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)oCuSign Envelope ID: 8B4D9CDD-19B3-4FOE-B3A9-573814FO9B29 <br />1st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />(2) HTWM20, NOTE 5 <br />v <br />w <br />H <br />0 <br />z <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 />U <br />0 <br />M <br />rn <br />NN <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />O <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />O <br />04 <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />LID <br />TRUSS LABELS & DIMENSIONS <br />V_ <br />N <br />OVERFRAMING NOTES <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 />1 <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. <br />N <br />c,) <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />J <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />LL <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />w <br />RAFTER SPAN SCHEDULE <br />J <br />O.C. <br />SPACING <br />LUMBER SIZE <br />_ <br />2x6 i 2x8 2x10 <br />12" 1F-5" 1 19'-11" 23'-9" <br />16" 13' 4" 17 -3" 20'-7" <br />24" 10'-11" 14'-1" 16'-10" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />i <br />2x12 1 O <br />M <br />26-0" Y <br />22'-0" U <br />Q <br />19'-9" <br />O <br />O <br />T_ <br />w <br />F— <br />`SPACING <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />26-0" <br />U) <br />0 <br />12" <br />12'-5" <br />19'-6" <br />25'-8" <br />- <br />16" <br />— <br />11'-3" <br />17'-8" <br />23'4" <br />26-0" <br />J <br />24" <br />- V-10" <br />15'-6" <br />20'-1" <br />23'-11" <br />m <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />c% <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />}- <br />U <br />2. TYPICAL BEARING BLOCK <br />z <br />w <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />(D <br />MATCH DIMENSION OF TRUSS MEMBER. <br />w <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />w <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES <br />C) <br />O <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />LO <br />(MAX 24" O.C. SPACING), OR <br />i` <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />O <br />w/ FASTENING SHOWN BELOW <br />z <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />U) <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />LLU <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 />w <br />2x6...................................(4) 12d COMMON <br />Z <br />2x8...................................(6) 12d COMMON <br />_ <br />2x10.................................(8) 12d COMMON <br />(D <br />2x12.................................(10) 12d COMMON <br />W <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />0 <br />PT 2x6.......(2) ROWS %4' 0 @ 24" O.C. STAGGERED <br />w <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED <br />LL <br />no <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 1 0 <br />2x6...................................(3) 16d COMMON <br />~ <br />2x8...................................(5) 16d COMMON <br />< <br />2x10.................................(7) 16d COMMON <br />Q <br />2x12.................................(9) 16d COMMON <br />it <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />0 <br />U <br />PT 2x6...................................(3) 'W x 4?'Y2" LONG #14 WOOD SCREWS <br />Q <br />PT 2x8...................................(5) ''YV x 4 -Y2" LONG #14 WOOD SCREWS <br />0 <br />PT 2x10.................................(7) 'W x 4 '/z' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) 'W x 4 '/z' LONG #14 WOOD SCREWS <br />O <br />J <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LL <br />BRACINGDETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />U <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF <br />z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />} <br />PERMITTED AT THIS LOCATION <br />U, <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />j <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 />= <br />U <br />w <br />x <br />w <br />Q_ <br />XQ <br />a <br />m <br />w <br />z <br />O <br />w <br />Q <br />U) <br />O <br />F- <br />P: <br />U <br />LL <br />Q <br />U) <br />O <br />J <br />O <br />z <br />U <br />w <br />H <br />x <br />w <br />m <br />tds <br />a <br />L <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />I , <br />• <br />PVIA <br />O U) <br />W <br />U. z w <br />� O��W <br />VJ <br />O <br />Q Q <br />W w <br />LLJ LU <br />x <br />LL <br />Q z <br />O <br />w <br />z <br />a <br />LL <br />w <br />Abbott Park Q <br />U <br />LOT 010-01 0 <br />w <br />H <br />a <br />z <br />C� <br />PROJECT NO: w <br />2021.003453 0 <br />LL <br />---- O <br />DRAWN: <br />LDG o <br />O <br />CHKD: L0 <br />MJP cl) <br />w <br />J <br />Q <br />U <br />z <br />N6A i need y <br />r '• �y 4J <br />• • ♦ v! <br />op <br />03-19-2021 �0 <br />w <br />REVISIONS: w <br />No. Description Date <br />-- w <br />J <br />a <br />O <br />z <br />O <br />0 <br />ST=3A <br />CMUIMFTAI CONNFCTOR FWUNFFRING <br />