|
SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKINCz
<br />TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS
<br />SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES 2x4 BLOCKING
<br />Q 24 OUTLOOKER AND NAILING SCHEDULE F R USP RT16 OR EQUAL 2x4 OUTLOOKER e 40" O.G. REFER TO SECTION lA
<br />24" O.C.HEATHING DETAIL AND NAILING SCHEDULE 2x4 OUTLOOKER �' 24 BACKNAIL W/ 16d NAIL
<br />INS -
<br />TOP CORDEA. OUTLOOKER 2x4 FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE SEE STRUCTURAL (2) 16d NAILS @ 24" O/C "L" BRACE ON SHEET 55.1 FOR
<br />BLOCKING FOR OUTLOOKER ELEVATIONS( NOTES AND NAILING TOP CORD oTTACHED W/ X-BRACING, AND TOP
<br />FIRST FOUR 24" O.C. SCHEDULE FOR BLOCKING FOR " CHORD BLOCKING
<br />ROWS OF ����' ± ='-��� MAC �' 2X4 CONT"L" BRACE 10d NAILS � 4 USP HGAM10 W/ (4) ,
<br />TOP CORD 45*± USP RTI6 OR EQUAL SHEATHING DETAIL USP RTI6 OR FIRST FOUR ROWS " INFORMATION
<br />TRUSSES ` USP RT16 OR FASTENED W/ (2) 106 TOP CORD BLOCKING O.C. TYPICAL 3/16 xl-3/4 WEDGE
<br />I BLOCKING FOR 1 �1a M �,�. EA. OUTLOOKER " EQUAL 6 EA. OF TRUSSES a
<br />EDGES OF 2x4 CROSS BRACE " FOR FIRST FOUR ROWS BOLTS 4 (4) 5D5 WOOD TRU55E5
<br />EQUAL a EA. FIRST FOUR ROWS OF 3 24 O/C. GMID F TRUSSES 5 2x4" CROSS BRACE OUTLOOKER i4' MAx. EDGES OF CsABLE TRUSS WEB 1/4' x 1 1/2' SCREWS
<br />TRUSSES 6 EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE
<br />' AG TO EXTEND OF SHEATHING TYP. 2X4 KICKER I HEIGHT O RU E EDGES APPROX. 8° FROM - � SHEATHING TYP. 11 „ --
<br />SHEATHING APPROX. 8' FROM OUTLOOKER
<br />TYPICAL RIDGE FASTENED AT 2x8 SYP*2 "L" BRACE TO RIDGE FASTENED AT I "L" BRACE TO EXTEND DOUELE L BRACING DETAIL 5 2x4 RAT RUN BRACING
<br />' 2x4 CROSS BRACE APPROX. � � �
<br />EACH JOINT W/ (2) 10d L LE E o OF WEB " EXTEND a LEAST 90io EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF
<br />AT LEAST 90io 8 -0 O/C. USP 5'FROM RIDGE FASTENED AT LENGTH (SEE TABLE) SCALE: N.T.S. S5 BOTT. CHORD FOR 4
<br />4 (2)10d TOE NAILS 2x4 GROSS BRACE OF WEB LENGTH 4 I0d 4 (2) 10d TOE
<br />EA. END LENGTH (SEE TABLE) I NOTCH � BOTTOM 5PT4 � EA. EACH JOINT W/ (2) IGd 4 (2) NAILS � EA. END 2x4 "T" BLOCKINCs -- --
<br />APPROX. 8 FROM ABLE TRU55 TRUSS SPANS
<br />2x6 P.T. GABLE TRUSS RIDGE FASTENED AT I CHORD (SEE TABLE) .. STUD Imd TOE NAILS a EA. END
<br />TRUSS VERT. WEB MAX.2x4 PANEL BLOCKING I 1/2" CDX PLYWOOD OR 2x4 BLOCKING ATTACHED W/ 2 - 16d
<br />SPACED 48" O/C ASILL 1/2' GDX PLYWOOD OR EACH JOINT W/ (2) USP RT3A WITH 8-Sd 2X6 FRAMED WALL - SEE 1/16' 055 SHEATHING 40" O.C. AT EA. TRUSS JOINT
<br />48" O/C FOR THE I
<br />I I 1/16' OSB SHEATHING 106 4 (2)IGd TOE - FROM LEDGER TP WALL SECTION FOR SPACING ATTACHED W/ 10d NAILS lb d NAIL
<br />• FIRST (4) ROWS OF L. BRACE
<br />2x4 PANEL BLOCKING 6 45' O.C. FOR THE FIRST ATTACHED W/ 10d NAILS EA. END Y BLOCKING I 6" O.C. EDGES AND 12' 2x4 BLOCKING 24'
<br />1/2" CDX PLYWOOD OR 1/16" TRUSSES FROM EA. ATTACHED W/ O/C W/ 2 - 16d
<br />8'-0" OF END WALL FROM EA. END TYP. BOTTOM NAILS -1 6" O.C. EDGES GYPSUM WALL BOARD O.C. FIELD
<br />GABLE TRU55 05B SHEATHING ATTACHED END TYP. TOP 4 10d NAILS 4" 1/2" HIGH STRENGTH OR
<br />7 - 'N' CORD ATTACHED W/ (2) 16-d TOENAILS I AND 12" O.C. FIELD Vx4" PANEL BLOCKING v 40' O.C. FOR THE FIRST 1/2' CDX PLYWOOD OR W/ IGd NAILS a 6" O.C. EDGES BOTTOM ATTACHED (2) 16d NAILS O.G. TYPICAL 5/8° GYP. WB W/ 1 3/8" TOENAILS EA. END
<br />IGdX3° 3' 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. -- -- AND 12" O.G. FIELD W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL DRYWALL NAILS OR
<br />THROUGH CHORD 1/16' OSB SHEATHING CABLE TRUSS WEB MASONRY WALL
<br />BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ l0d l2) 16d NAILS BLOCKING, FASTEN WITH C I DRYWALL SCREWS 1'
<br />INTO 2 "x6" P.T. PLATE " " 1Gdx3" 6 4" O/C SINGLE 11 " BRACING DETAIL O/C CEILING 4 8" C/C
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2x4 LEDGER (MATCH BOTTOM CHORD NAILS 6' O.C. EDGES ARCHITECTURAL FINISH
<br />2x4 PANEL BLOCKING � 48" 2x4 BLOCKING 5/8" OR I/2' CEILING DENSE GYPSUM WALL WALLS
<br />WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD BOARD FASTENED WITH S COOLER NAILS SP HGA10 36° SCALE: N.T.S. �51
<br />FASTEN WITH 10dx3' 4" O/C O.C. FOR THE FIRST l4) ROWS
<br />INSTALLED PER MANUF. 2°x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL OR 1 1/4" LONG DRYWALL SCREWS O.G.
<br />5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED 5/8" x IG" "J" BOLT 48" O.G. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH DBL. TOP DIAPHRAGM
<br />WITH Sd COOLER NAILS OR 1 1/4" LONG pRYWALL SCREWS MOISTURE BARRIER WEEP SCREED COMPLYING WITH A5TM C1002 FOR FIRST STUD WALL BLOCKING EXT. bell CaNN.
<br />COMPLYING WITH A5TM C1002 FOR FIRST 8'-0" FROM END WALL USP HTA20 OR EQ. ID 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ l2) 16-d TOENAILS IGdx3" 4° O/C S'-0" FROM END WALL 4" O/C TYPICAL PLATE (SEE TYP. SEC.) 48" O/C NON - LOAD 5E�IRING LOCATION
<br />4' O/C TYPICAL USP HTA20 -1 EA. TRU55 ALTERNATE U5P L5TA18 STRAIGHT STRAP �1 4'-0' J MOISTURE BARRIER 5/0' OR 1/2' CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP 5PT24 6 EACH STUD GABLE TRUSS
<br />5/8'x 10" 'J' BOLT s 32' O.G. MINIMUM 6" FROM VERT. WEB (24" C/C MAX.) O/G ALIGNED WITH GABLE WEB. ATTACH TO TRU55 GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT — — —4 — TRUSS VERTICAL SEE TYP, WALL SECTION FOR SCALE: 3/4' = 1'-0"
<br />PLATE SPLICES W/ 3/16"x2'O PLATE WASHER W/1-I0dxl 1/2' AND TO MA50NRY W/ (3) 311(o"x 2 114' WITH Ed COOLER NAILS OR 1 1/4" TRUSS) SECT 10N ADDITIONAL INFORMATION.
<br />TAPCON5. LONG DRYWALL SCREWS (2) 2'x8" 'L' BRACE
<br />ri� 5ECT�CNSTRAP( M SSEED D RTICAL COMPLYING WITH A5TM C1002
<br />ED 3ECTICN r2 FOR FIRST 8'-0" FROM END WALL 5 �T I aN SCALE: N.T.S_ 6d FASTENED
<br />(3)
<br />A�5
<br />WEB*- USE 51MP60N SCALE: N.T_S. ��j 4" O/C TYPICAL SCALE: N.T.S. SCISSOR GALE 'IT" BRACE
<br />SCALE: N.T.S. MSTAM36 ON OUTSIDE SCISSOR
<br />AS PER HIB 91 SCALE.
<br />20'-0" r-fAX 20'-0' IV114x
<br />TL ad 6 61O/C 2 x 4 BLOCKING W/(2) IGd 'X" BRACE SEE DET. J/55 CONTINUOUS BOTTOM CORD BRACING 2'X4' MIN.
<br />WOOD TRUSSES TOE NAILS 6 EACH END �
<br />24' O/C (TYP)
<br />' f"ROPER INSTALLATION UNAGCEPTABLE INST,4LLTION
<br />DO NOT DO TI415
<br />• - �41#* 05 REBAR (TYPE(
<br />1 � 15 REBAR (TYP,) ,,
<br />� �' II i ,
<br />STD. 90` HOOK (TYP.) ,,, ✓ STD. W. HOOK CTYPJ
<br />k X FILL SOLID 4P* z
<br />BRACING W/(3) IGd x 3" BOTH CELLS w
<br />IL
<br />• 6 EACH CONN. 6 24' O/C =
<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 USP HGAMIO W/(4)-3/16"xl-3/4"
<br />_/
<br />OF STAGGERED 1Gd COMMON WIRE NAILS OF STAGGERED 3Gd COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE WEDGE BOLTS 4 (4) SD5 1/4' MOISTURE BARRIER / i 4#
<br />(D -- 0.148", L = 3') OR EQUAL (D s 0.201', L 4 1/2") OR EQUAL NAILS (D = 02G1", L = 4 1/2") OR x 1 I/2° SCREWS
<br />NOTES: EQUAL BOND BEAM *101 I ,
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2' LAG SCREWS OR EQUAL I I �,
<br />SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL I
<br />ARCHITECTURAL FINISH 1 NOTCH a FIRST COURSE
<br />x[L
<br />Qa
<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 M NOTE:
<br />THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)4A41 L NOTCH WEB AT THE FIRST 2 COURSES I, �� 1) SEE TRUSS MANUFACTURER'S TRU55 ENGINEERING TOP $ BOTTOM CORD
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION •5` � CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING
<br />� �
<br />THAT MY BE REQUIRED 4'-0' O.C. MAX. FOR
<br />16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE EXT. LUALL CONN. e NON LOAD 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
<br />OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING)
<br />5E74RING LOCATION (UNEVEN CLG.) rE FILLED CELL PER FOUNDATION PLAN BRACING PROVIDED IT EXTENDS OVER AT LEAST' 0O% OF THE WEB.
<br />T'rFICAL NAILING 5CNEDULES FOR BUILT=UP COLUMNS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ILL D � �� IN�T7�LL74TI0N REQUIRED 1"11NIMUM PERMANENT TRUSS BRACINCx PLAN
<br />SCALE: N.T.S.
<br />SCALE: N.T.S. ADDITIONAL INFORMATION. JJ AS PER BCSI 1-03 SCALE: N.T.S.
<br />2'x4" OUTLOOKER -1 24"
<br />O.C. W/ (2) I0d PER JOINT SCISSOR TRU55
<br />12
<br />TOP CHORD BLOCKING FOR 1ST
<br />FOUR ROWS OF TRUSSES, U51NG
<br />MINIMUM 2"x4"
<br />(2) 16d TOE NAILS -9 EA. END
<br />rN
<br />rj
<br />GROSS BRACING
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />I0dx3" O/C 2 "x4"
<br />6 6" O/C RUNNER
<br />(2) 16d PER
<br />TYPICAL
<br />JOINT
<br />I 12" MAX.
<br />'ILI'
<br />BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />'ILI' 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" - 3'-0"
<br />3'-0" - 6'-0"
<br />6'-0" 4 GREATER
<br />5C1550R G,45LE - (1) 21IxE" 02 5.P.F. e E,4CH VERTIGAL AND
<br />(2) 2`x0` FULL HEIGHT e D14PNR,4GM BLOCKING
<br />PRE-ENGINEERED -- OVERLAP TRUSS BRACING 6.9 MAX.
<br />AT LEAST TWO TRU55 SPACES
<br />WOOD TRUSSES OVERLAP
<br />2X4 BRACING 6 48' O.G. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W/
<br />2-106 s EA. TRUSS (NOTE: BRACING
<br />• MAY BE PLACED ON EITHER TOP
<br />OR BOTTOM OF THE BOTTOM CORD)
<br />MINIMUM (2) 16d PER JOINT MINIMUM 2'x4' TRU55 BRACING
<br />CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN.
<br />ALTERNATE NON -DROP
<br />NOTE:
<br />G_i,45LE END DETAIL
<br />1) "L" BRACE MUST EXTEND AT LEAST 90510 OF WEB LENGTH EXCEPT, SCISSOR
<br />TRL 555 E3R74CING 0VERL,11= D TAILrr-TN�
<br />1z;_7 11
<br />CABLE WNIG+-I REQUIRES BRACE TO EXTEND FULL I-IEICsNT OF GABLE.
<br />SCALE: N.T.5.
<br />CfRO55 5fRAC;ING; DETAIL ri
<br />SCALE: N.T.5.
<br />2) "L" BRACE TO BE FASTENED TO CABLE STUD WITH 10dx3" NAILS a 4" O/C.
<br />COSMETIC DROP CEILING FRAMING
<br />SCALE: N.T.S.
<br />5C 155OR TRU55
<br />LU/ DROR CEILING 5RACING QET,41L
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NT5
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />I GABLE TRU55
<br />4
<br />S5 S5
<br />'L" BRACE W/ 106 6 4' O.C. 12
<br />(SEE SCHEDULE FOR 51ZE
<br />12 AND LOCATION) 6.9 rlAx.
<br />6.9 MAX. BRFOR d'S� (SEE SCHEDULEE
<br />5
<br />5 g5 AND LOCATION)
<br />S5
<br />ABLE TRUSS
<br />6
<br />6 S5
<br />S5
<br />a a . a • . . a < a.
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<br />55
<br />12 DOUBLE TOP PLATE
<br />6.9 MAX.
<br />1_2X4 LEDGER
<br />USP L5TA 18
<br />_ _ __ __ ___..J_ L._ UFL IFT C,ONNEGT IONS - TUDS 16" D.G.
<br />�- �-
<br />7��� �—fir CONT. BEARING 1� �� ���� �� ��—� ONT. BEARING= DBL. TOP PLATE USP HC�AIO (TYPJ STUDS 9 16' O.G. USP SPT24 UJOOD I°R141IED G,45LE END 5R,4CING DEVIL
<br />G,45LE END E3R,1CING DE TAIL GABLE END 5RACING D� EACH STUD � I � 1=RAM I NGETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL SCALE: N.T.S.
<br />MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
<br />MEAN WALL HEI&4T UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: 34'=1'-0' NOTES FOR WIND SPEED SPECIFICATION
<br />END JACK
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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 />If. 813.645.9698
<br />www.danscoengineering.com
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WrIH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 1-0.18)
<br />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 />OF THIS DRAWING ONLY.
<br />©201 I LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />0201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />02.02.09
<br />1.0 2007 FBC UPDATES
<br />10.29.09
<br />1.01 FFPC 2007 UPDATE
<br />05.07.10
<br />2.00 GP FIREWALLS
<br />07.28.10
<br />3.00 ADD ALT. ROOF
<br />i FOR TILE ROOF
<br />1 1.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />04.20.11
<br />4.01 REVISED NON -DROP
<br />GABLE DETAIL
<br />VERSION NO. 4.01 / 04.20.11
<br />CA 25948
<br />El SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
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<br />d No. 60122 * m
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<br />e S�fE • (;� �
<br />+411141 rlo s caaa`°�s
<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 03.09.1 1
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
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