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)ocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-lDE73,,E95D55 <br />- <br />!iI <br />I <br />! <br />I I <br />- <br />r - - <br />� _ <br />I <br />I <br />III <br />I <br />I� - <br />u <br />III i'I <br />II III <br />it <br />II <br />! <br />II <br />- , <br />II <br />I �I I <br />I <br />i <br />I <br />I <br />I <br />I <br />I. I <br />i <br />I I <br />j IL III <br />I <br />I <br />I <br />I <br />I <br />- <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />; <br />I <br />I <br />-- <br />I <br />- - <br />I <br />I ''i <br />( I <br />I <br />I 1 <br />I <br />Li <br />I <br />i <br />- <br />t <br />11 <br />I <br />II <br />I <br />I <br />1 s t IEV EL RO O F& FI D O R FRA M IN G PIA N <br />= 1'-0" WHEN PRINTED ON 22"04" <br />(2) HTA16-18 OR—/ <br />(2) HTWM20, NOTE 5 <br />B 3 <br />ST-6 <br />RSS FRAMING GENERAL NOTES <br />`REF SHEET ST-1 &. 5 FOR ADDITIONAL. GENERAL NOTES <br />DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER <br />.;NL ESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />A 1 TRUSS TO W010D CONNECTIONS SHALL BE ACCORDING <br />�O THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />k REFs.TR TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />TRUSS LABELS & DIMENSIONS <br />GVERFRAMING 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 />Q FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />x EACH RAFTER TO "SLEEPER" W% SIMPSON H3 UPLIFT <br />CONNECTOR. <br />ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />s FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />RAFTER SPAN SCHEDULE <br />O C. <br />LUMBER SIZE <br />`�PACiNG <br />2x6 2x8 <br />i 2x-10 <br />12" ! <br />15-5" 1 ')'-1 V j <br />23' 9" <br />16" <br />13'-4" 1 T-3" <br />1 20'-7" <br />24'; <br />1U-i1' i4' 1' <br />16-10- <br />- - <br />20 L L.!15 D.L. #2 SYP <br />CEUNG JOIST SPAN SCHEDULE <br />2x12 <br />26-0" <br />22'-0" <br />O.C,LUMBER SIZE <br /><x4 2x'3 2x8 2x10 <br />12' 12'-5' i9' 6' I 25'-8: 26-0" <br />- ---- — I- <br />Ie 11' 3' 17 -8' 23 -4" 26-0" <br />24" —I 9'-10 15-6' 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 />7.. TYPICAL BEARING BLOCK <br />BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />MAT CH 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 />2 LED >ER FRAMING NOTI-S <br />FAST EN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />'MAX 24' O.C..SPACING)OR <br />_ <br />T <br />U <br />6 <br />ccri <br />rn <br />0 <br />N <br />O <br />O <br />N <br />N <br />00 <br />d' <br />O <br />0')N <br />N <br />c'r) <br />J <br />ILL <br />W <br />_J <br />J <br />Z <br />O <br />U <br />Q <br />CDO _ <br />W <br />U) <br />J <br />m <br />W <br />ry <br />Q <br />0 <br />CO <br />Z <br />W <br />W <br />ry <br />O <br />0 <br />L0 <br />I�- <br />Fr, "N N0.2 .>Yr PT LCD::r_R , <br />O MASONRY/CONCRETE O <br />bvl FASTENING SHOWN BELOW z <br />s ADD! CIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN co <br />SEE TABLE 5 ON SHEET S T -1/S1 FOR FASTENER w <br />PROTECTION AGAINST CORROSION Z <br />ffi EXTERIOR DECK LEDGER`; SHALL_ FEE SECURE TO WALL U) <br />FRAMING''!VITH WOOD SCREWS. COMMON NAILS AT FLOOR I � <br />LEDGERS ARE FOR iNTERIOR USE ONLY. m <br />RoOOF FRAMING LEDGER TO''OOD: <br />- JVW <br />2x6 . ..... .........(4) 12d COMMON W <br />x8. (6) 12d COMMON `Zn <br />2x 0 ...... .. _.. ..._(8) .2d COMMON li <br />2 i7 <br />�xi,. ...... (10) 12d COMMON W <br />EDGER TO, CMil (N.f 3 TAPCON OR TITEN): a <br />0 <br />I-' 2 ') RO/VS;�` 0 @ 24' J.C. STAGGERED <br />xc j ROWS %4' 0 @ 16 O.C.STAGGERED O <br />2x (0.....(2) ROWS %4' Q @ 8" O.C. STAGGERED J <br />FT 2x12 .. (2) ROWS )/4" 0 @ 6" O.C. STAGGERED ILL <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 0 <br />'xh. .. . ... ......(3) 16d COMMON Q <br />2x6 (5) 16d COMMON II <br />2x1v ............ . ......... (7) 16d COMMON O <br />(9) 16d COMMON p <br />OOR FRAMING LEDGER TO WOOD (W/ SCREWS): 0 <br />PT :2x6................................(3) %<" x 4-'/Z' LONG#14 WOOD SCREWS Q <br />PT 2x8... ._................ ...........(5) 'ia' x 4-'/z` LONG # 14 WOOD SCREWS 0 <br />PT 2x10. .. .... ......(7) %' x 4-%" LUNG 414 WOOD SCREWS <br />PT 2x12 .... . ....(9) %' x 4-'/2" LONG #14 WOOD SCREWS O <br />J <br />,ANGLE `. LATERAL BRAL.ES rs;1AYBE OMITTED FROM GABLE LL_ <br />BR.AC}NG DETAIL IF PORC- t "SHEATHING DETAIL IS <br />PROPPRLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />U <br />5. if- U SINO (2.) H7FVJM20, INS "LL (1) "STRAP 0 11 EACH FACE OF Z <br />al_ �r ALL - (v) `y T L%PJ i20 ONi SAME SIDE OF WALL IS NOT <br />PERM: FTED A" THIS LOCATION U, <br />�. 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