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)ocuSign Envelope ID: OOCCED92-FD8241DF-BBOB-9A1B2DCB5D17 <br />Itl1lt�Y Lel,WI.WI & I II <br />9 <br />1 st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />TRUSS FRAMING GENERAL NOTES g <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER o <br />UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, `li <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING 0 <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. 0 <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />N <br />LO <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />000 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />0 <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. <br />0 <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />04 <br />CONNECTOR. <br />N <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />co <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />—� <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />LL <br />O.C. <br />SPACING I <br />12" <br />16" <br />24" <br />fi <br />RAFTER SPAN SCHEDULE <br />-j <br />LUMBER SIZE <br />Z <br />0 <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />23'-9" <br />26'-0" <br />Y <br />15'-5" <br />19'-11" <br />13'4" <br />U <br />17'-3" <br />20'-7" <br />22'-0" <br />10'-11" 14'-1" 16'-10" 19'-9" <br />20 L.L./15 D.L. #2 SYP <br />0 <br />O <br />CEILING JOIST SPAN SCHEDULE <br />_ -- - — — <br />W <br />LUMBER SIZE <br />F- <br />U) <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />12'-5" <br />19'-6" <br />25'4" <br />26-0" <br />23'4" <br />26 4' <br />11'-3" <br />17'-8" <br />J <br />m <br />9'-10" <br />_ <br />15'-6" <br />20'-1" <br />23'-11" <br />W <br />10 L.L_/5 D_L_#2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Q <br />Z) <br />0 <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />}- <br />U <br />2. TYPICAL BEARING BLOCK <br />Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />w <br />iD <br />MATCH DIMENSION OF TRUSS MEMBER. <br />w <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />0 <br />O <br />3. LEDGER FRAMING NOTES <br />0 <br />rn <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />rl� <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />Nr <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 />Z <br />LOCATIONS ON PLAN <br />6o <br />U) <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />w <br />PROTECTION AGAINST CORROSION <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />((n <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />00 <br />ROOF FRAMING LEDGER TO WOOD: <br />IY <br />W <br />2x6...................................(4) 12d COMMON <br />w <br />2x8...................................(6) 12d COMMON <br />Z <br />2x10.................................(8) 12d COMMON <br />202.................................(10) 12d COMMON <br />Z <br />w <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />Q <br />PT 2x6.......(2) ROWS %d" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %d" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %d" Q @ 8" O.C. STAGGERED <br />0 <br />PT 2x12.....(2) ROWS %d" 0 @ 6" O.C. STAGGERED <br />LL <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />O <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />O 0 <br />202.................................(9) 16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (W( SCREWS): <br />O <br />PT 2x6...................................(3) 'W x 4-'/i' LONG #14 WOOD SCREWS <br />U <br />PT 2x8...................................(5) %" x 4-W LONG #14 WOOD SCREWS <br />Q <br />PT 2x10.................................(7)'/:' x 4-'/2' LONG #14 WOOD SCREWS <br />— <br />PT 2x12.................................(9) 'W x 4-'/s" LONG #14 WOOD SCREWS <br />O <br />J <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />U <br />Z <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />�- <br />C� <br />0 <br />J <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />O <br />STAGGERED <br />Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />U <br />w <br />x <br />w <br />Q <br />x <br />m <br />0 <br />Z <br />O <br />w <br />Q <br />O <br />H <br />ILL <br />} <br />(D <br />O <br />.J <br />O <br />Z <br />U <br />LU <br />H <br />x <br />w <br />a <br />E <br />O <br />v <br />O <br />O <br />APEX <br />tds -6 <br />Q <br />L <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 Cn <br />O <br />II <br />' cn <br />IftsHOMN' =3 <br />� c► . r <br />Q <br />w <br />LL <br />J <br />O <br />W <br />cis <br />a <br />Ill- <br />2 <br />Q <br />o <br />m W 0 0 <br />w w <br />LLl W ti <br />x <br />LL <br />0 <br />w <br />H <br />Z <br />w <br />LL <br />w <br />ABBOTT PARK <br />U <br />U) <br />LOT 012-03 0 <br />w <br />H <br />Z <br />C� <br />G7 <br />PROJECT NO w <br />2021.006616 0 <br />LL <br />-- --- — O <br />DRAWN: <br />KME 0 <br />CHKD: Ui <br />MJP U) <br />w <br />J <br />Q <br />U <br />%% ( IN LqN <br />.��% G•E N ��i9 <br />SF•. .� Z_ <br />No 85166 <br />* • DocyDAQFd35,•Slpntd by: <br />0 <br />' O •• L4Trx0�� (n <br />� rn <br />.• <br />�0 N AC E� %%%'` <br />05-17-2021 Q <br />w <br />REVISIONS: <br />No. Description Date ~ <br />---- w <br />_l <br />_ a <br />O <br />Z <br />O <br />ST=3A <br />CMU/METAL CONNECTOR ENGINEERING <br />