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DocuSign Envelope ID: FC1A8297-BD99-4D7E-BDDF-B7BADABCD430 <br />1 st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />TRUSS FRAMING GENERAL NOTES i2 <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER 0' <br />0 <br />N <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 />2x10 <br />2x12 <br />12" <br />15-5" <br />19'-11" <br />23'-9" <br />26-0" <br />16" <br />13'-4" <br />17'-3" <br />20'-7" <br />22'-0" <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 -5" 19'-6" 25'-8" 26-0" <br />-12 <br />- <br />16" 11'-3" 17'-8"-23'-4"-26'4" <br />24" 9'-10" 16-6" 20'-V 2T-11" <br />10 L. 15 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 TITEW: <br />PT 2x6.......(2) <br />ROWS %4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) <br />ROWS %4" 0 @ 16" O.C. STAGGERED <br />PT 2x10._..(2) <br />ROWS %4" 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) 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) Y4" x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x8.... ............................... (5) '/:' x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) '/<" x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) Y4" x 4-'/2" 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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