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kcl "'r� iv-'w <br />HTWM20, vn <br />(2) HT0, NOTE 5 <br />1st LEVEL ROOF & FLOOR FRAMING PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />It <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 />ALL TRUSS TO Wp D <br />U <br />0 <br />ri <br />rn <br />0 <br />N <br />O CONNEC I IONS SHALL BE ACCORDING : p <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. p <br />REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR tNf? O <br />TRUSS LABELS &DIMENSIONS �- APEX <br />C14 <br />OVERFRAMING NOTES 0 <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. O {j) <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.: m Q <br />cri <br />• FASTEN "SLEEPERS' TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W1 SIMPSON H3 UPLIFT CV <br />CONNECTOR. M <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO L1 <br />RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. <br />w <br />RAFTER SPAN SCHEDULE Jtds N <br />O.C_ true design studios <br />SPACING <br />LUMBER SIZE Z <br />2x6 2x8 2x10 2x12 <br />12 15' S" 19 11 ' 23 9' 26 0 U 9000 REGENCY SQUARE BLVD. <br />16' 134" 1 17 3" 20 7' 22' 0 Q SUITE 100, JACKSONVILLE, FL 32211 <br />-- - <br />1 1, <br />- 24' 10 11" 14 1" 16 10" _ 1 19'-9 <br />20 L.L.115 D.L. #2 SYP O <br />CEILING JOIST SPAN SCHEDULE r <br />- w � <br />C. <br />12" <br />.................... ---- - <br />LUMBER SIZE <br />I_- <br />CY <br />U) <br />70 <br />-- 2x4 2x6 <br />-- <br />2x8 <br />— 2x10041HOMON, <br />— <br />6-- <br />12'-5" <br />-- <br />25'-8" 26'-0" <br />(j <br />� <br />- — <br />16" 11'-3" 1T-8" 23'-4" 26-0" <br />co <br />— -- — <br />24" 9'-10' 15' 6" 20'-1" 23'-11" <br />10 L.L.15 D L #2 SYP � <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />- C'J <br />- _ ......... - _.. <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } N <br />2. TYPICAL BEARING BLOCK Z 7� <br />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 <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O <br />O <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 i`- <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE ® f) <br />w/ FASTENING SHOWN BELOW W <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED U) <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-11S1 FOR FASTENER <br />PROTECTION AGAINST CORROSION Z U. 7 <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL (� O W <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR 0 r/1 <br />LEDGERS ARE FOR INTERIOR USE ONLY. OD V J <br />ROOF FRAMING LEDGER TO WOOD: r <br />w <br />2x6...................................(4) 12d COMMON _Z �(' G <br />2x8...................................(6) 12d COMMON '`�.� <br />2x10................................(8) 12d COMMON 0 > ® Q <br />2x12.................................(10) 12d COMMON w W 0 <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): J W LL' <br />PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED — W <br />PT 2x8.......(2) ROWS ;/4" 0 @ 16" O.C- STAGGERED Q W � <br />PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED _1 X <br />PT 2x12.....(2) ROWS 14' 0 @ 6" O.C. STAGGERED LL U_ � <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS) _O O <br />2x6...................................(3) 16d COMMON h- <br />2x8..................................15) 16d COMMON ❑ <br />Ui <br />2x10................... ....... ...... (7) 16d COMMON Q U, <br />2x12.................................(9) 16d COMMON Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS) 0 d <br />PT 2x6...................................(3) %" x 4-Y2' LONG #14 WOOD SCREWS LL <br />PT 2x8.... ............._...............(5)'/<" x 4 '/" LONG #14 WOOD SCREWS 0 w <br />PT 2x10.................................(7)'/4' x 4-Y2' LONG #14 WOOD SCREWS �. Abbott Park --' <br />PT 2xl2.............. ....... .......... (9)'/<" x 4-'/z" LONG #14 WOOD SCREWS <br />o C) <br />U) <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LOT 049-03-A ❑ <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS <C w <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. I--- <br />5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF Z Z <br />THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT } (� <br />PERMITTED AT THIS LOCATION <br />0 PROJECT NO: w <br />6. • (1) 48 & (1) 24" BEARING BLOCK REQ'D 2019,0075999 ❑ <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. p LL <br />STAGGERED Z DRAWN ... -_- -- - -___-_ 0 <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = CRD o <br />- - LO <br />CHK.D. <br />x EAF <br />w w <br />i1 _I <br />Q <r <br />:C <C ,`,�t'tiiltftl/��f11 <br />�� �(IN LqNtic ,,t, <br />� �. �5•,.....•• ., <br />• Z <br />`'.851 6 > <br />Z " <br />cc <br />...D. ;�Z <br />w :� .• ST E OF to <br />p 09/25/2019 <br />❑ <br />I— w <br />U_ REVISIONS: w <br />No. 1 -Description-i,.-. Date w <br />1 _ d <br />- cUn <br />J O <br />---- — -- Z <br />_ ------------------ <br />---------------------- <br />------------ -------- <br />---- <br />--- ..__......, <br />U ❑ <br />w <br />F- <br />X <br />w STm3A <br />12- <br />CMU/METAL CONNECTOR ENGINEERING <br />