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DocuSign Envelope ID. 944B87A4-AB83-4B43-886B-F4E305ABCOB7 <br />- i— l II _ I L I I I_-1 <br />1st LEVEL FRAMING PLAN <br />1/4" = 1'4' WHEN PRINTED ON 22"04" <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />o> <br />BY BUILDER <br />o <br />UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, N <br />• ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />C:) <br />O <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />N <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />00 <br />• ALL RAFTERS TO BE MIN 2x6 N0.2 SYP @ 24" O.C. MAX. <br />Ili <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 />N <br />CONNECTOR. <br />N <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />co <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO -j <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL <br />W <br />RAFTER SPAN SCHEDULE <br />-j <br />- <br />J <br />O.C. LUMBER SIZE <br />SPACING _ _ <br />Z <br />2x6 2x8 2x10 <br />2x12 <br />O <br />- - <br />12"- - 15'-5" 19'-11" 23'-9" <br />-- <br />26-0" <br />C/) <br />Y <br />16" <br />IS-4" <br />IT-3" <br />i 1 20'-7" <br />22'-0" <br />Q <br />24" <br />10'-11" <br />14'-1" <br />16-10" <br />19'-9" <br />20 <br />L.L315 D.L. #2 SYP <br />O <br />O <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />W <br />~ <br />SPACING <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />- --- <br />- <br />12" <br />12'-5" <br />19'-6" <br />25-8" <br />26'-0" <br />-- <br />- <br />0 <br />16" <br />11'-3" <br />1 T-8" <br />23'-4" <br />26-0" <br />J <br />_ <br />24" <br />9'-10, <br />15-6" <br />20'-1" <br />23'-11" <br />03 <br />10 L. L /5 D.L. #2 SYP <br />- -- - <br />W <br />elf <br />TRUSS FRAMING KEY NOTES <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />- - - <br />0 <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 />O <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />W <br />Elf <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />O <br />3. LEDGER FRAMING NOTES <br />Cl <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />' <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />Iq <br />(MAX 24" O.C. SPACING), OR <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />O <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />i <br />Z <br />LOCATIONS ON PLAN <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 />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />z <br />U) <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />m <br />ROOF FRAMING LEDGER TO WOOD. <br />tY <br />W <br />2x6...................................(4) 12d COMMON <br />W <br />2x8...................................(6) 12d COMMON <br />Z <br />2x10............... ........... ..... (8) 12d COMMON <br />O <br />2x12.................................(10) 12d COMMON <br />z <br />W <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN) <br />Q <br />PT 2x6 ...._(2) ROWS in" 0 @ 24" O.C. STAGGERED <br />PT 2x8... ... ROWS %4" 0 @ 16" O C. STAGGERED <br />O <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O C STAGGERED <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O C. STAGGERED <br />J <br />LL <br />z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS) <br />O <br />2x6...................................(3) 16d COMMON <br />I- <br />2x8..._ _ ...................(5) 16d COMMON <br />< <br />2x10................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />0 <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />O <br />PT 2x6...................................(3) ''/a' x 4-'/z" LONG #14 WOOD SCREWS <br />U <br />PT 2x8...................................(5) '/+" x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x10.._.............................(7) Y." x 4-'/i' LONG #14 WOOD SCREWS <br />Q <br />PT 2x12.................................(9) '/<" x 4-%" LONG #14 WOOD SCREWS <br />W <br />O <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM <br />LJL <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />_ <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />U <br />Z <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />0 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />O <br />STAGGERED <br />z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />U <br />W <br />x <br />W <br />n <br />Q <br />x <br />Q <br />m <br />0 <br />W <br />z <br />O <br />W <br />Q <br />z <br />O <br />U <br />LL <br />Q <br />U) <br />C� <br />0 <br />O <br />z <br />U <br />W <br />I— <br />X <br />W <br />0- <br />O' <br />U <br />O <br />APEX0 <br />c� <br />cll <br />C2 <br />cis <br />tds <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />- O <br />011ORTON' <br />Za 11 <br />:3i �� \ aa� &h yr' <br />Q <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 /><on any electronic copy v <br />Q W <br />J z � <br />O W <br />W <br />Q <br />O <br />LLJ <br />Q <br />0 <br />J <br />W <br />W <br />X <br />Q <br />LL <br />� <br />z <br />O <br />0 <br />LU <br />— <br />z <br />a. <br />LL <br />W <br />Abbott Park <br />Q <br />U <br />LOT 005-04-1 C <br />0 <br />W <br />H <br />z <br />O <br />U) <br />PROJLCINO <br />LU <br />2021.014963 <br />0 <br />IL <br />O <br />DRAWN. <br />KME <br />8 <br />C H KD: <br />O <br />u7 <br />MJP <br />U) <br />01%J11111111 U) <br />�5� 1N LA U) <br />�,�. 0. <br />�••G�ENS . ., z <br />No 85166 <br />DocuSigned by:'. k Q <br />��• STATE OF '•�✓� <br />3F4671 DAWE' & <br />Q <br />12-30-2021 p <br />W <br />REVISIONS: U) <br />2 <br />No. Description Date ~ <br />LLI <br />J <br />U <br />U) <br />- o <br />z <br />- O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />