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)ocuSign Envelope ID. C14E474E-01F2-47BC-B356-D144268A78A1 <br />0 <br />ri <br />rn <br />0 <br />N <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET STA & 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 />• <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O <br />O <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR N <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />000 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />4 <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 />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 />cM <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />J <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />LL <br />W <br />RAFTER SPAN SCHEDULE <br />J <br />O.C. LUMBER SIZE <br />5; <br />SPACING <br />Z <br />0 <br />Y <br />2x6 <br />2x8 <br />__. <br />2x10 <br />2x12 <br />12" <br />15'-5" <br />19'-11" <br />23'-9" <br />26'4" <br />13'-4" <br />20'-7" <br />22'-0" <br />16" <br />17'-3" <br />Q <br />10'-11" <br />14'-1" <br />O <br />24" <br />16-10" <br />19'-9" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />W <br />~ <br />SPACING <br />2x4 2x6 2x8 2x10 <br />12" 12'-5" 19'-6" 25'-8" 26-0" <br />16" 11'4" 17'-8" 23 -4" 26-0" <br />J <br />24" 9'-10" 16-6" 20-1" 23'-11" <br />m <br />- <br />10 L.L./5 D.L. #2 SYP <br />W� <br />¢ <br />TRUSS FRAMING KEY NOTES <br />0 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Cf <br />U) <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />} <br />U <br />2. TYPICAL BEARING BLOCK <br />Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />W <br />iD <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 />� <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />i` <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />'t <br />(MAX 24" O.C. SPACING), OR <br />II- <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <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 />U) <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 />2x8...................................(6) 12d COMMON <br />Z <br />2x10.................................(8) 12d COMMON <br />CD <br />2x12.................................(10) 12d COMMON <br />Z <br />W <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />¢ <br />PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED <br />O <br />PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED <br />J <br />PT 2x12.....(2) ROWS Y4" 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 />2x8...................................(5) 16d COMMON <br />200.................................(7) 16d COMMON <br />L <br />O <br />2x12.................................(9) 16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (WI SCREWS): <br />O <br />PT 2x6...................................(3) W x 4 %" LONG #14 WOOD SCREWS <br />U <br />PT 2x8...................................(5) Y." x 4 %" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4-Y2' 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 />U <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />¢ <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />U <br />Z <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />�- <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />O <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />J <br />Z <br />STAGGERED <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />U <br />W <br />I— <br />x <br />W <br />a <br />¢ <br />x <br />0}0 <br />O <br />LU <br />U) <br />Z) <br />O <br />LL <br />¢ <br />} <br />C� <br />O <br />J <br />O <br />z <br />U <br />LU <br />I— <br />x <br />W <br />IZ <br />CMUIMETAL CONNECTOR ENGINEERING <br />APEX <br />tds1✓ <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />,a <br />U) <br />LL <br />W <br />J <br />O <br />LLJ <br />U) <br />in <br />Q <br />2 <br />o <br />m <br />W <br />¢ <br />LU <br />J W <br />2 <br />Q <br />LJ J LLI <br />ti <br />x <br />Q <br />LLx <br />z <br />O <br />0 <br />LU <br />a <br />LL <br />W <br />ABBOTT PARK <br />Q <br />U <br />LOT 042-03 <br />0 <br />W <br />H <br />Z <br />0 <br />PROJECT NO: <br />W <br />0 <br />2021.006631 <br />LL <br />O <br />DRAWN: <br />KME <br />o <br />CHKD: <br />O <br />L1i <br />MJP <br />co <br />W <br />J <br />U <br />111111111/11j1', <br />U) <br />No 85166 •�: <br />Dt*uSign•d by: <br />0 <br />T,4Tt.W OF %* <br />�0�. 3F48i1DAC( EFd��; <br />U) <br />05-17-2021 <br />W <br />REVISIONS: <br />LU <br />No. Description Date <br />~ <br />W <br />J <br />U <br />O <br />_ <br />z <br />-- O <br />0 <br />STm3A <br />