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1/4" = 1'-0" WHEN PRINTED ON 22"x34" <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 />0 ALL RAFTERS TO BE MIN, 2x6 NO.2 SYP @ 24" O.C. MAX. <br />0 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" WI 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 2x10 <br />2xl 2 <br />12" <br />191-111, 23'-9" <br />26'-0" <br />16" <br />IT-4" <br />i t J <br />17'-3" 20'" <br />22t-0" <br />24" <br />101-111, <br />14t-1t' 16'-10" <br />20 L. L.115 D. L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />� <br />LUMBER SIZE <br />SPACING <br />- <br />---------- — ----------------------- <br />- -- ----- ---- -- - <br />2x4 1 <br />2x6 2x8 <br />. ......... <br />2xl 0 <br />12" <br />12'-5" <br />- ----------- - <br />19t-6" t 26-8" <br />— ------ <br />26'-0" <br />— --- - --------- <br />16" <br />- ---------- -- - --- --- --- ------------ <br />1 1 I'-S' <br />------------- --- -- ­ — --- ------ <br />1 17'-8" 23'-4" <br />------- - ------------------------ -- --------- - -------- <br />26-0" <br />24" <br />20'-1 <br />-------- ----- - -- - - ------------- <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 MASONRYICONCRETE <br />wl 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 />2x6 ...................................(4) 12d COMMON <br />2x8 ... ........ ................. (6) 12d COMMON <br />2x10 ...... __ ...... .............. . (8) 12d COMMON <br />2x12 ................................ . (10) 12d COMMON <br />LEDGER TO CMU (W/ 31' TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS,'/4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS 1/4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD JM_N�AILS <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) Y,," x 4-%" LONG #14 WOOD SCREWS <br />PT 2x8 ...................................(5) Y4" x 4-1/2" LONG #14 WOOD SCREWS <br />PT 2x1O..... .............................(7) 1/4" x 4-1/2" LONG #14 WOOD SCREWS <br />PT 2x12 .................................(9) W' x 4-1/2" 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. 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 />ca <br />ca <br />ev <br />0 <br />0 <br />N <br />Lo <br />T_ <br />C14 <br />O� <br />IT <br />0 <br />0') <br />co <br />_j <br />LL <br />z <br />0 <br />0 <br />c:) <br />0 <br />T_ <br />uj <br />I­ <br />Z) <br />U) <br />co <br />uj <br />cr_ <br />0 <br />c/) <br />z <br />w <br />(D <br />w <br />cr_ <br />c:) <br />c:) <br />O <br />Lo <br />il- <br />b <br />z <br />w <br />co <br />w <br />z <br />co <br />:D <br />w <br />w <br />z <br />(D <br />z <br />w <br />cr_ <br />LL <br />z <br />0 <br />0 <br />a - <br />It <br />0 <br />cr_ <br />0 <br />_j <br />u- <br />z <br />6. - (1) 48" & (1) 24" BEARING BLOCK REQ'D 0 <br />- EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. j <br />0 <br />STAGGERED z <br />- TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />0 <br />LLI <br />Lu <br />0- <br />x <br />co <br />0 <br />uj <br />z <br />O <br />uj <br />z <br />U) <br />:D <br />0 <br />u_ <br />0 <br />_j <br />0 <br />z <br />T_ <br />C) <br />w <br />I-_ <br />x <br />uj <br />CIL <br />rMl I/MPTAI r_nNNPr_T0P l:Nr.INF:F:PlNr. <br />73 <br />L) <br />0 <br />x 0 <br />APE: <br />041HOMON' <br />'s oo <br />\\ <br />gq <br />p jp­'jf � \j! fgtjp�'! <br />�t j! yp A- a#p\fil <br />sp <br />q- "a <br />wm <br />'d <br />9-* <br />I <br />I <br />V.1 <br />LOT 054-03-A <br />0 <br />uj <br />z <br />(D <br />U) <br />PROJECT NO: <br />uj <br />0 <br />2019.007603 <br />LL <br />.. .. ... ..... . <br />0 <br />DRAWN <br />CRD <br />-o- <br />---- -------------------- ------------- ---- -- - - - - ---------- - - -- ------------------------------------- <br />CFIKD: <br />C:) <br />Lo <br />EAF <br />U) <br />LIJ <br />_j <br />lrpt <br />IN LA&I, i o,, <br />cl) <br />G E Ns <br />co <br />F <br />85 <br />85 /66 <br />z <br />3: <br />ST TE OF lU <br />OR\10-* N <br />z <br />< <br />09119/2019 <br />w <br />c) <br />LLI <br />REVISIONS: <br />