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)ocuSign Envelope ID: B403F602-5BE3-4C26-8ECA-153BOD7D413C <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 />U <br />0 <br />rn <br />0 <br />N <br />1st LEVEL FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />In% urA 4G 40 r%M <br />ALL TRUSS TO WOOD CO <br />TO THE TYPICAL WALL S <br />REFER TO COMPONENT <br />TRUSS LABELS & DIMEN <br />OVERFRAMING NOTES <br />ALL RAFTERS TO BE MI <br />ALL "SLEEPERS" TO BE <br />FASTEN "SLEEPERS" T <br />COMMONS MIN. <br />• EACH RAFTER TO "SLE <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO <br />FASTEN 2x6 NO.2 SYP C <br />RAFTER WHERE APPLIC <br />12" <br />16" <br />24" <br />O.C. <br />SPACING _- <br />RAFTER S <br />2x6 <br />15'-5" <br />13'-4" <br />10'-11" I <br />20 L.L./ <br />CEILING J <br />2x4 - <br />12" 12'-5" <br />16"---11-4- <br />24' 9'-10" <br />i <br />10 L.L./ <br />TRUSS FRAMING K <br />NOTES APPLICABLE ONLY <br />1. SEE "SHEAR PANEL" DETAI <br />2. TYPICAL BEARING BLOC <br />• BEARING BLOCK TO BE <br />MATCH DIMENSION OF <br />ATTACH BEARING BLOC <br />BOTTOM CHORD W/ (3) <br />3. LEDGER FRAMING NOTE <br />• FASTEN NO.2 SYP LEDG <br />AT EVERY SUPPORT WI <br />(MAX 24" O.C. SPACING) <br />• FASTEN NO.2 SYP PT LE <br />w/ FASTENING SHOWN <br />• ADDITIONAL FASTENER <br />LOCATIONS ON PLAN <br />SEE TABLE 5 ON SHEET <br />PROTECTION AGAINST <br />• EXTERIOR DECK LEDGE <br />FRAMING WITH WOOD <br />LEDGERS ARE FOR INT <br />ROOF FRAMING LEDGER T <br />2x6...................................(4) 12d <br />2x8...................................(6) 12d <br />2x10.................................(8) 12d <br />2x12.................................(10) 12 <br />LEDGER TO CMU (W/ 3" TA <br />PT 2x6.......(2) ROWS Y4" 0 @ 24 <br />PT 2x8.......(2) ROWS Y4' 0 @ 16 <br />PT 2x10._..(2) ROWS Y4' 0 @ 8" <br />PT 2x12.....(2) ROWS Y4" 0 @ 6" <br />FLOOR FRAMING LEDGER <br />2x6...................................(3) 16d <br />2x8...................................(5) 16d <br />2x10.................................(7) 16d <br />2x12.................................(9) 16d <br />TAP <br />FLOOR FRAMING LEDGER <br />PT 2x6...................................(3) , <br />PT 2x8...................................(5) , <br />PT 2x10.................................(7) , <br />PT 2x12.................................(9) , <br />4. ANGLE & LATERAL BRACE <br />BRACING DETAIL IF PORCH <br />PROPERLY APPLIED, SEE <br />5, IF USING (2) HTWM20, INST <br />THE WALL - (2) HTWM20 ON <br />PERMITTED AT THIS LOCA <br />6. • (1) 48" & (1) 24" BEARIN <br />• EACH BLOCK TO TRUS <br />STAGGERED <br />• TRUSS TO MASONRY B <br />f_MIIIMI=TAI <br />NNECTIONS SHALL BE ACCORDING O <br />ECTION, SEE SHEET ST-5. O <br />MANUFACTURER'S LAYOUT FOR u7 <br />SIONS N <br />c0 <br />N. 2x6 NO.2 SYP @ 24" O.C. MAX. � <br />PLANK -ORIENTED 2x8 NO.2 SYP MIN. <br />O EACH TRUSS/RAFTER W/ (3) 16d <br />EPER" W/ SIMPSON H3 UPLIFT N <br />BE 2x8 NO.2 SYP MIN. co <br />OLLAR TIES FROM RAFTER TO LLL <br />ABLE W/ (5) 10d COMMONS MIN. <br />w <br />PAN SCHEDULE J <br />LUMBER SIZE <br />z <br />2x8 2x10 2x12 O <br />- - - CA <br />19'-11" 23'-9" 26'-0"1 <br />17'-3" 20'-7" 22'-0" Q <br />14'-1" 16'-10" 19'-9" <br />O <br />15 D.L. #2 SYP O <br />GIST SPAN SCHEDULE w <br />LUMBER SIZE H- <br />2x6 2x8 2x10 (n <br />19'-6" 25'-8" 26'-0" <br />17'-8" 23'-4" 26'-0" J <br />15'-6" 20'-1" 23'-11" m <br />w <br />5 D.L. #2 SYP <br />EY NOTES <br />WHERE SPECIFIED ON PLAN 0 <br />L ON DETAIL SHEET. U <br />K w <br />NO.2 SYP, MIN 48" LONG AND TO CD <br />TRUSS MEMBER. w <br />K TO TRUSS VERTICAL OR TRUSS w <br />ROWS 10d @ 4" O.C. STAGGERED. O <br />O <br />S � <br />ER TO FRAMING/TRUSS VERTICALS <br />TH FASTENING SHOWN BELOW u7 <br />,OR r— <br />DGER TO MASONRY/CONCRETE b <br />BELOW z <br />S MAY BE REQUIRED AT SPECIFIED U) <br />U) <br />ST-1/S1 FOR FASTENER w <br />CORROSION z <br />RS SHALL BE SECURE TO WALL U) <br />SCREWS. COMMON NAILS AT FLOOR <br />ERIOR USE ONLY. m <br />O WOOD: w <br />w <br />COMMON w <br />COMMON z <br />COMMON (D <br />d COMMON W <br />OR TITEN): 0 <br />" O.C. STAGGERED <br />" O.C. STAGGERED <br />O.C. STAGGERED O <br />O.C. STAGGERED LL <br />z <br />TO WOOD (W/ NAILS): 0 <br />COMMON ~ <br />COMMON <br />COMMON 0 <br />COMMON a <br />TO WOOD (W/ SCREWS): 0 <br />U <br />/;' x 4-M." LONG #14 WOOD SCREWS Q <br />/;' x 4-'/z' LONG #14 WOOD SCREWS <br />/;' x 4-%" LONG #14 WOOD SCREWS <br />/;' x 4-%" LONG #14 WOOD SCREWS <br />J <br />S MAYBE OMITTED FROM GABLE ILL <br />SHEATHING DETAIL IS Q <br />DETAIL SHEET ST-6/7. - <br />U <br />ALL (1) STRAP ON EACH FACE OF z <br />SAME SIDE OF WALL IS NOT } <br />TION <br />G BLOCK REQ'D i <br />S W/ (3) ROWS 1Od @ 4" O.C. 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