|
SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS
<br />AND NAILING SCHEDULE FOR SEE STRUCTURAL NOTES BACKNAIL Wl (2) 16d NAILS
<br />SHEATHING DETAIL USP RTI6A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 24'
<br />s, EA- OUTLOOKER 2'x4' FOR SHEATHING DETAIL O.G. (OPTIONAL - SEE-BACKNAIL W/ 2x4 OUTLOOKER REFER TO SECTION J ON
<br />OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS ° 24' OIC SHEET S5 FOR X-BRACING
<br />fit 24' O.G. xNOTES AND NAILING TOP CORD INFORMATION
<br />TOP CORD 49 t .'� 2X4 CONT'L' BRACE USP RTI&A OR EQUAL -
<br />TOP CORD BLOCKING SCHEDULE FOR BLOCKING FOR
<br />BLOCKING FOR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24' MAX. a EA. OUTLOOKER SHEATHING DETAIL USP RT16A OR x `_T--FIRST FOUR ROWS
<br />3'e 24' O/CEQUAL 6 EA. - CMID
<br />FIRST FOUR ROWS OF OF TRUSSES � EDGES I OF TRUSSES �
<br />I HEIGHT 2'x4' CROSS BRACE OUTLOOKER W MAX. I EDGES OF / WOOD TRUSSES
<br />TRUSSES 6 EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE USP NGAMlO W/ l4 �
<br />OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP*2 'L' BRACE TO 2x4 GROSS BRACE APPROX. APPROX. 8' FROM — SHEATHING TYP- 1/4'xl-3/4' WEDGE
<br />8'-0' O/C. EXTEND g LEAST 90io USP 8' FROM RIDGE FASTENED AT RIDGE FASTENED A7 'L' BRACE TO EXTEND �/
<br />2x4 CROSS BRACE OF WEB LENGTH 4 EACH JOINT W/ (2) I o BOLTS l4) SDS 2x4 RAT RUN
<br />NOTCH ,1 BOTTOM 6PT4 e EA. EACH JOINT W/ (2) 10d 4 (2) 10d 4 (2) 10d TOE AT LEAST g0� OF WEB 1/4' x 1 1/2' SCREWS / BRACING AT 24'
<br />APPROX. 8' FROM 1 I LENGTH (SEE TABLE)
<br />RIDGE FASTENED AT CHORD (SEE TABLE) STUD lOd TOE NAILS EA. END NAILS a EA. END
<br />2X6 FRAMED WALL -SEE GAB!_E TRUSS , � O.C. ON TOP OF
<br />EACH JOINT W/ (2) USP RT3A WITH 8-8d BOTT. CHORD
<br />WALL SECTION FOR SPACING 2x4 PANEL BLOCKING" I 1/2" CDX PLYWOOD OR FOR 4 TRUSS
<br />10d (2)10d TOE - •., FROM LEDGER TP �, �1/16' OSB SHEATHING SPANS ATTACHED
<br />NAILS s1 EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' 48 O/C FOR THE i ATTACHED W/ 10d NAILS W/ 2 - 16d AT EA.
<br />GABLE TRUSS FIRST (4) ROWS OF
<br />24" O.0 MAX
<br />2X4 STICK LUMBER GYPSUM WALL BOARD OSB SHEATHING ATTACHEDTRUSSES FROM EA. ' O.C. EDGES AND 12' TRUSS JOINT
<br />IN LINE WITH JACKS (2) 16d COMMON NAILS 2'x4' PANEL BLOCKING w 48' O.C. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS 6 6' O.C. EDGES END TYP TOP 4 ( O.G. FIELD
<br />(see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. -- _= AND 12' O.C. FIELD I -(2) 16d NAILS
<br />I 1/16 OSB SHEATHING BOTTOM ATTACHED 2x4 BLOCKING '� 24'
<br />BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d (2) 16d NAILS W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL
<br />2'x4' LEDGER (MATCH BOTTOM CHORD NAILS .9 6' O.C. EDGES 2x4 PANEL BLOCKING e 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O/C W/ 2 - 16d 2x4 'T" BLOCKING
<br />SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.C. FOR THE FIRST (4) ROWS _ lOdx3' @ 4' O/C CEILING BOARD PER CODE TOENAILS m EA. END 2x4 BLOCKING
<br />NOTCH L BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD -� W/ 1 3/8' DRYWALL NAILS OR 48' O.C. 2'x6' P.T. SILL OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL USP HGAIO -8 36' MASONRY WALL 16d NAIL
<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 DRYWALL SCREWS 1 O/C
<br />WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C.CEILING 4 8' O/C WALLS ARCHITECTURAL FINISH "L' BRACE
<br />USP HTA20 OR EQ. 6'-O' O.C. TYPICAL. W/ (2) 16-d TOENAILS 10dx3' 4' O/C WITH ASTM C1002 FOR FIRST 8'-0' FROM END
<br />PER MANUF. 4 FRG DBL. TOP- STUD WALL ATTACHED W/
<br />ALTERNATE USP LSTA18 STRAIGHT STRAP 9 4'-O' SECTION R103.12.1 5/5' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL -1 4' O/C TYPICAL PLATE lmd NAILS -1 4'
<br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT (BEE TYP. SEC.) O.C. TYPICAL
<br />MOISTURE BARRIER USP SPT24 '� EACH STUD
<br />DROPPED FLAT TOPS OF W/1-IOdxl 1/2 AND TO MASONRY W/ (3) 3/1(ox 2 1/4 FASTENEDWITH ad COOLER NAILS TRUSS) Ilk"EXT. WALL CONN. 6 NON -LOAD
<br />HIPS FOR FRAMING TAPCONS. j j� OR 1 1/4' LONG DRYWALL SCREWS ` GABLE TRUSS WEB
<br />(GIRDER NOT DROPPED) 3 CT I CI � COMPLYING WITH ASTM CI002 FOR 5EC710N 3 SfEGTION 4 SEARING LOCATION 1D pDU��E ul_° BR,4CIN� DE�,41J_
<br />FIRST 8'-0' FROM END WALL 9 4' , _ - 5
<br />SCALE: N.T.S. ��J O/C TYPICAL SCALE: N.T.S. �� SCALE: N.T.S. C�� SEE TYP. WALL SECTION FOR SCALE: 3/4 - I 0 SJ SCALE: N.T.S. S5
<br />DROP HIP DETAIL ADDITIONAL INFORMATION.
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 1(od NAILS -0° MAX _ 201-0" MAX
<br />SCHEDULE FOR SHEATHING DETAIL Sd 'O/C- 1) 4 BLOCKING W/l2) 10d
<br />'X' BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN, 2x4 "T" BLOCKING*
<br />� 6
<br />x
<br />TOP CORD
<br />WOOD TRUSSES TOE NAILS a EACH END a
<br />_ Y
<br />BLOCKING FOR 45 t
<br />24 MAX.2'x4'� OUTLOOKER
<br />24' O/C (TYP)
<br />FIRST FOUR ROWS24
<br />O.C.
<br />OF TRUSSES 9
<br />I
<br />U5P RTIOKAR R EQUAL a EA.
<br />. I
<br />` 2 22 i2
<br />EDGES OF 2x4 CROSS BRACE
<br />SHEATHING APPROX- 0'FROM
<br />I
<br />'L' BRACE TO EXTEND AT LEAST
<br />s
<br />TYPICAL RIDGE FASTENED AT
<br />'30% OF WEB LENGTH (SEE TABLE)
<br />.
<br />EACH JOINT W/ (2) 106
<br />Iz I2
<br />V-1-1
<br />4 (2)106 TOE NAILS 6
<br />I
<br />GABLE TRUSS
<br />EA. END I
<br />I
<br />1/2' CDX PLYWOOD OR 1/16' OSB
<br />n
<br />y11�1� yl��
<br />F.T.
<br />TRUSS VERT. WEB l SILL
<br />BILL
<br />I
<br />SHEATHING ATTACHED W/ D 1
<br />NAILS � 6' O.C. EDGES AND 12'
<br />Lu
<br />SPACED 48' O/C 4X.
<br />I I
<br />I
<br />O.C. FIELD
<br />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
<br />2x4 PANEL BLOCKING fit 48 O.G. FOR THE FIRST
<br />I
<br />1OdX3' 9 3' O/C THROUGH CHORD
<br />. 6 EACH CONN. s 24' O/C
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE
<br />8'-0' OF END WALL FROM EA. END TYP. BOTTOM
<br />I
<br />INTO 2'xV F.T. PLATE
<br />USP HGAMIO W/(4)-I/4'xl-3/4'
<br />(D = 0.148', L = 3') OR EQUAL (D = 0207, L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR
<br />CORD ATTACHED W/ (2) 16-6 TOENAILS
<br />I
<br />WEEP SCREED INSTALLED PER
<br />MOISTURE BARRIER
<br />WEDGE BOLTS 4 (4) BIDS 1/4'
<br />NOTES: EQUAL
<br />MANUF- 4 FRC SECTION R103.12-I
<br />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 />-
<br />SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
<br />2x4 'T' ON TOP OF PANEL BLOCKING
<br />MOISTURE BARRIER
<br />MASONRY WALL
<br />2x4 BLOCKING
<br />-1 48" O.C.
<br />X 11- "L" BRACE I 16d NAIL
<br />ATTACHED W/
<br />10d NAILS -1 4"
<br />O.G. TYPICAL
<br />GABLE TRUSS WEB
<br />51NGLE T" BRAGING DETAIL ro
<br />SGALE- N.T.S. SS
<br />DIAPHRAGM
<br />BLOCKING 51
<br />48' O/C GABLE TRUSS
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 50 FOR 5-PLY, PROVIDE 1/4' 1) IA. x 1' LAG SCREWS OR EQUAL FASTEN WITH IOdx3' 9 4' O/C USP HTA20 -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 Sd VERT. WEB (24' O/C MAX.) I; SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE
<br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP GUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING a 4'-0' O.G. MAX. (2) 2'x8' 'L' BRACE
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3)
<br />16d COMMON NAILS. LONE INTO EACH OUTSIDE FAGS CI002 FOR FIRST 8'-0' FROM END WALL '� 4' O/C TYPICAL MISSED VERTICAL WEBf USE 16d PER SIDE
<br />5/8'x 10' 'J' BOLT ,@ 32' O.C. SIMPSON MSTAM36 , ON OUTSIDE 2) T, BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT
<br />OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. ') NON - LOAD = BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST g0% OF THE WEBK. II
<br />TYPICAL NAILING SCI�EDULES I=OR BUILT-UP COLUMNS g I SECTION W/ 3/16'&0 PLATE WASHER SEARING LOCATION (UNEVEN GLG.) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � 5G155OR GABLE 'IT" BRAGE -I
<br />CJJ SCALE: N.T.S. SEE TYPWALL SECTION FOR SCALE: N.T.S. t AS PER HIB 91 SCALE: N.T.S. 55
<br />.
<br />SCALE: N.T.S. CJJ � AS PER BGSI 2013 EDITION SCALE: N.T.S. CJJ'
<br />ADDITIONAL INFORMATION.
<br />2'x4' OUTLOOKER Q 24' SCISSOR TRUSS
<br />12
<br />O,C. W/ (2) 10d PER JOINT
<br />TOP CHORD BLOCKING FOR 15T
<br />MINIMUM 2x
<br />FOUR ROWS OF TRUSSES, USING
<br />CROSS BRACING
<br />(2)16d TOE NAILS 9 EA. END
<br />(SEE PLAN FOR
<br />NN
<br />LOCATIONS)
<br />10dx3' O/C 2'x4'
<br />(2) 16d PER
<br />6' O/C RUNNER
<br />JOINT
<br />TYPICAL
<br />It 12" MAX.
<br />IILl' f5R,4CING RE =IRE= IE=NTS
<br />STUD
<br />SPACING
<br />NO
<br />V BRACE
<br />(1) 2'x4' (UN.O.)
<br />'L' BRACE
<br />2'x6' (UN.O.)
<br />'L' BRACE
<br />24'
<br />O'O' - 3'-O'
<br />3'-O' - 6'-O'
<br />6'-O' 4 GREATER
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. a EACH VERTICAL AND
<br />(2) 21IxV FULL HEIGHT 6 DIAPHRAGM BLOCKING
<br />6.9 1 MAX.
<br />OVERLAP T_RU55 BRACING
<br />PRE-ENGINEERED AT LEAST TWO TRUSS SPAr.,ES ��- "OVERLAP
<br />WOOD TRUSSES -- --- 2X4 BRACING 648' O.C. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W/
<br />2-106 Q EA. TRUSS (NOTE: BRACING
<br />MAY BE PLACED ON EITHER TOP
<br />-�-.-w-'T OR BOTTOM OF THE BOTTOM CORD)
<br />w m
<br />CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN.
<br />I
<br />NOTE'
<br />H
<br />(2) 16d JOINT
<br />NON -DROP
<br />EXCEPT, SCISSOR
<br />1) 'L" 5RAGE MUST EXTEND AT 'F�051- OF UJF=,ALTERNATE
<br />FULLBHEIGHT
<br />MINIMUM PER MINIMUM 2x4 TRUSS BRACING
<br />CR06S 5F,4CING DE T,41L KJ
<br />GABLE END DEVIL
<br />GABLE WHIGH REQUIRES BRACEETAO EXTEND OF GABLELENGTH
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 106x3" NAILS -a 4" O/C.
<br />TRUSS 5R,4CING OVI=RL,4P DE«TA,IL —11 -
<br />COSMETIC DROP CEILING FRAMING
<br />SCALE: N.T.S..
<br />SCALE: N.T.S.
<br />SCALE: N.T.6. 155
<br />SCISSOR TRU56
<br />NN
<br />W/ DROP CEILING BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />I GABLE TRUSS
<br />S5 4
<br />85
<br />'L' BRACE W/ 10d 9 4'O.C. 12
<br />(SEE SCHEDULE FOR SIZE
<br />12 AND LOCATION) 6.g MAX.
<br />6.g MAX. 'L' BRACE W/ 10d 4' O/C
<br />5 (BEE SCHEDULE FOR SIZE
<br />5 S5 AND LOCATION)
<br />S5
<br />ABLE TRUSS
<br />� 6
<br />S5 SS
<br />4
<br />y
<br />Ci
<br />tu
<br />lu
<br />�r
<br />04X
<br />e
<br />_-
<br />-
<br />-
<br />--
<br />-
<br />0Q
<br />61
<br />e
<br />Lu
<br />d e
<br />@
<br />@
<br />X
<br />—
<br />- —
<br />@
<br />j
<br />to
<br />NNN
<br />3
<br />12 S5 OUBLE TOP PLATE
<br />6•9 MAX.
<br />2X4 LEDGER
<br />USP LSTA 18
<br />NNN
<br />UPLIFT CONNECTIONS -
<br />DBL. TOP PLATE \_STUDS t-'�I� F�>41„'CING-sTUDS 9 16' O.G.
<br />CONT. BEARING ONT.BEARING USP HGAIO (TYP) • lb'O.C. USP SPT24 _ _ __ _ WOOD FRAMED G,48LE END BRACING DETAIL
<br />G � 5 L � � N D 5 �4 C I NG D E= T,4 I L o EACH STUD � USE USP NTA2O (OR EQUAL) CONNECTORS � MASONRY
<br />C ,'48LE END 8R,4C ING DET,41 L SCALE: 3/4'=I'-o' OR SIMP50N RTI6A (OR EQUAL) CONNECTORS 0 MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S.
<br />MEAN WALL HEIGHT UP t0 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 SPEED SPECIFICATION FRAME WALLS 4 USP R71 a NIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION
<br />END JACK
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<br />ne ea�bd fi ev b-oa�n P4fiAa2
<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 L
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT =±0.18) 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 />@2018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LEN NAR CORPORATION.
<br />@2018 - THESE DRAWINGS AND DESIGNS ARE THE
<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 DESCRIPTION
<br />12.19.17 1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />UPDATED CONNECTION
<br />06.08.18 1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />VERSION NO. 1.01 / 06.08.18
<br />Oag#a5,
<br />y 0 O•
<br />„ uj
<br />+4 4J4.
<br />3 rx!'®
<br />0
<br />C7 t�
<br />Lu 4:V
<br />z
<br />Lu
<br />r
<br />QN =N
<br />NJ Lu CY) _ 10
<br />W :D* *
<br />Z :�i u.i = LJ_i
<br />W ❑
<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 380842
<br />DATE ISSUED: 06.25.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S5
<br />jL__
<br />
|