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)ocuSign Envelope ID: C1150073-72E14C6A-67BF-94Di .1`E5EB3 <br />TRUSS FRAMING GENERAL NOTES <br />(2) META12 OR <br />(2) HTSM20 5 <br />1St I - ELR() t`) F IJUMING <br />1/4" = 1'4' WHEN PRINTED <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />e DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER <br />e 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 />e 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 I <br />FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/(3)16d <br />COMMONS MIN <br />EACH RAFTER TO "SLEF-PER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR <br />ALL RIDGE BOARDS TO RE 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 />,RAF1 17 R ;PAN SCHEDULE <br />' LUMBER SIZE <br />P C:NG <br />2x6 2x8 2x10 2x12 <br />i 2" 26'-0" <br />t 5" 13' 4" 1 T-3" I 20'-7" 22'4" <br />10'-11" 14'-1" 16'-10., 1 19--9" <br />20 L. L. D. L. #2 SYP- _ 1 <br />CEILING JOIST SPAN SCHEDULE 1 <br />�' r~ LUMBER SIZE <br />2x4 i 2x6 j 2x8 2x10 <br />12" 2' 5' 19'-6" 25'-8" <br />16" 11' 3 17'-8" 26'-0" <br />24" � 9'-10" 11'-61, 20'-1" 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 />RoTTOM CHORD W.1 (3) ROWS 10d g 4" O.C. STAGGERED. <br />3 LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER T O FRAMING/TRUSS VERTICALS <br />.Al EVFRY SUPPORT WITH FASTENING SHOWN BELOW <br />,MAX 24" 0 C. SPACING), OR <br />• FASI F N NO.2 SYP P7 LEDGER TO MASON RY/CONC RETE <br />wi FASTENING SHOWN BELOW <br />e ADDITIONAL. FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN <br />SEE TABLE t5 ON SHF'ET ST-11S1 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 />2x.F . _. - ....... ... _ ....(4) 12d COMMON <br />2x8 ..... .. . .- .. .....(6) 12d COMMON <br />2x10........ _ ......... _.. ....(8) 12d COMMON <br />2x1;2.... ......... ............ _....(10) 12d COMMON <br />LEDGER TO CMU (W/ 3"7APCON OR TITENZ <br />Pl 2x6_ ....(2) ROWS,!` 4" 0 @ 24" O.C. STAGGERED <br />PT 2x8 .....(2) ROWS '4" 0 @ 16" U.C. STAGGERED <br />PT 2x.1G_._(2) ROWS'' -a" 0 ,@ 8" O.C. STAGGERED <br />PT 2x12.... (2) ROWS )" O n 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS <br />2x6. _ <br />___. .. .(;,) 16d COMMON <br />:'xu.... <br />(5) 16d COMMON <br />2x1o.. _....._...-.... <br />.....(7) 16d COMMON <br />2x12, _ _ ._ <br />.-.. ...(9) 16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS <br />PT 2x6...............................(3) '/:' x 4 '/s" LONG #14 WOOD SCREWS <br />PT 2x8 . .................. _... ...... (5) %" x 4-%" LONG #14 WOOD SCREWS <br />PT 2x10.. ... ..... .... _ .... (7) %" x 4-'/z' LONG #14 WOOD SCREWS <br />PT 2x.12 ... ................ .(9) 714" x 4-16" 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 />0 <br />Cl) <br />rn <br />o ~ <br />N <br />LO <br />t` <br />O <br />Z APEX <br />(O <br />W <br />Z_ <br />U) <br />Z) <br />W ^0W <br />Z <br />0 <br />z tds <br />W <br />Q true design studios <br />CY <br />O <br />J9000 REGENCY SQUARE BLVD. <br />LL <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Z <br />z 904.821.5200 <br />0- <br />O DR&HOMON' <br />U <br />0 <br />F <br />O <br />J <br />LL <br />Q <br />U <br />Z <br />C� <br />O <br />J <br />0 <br />U <br />W <br />W IJ <br />W <br />a W � <br />a W <br />m <br />o = Z /Uj� <br />W <br />Z VJ O <br />3: <br />O I--- <br />W = Q O <br />Z � Q <br />LLJ <br />U) WO '� W <br />O <br />C <br />0 <br />~ <br />W w W <br />00 <br />T� LL <br />LLJ <br />� <br />Q <br />} <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />- <br />(, <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />z <br />O <br />O <br />z <br />� <br />= <br />W <br />~ <br />U <br />z <br />UJI <br />Abbott Park <br />a <br />W <br />u- <br />a <br />Q <br />LOT 006-02 <br />J <br />U <br />W <br />PROJECT NO: <br />2020.004116 z <br />-- CD <br />DRAWN: <br />DO w <br />CHKD: LL <br />EAF O <br />0 <br />0 <br />LO <br />Uj <br />ENs�.;9 <br />No 85166 C/) <br />DocuSigned by: <br />� V 87 DEF4: <br />A S T° <br />C? . <br />06-08-2020 O <br />z <br />REVISIONS: <br />No. Description Date <br />W <br />- -- co <br />W <br />J <br />U <br />O <br />ST=3A O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />