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:)cuSign Envelope ID: 397A79BA-2751-4360-93B9-F35DE91D43F4 <br />1st LEVEL ROOF 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 />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 Q.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'-6" <br />25'-8" <br />26-0" <br />16" <br />11'-3" <br />17'-8" <br />2T-4" <br />26-0" <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) Y4' x 4-%" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) Y4' x 4-'/2' LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4-W LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W 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 />O <br />O <br />CV <br />LO <br />N <br />00 <br />0 <br />(14 <br />N <br />M <br />J <br />LL <br />W <br />J <br />J_ <br />z <br />0 <br />U) <br />Y <br />U <br />¢ <br />0 <br />O <br />T_ <br />W <br />F-- <br />J <br />m <br />W <br />ry <br />U) <br />} <br />U <br />z <br />W <br />W <br />O <br />O <br />O <br />rn <br />I` <br />d' <br />LO <br />I` <br />0 <br />z <br />U) <br />U) <br />W <br />U) <br />m <br />W <br />W <br />(D <br />W <br />0 <br />O <br />J <br />LL <br />z <br />0 <br />O <br />a. <br />LL <br />O <br />U <br />0 <br />O <br />J <br />LL <br />U <br />z <br />} <br />(D <br />6. ANGLE & LATERAL BRACES MAY BE OMITTED Q <br />J <br />PROVIDED GABLE TRUSS IS ANCHORED TO O <br />MASONRY W/ META12 OR GREATER @ MAX 24" O.C. _ <br />U <br />W <br />F- <br />X <br />W <br />n <br />X <br />7) <br />m <br />2z <br />J <br />O <br />¢ <br />z <br />U) <br />Z) <br />O <br />i= <br />U <br />ILL <br />U) <br />} <br />C� <br />O <br />J <br />0 <br />z <br />2 <br />U <br />W <br />H <br />X <br />W <br />0- <br />CMUIMETAL CONNECTOR ENGINEERING <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />6200 LEE VISTA BLVD, STE 400 <br />ORLANDO, FL 32822 <br />P: 407-850-5200 <br />WLu <br />U) <br />Z w <br />0 O u) <br />�- � j O <br />N� w � <br />J W <br />.� W ry <br />r � <br />°igned and s;3..led by Justin iti .....!SriC. <br />x: On the date and/it t'imte s<r <br />siri a + itii s'i:ii c3,i7 e'F'.. <br />P, l iten conicts O? fl1i:> r_'.o;-il?71e. nt. ate <br />" <br />and tre signalum. n-us" be verMe.d <br />PROJECT NO: <br />DRAWN: <br />Abbott Park <br />LOT 031-03 <br />2021.009239 <br />CD <br />CHKD: <br />MJP <br />J G•E 1V S • R �i <br />NO 85166 <br />� r <br />DocuSigned by: <br />nv <br />�' . 4'�'rtDA�435._.�� <br />+► <br />0 0 <br />j '•. Al .� <br />,,T .� OR�OP• <br />1111i <br />07-29-2021 <br />REVISIONS: <br />No. Description Date <br />ST=3A <br />