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(2) HTWM20, NOTE 5 <br />1st LEVEL ROOF & FLOOR FRAMING PLAN <br />1/4" =1'-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 />O.C. <br />LUMBER SIZE <br />SPACING <br />�— <br />12" <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />15'-5" <br />19'-11" <br />23'-9" <br />26'-0" <br />16" <br />13'-4" <br />17'-3" <br />20'-7" <br />22'4" <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 />LUMBER SIZE <br />SPACING <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />12" <br />12'-5" <br />19'4" <br />25'-8" <br />26'-0" <br />16" <br />11'-3" <br />17'-8" <br />23'4" <br />26'4" <br />24" <br />9'-10" <br />15'-6" <br />20'-1" <br />23'-11" <br />10 <br />L.L./5 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 Y4' 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) W x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) W x 4-'/2' LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4 ''/z" LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />b <br />s <br />O <br />O <br />N <br />LO <br />N <br />O <br />O <br />W <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J_ <br />Z <br />O <br />07 <br />Y <br />U <br />Q <br />O <br />O <br />rm- <br />ci <br />J <br />m <br />W <br />w <br />Q <br />07 <br />} <br />Z <br />W <br />C� <br />W <br />w <br />O <br />O <br />O <br />O <br />ti <br />u7 <br />ti <br />Z <br />G7 <br />G7 <br />W <br />m <br />W <br />W <br />0 <br />W <br />0 <br />LL <br />Z <br />O <br />F— <br />O <br />O <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />Z <br />} <br />0 <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />OJ <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />O <br />STAGGERED <br />= <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />U <br />w <br />F— <br />X <br />w <br />D_ <br />Q <br />m <br />w <br />O <br />W <br />Q <br />O <br />U <br />LL <br />Q <br />O <br />J <br />Z <br />2 <br />U <br />w <br />F— <br />X <br />W <br />APEX <br />^0 <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />p� <br />Abbott Park <br />LOT 002-01-A <br />PROJECT NO: <br />2019.007594 <br />DRAWN: <br />LDG <br />CHKD <br />EAF <br />,` 01111111111114 <br />Ns <br />� <br />00 <br />•• � <br />85 6 <br />S T E CO F 11J <br />09-1 d-19 <br />REVISIONS: <br />No. Description Date <br />ST=3A <br />F* <br />W <br />ti <br />X <br />O <br />W <br />F— <br />a <br />LL <br />W <br />J <br />Q <br />U <br />0 <br />W <br />F— <br />Q <br />Z <br />(9 <br />U) <br />w <br />0 <br />LL <br />O <br />0 <br />O <br />L0 <br />U) <br />Ill <br />J <br />Q <br />U) <br />>_Z <br />0 <br />Z <br />0 <br />w <br />U) <br />W <br />2 <br />F_ <br />J <br />Q <br />Z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />