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3ocuSign Envelope ID: FF938094-F8E1-45F2-845F-29196AA35ECF <br />1 st 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 />I� <br />0 <br />{M <br />E <br />cv O <br />O <br />O O <br />IUD 0 <br />APEX <br />0 <br />O N <br />O <br />t>3 <br />N <br />cc :zz <br />J <br />LL <br />W <br />J tds i_� <br />J N <br />true design studios <br />Z <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />cn <br />10 UK/HI- I J I UFFINU H I FLUUK I KUJJtb I U tit NKUVIUtU <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 />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 />10'-11" <br />14'-1" <br />1 16-10" <br />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 2x8 <br />2x10 <br />-12" <br />12'-5" <br />19'-6" <br />25-8" <br />26-0" <br />16" <br />1 T-3" <br />17'-8" <br />23'-4" <br />26 4' <br />24' <br />9'-10" <br />15-6" <br />20'-V <br />23'-11" <br />10 <br />L.L./5 D.L. #2 SYP <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 Y4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />j 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 (WI SCREWS): <br />PT 2x6...................................(3) 'W x 4-%" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) W x 4-'/2' LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4 '/i' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) 'W x 4 W LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />o �I <br />O <br />W <br />cn! <br />DsHOMN' <br />>� <br />J <br />m� <br />W 1 <br />Q r <br />0 <br />C <br />U <br />Z <br />W <br />0 <br />W <br />T_ <br />O <br />O <br />O <br />I <br />ti <br />U-) <br />ti <br />O Q Z WQ_ <br />U) <br />W <br />W J z LU <br />Uj O c� <br />m <br />w QW <br />w Z Q O <br />U > Q Q <br />Z m LU <br />W W <br />Lij <br />o a J w <br />LU ti <br />O 12� <br />LLUL <br />Z Q <br />O Z <br />O <br />Q 0 <br />w W <br />O <br />d Z <br />O a. <br />U U_ <br />Q W <br />Abbott Park Q <br />O U <br />J (n <br />LL LOT 003-03 0 <br />Q W <br />H <br />Z Z <br />PROJECT NO: W <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D 0 0 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O 2021.003493 LL <br />STAGGERED Z DRAWN: O <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U LDG o <br />CHKD: LU <br />U-) <br />MJP <br />X <br />W W <br />U <br />Q01111111111111 (/J <br />m �•• , \BENS •9 z <br />• �F <br />No 85166 <br />W <br />Z <br />*: :� <br />� � Q� <br />�'.• STATE OF :•44/� <br />LU (n <br />(D <br />Q �O��S'�� 0 R P G\��`, Z <br />N A` 1�, <br />O 03-23-2021 Q <br />I= W <br />cn <br />U REVISIONS: <br />U <br />Q No. Description Date W <br />U) J <br />Q <br />O I— <br />J O <br />O Z <br />= O <br />U � <br />W <br />I— <br />X <br />ST=3A <br />i1 <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />