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M � 5 '� �M�•1T'-J114.i ti�}��.1 ��� 'tilT'~�" IfM�.' 'pl i1 1 i'1�ti�r,. <br />DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <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 />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 />LUMBER SIZE <br />SPACING <br />--- SPACING <br />- - -- <br />- - - <br />2x6 <br />2x8 2x10 2x12 <br />19'-11" 23'-9" 26'-0" <br />12" <br />16-5" <br />16" 13'A" <br />17'-3" 20'-7" 22'-0" <br />24" 10'-11" <br />14'-1" 16-10" 19'-9" <br />20 <br />L.L./15 D.L. #2 SYP <br />CEILING <br />JOIST SPAN SCHEDULE <br />O.C_ <br />LUMBER SIZE <br />2x4 2x6 2x8 2x10 <br />12" 12'-5" 19'-6" 25'4" 26-0- <br />16" 11'-3" 17'4" 23'4" 26-0" <br />24" 9'-10" 15'-6" 20'-1" 23'-11" <br />10 L.L15 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" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(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) <br />W x 4 '/i' LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) <br />W x 4 '/z" LONG #14 WOOD SCREWS <br />PT 2x10. ................................ <br />(7) W x 4-1/V LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) <br />%" x 4 %" 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 />6. ANGLE & LATERAL BRACES MAY BE OMITTED <br />PROVIDED GABLE TRUSS IS ANCHORED TO <br />MASONRY W/ META12 OR GREATER @ MAX 24" O.C. <br />U <br />0 <br />�-i <br />rn <br />N <br />0 <br />ti <br />0 <br />W <br />07 <br />W <br />z_ <br />U) <br />m <br />Of <br />W <br />z <br />0 <br />z <br />W <br />_0 <br />O <br />J <br />LL <br />z <br />0 <br />H <br />0 <br />d <br />It <br />U <br />0 <br />J <br />LL <br />Q <br />U <br />z <br />0 <br />0 <br />J <br />0 <br />z <br />U <br />W <br />F_ <br />W <br />a <br />X <br />Q <br />m <br />W <br />z <br />0 <br />W <br />Q <br />U) <br />_O <br />H <br />H <br />U_ <br />LL <br />Q <br />0 <br />O <br />J <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />a <br />Q <br />E <br />O <br />APEX O <br />1 <br />Rf <br />t d <br />Q <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <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 />nd the signature must be verified <br />a 3rd Party Certificate Authority <br />.Jby <br />any electronic copyWn <br />LU <br />Q <br />— <br />Z� <br />LU <br />a <br />0 <br />- <br />U) <br />J <br />QO <br />LV <br />Q <br />J <br />W <br />ti <br />X <br />0 <br />W <br />I— <br />z <br />Abbott Park W <br />CL <br />LL <br />LOT 027-03-1 B W <br />Q <br />U <br />W <br />PROJECT NO: <br />2021.012596 z <br />DRAWN: <br />CD W <br />0 <br />CHKD: MJP <br />ILL <br />0 <br />O <br />O <br />u7 <br />LIJ <br />Q <br />U <br />No 85166 <br />w <br />Doe*Slgned by: Ur <br />rw�1 • �Y- <br />:� STATE OF : �Z <br />O • 3F4671DACDEF435. <br />. S ......•• <br />11-01-2021 0 <br />z <br />REVISIONS: <br />No. Description Date <br />W <br />W <br />Q <br />-- U <br />U <br />0 <br />ST=3A z <br />0 <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />