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)ocuSign Envelope ID. CDCDF364-07E8-49F4-8C4B-2A49C84D359F <br />1 st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />'TRUSS FRAMING GENERAL NOTES ;2 <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES i <br />a <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />co <br />> <br />BY BUILDER <br />rn <br />0 <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />`V <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />O <br />O <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />N <br />LO <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />0000 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />14 <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. <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 />N <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 />V- <br />w <br />RAFTER SPAN SCHEDULE <br />J <br />---- - — - <br />O.C. <br />LUMBER SIZE <br />5; <br />SPACING <br />z <br />2x6 <br />2x8 <br />2x10 2x12 <br />12" <br />15'-5" <br />19'-11 23'-9" 26-0" <br />16" <br />13'-4" <br />1 T-3" 20'-7" 22'-0" <br />24" <br />10'-11" <br />14'-1" 1 <br />16-10" 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'-0" <br />16" 11'-3" 1 T-8" 23'-4" 26-0' <br />24" 9'-101, ---15-6' 20'-1" 23'-11" <br />10 L.L./5 D.L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />2. TYPICAL BEARING BLOCK <br />• BEARING BLOCK TO BE NO.2 SYP. MIN 48" LONG AND TO <br />MATCH DIMENSION OF TRUSS MEMBER. <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO FRAMINGITRUSS VERTICALS <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 />O <br />Y <br />Q <br />O <br />O <br />T_ <br />w <br />H <br />U) <br />0 <br />J <br />m <br />w <br />Q <br />C1 <br />C0 <br />U <br />z <br />LL] <br />w <br />w <br />O <br />O <br />O <br />O <br />i <br />ti <br />d- <br />L0 <br />ti <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />Z <br />LOCATIONS ON PLAN <br />U) <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 />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 />W <br />2x8...................................(6) 12d COMMON <br />z <br />2x10.................................(8) 12d COMMON <br />3 <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" O @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />O <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 />O <br />2x6...................................(3) 16d COMMON <br />H <br />2x8..... .............................. (5) 16d COMMON <br />< <br />2x10.................................(7) 16d COMMON <br />0 <br />2x12.................................(9) 16d COMMON <br />I <br />� <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />O <br />PT 2x6...................................(3) ''Y4" x 4-'/2" LONG #14 WOOD SCREWS <br />U <br />PT 2x8...................................(5) 'W" x 4-'/z" LONG #14 WOOD SCREWS <br />Q <br />PT 2x10.................................(7) 'W x 4 W LONG #14 WOOD SCREWS <br />PT 2x12................................. (9)%" x 4-%" LONG #14 WOOD SCREWS <br />O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LUL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF <br />U <br />Z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <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 />O <br />STAGGERED <br />z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />w <br />x <br />w <br />a. <br />x <br />m <br />0 <br />z <br />O <br />w <br />Q <br />m <br />O <br />H <br />i= <br />LL <br />a <br />U) <br />O <br />J <br />O <br />z <br />U <br />w <br />H <br />x <br />w <br />d <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />APEX <br />tds <br />true design studios >a) <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Q <br />� <br />� <br />m� <br />J <br />O <br />LLJ <br />cis <br />p <br />� <br />� <br />a <br />o <br />Q <br />LLB <br />Q <br />0 <br />w <br />W <br />2 <br />Q <br />W W <br />� <br />x <br />Q <br />L <br />z <br />O <br />0 <br />LL) <br />z <br />d <br />LL <br />w <br />Abbott Park —i <br />U <br />U) <br />LOT 010-03 0 <br />w <br />H <br />z <br />0 <br />U) <br />PROJECT NO: w <br />2021.003505 0 <br />LL <br />O <br />DRAWN: <br />LDG o <br />CHKD: V7 <br />MJP U) <br />% 0111it111ri11�/` cn <br />%, �5� 1N LAl �,o v� <br />- �c-ENS' R z <br />'•�--•• <br />• o <br />86 nec! b) Q <br />i F435... z_ <br />*.S%N Al 'S <br />Q <br />03-23-2021 0 <br />w <br />REVISIONS: <br />No. Description j Date ~ <br />w <br />J <br />Q <br />O <br />z <br />O <br />ST=3A <br />