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3 <br />0 <br />rn <br />I <br />LO <br />CIO <br />LID <br />N <br />= <br />0 <br />0 <br />J <br />to <br />LO <br />un <br />I <br />rn <br />3 <br />rn <br />N <br />S <br />Ev <br />C <br />N <br />0 <br />0 <br />�I <br />i <br />U <br />i <br />z <br />Y <br />J <br />rn <br />N <br />s <br />a <br />N <br />O\O <br />00 <br />0 <br />SIMPSON HGAMV <br />W/ <br />(4)1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <br />1/4"x2 3/4" <br />TITEN TO CMU <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ <br />TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ 18 (6)10d x <br />NAILING SCHEDULE FOR ( ) " " 10d x 1 12" AT EA. �� <br />SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />1. OUTLOOKER OUTLOOKER SPA FOR 2 6 WALL USE 1 " <br />I@ <br />TOP CHORD <br />24 O.C. <br />NAILING SCHEDULE FOR OU I LOOKER <br />AND NAILING SCHEDULE <br />@ 24" O.C. FOR SHEATHING DETAIL <br />SHEATHING DETAIL <br />BLOCKING FOR <br />• <br />74 <br />FIRST FOUR <br />ROWS OF <br />45° t <br />24" MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT'L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CROSSBRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />A <br />AT LEAST 90 /o OF WEB <br />@ 8'-0" O/C <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <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 />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />• <br />SILL <br />1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />; <br />� <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />ATTACHED W/ 10d <br />EA. END <br />; <br />NAILS 6" O.C. EDGES <br />@ <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 />„ <br />10dX3 @ 3 O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />OSB SHEATHING ATTACHED <br />"T" <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />ROWS OF TRUSSES FRO <br />@ 48" O.C. <br />4 <br />MOISTURE BARRIER <br />" i� " <br />5/8 x 10 J BOLT @ 48 O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -11: <br />MOISTURE BARRIER <br />10dxl 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 SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4)1l4"x21/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2)1Ad NAILS <br />2) <br />A <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL <br />NOTES Od x 1 12 AT EA. <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />FOR SHEATHIN <br />DETAIL <br />2x4 OUTLOOKER <br />@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />O.C. (OPTIONAL -SEE <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />LE TOP PLATE <br />r <br />OF TRUSSES @ <br />OSS BRACE APPROX. 8"APPROX. <br />2"x4"CROSS BRACE <br />24" MAX <br />OING <br />RIDGE FASTENED AT <br />8" FROM <br />SHEATHEDGES <br />TYP. <br />EACH JOINT W/ (2)10d & (2) l Od <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />LNAILS <br />f- <br />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />I <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />48" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M <br />2x4 'T" ON TOP OF PANEL <br />10dx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SIMPSON <br />HGAI OKT w/ (4)1/4"x1 1/2" <br />10dx3" @ 4" O/C <br />SDS SCREWS <br />SDS SCREWS <br />TO TRUSS & (4)1/4"x3" <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)10d <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />N <br />r � <br />N <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />10d x 1 12" AT EA. <br />OUTLOOKER <br />2x4 OUTLOOKER <br />@ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />INFORMATION <br />`° ao °° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 1 1/ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />WOOD TRUSSES <br />00 00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />-2x4 RAT RUN BRACING <br />—1]12' 1 12" ` <br />EACH JOINT W/ (2) <br />0 <br />AT LEAST 90% OF WEB <br />AT 24 O.C. ON TOP OF <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />NAILS @ EA. END <br />GABLE TRUSS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />O/C wl (2)16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />CCONNECTION <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) �{ <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 2x4 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS <br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION 9 <br />ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. S5 <br />S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />91NIMUM 2x OVERLAP TRUSS BRACING <br />;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />5EE PLAN FOR WOOD TRUSSES <br />OCATIONS) 1063" O/C 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL K"_J� <br />SCALE: N.T.S. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING <br />SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M <br />1 GABLE TRUSS <br />5'S <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />°. � •all � - . . -II � a-° `II°.• a _� Ji- \• � � � . II ° �-a - � • � - •� � � . °. �I.: ,a 11°•• � �• �"• . ��_ ,�°� <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. \, S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />a <br />a <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />Z <br />w <br />BRACING w/ (3)10d x 3" AT LL <br />• EACH CONN. @ 24" 0/C <br />SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <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 @ 4" O.C� <br />TYPICAL <br />GABLE TRUSS WEB --/ <br />SINGLE 1" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE -� <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE �7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />�IIINII�I <br />I,��■II <br />II <br />I� <br />�lallll <br />��illll <br />�I <br />VIA <br />ARCHITECTURAL FINISH NOTE: <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 />74" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - X-0" <br />T-0" - 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) "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 1063" NAILS @ 4" 0/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"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />GABLE TRUSS <br />`STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-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 />E <br />S5 <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) 7' 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 />W/ DROP CEILING BRACING DETAIL <br />a <br />I <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 @ 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 />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 />O u <br />O <br />z_o <br />z�z <br />n <br />U) z <br />V) (D <br />w <br />f� o <br />°p W <br />�N <br />f>3 U <br />o0 <br />m <br />w QE <br />_ <br />~ " <br />ap>� M <br />C f0 M <br />U <br />o <br />00 <br />co <br />Ci <br />Al I <br />IBID. <br />=�Jl <br />.N.. N <br />00 <br />W i <br />Z_ <br />�� w/ II• ... M T C ,� <br />� O W <br />ii � j lJi vj <br />LL <br />W <br />3 <br />Z <br />0 o <br />HET,, <br />m <br />Z y2 E TIg a � <br />LL01 <br />NJ d <br />W GCOM, <br />T. o, <br />° <br />rL �'• <br />, <br />f f`//1111II i 11111 1\1\ <br />To the best of the Engineers knowledge, information 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 />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />za <br />f� <br />ix <br />�z <br />0 <br />U 2 <br />Z <br />J <br />m <br />08 N � � <br />L <br />w0 <br />c <br />Q <br />�3 <br />oU <br />N <br />"a <br />w <br />w <br />_ <br />r� <br />0 <br />Z <br />L <br />$oo <br />8-11 <br />Q <br />Uo� <br />ij <br />N <br />N <br />Ic <br />51a� <br />< <br />a <br />z <br />W <br />LJJ <br />di <br />� <br />ZS <br />¢ z <br />be � a <br />uj <br />l0 <br />Z <br />O <br />on <br />Z <br />g <br />= <br />f <br />,-a <br />0- <br />cn <br />a <br />SCALE : AS NOTED <br />DATE : 8/8/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />S5 <br />