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)ocuSign Envelope ID: 936C32D4-E265-4FOA-B8BD-0127630741AA <br />T111 1^^ rg-% A ■AIM1P% A g \1/1T1—e% <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />1 1\VVV I g\/'11�Ig1loV wL.1111L.1\#1L. glow 1 L.V <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. —-------- --- -- j <br />LUMBER SIZE <br />SPACING <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'-0" <br />24" <br />1U-11" <br />14'-1" <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 />SPACING <br />2x4 2x6 2x8 2x10 <br />12" <br />12'-5" <br />19'-6" <br />25'-8" <br />26-0" <br />16" <br />17'-8" <br />23'-4" <br />11'-3" <br />26'4" <br />24" <br />9'-10" <br />15'-6" - <br />- 20'-1" <br />23'-11" <br />10 L.L./5 D.L. #2 SYP <br />U <br />0 <br />M <br />rn <br />0 <br />N <br />O <br />O <br />N <br />LO <br />N <br />O <br />d' <br />O <br />O <br />N <br />N <br />M <br />J <br />ILL <br />W <br />J <br />Z <br />O <br />Y <br />U <br />Q <br />O <br />O <br />T_ <br />W <br />F- <br />U) <br />0 <br />J <br />00 <br />w <br />TRUSS FRAMING KEY NOTES <br />Q <br />0 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />C'1 <br />U) <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />} <br />2. TYPICAL BEARING BLOCK <br />U <br />Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />W <br />O <br />MATCH DIMENSION OF TRUSS MEMBER. <br />w <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />BOTTOM CHORD W/ (3) ROWS 1 Od @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES <br />rn <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />r <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 />b <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN <br />U) <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />co <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 />U) <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />m <br />ROOF FRAMING LEDGER TO WOOD: <br />Of <br />W <br />2x6...................................(4) 12d COMMON <br />W <br />2x8...................................(6) 12d COMMON <br />Z_ <br />2x10.................................(8) 12d COMMON <br />Ur <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" 0 @ 24" O.C. STAGGERED <br />0 <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />O <br />PT 2x10.....(2) ROWS %4" 0@ 8" O.C. STAGGERED <br />J <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED <br />W <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />O <br />2x6...................................(3) 16d COMMON <br />F- <br />2x8...................................(5) 16d COMMON <br />< <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />w <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />O <br />PT 2x6...................................(3) W x 4-'/z" LONG #14 WOOD SCREWS <br />U <br />PT 2x8...................................(5) 'W x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) 'W x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) %" x 4-'/2' LONG #14 WOOD SCREWS <br />O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LILLL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <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 />O <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />OJ <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 />= <br />w <br />F- <br />x <br />w <br />a <br />X <br />m <br />0 <br />Z <br />O <br />w <br />Q <br />Z <br />O <br />H <br />U_ <br />Q <br />W <br />O <br />O <br />0 <br />U <br />w <br />F— <br />X <br />w <br />a- <br />APEX <br />ill <br />cl <br />tds <br />true design studies a) <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />041H09ON' <br />jjo\ <br />bmiolew <br />I_ <br />a <br />oc <br />Q <br />w <br />J <br />O <br />W <br />c�ii <br />� <br />Q <br />o <br />Q Q <br />Lu 0 <br />w_jW <br />LLB <br />X <br />LLT_ <br />O <br />0 <br />F— <br />Z <br />LL <br />w <br />ABBOTT PARK Q <br />U <br />LOT 023-01 0 <br />W <br />F— <br />Z <br />(D <br />U) <br />PROJECT NO LU <br />2021.006622 0 <br />LL <br />O <br />DRAWN: <br />KME o <br />CHKD: LO <br />MJP U) <br />w <br />J <br />Q <br />U <br />rrrrtr��u►���� to <br />�S� iN LAN�� •,�� U) <br />�..�\G•ENSF•:� �Z <br />No 85166 Q <br />DocNSigned by: <br />����'FF (���� <br />O •'. T'3F'46T1DAL'UEF435,••��; <br />O <br />111111110 <br />Q <br />05-17-2021 0 <br />w <br />REVISIONS: LU <br />No. Description Date w <br />w <br />- - Q <br />U) <br />Z <br />O <br />ST=3A <br />CMUIMETAL CONNECTOR ENGINEERING <br />