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SEE STRUCTURAL NOTES BACKNAIL W/ (2) I(od NAILS
<br />AN NAILING SCHEDULE FOR SEE STRUCTURAL NOTES BACKNAIL W/ (2)16d NAILS
<br />D L ED LE R USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 24'
<br />SHEATHING DETAIL 2x4
<br />A. OUTLOOKER
<br />E L OKER 2x4 OUt O
<br />FOR SHEATHING DETAIL L OKER R E -
<br />O.C. (OPTIONAL SEE BACKNAIL W/ REFER t0 SECTION J ON
<br />OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS G 24' O.C. SHEET S5 F
<br />6 24 O.G.
<br />EE OR X-BRACING
<br />2X4 GONT RACE
<br />NOTES AND NAILING TOP CORD INFORMATION
<br />TOP CORD 45 L B TOP CORD BLOCKING USP RT16A OR EQUAL SCHEDULE FOR BLOCKING FOR
<br />BLOCKING FOR FASTENED W/ (2) ISd FOR FIRST FOUR ROWS 24'MAX, m EA. OUTLOOKER SHEATHING DETAIL USP RT16A OR FIRST FOUR ROWS
<br />3'6 24' O.C- CMID 6 EQUAL Q EA, Of: SS S a FIRST FOUR ROWS OF OF TRUSSES EDGES RU E �
<br />TRUSSES m EDGES HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GROSS BRACE OUTLOOKER 4' MAX. EDGES OF USP HGAM10 W/ l4 , � WOOD TRUSSES
<br />OF SHEATHING TYP. 2X4 KICKER 2x8 SYP*2 ILI BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM
<br />SHEATHING TYP. 1/4'xl-3/4' WEDGE �
<br />9 8'-0' O.G- EXTEND 0 LEAST 90�o USP S' FROM RIDGE FASTENED AT RIDGE FASTENED AT 'L' BRACE TO EXTEND �/
<br />2x4 CRO55 BRACE I OF WEB LENGTH 4 5PT4 EA. EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ (2) I AT LEAST 909- OF WEB BOLTS 4 ' S RE 2x4 RAN RUN
<br />APPROX. 8' FROM NOTCH a BOTTOM 10d 4 (2) 10d TOE I 114 x 1 1/2 SCREWS / BRACING At 24
<br />RIDGE FASTENED AT I CHORD (SEE CABLE) STUD 10d TOE NAILS � EA. END LENGTH (SEE CABLE) i � O.G. ON COP OF
<br />2X6 FRAMED WALL -SEE NAILS a EA. END /
<br />EACH JOINT W/ (2) USP RT3A WITH 8-Sd ABLE TRUSS BOTH. CHORD
<br />WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I 1/2' CDX PLYWOOD OR FOR 4 TRUSS
<br />ISd 4 (2)10d TOE - . ; FROM LEDGER TP m 45' O.C. FOR THE I 1/16' 055 SHEATHING SPANS ATTACHED
<br />NAILS ,@ EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/1(o' FIRST (4) ROWS OF ATTACHED W/ ISd NAILS -- -- W/ 2 - 16d AT EA.
<br />2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS 055 SHEATHING ATTACHED I m 6' O.C. EDGES AND 12' TRJ55 JOINT
<br />24" O.0 MAX TRUSSES FROM EA.
<br />IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING a 45' O.C. FOR THE FIRST I W/ 10d NAILS m 6' O.C. EDGES I O.C. FIELD
<br />I/2 CDX PLYWOOD OR END TYP. COP 4
<br />(see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRU55E5 FROM EA. END TYP. � -- AND 12' O.G. FIELD I (2) I(od NAILS
<br />BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS I 1/16 OSB SHEATHING -- BOTTOM ATTACHED , , 2x4 BLOCKING 6 24'
<br />ATTACHED W/ ISd (2J 16d NAILS W/ (2)16-d TOENAILS 2x4 T ON TOP OF PANEL O.G. W/ 2 - lbd 2x4 IT' BLOCKING
<br />2x4 LEDGER (MATCH BOTTOM CHORD NAILS 9 (o' O.C. EDGES 2x4 PANEL BLOCKING 0 48' 2x4 BLOCKING I I I BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH TOENAILS � EA. END
<br />SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' a 4' O.G. CEILING BOARD PER CODE 2x4 BLOCKING
<br />2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 IT' ON TOP OF PANEL 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR MASONRY WALL m 48' O.G.
<br />5/8' x 10' 'J' BOLT 9 48' O.C. TYP. TOP 4 BOTTOM ATTACHED BLOCKING FASTEN WITH PER CODE FASTENED WITH ad COOLER NAILS 5P HGA10 IV36 DRYWALL SCREWS 1' O.C. 166 NAIL
<br />WEEP SCREED INSTALLED W/ (2) I(o-d TOENAILS 10dx3' m 4' O.C. OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 8' O.C. WALLS ARCHITECTURAL FINISH !L1 BRACE
<br />USP HTA20 OR EQ. 6'-0' O.G. TYPICAL. PER MANUF. 4 FRC WITH ASTM C1002 FOR FIRST 6-0' FROM END DBL. TOP STUD WALL ATTACHED W1
<br />ALTERNATE USP L5TA18 STRAIGHT STRAP m 4'-0' SECTION R103.12,1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL ,v 4' O.C. TYPICAL PLATE 106 NAILS m 4'
<br />(SEE TYP. SEC.)
<br />O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.G. TYPICAL
<br />W/1-10dxI 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' FA5TENEDWITH ad COOLER NAILS TRU55) USP 5PT24 t1 EACH STUD EXT. WALL CONN. '@ NON -LOAD
<br />DROPPED FLAT TOPS OF
<br />HIPS FOR FRAMING tAPGONS. f OR 1 1/4' LONG DRYWALL SCREWS CxABLE TRUSS WEB
<br />(GIRDER NOT DROPPED) 5 CT I O� `� 2 COMPLYING WITH ASTM C1002 FOR SECTIONS 3 SECTION 5EARING LOCATION I� p����� "�" �R,4CINC DE ,41L
<br />FIRST 8'-O' FROM END WALL 0 4' SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: 3/4' -- 1'-0' S
<br />DROP HIP DETAIL. SCALE: N.T.S. 5� O.C. TYPICAL 5� `�� ADDITIONAL INFORMATION. `�� SCALE: N.T.S. S5
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS 20'-O" MAX 20'-O' MAX
<br />SCHEDULE FOR SHEATHING DETAIL 'X' BRACE SEE DEC. J/5� CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 IT' BLOCKING
<br />Sd 6 O.C, 2 x 4 BLOCKING W/(9)10d
<br />TOP CORD WOOD TRUSSES TOE NAILS EACH END
<br />BLOCKING FOR 45` t 24" MAX. 2x4 OUTLOOKER 6 24' O.C. (TYP)
<br />FIRST FOUR ROWS 24 O.G.
<br />OF TRUSSES tv I USP RTIOKER R EQUAL 9 EA.
<br />s •11 I I EDGES OF 2x4 CROSS BRACE
<br />2 2z 12 SHEATHING APPROX. 8' FROM
<br />RIDGE FASTENED AT I 'L' BRACE TO EXTEND AT LEAST
<br />TYPICAL EACH JOINT W/ (2) 10d 9096 OF WEB LENGTH (SEE TABLE)
<br />12 12 x 4 (2)I0d TOE NAILS I GABLE tRU55
<br />EA. END I I 1/2' COX PLYWOOD OR 1/16' 055
<br />2x6 P.T. SHEATHING ATTACHED W/ 10d
<br />TRUSS YERN. WEB SILL i NAIL5 m 6' O.C. EDGES AND 12'
<br />SPACED 48' O.C. 11, ) y-V X. O.C. FIELD BRACING W/(3)10d x 3' _
<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 2x4 PANEL BLOCKING 9 48' O.G. FOR THE FIRST I 9 EACH CONN. ,@ 24'O.C.
<br />6-0'OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 10dX3 g 3 O.G. THROUGH CHORD
<br />' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x6' P.T. PLATE USP HGAM10 W/(4)-1/4'xl-3/4'
<br />(D = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 i/2'J OR EQUAL NAILS (D = 0201', L = 4 1/2') OR MOISTURE BARRIER
<br />EQUAL CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SD5 1/4'
<br />NOTES: _ MANUF. 4 FRG SECTION R103.12.1 x 1 1/2' SCREWS BOND BEAM
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL -
<br />SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
<br />MOISTURE BARRIER MASONRY WALL
<br />2x4 'T' ON COP OF PANEL BLOCKING, V.
<br />2x4 BLOCKING
<br />� 48" O.C.
<br />q 'L' BRACE 16d NAIL
<br />ATTACHED W1
<br />10d NAILS e 4"
<br />O.G. TYPICAL
<br />GABLE TRUSS WEE3
<br />SINGLE "L" BRACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING �
<br />48' O.C. _ _ ABLE TRUSS
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' a 4' O.C. USP WTA20 a EA. TRUSS ARCHITECTURAL FINISH NOTE: — — — — TRUSS VERTICAL
<br />THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d JVERT. WEB (24' O.G. MAX.) U SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING COP 4 BOTTOM CHORD GABLE
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING s 4'-0' O.G. MAX (2) 2x8 'L' BRACE
<br />16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE C1002 FOR FIRST 8'-0' FROM END WALL * 4' O.G. TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3)
<br />5/6'x 10' 'J' BOLT a 32' O.G. 91 SIMPSON MSTAM36 ON OUTSIDE 2) IT' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 1(od PER SIDE
<br />OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) I 5 C T I O Iy MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. e NON - LOAD BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST % OF THE WEB. 5GI56OR GABLE "T" BRACE
<br />TYPICAL NAILING SCNEDULE5 FOR 5UILT-UP COLUMN5 g I W/ 3/16'x2'0 PLATE WASHER 5E>4RINC� LOCATION (UNEVEN CLC�.)rE REQUIRED MINIMUM PERMANENT TRUSS SR�4CINCx PLANL �
<br />5 SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER 5C51 2013 EDITION SCALE: N.T.S. S5
<br />SCALE: N.T.S. SJ" ADDITIONAL INFORMATION. SJ SJ
<br />2x4 OUTLOOKER i 24' SCISSOR TRUSS
<br />O.C. W/ l2) 10d PER JOINT
<br />TOP CHORD BLOCKING FOR 1ST
<br />MINIMUM 2x FOUR ROWS OF TRUSSES, USING
<br />CROSS BRACING (2)16d TOE NAILS 9 EA. END
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />10dx3' O.C. 2x4 ERS
<br />(2) 16d PER 6 6' O.C.
<br />JOINT TYPICAL
<br />I 12" MAX.
<br />'ILI' 5R,4C ING RE:QU I RE=MEENTS
<br />STUD
<br />SPACING
<br />NO
<br />ILI BRACE
<br />(1) 2x4 (UN.O.)
<br />ILI BRACE
<br />2'x6' (UN.O.)
<br />'L' BRACE
<br />24'
<br />0'0' - 3'-0'
<br />01
<br />3'"-0' -(-OR
<br />6'-0' 4 GREATER
<br />5GI65OR GA5LE - (1) 2x8 #2 5.P.F. ,@ EACH VERTICAL AND
<br />(2) 2x8 FULL HEIGHT Q DIAPHRAGM BLOCKING
<br />12
<br />(0.9 MAX.
<br />PRE-ENGINEERED OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES OVERLAP 2X4 BRACING 0 48' O.G. CONTINUOUS
<br />WOOD TRUSSES TO FIXED LOCATION ATTACHED W/
<br />2-10d 9 EA. TRUSS (NOTE: BRACING
<br />MAY BE PLACED ON EITHER TOP
<br />OR BOTTOM OF THE BOTTOM CORD)
<br />CONTINUOUS BOTTOM CORD BRACING 2x4 MIN.
<br />NOTE:
<br />ALTERNATE NON -DROP
<br />MUST EXTENE) AT 1309. OF LLBHEI LENGTHOF GA15LESCISSOR
<br />WHIICH
<br />MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING
<br />REQUIRES BRACE TCE
<br />GABLE O EXTEND FU
<br />GROSS 8R,4CING IDE:T,41L_ J7
<br />GAE3LE END DETAIL
<br />2) ILI BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS 0 4" O.C-
<br />TRU55 8R,4C ING OVE:RL4P DE:T,41L_ 1�I
<br />COSMETIC DROP CEILING FRAMING
<br />SCALE: N.T.S. 5
<br />SCALE: N.T.S.
<br />SCALE: N.T.S. CJ
<br />5CI55OR TRUSS
<br />W1 DROP CEILING BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
<br />I GABLE TRUSS
<br />4
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />s5
<br />S5
<br />END JACK .�
<br />ILI BRACE W/ 10d 9 4' O.C.
<br />12
<br />3
<br />12 ULE SIZE
<br />69 MAx.
<br />I1'-0" MAX.
<br />12 s5
<br />AND LOCATION)
<br />6.9 MAX.
<br />ILI
<br />'L' BRACE wi 10d * 4' O.C.
<br />�
<br />OUBLE COP PLACE
<br />6.9 MAX
<br />5 (SEE SCHEDULE FOR SIZE
<br />5
<br />S5 AND LOCATION)
<br />55
<br />Lu
<br />2X4 LEDGER
<br />ABLE TRUSS
<br />R
<br />Y CORNER JACK
<br />USP LSNA IS
<br />�
<br />a
<br />S5
<br />5
<br />U
<br />UPL
<br />IET CONNECTI2N5 -
<br />DBL. TOP PLATE
<br />HIP
<br />F R,4M I N
<br />TUDS 16' O.C.
<br />CONT. BEARING
<br />T. BEARING USP I-IGA10 (TYP.) SruDS a 16 OZ. USP SPr24
<br />WOOD FRAMED GA5LE'. E:ND 8RACING DE:TAIL
<br />USE USP HTA20 (OR EQUAL) CONNECTORS a MASONRY
<br />OR USP RT16A (OR EQUAL) CONNECTORS + FRAME
<br />WALLS 4 USP RM 6 HIP JACK TO FRAME WALLS
<br />G,4P�L E= AND 3fit,4C 1 NG D E: T,41
<br />a EACH STUD
<br />G,4�LE: END SR,4C ING DE:T,4 I L SCALE: 3r4'=I'-ro'
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<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 t0 30'-0' - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION SCALE: N.T.S.
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<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineering.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=i0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />02019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2019 -THESE DRAWINGS AND DESIGNS ARETHE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC 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 />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSIOI '�.N1Q. 1.03 / 02 1,1:.'19
<br />r�
<br />w O
<br />03
<br />z O_
<br />w
<br />Q � = U
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<br />2N NNd
<br />W wM =0 >-10
<br />W
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<br />Z
<br />Q
<br />W = LLI 02 LLI
<br />(' v,n_ I —a a-CL
<br />S4
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<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390445
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S5
<br />T
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