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-3c: <br />Ck� <br />Ln <br />r- <br />LO <br />C14 <br />LO <br />LO <br />2 <br />0 <br />V_ <br />V) <br />0 <br />-0 <br />:20 <br />CIO <br />C14 <br />01 <br />Ln <br />W) <br />ce: <br />M <br />LO <br />LO <br />LO <br />C111 <br />LO <br />Cr <br />C) <br />C14 <br />LO <br />t2 <br />to <br />CD <br />I <br />Cli <br />LO <br />C� <br />LO <br />a <br />LO <br />C-4 <br />NO <br />CD <br />E <br />C0 <br />Q> <br />.0 <br />9 <br />(D <br />C14 <br />C> <br />C14 <br />�2 <br />LO <br />C; <br />C) <br />16 <br />C11 <br />C=) <br />C14 <br />SIMPSON HGAMV <br />W/ <br />(4) 1/4"xl 1/2" S DS <br />SCREWS <br />TO BLOCKING & <br />1/4"X2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS---\ <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10/85 BACKNAI L wl (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S5 MAX. 9" <br />BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BAC KNAI L w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL <br />6 IF <br />45'± <br />z <br />45' <br />SEE STRUCTURAL <br />NOTES AND NAILINGY <br />2x4 CROI <br />3 BRACE <br />SCHEDULEFOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL <br />2x4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />RIDGE FASTENED AT <br />@ F-011 O/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) 10d <br />1" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 1 Od & <br />LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />_-,----FROM <br />BLOCKING <br />7/16" OSB SHEATHING <br />END <br />1 GYPSUM WALL BOARD <br />ATTACHED W/ 1 Od <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />-OE �iL <br />OSB SHEATHING ATTACHED <br />1 0dXTi @ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />wl 10d NAILS @ 6"O.C. <br />THROUGH CHORD <br />M CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2" 6" P T PLATE <br />R TRUSS) <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />NAILING SCHEDULE FOR SHEATHING] <br />DETAIL <br />2"x4" CROSS BRACE—\ <br />X <br />x <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 10d <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 1 Od TOE NAILS @ <br />z <br />FROM RIDGE FASTENED AT <br />EA. END <br />V <br />EACH JOINT wl (3) 1 Od & (2) 1 Od <br />(NOT REQ'D WHEN <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1 "OR <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />//-- <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />,,-1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />AND 12" O.C. FIELD <br />BOTTOM ATTACHED <br />� <br />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <br />2x BL t <br />2x4 "T" ON TOP OF PANEL B NOTCH 1" BRACE H N <br />x <br />. <br />. <br />2x4 PANEL BLOCKING @ 48" O.C. FOR <br />OCKING <br />LOCKING�l WEEP SCREED 2"x6" P.T. SILL ERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />FASTENWITH 10dx3"@4"O/C SPACED <br />1/2" x 8" "J" BOLT @ 48" O <br />C <br />INSTALLED PER MANUF. <br />. <br />. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO <br />@ 48" O.C. 1 ILS BLOCKING, FASTEN WITH <br />SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 64" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />MOISTURE BARRIER <br />1 OW" @ 4" O/C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />T 0 <br />N INK B <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED <br />1 Odxl 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24,, <br />GABLE WEB SECTION r2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1 Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />�5 EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />-REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />SEE STRUCTURAL--,,,,. <br />CHORD BLOCKING <br />NOTES AND NAILING <br />x <br />INFORMATION <br />00 <br />00 <br />SCHEDULEFOR <br />Ix <br />-111, <br />SHEATHING DETAIL <br />BACKNAILw] <br />2' <br />(2) 16d NAILS <br />-WOODTRUSSES <br />co <br />- <br />50 <br />4-- <br />00 <br />lx4" CROSS BRACE <br />APPROX. 8" FROM <br />-2x4 RAT RUN BRACING <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT W/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />10d & (2) 10d TOE <br />ATTAC H ED W/ 2 - 16d <br />4i� 4�� <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" OIC FOR THE <br />(2) 16d NAILS <br />.2X4 BLOCKING @ 24" <br />(D = 0.148", L 3") OR EQUAL <br />(D 0,207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL <br />FIRST (4) ROWS OF <br />O/C W/ (2) 16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />W/ (2) 16d TOENAILS <br />-ARCHITECTURAL FINISH <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7 LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLETRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />2x4 BLOCKING--,,,,,, 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W/ 4� <br />10d NAILS @ 4- <br />O.C. TYPICAL <br />GABLE TRUSS W B <br />DOUBLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />2x4 "T" BLO <br />48" O.C. <br />16d NAIL <br />1" BRACE ATTACHED <br />W/ 1 Od NAILS @ 4" O.�� <br />pfil <br />TYPICAL <br />W <br />�4� - i <br />4.Lj — <br />E <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />DIAPHRAGM <br />48" O/C <br />BLOCKING @ <br />GABLE TRUSS <br />TRUSS VERTICAL <br />SIMPSON SP2w/(12) 10d <br />NAILS AT EACH STUD _7 <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE <br />FASTENED WITH (3 <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />16d PER SIDE <br />r3 <br />SECTION SECTION <br />SCISSOR GABLE 117 BRACE( <br />SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. <br />REV. 06.08.22 <br />MAX. 9" 8d @ 6"O/C <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 -WOOD TRUSSES <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLETRUSS <br />x <br />-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />SIMPSON HGAM1 OKTA W1 (4) <br />W/ 1 Od NAILS @ 6" O.C. <br />ED) O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4' <br />JACK TRUSS <br />TITEN TO CMU <br />SEE PLAN FOR <br />CONNECTION <br />2X4 "T" ON TOP OF PANEI <br />EXT. WALL CONN. <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />L 2X4 BLOCKING W/ <br />(2) 12d TOENAILS <br />J, <br />P <br />NON - LOAD BEARI G LOCATION (D <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SECTION (" <br />9 <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />�5 <br />SCALE: N.T.S. <br />IINIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />2"X4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />TOENAIL i <br />(2) 16d NA <br />12" <br />SH SCHEDULE <br />XTACHMENT <br />SYP BLK'G @ 16"O.C. <br />I x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />1 0� <br />SCALE: N.T.S. <br />�5 <br />GABLE TRUSS <br />S5 <br />1" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />12 <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S <br />6" OVERLAP <br />"L" BRACE W/ 1 Od @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2 x 4 BLOCKING w/ (2) 10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />\-BRACING w/(3) 10d x3"AT <br />r <br />EACH CONN. @ 24" O/C <br />-MOISTURE BARRIER <br />-BOND BEAM <br />-MASONRYWALL <br />ARCHITECTURAL FINISH <br />_N NON - LOAD <br />EXT. WALL CONN. 'C-V <br />BEARING LOCATIOIk (UNEVEN CLG.) <br />rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />S5 <br />ADDITIONAL INFORMATION. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"X4" (U.N.O.) <br />1" BRACE <br />2"x6" (U.N.O.) <br />1" BRACE <br />24" <br />0'0" - T-10" <br />T-10" - F-01' <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1)"L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2)"L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS <br />m"Mr"' <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 W/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE S CONTI <br />d <br />LU <br />d <br />LU <br />- zt <br />z b <br />W <br />'IT <br />C? <br />C) <br />-1 <br />It <br />Uj <br />1 Lu <br />-71 <br />1 <br />1 <br />NOTE: <br />ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />@ 16" O.C. MAX. FOR FIRST (4) <br />/1BOTTOM <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 4--0" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L <br />AS PER BCSI SCALE: N.T.S. C, C <br />SCISSOR TRUSS <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 1 Od AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />12 <br />6.91 MAX- <br />XA/r)nn PP,&KAPn lnApi f= P:rxin PzP,&rwr_ nP:T,&Il <br />FOR WIND SPEED SPECIFICATION <br />SCALE:NTS <br />2X4LEDGER <br />--SIMPSON LSTA18 <br />DS @ 16" O.C. <br />C%4 <br />ze <br />U11111 <br />CU <br />Cj - <br />-2 ;� <br />Z a! <br />cn cc t- <br />_ <br />-0 CN = <br />ej Cc <br />-a! <br />03 CL <br />'3: <br />a_- Cj <br />:g: <br />W <br />'� <br />CU <br />0-- <br />'n x2 <br />E <br />0 <br />a- Q <br />�0 <br />IF <br />CIJ <br />iF S S 10 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the tructural engineering portions of the drawing pages bearing <br />a <br />Engineer's signature and seal. <br />W <br />11 <br />,r E <br />8 <br />I I? - <br />0 r- <br />k0 <br />%". 1 0 <br />�� N <br />"I CD <br />a; <br />q <br />_j <br />Cz u- U- 3: <br />V <br />g z <br />_j __ UJ <br />='O EL <br />CU <br />�,I. <br />E--'C' <br />W <br />15 Ft 0 Y <br />0 2 x <br />ul <br />0 M <br />z <br />vh� <br />Co 1� zo . <br />Lo t < <br />co <br />a <br />CN <br />0 3 00 <br />z <br />�kaw: W <br />0 W <br />0 1 <br />(D <br />CD 1:2 <br />(3) <br />CD <br />4- <br />M <br />LU <br />V) <br />LU E <br />0 <br />U) <br />M <br />< 0 <br />M <br />z <br />LL_ <br />E <br />E <br />Ca <br />< 61 <br />M6 <br />'o <br />'0 <br />E <br />0< <br />z <br />_CiF <br />.0 <br />2 <br />z <br />101. <br />8 <br />< <br />0 <br />0 <br />C/3 <br />2< <br />E - <br />z <br />. . <br />W <br />C) <br />co <br /><2 <br />0 <br />T11 <br />1 <br />-0 <br />T <br />10 � <br />I <br />0 <br />0(=) <br />LO <br />< <br />(D <br />co <br />0 <br />(0 <br />:3 <br />CL <br />(0 <br />_j <br />0 <br />0 <br />U) <br />co <br />M <br />V) <br />Ir- <br />4_011 <br />0 <br />< <br />4-1 <br />0 <br />U_ <br />_�e <br />CIO <br />C:) <br />co N <br />.0 <br />100 p <br />U-) <br />LO <br />N <br />C.'i <br />Ir- <br />E <br />E <br />LO <br />(.0 <br />6 <br />z <br />cc <br />z <br />:3 <br />E <br />LO <br />— <br />M <br />r_ <br />CU <br />E <br />0 <br />6 <br />_0 - <br />_0 CU <br />C <br />C <br />(D <br />< <br />JOB <br />NO: <br />23-06135 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S5 <br />t <br />I 1—T F_ if T_ T <br />