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_ <br />(7 C7 <br />w z <br />= H <br />Q w <br />J = <br />d U <br />J F_ <br />J Q <br />a2 <br />� O <br />w <br />Z i <br />Z <br />Q <br />w <br />0 <br />0 <br />z <br />Q <br />0 <br />w <br />V) <br />N <br />Q <br />PROVIDE ROOF TRUSS RAKE WALL BRACES, <br />SEE DETAIL 1 /09 <br />2-2x8HEADER <br />NEW MONO -ROOF TRUSSES @ 24" o.c.; <br />`x° w <br />I ROOF PITCH, HEEL HGT., <br />N Q <br />I OVERHANG TO MATCH EXISTING, <br />N = <br />I LAP w/ EXISTING TRUSS OVERHANG <br />AND ATTACH TRUSS TO TRUSS w/ <br />2- 1 /4" X 3 1 /2" SIDS SCREWS <br />@ TOP CHORD, ATTACH TRUSS TO <br />NEW WALL PLATE w/ H2.5A TIE, <br />HANG @ LEDGER w/ LUS210 <br />2 x 10 LEDGER @ BOT. CHORD w/ 3 - RO <br />S- <br />1_/4" x 4 1 /2" SIDS SCREWS @ 24" o.c <br />8 <br />_ <br />TO EXIST. TRUSS HEELS, REMOVE EXIST. <br />_ <br />BUILT -RITE SHEATHING BEHIND LEDGER AND <br />REPLACE w/ 3/4" PLY. GLUED + NAILED <br />X w <br />TO EXIST. TRUSS HEELS <br />LU <br />N = <br />i <br />! <br />2 - 2 x 6 <br />- <br />Z w I <br />o IN w <br />w= ! <br />R <br />J <br />J <br />Q N ER <br />N w <br />cn > <br />Z_ D o <br />W w <br />Ww w <br />Z 00 <br />N O N <br />w Q <br />Oa w <br />w z <br />I--- w <br />Z <br />z = <br />-J U <br />Q Q <br />L <br />w <br />z Q <br />U, <br />U J <br />LU J <br />w j <br />N <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" SIDS 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 />1 1 . 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 />1 3. EXTERIOR STUDS TO BE 2 x 6 AT 1 6" 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" SIDS SCREWS AT 1 6" ON CENTER. <br />16. NEW FINISH CRACKS ARE LIKELY AND CAN BE COMMON IN REMODEL CONSTRUCTION. <br />IF EXISTING LOAD -BEARING WALL AND BEAM NEEDED TO REPLACE, <br />y� 3 - 1 3/4" x 5 1 /2" LVL BEAM, CONT., DROPPED, <br />Ix o TOE -SCREW UP INTO EXISTING ROOF TRUSS BOT. CHORDS, <br />N w FIELD VERIFY FLUSH BEAM OPTION AND COST w/ OWNER, <br />N = IF LOAD -BEARING, POSSIBLE TRUSS REPAIRS REQ., CONTACT ARCHITECT <br />cfl I�N I /,C+Szw El <br />I �°O <br />I F<`n_`S� <br />0 <br />T, <br />III`X w <br />IIIN a <br />IIIN = <br />PLAN - roof framing addition + remodel <br />SCALE:1/4" = 1'-0" <br />Wallace <br />ARCHITECTURE, PLLC <br />I 311 Third Street <br />Excelsior, MN 55331 <br />952.913.9641I <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 />� <br />Q <br />� <br />O <br />� <br />+ <br />_0 <br />� <br />O Cr <br />O0 <br />LO <br />M <br />Lo <br />Z <br />Ur <br />C: <br />_O <br />}' <br />m <br />z <br />J <br />�--+ <br />0 <br />O <br />J <br />Project Number: <br />2410 <br />Project Architect: <br />Dan Wallace <br />Drawn By: <br />Dan Wallace <br />Date of Issue: <br />BID.1 - 25 Jan 2025 <br />21 Jan 2025 <br />DD.1 - 18 Dec 2024 <br />SD.1 - 12 Dec 2024 <br />06 <br />71 <br />