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)ocuSign Envelope ID: 30814DOC-5684-4E90-9485-603907D32158 <br />U <br />0 <br />ri <br />rn <br />0 <br />N <br />1st LEVEL FRAMING PLAN <br />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. O <br />O <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />CV <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />00 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />O <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 />fV <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 />ILL <br />O.C. <br />SPACII <br />12" <br />16" <br />24" <br />12" <br />16" <br />24" <br />W <br />RAFTER SPAN SCHEDULE <br />J <br />-- - <br />- <br />J <br />LUMBER SIZE <br />5; <br />z <br />O <br />Y <br />¢ <br />- <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />15'-5" <br />19'-11" <br />23'-9" <br />26-0" <br />13'-4" <br />17'4" <br />2C'-7" <br />22'4" <br />20 L.L./15 D.L. #2 SYP <br />O <br />O <br />CEILING JOIST SPAN SCHEDULE <br />_ <br />W <br />LUMBER SIZE <br />F- <br />2x4 2x6 2x8 <br />2x10 <br />- .... <br />12'-5" 19'-6" 25'-8" <br />26'4" <br />6 <br />11'4' 17'4" 23'-4" <br />26-0" <br />J <br />9'-10" 15'-6" 20'-1" <br />23'-11" <br />m <br />10 L.L15 D.L. #2 SYP <br />W <br />TRUSS FRAMING KEY NOTES <br />¢ <br />a <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Ci <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 />MATCH DIMENSION OF TRUSS MEMBER. <br />W <br />w <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />Ix <br />BOTTOM CHORD W/ (3) ROWS 1 Od @ 4" O.C. STAGGERED. <br />O <br />3. LEDGER FRAMING NOTES <br />0 <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />ti <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />(MAX 24" O.C. SPACING). OR <br />LO <br />I` <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />O <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />Z <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />U) <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 />LEDGERS ARE FOR INTERIOR USE ONLY. <br />m <br />ROOF FRAMING LEDGER TO WOOD: <br />Ix <br />W <br />2x6...................................(4) 12d COMMON <br />W <br />2x8...................................(6) 12d COMMON <br />Z <br />2x10.................................(8) 12d COMMON <br />CD <br />2x12.................................(10) 12d COMMON <br />Z <br />w <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />¢ <br />PT 2x6.......(2) ROWS %a" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" 0 16" O.C. STAGGERED <br />� <br />@ <br />PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED <br />0 <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED <br />LL <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />0 <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />a <br />af <br />FLOOR FRAMING LEDGER TO WOOD (WI SCREWS): <br />O <br />PT 2x6...................................(3) %" x 4-'/z" LONG #14 WOOD SCREWS <br />U <br />i PT 2x8...................................(5) W x 4 '/i' LONG #14 WOOD SCREWS <br />Q <br />PT 2x10.................................(7) W x 4-'/i' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4-MV LONG #14 WOOD SCREWS <br />O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />¢ <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />Z <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />} <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />0 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />J <br />STAGGERED <br />Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />= <br />U <br />w <br />x <br />w <br />a. <br />0}l] <br />W <br />W <br />U) <br />O <br />} <br />C� <br />O <br />J <br />O <br />Z <br />U <br />LJ <br />x <br />W <br />(L <br />APEX <br />L <br />tds -6 <br />true design studios 0) <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Q <br />W <br />� <br />W <br />O <br />cis <br />p <br />Q <br />� <br />o <br />0-1 <br />W <br />Q <br />¢ <br />W <br />W <br />W <br />x <br />LL <br />� <br />Q <br />Z <br />O <br />0 <br />Z <br />a <br />LL <br />W <br />ABBOTT PARK <br />J¢ <br />U <br />LOT 025-01 <br />0 <br />W <br />Z <br />U) <br />PROJECT NO: <br />W <br />0 <br />2021.006624 <br />LL <br />- <br />O <br />DRAWN: <br />KME <br />o <br />CHKD: <br />Lc) <br />MJP <br />U) <br />w <br />J <br />U <br />,•�� E SF•:4 ��: <br />— <br />No 85166 <br />DGWgigned by: <br />'. 0:• C3F4671DAC0EF4j5-.A*k/TE OF' �✓ % <br />01 <br />05-18-2021 <br />p <br />w <br />REVISIONS: <br />LU <br />No. Description Date <br />~ <br />w <br />J <br />U <br />_ <br />U <br />H <br />O <br />-- <br />Z <br />ST=3A <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />