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06 <br />Project Number: <br />Drawn By: <br />Date of Issue: <br />Project Architect:the GARRETTaddition + remodel2410 <br />Dan Wallace <br />Dan Wallace <br />wallace <br />ARCHITECTURE, PLLC <br />311 Third Street <br />Excelsior, MN 55331 <br />952.913.9641 <br />These documents are instruments of <br />service, and, as such, remain the <br />property of wallace ARCHITECTURE, <br />pllc. Use or publication of these <br />documents requires written approval <br />from wallace ARCHITECTURE, pllc. <br />SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024 <br /> 21 Jan 2025 <br /> BID.1 - 25 Jan 2025ADDITIONNEW MONO-ROOF TRUSSES @ 24" o.c.; <br />ROOF PITCH, HEEL HGT., <br />OVERHANG TO MATCH EXISTING, <br />LAP w/ EXISTING TRUSS OVERHANG <br />AND ATTACH TRUSS TO TRUSS w/ <br />2 - 1/4" X 3 1/2" SDS SCREWS <br />@ TOP CHORD, ATTACH TRUSS TO <br />NEW WALL PLATE w/ H2.5A TIE, <br />HANG @ LEDGER w/ LUS210 <br />2 - 2 x 6HEADEREXISTINGHEADER2 - 2 x 6HEADER2 - 2 x 6HEADEREXISTING ROOF STRUCTURE AND EXTERIOR LOAD-BEARING WALLASSUMED AND TO REMAINNEW WALL PLATE HEIGHTTO MATCH EXISTING2 - 2 x 8 HEADER <br />PROVIDE ROOF TRUSS RAKE WALL BRACES, <br />SEE DETAIL 1/09 <br />GENERAL NOTES: <br />01. FIELD VERIFY EXISTING DIMENSIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION. CONTACT ARCHITECT WITH ANY <br />DISCREPANCIES AND/OR QUESTIONS PRIOR TO CONSTRUCTION. <br />02. FIELD VERIFY ALL EXISTING ELECTRICAL, MECHANICAL, AND/OR PLUMBING CONDITIONS RELEVANT TO REMODEL PRIOR TO <br />CONSTRUCTION. <br />03. DO NOT SCALE DIMENSIONS OFF OF DRAWINGS FOR CONSTRUCTION. CONTACT ARCHITECT WITH ANY QUESTIONS ON DIMENSIONS <br />PRIOR TO CONSTRUCTION. <br />04. FIELD VERIFY ALL EXISTING LOAD BEARING CONDITIONS PRIOR TO DEMOLITION. BRACE AND SUPPORT ALL EXISTING CONDITIONS TO <br />REMAIN AS REQUIRED DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. <br />05. SEE ATTACHED STRUCTURAL LETTER FOR MORE INFORMATION. <br />06. ATTACH ALL TRUSS/RAFTER ENDS WITH SIMPSON 1/4" x 6" SDS SCREWS AT ALL TOP WALL PLATES UP INTO FRAMING. <br />07. USE 1/2" PLYWOOD SHEATHING. NAIL WITH 8d AT 4" ON CENTER. <br />08. PROVIDE MINIMUM 1 - 2 x TRIMMER STUD AND 1 - 2 x KING STUD UNLESS NOTED OTHERWISE. <br />09. BLOCK SOLID BELOW ALL POSTS TO FOUNDATION. <br />10. BEAR FULL WIDTH OF ALL BEAMS/HEADERS/GIRDERS. <br />11. MEND ALL FASCIA BOARD BUTT SPLICES WITH SIMPSON LSTA24 HORIZONTAL STRAP. <br />12. EXTEND PLYWOOD WALL SHEATHING UP FACE OF FRAMING HEEL AND NAIL. STOP SHORT FOR VENTING AS REQUIRED. <br />13. EXTERIOR STUDS TO BE 2 x 6 AT 16" ON CENTER. <br />14. BUTT EXISTING WALL PLATES AND NAIL TO NEW WALL PLATES AT ALL INTERSECTING WALLS WITH TP39 NAIL PLATE. <br />15. ATTACH FIRST STUD TO EXISTING STUD/LADDER BLOCKS WITH 1/4" x 4 1/2" SDS SCREWS AT 16" ON CENTER. <br />16. NEW FINISH CRACKS ARE LIKELY AND CAN BE COMMON IN REMODEL CONSTRUCTION. <br />2 - 2 x 6 HEADER <br />2 <br />- <br /> 2 <br /> <br />x <br /> 4 <br />POST EXISTING BEARING WALLFOR ROOF TRUSSESASSUMED, FIELD VERIFY2 x 10 LEDGER @ BOT. CHORD w/ 3 - ROWS <br />1/4" x 4 1/2" SDS SCREWS @ 24" o.c. <br />TO EXIST. TRUSS HEELS, REMOVE EXIST. <br />BUILT-RITE SHEATHING BEHIND LEDGER AND <br />REPLACE w/ 3/4" PLY. GLUED + NAILED <br />TO EXIST. TRUSS HEELS <br />SEE GENERAL NOTES FORWALL ATTACHMENT, TYP.2 - 2 x 6HEADER2 - 2 x 6HEADER3 - 2 x 4 POST,IF NEEDEDIF EXISTING LOAD-BEARING WALL AND BEAM NEEDED TO REPLACE, <br /> 3 - 1 3/4" x 5 1/2" LVL BEAM, CONT., DROPPED, <br /> TOE-SCREW UP INTO EXISTING ROOF TRUSS BOT. CHORDS, <br /> FIELD VERIFY FLUSH BEAM OPTION AND COST w/ OWNER, <br /> IF LOAD-BEARING, POSSIBLE TRUSS REPAIRS REQ., CONTACT ARCHITECT <br />1 <br />08 <br />SCALE: 1/4" = 1'-0" <br />1 PLAN - roof framing addition + remodel <br />06 <br />58