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DocuSign Envelope ID: 61C906AD-2612-4E77-A048-6555F7A210C8 <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER c <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, r <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 />26'4" <br />16" <br />13'-4" <br />17-3" <br />20'-7" <br />22'-0" <br />24" <br />1U-11" <br />14'-1" <br />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 <br />2x8 <br />2x10 <br />12" <br />12'-5" <br />19'-6" <br />25-8" <br />26-0" <br />16" <br />11'-3" <br />1T-8" <br />23'4' <br />26-0" <br />24" <br />9'-10" <br />15-6" <br />20'-1" <br />23'-11" <br />10 <br />1-1.15 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'/4" O @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %4" O @ 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) 'W x 4 %q/" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) W x 4-l2" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) Y4' x 4-1/2' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) 'Y/4' x 4-1/2' LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM <br />GABLE 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 <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />O <br />O <br />N <br />LID <br />N <br />00 <br />O <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />z <br />O <br />U) <br />Y <br />U <br />Q <br />O <br />O <br />T_ <br />W <br />H <br />U) <br />J <br />m <br />W <br />IY <br />Q <br />0 <br />U <br />z <br />w <br />(D <br />w <br />O <br />O <br />O <br />Ln <br />ti <br />O <br />U) <br />U) <br />w <br />z_ <br />CD <br />w <br />w <br />z <br />z <br />w <br />0 <br />LL <br />z <br />O <br />W' <br />O <br />W <br />O <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />z <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />O <br />JO <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 />U <br />w <br />X <br />w <br />W <br />Q <br />X <br />Q <br />00 <br />W <br />z <br />O <br />w <br />Q <br />z <br />fn <br />D <br />O <br />LL <br />Q <br />U) <br />O <br />J <br />O <br />U <br />w <br />X <br />w <br />W <br />Q <br />tds <br />rB ,w des r,,`�,' s,t u,, d i .... <br />j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />HORHORION <br />(D <br />s <br />o%"mw o`- ' q o`o ` <br />1°� ` Q° <br />1" <br />e <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />Qon any electronic copy U) <br />LLJ <br />_I z Q� <br />Lu <br />LU O to <br />Q <br />\Q O <br />LLJ/ 0LIJ <br />Q <br />0 _j w <br />W ry <br />X <br />z <br />W <br />I— <br />z <br />n <br />li <br />w <br />Abbott Park Q <br />U <br />U) <br />LOT 00 1 -04-1 C ❑ <br />W <br />F— <br />z <br />0 <br />PROJECT NO: W <br />2021.014968 ❑ <br />LL <br />-- - - O <br />DRAWN'. <br />KME o <br />CHKD LO <br />MJP C/) <br />w <br />J <br />Q <br />U <br />rrrrrt����rc�i U) <br />�. 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