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DocuSign Envelope ID: 707B1834-BEF5-47BC-9323-F8E9026C052D <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 />2x6 <br />15'-5" <br />2x8 <br />19'-11" <br />2x10 <br />23'-9" <br />2x12 <br />26-0" <br />12" <br />16" 13'4" 1 T-3" 20'-7" 22'-0" <br />24" 10'-11" 14'-1" 16-10" 19'-9" <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 <br />2x8 <br />2x10 <br />12" <br />12'-5" <br />19'-6" <br />25'-8" <br />26-0" <br />16" <br />_ 11'4" <br />17'-8" 23'-4" 26-0" <br />16-6" 20'-1" 23'-11" <br />L.L./5 D.L. #2 SYP <br />24" <br />9'-10" <br />10 <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 NO2 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" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (WI 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) W x 4 '/i' LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) W x 4-Y2' LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4 '/2' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4-'/z' LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />6. ANGLE & LATERAL BRACES MAY BE OMITTED <br />PROVIDED GABLE TRUSS IS ANCHORED TO <br />MASONRY W/ META12 OR GREATER @ MAX 24" O.C. <br />T <br />D <br />y <br />t` <br />LO <br />I- <br />O <br />0o <br />U) <br />W <br />z_ <br />m <br />W <br />W <br />z <br />0 <br />z <br />W <br />O <br />J <br />U_ <br />z <br />_O <br />H <br />O <br />11 <br />Of <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />z <br />} <br />0 <br />O <br />J <br />O <br />z <br />U <br />W <br />F— <br />W <br />Q <br />00 <br />0 <br />LU <br />W <br />z <br />U) <br />O <br />_U <br />LL <br />Q <br />(n <br />} <br />C� <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />H <br />X <br />W <br />a <br />4 <br />E <br />O <br />U <br />L3 <br />APEX _50 <br />'00 <br />tds <br />s� <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <br />11HOMON' <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />�nd the signature must be verified <br />y a 3rd Party Certificate Authority <br />any electronic copyWn <br />LU <br />W <br />Z <br />O �W <br />_ V J <br />> <br />Uj <br />v <br />� <br />J <br />UJ <br />coW <br />W <br />r <br />U_ <br />PROJECT NO: <br />Abbott Park <br />LOT 024-03-1 B <br />2021.012593 <br />DRAWN: <br />CD <br />CHKD: <br />I1'1 U <br />,j %N LA/Vj, <br />i <br />�• ••LENS •9 ��. <br />` No 85166 <br />•' * • LuDAQEF435.t- <br />cy"Igned by: <br />do•• 4041 <br />40 <br />1111111111+++, <br />11-01-2021 <br />REVISIONS: <br />No.j Description Date <br />ST=3A <br />a� <br />i <br />ti <br />X <br />z <br />O <br />0 <br />W <br />H <br />z_ <br />LL <br />W <br />J <br />Q <br />U <br />U) <br />0 <br />w <br />H <br />Q <br />W <br />0 <br />LL <br />O <br />I <br />O <br />U) <br />U) <br />W <br />J <br />U <br />G7 <br />U) <br />z <br />0 <br />fn <br />CD <br />z <br />I <br />0 <br />U) <br />W <br />W <br />-J <br />Q <br />I U) <br />i- <br />O <br />z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />