansongroupmn.com <br />Print Name: <br />License Number: <br />Trevor Axner <br />45470Date: <br />COPYRIGHT HANSON GROUP, LLC 2024© <br />Eskuche Design Group <br />18318 Minnetonka Blvd <br />Deephaven, MN 55391 <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 />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 />Signed: <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 />2 <br />August 28, 2024 <br />4.128 <br />797 Ferndale Residence <br />797 Ferndale Rd N <br />Orono, MN <br />10-29-24 <br />MAIN LEVEL PLAN SHOWN FOR <br />LOCATION REFERENCE ONLY <br />2 <br />S2 <br />REFERENCE PLAN <br />PLAN NOTES: <br />1.ALL HEADERS TO BE (2) 2x10 UNLESS NOTED OTHERWISE. SEE <br />FRAMING NOTES 1 TO 3 ON S1 FOR MORE INFO. BEARING FOR <br />HEADERS AND BEAMS ONLY NOTED ON PLAN WHEN EXCEEDING <br />FRAMING NOTE REQUIREMENTS. <br />2.VERIFY ROOF LAYOUT WITH SUPPLIER. PROVIDE (2) 2x6 BRG STUDS <br />AT EACH END OF ALL GIRDER TRUSSES UNLESS NOTED <br />OTHERWISE. TRUSS SUPPLIER TO VERIFY ADEQUATE BEARING <br />AREA FOR TRUSS MEMBERS. <br />3.REFER TO FRAMING NOTES ON S1 FOR ADDITIONAL INFORMATION. <br />4.IF ADDITIONAL FRAMING GUIDANCE IS REQUIRED AT CHIMNEY, <br />CONTACT THE HANSON GROUP PRIOR TO CONSTRUCTION <br />FALSE DORMER <br />PARTIAL PLAN <br />LOWER LEVEL PLAN SHOWN FOR <br />LOCATION REFERENCE ONLY <br />1 <br />S2 <br />REFERENCE PLAN <br />PLAN NOTES: <br />1.ALL HEADERS TO BE (2) 2x10 UNLESS NOTED OTHERWISE. SEE <br />FRAMING NOTES 1 TO 3 ON S1 FOR MORE INFO. BEARING FOR <br />HEADERS AND BEAMS ONLY NOTED ON PLAN WHEN EXCEEDING <br />FRAMING NOTE REQUIREMENTS. <br />2.VERIFY FLOOR LAYOUT WITH SUPPLIER. PROVIDE (2) 2x6 BRG <br />STUDS AT EACH END OF ALL GIRDER TRUSSES UNLESS NOTED <br />OTHERWISE. TRUSS SUPPLIER TO VERIFY ADEQUATE BEARING <br />AREA FOR TRUSS MEMBERS. <br />3.REFER TO FRAMING NOTES ON S1 FOR ADDITIONAL INFORMATION. <br />INDICATES TRUSS <br />SPAN DIRECTION <br />BY SUPPLIER TYP. <br />DASH-DOT LINE <br />INDICATES PRIMARY <br />GT BY SUPPLIER TYP. <br />- ASSUMED LOCATION <br />OF THIS GT IS 6' TO 8' <br />FROM OUTSIDE OF <br />EXTERIOR WALL <br />STAIR & LANDING <br />FRAMING BY SUPPLIER <br />(2) <br />2x10 <br />REDUCED DEPTH <br />CANTED TRUSS <br />ENDS BY SUPPLIER <br />TYP. <br />#4 HORIZ. BARS @ 24" O.C. <br />MAX. ABOVE GRADENOT TO EXCEED 6'-0" -SLOPES FROMRELATIVELY LEVEL TO6'-0" UNBALANCEDALONG 14'-0" LONG REARGARAGE - VERIFY w/SURVEY2'-0"2'-0"#4 x 4'-0" HOOKS <br />@ 24" O.C. <br /> WALL SECTION 6 <br />S2 GARAGE FROST DEPTH <br />FOUNDATION WALL - <br />LOW GRADE AT GARAGE <br />#4 x 2'-0" DOWELS @ 48" O.C. <br />(5" MIN. EMBED) <br />20" WIDE x 8" DEEP MIN. <br />CONCRETE STRIP FOOTING <br />GARAGE SLAB-ON-GRADE - SEE 1/S1 <br />#4 HORIZ. BAR AT TOP OF WALL <br />6" MIN. STEM - SEE <br />HOUSE PLANS FOR <br />HEIGHT <br />12"Ø x 10" LONG <br />ANCHOR BOLTS <br />(7" MIN. EMBED) <br />@ 72" O.C. MAX. <br />8" MIN. C.I.P. <br />CONCRETE WALL <br />6/S2 DESIGN SHOWN RELIES ON CURED CONCRETE SLAB FOR TOP <br />OF WALL LATERAL SUPPORT. MEANS AND METHODS OF BRACING <br />DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE <br />CONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEEL <br />BRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETE <br />WING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS. <br />RELATIVELY LEVEL <br />COMPACTED GRADE <br />5'-0" MIN.PROVIDE GRANULAR MATERIAL <br />FOR FILL BELOW GARAGE SLAB <br />2x6 STRANDGUARD LSL SILL PLATE w/ 112" MAX. <br />OVERHANG OR 2x8 TREATED SILL PLATE <br />w/ 112" MAX. OVERHANG OR 2x6 MIN. TREATED SILL <br />PLATE w/ NO PLATE OVERHANG <br />CONTRACTOR IS TO PROVIDE <br />TEMPORARY TOP OF WALL <br />BRACING UNTIL <br />SLAB-ON-GRADE IS IN PLACE <br />(HOOKS INTO SLAB PROVIDE <br />REQUIRED TOP OF WALL <br />LATERAL SUPPORT) <br />Plan Updates10-29-241 <br />H = 14'-03 8"± TALL STAIR WALL TO BE CONSTRUCTED AS FOLLOWS: <br />·2x6 SPF OR LSL STUDS @ 16" O.C. TYP. FULL HEIGHT WALL <br />FRAMING (BALLOON FRAMED) <br />·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT 10'-0" O.C. MAX. <br />ALONG HEIGHT OF WALL <br />·AT EACH SIDE OF WINDOW PROVIDE (2) 2x6 LSL/SPF BRG STUDS <br />& (2) 2x6 LSL/SPF FULL HEIGHT KING STUDS(4'-0")(4'-0")(4'-0") <br />SOFFIT FRAMING <br />BY BUILDER <br />(4'-0")(4'-0")(4'-0")STANDARD HEADER <br />SUPPORTS <br />OVERFRAMING BACK <br />TO PRIMARY TRUSS <br />SHAPE ONLY <br />(2) 1178" LVLEXTENDEDCONSTRUCT PORTAL <br />FRAME AS SHOWN IN 4/S2 (2) 1178" LVLEXTENDEDCONSTRUCT PORTAL <br />FRAME AS SHOWN IN 4/S2 <br />MIRRORED <br />DASH-DOT LINE <br />INDICATES PRIMARY <br />GT BY SUPPLIER TYP. <br />BUMP OUT MAY BE <br />2x4 WALL FRAMING <br />- VERIFY w/ HOUSE <br />PLANS <br />(2) 2x10(3) 2x6 <br />BRG <br />312 x 514 PSL <br />(2) 2x4 <br />BRGINDICATES HEADER <br />CONTINUOUS OVER <br />(2) 2x6 BRG STUDS <br />TYP. UNLESS NOTED <br />OTHERWISE <br />(2) <br />2x10 <br />EXTENTS OF INTERIOR BRG <br />(3) 2x6 <br />BRG <br />(2) 912" LVL <br />(2) 912" LVL(2) 2x10(2) 2x10(2) 117 8" LVL (2) 117 8" LVL (2) 117 8" LVL <br />6x6 POST w/ STANDARD <br />POST CAP TOP & BASE <br />AT BOTTOM TYP. AT <br />SCREEN PORCH <br />(2) 117 8" LVL (2) 117 8" LVL (2) 117 8" LVL <br />SUPPORT OF CHIMNEY <br />WALLS BY TRUSS SUPPLIER - <br />GABLE TRUSS GT TO <br />SUPPORT CHIMNEY / THIN <br />STONE ABOVE ROOF - <br />ADJACENT HEADER NOTED <br />TO SUPPORT INTERIOR WALL <br />/ THIN STONE BELOW CEILING <br />VERIFY IF HEATERS ARE UPSET <br />- PROVIDE GT EACH SIDE AND <br />HEADER OFF TRUSSES AS <br />REQ'D OR BOX VAULT BY <br />SUPPLIER TYP.(2) 912" LVL6x6 POST w/ STANDARD <br />POST CAP TOP & BASE <br />AT BOTTOM TYP. AT <br />FRONT PORCH <br />INDICATES INTERIOR <br />BRACED WALL PANEL - SEE <br />DETAILS AND FASTENING <br />NOTES SHOWN IN TABLE 3/S2 <br />TYP. AT ALL HATCHED WALL <br />LENGTHS NOTED <br />INDICATES TRUSS <br />SPAN DIRECTION <br />BY SUPPLIER TYP. <br />BUMP OUT MAY BE <br />2x4 WALL FRAMING <br />- VERIFY w/ HOUSE <br />PLANS <br />(2) 2x10(2) 2x10(2) 2x10 <br />(2) 912" LVL <br />(2) 117 8" LVL <br />TRUSS SUPPLIER TO <br />CONSIDER ALL <br />ADDITIONAL LOADS <br />FROM FALSE DORMER <br />FRAMING <br />SUPPORT OF FIREPLACE <br />WALLS AND HEARTH BY <br />TRUSS SUPPLIER - GT TO <br />SUPPORT WALLS / THIN <br />STONE / HEARTH ABOVE <br />(3) 14" LVL OR W8x21 <br />(2)2x10(2)2x10(3) 2x6 BRG <br />BELOW PSL <br />(2) <br />2x10 (2) 912" LVL(2) 1178"LVL(2) <br />2x10 <br />HANGER w/ SIMPSON <br />HU210-2 w/ MIN. (14) 14"Ø x <br />13 4" TITEN TURBO SCREWS <br />INTO FOUNDATION <br />TOP OF WALL <br />LATERAL SUPPORT <br />AT GABLE END WALLS <br />PER TRUSS SUPPLIER <br />VERTICAL BAR OPTIONS: <br />#5 BARS @ 24" O.C. OR <br />#6 BARS @ 36" O.C. <br />SMALL MULLS <br />ASSUMED TO BE <br />NON-BRG WINDOW <br />SUPPORTS ONLY <br />2" <br />TALL WALL FRAMING <br />- SEE 2/S2 <br />4 SEPT 2024 ESTIMATE4 SEPT 2024 ESTIMATE