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SEE STRUCTURAL NOTES 5ACKNAIL W1 (2) 1(od NAILS SEE STRUCTURAL NOTES 5ACKNAIL W1 (2) I(od NAILS
<br />AND NAILING SCHEDULE FO =D 2x4 OUTLOOKER 6 24'
<br />SHEATHING DETAIL 5P RTI&A OR EQUAL 2x4 AND NAILING 5C - 'L�
<br />U 6 EA. OUTLOOKER7 OUT OOKER FOR SHEATHING HIDETAILZ L O.C. (OPTIONAL - SEE BACKNAIL W1 2x4 OUTLOOKER REFER TO SECTION J ON
<br />x ' N 6 24' O.C. ELEVATIONS) SEE STRUCTURAL F(2) I(od NAILS 24' O,C. SHEET 55 FOR X-5RACING
<br />TOP CORD 45'± 2X4 CONTV BRACE x NOTES AND NAILING A _F TOP CORD INFORMATION
<br />//-;ASTENE:) W/ (2) 10d TOP CORD 5L66KiNG USP RTI&A OR EQUAL SCHEDULE FOR BLOCKING FOR
<br />BLOCKING FO 31-a 24'O.C.. C:MID FOR FIRST FOUR ROWS 24' MAX, 6 EA. OUTLOOKER SHEATHING DETAIL USP RTI&A OR FIRST FOUR ROWS
<br />OF
<br />AX.
<br />ACAL
<br />FIRST FOUR ROWS OF TRUSSES EDGES EQUAL a EA. OF TRUSSES
<br />TRU55E5 -a EDGES HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 CRO55 BRACE OUTLOOKER L ;4' MAX. EDGES OF U5P PGAM10 W1 (4 -WOOD TRU56ES
<br />OF SHEATHING TYP. �2x& 5rP*2 V BRACE TO APPROX. 8' FROM 7
<br />EXTEND e LEAST 9051. 2x4 GRO65 BRACE APPROX. RIDGE FASTENED AT SHEATHING TYP. I/4'xI-3/4WEDGE
<br />a V-01 O.G_ U5P a, FROM RIDGE FASTENED AT L 5 CE TO EXTEND BOLTS 4 (4) 5DS --2x4 RAT RUN
<br />2x4 CROSS BRACE - OF WEB LENGTH 4 6PT4 EA. EACH JOINT W1 (2) 106 4 (2) EACH JOINT W/ (2) AT LEAST 90% OF WEB 1/4' x 1 1/2' SCREWS BRACING AT 24'
<br />APPROX. a, FROM NOTCH,@ 50TTOM STUD Iod TOE NAIL5,s EA. END 10d 4 (2) 10d TOE LENGTH (SEE TABLE) O.C. ON TOP OF
<br />RIDGE FA5TENED AT CHORD (SEE TABLE) NAILS -a EA. END r-GA5LE TRUSS BOTT. CHORD
<br />EACH JOINT W/ (2) 111"5P RT3A WITH 8-5d 2X& FRAMED WALL - SEE
<br />10d 4 (2)10d TOE FROM LEDGER TP ALL SECTION FOR SPACING 2x4 PANEL 5LOCKIN 1/2' CDX PLYWOOD OR FOR 4 TRUSS
<br />NAILS o EA. ENID py BLOCKING 6 48' O.C. FOR THE /-i/i( , I osp SHEATHING SPANS ATTACHED
<br />2X4 STICK LUMBER "'GYP5UM WALL BOARD -1/2' CDX PLYWOOD OR 1116' FIRST (4) ROWS OF ATTACHED W1 10d NAILS W1 2 - l(od AT EA.
<br />24" O.0 MAX GABLE TRUSS 055 SHEATHING ATTACHED TRUSSES FROM EA, 6 (o' O.C, EDGES AND 12' TRUSS JOINT
<br />IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING a 481 O.C. FOP, THE FIRST �'_I/2' CDX PLYWOOD OR W1 10d NAILS 6 (o' O.C. EDGES ENID TYP. TOP 4 O.C. FIELD
<br />(see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. ENID TYP. AND 12' O.C. FIELD (2) I(od NAILS
<br />111(o' 0.55 SHEATHING 50TTOM ATTACHED 2x4 BLOCKING 6 24'
<br />BOTTOM CORD ATTACHED W1 (2) 16-d TOENAILS ATTACHED W1 106 (2) 1( d NAILS W1 (2) 16-d TOENAILS 2x4 IT' ON TOP OF PANEL
<br />O.C. W1 2 - I(od 2x4 IT" BLOCKING
<br />2x4 LEDGER (MATCH BOTTOM CHORD L NAILS 6 (o' O.C. EDGES 2x4 PANEL 5LOCKING,@ 48'� 2X4 BLOCKING J DQ I BLOCKING, FASTEN WITH 5/6' OR 1/2' HIGH STRr:7NGTW TOENAILS 6 EA. END
<br />SLOPE OF ADJACENT SC155OR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS I I0dx3' e 4' O.C. CEILING 50ARD PER CODE 2x4 5LOCKING
<br />h 2'x(o' P.T. 51LL*�� NOTCH 'L'5RACE PERE OF TRU55ES FROM EA. ENID A- _�2x4 IT' ON TOP OF PANEL 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD `� W1 13/8' DRYWALL NAILS OR MASONRY WALL a 48' O.C.
<br />5/8'x 10' 'J'50LT -0 401 O.C;__z TYP. TOP 4 50TTOM ATTACHED 15LOCKING, FASTEN WITH PER CODE FASTENED WITH 5d COOLER NAILS \-U5P HGAIO 6 3( 1 DRYWALL SCREWS 1' O.C. I(od NAIL
<br />WEEP SCREED INSTALLED W1 (2) 16-6 TOENAILS 10clx3' -0 4'O.C. OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C' CEILING 4 0' O.C. LUALLS ARCH ITECTURAL FIN15H ILI 5RAICE
<br />USP HTA20 OR EQ. 'S &'-0' O.C. TYPICAL. PER MANUP. 4 FRC WITH A5TM C1002 FOR FIRST V-0' FROM END D15L. TOP It5TUD WALL ATTACHEED W1 fl
<br />ALTERNATE U5P L5TAI05TRAIGHT STRAP 'a 4�-O' - SECTION R103.1.2.1 5/0' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH 50TTOM WALL 6 4' O.C. TYPICAL PLATE (SEE TYP. SEC.) 106 NAILS a 41 -
<br />O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRU55 MOISTURE BARRIER CEILING 5OAF;ZID PER CODE CHORD SLOPE OF ADJACENT O.C. TYPICAL
<br />DROPPED FLAT TOPS OF W11 - I0dxI 1/2' AND TO MASONRY W1 (3) 3/1(ox 2 1/4' FA5TENEDWITH 86 COOLER NAILS TRUSS) USP 5FT24 6 EACH STUD EXT. LUALL CONN. 6 NON -LOAD —74
<br />OR 1 1/4' LONG DRYWALL SCREWS GA5LE TRU68 E5j
<br />HIPS FOR FRAMING TAPCON5. COMPLYING WITH A5TM C1002 POP, 5EC;TION
<br />(GIRDER NOT DROPPED) SECTION FIRST V-0' FROM END WALL 9 4' 5fz-CT ION 5EARING LOCATION ]DOUBLE 'Ll' 5RAGING DETAIL
<br />SCALE: N.T.S. O.C. TYPICAL SCALE. N.T.S. SCALE: N-T.S. SEE TYP. WALL SECTION FOR SCALE- 3/4' = V-0 6C:ALr=: N T 6 6E,
<br />DROP kf= DET,41L ADDITIONAL INFORMATION. ��F�p
<br />SEE STRUCTURAL NOTES AND NAILING �TOENAIL W1 (2) I(od NAILS 20'-01 MAX 20'-0' M,4X
<br />SCHEDULE FOR SHEATHING DETAIL ]w 5RAcE SEE IDET. J/55 I [CHORD BRACING 2X4 MIN. 2x4 IT" IBLOCKING
<br />x x F TOE NAILS 6 EACH END 6
<br />TOP CORD RUS5E6
<br />BLOCKING FOR 2x4 OUTLOOKER WOOD T 24' O.C. (TYP)
<br />45'±
<br />2 4' MAX, 24' O.C.
<br />FIRST FOUR ROWS U5P RTI&A OR EQUAL 6 EA.
<br />OF TRUSSES -a x x
<br />EDGES OF 2x4 CRO55 55ZACE OUTLOOKER
<br />SHEATHING APPROX. 0' FROM L' BRACE TO EXTEND AT LEAST
<br />RIDGE FASTENED AT /-'
<br />TYPICAL EACH JOINT W/ (2) 106 90% OF WEB LENGTH (SEE TABLE)
<br />L 21, 4 (2)10cl TOE NAILS -9 G 13 65
<br />_VA- EA. END 1 1/2' CDX PLYWOOD OR 1116' 055 0
<br />2x(o P.T. SHEATHING ATTACHED W1 10d z
<br />TRU56 VERT. WEB— SILL NAILS 6 (o' O.C. EDGES AND 12'
<br />5PACED 6 40' O.c;. M�x
<br />I I O.C. FIELD BRACING WI(3) 10d x 3'
<br />(2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x (o' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING -8 4a' O.C. FOR THE FIRST 10dX3' 6 3' O.C. THROUGH CHORD EACH CONN. a 24' O.C.
<br />-;GERED 10d COMMON WIRE NAILS
<br />(�F 6TAC OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-0' OF ENE) WALL FROM EA. END TYP. BOTTOM INTO 2x(o' P.T. PLATE AMIO WK4)-I14'x1-314'
<br />(D = 0.148', L = 3') OR EQUAL (D = 0.201', L = 4 1/2') OR EQUAL NAILS (D = 0.201', L = 4 1/2') OR \-MO15TURE BARRIER
<br />EQUAL CORD ATTACHED W/ (2) 16-d TOENAILS WEEP 6CREED INSTALLED PER WEDGE BOLTS 4 (4) SIDS 1/4'
<br />NOTES: I I z_/_' / / I I MANUF. 4 FRC SECTION R103.1.2.1 x 1 1/2' SCREWS \_50ND 5EAM
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x E, 1/2' LAG SCREWS OR EQUAL Ni N I =
<br />SIDES OF THE COLUMN (SPACE AS SHOWN FOP, 3-PLY) m 11 MOISTURE BARRIER '�'�MABONRY WALL
<br />2x4 IT' ON TOP OF PANEL 15LOCKING,-�'
<br />2x4 5LOCKING---.
<br />x a 45' O.C. -166 NAIL
<br />"Ll' 5PACr= -
<br />ATTAcHr=D IL/
<br />106 NAILS .4.
<br />O.C. TYf=ICAL i><
<br />GAIBLE TRUSS WE5 J
<br />.5INGLE V 5RAC;ING DETAIL
<br />,SCALE. N.T.6.
<br />x C
<br />DIAPHRAGM
<br />BLOCKING e
<br />48' O.C. TRUSS
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' D[A. x I' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' -m 4' O.C. U5P HTA20 a EA. TRUSS '**�ARCWITECTURAL FINISH NOTE: — — — — Tf;ZU55 VERTICAL
<br />THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/a' OR 1/2' CEILING DEN5E GYPSUM WALL BOARD FASTENED WITH ad VERT. WEB (24' O.C. MAX.) 1) SEE TRU65 MANUFACTURER'S TRUSS ENGINEERING /TOP 4 50TTOM CHORE) GABLE I I I
<br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH A5TM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING ENE) BRACING 19 4'-0' O.C. MAX. (2) 2xO V BRACE
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W1 (2) (o) REFER TO ND6 SECTION 153 FOR ADDITIONAL INFORMATION C1002 FOR FIRST V-0' FROM ENID WALL 6 4' O.C. TYPICAL M155EID VERTICAL WE13i USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3)
<br />I(od COMMON NAILS. (ONE INTO EACH OUT511DE FACE 5/E3'x 10' 'J'5OLI O.0 SIMPSON MSTAM36 ON OUT511DE 2) IT' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT I(od PER 51DE
<br />OF 5.U.C, SAME NUMBER OF ROWS, -SAME SPACING) -tv 3 EXT. WALL CONN. e NON - LOAD BRACING OF WEB MEM5ER5 PROVIDED IT EXTENDS OVER AT LEAST e0l/. OF THE LLIE5
<br />SECTION MINIMUM (o'FROM PLATE .11 ICE�\ 5EARING LOCATION (UNEVEN CL.G.) 5C; 155OR GA5LE 'T' 5RAGE
<br />TYFICAL NAILING SCHE�)ULES FOR 5UILT-UP COLUMN5 SCALE; N.T.5. W1 3/1(o'x2'0 PLATE WASHER fREaUlf;RED MINIMUM PERMANENT TfRU55 5fRACING PLAN AS FEF, H15 '31 SCALE- N.T.5. \"5
<br />SCALE: N.T.6. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BC51 2013 EDITION SCALE. N.T.5.
<br />ADDITIONAL INFORMATION.
<br />2x4 OUTLOOKER 6 24' 5CI56OR TRUSS
<br />uu/ k4/ 1v_"u r-�_-N L�11'4 I
<br />TOP CHORD BLOCKING FOR 15T—
<br />MINIMUM 2x FOUR ROWS OF TRUSSES, USING
<br />CRO55 BRACING (2) I(od TOE NAILS 6 EA. ENID
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />I0dx3' o.,.7 IRS
<br />(2) I(od PER Q (01 O.C.
<br />JOINT TYPICAL
<br />It 12" MAX.
<br />f5f;;�,4CING fPfz-0UIfRfz-t'�ENT5
<br />STUD
<br />SPACING
<br />NO
<br />V BRACE
<br />(1) 2x4 (UN.O.)
<br />V BRACE
<br />2'x(o' (UN.O.)
<br />V BRACE
<br />24'
<br />0101-31-01
<br />31-01-(l
<br />0-01
<br />(o'-O' 4 GREATER
<br />6CI550F, G,45LE - (1) 2x& 02 5.F.F. 9 EACH VEIRTICAL 4NID
<br />(2) 2x,5 FULL HEIGHT a DIAFRR,4G�l 5LOCKING
<br />9,.(B MAX.
<br />OVEfRLAP TIRUSS BRACING
<br />PRE -ENGINEERED
<br />WOOD TRUSSES AT LEAST TWO TRU66 SPACES ovERL 2X4 BRACING 6 48' O.C. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W1
<br />2-10d -9 EA. TRUSS (NOTE: BRACING
<br />MAY BE PLACED ON EITHER TOP
<br />OR 50TTOM OF THE 50TTOM CORD)
<br />TINUOU5 50TTOM CORD BRACING 2x4 MIN.
<br />NOTE;
<br />\-MINIMUM
<br />ALTERNATE NON-DROF
<br />1) "L" 5RACE MU5T EXTENE) AT LEA5T c3O% OF WEE3 LENGTH EXCEPT, 8CI56OR
<br />MINIMUM (2) 1(od PER JOINT 2x4 TRU55 BRACING
<br />"\\-CO5METIC
<br />GA5LE WHICH fREQUIfRES 5RACE TO EXTENE) FULL HEIGHT OF GAaLE.
<br />QRC_),5,5 5iR,4CING;
<br />G,45LE END DETAiL
<br />2) "L" 5RACE TO 5E FASTENEID TO GA5LE STUD WITH 10clx3" NAILS a 4" O.C_
<br />TIRU3a 5fR,4CING; 0VEFL,4F QET,41L
<br />DROP CEILING FRAMING
<br />,SCALE: N.T.6.
<br />SCALE; N.T.5.
<br />SCALE. N.T.6.
<br />6CI55OR TIRU56
<br />111 DIROF CEILING 5RACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NT5
<br />GABLE TRU55
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />END JACK
<br />'L'5RACE W1 10d 6 4'0.C.
<br />12
<br />3
<br />12
<br />(SEE SCHEDULE FOP, SIZE
<br />(0.13 MAX
<br />]1'-0' MAX,
<br />.55
<br />12
<br />(0.9 MAX.
<br />AND LOCATION)
<br />'L'5RACE W/ lod a 4'0.C.
<br />— OU5LE TOP PLATE
<br />MAX.
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />L/
<br />2X4 LEDGER
<br />A5LE TRLISS
<br />CORNER JACK
<br />USP L-STA 18
<br />CL <
<br />85
<br />I
<br />F4 73
<br />JEL IFT
<br />C0NNECTION5
<br />D5L. TOP PLATE \—STUDS
<br />H I F F IRAtl
<br />I N(fi
<br />L-6TUDS 6 16' O.C.
<br />\-CONT. AEARING
<br />6 IVO.C. USP 5FDT24
<br />ONT. 5EARING 1.15P HGAIO (TYP.)
<br />UJOCID FRAMED G,45LE ENE) 5RACING DETAIL
<br />UBE U5P WTA20 (OR EQUAL) CONNECTORS 6 MASONRY
<br />OR U5F RT16A (OR EQUAL) CONNECTORS 6 FRAME
<br />WALLS 4 LISP RTI e HIP JACK To FRAME WALLS
<br />G;,45LE END 5F,,4CING EDET,41L
<br />6 EACH STUD
<br />C:sA5LE END 5fRAGIN(:� DET,41L SCALE. 3/4'4-0'
<br />MEAN WALL HEIGHT UP TO 30'-0' - 5EE,5TRUCTURAL NOTES FOR WIND SPEED 5PECIFICATION
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE.- N.T.S.
<br />NOTES FOR WIND SPEED SPECIFICATION
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE.- N.T.5.
<br />DANSCO
<br />ENGINEERING, ILLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoenginee(ing.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT= ±0.1 8) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFFERTHE DATE IT IS SIGNEDAND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />020 9 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />15
<br />REPRODUCED IN ANY MANNER WITHOUT WRFITEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 - THESE DRAWINGS AND DESIGNS ARETHE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, U.0 AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09A9
<br />1.02 ROOF UNDERILAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTI
<br />CROSS-REFERENCE TABLE
<br />VERSI' Otv 1'93�' 1.19
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<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />HEET INFORMATION:
<br />JOB NO.: 390221
<br />LF
<br />REVIEWED BY: TH
<br />S5
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