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DocuSign Envelope ID: 30813D59-338F-444C-B5F4-9FD029C9F05E <br />1st LEVEL FRAMING <br />1/4" = V-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 />SPACING <br />LUMBER SIZE <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 />22'4"v <br />24" <br />10'-11" <br />14'-1" <br />16-10" <br />19'-9" <br />20 L.L115 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />SPACING <br />LUMBER SIZE <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />12" <br />25'-8" <br />26'-0" <br />12'-5" <br />19'-6" <br />16" <br />17'-8" <br />15'-6" <br />L.L./5 D.L. #2 SYP <br />23'4" <br />11'-3" <br />9'-10" <br />10 <br />26-0" <br />24" <br />20'-1" <br />23'-11" <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 t/" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %" 0 @ 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) W x 4 %" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) W x 4-%" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4-%" LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4-Y2" 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. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />STAGGERED <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />O <br />O <br />N <br />LO <br />N <br />O <br />O <br />d7 <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />U) <br />U <br />Q <br />O <br />O <br />W <br />H <br />G7 <br />J <br />m <br />W <br />C� <br />(n <br />Z <br />W <br />(9 <br />W <br />Ix <br />O <br />O <br />O <br />CA <br />i <br />f�- <br />u7 <br />ti <br />O <br />Z <br />W <br />07 <br />W <br />07 <br />00 <br />W <br />Z <br />Z <br />W <br />0 <br />LL <br />O <br />F- <br />9 <br />O <br />O <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />Z <br />(D <br />O <br />J <br />Z <br />U <br />W <br />F— <br />x <br />W <br />IZ <br />Q <br />x <br />m <br />W <br />W <br />Q <br />O <br />H <br />U <br />LL <br />a <br />C� <br />O <br />J <br />Z <br />2 <br />U <br />W <br />F— <br />x <br />W <br />a- <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <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 />>Enot considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />n any electronic copyv <br />' ' <br />WW <br />LIJ <br />Uj O cn <br />Q <br />0 <br />Uj <br />W <br />�j <br />aU_ <br />Abbott Park <br />LOT 007-04-1 B <br />PROJECT NO: <br />2021.012598 <br />DRAWN: <br />CD <br />CHKD <br />MJP <br />�. i %N LAN <br />No 85166 •• <br />* ; Doc <br />uftned by: ; A <br />r <br />�i 1 DAM435.; 4 y <br />dO <br />Al V1_ <br />C? <br />11-02-2021 <br />REVISIONS: <br />No. Description Date <br />ST=3A <br />N <br />ti <br />x <br />O <br />0 <br />W <br />F— <br />Z <br />a. <br />LL <br />W <br />J <br />Q <br />U <br />U) <br />0 <br />W <br />F- <br />Z <br />(D <br />0) <br />W <br />0 <br />LL <br />O <br />0 <br />O <br />U) <br />W <br />J <br />Q <br />U <br />W <br />Z_ <br />U) <br />Z <br />0 <br />W <br />W <br />2 <br />LU <br />J <br />Q <br />U <br />U) <br />F- <br />Z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERINGa <br />