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DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 <br />1st LEVEL FRAMING PLAN <br />1/4" = V-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 />- <br />2x6 2x8 2x10 2x12 <br />12" 16-5., 19'-111, 23'4" 26-0" <br />16" 13'-4" 17'-3" 20'-7" 22'-0" <br />24" 10'-11" 14'-1" 16-10" 19'-9" <br />20 L.L./15 D.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" 12'-5" <br />19'-6" 25'-8" 26-0" <br />16" 11'-3" <br />17'-8" 23'-4" 26-0" <br />24" 9'-10" <br />15-6" 20'-1" 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 Y4' 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (WI 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) W x 4 '/z" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) W x 4 1/2" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4 '/z" LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W X 4 '/2" LONG #14 V`JOOD 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. ANGLE & LATERAL BRACES MAY BE OMITTED <br />PROVIDED GABLE TRUSS IS ANCHORED TO <br />MASONRY W/ META12 OR GREATER @ MAX 24" O.C. <br />h <br />n E <br />V O <br />ti <br />O ° <br />APEX <br />(n qUj <br />W '5<' <br />Z_ N <br />U) M <br />Im <br />fY <br />W <br />W Al <br />z(D -C i <br />Z tds <br />W <br />Q true design studios <br />0 <br />W <br />p ~, <br />—j 9000 REGENCY SQUARE BLVD. a) <br />LL SUITE 100, JACKSONVILLE, FL 32211 C� <br />z0 904.821.5200 p <br />CL Cn <br />of <br />d Bsft*HOfdDN* <br />N <br />U <br />Q + I w <br />O <br />J <br />LL <br />7 <br />z <br />O <br />J <br />This item has been electronically <br />z signed and sealed by Justin M Lanier, <br />UPE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />F— not considered signed and sealed <br />X nd the signature must be verified <br />W .1by a 3rd Party Certificate Authority <br />Q n any electronic copy I _ <br />W W <br />} <br />m <br />o = Z /W <br />W O U) <br />O <br />W Q O <br />Z � Q <br />W W <br />O W W <br />~ 00 I..L. 0 <br />U_ r� <br />Q I� <br />X <br />C� <br />O O <br />LU <br />Z <br />= W <br />U ~ <br />Z <br />Abbott Park a <br />W -- LL <br />12- LOT 002-04-1 C J <br />a <br />Q <br />U <br />W <br />PROJECT NO: <br />2021.014969 z <br />DRAWN: <br />CD W <br />- - - - 0 <br />CHKD: MJ P LL <br />0 <br />O <br />LO <br />,,,,►►11l1lf1�� U) <br />% JS�CIN LA/iLU <br />�•.��c E NSF.R <br />., <br />* N Bo u igned by?.k U) <br />6TATE OF :44 <br />i,��.•• 3F4671DA�D�F <br />��i F '• : O R 1 <br />12-29-2021 <br />z <br />REVISIONS: <br />No. Description Date <br />W <br />U) <br />W <br />- - F- <br />W <br />— -- ---I <br />U) <br />0 <br />ST=3A 0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />