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_ <br />w <br />0:� <br />LO <br />i <br />m <br />N <br />0 <br />O <br />co <br />J <br />0 <br />CN <br />cJ <br />LO <br />0 <br />LO <br />i <br />E <br />CL <br />Q <br />N <br />0 <br />d> <br />E <br />0 <br />i <br />a <br />E <br />0 <br />�o <br />0 <br />v <br />fZ <br />CN <br />LO <br />hs <br />0 <br />0 <br />0 <br />a <br />rh <br />0 <br />LO <br />ci <br />v <br />0 <br />d <br />0 <br />W <br />4 <br />m <br />-v <br />v <br />N <br />SIMPSON SIMPSON HGAMV <br />W/ <br />(4) 1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <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/S5 BACKNAIL w/ (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 1 O/S5 MAX 9„ <br />BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ 2 16d NAILS <br />UNSUPPORTED, () <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL <br />45'± <br />/ <br />45° ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO. <br />2x4 CRO <br />BRACE <br />SCHEDULE FOR <br />8" FROM <br />SHEATHING DETAIL <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH &NOTCH AT <br />' <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />(SEE TABLE BOTTOM CHORD ) <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 />FROM LEDGER TO <br />• <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />' <br />BLOCKING <br />' <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />ATTACHED W/ 10d <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 />' <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />10dX3" @ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM / <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od <br />2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />FROM RIDGE FASTENED AT <br />EA. END <br />/ / <br />/ <br />"L" BRACE TO EXTEND <br />EACH JOINT w/ (3)10d & (2)10d <br />(NOT REQ'D WHEN <br />/ <br />; <br />AT LEAST 90% OF WEB <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />\ <br />\ \ / <br />\���/ <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />GABLE TRUSS <br />SECTION FOR SIZE &SPACING) <br />2x4 PANEL BLOCKING <br />// \\ <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />// \ <br />(2)16d <br />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />/ <br />• <br />\\ NAILS <br />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />\\ <br />@ 6" O.C. EDGES AND 12" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />\\ <br />O.C. FIELD <br />• <br />\\ <br />\ <br />2 16d NAILS <br />() <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH <br />FASTEN WITH 10dx3" @ 4" O/C SPACED7WEEP SCREED 1/2' x 8 J BOLT 48 O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 T" ON TOP OF PANEL 1 Odx3" @ 4" O/C <br />@ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6 FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED <br />1 Odx1 1/2" NAILS AT EA. <br />& (4) 1/4"x21/4" TITEN @ 4'4" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB <br />E T I N 2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />10d NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. ��5� <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 />N <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />f <br />r <br />X-BRACING, AND TOP <br />� <br />co <br />"' <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />- <br />- <br />NOTES AND NAILING <br />INFORMATION <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />(2)16d NAILS <br />WOOD TRUSSES <br />00 <br />;0 <br />2"x4" 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 />& ( TOE <br />TRUSS SPANS <br />@ EA. END <br />NAILS @ EA <br />NA <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW <br />(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" O/C FOR THE <br />(2)16d NAILS <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(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 <br />FOR 3-PLY) <br />w/ (2)16d TOENAILS <br />I I I <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL <br />BLOCKING FASTEN WITH 2x4 BLOCKING W/ <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4110. CEIZI <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL :65SCALE: N.T.S <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />x @ SIMPSON SP2 w/ (12)10d <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) <br />16d PER SIDE <br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 <br />SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06,08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />—GABLE TRUSS <br />—1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />zna=r_C0NNECT10N <br />EXT. WALL CONN. a5 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS _L <br />NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS if 8 l SECTION Q <br />IINIMUM 2x <br />;ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />/- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIrT� <br />N. SEEM/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />12" <br />SH SCHEDULE <br />,TTACHMENT <br />i 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 ri 0 <br />SCALE: N.T.S. S5 <br />VVIY1 L "L l\II VIA <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SCALE: N.T.S. SCJ <br />-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM10KTA w/ (4) <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <br />0 <br />z <br />w <br />\-BRACING w/ (3)1 Od x 3" AT <br />EACH CONN. @ 24" O/C <br />-MOISTURE BARRIER <br />BOND BEAM <br />-MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L' BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - S-O" <br />3'-0" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2'W" 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 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS <br />^- ^ <br />GABLE END BRACING DETAIL SCALE:3/4"=T-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />bIMNSUN bP2 W/ (12) <br />10d NAILS AT EACH <br />STUD <br />END JACK <br />11'-0" MAX. <br />9�'f <br />0 <br />0: <br />CORNERJACK <br />0 <br />Y <br />d <br />Q <br />S <br />Cr <br />W <br />Z <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />ILI <br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />@ 16" O.C. MAX. FOR FIRST (4) <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 <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />SCALE: N.T.S. <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 />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />m <br />C <br />2 o <br />N <br />C V Cn <br />Q s> b cv <br />t <br />P Z.: <br />> 1= <br />s = <br />R m u� rs <br />.,� d <br />C, ._ <br />fn Q- .fl3 <br />C <br />�`• <br />�•; �C' h`Zb i <br />U 0. qq�q <br />Li <br />_Q <br />s T:is <br />F <br />F L0` <br />.•�'••.......••''•�. L <br />�� <br />I fF SSION������� <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W aE <br />a oS <br />o <br />V 6 S N co <br />0co <br />(0 <br />0 <br />M co # L <br />Q C J <br />0 o_ <br />J ` i�_ W W <br />-ern o <br />Z <br />r mo z <br />W <br />U) °. m <br />4' <br />Z NLO C0 Z d <br />N <br />ZOU <br />W ❑❑ <br />z N M <br />O <br />Z <br />N <br />� <br />n <br />to z_ <br />C� `o <br />� <br />V <br />0 w <br />Ln <br />]k <br />YZLn <br />U) <br />M <br />U 6 <br />LL' J <br />_ EE <br />o <br />r � <br />�0 <br />N 0 <br />0 <br />w <br />J <br />z <br />� <br />LL <br />CIS <br />y <br />Z j <br />m <br />aN <br />E 0 <br />wo <br />oa <br />CL <br />2 <br />.° <br />� <br />Q`o� <br />a <br />z <br />o <br />wo <br />�w <br />a Qoo <br />�xz <br />m� <br />z <br />m <br />ai 9 <br />� <br />,no <br /><� <br />Q � <br />w <br />1Z <br />a G <br />W <br />vi � <br />C- <br />co <br />LLa <br />LL <br />a� <br />cw <br />= <br />;w <br />as <br />;o <br />o <br />�< <br />a <br />°;� <br />0 O <br />ZO <br />= <br />ai <br />rn <br />m <br />m <br />c� <br />1 <br />W <br />L <br />T. <br />a <br />co <br />� <br />� <br />m2 <br />LO <br />~ <br />o <br />o <br />L0 <br />o N <br />T <br />T <br />Q NI, <br />LO <br />m <br />C7 <br />0 <br />Z <br />Z <br />i i Ln <br />E T <br />c <br />tl <br />U Q p <br />JOB <br />NO: 23-06114 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />