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_1 _st i"EL RO O F FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />TRUSS FRAMING GENERAL NOTES <br />im <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />1 o <br />__ ._.---- --- <br />1 M <br />> <br />. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER <br />r <br />N <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 />i <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. LUMBER SIZE <br />.SPACING <br />2x6 2x8 2x10 2xl2 <br />12" 15-5" 19'-11" 23'4" 26'4" <br />16" 13'4" IT-3" 20'-7" 22'-0" <br />24" 10'-11" 14'-1" 16-10" 19'-9" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />- - ----- — — --- <br />SPACING LUMBER SIZE <br />2x4 2x6 2x8 2xl0 <br />12" 12'-5" 19'-6" 25'-8" 26-0" <br />i <br />16" 11'-3" 17 8" 23'4" 26'4" <br />24" 9'-10" 15'-6" 20'-l" 2T-11" <br />10 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 I RUSS 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.0 SPACING). OR <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />wl 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 />I, <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 202 ....(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) Y:' x 4 M!" LONG #14 WOOD SCREWS <br />PT 2x8............. ................ .... (5)'/:' x 4-'/7' LONG #14 WOOD SCREWS <br />PT 200..................... ..........(7) 'W x 4-%" LONG #14 WOOD SCREWS <br />PT 2x12..............................(9) %" x 4 %" 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) HIWM20 ON SAME SIDE OF WALL IS NOT <br />PERMITI ED 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 />N <br />O <br />14, <br />O <br />i <br />N <br />N <br />m <br />J <br />LL <br />W <br />J <br />J <br />z <br />0 <br />Y <br />Q <br />O <br />O <br />W <br />H <br />0 <br />07 <br />J <br />m <br />w <br />C� <br />U) <br />z <br />W <br />(D <br />W <br />O <br />O <br />O <br />O <br />i <br />ti <br />O <br />z <br />U) <br />W <br />m <br />W <br />W <br />(D <br />W <br />0 <br />O <br />J <br />LL <br />O <br />H <br />O <br />d <br />O <br />U <br />Q <br />D <br />O <br />J <br />LL <br />Q <br />U <br />z <br />0 <br />O <br />J <br />z <br />U <br />w <br />x <br />w <br />d <br />XQ <br />Q <br />} <br />C7 <br />O <br />_I <br />z <br />U <br />w <br />H <br />x <br />W <br />CL <br />APEX <br />tds <br />Q <br />.;j <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tm <br />Q <br />W <br />J <br />O <br />Uj <br />cis <br />0 <br />a <br />o <br />Q <br />W <br />Q <br />D <br />W <br />WW � <br />W <br />x <br />Q <br />LL <br />� <br />O <br />D <br />W <br />H <br />z <br />w <br />d <br />LL <br />W <br />Abbott Park -' <br />Q <br />U <br />_ <br />Cl) <br />LOT 001-02-A <br />D <br />-- <br />w <br />z <br />PROJECT NO: <br />W <br />D <br />2020.001718 <br />LL <br />-- --- - -- -- <br />O <br />DRAWN: <br />KG <br />o <br />CHKD: <br />u7 <br />EAF <br />w <br />J <br />Q <br />U <br />U <br />z_ <br />D <br />co <br />z <br />02-25-2020 <br />w <br />REVISIONS: <br />Ill <br />No. Description Date <br />w <br />w <br />-- <br />J <br />U <br />Cn <br />H <br />O <br />z <br />D <br />ST=3A <br />f`IIAI Ifl1APTAl MKIMPrTnO Mr.l U99:R1Mr. <br />