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II <br />I ji li <br />I. I <br />� II <br />i <br />li <br />I <br />l <br />'I <br />it <br />l <br />I <br />II I <br />ij <br />I <br />IIII <br />�I <br />� <br />i <br />it <br />I <br />j <br />Ali <br />I <br />L <br />i <br />II <br />I.III <br />I <br />I II <br />I <br />it <br />I I <br />I <br />Ili <br />;I <br />i <br />� <br />— <br />j <br />(2) HTA16-18 OR—/ <br />(2) HTWM20, NOTE 5 <br />1 st IEVEL RO O F& RD O R FRA M IN PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />B3 <br />ST-6 <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. LUMBER SIZE <br />SPACING <br />2x6 2x8 <br />2x10 <br />-- 23'-9" <br />20'-7" <br />2x12 <br />26-0" <br />22'-0" <br />--- 12"-- - -- 16-5" 19'-11" — <br />16" 13'-4" 17'-3" <br />24" 10'-11" j 14'-1" <br />- I <br />16'-101, <br />— 20 L.L115 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />SPACING <br />2x4 <br />!i 2x6 <br />2x8 <br />2x10 <br />12" 12'-5" <br />19'-6" <br />25'-8" <br />26'-0" <br />16" --- -r <br />1 3 � <br />1 T-8" <br />23'-4" <br />26-0" <br />- <br />_24_— , -9 10" <br />15'-6" <br />20'-1" <br />2T-11" <br />10 1-115 D.L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />� J <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 />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 Y4" Q @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS .%" 0 @ 16" O.C. STAGGERED <br />PT 2x10....(2) ROWS %" O @ 8" O.C. STAGGERED <br />PT 2x,12.....(2) ROWS 4' Q @ 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) Y4' x 4-Yz" LONG #14 WOOD SCREWS <br />PT 2x8._...............................(5) 1/4' x 4 %." LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) Y4' x 4-'/2' LONG #14 WOOD SCREWS <br />PT 2x12................................(9) Yd' x 4-'Y2" 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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