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.j <br />• <br />1st LEVEL ROOF FRAMING PLAN <br />1/4" = 1'4- 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. LUMBER SIZE <br />SPACING <br />--- <br />Y 2x6 <br />__ <br />2x8 <br />i 2x10 <br />2x12 <br />12" <br />15'-5" <br />19'-11" <br />1 23 -9 <br />26 4' <br />16" <br />13'-4" <br />IT-3" <br />i 20'-7" <br />22'4" <br />— <br />24" <br />10'-111,- <br />-+ <br />14'-l" <br />I 16'-10" <br />20 L.L115 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />SPACING <br />2x4 2x6 2x8 2x10 <br />..... .._...... --- .... ....... ._... ._ .......... _...... _ <br />12" 12 5" 19 -6" 258" 26-0" <br />16" 11'-3" 17'-8" 23'4" 26'-0" <br />.................. .... — <br />24 9 10 16-6" 20'-l" 1 23 11" <br />— ....... _ _....... _ _ _._.....__— _ _L___ _ _ _—_..._._ .._ <br />10 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 FRAMINGITRUSS 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 />24 ...................................(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 Y4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />PT 2xl2.....(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) %' x 4-%d' LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) %" x 4-%2' LONG #14 WOOD SCREWS <br />PT 2xl0.................................(7) W x 4'/z' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) %:' x 4-'/2' 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 />Y <br />0 <br />M <br />rn <br />0 <br />N <br />O <br />O <br />CV <br />u7 <br />T" <br />CV <br />00 <br />O <br />CF) <br />fV <br />CV <br />J <br />LL <br />W <br />J <br />J <br />z <br />O <br />CA <br />Y <br />Q <br />O <br />O <br />t- <br />W <br />H <br />J <br />m <br />W <br />0 <br />U <br />U) <br />l- <br />z <br />w <br />0 <br />w <br />w <br />O <br />O <br />O <br />C� <br />r- <br />L0 <br />ti <br />z <br />co <br />W <br />W <br />m <br />w <br />W <br />(D <br />w <br />0 <br />U_ <br />O <br />F-- <br />O <br />a <br />O <br />U <br />Q <br />O <br />J <br />LL <br />d <br />U <br />z <br />C� <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D _ <br />O <br />' i <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />STAGGERED <br />z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />U <br />w <br />I-..-, <br />x <br />w <br />a <br />Q <br />m <br />W <br />O <br />Lu <br />Q <br />z <br />O <br />1-- <br />LL <br />U) <br />Q <br />z <br />U <br />W <br />1— <br />x <br />W <br />a. <br />APEX <br />Ca <br />Q. <br />L <br />tds -0 <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />041HOMON' <br />.t� <br />LU <br />N <br />Z Uj <br />O w <br />W 0 w <br />Q <br /><C O <br />W <br />W <br />0 <br />Q <br />a <br />� <br />� <br />W <br />� <br />Q <br />W <br />W <br />ti <br />x <br />Q <br />LL <br />z <br />O <br />0 <br />W <br />F-- <br />z <br />LL <br />w <br />Abbott Park -' <br />Q <br />U <br />LOT 048-03-A C� <br />W <br />.... ....... -- <br />Z <br />(D <br />U) <br />PROJECT NO: <br />W <br />2019.007598 <br />LL <br />.................................................... <br />O <br />DRAWN: <br />CRD <br />0 <br />..__ <br />-----....._...._._..............._..-.. <br />- <br />CHKD. <br />EAF <br />n <br />w <br />%,LA/Vi u <br />.`% v �N' .... , e�-*• <br />:• fro <br />0 51 <br />+ <br />13 S T E O F <br />cn <br />�0i�4 OR % O 0'.•' � ��� z <br />C� . <br />09/19/2019 p <br />w <br />REVISIONS: <br />No. Description Date <br />w <br />I J <br />N <br />O <br />- — . ............... ......- - _.. z <br />.. <br />O <br />CMUIMETAL CONNECTOR ENGINEERING4 <br />