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0 <br />1st IEVEL RO OF FRAMING PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />TRUSS FRAMING GENERAL NOTES 2 <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES vo <br />DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER o E <br />UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, 0 <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING O <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. O O <br />cr <br />04 <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR APEX <br />-c <br />TRUSS LABELS &DIMENSIONS ' <br />04 <br />OVERFRAMING NOTES 000 N <br />ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. O (D <br />ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O cl <br />FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d Rf <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. N <br />ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. c") <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _j <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL <br />LU <br />RAFTER SPAN SCHEDULE -j tds N <br />O.C. - - - LUMBER SIZE - - - -- true design studios <br />SPACING _ Z <br />2x6 2x8 2x10 2x12 O <br />12" 15'-5" 19'-11" 23'-9" 26-0" U) <br />- - --- ---- -- - -- Y 9000 REGENCY SQUARE BLVD. N <br />16" 13'-4" I 17'-3" 20'-7" 22'-0" UQ SUITE 100, JACKSONVILLE, F32211 _ O <br />CO) <br />24" 10'-11" 14'-1" 16'-10" 19'4" O <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE r <br />O.C. <br />SPACING LUMBER SIZE <br />— 04HOH090N, <br />N <br />(U <br />2x4 2x6 2x8 2x10 U)� <br />- - 12 - 12'-5" "- 19 -6 25'-8" 26'-0" <br />16" 11'-Y 17'-8" 23'4' 264" J • % <br />-- -- - — i� <br />-24 9'-10" 15'-6 - 20'-1" 23'-11" co <br />r-_"- W <br />- - <br />10 L.L./5 D.L. #2 SYP <br />�. <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN �f <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } N <br />2. TYPICAL BEARING BLOCK Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO W <br />MATCH DIMENSION OF TRUSS MEMBER. <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS W <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <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 ci <br />Z vJ <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED w <br />LOCATIONS ON PLAN U) <br />SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER U) n/ <br />PROTECTION AGAINST CORROSION Z L...�L <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL z w <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LLJ O „ w <br />LEDGERS ARE FOR INTERIOR USE ONLY. m (J, <br />ROOF FRAMING LEDGER TO WOOD: w <br />2x6.............. .....(4) 12d COMMON W Q <br />2x8...................................(6) 12d COMMON Z_ < O <br />2x10.................................(8) 12d COMMON CD > Q <br />2x12.................................(10) 12d COMMON Z M w 0 — <br />W W o <br />w , <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q Q J W <br />PT 2x6.......(2) ROWS %4' 0 @ 24" O.C. STAGGERED 0 - <br />PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED of <br />PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED 0 X <br />i - <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LL LL � <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 0 Z <br />2x6...................................(3) 16d COMMON i-- <br />2x8..................................(5) 16d COMMON < <br />cl <br />2x10.................................(7) 16d COMMON ix <br />LU <br />it 202.................................(9) 16d COMMON a Z . <br />j FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O d <br />PT 2x6................................... (3)'W x 4-'/i' LONG #14 WOOD SCREWS V W <br />PT 2x8...................................(5) 'W x 4-'/2' LONG #14 WOOD SCREWS Q <br />PT 2x10........... ...................... (7)'/;' x 4 '/�" LONG #14 WOOD SCREWS Abbot Park _ I <br />PT 2x12.................................(9) ''/;' x 4 '/2" LONG #14 WOOD SCREWS O U <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE U G7 <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS ¢ LOT 046-03 W <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF Z Z . <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT — U► <br />PERMITTED AT THIS LOCATION U <br />-- O PROJECT NO: w <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. 2020.003566 LL ; <br />STAGGERED Z -- - O <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U DRAWN: JTM O <br />w" CHKD: U-)f <br />EAF <br />X . <br />w w <br />m J <br />Q U <br />Q%I LA <br />Qp �.` �, �� G N S . •• ,,� Z <br />W <br />0 66 <br />Z ' *� �� • <br />ST E OF : 441 ` <br />RI z <br />Z i,���S �p NM_ ti �0% S . <br />� QQ <br />0 04-30-2020 O <br />I= w <br />v REVISIONS: <br />- - <br />No. Description Date w <br />U) J <br />� U <br />CD -- - - <br />O f- <br />= O <br />U 0 <br />w <br />H <br />X <br />W ST=3A <br />a <br />CIA METAL CONNECTOR ENGINEERING¢ <br />