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)ocuSign Envelope ID: B67BDD2C-EF84-4A8D-9270-E2E89C8E5E1C <br />1st MNEL RO O F & FIA O R FRA M ING PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />�N - 11r .v- v vie <br />(2) HTWM20, NOTE 5 <br />TRUSS FRAMING GENERAL NOTES 2 <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER (o p <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ; N U <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING 0 <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. 0 <br />04 <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR IAPEX <br />C <br />TRUSS LABELS & DIMENSIONS 0 <br />N U <br />OVERFRAMING NOTES j 0 <br />• ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24" O.C. MAX. O N <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT N <br />CONNECTOR. co <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO ILL <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />W <br />_j t S <br />RAFTER SPAN SCHEDULE I J <br />I <br />true design s#OC. -- i_— <br />UM <br />SPACING SIZE <br />Z adios <br />— 12 I _ r 11 .__ .. 23'- "� 26'-0' O <br />2x6 2x8 2x10 2x12 <br />} 15' S 19 9 Y 9000 REGENCY SQUARE BLVD. <br />16 r-- 13-4 ; 17 3" 20' 7' 22'-0 Q SUITE 100, JACKSONVILLE, FL 32211 N <br />24' 10-11 14-1 16 10 19-9 <br />�._....-------...._. ---- , 0 <br />20 L.L./15 D.L. #2 SYP O <br />CEILING JOIST SPAN SCHEDULE j W C <br />-- -- -- --— ---------- -- --- <br />SPACING ! cy <br />LUMBER SIZE # <br />a,�,a� <br />2x4 2x6 2x8 2x10 (n � <br />12" 12'-5" 19'-6" 25'-8" 26'-0" - -i p r <br />-- — J <br />16" 11'-3" 17'-8" 23'-4" 26'-0" <br />- - -- - -- - - - m <br />24' 9'-10" 15'-6" 20'-1" 23'-11" <br />W <br />10 L.L./5 D.L. #2 SYP w <br />. <br />----._...........................................-- i ... <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN cy <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. i U 4) <br />2. TYPICAL BEARING BLOCK I W <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />MATCH DIMENSION OF TRUSS MEMBER. W <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS w <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 00 <br />3. LEDGER FRAMING NOTES rn <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />u7 <br />(MAX 24" O.C. SPACING). OR r- <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE U) <br />w/ FASTENING SHOWN BELOW 0 0 <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED fZ M <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER i w W <br />PROTECTION AGAINST CORROSION Z <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL U) Z <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR :D O «1 <br />LEDGERS ARE FOR INTERIOR USE ONLY. mJ vJ <br />ROOF FRAMING LEDGER TO WOOD: <br />w V2x6..................................(4) 12d COMMON W <br />2x8...................................(6) 12d COMMON Z O <br />2xl0.................................(8) 12d COMMON > Q Q <br />2x12.................................(10) 12d COMMON Z <br />Uj <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN) < W <br />ItI _ <br />PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED W <br />PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED I Q <br />PT 2x10.....(2) ROWS Ya" 0 @ 8" O.C. STAGGERED J X <br />PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): i O Z <br />O <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON W <br />2x10.................................(7) 16d COMMON <br />O I- <br />2x12.................................(9) 16d COMMON 0- Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): OU <br />PT 2x6...................................(3) W x 4 %" LONG #14 WOOD SCREWS i U' <br />PT 2x8...................................(5) W x 4 '/i' LONG #14 WOOD SCREWS 0 W <br />PT 2x10.................................(7) W x 4-'/2' LONG #14 WOOD SCREWS cr_ Abbott Park Q <br />PT 2x12.................................(9) N" x 4-Y2' LONG #14 WOOD SCREWS O U <br />J _ - U) <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE u- LOT 45-03 0 <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q w <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. Q <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF I z Z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT } C� <br />PERMITTED AT THIS LOCATION (n <br />PROJECT NO: w <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D 2020.004108 0 <br />L <br />STAGGERED Z _-.. __._.._.---_ _ -- O <br />DRAWN: • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U KLH o <br />wCNKD: LO <br />EAF <br />x <br />w w <br />am J <br />Q U <br />Q%�� U) <br />co <br />w = 668fdne4 b <br />z •*- <br />_ _ <br />• 1 <br />W :• S TAT E 1 r V; 4tjGU . <br />r •A'•4437... zZ <br />U)p�at � <br />Q <br />p 06-05-2020 0 <br />0 <br />1= w <br />v REVISIONS: <br />U_ — -- I ­_No. Description Date <br />w <br />U) —J <br />— Q <br />>- U <br />U) <br />0 0 <br />S 0 <br />W <br />x <br />w ST=3A <br />n <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />