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)ocuSign Envelope ID: A095C3AF-A07D-4010-AA89-00747822C066 <br />U <br />0 <br />M <br />rn <br />0 <br />N <br />1st LEVEL FRAMING PLAN <br />1/4" = V-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 />• <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O <br />O <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR N <br />u7 <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES04 <br />00 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />4 <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 />04 <br />CONNECTOR. <br />N <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <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 />O.C. <br />SPACING <br />12„ <br />16" <br />- — 24 <br />LLI <br />RAFTER SPAN SCHEDULE <br />J <br />LUMBER SIZE <br />z <br />0 <br />Y <br />¢ <br />2x6 <br />-- <br />2x8 <br />2x10 <br />2x12 <br />26'-0" <br />15'-5" <br />19'-11" <br />23'-9" <br />13'4" <br />17'-3" <br />20'-7" <br />22'-0" <br />10'-11" <br />14'-1" <br />16-10" <br />19'-9" <br />20 L.L./15 D.L. #2 SYP O <br />O <br />CEILING JOIST SPAN SCHEDULE <br />LUMBER SIZE W <br />H <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />12" <br />12'-5" <br />191-6" <br />25'-8" <br />26'-0" <br />16" <br />11'4' <br />17'4" <br />23'-4" <br />26-0" <br />J <br />24" <br />9'-10" <br />15'-6" <br />20'-V <br />23'-11" <br />f>7 <br />10 <br />L.L./5 D.L. #2 SYP <br />w <br />TRUSS FRAMING KEY NOTES <br />`t <br />Cy <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />w <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />} <br />2. TYPICAL BEARING BLOCK <br />U <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 />Ix <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />ti <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />It <br />(MAX 24" O.C. SPACING). OR <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />b <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN <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 />z <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 />w <br />2x6...................................(4) 12d COMMON <br />W <br />2x8...................................(6) 12d COMMON <br />Z <br />2x10.................................(8) 12d COMMON <br />0 <br />2x12.................................(10) 12d COMMON <br />Z <br />w <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />¢ <br />PT 2x6.......(2) ROWS X" 0 @ 24" O.C. STAGGERED <br />0 <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />O <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />J <br />PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED <br />LL <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />z <br />O <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />O 0 <br />CL <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />O <br />PT 2x6...................................(3) ''/a" x 4 '/z" LONG #14 WOOD SCREWS <br />V <br />PT 2x8...................................(5) 'W x 4 '/s" LONG #14 WOOD SCREWS <br />0 <br />PT 2x10.................................(7) '/:' x 4-%" LONG #14 WOOD SCREWS <br />— <br />PT 2x12.................................(9) %" x 4-'/2" LONG #14 WOOD SCREWS <br />O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LJL <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 />U <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 />O <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />JO <br />STAGGERED <br />Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />w <br />x <br />w <br />m <br />x <br />m <br />0 <br />O <br />Uj <br />z <br />O <br />LIL <br />C� <br />0 <br />O <br />z <br />U <br />W <br />I- <br />x <br />w <br />a. <br />APEX <br />tdss <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tm <br />a <br />U) <br />� <br />Q <br />w <br />J <br />O <br />Uj <br />U) <br />� <br />Q <br />o <br />M <br />W <br />0-01 Q <br />LLJ <br />Q <br />0 <br />J ll1 <br />w <br />Q <br />w w�'�/ <br />1..` <br />x <br />L. L <br />Q <br />z <br />Z <br />O <br />W <br />Z <br />a <br />LL <br />w <br />ABBOTT PARK Q <br />U <br />LOT 016-03 0 <br />W <br />H <br />z <br />PROJECT NO. Uj <br />2021.006618 0 <br />LL <br />- -- — O <br />DRAWN: <br />KME o <br />CHKD: Lf) <br />MJP U) <br />w <br />J <br />¢ <br />U <br />W11111111111 (0 <br />No 85166 <br />* • Do Ign•d by: •• <br />71 DQCFEF4: <br />% <br />05-18-2021 0 <br />w <br />co <br />REVISIONS: <br />No. Description Date ~ <br />- ---- w <br />J <br />U <br />U) <br />-- - o <br />Z <br />O <br />CMU/METAL CONNECTOR ENGINEERING <br />