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DocuSign Envelope ID: 2E671803-6B42-4619-8D62-07520608B598 <br />1st LEVEL 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_ o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER o ti O <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, `" U') V <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING r— <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. b O <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR APE 00 <br />TRUSS LABELS & DIMENSIONS U <br />OVERFRAMING NOTES W O <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. z N <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. U) cu <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d m <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT W <br />CONNECTOR. IW <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO z <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. (D <br />z tds RAFTER SPAN SCHEDULE W _;7i <br />- - >>N <br />O.C. Q true design studios LUMBER SIZE <br />SPACING 0 <br />2x6 2x8 200 2x12 O <br />12" 15'-5" 19'-11" 23'-9" 26-0" J <br />9000 REGENCY SQUARE BLVD. N <br />16" 13'-4" 17'-3" 20'-7" 22'-0" SUITE 100, JACKSONVILLE, FL 32211 <br />- — -- - . - z 904.821.5200 p <br />24" 10'-11" 14'-1" 16'-10" 19'-9" O 0 <br />20 L.L./15 D.L. #2 SYP ~ <br />CEILING JOIST SPAN SCHEDULE c:: <br />SPACING LUMBER SIZE — d- 0)2x4 -- — -2x6 --- - — 2x8 - --2x10 O DoRHOMON' N <br />12" 12'-5" 19'-6" 25'-8" 26-0" U <br />16" 11'-3" 17'-8" 23'-4" 26-0" 0 / <br />24" 9'-10" 16-6" 20'-1" 23'-11" W <br />- O <br />10 L.L./5 D.L. #2 SYP J <br />ILL <br />TRUSS FRAMING KEY NOTES Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />U � <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. z >N <br />2. TYPICAL BEARING BLOCK 7 <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO O <br />MATCH DIMENSION OF TRUSS MEMBER. J <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS O <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. z This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />3. LEDGER FRAMING NOTES U shown using a digital signature. <br />W Printed copies of this document are <br />• FASTEN NO.2 SYP LEDGER TO FRAMINGITRUSS VERTICALS not considered signed and sealed <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW X nd the signature must be verified <br />(MAX 24" O.C. SPACING), OR uJ by a 3rd Party Certificate Authority <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE 0- n any electronic copy A <br />w/ FASTENING SHOWN BELOW < Uj LU <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN 00 <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER } <br />PROTECTION AGAINST CORROSION 0 Z W <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR W O <br />LEDGERS ARE FOR INTERIOR USE ONLY. � � � �/ �/ <br />ROOF FRAMING LEDGER TO WOOD: O 2 <br />2x6...................................(4) 12d COMMON <br />O2x8...................................(6) 12d COMMON 2 <br />2x10.................................(8) 12d COMMON Q > Q <br />2x12.................................(10) 12d COMMON z 41* LU <br />CA W <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): =O 4 <br />PT 2x6.......(2) ROWS t/" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED w <br />PT 2x10.....(2) ROWS Y4' 0 @ 8" O.C. STAGGERED ~ <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LUU_ LL <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): Q ~ <br />2x6...................................(3) 16d COMMON X <br />2x8...................................(5) 16d COMMON } r- <br />2x10.................................(7) 16d COMMON (� <br />2x12.................................(9) 16d COMMON O z <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): 0 0 <br />z W <br />PT 2x6...................................(3) W x 4 '/i' LONG #14 WOOD SCREWS 2 I -- <br />PT 2x8...................................(5) W x 4 -Y2" LONG #14 WOOD SCREWS W z <br />PT 2x10.................................(7) W x 4 ''/s" LONG #14 WOOD SCREWS F- Abbott Park <br />PT 2x12.................................(9) 'W x 4-'/z' LONG #14 WOOD SCREWS X d <br />W U- <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM W <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q LOT 031-02 J <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. U <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF U) <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT 0 <br />PERMITTED AT THIS LOCATION W <br />__.---------_. -._._ . - -- - -- PROJECT NO: <br />6. ANGLE & LATERAL BRACES MAY BE OMITTED 2021.011083 zz� <br />PROVIDED GABLE TRUSS IS ANCHORED TO - <br />MASONRY W/ META12 OR GREATER @ MAX 24" O.C. DRAWN: c w �w <br />CHKD: MJP � <br />0 <br />O <br />u7 <br />E NAN W <br />Q <br />C'boggigked <br />� <br />U) <br />ATE OF �/ <br />i3471 D V. <br />0 NA E-��.� 0 <br />111111110% <br />09-17-2021 0 <br />z_ <br />REVISIONS: <br />No. Description Date 0 <br />W <br />U) <br />W <br />W <br />J <br />Q <br />- ------------ -- U <br />U) <br />ST=3A O <br />zo <br />CMU/METAL CONNECTOR ENGINEERING <br />