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:)ocuSign Envelope ID: 8912F9C8-E511-4OB6-8EAF-12FOECADCDD3 <br />1st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />tn% "-rA 40 40 r%M <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />RAFTER SPAN SCHEDULE <br />--- <br />LUMBER SIZE <br />SPACING <br />__ <br />2x6 2x8 200 2x12 <br />12" 15'-5" 19'-11" 23'-9" 26'4" <br />16" - _ 13'-4" 17'4" 20'-7" 22'-0" <br />24" 10'-11" 14'-1" 16-10" 19'-9" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />SPACING <br />2x4 2x6 <br />2x8 <br />2x10 <br />12" <br />12'-5" 19'-6" <br />25'-8" <br />26'-0" <br />16" <br />11'4" 17'-8" <br />23'4" <br />26'-0" <br />24" <br />9'-10" 15'-6" <br />20'-1" <br />2T-11" <br />10 L.L./5 D.L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />�OTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />1 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET, <br />2. TYPICAL BEARING BLOCK <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />MATCH DIMENSION OF TRUSS MEMBER. <br />ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />BOTTOM CHORD W/ (3) ROWS 1 Od @ 4" O.C. STAGGERED. <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />(MAX 24" O.C. SPACING), OR <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />PROTECTION AGAINST CORROSION <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />ROOF FRAMING LEDGER TO WOOD: <br />2x6...................................(4) 12d COMMON <br />2x8...................................(6) 12d COMMON <br />2x10.................................(8) 12d COMMON <br />2x12.................................(10) 12d COMMON <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS %4' O @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" O @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (WI NAILS): <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />PT 2x6...................................(3) 'W x 4-%" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) 'W x 4-'/V LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) 'W x 4-%" LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4-Y2' LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />i PERMITTED AT THIS LOCATION <br />ZD <br />U <br />0 <br />C6 <br />Ern <br />N I� a <br />O cy <br />O 0 <br />APEX <br />N <br />, t>3 <br />N <br />N <br />co Zz <br />-J , <br />U_ <br />W tds J <br />J-6 <br />true design studios <br />Z > <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />_p <br />O <br />O <br />W C <br />OsRsHOMON' <br />J o +� <br />m <br />W <br />Q <br />:D <br />V � <br />U <br />Z <br />W <br />W <br />w <br />O <br />O <br />O <br />O <br />ti zIT <br />ti <br />O 0 c) <br />Z LU <br />U) IIIIIIIIIIm <br />W <br />ZLL z _ <br />U) LU <br />J O co <br />m <br />w <br />W V Q <br />w O <br />Z <br />> Q Q <br />Z <br />W LU LLJ o <br />cr_(0)Lv LU <br />O x <br />LL LL <br />Z z <br />_O Z <br />H 0 <br />a o <br />IY W <br />0- z <br />Of <br />O a <br />Q W <br />� J <br />Abbott Park Q <br />O U <br />J (n <br />w LOT 008-01 p <br />Q w <br />U Q <br />Z z <br />t} U) <br />v PROJECT NO: w <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D OJ 2021.003451 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. 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