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- I - I I III] I F I I'll 1141111111111M IIIIII I 1111 1 1 11 1 11 11, 1� , 1 11 11 1 11 � I 1 11 1.1 1 11 1 � 11 11 11 - I _ il I I I '1, 11 1 __ I __
<br />SEE STRUCTURAL NOTES BACKNAIL W1 (2) I(od NAILS SEE STRUCTURAL NOTES BACKNAIL W1 (2) I(od NAILS
<br />AND NAILING SCHEDULE FOR 2x4 OUTLOOKER -9 24'
<br />SHEATHING DETAIL LISP RTI&A OR EQUAL 2x AND NAILING SCHF= '7
<br />DL
<br />6 EA. OUTLOOKER7 FOR SHEATHING DET O.C. (OPTIONAL - SEE 5ACKNAIL W1 -2x4 OUTLOOKER REFER TO SECTION J ON
<br />OUTLOOKER I / ELEVATIONS) SEE STRUCTURAL /_(2) I(od NAILS 24' O.C. SHEET 55 FOR X-5RACING
<br />x a 24- O.C. x AK NOTES AND NAILING TOP CORD INFORMATION
<br />2X4 cONTV BRACE USP RTI&A OR EQUAL _r
<br />TOP CORD 45*± -;A6TENED W/ (2) 10d TOP CORD BLOCKING SCHEDULE FOR BLOCKING FOR
<br />BLOCKING FOR FOR FIRST FOUR ROWS 24'MAX. 6 EA. OUTLOOKER SHEATHING DETAIL U6P RTI(oA'CR FIRST FOUR ROWS
<br />F 3-6 24- O.C.. CMID -8 EDGES
<br />IR5T FOUR ROWS OF OF TRU55E5 EQUAL a EA. OF TRUSSES 6
<br />TRUSSES a EDGES HEIGHT \ OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GRO55 BRACE - OUTLOOKER )4'MAX, / EDGES OF U5P HGAMIO W1 (4 _WOOID TRUSSES
<br />OF SHEATHING TYP. 2X4 KICKER 2xb 5YP*2 V BRACE TO APPROX. &'FROM
<br />EXTEND 6 LEAST 90% 2x4 CROSS BRACE APPROX. RIDGE FASTENED AT SHEATHING TYP. 1/4'xl-3/4'WEIDGE
<br />6 51-01 O.C_ a, FROM RIDGE FASTENED AT 'L' BRACE TO EXTEND BOLTS 4 (4) BIDS /-2x4 RAT RUN
<br />2x4 CRO55 BRACE - OF WEB LENGTH 4 EACH JOINT W1 (2) 1
<br />6PT4 EACH JOINT W1 (2) 106 4 (2) rAT LEAST 130% OF WEB 1/4- X 1 1/2- SCREWS BRACING AT 24'
<br />APPROX. 6' FROM NOTCH -a BOTTOM STUD Iod TOE NAILS e EA. ENE) 10d 4 (2) 10d TOE LENGTH (SEE TABLE) O.C. ON TOP OF
<br />RIDGE FASTENED AT CHORD (SEE TABLE) 2X(o FRAMED WALL - SEE NAILS 6 EA. ENID ABLE TRU55 5OTT. CHORD
<br />EACH JOINT W/ (2) 1__1_U5P RT3A WITH 8-8d 1/2' CDX PL FOR 4 TRIL65
<br />106 4 (2)10d TOE FROM LEDGER TP Z LL SECTION FOR SPACING 2x4 PANEL BLOCKING— 1116' 055 SHEATHING SPANS ATTACHED
<br />I YWOOD OR
<br />NAILS-@ EA. ENE) BLOCKING 1@ 48' O.C. FOR THE I
<br />1/2' CDX PLYWOOD OR 1116' ATTACHED W1 10d NAILS W1 2 - I(od AT EA.
<br />2X4 STICK LUMBER '--GYPSUM WALL E30ARD '*��_GA51_E TRU55 /_055 SHEATHING ATTACHED FIRST (4) ROWS OF a b" O.C. EDGES AND 12' TRU55 JOINT
<br />24" O.0 MAX (2) 16d COMMON NAILS W1 10d NAILS 6 (o' O.C. EDGES TRUSSES FROM EA. O.C. FIELD x
<br />IN LINE WITH JACKS 2x4 PANEL BLOCKING 1@ 48' O.C. FOR THE FIRST �1_1/2' CDX PLYWOOD OR END TYP. TOP 4
<br />(see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. 1116' 055 SHEATHING AND 12' O.C. FIELD 50TTOM ATTACHED //--(2) 1(od NAILS
<br />50TTOM CORD ATTACHE�) W/ (2) I(o-d TOENAILS ATTACHED W1 106 N "(2) I(od NAILS W1 (2) lb-d TOENAILS I 2x4 'T' ON TOP OF PANEL 2x4 BLOCKING .9 241
<br />:K44 r, O.C. W1 2 - I(od 2x4 'T" BLOCKING
<br />,VXK I XR
<br />_�N A I Lj,5
<br />6 24'
<br />Dou I V MAX,
<br />2x4 LEDGER (MATCH 50TTOM CHORD NAILS -a (ol O.C. EDGES 2x4 PANEL 5bor-KING -w 48'� \\\-2x4 BLOCKING BLOCKING, FASTEN WITH 5/0' OR 1/2' HIGH STRENGTH
<br />TOENAILSO EA. ENE)
<br />SLOPE OF ADJACENT SC155OR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' s 41 O.C. CEILING 50ARD PER CODE 2x4 BLOCKING
<br />2'x(o' P T BILL 4NOTCH V BRACE HERE OF TRU55E5 FROM EA. END A- _�2x4 'T' ON TOP OF PANEL 5/0' OR 1/2' HIGH STRENGTH CEILING BOARD W1 13/8' DRYWALL NAILS OR MA50NRY WALL 45,
<br />TYP. TOP 4 50TTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH ad COOLER NAILS &P HGAIO -S 36' 4166 NAIL
<br />5/8'x 10' 'J' BOLT 1@ 481 DRYWALL SCREWS 1' O.C. IIL I 5RAc;E
<br />WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 6' O.C. WALLS ARCHITECTURAL FIN15H
<br />USP HTA20 OR EQ. 6 &'-0' O.C. TYFICAL--/ PER MANUP. 4 FRC W/ (2) 16-d TOENAILS 10dx3' 6 4' O.C. WITH A5TM C1002 FOR FIRST V-0' FROM END D5L. TOP STUD WALL ATTACHED W1
<br />ALTERNATE U5P I_5TAI0 STRAIGHT STRAP 6 4'-0' SECTION R103.11.1 5/8' OR 1/2' HIGH STRENGTH L 2x4 LEDGER (MATCH 50TTOM WALL 4' O.C. TYPICAL PLATE (SEE TYP. SEC.) 10d NAILB, 6 4"
<br />O.C. ALIGNED LUITH GABLE WEB. ATTACH TO TRU55 M016TURE BARRIER CEILING 50ARD PER CODE CHORD SLOPE OF ADJACENT O.C. TYf=Ir_AL
<br />DROPPED FLAT TOPS OF W/1-10dx] 1/2' AND TO MA50NRY W1 (3) 311(o'x 2 1/4' FASTENEDWITH ad COOLER NAILS TRU55) U5P 5PT24 .9 EACH STUD EXT. WALL CONN. a NON -LOAD
<br />HIPS FOR FRAMING TAPCON6. SECTICN 2� OR 1 1/4' LONG DRYWALL SCREWS SEC;TION 6ECTION GABLE TRUSS E5j
<br />(GIRDER NOT DROPPED) COMPLYING WITH A5TM C1002 FOR -4 5EARING LOCATION
<br />FIRST 5'-O'FROM ENE) WALL 1w 4" ED
<br />SCALE: N.T.5. SCALE. N.T.S. IDOUE3LE It` 51RZING DETL(�
<br />SCALE: N.T.5. O.C. TYPICAL SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-O'��5 SC-ALr=- N.T.&A SE,
<br />C)ROF HIP IDrETAIL ADDITIONAL INFORMATION.
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL W1 (2) I(od NAILS 20'-O'MAX 20'-01 MAX
<br />SCHEDULE FOR SHEATHING DETAIL ad -S (01OG "X' BRACE SEE D T. J/65 TCONTINUOUS 50TTOM CHORD 5RACNG 2X.4 MIN. 2x4 'IT" BLOCKING
<br />TOP CORD
<br />BLOCKING FOR
<br />FIRST FOUR ROWS
<br />IT
<br />45'
<br />2x4 OUTLOOKER
<br />24' MAX. 24' O.C.
<br />WOOD TRU56ES
<br />TOE NAILS 's EACH ENID 6
<br />24' O.C. (TYP)
<br />OF TRU55E5 6 1
<br />U51- RTI( A OR EQUAL 6 EA.
<br />x
<br />Y x
<br />xi
<br />EDGES OF 2x4 CR05 5 BRACE
<br />OUTLOOKER
<br />5HEAT 41NG APPROX. 0' FROM
<br />BRACE TO EXTEND AT LEAST
<br />TYPICAL RIDGE FASTENED AT
<br />/-'L'
<br />90% OF WEB LENGTH (SEE TABLE)
<br />EACH JOINT W1 (2) 10d
<br />V
<br />4 (2)10cl TOE NAILS
<br />G 5 55
<br />EA. ENID
<br />1/2' CDX PLYWOOD OR 1116' 055
<br />TRU55 VERT WE5— 1
<br />'�X.
<br />2x(o P.T.
<br />SILL
<br />SHEATHING ATTACHED W1 10d
<br />NAILS 's (o' O.C. EDGES AND 12'
<br />N
<br />:z
<br />SPACED 6 4'8' O.C.
<br />I
<br />O.C. FIELD
<br />BRACING W/(3) 10d x 3'
<br />(2) 2' x 4' LAMINATIONS W1 (1) ROW
<br />(3) 2' x 4' LAMINATIONS W1 (1) ROW
<br />(3) 2' x (o' LAMINATIONS W/ (2) ROWS
<br />2x4 PANEL BLOCKING 6 48' O.C. FOR THE FIRST
<br />10dX3' 6 3' O.C. THROUGH CHORD
<br />6 EACH CONN. 6 24' O.C.
<br />OF STAGGERED 10d COMMON WIRE NAILS
<br />OF STAGGERED 30d COMMON WIFE NAILS
<br />OF STAGGERED 30d COMMON WIRE
<br />V-0' OF END WALL FROM EA. ENID TYP. 50TTOM
<br />INTO 2'x(o' P.T. PLATE
<br />USP HGAMIO W/(4)-I/4'x1-3/4'
<br />(D = 0.148", L = 3') OR EQUAL
<br />(D = 0101', L = 4 1/2') OR EQUAL
<br />NAILS (D = 0.201', L = 4 1/2') OR
<br />CORD ATTACHED W1 (2) 16-d TOENAILS
<br />WEEP 5CREED INSTALLED PER
<br />WEDGE BOLTS 4 (4) SDS 1/4'
<br />-MOISTURE BARRIER
<br />\\\__5OND
<br />NOTES:
<br />EQUAL
<br />11,114 11
<br />MANUR 4 FRC SECTION R-103.12.1
<br />x I 1/2'5CRIEWS
<br />BEAM
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPP051TE 4) FOR 4-PLY, PROVIDE 1/4'
<br />DIA. x 5 1/2' LAG SCREWS OR EQUAL
<br />I k, 12K]
<br />DV I X
<br />SIDES OF THE COLUMN
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />2x4 'T' ON TOP OF PANEL BLOCKING,
<br />MOISTURE BARRIER
<br />MASONRY WALL
<br />2x4 5LOCKING---_,_
<br />6 40' O.C,
<br />x "L. 11 5RAr -16d NAIL
<br />_E
<br />ATTACHED W1
<br />106 NAILS a 4
<br />O.C. TYFDICAL
<br />GABLE TRUSS Wr=5��
<br />6INGLE V 5RAGING IDETAIL
<br />SC-,4Lr=. N.T.5.
<br />x (E
<br />DIAPHRAGM
<br />BLOCKING 10
<br />48"O.C.
<br />J r7E`l_-�,.-GA5LE TRUSS
<br />-4 - �-l
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' IDIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' -9 4' O.C. USP HTA20 6 EA TRUSS "*�ARCHITECTURAL FINISH NOTE- 7-' 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 ad-/ VERT. WE5 (24' O.C. MAX.) 1) SEE TRUSS MANUFACTURER'S TRU65 ENGINEERING 4 50TTOM CHORD GABLE
<br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE- IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT 5RACING END BRACING m 4'-0' O.C. MAX. (2) 2x& V BRACE
<br />3) EACH 306 COMMON NAIL MAY BE REPLACED W1 (2) (b) REFER TO ND5 SECTION IE�3 FOR ADDITIONAL INFORMATION C1002 FOR FIRST V-0' FROM END WALL 6 4' O.C. TYPICAL M155ED VERTICAL WE5i USE THAT MAY 5E REQUIRED FOR FIRST (4) ROWS OF TRU55ES FASTENED WITH (3
<br />I(od COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT 0 2 O.C. SIMPSON MSTAM3(o ON OUTSIDE 2) 'T' 5RACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT I(od PER BIDE
<br />OF 5.U.C, SAME NUMBER OF ROWS, SAME SPACING) MINIMUM VFROM PLATE 5P ICES EXT. WALL CONN- e NON - LOAD 5RACNG OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST W% OF THE WEB 5G155OR GABLE T 5RAGE
<br />,AL NAILING;: SCHEDULE& FOF, 5UILT-Uf= COLUMNS W/ 311(o'x2'0 PLATE WASHER AS PER H15 IBI SCALE. N.T.S. 55
<br />T`�FIC
<br />K` 1� 5EC;TICN 5EARING LOCATION (UNEVEN CLGO rE RIHEQUIREID MINIMUM PEfRMANENT TRUe5 5fRACING PLAN
<br />SCALE: N.T.S. SCALE. N.T.S. SEE TYP. WALL SECTION FOR SCALE: N,TS. AS PER 5C61 2013 EDITION SCALE: N.T.6.
<br />ADDITIONAL INFORMATION.
<br />2x4 OUTLOOKER e 241 SCISSOR TRUSS
<br />O.C. w/ (2) 100 PER JOIN I
<br />TOP CHORID BLOCKING FOR 15T—
<br />\-MINIMUM 2x
<br />FOUR ROWS OF TRUSSES, U51NG
<br />CROSS BRACING
<br />(2) I(od TOE NAILS a EA. END
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />IOCIX3, O.C. 2x4 �tR5
<br />(2) I(od PER
<br />6 (01 O.C.
<br /><
<br />JOINT
<br />TYPICAL
<br />1 .12" MAX.
<br />"L." 5F,,4C;1NG RE=IRE�IENT5
<br />STUD,
<br />SPACING
<br />NO
<br />V BRACE
<br />(1) 2x4 (UN.O.)
<br />V BRACE
<br />2'x(V (U.N.O.)
<br />V BRACE
<br />24'
<br />0101-31-01
<br />31-01 - (01-01
<br />(o'-O' 4 GREATER
<br />5GI5,50R GA5LE - (1) 2x(5 *2 5.F.F. a EACH VERTICAL AND
<br />(2) 2x8 FULL HEIGHT 6 DIAPHRAGM 5LOCKING
<br />It
<br />(0 C3 [MAX.
<br />OVEf;ZLAFD TRU55 BRACINCz
<br />AT LEAST TWO TRUSS SPACES OVERLAP
<br />LUOOID TRUSSES 2X4 BRACING a 48' O.C. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W1
<br />2-106 .9 EA. TRU65 (NOTE: BRACING
<br />MAY BE PLACED ON EITHER TOP
<br />OR 50TTOM OF THE
<br />4L
<br />NOTE:
<br />I(od \\_MINIMUM121x4
<br />CNTINUOU5 150TTOM CORID BRACING 2x4 MIN.
<br />ALTERNATE NON-DROF
<br />1) "L." BRACE MUST EXTEND AT LEAST cjO% OF LUEIB LENGT�4 r=XC:r=f=T, SGIS80IR
<br />TO E><TEND FULL HEIGHT OF GABLE.
<br />MINIMUM (2) PER JOINT TRU66 BRACING
<br />QR033 5fR,4C1N(S; DET,41L K�J_�
<br />e,45LE END DETAIL
<br />GA5LE WHICH REQUIRES BRACE
<br />2) `L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS -s 411 O.C:-
<br />TjRIJe5 5fR,4GING� 0VEfRL,4Ff DET,41L
<br />\-COSMETIC DROP CEILING FRAMING
<br />SCALE. N.T.5.
<br />SCALE: N.T.5.
<br />SCALE: N.T.5.
<br />5C,15501;R TIRU55
<br />W1 PROF CEILING 5RACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
<br />SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION
<br />A I = -rt= ICLa
<br />4
<br />V BRACE UJ/ 10d e 41 ors. 12
<br />12 (SEE SCHEDULE FOR SIZE
<br />MAX. AND LOCATION) 'L' 5RACE W1 106 6 4' O.C.
<br />(SEE 5CHEDULE FOR SIZE
<br />AND LOCATION)
<br />GAELE TRUSS
<br />w w
<br />747 FRI w w Fa
<br />0
<br />LIJ
<br />lu
<br />z
<br />j
<br />X'
<br />j
<br />3
<br />12 OUIBLE TOP PLATE
<br />&.ej MAX.
<br />2X4 LEDGER
<br />USP LSTA 18
<br />UPLIFT C,0NNECTiON6 TUD6 e 161 O.C.
<br />\-CONT. AEARING ONT. 5EARING DIBL. TOP PLATE USP HGAIO (TYP.) 6TUDS 6 I&VO.C. —USP 6FT24 H I F F RIAM I N G$ WOOD FRAMED G,45LE END 5RACING DETAIL
<br />is EACH 5TUD USE U5F WTA20 (OR EQUAL) CONNECTORS is MASONRY
<br />G�,45LE ENZ) 5F,4CING IDET,41L G,45LE ENID 5F,4GING-4: EDET,4iL SCALE: 3/4'=I'-0' OR SIMPSON RTI&A (OR EQUAL) rx"CTOR5 e MEAN UJALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE- N.T.8.
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND 5PEED SPECIFICATION FRAME WALLS 4 USP RT1 a HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION
<br />ENE) JACK
<br />11'-0" MAX,
<br />lu
<br />COWER JACK
<br />lu
<br />...................
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 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 = ±0.1 8) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AN D SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />(P20 19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WTHOUr WRITTEN
<br />CONSENT FROM LEN NAR CORPORATION.
<br />02019 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
<br />THE CLIENT ON TH IS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />12.19.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<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 />VERSION NOJ�,Q?J01.09.19
<br />J;_" Z
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<br />V.-
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<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />DATE ISSUED: 01.16.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S5
<br />co
<br />
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