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7ocu5ign Envelope ID: 49180716-722C-448818344-DC46395EF416 <br />1 st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />M <br />> <br />BY BUILDER <br />to 0 <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 N <br />LO <br />TRUSS LABELS & DIMENSIONS T. <br />OVERFRAMING NOTES 04 <br />• ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24" O.C. MAX. II <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MINI � <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />RAFTER SPAN SCHEDULE <br />O.C. - - - LUMBER SIZE - - - <br />SPACING <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />12" <br />15-5" <br />19'-11" <br />23'-9" <br />26-0" <br />16" <br />13'-4" <br />17'-3" <br />20'-7" <br />22'-0" <br />24" <br />10'-11" <br />14'-1" <br />16'-10" <br />19'-9" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />SPACING <br />2x4 2x6 2x8 2x10 <br />12" 12'-5" 19'-6" 25-8" 26 4' <br />16" 11'4- 17'-8" 23'-4" 26-0" <br />24" 9'-10" 15-6" 20'-1" 2T-11" <br />i <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />U) <br />Y <br />U <br />Q <br />O <br />O <br />w <br />H <br />U) <br />0 <br />J <br />m <br />10 L.L./5 D.L. #2 SYP <br />w <br />Q <br />TRUSS FRAMING KEY NOTES <br />0 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <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 />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />� <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES <br />0 <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />r <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <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 />co <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 />LU <br />2x6 ................................ 12d COMMON <br />W <br />2x8...................................(6) 12d COMMON <br />Z <br />2x10.................................(8) 12d COMMON <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 %4" 0 @ 24" O.C. STAGGERED <br />� <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 %4" 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 />I- <br />2x8...................................(5) 16d COMMON <br />< <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />0 <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />O <br />U <br />PT 2x6.. ..... ........................... (3) Y4" x 4 '/2" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) Y4" x 4 '/2" LONG #14 WOOD SCREWS <br />0 <br />PT 2x10............................... ..(7)%" x 4-Y2' 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 />Li <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 />0 <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <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 />2 <br />w <br />I— <br />x <br />w <br />Q <br />x <br />m <br />0 <br />LLI <br />Q <br />Z <br />0 <br />LL <br />Q <br />O <br />J <br />O <br />Z <br />U <br />w <br />I— <br />x <br />W <br />d <br />Q <br />E <br />O <br />ca <br />cs <br />APEX 0 Q <br />v <br />N <br />C2 <br />tds <br />1ru-7 design studios � <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0-H-H019ON"AA <br />tm <br />Q <br />U) <br />pC <br />m <br />Uj <br />J <br />O <br />0� <br />LLJ <br />U) <br />p <br />Q <br />� <br />o <br />M <br />W <br />0.., <br />Lu <br />Q <br />Q <br />0 <br />J <br />LV <br />W <br />� <br />Q <br />W <br />W <br />ti <br />� <br />X <br />LL <br />z <br />Q <br />Z <br />O <br />0 <br />Z <br />IZ' <br />CL <br />LL <br />w <br />AB BOTT PARK Q <br />U <br />(n <br />LOT 021-01 0 <br />w <br />H <br />Z <br />U) <br />PROJECT NO. W <br />2021.006619 Q <br />LL. <br />--- - -- O <br />DRAWN: <br />KME o <br />CHKD L0 <br />MJP U) <br />w <br />J <br />Q <br />U <br />41111111111111 U) <br />N J5� 1N LAlyj� �,� cn <br />J..��c•E NS�.;4 Z <br />No 85166 ' <br />Q <br />---- �Do*3Signed by: <br />3: Q <br />• TAKE OF 41 <br />`V (A <br />441 <br />0 •—3F4671DAC(ZEF43ii <br />tntt Q <br />05-18-2021 0 <br />w <br />co <br />REVISIONS: <br />No. Description Date? ~ <br />— w <br />J <br />Q <br />- U) <br />H <br />- O <br />Z <br />O <br />c) <br />CMUIMETAL CONNECTOR ENGINEERING <br />