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BACKNAIL W/ (2) 16d NAILS <br />REFER TO DETAIL J SEESTRUCTURAL <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP NOTES AND NAILING <br />SCHEDULE FOR <br />CHORD BLOCKING <br />�D co ;0 SHEATHING DETAIL <br />INFORMATION <br />_11 2 2"x4" CROSS BRACE <br />� 1/4" <br />I � APPROX. 8" FROM <br />WOOD TRUSSES bo 00 <br />RIDGE FASTENED AT <br />2X4 RAT RUN BRACING EACH JOINT W/ (2) 0. <br />AT 24" O,C. ON TOP OF 10d & (2) 10d TOE <br />ivlj� <br />BOTT. CHORD FOR 4 NAILS @ EA. END <br />TRUSS SPANS <br />40� <br />ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING <br />@ 48" O/C FOR THE <br />AT EA. TRUSS JOINT <br />1 g2 <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS W/ (2) ROWS OF <br />FIRST (4) ROWS OF <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. <br />OIC W/ (2) 16d (D = 0.148", L = 3') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & <br />2X4 BLOCKING @ 24' <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED r <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 w/ (2) 16d TOENAILS <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />" <br />" <br />SIMPSON HlOAW/(18) SIMPSON SP4 w/ (6) 10d x <br />1 Od x 112" AT EA, -- 1 <br />12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS <br />OUTLOOKER <br />SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE <br />FOR SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />TOP CORD BLOCKING <br />FOR FIRST FOUR ROWS <br />24' <br />ELEVATIONS) <br />�tE <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />TOP PLATE <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) 1 Od & (2) 1 Od <br />EACH JOINT W/ (2) <br />TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />2xFRAME WALL (SEE WALL <br />NAILS @ EA. END <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />,,,-112" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12"O.C. FIELD <br />END TYP. TOP & <br />DqI I <br />(2) 16d NAILS <br />2x BLOCKING <br />BOTTOM ATTACHED <br />W/ (2)16d TOENAILS <br />2x4 PANEL BLOCKING o) a R,, <br />O.C. FOR THE FIRST (4) <br />ROWS OF TRUSSES FROM <br />2 4 "T" ON TOP OF PANEL <br />SIMPSON H10A w/ (18) <br />10d x 112" AT EA <br />OUTLOOKER <br />(2) 16d <br />NAILS <br />2x4 OUTLOOKER <br />@ 24" O/C <br />TOPCORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />MAX. EDGESOF <br />SHEATHING TYP. <br />AT LEAST 90% OF WEB <br />-1" BRACE TO EXTEND <br />LENGTH (SEE TABLE) <br />r--GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Old NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />3 <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />2� <br />MAX. <br />SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" <br />EA. END TYP. TOP & <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4) 114"x3" <br />BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SIMPSON SP2 w/ (12) 1 Od <br />16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. <br />2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD <br />DBL. TOP P TE <br />CHORD SLOPE OF ADJACENT <br />TRUSS) ?— <br />STUD WALL (SEE TY SEC <br />SECTION SECTION r4 <br />SCALE: N.T.S. SCALE: N.T.S. <br />1\15� <br />SIMPSON H1 OA w/ (18) <br />1 Od x 112" AT EA. 2x4 OUTLOOKER <br />OUTLOOKER @ 24" OIC <br />F <br />x TOPCORD <br />Nrl BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />EDGES OF <br />24" MAX. <br />SHEATHING TYP. <br />L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />/r-GABLE TRUSS <br />/ 1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />(2) 16d NAILS <br />W/ 1 Od NAILS @ 6" O.C. <br />O.C. FIELD <br />JACK TRUSS <br />/-SEE PLAN FOR <br />K r! <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 <br />DIA. x 7 <br />LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL-J L 2x4 BLOCKING W/ <br />BLOCKING, FASTEN WITH <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />EXT. WALL CONN. @ <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATI N <br />0 B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION <br />r9 <br />(0�8� <br />ADDITIONAL INFORMATION. SCALE: N.T.S. 5 <br />SCALE: N.T.S. S <br />C) <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD---�— <br />OR <br />BLOCKING F <br />FIRST FOUR <br />TOENAIL W/ (2) 16d NAILS <br />2"x4" OUTLOOKER <br />@ 24" O.C. <br />BACKNAIL W/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />SIMPSON H 1 OA w/ (18) BACKNAI L w/ (2) 16d NAILS <br />211x4" SEE STRUCTURAL NOTES - <br />1 Od x 112" AT EA. <br />OUTLOOKER OUTILOOKER AND NAILING SCHEDULE <br />@ 24" O.C. <br />FOR SHEATHING DETAIL <br />ROWSOF <br />45' 1 <br />24" MAX. <br />TOP CORD BLOCKING <br />45** <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />SIMPSON H 1 OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 1 Od 3" <br />EDGES OF 2x4 CRO S BRACE <br />F1 Od x 112" @EA. <br />1 (' <br />ROWS OF TRUSSES @ <br />AT 24"O/C. CMID HEIGHT <br />SHEATHING APPROX. 8" FROM <br />OUTLOO <br />OUTLOOKER <br />EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />K/E R <br />2X4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />:X4K <br />C. <br />@ V-0" O/C. <br />@ F_0�0? <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. <br />AB E TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL <br />112" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 1 Od <br />----FROM <br />LEDGER TO <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />ov <br />BLOCKING <br />ATTACHED W/ 10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />112" CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />OSB SHEATHING ATTACHED <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />wl 10d NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />2x4 "T" ON T6P OF PANEL BI OCKIKIG'�' <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />"J" <br />NOTCH 1" BRACE HERE <br />MOISTURE BARRIER <br />5/8" x 10" BOLT @ 48" O.C. <br />76'-0" <br />WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 wl (8) 1 Odxl 1/2" NAILS AT <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3116"x2" 0 PLATE WASHER <br />PSON HETA20 wl (8) <br />O.C. MAX W/ MIN, 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />I 0dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4) 1/4"X2 1/4' TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) W/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />WEB, USE MSTAM36 w/ (7) <br />1 Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />� �5 <br />SCALE: N.T.S. <br />TITEN ON OUTSIDE <br />SIMPSON HGAM1( <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <br />1/4"x2 3/4" <br />TITEN TO CMU <br />MINIMUM 2X <br />CROSS BRACING <br />LO <br />(SEE PLAN FOR <br />rl- <br />LO <br />LOCATIONS) <br />P, <br />31� <br />(2) 16d PER <br />JOINT <br />0 <br />3 CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 <br />�0_ <br />LO <br />CROSS BRACING DETAIL <br />00 12 <br />6 — <br />> 6.9 MAX. <br />E <br />0 <br />SCALE: N.T.S. S5 <br />S5 <br />2'x4" OUTLOOKER @ 24" <br />O.C. W/ (2) 1 Old PER JOINT <br />ILI 10dX3"O/C@_/j 2"x <br />TOENA 6"O/C <br />6d RU <br />W/ (2) 1 TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />GABLE TRUSS <br />1" BRACE W/ 1 Old @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />SCALE: N.T.S. <br />'-CONT. BEARING <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 />OVERLAP TRUSS BRACING <br />I`Kt-tNLflNttKtU—\ <br />WOOD TRUSSES <br />AT LEAST TWO TRUSS SPACES <br />6" OVERLAP <br />'-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />M <br />S5 <br />1" BRACE W1 10d @ 4' O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od <br />TOE NAILS AT EACH END @ <br />WOOD TRUSSES <br />24" OIC (TYP) <br />v 14 v W -1-, x 3" AT <br />N-BRACING W/ (3) 1 Od <br />EACH CONN. @ 24" O/C <br />SIMPSON HGAM1 OKTA W/ (4) MOISTURE BARRIER <br />1/4"X1 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" <br />\-BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <br />7�1:�ARCHITECTURAL FINISH <br />1] <br />EXT. WALL CONN. fi-b NON - LOAD <br />BEARING LOCATIOM (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />— <br />SCALE: N.T.S. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N. 0.) <br />1" BRACE <br />2"x6" (U,N.O,) <br />1" BRACE <br />24" <br />0'0" - T-O" <br />T-O" - 6'-0" <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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4-xT'SDS SCREWS <br />TO PLATES (TYP.) <br />-UU114 1. Dr-Mril NU <br />GABLE END BRACING DETAIL SCALE: 314'�--V-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />1 Od NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <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 1" BRACING DETAIL <br />SCALE: N.T.S. <br />2x4 "T"BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" 0. <br />TYPICAL <br />W' <br />:4� <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAIL//' 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C <br />GABLE TRUSS <br />4� TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T"' BRACE �- �7 <br />AS PER HIB 91 SCALE: N.T.S. <br />20'-0" MAX 20'-0" MAX <br />'WBRACE SEE DIET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. <br />2X4 BRACING Q 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 10d 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 />W/ DROP CEILING BRACING DETAIL <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 />01 <br />U) <br />Ln <br />LU <br />r-) <br />U <br />0 U-1 <br />V) C_� <br />V) <br />E <br />I ,, <br />CMN <br />E <br />8 <br />(D <br />tM M <br />C W C_) <br />FR -0 co <br />qj <br />O'c " <br />2 C> <br />2 <br />a) <br />= U_ 00 <br />t5 - co <br />0 2 li:�- <br />0 <br />Im <br />W ZP43 <br />Lo 0 <br />q. Q. <br />M < Ci <br />ALI <br />BID. <br />C14 <br />U) 8 10 <br />6:2 <br />Lu r'4 Z6 <br />_5 <br />la . CL-0 <br />U- 6 <br />LIA <br />10 z <br />� 0 <br />#A E <br />z M:9 <br />'.T< ;z <br />LL1 IR M <br />CD <br />U R <br />WWW.FDSE i.QQM. U <br />rp'o <br />1% <br />yv <br />< <br />e\e <br />LO <br />a <br />'ii�o F Ess� <br />"o' <br />�/ I I <br />To the best of the Engineers knowledge, !;formation and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />LE N NAR <br />4600 W Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />15 <br />OZ <br />0 <br />LU <br />z g <br />W � <br />00 <br />Z Lu <br />Uz <br />1z <br />0 Lu Z <br />O-W <br />Se <br />U w <br />co�i@ <br />8'L'U <br />co <br />zz <br />0 <br />U <br />> <br />F1111 <br />j <br />z <br />Z� <br />z <br />< <br />-�i: <br />LLJ <br />0 <br />M <br />� z< <br />z <br />U <br />9 <br />8� <br />- R ZO <br />89 <br />1'- se r- <br />U5 <br />< <br />Ln <br />L= <br />z <br />LU <br />< <br />l'- <br />0 <br />Z <br />Z <br />-0 <br />2, 20: <br />LU <br />Ln <br />L�j <br />�'c Lou <br />;5 <br />8 <br />LU 0 <br />00 <br />< <br />z <br />z <br /><0 <br />N z <br />L? <br />z <br />LQ 0 <br />z <br />R <br />0 <br />00 <br />LU <br />3: <br />z <br />ul <br />rn <br />__1 <br />.0- <br />U1) <br />SCALE AS NOTED <br />DATE 3/29/2018 <br />TECH: MJAMES <br />VERSION NO, 5ol <br />SHEET NO. <br />S5 <br />