|
2x4 "T" BLOCKING _-
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SGHEDULE FOR SHEATHING DETAIL
<br />TOENAIL UJ/ (2) i6d NAILS
<br />I 2"x4" OJT' 00<ER
<br />1 24" Gr.
<br />SEE 5TRUCTURAL NOTE5-1 B4CKNA'L WI! (2) 16d NAIL5
<br />LE \
<br />HND N.4iLING 5GHEDU F�R 15P RT16 OR EQUAL
<br />r
<br />�HFQTHING DETAIL I
<br />r-I T T ,-B4CKNAIL W/ (2) 16d NAILS
<br />SEE S KUC URAL NO ES
<br />r C %
<br />AND NAILING oGH�DULE - 2x4 OUTLOOKER ^ 24"
<br />,- r ;-2x4 OUTLOOKER
<br />% BASK:TAIL Wi
<br />2x.• BLOCIK!NG "-
<br />\T
<br />a 4�° O.C. � 1G
<br />'� N`IL
<br />TOP CORD
<br />BLOCKING FOR-
<br />FIRST FOUR
<br />ROWS OF
<br />TRUSSES 6
<br />EDGES OF 2x4 GR055 BRACE
<br />SHEATHING APPROX. S° FROM
<br />TYPICAL RIDGE FASTENED AT
<br />EACH JOINT W/ (2) 10d
<br />4 (2)10d TOE N411_5 -0
<br />EA. END
<br />2P.T
<br />TRU55 VERT. WEB x6 .
<br />SPACED 9 48" O/C Mix..
<br />SILL
<br />2x4 PANEL BLOCKING -a 40' O.C• FOR THE FIRST
<br />8'-0' OF END WALL FROM EA END TYP. BOTTOM
<br />CORD ATTACHED W/ (2) 16-d TOENAILS
<br />I I
<br />2x4 "T" ON TOP OF PANEL BLOCKING,
<br />FASTEN WITH 10dx3" 6 4" O/C
<br />T
<br />5/0' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED
<br />WITH ad COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS
<br />G01'1PLYING WITH ASTM G1002 FOR FIRST 6-0" FROM END WALL
<br />e 4" O/C TYPICAL
<br />5/8'x 10' "J" BOLT 6 32' O.G. MINIMUM 6" FROM -
<br />PLATE SPLICES W/ 3/16'x2'0 PLATE WASHER
<br />SGALE: N.T.5.
<br />/-REFER TO SECTION lA
<br />/.. ON SHEET 55.1 FOR
<br />X-BRACING, AND TOP
<br />� CHORD BLOCKING
<br />uSP�GAMIO
<br />NFORM.AT I ON
<br />;6 x1 1- WE>GE <
<br />BCL S 4) 5a, WOOD TRUSSES
<br />/411 xCREW5
<br />I �-
<br />2x4 RAT RUN BRACING
<br />AT 24' O.G. ON TOP OF
<br />BOTT. GHCRD FOR 4
<br />-' TRUS5 5P4N5
<br />4TTACHED W/ 2 - 16d
<br />AT EA. TRUSS JOINT
<br />ATTACHED w;' 106 NAIL'S f) E4. END BLOCKING , ! T � 6" C.G. EDGE5 AND 12` r- - 2x4 BLOCKING 'a 24"
<br />�L2' CDX PLYWOOD OR -1/6" RU55E5 FROM EA. A Z CHED Wi ��
<br />NAIL5 6 6' O.G. EDGE5 GYPSUM WALL BOARD L c r 7 tT { • C.C. FIELD a 2' H GH STRENGTH ORJ' O C W/ 2 - 16d
<br />G4B E TRU 5 055 SHEATHING .�I ,ACHED END TYP. TOP 4 (sad NAiI. 4' \® 1
<br />AND 12" O.G. FIELD 2"x4" PANEL BLOCKING a 48' O.C. FOR THE FiR5T� j /2, p1 n W/ 10d NAIL5 6 6" O.G. EDGE5 BOTTOM 4T:4GIHED �� (2J 16d NAILS O.G, TYPICAL 5/8" GYP. LJB W! 13/8" TOENAILS EA. END
<br />I 1 GDx : >_YWOCD 0R � T
<br />10dX.3" 3" O/G (4) ROWS OF TRUSSES FROM EA. END TYP. r- _ - AND '2" O.C.FIELD W'i (2) 16 d TOENAILS
<br />I 2x4 IT" ON TOP OF PANEL T DRYWALL NAILS OR - -�
<br />T/16" 055 SHEAT4NG
<br />THROUGH GHCRD T- A c c -- �. H GABL� RLj55 WEB - �- Sr �I T„ -; �} 145ONRY W4L!
<br />BOTTOM CORD A. IHUH�D U% (2) 16-d TOENAI" ATTACHED Wi i0d I �BLOCK,NG, FASTEN WITH ��?
<br />INTO " x6"P.T. PLATE - - 5IN�LE II�I1 �' !, alp. ,
<br />�) 16d NAIL
<br />�— 10dx3" 4° O!C CI r DST C/G C�I�iNG 4 5" C!G� �ARCHITEGTURAL FINISH 2'x4" LEDGER IMAT ,H BOTTOM �NGRD NAIL5 •@ 6' O.C. EDGE5 ® f" ?��� f '- '- -
<br />7,x4 PANEL BLOCKING 48" - 2x4 BLOCKING 5/8 OR 1 1 GEIL ING DENSE GYPSUM WALL -� I WALLS
<br />WEEP SCREED SLOPE OF ADJACENT 5C!S50R TRUSS) AND i2" O.C. FIELD r r r r (. A r �'
<br />O.. FCR T NE FIRST (4) ROWS FI U51 HGAio a 36"
<br />1 A"�' „ , „ P.T.�' ' I BOARD rASTEN�.� WITH ad COOLER NAILS
<br />IN5THLLED PER M14NUF. C x10 ISILL 1,1-NOTCH 'L" BRACE HERE OF TRU55ES FROM EA. END EL 2x4 "T" ON TOP OF FAN OR 1 !/4" LONG DRYWALL SCREWS O.C.
<br />lJ "-
<br />T e -
<br />7 5/8" x I©" "J" BOLT 48" O.C,-. '�_I = TYP. TOP 4 BOTTOM AT ACHED , u 4P .�AG1 ) T ! L CNN.
<br />MOISTURE B.+RRIER W�EI SCREED BLOCKING, FASTEN WITH COMPLYING Wi T N ASTM CI00% FOR FIRST CBL. TOP r L �_
<br />c r � a � � I W/ (2 16-d TOENAILS � �° r / STUD WALL B_OGKINC�• � �=.X I . :%� ��,� �1
<br />-- U5P HIA20 OR _Q. 6'-0' O.G. Tl"PIGAL— INST41 LED PER MANUR ^ J T a'-O" FROM END WALL a 4" O/C TYPIGAL PLATE r, �-� ,� 0dx� 4" 07G
<br />I .SEE TYP. SEC.) 48" O/c 1 ��eN •� � iNC LOCATION �
<br />-U5P HTA20 e EA. TRUSS ALTERNATE USP L5TA18 STRAIGHT STRAP 4' 0" �-MOISTURE BARRIER 5/8" ..R 1/�' CEILING DENSE 2x4 LEDGER (MATCH BOTTOM c T
<br />O/C ALIGNED WITH GABLE WEB. 4TT4CL4 TO TRUSS GYPSUM WALL BOARD FASTENED F T U P SPT2 EA STUD
<br />VERT. WEB (24" O/C Max.; CHORD SLOPE C �DJA�EN
<br />W/T-l0dxl 1/2" AND TO MASONRY W/ (3) 3!16"x 2 1/4" WITH ad COOLER NAILS OR 1 li4" TRUSS) � I r�``-
<br />TAPCONS. — _ LONG DRYWALL SCREWS e `_ C T 1 ON
<br />NOTE: IF EMBEDDED
<br />� � ��� COMPLY NG WITH ASTM Gi002 i ON �� SGALE: N.T.S.
<br />STRAP MISSED VERTICAL 1 FOR FIRST a'-O" FROM END W4LL
<br />WEB* USE 51MP50N �\ r- % e 4" O/C TYPICAL �i/
<br />SCALD: N.T:S. �,� SCALE: N.T.S.
<br />MSTAM36 ON OUTSIDE
<br />EA. OUTLOOKER ; 2x4 FOR SHEATHING DETAIL r SEE STRUCTURAL (2) 16d NAILS 2`� O/G
<br />0.G (OPTIONAL - SEE
<br />OUTLCOKER NOTES AND NAILING TOP CORD
<br />24° 0.--.ELEVAT ONS) ATTACHED LU ��
<br />SGHEDULE FOR BLOCKING FOR Od NA �C
<br />2X4 CCNT"L" BRACE r USP RTl6 OR FIRST FOUR ROWS a .1'
<br />CP CORD - 45°� TOP CORD BLOCKING -USP RT16 OR EQUAL SHEATHING GET II_ O.G. 1'Fi` ,AL
<br />USP RT16 OR BLOCKING FOR �� FAQ TENED IW/ (2) ICd EQUAL EA. �' ��
<br />EQUAL EA. FIRST FOUR ROWS CF 24" O C. CM D FOR FIRST FOUR ROOW 5 �ar. EA. OUTLOOKER OF TRUSSES
<br />_ OF RUSSE EDG_S 211x4" GR055 BRACE-----] OUTLOOKER 1 .i. �DD� ES O, �� GABLE TRUSS UJE-
<br />OUTI OOKER TRUSSES e EDGES HE IGH : Y T APPRCX. 8 FROM H_A HIND T III • F fi
<br />r OF SHEJTNIPdG T. PIGAL DOUBLE TOP PLATE
<br />! OZ LE L BRAG NG
<br />"L" BRACE TO EXTEND OF SHEATHING TYP. 2X4 KICKER 2xb SYP"2 "L" BRACE TO / RIDGE FASTENED AT 1 /-"L" BRACE TO EXTEND '_ �'
<br />EX T END I1 LE45T 90% 2x4 GROSS BRACE APPROX. EACH JOINT W/ (2) 1
<br />AT LEAST W% OF WEB = T n a%ALE- N,T.`-' �B u � 8'-0" O/C. � AT LEAST 90io OF WEB
<br />cc A E ! USP 8" FROM RIDGE FA5:ENE . A.T
<br />E 2x4 CRO..., BR.,GE OF W_B LENGTH 10d 4 (2) 10d TOE I LENGTH (SEE TABLE)
<br />LENGTH BEE TABU) SPT4 EA. EARN JOINT W! (2) IDd 4 (2) c 2x4 "T" BL O''K!NG ?�
<br />APPROX. S" FROM I NOTCH � BOTTOM NAIL., � Ems. E�ID
<br />rGABLE TRUS5 RIDGE FASTENED AT CHORD ( SEE TABLE) STUD i 10d TOE NAILS a EA. END -GABLE TRUSS ' KII
<br />2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 2x4 BLOB 'NG--,
<br />1; 2" CDX PLYWOOD OR EACH JOINT W/ (2) ,_ U5P RT3A WITH 0-8d 2X6 FRAMED WALL - SEE T l/16" OSB SHEATHING 48" O.C.
<br />10 48° O/C FOR HE
<br />7/16, OSB SHEATHING lad 4 (2)10d TOE - FROM LEDGER TP WALL SECTION FOR SPACING rr ATTACHED W/ 10d NAILS r-� 1G0
<br />NAIL
<br />Y' FIRM (4) R011� OF °L" 5R, 4..E -�
<br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS
<br />W/ (1) ROW � 31' . x 6" L4l INA7 iCN5 W/ (2) ROWS
<br />OF STAGGERED 10d COMMON WIRE NAIL5 OF STAGGERED 30d COMMON WIRE N4IL5 OF STAGGERED 30d COMMON WIRE
<br />(D = 0.148", L = 3") OR EQUAL (D = 0.207",
<br />L = 4 1/2") OR EQUAL NAILS (D 0.207, L = 4 11/2"; OR
<br />EQUAL
<br />NOTES:
<br />U ADJACENT NAILS ARE DRIVEN FROM OPPOSITE
<br />4) FOR 4-PLY, PROVIDE 1/4" D! 4. x 5 1/2" LAG SCREWS OR EQUAL
<br />SIDES OF THE COLUMN
<br />(SPACE 145 51H0111N FOR 3-PLY)
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE
<br />5) FOR 5-PLY, PROVIDE 114" DiA, x 7" L4G SCREWS OR EQUAL
<br />THICIGNESS OF THE LAST LAMINATION
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED 'W/ (2)
<br />6) REFER TO ND5 SECTION 15,3 FCR 4DDITiON4,� INFORMATION
<br />16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE
<br />OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING-)
<br />Ti'FICAL NAILING 5CbEDUL��
<br />F05 1L =1u �0=h�
<br />�
<br />SGALE:
<br />1INIh1Ul" 1 2 "x4"
<br />:ROSS BRACING
<br />SEE PLAN FOR
<br />.01-4 T iONS)
<br />(2) 16d. PER
<br />JOINT
<br />-CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN.
<br />C,5�055 5FACING; DETAIL /,/
<br />SCALE: N. T .5.
<br />G>45L_ E END EFRAC f NCB E 7A-I-L_ - -- -
<br />MEAN WALL 1HEIG-H7 UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />Sd C 6"C/C
<br />WOOD TRU55E5
<br />USP HGAMIO W/(4;-3/!6'x.!-3/4"
<br />WEDGE BOLTS 4 (4) SDS 1/411
<br />x 1 1/2' 5CREiUS
<br />2 x 4 BLOCKING W/(2) 10d
<br />TOE NAILS -T EACH END a
<br />24" O/C (TYP)
<br />`BRACING W/(3) i0d x 3"
<br />a EACH CONN. ;� 2a" OIC
<br />MOISTURE BARRIER
<br />\-BOND BEAM
<br />M450NRY WALL �
<br />ARCHITECTURAL �!NISH
<br />Y . 'JAL L OONN. 'S NON =LOAD �—
<br />5F74FiN(_'� LO(,_ 4,TION DIN E`✓LN C,LCi,
<br />SEE TYP WALL SECTION FOR SCALE: N *.S.
<br />ADDI T ICI IAL iNFORMATICN.
<br />2"x4" OUTLOOKER a 24"-
<br />O.G. LJ/ (2) 10d PER JOINT
<br />USP �4?W20
<br />10dx3` O/C-' 12 "x4�
<br />TOENAIL_' 6 6" O/C RUNNERS
<br />W/ (2) 16d TYPICAL
<br />NAILS _
<br />j"L_
<br />AL7ERN4TE NON -DROP
<br />G45lE PEND DE T 4; !
<br />SCALE: N. T .S.
<br />SCALE: N T.S.
<br />PROPER INSTALLATION
<br />11 E15
<br />4 I I Vf;;-'E 01=E N T 5
<br />STUD
<br />NO � (1) 2"x4" (UN.O.) 2"x6" (U.N.C.)
<br />5P4CING
<br />"L" B"L" BRACE "L" BRACE
<br />RACE
<br />0'0" - 3'-011 3'-0" - 6'-0" 6'-0" 4 GREATER
<br />SCIS501, G45LE
<br />(1) 2"xa" 02 EAC+4 VERTIC4L. AND
<br />'2/1 2`xa` FILL NEIGr47 e E3LO1KINC;
<br />NOTE:
<br />1; "L" 5R,4GE ^^UST EXTEND 47 LEAST 30% OF WEB LENGTH EXCEPT SCISSOR
<br />GALE LJHIGH REQUIRES E3RACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L." BRACE TO BE F45TENED TO GABLE STUD LJITH 10dx3" NAILS n) 4" O/G.
<br />-'L' BRACE W/ IOd 6 4' O/c
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />GAE3LE PND SfR4CING DETAIL
<br />MEAN WALL HEIGs 4T UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: 3/4'=1'-0'
<br />REBAR (TYP)
<br />�. 90* NOOK (TYP.)
<br />3 AT THE FIRST 2 COURSES
<br />�: FOUNDATION PLAN
<br />I
<br />PRE-ENGINEERED'
<br />WOOD TRUSSES
<br />s - - -
<br />- SEE T'-P EC_ 0\1 -:r,R G _
<br />E
<br />40D _'ION4 iNFORM4 T ICN.
<br />(2) 2'x8' "L" BRAC
<br />FASTENEp WITH (3)
<br />6c! PER
<br />Slr E _tlL
<br />i,D
<br />� 6E 1 E li =t ll fir=,4 ::
<br />,45 PER HIS 91
<br />X fP�ZAGE 6EE IE J;`S5 G0NTINJCUS BO""^MICORD BRACING 2"X4° MIN.
<br />♦ UNAGC PT45LF. IN5T.AL.LT10N
<br />♦♦♦ DO NOT DO T�i S ® ®
<br />® 5 RE
<br />♦
<br />EAR !TYP
<br />♦®
<br />®♦ ,� STD
<br />♦ LLI
<br />f
<br />90.
