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a <br />)ocuSign Envelope ID: F282BDE9-B3A34C42-AAFB-342FED633458 <br />FTRUSS FRAMING GENERAL NOTES <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <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 />O <br />O <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />CV <br />u? <br />TRUSS LABELS & DIMENSIONS <br />r <br />OVERFRAMING NOTES <br />0000 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <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 />�- <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />N <br />CONNECTOR. <br />04 <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />ch <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO -j <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. U- <br />O.C. <br />12" <br />_ 16" <br />24" <br />O.C. <br />SPACING <br />w <br />RAFTER SPAN SCHEDULE <br />-j <br />- - <br />-j <br />LUMBER SIZE <br />5; <br />— -- <br />Z <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />O <br />15'-5" <br />19'-11" <br />23'-9" <br />26-0" <br />Y <br />13'-4" <br />17'-3" <br />20'-7" <br />22'-0" <br />Q <br />10'-11" <br />14'-1" <br />16'-10" <br />19'-9" <br />20 <br />L.L./15 D.L. #2 SYP <br />O <br />O <br />CEILING <br />JOIST SPAN SCHEDULE <br />r <br />--- <br />- - <br />w <br />LUMBER SIZE <br />I-- <br />2x4 <br />-- <br />24 <br />- <br />2x8 <br />2x10 <br />- <br />U) <br />12" 12'-5" 19'-6" 25'-8" 26-0" <br />16" 11'4" 17'-8" 23'-4" 26-0" > <br />24" 9'-10" 15'-6" 20'-1" 23'-11" m <br />10 L.L./5 D.L. #2 SYP w <br />TRUSS FRAMING KEY NOTES ¢ <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Cy <br />0 <br />(A <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />2. TYPICAL BEARING BLOCK U <br />Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO w <br />MATCH DIMENSION OF TRUSS MEMBER. O <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS w <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. w <br />O <br />O <br />3. LEDGER FRAMING NOTES rn <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS r-L <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW � <br />(MAX 24" O.C. SPACING), OR ti <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW Z <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN U) <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />PROTECTION AGAINST CORROSION w <br />Z <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 />m <br />ROOF FRAMING LEDGER TO WOOD: <br />2x6...................................(4) 12d COMMON W <br />2x8................................. _(6) 12d COMMON Z <br />2x10.................................(8) 12d COMMON CD <br />2x12.................................(10) 12d COMMON Z <br />w <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 O <br />PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED .__I <br />PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED LL <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): Z <br />O_ <br />i 2x6...................................(3) 16d COMMON i- <br />2x8...................................(5) 16d COMMON < <br />2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON O 0 <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O <br />PT 2x6 (3) W x 4-%" LONG #14 WOOD SCREWS U <br />PT 2x8................................... (5)'h" x 4-'/i' LONG #14 WOOD SCREWS 0 <br />PT 2x10................................. (7)'YV x 4-'/z" LONG #14 WOOD SCREWS — <br />PT 2x12.................................(9) Y." x 4—'/2' LONG #14 WOOD SCREWS O <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LJL, <br />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 U <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT z— <br />PERMITTED AT THIS LOCATION }- <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. JO <br />STAGGERED Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U <br />w <br />x <br />w <br />a <br />X <br />m <br />0 <br />O <br />Q <br />U) <br />O <br />ILL <br />G7 <br />} <br />C� <br />O <br />J <br />Z <br />2 <br />U <br />w <br />I— <br />X <br />w <br />a <br />E <br />O <br />V <br />O <br />APEX O <br />ca <br />O, <br />.c <br />tds .6 <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Q <br />w <br />� <br />W <br />LU <br />J <br />O <br />W <br />cis <br />p <br />Q <br />� <br />o <br />0,0" <br />LLJ <br />< <br />0 <br />Lij <br />W <br />r <br />X <br />a <br />r <br />O <br />0 <br />w <br />I— <br />Z <br />IY <br />LL <br />w <br />ABBOTT PARK Q <br />U <br />LOT 041-03 [� <br />w <br />Z <br />(D <br />PROJECT NO <br />w <br />0 <br />2021.006630 <br />LL <br />O <br />DRAWN: <br />KME <br />o <br />L0 <br />CHKD'. <br />E Ng' <br />•9 No 85166 <br />DocuSigned by: <br />441 � <br />L 3�tl�7�DAdD�F435.... W • <br />1/0 IN <br />05-17-2021 <br />w <br />REVISIONS: LU <br />No. Description Date ~ <br />- — w <br />J <br />U <br />Z <br />- O <br />ST=3A <br />CMUIMETAL CONNECTOR ENGINEERING <br />