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F <br />1st IEV EL R"O OF FRAMING PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />�L <br />B3 <br />ST-6 <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />> <br />BY BUILDER <br />rn <br />0 <br />`" <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />j <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />O <br />O <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />N <br />TRUSS LABELS & DIMENSIONS <br />I <br />� <br />OVERFRAMING NOTES <br />00 <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 />0) <br />• FASTEN "SLEEPERS' TO EACH TRUSS/RAFTER W/ (3) 16d <br />1 <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />N <br />CONNECTOR. <br />N <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />co <br />FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />J <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />u- <br />W <br />RAFTER SPAN SCHEDULE <br />O C. - - ------ LUMBER SIZE <br />_ ___ __ <br />SPACING i --2x6 F 2x8 T 2x10—2xl2 <br />-- --- U) <br />—12 15'-5" 19'-11" 23'-9" 26-0" Y <br />16" 13'-4" 1 T-3" 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 />O <br />CEILING JOIST SPAN SCHEDULE j r' <br />O.C. LUMBER SIZE <br />SPACING - — <br />2x4 2x6 T 2x8 2xl0 �I <br />12" 12'-5" — 19'-6" �- 25-8" 26-0" <br />24 ---9'-10" - -- 16-6" - -� 20'-1" 23'-11 - _j <br />11" 11'-3" 17'-8" 23'-4" 26'-0" <br />- - - --- 00 <br />10 L.L./5 D.L. #2 SYP Uj <br />TRUSS FRAMING KEY NOTES Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 <br />U) <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } <br />2. TYPICAL BEARING BLOCK U <br />� Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO W <br />MATCH DIMENSION OF TRUSS MEMBER. 0 <br />ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS W <br />cc <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES 0 <br />• FASTEN NO.2 SYP LEDGER TO FRAMINGITRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW �t <br />(MAX 24" O.C. SPACING), OR j L0 <br />ti <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW O <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED z <br />LOCATIONS ON PLAN U) <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 U) <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. m <br />ROOF FRAMING LEDGER TO WOOD: I <br />2x6.. ......... ..(4) 12d COMMON W <br />W <br />2x8.................................(6) 12d COMMON Z <br />2x10...............................(8) 12d COMMON Ur <br />2x12................................(10) 12d COMMON Z <br />W <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q <br />I <br />PT 2x6.......(2) ROWS %4' O @ 24" O.C. STAGGERED <br />PT 2x8......(2) ROWS %4" O @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED I 0 0 <br />PT 2x12.....(2) ROWS 4' 0@ 6" O.C. STAGGERED LL <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />202................................(9) 16d COMMON 0 <br />CL <br />FLOOR FRAMING LEDGER TO WOOD (WI SCREWS): 0 <br />PT 2x6................. ..................(3) W x 4 1/i' LONG #14 WOOD SCREWS U <br />PT 2x8.... .............................. (5) '/:' x 4 '/2' LONG #14 WOOD SCREWS Q <br />PT 2x10.................................(7) %4' x 4-'%" LONG #14 WOOD SCREWS <br />i PT 2xl2.................................(9) ''/4" x 4 -Y2" LONG #14 WOOD SCREWS <br />O <br />J <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. 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