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3600 Casco Avenue - Building Plans: Residential (29)
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3600 Casco Avenue - Building Plans: Residential (29)
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Last modified
2/18/2026 11:35:10 AM
Creation date
11/18/2025 4:25:07 PM
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Address
Street Name
Casco Avenue
House Number
3600
Address
3600 Casco Avenue
PIN
20-117-23-31-0042
Address Doc Type
Building Plans: Residential
Section
Permits/Inspections
Retention Effective Date
11/18/2025
Retention
1 Year After Project Complete Date
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Non-Public
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S4 <br />STEEL DETAIL <br />STEEL STRUCTURAL <br />STAIR STRINGER <br />2 <br />PROVIDE FULL PENETRATION <br />WELD AT ANGLED JOINTC8x18.75 OR MC7x19.1 STEEL CHANNEL <br />STRUCTURAL STAIR STRINGER <br />BOLT WOOD STRINGER TO SUPPORT STAIR <br />TREADS FASTENED TO STRUCTURAL <br />STRINGER w/ 12" Ø BOLTS @ 12" O.C. MAX. <br />WELD/FASTEN BEAM <br />HANGER DIRECTLY <br />TO STEEL CHANNEL <br />PROVIDE (2) BEARING STUDS <br />BELOW CHANNEL & BLOCK SIDES <br />OF CHANNEL SOLID IN LANDING <br />TO PREVENT ROTATION <br />PROVIDE (2) BEARING STUDS <br />BELOW CHANNEL & BLOCK SIDES <br />OF CHANNEL SOLID IN WALL TO <br />PREVENT ROTATION <br />PROVIDE FULL PENETRATION <br />WELD AT ANGLED JOINT <br />WELD/FASTEN BEAM <br />HANGER DIRECTLY <br />TO STEEL CHANNEL <br />SIMPSON MSTC28 <br />STRAP AT CORNERS <br />(SHOWN ABOVE)A <br />FASTEN NEAREST <br />TRUSS w/ SIMPSON <br />A35 FRAMING ANGLE <br />B <br />SIMPSON LSTA18 STRAP <br />FASTENING RIM TO <br />STUDS @ 32" O.C. MAX. <br />SOLID PIECE OF 3 4" <br />PLYWOOD/OSB AT SIDE OF <br />BUMP OUT AS HATCHED <br />2x8 JOISTS @ 16" O.C. <br />(JOIST HANGERS NOT <br />SHOWN FOR CLARITY) <br />(3) 714" LVL <br />OUTER BEAM <br />(6) 4" LONG SIMPSON <br />SDWS TIMBER SCREWS <br />THROUGH PLYWOOD/OSB <br />INTO END GRAIN OF BEAM <br />SECTION VIEW <br />S4 <br />FRAMING DETAIL <br />WALL BUMP OUT <br />1 <br />SIMPSON A35 FRAMING <br />ANGLE TOP AND BOTTOM <br />OF OUTER 2x6 STUD <br />SOLID PIECE OF 3 4" PLYWOOD/OSB <br />EACH SIDE OF BUMP OUT <br />POCKETED INTO 2x6 FULL HEIGHT <br />WALL & FASTENED AROUND <br />PERIMETER w/ (2) STAGGERED <br />ROWS OF NAILS, EACH AT 6" O.C. <br />(2) 2x6 STUDS FULL HEIGHT GLUED <br />& NAILED TO INSET PLYWOOD/OSB <br />(3) 2x6 BEARING STUDS <br />(FLUSH BEAM ABOVE <br />NOT SHOWN) <br />B - JOIST PLAN <br />SIMPSON MSTC28 STRAP AT CORNERS <br />2x8 JOISTS @ 16" O.C. <br />(3) 714" LVL OUTER BEAM 2x8 INNER RIM <br />SIMPSON MSTC28 STRAP AT CORNERS <br />A - WALL PLAN <br />SIMPSON A35 FRAMING <br />ANGLE TOP AND BOTTOM <br />OF OUTER 2x6 STUD <br />SOLID PIECE OF 3/4" PLYWOOD/OSB <br />EACH SIDE OF BUMP OUT <br />POCKETED INTO 2x6 FULL HEIGHT <br />WALL & FASTENED AROUND <br />PERIMETER w/ (2) STAGGERED <br />ROWS OF NAILS, EACH AT 6" O.C. <br />(2) 2x6 STUDS FULL <br />HEIGHT GLUED & NAILED <br />TO INSET PLYWOOD/OSB <br />1'-0"± <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 S44Sheets: of 4 <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 />5851 Cedar Lake Road <br />Suite 202 <br />St. Louis Park, MN 55416 <br />Tel 612-708-3572 <br />www.hansongroupmn.com <br />BRACED WALL PERPENDICULAR TO FRAMING <br />NAIL BOTTOM PLATE <br />TO BLOCKING w/ (3) <br />16d NAILS EVERY 16" <br />PROVIDE FULL DEPTH <br />BLOCKING BETWEEN <br />FLOOR TRUSSES <br />NAIL BOTTOM PLATE <br />TO BLOCKING w/ (3) <br />16d NAILS EVERY 16" <br />PROVIDE FLOOR TRUSS <br />DIRECTLY IN LINE w/ <br />BRACED WALL PANEL <br />BRACED WALL PARALLEL WITH FRAMING <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 />FLOOR <br />TRUSSES 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 LTP4 <br />FRAMING 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 />DETAILS SHOWN HERE ARE ALTERNATIVE <br />CONNECTIONS TO BE USED WHEN BRACED <br />WALL PANEL DOES NOT ALIGN WITH FRAMING. <br />5 <br />S4 <br />FRAMING DETAILS <br />INTERIOR BRACED WALL FASTENING <br />SEE PLANS FOR LOCATIONS <br />NAIL EACH TRUSS TO <br />TOP PLATE w/ (3) 8d <br />TOENAILS <br />PROVIDE FLOOR <br />TRUSS DIRECTLY IN <br />LINE w/ BRACED WALL <br />PANEL FASTENED TO <br />PLATES w/ 8d <br />TOENAILS @ 6" O.C. <br />PROVIDE FULL DEPTH <br />BLOCKING BETWEEN FLOOR <br />TRUSSES NAILED TO TOP <br />PLATES w/ (3) 8d NAILS EACH <br />2x4 BLOCKING <br />BETWEEN ROOF <br />TRUSSES NAILED <br />TO TOP PLATES w/ <br />(3) 8d NAILS EACH <br />PROVIDE TRUSS <br />DIRECTLY IN LINE <br />w/ BRACED WALL <br />PANEL FASTENED <br />TO PLATES w/ 8d <br />TOENAILS @ 6" O.C. <br />ROOF TRUSS <br />ABOVE PANEL <br />FLOOR TRUSS <br />ABOVE PANEL <br />FLOOR TRUSS <br />BELOW PANEL <br />ROOF TRUSS <br />ABOVE PANEL <br />FLOOR TRUSS <br />ABOVE PANEL <br />FLOOR TRUSS <br />BELOW PANEL <br />SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES <br />ABOVE, TO FLOOR TRUSSES ABOVE AND BELOW, AND TO CONCRETE BELOW. THESE PANELS <br />ARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT. <br />NAIL BOTTOM PLATE w/ <br />(3) 16d NAILS EVERY 16" <br />(OR AS SHOWN TO <br />THE RIGHT IF REQ'D) <br />FASTEN PLATE w/ 14" <br />CONCRETE SCREWS OR <br />POWDER ACTUATED 0.145" <br />WASHERED PINS @ 16" O.C. <br />w/ 1" EMBEDMENT IN <br />CONCRETE <br />SIMPSON LTP4 <br />FRAMING PLATE <br />EACH END <br />(MIN. LENGTH)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES w/ 5d COOLER NAILS OR TYPE S/W WALLBOARD <br />SCREWS (5 8" MINIMUM STUD PENETRATION) @ 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. <br />INDICATES INTERIOR BRACED WALL PANEL w/ PLYWOOD/OSB SHEATHING ON ONE SIDE IN ACCORDANCE <br />w/ FRAMING NOTE 6. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. <br />(MIN. LENGTH) <br />S4 <br />FRAMING DETAIL <br />LATERAL BRACING KICKERS <br />AT GABLE ENDS <br />USE w/ TRUSS DEPTH <br />GREATER THAN 24" <br />4 <br />SIMPSON A35 FRAMING ANGLE <br />ONE SIDE OF BLOCKING ROOF TRUSSES BY <br />SUPPLIER @ 24" O.C. MAX. <br />NAIL SHEATHING TO BLOCKING/TRUSSES <br />w/ (6) ADDITIONAL 0.131 Ø x 3" LONG NAILS <br />PROVIDE 2x4 MIN BLOCKING <br />TOP & BOTTOM OF TRUSSES <br />INSTALL w/ TOE NAILS EACH <br />END FOR STABILITY <br />3/4" PLYWOOD/OSB ONE SIDE OF <br />BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS <br />TOP & BOTTOM OR 1/2" PLYWOOD/OSB <br />EACH SIDE OF BLOCKING EACH w/ (6) <br />0.131 Ø x 3" LONG NAILS TOP & BOTTOM <br />S4 <br />FRAMING DETAIL <br />LATERAL BRACING BLOCKING <br />AT GABLE ENDS <br />USE w/ TRUSS DEPTH UP TO 24" <br />3 <br />(2) 2x6 BRACING FASTENED TOGETHER w/ <br />(2) ROWS OF NAILS @ 6" O.C. STAGGERED <br />FROM BOTH SIDES - ADD THIRD PLY AND <br />USE LSL/LVL MATERIAL WHERE KICKERS <br />EXCEED 16 FT <br />(2) 2x4 BLOCKING IN (1) TRUSS SPACE - <br />TOENAIL EACH END - ADD THIRD PLY <br />WHERE KICKERS EXCEED 16 FT <br />ROOF SHEATHING <br />(12) 0.131" <br />NAILSSIMPSON MTS16 TWIST STRAP <br />EACH SIDE OF BRACING <br />SIMPSON A35 CLIP EACH <br />SIDE OF GABLE BRACING <br />20° - 40° <br />ROOF TRUSSES BY <br />MANUFACTURER @ 24" <br />O.C. MAX. <br />(2) 2 x 6 TOP PLATES <br />2x6 STRONG <br />BACK WHERE <br />KICKERS EXCEED <br />12'-0" <br />January 18, 2024 <br />1-18-24 <br />screen porch gable wall <br /> Primary Closet Bump Out
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