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<br />TRUSS FRAMING GENERAL NOTES
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<br />9FF S-r-IFF-T S71 -1 & 5 FOR ADDITIONAL GENERAL NOTES
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<br />�TODPING AT FLOOR TRUSSES TO BE PROVIDED >
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<br />';'Ni7SS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN N0
<br />L TRUSS -'0 WOOD CONNECTIONS SHALL BE ACCORDING
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<br />I- AMING NOTES 00 a)
<br />* ALL RAFTE!-,S TO BE MIN. 2x6 NO.2 SYP Cw 24" O.C. MAX. c:) "I
<br />* ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.i 0)
<br />* F-AST E-N "SLEEPERS" 70 EACH TRUSS/RAFTER W/ (3)16d
<br />Ot I M 0 N'S M 1 N.
<br />H RAF R TO "SLEEPER" W1 SIMPSON H3 UPLIFT
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<br />"Ic TO BE 2x8N0.2 SYP MIN.
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<br />-N NO.2 SYP TIES FROM RAFTER TO
<br />RE APPLICABLE \,V` (5) 1 Od COMMONS MIN.
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<br />17'-3': 20'-7" 22'-0"
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<br />2 TY(,,CA;- BEARING BLOCK C)
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<br />B(-)', TOM Cl iORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. Of
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<br />3. LEDGER FRAMING NO-FES
<br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS
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<br />• FASTE,1,11 NO 2 SYP PT LEDGER TO MASON RY/CONCRETE
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<br />F LATERAL BRACES MAYBE OMITTED FROM GABLE IL," LOT 013-02 FD0
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<br />PFC)PERLY APPLIED, SEE DETAIL SHEET ST-6/7.
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<br />6- - (1) 48" & (1',I 24" BEARING BLOCK REQ'D 0 * EACH -j BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. 0 2020.005371 U-
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<br />CNIUMETAL CONNECTOR ENGINEERING
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