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I <br />..................... <br />!.. <br />'. <br />ff....................... <br />...-............ <br />I <br />I <br />I <br />+l.. <br />iF-?--C <br />, <br />AL <br />JAL <br />J <br />L <br />L <br />1st IEV EL RHO O F FRA 1Vl IN G PLC 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 Uo <br />� DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED >� .r•� <br />BY BUILDER E <br />. UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, " T 00 <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING LO <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5, <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR O O <br />A <br />PEX TRUSS LABELS &DIMENSIONS � <br />OVERFRAMING NOTES O <br />CD <br />. ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX z <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. m <br />. EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT Of A\ <br />CONNECTOR. <br />. ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. W <br />FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Z <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. — <br />O <br />RAFTER SPAN SCHEDULE z <br />W tds -Q <br />O.C. LUMBER SIZE Q true design studios <br />SPACING ------ - -- - - - - 0 <br />2x6 j 2x8 2x10 2x12 Of <br />L__ __ --- — - _ <br />19'-111, " ' 23'-9" 26'-0" O <br />12" 16-5"- _- - J 9000 REGENCY SQUARE BLVD. Q) <br />16" 13'4" 17'-3" 20'-7" 22'-0" <br />SUITE 100, JACKSONVILLE, FL 32211 � <br />24" 10'-11" 14'-1" 16'-10' 19'-9" 0 904.821.5200 p <br />20 L.L./15 D.L. #2 SYP <br />` CEILING JOIST SPAN SCHEDULE < <br />O.C. LUMBER SIZE O <br />SPACING._ _ W <br />2x6 --� 2x8 l 2x10 j of <br />12" 12'-5" 19'-6" 26-8" 26-0" 01HOMON' <br />1 T-8" 23'4" 26'4" <♦ r <br />_ _.— 0 <br />24" 9'-101, 10 16-6" 20' 1" 23'-11" <br />- w <br />L.L./5 D.L. #2 SYP Q <br />-- -- -- -- - --- -- --- - - J <br />TRUSS FRAMING KEY NOTES >L .� <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. z <br />a. <br />2. TYPICAL BEARING BLOCK <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO C`) <br />MATCH DIMENSION OF TRUSS MEMBER. O <br />. ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS O <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. Z <br />3. LEDGER FRAMING NOTES U <br />U <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS W <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW x <br />(MAX 24" O.C. SPACING). OR w <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW Q <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED x O W <br />LOCATIONS ON PLAN Q _ <br />I . SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL z I 1 1 <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR V 1 <br />LEDGERS ARE FOR INTERIOR USE ONLY. Z <br />' ROOF FRAMING LEDGER TO WOOD: <br />2x6........... ...................(4) 12d COMMON O G <br />2x8............................. ....(6) 12d COMMON Lli <br />2x10................................(8) 12d COMMON � <br />2x12.............................(10) 12d COMMON z / <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): U J W ``'' II <br />PT 2x6...._(2) ROWS?/4" 0 @ 24" O.C. STAGGERED O <br />1 PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED M Q <br />PT 2xl0..... (2) ROWS %" 0 @ 8" O.C. STAGGERED C] <br />PT 2x12 ....(2) ROWS /'4" 0 @ 6" O.C. STAGGERED U � 1 L W <br />u- 2i <br />B3 FLOOR FRAMING LEDGER TO WOOD (W/ NAILS) Q z <br />ST-6 2x6...................................(3) 16d COMMON C/) X <br />2x8...................................(5) 16d COMMON } _ <br />2x10................................(7) 16d COMMON O <br />2x12................... ............(9) 16d COMMON <br />O O <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O <br />PT 2x6...................................(3) ''Y." x 4-1/2" LONG #14 WOOD SCREWS Z W <br />PT 2x8..................................(5) '/:' x 4 ''/:" LONG #14 WOOD SCREWS U Z_ <br />PT 2X10......_- .... ... .............. (7)'/:' x 4-%" LONG #14 WOOD SCREWS W <br />PT 2x12.................................(9)'/:' x 4-'/z" LONG #14 WOOD SCREWS F- Abbott Park Q1 <br />I __ _ W <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE w LL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q LOT 002-02-A w <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. - Q <br />5, IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF U <br />LL THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />j PERMITTED AT THIS LOCATION <br />W <br />..------ ---- ---------- -- — I�',_)JE, I No <br />2020.001719 z <br />(D <br />I WAVY N co <br />S LC i� <br />- -- - C) <br />I,HKD EAF L`- <br />O <br />0 <br />0 <br />u7 <br />0'' C0 <br />1N LA /v .., w <br />G•NSF•.4 ��% Q <br />r U <br />N 51 6 U) <br />U) <br />_ O <br />�• •Q: z <br />ST E OF •:441 <br />N A L E� <br />11111111111, C/) <br />02-26-2020 <br />z_ <br />REVISIONS: Q <br />No. Description Date 1 <br />—1 w <br />U) <br />- - w <br />w <br />I <br />Q <br />U <br />C/) <br />O <br />z <br />STm3Am O <br />n <br />('A4111IFTAL. CONNF(-TOR FNGINFFRING <br />