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DocuSign Envelope ID: B32112A2-C6C1-4AA9-8481-8116560E8B4A <br />1st LEVEL FRAMING PLAN <br />1/4" = 1'4' WHEN PRINTED ON 22"x34" <br />TRUSS FRAMING GENERAL NOTES <br />12 <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />> <br />BY BUILDER <br />0 <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 />ALL RID E <br />O <br />O <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />N <br />LO <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />000 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />4 <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MINI <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 />cV <br />co <br />• G BOARDS TO BE 2x8 N0.2 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 />26-0" <br />16" <br />13'-4" <br />17'-3" <br />20'-7" <br />22'-0" <br />24" <br />10'-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 />--- - <br />LUMBER SIZE <br />SPACING <br />- <br />4 <br />2x6 <br />2x8 <br />� <br />12" <br />12X 5" <br />---196" <br />17'4" <br />25' 8" <br />2610" <br />16" <br />11'-3" <br />23'-4" <br />24" <br />9'-10" <br />15'-6" <br />20'-V <br />23'-11" <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />f) <br />Y <br />Q <br />O <br />O <br />T_ <br />W <br />H <br />G7 <br />J <br />m <br />10 <br />L.L./5 D.L. #2 SYP <br />W <br />TRUSS FRAMING KEY NOTES <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />C1 <br />U) <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <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 />CD <br />W <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />Of <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />O <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />' <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />'WIT <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 />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 />U) <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 />2x12.................................(10) 12d COMMON <br />Z <br />W <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />Q <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 />O <br />J <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 />0 <br />ry <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />O <br />PT 2x6...................................(3) 'W x 4 %" LONG #14 WOOD SCREWS <br />U <br />PT 2x8...................................(5) W x 4 '/V LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4-%" LONG #14 WOOD SCREWS <br />Q <br />PT 2x12.................................(9) W x 4-Y2' LONG #14 WOOD SCREWS <br />of <br />O <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM <br />J <br />LL <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <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 />i <br />STAGGERED <br />Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />= <br />U <br />W <br />X <br />W <br />0- <br />Q <br />X <br />m <br />0 <br />Z <br />O <br />W <br />Q <br />U) <br />D <br />O <br />H <br />U <br />LL <br />Q <br />U) <br />0 <br />O <br />z <br />2 <br />U <br />W <br />I— <br />X <br />W <br />0- <br />PROJECT NO: <br />DRAWN: <br />CHKD: <br />E <br />O <br />00 <br />0 <br />APEX s <br />U <br />M <br />t S 4— <br />true design studies � <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />70 <br />011HOMN <br />U) <br />\ as $ +� <br />.> <br />f a <br />r <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 /><n any electronic copy v <br />Q W <br />J z � <br />W <br />LLJ O U <br />Q <br />Q O <br />m 0-000" o Q <br />W o <br />W LU <br />x <br />LL <br />Q z Z <br />O <br />0 <br />W <br />I— <br />Z <br />W <br />LL <br />W <br />J <br />U <br />07 <br />0 <br />W <br />Z <br />W <br />0 <br />O <br />0 <br />O <br />L0 <br />U) <br />W <br />� J <br />Q <br />U <br />U) <br />U) <br />z <br />r_ <br />* <br />U) <br />z_ <br />Q <br />0 <br />W <br />U) <br />W <br />2 <br />I— <br />W <br />J <br />Q <br />— U) <br />H <br />�O <br />Z <br />Q <br />Abbott Park <br />LOT 024-02 <br />2021.009234 <br />JAR <br />MJP <br />LA <br />No 85166 <br />* ; DocuSigned by: <br />O�'. P4�71LQEDEF43� <br />•,�� F O R <br />liii{{ <br />08-03-2021 <br />REVISIONS: <br />No. � Description Date <br />ST=3A <br />CMU/METAL CONNECTOR ENGINEERING <br />