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)ocuSign Envelope ID: 54C2A7F5-648B-4BDD-AB94-3AF9820141D7 <br />1st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22N34" <br />.......... _....... _.__.. ._.......... ...... <br />_..._.__. <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" WI 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 />'ACING <br />_._... _I -. , _- T.. <br />zxs 1. zxs 2x10 I2x12 <br />12" 15' S" 19'-11" 23'-9" 26'-0" <br />._........ <br />-._ ... -- <br />16" 13'-4" 17'-3" 20'-7" 22'-0" <br />24" 10'-11" 14'-l" 16-10" i 19'4" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O <br />SPACING LUMBER SIZE <br />2x4 2x6 2x8 1 200 <br />12" 12 -5 19'-6" i 25'-8" 26'-0" <br />1--­11._ ........ _.._... <br />16 11'-3" 17 8" 23'4" 26'-0" <br />24" 9 10" 15 -6" 20'-l" I 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 WI (3) ROWS 10d @ 4" O.C. STAGGERED. <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO FRAMINGITRUSS 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.... ............ <br />...........(4) 12d COMMON <br />2x8. .......... <br />2x10... ..- <br />......._... ...... (6) 12d COMMON <br />.......................(8) 12d COMMON <br />12x12...............................(10) <br />12d COMMON <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />PT 2x6.......(2) <br />ROWS Y4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) <br />ROWS Y4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) <br />ROWS Y4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) <br />ROWS',4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />2x6.... . ..........................(3) <br />16d COMMON <br />2x8.... ......................... <br />- 16d COMMON <br />2x10.............. <br />.................(7) 16d COMMON <br />2x12.............................(9) <br />16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS <br />PT 2x6................. ................ (3)'/;' x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x8................................... (5)'/:' x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x10................................ .(7)'/4" x 4-%" LONG #14 WOOD SCREWS <br />PT 2xl2............. ................. ...(9)%" x 4-%" 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. 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