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)ocuSign Envelope ID: 8F9375B4-3CE8-449F-93B2-A45E8DE771E0 <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES Uo <br />— — ---- of <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />rn <br />BY BUILDER o <br />1st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />w <br />H <br />O <br />Z <br />UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, 04 <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR u7 <br />TRUSS LABELS & DIMENSIONS N <br />OVERFRAMING NOTES cq <br />14 <br />ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. 0 <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. 04 <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. J <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO IL <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />w <br />RAFTER SPAN SCHEDULE J <br />1 SPACING LUMBER SIZE Z <br />_. 2x6 2x8 2x10 2x12 O <br />12" 15'-5" 19'-11" 23'-9" 26-0" Y <br />16" 13'4" 17'4" 20'-7" 22'-0" U <br />24" 10'-11" 14'-1" 16-10" 19'-9" <br />20 L.L./15 D.L. #2 SYP O <br />CEILING JOIST SPAN SCHEDULE <br />- - - - -- w <br />O.C. LUMBER SIZE <br />SPACING _ 5 <br />2x4 2x6 2x8 2x10 <br />12' 12'-5" 19'-6" 25'-8" 26'4" <br />16" 11'-3" 17'-8" 23'-4" 26'4" J <br />-- -- - - m <br />24" 9'-10, 16-6" 20'-1" 23'-11" <br />— - - w <br />10 L.L./5 D.L. #2 SYP cr_ <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN C'J <br />- - - --- 07 <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. >- <br />U <br />2. TYPICAL BEARING BLOCK Z <br />w <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO (D <br />MATCH DIMENSION OF TRUSS MEMBER. w <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS w <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O <br />O <br />3. LEDGER FRAMING NOTES 00) <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS I-L <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW u7 <br />(MAX 24" O.C. SPACING), OR ti <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW Z <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED G7 <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER w <br />PROTECTION AGAINST CORROSION Z <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL W <br />FRAMING WITH WOOD SCREWS, COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. m <br />ROOF FRAMING LEDGER TO WOOD: IY <br />w <br />2x6...................................(4) 12d COMMON w <br />2x8...................................(6) 12d COMMON <br />2x10.................................(8) 12d COMMON O <br />2x12.................................(10) 12d COMMON IZ <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS %4' 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %;' 0 @ 16" O.C. STAGGERED <br />O PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED J <br />PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED U_ <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): O <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON O <br />2x12.................................(9) 16d COMMON 11 <br />fY <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O <br />U <br />PT 2x6................................... (3)'W x 4 %" LONG #14 WOOD SCREWS Q <br />PT 2x8...................................(5) W x 4-Y:" LONG #14 WOOD SCREWS 0 <br />PT 2x10.................................(7) 'W x 4-'/i' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4-%" LONG #14 WOOD SCREWS O <br />J <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />' U <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF Z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT } <br />PERMITTED AT THIS LOCATION O <br />6• • (1) 48" & (1) 24" BEARING BLOCK REQ'D J <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O <br />STAGGERED Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = <br />U <br />ILL! <br />x <br />w <br />a - <br />co <br />W <br />Z <br />O <br />w <br />Q <br />U) <br />Z) <br />O <br />H <br />H <br />U <br />li <br />W <br />O <br />J <br />Z <br />U <br />w <br />H <br />x <br />w <br />IZ <br />APEX <br />,,00'.\ <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 ; <br />M <br />Abbott Park <br />LOT 014-03 <br />PROJECT NO <br />2021.006632 <br />DRAWN: <br />JAR <br />CHKD <br />MJP <br />,`OtI1111111►►►►,, <br />%,`% J .1 .. LgN4� �,.. <br />• <br />No 8516610 <br />Do* Signed by:OF <br />� <br />• /., • <br />10 <br />O� • 3F4671 DACQE..3ii.��; <br />05-18-2021 <br />REVISIONS: <br />No. Description Date <br />ST=3A <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />