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TRUSS FRAMING GENERAL NOTES <br />12 <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />10 <br />DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />> <br />BY BUILDER <br />UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />o <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />E-- <br />I st LEVEL ROOF FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />TO THE TYPICAL WALL SECTION, <br />REFER TO COMPONENT MANUFA <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />ALL RAFTERS TO BE MIN. 2x6 N <br />• ALL "SLEEPERS" TO BE PLANK- <br />FASTEN "SLEEPERS" TO EACH T <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO BE 2x8 N <br />• FASTEN 2x6 NO.2 SYP COLLAR T <br />RAFTER WHERE APPLICABLE W/ <br />O.C. <br />SPACING _ <br />16" <br />24" <br />O.C. -- -- <br />SPACING <br />RAFTER SPAN SCH <br />LU <br />2x6 2x8 <br />16-5" 19'-11" <br />13'-4" 1 T-3" <br />10'-11" <br />20 L.L./15 D.L. # <br />CEILING JOIST SPA <br />LU <br />2x4 2x6 <br />12'-5" — -- 19'-6" <br />! 16" 1 11'-3'--17'-8" <br />24" 9'-10" 156" <br />-- - - - ---__ 10 L.L.15 D.L. #2 <br />TRUSS FRAMING KEY NO <br />NOTES APPLICABLE ONLY WHERE <br />1. SEE "SHEAR PANEL" DETAIL ON DE <br />2. TYPICAL BEARING BLOCK <br />• BEARING BLOCK TO BE NO.2 SY <br />MATCH DIMENSION OF TRUSS M <br />• ATTACH BEARING BLOCK TO TR <br />BOTTOM CHORD W/ (3) ROWS 10 <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO F <br />AT EVERY SUPPORT WITH FAST <br />j (MAX 24" O.C. SPACING), OR <br />• FASTEN NO.2 SYP PT LEDGER T <br />wl FASTENING SHOWN BELOW <br />• ADDITIONAL FASTENERS MAY B <br />LOCATIONS ON PLAN <br />SEE TABLE 5 ON SHEET ST-1/S1 <br />PROTECTION AGAINST CORROS <br />• EXTERIOR DECK LEDGERS SHAL <br />FRAMING WITH WOOD SCREWS. <br />LEDGERS ARE FOR INTERIOR U <br />ROOF FRAMING LEDGER TO WOOD <br />2x6..................................(4) 12d COMMO <br />2x8...............................(6) 12d COMMO <br />2x10....................I..........(8) 12d COMMO <br />2x12....... .........................(10) 12d COMM <br />LEDGER TO CMU (W/ 3" TAPCON O <br />PT 2x6. (2) ROWS %4" 0 @ 24" O.C. ST <br />PT 2x8.. (2) ROWS %4" 0 @ 16" O.C. ST <br />PT 2x10- ... (2) ROWS 34" O @ 8" O.C. ST <br />PT 2xl2.....(2) ROWS i4" 0 @ 6" O.C. ST <br />FLOOR FRAMING LEDGER TO WOO <br />2x6..................................(3) 16d COMMO <br />2x8.... ..__.._ ..........._...... (5) 16d COMMO <br />2x10.... _..........................(7) 16d COMMO <br />2x12................................(9) 16d COMMO <br />FLOOR FRAMING LEDGER TO WOO <br />PT 2x6...................................(3) W x 4 '/2' <br />PT 2x8..................................(5) ''/1' x 44-1/2"PT 2xl0.... ...................... ......(7)'W x 44-1/2"PT 2xl2................ ........ ..... -(9) W x 4-%/" <br />4. ANGLE & LATERAL BRACES MAYBE <br />BRACING DETAIL IF PORCH SHEAT <br />PROPERLY APPLIED, SEE DETAIL S <br />5. IF USING (2) HTWM20, INSTALL (1) S <br />THE WALL - (2) HTWM20 ON SAME S <br />PERMITTED AT THIS LOCATION <br />6. • (1) 48" & (1) 24" BEARING BLO <br />• EACH BLOCK TO TRUSS W/ (3 <br />STAGGERED <br />• TRUSS TO MASONRY BELOW <br />BLOC <br />SEE SHEET ST-5. O (D <br />0 <br />CTURER'S LAYOUT FOR <br />� <br />N <br />�A <br />I <br />i <br />.2 SYP @ 24" O.C. MAX. 0 <br />ORIENTED 2x8 NO.2 SYP MIN.', O <br />RUSS/RAFTER W/ (3) 16d <br />SIMPSON H3 UPLIFT N <br />N <br />0.2 SYP MIN. <br />IES FROM RAFTER TO j --I <br />(5) 10d COMMONS MIN. V- <br />W <br />EDULE J <br />MBER SIZE j <br />P <br />O <br />E <br />R <br />2x10 2x12—� Z <br />_ O <br />23'-9" 26'-0" U) <br />Y <br />20'-7" 22'-0" 0 <br />- 16'-10' 19'-9" <br />2SYP __----------- � <br />O <br />N SCHEDULE T- <br />MBER SIZE W <br />H <br />2x8-- 2x10 - - <br />U) <br />25 -8" 26'-0" <br />-- 23 -4" _ 26-0" —{ J <br />20' 1" 2T-11" m <br />SYP Uj <br />TES <br />SPECIFIED ON PLAN <br />U) <br />TAIL SHEET. } <br />Z <br />, MIN 48" LONG AND TO w <br />EMBER. LU <br />USS VERTICAL OR TRUSS <br />d @ 4" O.C. STAGGERED. 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L0 <br />EAF U) <br />w <br />J <br />Q <br />U <br />cn <br />ANiF'�. � <br />�.`�� �• ��� N '•9 ��' z <br />F • '• <br />0 8 166 <br />:•� <br />' O:••• S ATE O F U) <br />T Al P 0 <br />�� _ <br />�'� F�'•� 0 R��•••� Z <br />5`0N A, <br />02/25/2020 <br />w <br />REVISIONS: <br />No. Description Date ~ <br />w <br />J <br />- - Q <br />U <br />-- — - U) <br />0 <br />O <br />0 <br />ST=3A <br />(:MII/MFTAI <br />rnNNF(.TnR FNrINFFRINr. <br />MBER SIZE j <br />P <br />O <br />E <br />R <br />2x10 2x12—� Z <br />_ O <br />23'-9" 26'-0" U) <br />Y <br />20'-7" 22'-0" 0 <br />- 16'-10' 19'-9" <br />2SYP __----------- � <br />O <br />N SCHEDULE T- <br />MBER SIZE W <br />H <br />2x8-- 2x10 - - <br />U) <br />25 -8" 26'-0" <br />-- 23 -4" _ 26-0" —{ J <br />20' 1" 2T-11" m <br />SYP Uj <br />TES <br />SPECIFIED ON PLAN <br />U) <br />TAIL SHEET. } <br />Z <br />, MIN 48" LONG AND TO w <br />EMBER. LU <br />USS VERTICAL OR TRUSS <br />d @ 4" O.C. STAGGERED. CD <br />O <br />O <br />0)RAMING/TRUSS VERTICALS ' <br />ENING SHOWN BELOW <br />I ti <br />MASONRY/CONCRETE <br />I O <br />REQUIRED AT SPECIFIED Z <br />FOR FASTENER U) <br />LLI <br />ION Z <br />L BE SECURE TO WALL <br />COMMON NAILS AT FLOOR 0 <br />SE ONLY. co <br />W <br />N <br />j w <br />N CD <br />ON Z <br />W <br />TITEN): Q <br />AGGERED 0 <br />AGGERED Of <br />AGGERED 0 <br />AGGERED ij <br />D (W/ NAILS): Z <br />I 0 <br />N I— <br />N <br />N <br />N O <br />D (W/ SCREWS): 0 <br />LONG #14 WOOD SCREWS U <br />LONG #14 WOOD SCREWS Q <br />LONG #14 WOOD SCREWS j <br />LONG #14 WOOD SCREWS 1 Ix <br />0 <br />OMITTED FROM GABLE LL <br />RING DETAIL IS 1 Q <br />HEET ST-6/7. <br />TRAP ON EACH FACE OF U <br />IDE OF WALL IS NOT Z <br />} <br />REQ'D 0 <br />ROWS 10d @ 4" O.C. 0 <br />Z <br />W/ LGT3-SDS2.5 U <br />w <br />X <br />w <br />a. <br />Q <br />X <br />m <br />W <br />O <br />W <br />Q <br />U) <br />O <br />F- <br />LL <br />Q <br />U) <br />} <br />C� <br />O <br />J <br />Z <br />2 <br />U <br />W <br />H <br />X <br />W <br />W <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tm <br />U) <br />Q W <br />J O cis <br />W <br />0 �- a o <br />Im <br />Q Q <br />LU 0 <br />0 J WUj <br />W W ►. <br />X <br />a z <br />O <br />0 <br />W <br />Z <br />cr- <br />- <br />LL <br />W <br />Abbott Park J <br />U <br />t1� <br />LOT 007-01-A o <br />W <br />H <br />Z <br />(D <br />CD <br />PROJECT NO: W <br />2020.001717 0 <br />LL <br />- - -- O <br />DRAWN: <br />SLC o <br />CHKD. 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