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_ ­15MR fi • 7." .r,.1, - Imo, f1 VgR.4" <br />)ocuSign Envelope ID. DA73B1BA-65B2-464F-BFE6-D80C1D19D49B <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 />j RAFTER SPAN SCHEDULE <br />O.C. -- ---- - -- LUMBER SIZE <br />SPACING <br />2x6 2x8 2x10 2x12 <br />12" 15'-5" 19'-11" 23'-9" 26'4" <br />16" 13'4" 17'4" 20'-7" 22'4" <br />24" 10'-11" 14'-1" 16-10" 19'4" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />SPACING <br />2x4 2x6 2x8 2x10 <br />12" 12'-5" 19'-6" 25-8" 26-0" <br />16" 11'4' 17'-8" 23'4" 26-0" <br />24" 9'-10" 15'-6" 20'-1" 23'-11" <br />10 L.L./5 D.L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />I <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />- <br />j 2. TYPICAL BEARING BLOCK <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />■ ■ <br />■ <br />■ ■ <br />- - - <br />MATCH DIMENSION OF TRUSS MEMBER. <br />- <br />! • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />__.• <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />■ j <br />I <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 />„ <br />` <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />M <br />w/ FASTENING SHOWN BELOW <br />;/ <br />ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />■ <br />LOCATIONS ON PLAN <br />- <br />- - - <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />\' <br />-- <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 />i <br />2x8...................................(6) 12d COMMON <br />-- <br />2x10.................................(8) 12d COMMON <br />_ <br />- <br />2x12.................................(10) 12d COMMON <br />? <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED <br />! <br />PT 2x10.....(2) ROWS Y4" PJ @ 8" O.C. STAGGERED <br />— <br />■ <br />i <br />PT 2x12.__(2) ROWS Y4" 0 @ 6" O.C. STAGGERED <br />L <br />(2) META12 OR ---'FLOOR <br />FRAMING LEDGER TO WOOD (W/ NAILS): <br />(2) HTSM20 5 <br />�J <br />2x6 ............................(3) 16d COMMON <br />2x8................................. (5) 16d COMMON <br />x .......(7) 16d COMMON <br />2x12 (9) 16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />PT 2x6................................... 3 '/:' x 4 '/2" LONG #14 WOOD SCREWS <br />- - <br />PT 2x8...................................(5) '/:' x 4 %" LONG #14 WOOD SCREWS <br />P T 2x10...............................(7) '/4" x 4 ''/z" LONG #14 WOOD SCREWS <br />i <br />PT 2x12............ ...................(9) ''Y4" x 4-%" LONG #14 WOOD SCREWS <br />y <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE <br />i <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />1 <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />oil <br />- <br />.._..... <br />" <br />5 IF USING 2) HTWM20 INSTALL 1 STRAP ON EACH FACE OF <br />( ( ) <br />\. <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT <br />■ <br />j <br />PERMITTED AT THIS LOCATION <br />- - <br />, <br />� <br />- <br />I <br />in <br />I <br />N i <br />i <br />- - <br />j ,/ <br />I <br />_ <br />- <br />....... <br />%r i <br />- <br />... <br />1 st LEVEL FRAMING PLAN <br />1/4" = 1'4" WHEN PRINTED ON 22"04" <br />U <br />0 <br />co <br />rn <br />0 <br />N <br />u7 <br />ti <br />O <br />G7 <br />W <br />Z_ <br />L7 <br />m <br />W <br />W <br />z_ <br />0 <br />z <br />W <br />O <br />J <br />LL <br />z <br />O <br />qH <br />L� <br />d <br />O <br />U <br />O <br />J <br />LL <br />U <br />z <br />} <br />0 <br />O <br />J <br />z <br />U <br />W <br />I- <br />W <br />a <br />X <br />m <br />W <br />O <br />W <br />Q <br />G7 <br />O <br />LL <br />0 <br />Z <br />U <br />W <br />I- <br />X <br />W <br />a <br />Q <br />APEX <br />-C <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <br />ti <br />X <br />O <br />0 <br />W <br />H <br />z <br />Abbott Park <br />a. <br />LL <br />LOT 007-03 J <br />U <br />U) <br />0 <br />W <br />PROJECT NO: I- <br />2021.003509 - z <br />DRAWN: <br />LDG Q <br />CHKD: LL <br />MJP O <br />O <br />LO <br />'►r������ U)JSJ tN LqN,� J <br />`�� �•.-` C•E N S�.9 �� Q <br />Z <br />W <br />' to%46%_r,EF435ION M_ <br />.. <br />03-23-2021 O <br />z <br />REVISIONS: <br />No. Description Date C1 <br />- W <br />U) <br />W <br />2 <br />W <br />J <br />Q <br />U) <br />O <br />ST=3A O <br />CMUIMETAL CONNECTOR ENGINEERING <br />