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DocuSign Envelope ID: 5953A008-AD2B-44CB-A263-6A20DCB735DF <br />1st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <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 />2x6 <br />2x8 <br />_ <br />2x10 <br />2x12 <br />12" <br />15'-5" <br />19'-11" <br />23'-9" <br />26'4" <br />16" <br />13'4" <br />17'4" <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. LUMBER SIZE <br />SPACING <br />2x4 2x6 2x8 2x10 <br />12" 12'-5" 19'-6" 25'-8" 26-0" <br />16 11'-3" 17'-8" 23'4" 26'4" <br />24" 9'-10" 15'-6" 20'-V 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 />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 Y4' 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) ''Y." x 4 1/2" LONG #14 WOOD SCREWS <br />PT 2x8............... .................... (5)'W x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4-Y2' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4-Y2' 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 />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />STAGGERED <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />O <br />O <br />N <br />N <br />O <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />z <br />O <br />Cn <br />Y <br />O <br />O <br />W <br />F_— <br />U) <br />J <br />m <br />W <br />U <br />U <br />z <br />W <br />0 <br />W <br />x <br />O <br />O <br />O <br />d7 <br />ti <br />z <br />U) <br />W <br />G7 <br />m <br />W <br />W <br />z <br />z <br />W <br />0 <br />0 <br />LL <br />O <br />H <br />O <br />Q_ <br />Of <br />U <br />0 <br />O <br />J <br />LL <br />U <br />z <br />} <br />O <br />.J <br />z <br />7- <br />0 <br />w <br />x <br />W <br />a- <br />x <br />m <br />W <br />U <br />O <br />H <br />LL <br />U) <br />} <br />C� <br />0 <br />O <br />z <br />U <br />W <br />H <br />x <br />W <br />a- <br />E <br />r ° <br />U <br />O <br />O <br />APEX <br />tds <br />s2 <br />4- <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Cn <br />07 <br />C <br />ry <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 />nd 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 />OW <br />W _ U) <br />Q <br />> <br />O <br />_¢ <br />W <br />J <br />W <br />0 <br />W <br />W <br />W <br />x <br />Q <br />LLX <br />z <br />O <br />0 <br />H <br />z <br />X <br />a <br />LI_ <br />W <br />Abbott Park J <br />U <br />LOT 028-02 0 <br />I— <br />z <br />U) <br />PROJECT NO: W <br />2021.009237 0 <br />U_ <br />O <br />DRAWN: - - - <br />JAR 11-01 <br />O <br />CHKD: U') <br />MJP <br />W <br />J <br />U <br />LA/y�� ,� cn <br />���� �.• 00 <br />�\ C•E A/S �. •.9 �i Z_ <br />No 85166 'S <br />:• Digned by: ocuS•: * " <br />J. <br />3F4671[7A�DE �4'3(�� V) <br />���rrrii Ai 0 Q� <br />08-03-2021 p <br />W <br />REVISIONS: <br />No. Description Date <br />W <br />J <br />U <br />_ H <br />O <br />z <br />O <br />CMU/METAL CONNECTOR ENGINEERING <br />