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r <br />i <br />I <br />: <br />j <br />I N <br />I <br />i <br />I <br />I <br />i <br />i <br />II <br />I <br />I <br />i <br />I i <br />i <br />I <br />I <br />I <br />I <br />I I <br />I <br />i <br />I <br />_ <br />I <br />-- _A <br />1 <br />i <br />I <br />I I <br />I <br />I <br />I <br />i <br />: I <br />I <br />I <br />4 <br />i <br />---1 - - <br />- <br />f (2) META12 OR— <br />(2) HTSM20-- <br />i� <br />1 <br />k <br />I I <br />I <br />I <br />I <br />i <br />I <br />r I <br />I <br />I <br />I <br />! <br />i <br />f L -- <br />' <br />i <br />I <br />I <br />I <br />I <br />: <br />i i <br />I I <br />I. <br />I <br />- <br />I <br />i <br />I <br />i <br />: <br />t <br />I <br />�- <br />: <br />I <br />I, <br />I <br />i I <br />i <br />_+- <br />--h --1- <br />- <br />-— <br />-- ' <br />_Ist LEVEL ROOF FRAMING PLAN <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 N0.2 SYP MIN. i <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 />SPAC__I_NG_ <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />12" <br />15'-5" <br />19'-11" <br />23'-9" <br />211 <br />- -16" <br />- - 13'-4" <br />17'-3" <br />20'-7" <br />22'-0" <br />241, <br />10'-11" <br />14'-1" <br />16'-10" <br />19'-9" <br />_ 20 L.L./15 D.L. #2 SYP — <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />SPACING <br />2x4 2x6 2x8 2xl0 <br />12" 12'-5" 19'-6" 25'-8" 26'-0" <br />16" <br />1 V-3"- <br />17'-8" <br />23'-4" <br />21 <br />24" <br />9'-10" <br />15-6" <br />10 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 />FRAM!NG `d 1 T H WOOD SCRL.VYS. 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" 0 @ 24" O.C. STAGGERED <br />PT 2x8. .(2) ROWS ',4" 0 @ 16" O C. STAGGERED <br />PT 2x10 ...(2j ROWS 0 @ 8" U.C. STAGGERED <br />PT 2x12....(2) ROWS Jn" 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 20....................... .......(3) Y," x 4-%" LONG #14 WOOD SCREWS <br />PT 2x8.................................(5) '/;' x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x10........... .......... ......(7) /4" x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x12 ... .........................(9) Y;' x 4-'/2" 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. 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