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)ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 <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. <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <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 />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. <br />LUMBER SIZE <br />SPACING <br />-- <br />_ <br />_ -- - --- -- <br />— . —_--- - <br />2x8 2x10 <br />2x12 <br />12" <br />15'-5" <br />19'-111, 23'-9" <br />26-0" <br />16" <br />13' 4" <br />-—17'-3" -- 20'-7" <br />22'-0" - <br />24" <br />10'-11" <br />14'-1" <br />16 -1 <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />-SPACING <br />2x4 <br />2x6 2x8 <br />2x10 <br />12" <br />12'-5" <br />19'-6" 25-8" <br />26-0" <br />16" <br />11'-3" <br />1 T-8" <br />23'-4" <br />j 26-0" <br />24" <br />9'-10" <br />l' <br />15'-6" 20'-120'-1" <br />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 FRAMING/TRUSS 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 />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />PROTECTION AGAINST CORROSION <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 />ROOF FRAMING LEDGER TO WOOD: <br />2x6. .................................. (4) 12d COMMON <br />2x8...................................(6) 12d COMMON <br />2x10.................................(8) 12d COMMON <br />2x12.................................(10) 12d COMMON <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN <br />PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4" Q @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS <br />2x6................ ................. -(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS <br />PT 2x6.... ...............................(3)'/d' x 4-%" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) '/." x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x10....... _.......................(7) '/<" x 4-'/V LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) %" x 4-'/2" LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />U <br />0 <br />cli <br />rn <br />o � <br />N <br />ti <br />O <br />z <br />U) <br />co <br />W <br />_z <br />07 <br />m <br />w <br />W <br />z <br />z <br />W <br />W' <br />0 <br />LL <br />z <br />O <br />Q <br />O <br />U <br />0 <br />Df <br />O <br />J <br />LL <br />Q <br />U <br />z <br />} <br />C� <br />0 <br />O <br />z <br />2 <br />U <br />w <br />F— <br />X <br />W <br />w <br />Q <br />m <br />0 <br />z <br />0 <br />W <br />Q <br />z <br />U) <br />O <br />H <br />LL <br />Q <br />U) <br />} <br />0 <br />O <br />z <br />U <br />W <br />x <br />w <br />w <br />Q <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <br />w <br />Q <br />U) <br />W <br />FM <br />Q <br />C/) <br />O <br />U) <br />a <br />Q <br />� <br />m <br />Q <br />wo <br />J <br />W <br />111111 <br />M � Q <br />Q LL W <br />ti <br />x <br />i— <br />O <br />0 <br />w <br />H <br />z <br />Abbott Park <br />a <br />LL <br />LOT 009-01 w <br />J <br />Q <br />U <br />U) <br />W <br />PROJECT NO: <br />2021.003461 z <br />C� <br />DRAWN. <br />LDG w <br />0 <br />CHKD: LL <br />MJP O <br />N <br />0 <br />0 <br />u7 <br />IN Lq/vii� W <br />�.•\'�C•ENS�•.9 Q <br />t U <br />• M <br />••"° STATE OF :• �% <br />35< <br />• sloNAk- ►►� %% 0 <br />03-19-2021 O <br />z <br />REVISIONS: Q <br />No. Description 1 Date 0 <br />w <br />- w <br />w <br />Q <br />U <br />U) <br />ST_ O <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />