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1 st IEVEL RO O F FRA M IN PIA N A, A S& E <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />TRUSS FRAMING GENERAL NOTES - 2 <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />- -- --- - - --- - -- - -- - Cl) <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER o <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 />O <br />O <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />CV <br />LO <br />TRUSS LABELS & DIMENSIONS <br />� <br />OVERFRAMING NOTES <br />co <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 />O <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <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 />m <br />FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />J <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />LL <br />W <br />RAFTER SPAN SCHEDULE <br />J <br />- -- <br />LUMBER <br />-�' <br />_SPACING 11_---2x6 -2x8 21x <br />Z <br />0 <br />2x12 <br />O <br />12" j 15-5" <br />19' 11' <br />23' <br />16 13'-4" <br />IT-3" <br />20'-7" <br />22'-0" <br />Q <br />24' '0' 11- 14'-1 <br />16'-10" <br />19'-9" <br />- - - -- -' <br />20 L.L./15 D L. #2 SYP <br />00 <br />CEILING JOIST SPAN SCHEDULE <br />r <br />O. C: LUMBER SIZE -- - - - -' <br />w <br />F_ <br />SPACING <br />2x4 2x6 2x8 <br />2xl0 <br />(n <br />12' 12'-5' 19'-6" <br />25'-8" 1 <br />_l <br />26-0" <br />16' <br />I 11' 3' 17 -8" <br />23 -4" <br />26'-0" <br />> <br />24" <br />15-6„ <br />a i <br />1" <br />m <br />-10 <br />- -20' -�-23-11" <br />10 L.L./5 D.L. #2 SYP <br />W <br />TRUSS FRAMING KEY NOTES <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />1 SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />U <br />2. TYPICAL BEARING BLOCK <br />-- <br />Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />W <br />MATCH DIMENSION OF TRUSS MEMBER. <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />w <br />0� <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES <br />C:) <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOWLO <br />V <br />(MAX 24" O.C. SPACING) OR <br />ti <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />Z <br />LOCATIONS ON PLAN <br />U) <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />w <br />PROTECTION AGAINST CORROSION <br />Z <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />U) <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />m <br />ROOF FRAMING LEDGER TO WOOD: <br />W <br />2x6 ._.._._...._.- ..............(4) 12d COMMON <br />w <br />2x8. ...... .. ......... ... .. ....... (6) 12d COMMON <br />Z_ <br />200...............................(8) 12d COMMON <br />0 <br />2x12 .... ...... ............. .(10) 12d COMMON <br />Z <br />W <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN). <br />Q <br />PT 2x6. .. .(2) ROWS a" 0 @ 24" O.C. STAGGERED <br />� <br />PT 2x8._ ._(2) ROWS %" 0 @ 16" O.C. STAGGERED <br />O <br />PT 2x i0...(2) ROWS ;%4" 0 @ 8" C.C. STAGGERED <br />PT 2x12.....(2) ROWS %" 0 @ 6" O.C. STAGGERED <br />0 <br />LL <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />O <br />2x6........... .... .. .......(3) 16d COMMON <br />2x8....... ........... ..... I.. 5) 16d COMMON <br />2x10.............................(7) 16d COMMON <br />2x12..............................(9) 16d COMMON <br />0 <br />LX <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />0 <br />PT 2x6...............................(3) Y4" x 4-'/2" LONG #14 WOOD SCREWS <br />U <br />PT 2x8. ............. .................... (5) Y." x 4-'/,." LONG #14 WOOD SCREWS <br />Q <br />PT 2xl 0................................(7) '/4' x 4-1/2" LONG #14 WOOD SCREWS <br />_ <br />PT 2x12.................................(9) W x 4 %" LONG #14 WOOD SCREWS <br />x <br />O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LJL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20. INSTALL (1) STRAP ON EACH FACE OF <br />U <br />Z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />�- <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />OJ <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />0 <br />STAGGERED <br />Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />= <br />U <br />w <br />F- <br />x <br />w <br />a <br />Q <br />X <br />m <br />0 <br />Z <br />O <br />w <br />Q <br />Z <br />U) <br />O <br />f= <br />U <br />LL <br />Q <br />C� <br />O <br />J <br />O <br />Z <br />U <br />w <br />F- <br />X <br />W <br />a. <br />6 ,& a <br />�qll <br />J <br />tds <br />true design studios � <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />Q � <br />� W <br />J a 0� <br />W o CO <br />� a o <br />m w �w <br />G w w <br />d� <br />Q <br />Abbott Park <br />LOT 005-01-A <br />PROJECT NO. <br />2020.001715 <br />DRAWN: <br />PML <br />CHKD <br />EAF <br />����r>Irrrrrr <br />5b j kN <br />:��' •�•v' . LA/y/ <br />y <br />NqS <br />i <br />44/'. <br />••" <br />'�.O <br />R,pP. <br />02-26-2020 <br />REVISIONS: <br />No. Description Date <br />ST=3A <br />W <br />ti <br />X <br />Z <br />O <br />0 <br />Z <br />a. <br />LL <br />w <br />J <br />U <br />U) <br />0 <br />w <br />F- <br />Z <br />_(D <br />U) <br />LL <br />O <br />0 <br />O <br />U) <br />w <br />Q <br />U <br />U) <br />W <br />z_ <br />0 <br />U) <br />Z <br />Q <br />rY <br />0 <br />Ill <br />U) <br />w <br />F- <br />w <br />Q <br />U <br />U) <br />0 <br />Z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERINGa <br />