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9ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF <br />1st IW EL RO OF FRAMING PIA N <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <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 />O.C. <br />LUMBER SIZE <br />SPACING <br />2x6 <br />2x8 <br />2x10 <br />2xl2 <br />12" <br />15'-5" <br />19'-11" <br />23'-9" <br />26-0" <br />16" <br />13'4" <br />1 T-3" <br />20W" <br />22'-0" <br />24" <br />10'-11" <br />14'-1" <br />16-10" <br />19.4. <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />SPACING <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />12" <br />12'-5" <br />19'-6" <br />25'-8" <br />26-0" <br />16" <br />11'-3" <br />1 T-8" <br />234" <br />26-0" <br />24" <br />9'-10" <br />15'-6" <br />20'-1" <br />2T-11" <br />10 <br />L.L./5 D.L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />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 10d @ 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 />12x6...................................(4) 12d COMMON <br />2x8...................................(6) 12d COMMON <br />2x10.................................(8) 12d COMMON <br />2x12.................................(10) 12d COMMON <br />i <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED <br />PT 2xl0..... (2) ROWS Y4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (W/ 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) %" x 4 ''YV LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) Y4' x 4 '%" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) ''Y4' x 4 W LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) ''Y4' x 4 W 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 />PERMITTED AT THIS LOCATION <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />STAGGERED <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />d <br />i <br />Y <br />O <br />O <br />N <br />LO <br />N <br />00 <br />mot' <br />O <br />O <br />N <br />N <br />cM <br />J <br />IL <br />W <br />_1 <br />J <br />z <br />O <br />O <br />Y <br />U <br />Q <br />O <br />O <br />W <br />F=- <br />U) <br />0 <br />J <br />m <br />W <br />Q <br />C'! <br />U) <br />z <br />W <br />W <br />W <br />O <br />O <br />O <br />rn <br />ti <br />ti <br />z <br />W <br />z <br />(/) <br />D <br />m <br />Qf <br />W <br />W <br />z <br />CD <br />z <br />W <br />fY <br />0 <br />LL <br />_O <br />t-- <br />Q_ <br />O <br />U <br />Q <br />O <br />J <br />IL <br />Q <br />U <br />z <br />O <br />J <br />z <br />U <br />W <br />X <br />W <br />Q <br />X <br />m <br />0 <br />z <br />O <br />W <br />Q <br />z <br />U) <br />O <br />ILL <br />I) <br />C7 <br />O <br />.J <br />O <br />U <br />W <br />H <br />X <br />W <br />a- <br />I <br />I- <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tm <br />JLI.J <br />LLI <br />W <br />LL! <br />x <br />Q <br />LL <br />z <br />O <br />This item has been electronically <br />signed and sealed by Russell T Dukes, <br />� <br />Z <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />(� <br />d <br />tL <br />W <br />Abbott Park Q <br />U <br />w <br />LOT 001-01-A o <br />W <br />Q <br />z <br />U) <br />PROJECT NO: W <br />2019.007593 0 <br />LL <br />DRAWN: O <br />KG o <br />0 <br />CHKD: <br />EAF U) <br />W <br />J <br />Q <br />U <br />`% c�5 l✓,rr <br />cmftniad <br />1 + yv <br />` - < <br />,•��Q �' ' 444.. <br />02-13-2020 <br />W <br />REVISIONS: LIJ <br />170 <br />ST=3A <br />I- <br />W <br />J <br />Q <br />U <br />U) <br />z <br />O <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />