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COPE BEAM AS REQ'D <br />S2 <br />FRAMING DETAIL <br />STEEL BEAM CONNECTION <br />SHEAR CLIP <br />5 <br />END OF BEAM REACTION <br />LISTED ON PLAN OR <br />FRAMING NOTES <br />(WORKING LOAD) <br />SHEAR CLIP CONNECTION BY <br />STEEL SUPPLIER ADEQUATE <br />FOR REACTION LISTED <br />BLOCK SOLID w/ LUMBER MATERIAL TIGHT <br />BETWEEN TOP AND BOTTOM FLANGES <br />EXTENDED 12" BEYOND INCOMING BEAM <br />EACH WAY FASTENED TO STEEL BEAM <br />WEB w/ (2) 12"Ø BOLTS EACH SIDE OF BEAM <br />FOR STABILITY <br />HANGER BY SUPPLIER <br />S2 <br />FRAMING DETAIL <br />WOOD BEAM TO STEEL BEAM <br />CONNECTION <br />6 <br />2 x BEARING PLATE <br />FASTENED TO BEAM FLANGE <br />w/ 12"Ø BOLTS @ 48" O.C. <br />STAGGERED ON EA. SIDE - <br />OMIT AT MECHANICAL RUNS <br />AS REQ'D <br />STEEL BEAM - SEE PLAN <br />(SIM. w/ LVL OPTIONS) <br />S2 <br />FRAMING DETAIL <br />STEEL BEAM PARALLEL w/ <br />FLOOR SYSTEM LATERAL <br />BRACING TYP. <br />7 <br />2 x BLOCKING BETWEEN <br />TRUSSES RIPPED TO FIT <br />DEPTH @ 48" O.C. w/ <br />SIMPSON A35 CLIP TO <br />BEAM TOP PLATE ONE SIDE <br />AND TYPICAL FLOOR <br />SHEATHING FASTENING <br />FLOOR TRUSSES BY <br />SUPPLIER <br />IF FLOOR TRUSS SPACING OF <br />MAX. 19.2" O.C. IS NOT <br />MAINTAINED AT STEEL BEAM, <br />THEN PROVIDE 2x RIPPED <br />MEMBER OVER BEAM FOR <br />SHEATHING SUPPORT <br />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 />4 <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 />3 <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 />LOWER LEVEL PLAN SHOWN FOR <br />LOCATION REFERENCE ONLY <br />1 <br />S2 <br />REFERENCE PLAN <br />UPPER LEVEL PLAN SHOWN FOR <br />LOCATION REFERENCE ONLY <br />3 <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 />OVERHANG, OR LOW ROOF CONSTRUCTION, CONTACT THE <br />HANSON GROUP PRIOR TO CONSTRUCTION <br />CONTINUE <br />ALL BRG <br />FROM <br />ABOVE TYP. <br />ADEQUATE CHIMNEY CONSTRUCTION <br />IS BY THE BUILDER AND SUPPLIER - <br />CONTINUE FRAMING THROUGH ROOF <br />SYSTEM TO MAIN LEVEL SUBFLOOR / <br />BEAMS & GT's NOTED - SIGNIFICANT <br />LATERAL BLOCKING, BRACING, AND <br />STRAPPING AT ROOF TOP CHORDS TO <br />ADJACENT TRUSSES FOR SUPPORT IN <br />ALL DIRECTIONS IS REQUIRED <br />March 22, 2024 <br />4.089 <br />Saga Hill Residence <br />4423 N Shore Dr <br />Orono, MN <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.SEE 5/S2 FOR STEEL TO STEEL FLUSH CONNECTIONS AND 6/S2 FOR <br />WOOD TO STEEL FLUSH CONNECTIONS. DO NOT SELECT FLUSH LVL <br />OPTIONS TO SUPPORT FLUSH STEEL OPTIONS UNLESS <br />SPECIFICALLY NOTED. SEE 7/S2 FOR STEEL BEAMS PARALLEL w/ <br />FLOOR SYSTEM. <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.SEE 5/S2 FOR STEEL TO STEEL FLUSH CONNECTIONS AND 6/S2 FOR <br />WOOD TO STEEL FLUSH CONNECTIONS. DO NOT SELECT FLUSH LVL <br />OPTIONS TO SUPPORT FLUSH STEEL OPTIONS UNLESS <br />SPECIFICALLY NOTED. SEE 7/S2 FOR STEEL BEAMS PARALLEL w/ <br />FLOOR SYSTEM. <br />INDICATES INTERIOR <br />BRACED WALL PANEL - <br />SEE DETAILS AND <br />FASTENING NOTES <br />SHOWN IN TABLE 4/S2 <br />TYP. AT ALL HATCHED <br />WALL LENGTHS NOTED <br />INDICATES TRUSS <br />SPAN DIRECTION <br />BY SUPPLIER TYP. <br />DASH-DOT LINE <br />INDICATES <br />PRIMARY GT BY <br />SUPPLIER TYP. - <br />LOCATE 6'-0" MAX. <br />FROM EXTERIOR <br />WALL <br />AT NON-BRG END WALLS w/ <br />2'-3"± MAX. OVERHANGS, <br />WALLS HAVE BEEN DESIGNED <br />FOR OPTIONAL GT 4' TO 6' <br />AWAY w/ SWITCHED TRUSS <br />SPAN DIRECTION AS REQ'D BY <br />SUPPLIER - GT's ARE NOT <br />SHOWN FOR CLARITY TYP. <br />LOW ROOFS w/ 2'-3"± MAX. <br />EXTENSION HUNG OFF WALLS <br />AT CENTRAL HIGH ROOF <br />PERIMETER ARE BY SUPPLIER / <br />BUILDER INCLUDING <br />FASTENING BACK TO WALL <br />STRUCTURE <br />(4'-0")(4'-0")(2) 912" LVL(2) 912" LVLALL UPPER LEVEL OVERHANGS <br />ARE BY SUPPLIER INCLUDING <br />DOUBLE CORNER OVERHANGS(2) 912" LVL(2)2x10(2) 2x10 (2) 912" LVL (2) 16" LVL OR GT(3) 18" LVL <br />(SUPPORTS HIGH ROOF ONLY) <br />(3) 18" LVL OR W10x30 <br />(LVL PARTIALLY UPSET <br />- STEEL FLUSH) <br />(3) 18" LVL OR W10x30 <br />(LVL PARTIALLY UPSET <br />- STEEL FLUSH) <br />(3) 18" LVL OR W10x30 <br />(LVL PARTIALLY UPSET <br />- STEEL FLUSH)(3) 14" LVL OR W8x21(PARTIALLY UPSET OR FLUSH)ADEQUATE CHIMNEY CONSTRUCTION <br />IS BY THE BUILDER AND SUPPLIER - <br />CONTINUE FRAMING THROUGH ROOF <br />SYSTEM TO MAIN LEVEL SUBFLOOR / <br />BEAMS NOTED - SIGNIFICANT LATERAL <br />BLOCKING, BRACING, AND STRAPPING <br />AT ROOF TOP CHORDS TO ADJACENT <br />TRUSSES FOR SUPPORT IN ALL <br />DIRECTIONS IS REQUIRED <br />CONSTRUCT TALL SHEAR WALL <br />ELEMENT AS SHOWN IN 1/S3 <br />CONSTRUCT TALL SHEAR WALL <br />ELEMENT AS SHOWN IN 1/S3 <br />OPEN TO <br />ABOVE <br />OPEN TO <br />ABOVE <br />INTERIOR SOFFIT <br />FRAMING BY OTHERS <br />CONSTRUCT TALL SHEAR WALL <br />ELEMENT AS SHOWN IN 2/S3 <br />CONSTRUCT TALL SHEAR WALL <br />ELEMENT AS SHOWN IN 2/S3 <br />CONSTRUCT <br />PERFORATED <br />SHEAR WALL <br />BETWEEN UPPER <br />AND LOWER <br />ROOFS AS <br />SHOWN IN 3/S3 <br />CONSTRUCT RIGID <br />SHEAR PANEL BELOW <br />LOWER ROOF AS <br />SHOWN IN 3/S3 <br />8" PC PLANK <br />TYP. AT GARAGE <br />BY SUPPLIER <br />INDICATES TRUSS <br />SPAN DIRECTION <br />BY SUPPLIER TYP. <br />(3) 14" LVL (3) 24" LVL OR W16x31R = 15K <br />R = 15K <br />W16x77 <br />514 x 514 PSL <br />- SEE FRAMING <br />NOTE 17 <br />514 x 514 PSL BETWEEN <br />STEEL AND HEADER <br />- SEE FRAMING NOTE 17 <br />W16x67 <br />514 x 514 PSL <br />- SEE FRAMING <br />NOTE 17 <br />R = 10K <br />514 x 514 PSL BETWEEN <br />STEEL AND HEADER <br />- SEE FRAMING NOTE 17(3) 18" LVLCONSTRUCT PERFORATED SHEAR <br />WALL AS SHOWN IN 4/S3 (3) 16"LVL(4) 2x6 BRG THIS ENDW18x46514 x 514 PSL <br />- SEE FRAMING <br />NOTE 17 <br />514 x 514 PSL <br />- SEE FRAMING <br />NOTE 17 <br />PROVIDE (3) 2x6 LVL KING STUDS <br />FULL HEIGHT BETWEEN BRG FOR <br />EACH HEADER - WALL WILL BE FULL - <br />MAY REQUIRE MUDSILL ANCHORS IN <br />LIEU OF ANCHOR BOLTS OR DOUBLE <br />SILL PLATE TO COUNTERSINK / HIDE <br />ANCHOR BOLT HEADS <br />(2) <br />2x10 (3) 16" LVL(3) 912" LVLR = 5K (3) 912"LVLR = 10K <br />W12x58 <br />R = 5K <br />(3) 14" LVLW10x30 OR W12x26514 x 7 PSL <br />- SEE FRAMING NOTE 17 <br />- BEAR STEEL 3" <br />- BEAR 14's 214"W12x45514 x 7 PSL <br />- SEE FRAMING NOTE 17 <br />- BEAR LARGER STEEL 3" <br />- BEAR SMALLER STEEL 214" <br />R = 5K <br />(3) 18" LVL <br />W12x35 <br />HANGER LOW ROOF <br />TRUSSES DIRECTLY TO <br />BEAM / BLOCKING TYP. <br />514 x 514 PSL <br />- SEE 5/S3 FOR <br />UPLIFT PATH <br />R = 20K <br />514 x 514 PSL - SEE <br />FRAMING <br />NOTE 17 <br />514 x 514 PSL - SEE 5/S3 <br />FOR UPLIFT PATH <br />R = 5K <br />PROVIDE GT TO SUPPORT INNER <br />CHIMNEY WALL BY SUPPLIER <br />R = 5K <br />W12x26 <br />W12x58W16x40514 x 514 PSL <br />- SEE FRAMING <br />NOTE 17 <br />R = 5K <br />W10x22 <br />(3) 16" LVL <br />R = 10K <br />R = 5K <br />W8x18CONSTRUCT RIGID SHEAR <br />PANEL AS SHOWN IN 6/S3 <br />514 x 514 PSL <br />- SEE FRAMING <br />NOTE 17 <br />IF DOOR REQUIRES 18" <br />DEFLECTION CRITERIA, <br />USE (3) 22" LVL <br />W5x19 FULL HEIGHT <br />(3) 14" LVL <br />EXTENDED <br />(3) 18" LVL <br />(2) 14" LVL <br />(3) 1178" LVLEXTENDED6x6 POST w/ STANDARD <br />POST CAP TOP & BASE AT <br />BOTTOM TYP. 4 THUS AT <br />SCREENED PORCH <br />(3) 14" LVL <br />514 x 514 PSL - <br />SEE FRAMING <br />NOTE 17 <br />(3) 20" LVL(3) 20" LVL EXTENDED <br />INSTALL <br />ADDITIONAL <br />FULL HEIGHT <br />STUD AND <br />SCREWS AS <br />SHOWN IN 7/S3(2) 1178" LVLDASH-DOT LINE <br />INDICATES <br />PRIMARY GT BY <br />SUPPLIER TYP. <br />(2) 912" LVL(2) 2x10R = 1K <br />W14x53 <br />R = 5K <br />514 x 514 PSL <br />- SEE FRAMING <br />NOTE 17W16x31R = 5K <br />W12x30 (3) 912"LVL(3) 912" LVLINDICATES INTERIOR <br />BRACED WALL PANEL - <br />SEE DETAILS AND <br />FASTENING NOTES <br />SHOWN IN TABLE 4/S2 <br />TYP. AT ALL HATCHED <br />WALL LENGTHS NOTED <br />(4'-0")(4'-0") <br />(4'-0") <br />(4'-0") <br />STAIR & LANDING <br />FRAMING BY SUPPLIER <br />VERIFY IF HEATERS ARE UPSET - <br />PROVIDE GT EACH SIDE AND <br />HEADER OFF TRUSSES AS REQ'D <br />OR BOX VAULT BY SUPPLIER TYP. <br />INDICATES TRUSS <br />SPAN DIRECTION <br />BY SUPPLIER TYP. <br />514 x 7 PSL <br />- SEE FRAMING NOTE 17 <br />514 x 7 PSL <br />- SEE FRAMING <br />NOTE 17 <br />SEE 7/S1 FOR CONNECTION OF <br />FRAMING TO PRECAST AND 8/S1 <br />FOR CONCRETE LINTEL OPTION <br />(3) 16" LVL OR W10x22 <br />(3) 18" LVL <br />4" MIN. BRG ON <br />TREATED PLATE <br />EACH END <br />OUTER BEAM <br />INTENDED TO <br />SUPPORT THIN <br />STONE <br />DECORATIVE <br />BUMPOUT ONLY <br />MAY BE OPEN <br />BELOW PRECAST <br />PLANK - BEAM <br />SUPPORTS WOOD <br />FRAMING ONLY <br />514 x 514 PSL - SEE 5/S3 <br />FOR UPLIFT PATH <br />(2) 912" <br />LVL <br />(3) 912"LVLW8x21 (3) 1178" LVLR = 5K <br />W14x68 <br />514 x 7 PSL <br />- SEE FRAMING <br />NOTE 17 <br />514 x 514 PSL <br />- SEE FRAMING <br />NOTE 17 <br />STAIR & LANDING <br />FRAMING BY <br />SUPPLIER (2) 912" LVL6x6 POST w/ STANDARD POST CAP <br />TOP & BASE AT BOTTOM - FOR <br />STEEL OPTION SEE FRAMING <br />NOTE 17 FOR SCREWS AT TOP <br />2x10's AT <br />16" O.C.514 x 1178GLULAM BEAMOR W8x182x10 LEDGER w/ (3) <br />0.220"Ø x 5" <br />SIMPSON SDWS <br />TIMBER SCREWS @ <br />16" O.C. MAX. <br />514 x 7 PSL <br />- SEE FRAMING <br />NOTE 17 (3) 24" LVL OR W16x31412" MIN. BRG - MAY <br />INSTALL ON <br />TREATED PLATE <br />(3) 16" LVLPARTIALLYUPSETR = 5K (TO SIDE <br />OF COLUMN) <br />R = 10K (TO SIDE OF <br />COLUMN - SADDLE) <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 />BUILDER OPTION TO OMIT BRG <br />POCKET AND INSTALL ON 312 x 7 PSL <br />DIRECTLY ON FOOTING IN ENERGY <br />WALL - SEE FRAMING NOTE 17 - POST <br />OPTION NOT APPLICABLE IF FOOTING <br />IS DROPPED TO FROST <br />PRIMARILY OPEN AWNING BY <br />SUPPLIER INCLUDING <br />ATTACHMENT BACK TO MAIN <br />STRUCTURE - NO BLOCKING <br />OR STRUCTURAL <br />CONSIDERATION FOR <br />CONNECTIONS HAVE BEEN <br />MADE - BUILDER IS <br />RESPONSIBLE FOR VERIFYING <br />SUPPORT REQUIREMENTS w/ <br />AWNING MANUFACTURER <br />TRUSSES MAY REQUIRE ADDITIONAL <br />DEPTH FOR DEAD LOADS PROPOSED - <br />VERIFY w/ SUPPLIER - SEE FRAMING <br />NOTE 21 <br />4" MIN. CONCRETE <br />BRG EACH END <br />(4'-0") <br />514 x 514 PSL IN CORNER <br />FULL HEIGHT (DO NOT <br />OMIT PLATES) - HANGER <br />INCOMING HEADERS w/ <br />SIMPSON HUCQ210-2-SDS <br />AND HUCQ410-SDS <br />CONCEALED FLANGE <br />HANGERS <br />5-2-24 <br />Plan Updates5-2-241 <br />514 x 514 PSL IN CORNER <br />FULL HEIGHT (DO NOT <br />OMIT PLATES) - HANGER <br />INCOMING HEADERS w/ <br />SIMPSON <br />HUCQ210-2-SDS AND <br />HUCQ410-SDS <br />CONCEALED FLANGE <br />HANGERS <br />(2) 912" LVL <br />FURR WALL FOR 6" WIDE HEADER AS REQ'D - <br />FASTEN W18 TO KING STUDS AS SHOWN IN 8/S2 <br /> FRAMING DETAIL 8 <br />S2 STEEL HEADER END <br />CONNECTION TO KING STUDS <br />(4) 14"Ø x 412" <br />LONG SIMPSON <br />SDS SCREWS <br />STAGGERED <br />SEE PLAN FOR <br />STEEL BEAM SIZE <br />14" END PLATE <br />WELDED TO <br />STEEL BEAM AT <br />WEB & FLANGES <br />w/ 14" FILLET <br />112"112"KING STUDS BEYOND <br />PER FRAMING NOTES <br />/ PLAN <br />FURR INSIDE OF <br />WALL AS REQ'D <br />HANGER HEADER TO PSL w/ <br />SIMPSON HUCQ210-2-SDS <br />CONSTRUCT SHEAR WALL <br />AS SHOWN IN 9/S2 S2 <br />FRAMING DETAIL <br />GARAGE SHEARWALL <br />9 <br />FASTEN TRUSS ABOVE w/ <br />0.131"Ø x 3" TOENAILS AT 6" <br />O.C. ALONG THIS SHEARWALL <br />AS WELL AS ABOVE OVERHEAD <br />DOOR <br />HATCHED AREA INDICATES 7 16" <br />OR THICKER PLYWOOD/OSB <br />EXTERIOR SHEATHING <br />FASTENED TO STUDS w/ 8d NAILS <br />@ 4" O.C. AT PANEL EDGES & @ <br />12" O.C. AT INTERIOR SUPPORTS <br />(2) 12" Ø ANCHOR BOLTS <br />(7" MIN. EMBED) <br />TYPICAL 2x6 STUDS @ 16" O.C. <br />PROVIDE DOUBLE STUDS AT <br />END OF SHEARWALL - SEE <br />4/S3 <br />HEADER & BEARING/KING STUDS <br />AT SIDES OF OPENING PER PLAN <br />AND FRAMING NOTES <br />FOUNDATION WALL BELOW <br />SIMPSON HTT5 HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN w/ 12"Ø x 12" LONG <br />SIMPSON TITEN HD SCREW-IN ANCHOR INTO <br />CONCRETE OR 12"Ø THREADED ROD EPOXY <br />GROUTED INTO FOUNDATION (8" MIN. EMBED) <br />- CORNER HOLDOWN TO BE SHARED w/ 4/S3 <br />SHEAR WALL DETAIL <br />REQUIRES PLYWOOD OR <br />OSB SHEATHING AS NOTED <br />DIRECTLY AGAINST STUDS <br />- ANY INSULATED <br />SHEATHING WOULD NEED <br />TO BE INSTALLED OVER <br />PLYWOOD OR OSB NOTED <br />AT TWO SHORT WALL <br />RETURNS w/ <br />TOP-CHORDS <br />DROPPED 112", <br />TRUSSES MAY BE <br />HANGERED BY <br />SUPPLIER TO 2x12 <br />MIN. TREATED <br />LEDGER FASTENED <br />TO CONCRETE w/ 5 8"Ø <br />x 6" SIMPSON TITEN <br />HD ANCHORS AT 19.2" <br />O.C. STAGGERED <br />(MIN. 3 BOLTS PER <br />LEDGER) <br />AT THIS WALL w/ <br />TOP-CHORDS <br />DROPPED 112", LOWER <br />TOP OF WALL 112" TO <br />MAINTAIN TOP CHORD <br />BRG <br />W14x34 <br />EITHER 412" MIN. BRG - MAY <br />INSTALL ON TREATED PLATE <br />OR 312" x 7" PSL IN ENERGY <br />WALL SUPPORTED DIRECTLY <br />ON FOOTING TYP. EACH END