<br />NOOK TYP.i i1
<br />I
<br />I �
<br />; I I
<br />I
<br />�
<br />40
<br />�(
<br />_o
<br />T
<br />�
<br />I
<br />-�
<br />I
<br />I
<br />i
<br />1
<br />\,
<br />�I
<br />I
<br />I
<br />I
<br />1
<br />®®
<br />I NOTCH <TEW#d FIR°T COURSE 1
<br />III � a
<br />, a
<br />C� II
<br />LLi
<br />{Q �I
<br />�k
<br />eta
<br />C�
<br />wl
<br />♦♦ NOTE
<br />♦ i) SEE TRUS5 TRJ55 EN_'-"INEERING LTOP 4 BOTTOM GORD
<br />GUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />_ ♦® it e GABLE END BRACING s
<br />H:-;. MY E E REQuiRED 4'-0" O.G. MAX. FOR
<br />2i i ` " BRAGItv�� Ma . BE 'LIED �N I _ �_ „r PEKI :�NEN- IFIRST ;4, ROWS OF TRUSSES
<br />r j' BRAGiNG P ROVi DEG IT EXTENDS O'✓ER ==T LEAST 909. OF THE WEB.
<br />Il L D LL iN� ll fii0�i � e� �!IRE7,, '1-11NI'1u1-1 F)ERl" =NN7 �R,4c1N G PIAN I�
<br />SCALE N.I.S.
<br />A:, PER BGSI 03 SEAL c: N.T.5.
<br />-- .•�./_ :__•=_E„�,� etc:.=,� \�
<br />--- AT LEAST TWO TR155 SPACES -- - OVERL==P
<br />II
<br />MINIMUM (2) 16d PER JOINT '\-MINIMUM 2"x4" TRU55 BRACING
<br />»Ii,AILa
<br />g EACH STUD
<br />SCALE: N.T.S.
<br />uF'L i F C�ONN T i OINK r
<br />SCIS50R 1'RUS3
<br />--- 2X4 BR:4-DING a 48" O.G. CONTINUUCUS
<br />lip 71X�:.% 0,,T:ON A ACH=D w
<br />-'',Oa a TRUSS !NO-=. BR ZING
<br />MAY ,,F PI LCED ON EITHER TOP
<br />Or-' BOT10M OF THE BOTTOM GOAD)
<br />11J% D?�O G"EIL INS ' 4.1C_1i'Ni�/S :D1= r
<br />ME4N WALL HEIGHT UP TO 3101-0'I SCALE: NT5
<br />SEE STRICTURAL NIO?ES FOR WI*\u SPGEv S�4CIF`:c Al ION
<br />3
<br />55
<br />-DO'L�BL _TOP PL ATE
<br />� I /\ 1 I '., r_ I i- .�, n � �.- � - i 1 T.S.
<br />MEAN' W-_L_ HE u� N `O _C T RL'TJ�, a,,,A �.
<br />NOTES FOR WIND SF,EED SPED rIGAT"ON
<br />;AM ING
<br />1
<br />I
<br />STUDS le" O.C.
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813,145,0166
<br />f. 813.645.9698
<br />www.danscoenginee(ng.com
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE IINCLUDING 2009 SUPPLEMENT,, SECTION
<br />R301FOR 120 MPH 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED INTERNAL PRESSURE COEFFICIENT = 1-0,181
<br />WIND ZONE.
<br />THIS DPA W ING 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 />02010 LENNA R CCRP: THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSE1:' FROM LENNAR CORPORATION.
<br />02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THI5 PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />1 02.02.09
<br />1.0 2007 FBC UPDATES
<br />0.29.09
<br />1 05.07.10
<br />07.28.10
<br />1.01 FFPC 2007 UPDATE
<br />2.00 GP FIREWALLS
<br />3.00 ADD ALT. ROOF
<br />SHEATHING FOR TILE ROOF
<br />1 1.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />VERSION NO. 4.00 / 1 1.12.10
<br />CA 25948
<br />❑ SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />�
<br />IloseAll
<br />r y.
<br />' ' w
<br />• • r
<br />N. a
<br />cv
<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />S5
<br />0
<br />0
<br />r-
<br />1-0
<br />
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