Laserfiche WebLink
)ocuSign Envelope ID: FC94054D-7E43-4269-B70C-400359B309DD <br />TRUSS FRAMING GENERAL NOTES <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 />U <br />0 <br />ci <br />rn <br />0 <br />N <br />• <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. I Op <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />N <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />0000 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />) <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 />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />`— <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />ccV <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />-J <br />L. <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />O.C. <br />� -SPACING <br />12" <br />161, <br />I <br />24" <br />O.C. <br />12" -_ <br />16" <br />W <br />RAFTER SPAN SCHEDULE <br />—I <br />LUMBER SIZE <br />5; <br />Z <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />O <br />15-5" <br />19'-111, — <br />23'-9" <br />26-0" <br />Y <br />13'-4" <br />17'-3" <br />20'-7" <br />22'-0" <br />U <br />Q <br />10'-11" <br />14'-1" <br />16-10" <br />19'-9" <br />20 <br />L.L115 D.L. #2 SYP <br />O <br />O <br />CEILING JOIST SPAN SCHEDULE <br />T11 <br />- -- <br />w <br />LUMBER SIZE <br />(-- <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />12'-5" <br />19'-6" <br />25'4" <br />26-0" <br />11'-3" <br />1 T-8" <br />23'4" <br />26-0" <br />J <br />24" 9'-10" 15'-6" 20'-1" 23'-11" <br />10 L.L./5 D.L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />00 <br />w <br />a <br />d <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />} <br />U <br />2. TYPICAL BEARING BLOCK <br />Z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />w <br />MATCH DIMENSION OF TRUSS MEMBER. <br />W <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />IY <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES <br />O <br />d') <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />lrl� <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />qq* <br />(MAX 24" O.C. SPACING). OR <br />r <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />Z <br />LOCATIONS ON PLAN <br />0 <br />U) <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />w <br />PROTECTION AGAINST CORROSION <br />Z <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />Cn <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 />w <br />2x6...................................(4) 12d COMMON <br />w <br />2x8...................................(6) 12d COMMON <br />Z <br />2x10.................................(8) 12d COMMON <br />0 <br />2x12............. .................... .(10) 12d COMMON <br />z <br />w <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />Q <br />0 <br />PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />IY <br />PT 200 ....(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />0 <br />PT 2x12....(2) ROWS %4" 0 @ 6" O.C. STAGGERED <br />LL <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />z <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 />a <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />O <br />PT 2x6........ ........................... (3)'/:' x 4-'/z" LONG #14 WOOD SCREWS <br />V <br />PT 2x8...................................(5) W x 4 '/2" LONG #14 WOOD SCREWS <br />Q <br />PT 2x10.................................(7) W x 4-Y2' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) Y4" x 4-'/2' LONG #14 WOOD SCREWS <br />0 <br />J <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />LL <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF <br />U <br />Z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />>- <br />O <br />J <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 />z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />U <br />w <br />I— <br />x <br />w <br />Q <br />x <br />m <br />w <br />z <br />0 <br />w <br />Q <br />O <br />I= <br />P <br />LL <br />Q <br />U) <br />O <br />J <br />O <br />Z <br />2 <br />U <br />w <br />x <br />ILL! <br />(L <br />APEX <br />it <br />t S -6 <br />1a <br />_c <br />true design studios ?(D <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />1;m <br />W <br />LL <br />J <br />O <br />U)LIJ <br />a <br />�-- <br />2 <br />ao <br />W <br />0 <br />w w <br />LLI <br />ti <br />Q <br />LL <br />� <br />O <br />0 <br />w <br />_z <br />a <br />LL <br />Abbott Park <br />w <br />-' <br />Q <br />LOT 004-03 <br />0 <br />w <br />Z <br />(9 <br />PROJECT NO: <br />w <br />2021.003498 <br />LL <br />- <br />O <br />DRAWN: <br />LDG <br />o <br />CHKD: <br />lii <br />MJP <br />U) <br />w <br />J <br />Q <br />U <br />��11111/ii�� <br />j- N LA/V ,o. <br />U) <br />cn <br />• Omc�Sigged'�y % <br />_Z <br />� <br />4 - <br />0*tl •• �`� <br />�435... <br />Ca <br />z <br />,, s ....... % <br />.,�1S `0 N A' ; �0% <br />Q <br />03-23-2021 <br />p <br />w <br />REVISIONS: <br />No. Description Date <br />w <br />J <br />Q <br />— <br />O <br />Z <br />O <br />0 <br />ST=3A <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />