|
SEE STRUCTURAL NOTES AN[) NAILING TOENAIL W/ (2) I(od NAILS
<br />SCHEDULE FOR SHEATHING DETAIL 2 "x4' OUTLOO<ER -
<br />TOP CORD s 2 4 O.C. Z
<br />BLOCKING FOR
<br />FIRST FOUR
<br />ROWS OF 45'
<br />TRUSSES -s
<br />EDGES OF 2x4 C_Rd�S BRACE
<br />SHEATHING APPROX, 0' FROM
<br />TYPICAL RIDGE FASTENED AT
<br />EACH JOINT W1 (2) 10d
<br />4 (2)10cl TOE NAILS e
<br />EA. END
<br />2x(o P.T.
<br />1
<br />TRU55 VERT. WE5— SILL
<br />OIr �X.
<br />SPACED @ 48' OIC
<br />Z.
<br />2x4 PANEL BLOCKING -a 46' O.C. FOR THE FIRST
<br />6-0' OF ENE) WALL FROM EA. ENID TYP. 50TTOM
<br />-d TOENAILS
<br />CORE) ATTACHED W1 (2) I(o
<br />I 1 1 1
<br />2x4 'T" ON TOP OF PANEL BLO
<br />FASTEN WITH 10dx3" -s 4" O/C
<br />5/a' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED J
<br />WITH &d COOLER NAILS OR 1 1/4' LONG DRYWALL 5CREW5
<br />COMPLYING WITH ASTM C1002 FOR FIRST 8'-0' FROM END WALL
<br />6 4' O/C TYPICAL
<br />5/a'x 10' "J' BOLT 6 32' O.C. MINIMUM (o' FROM
<br />PLATE SPLICES W1 3/I(o`X2'0 PLATE WASHER
<br />3ECTION
<br />SCALE. N.T.5.
<br />SEE STRUCTURAL NOTES CKNAIL W/ (2) I(od NAILS 5ACKNAIL W1 (2) I(od NAILS
<br />AN[) NAILING SCHEDULE F R SEE STRUCTURAL NOTES
<br />SHEATHING DETAIL USP RTI(o OR EQUAL 2'x4' AN[) NAILING SCHEDULE 2x4 OUTLOO<ER 24'
<br />EA. OUTLOOKER EE SEE STRUCTURAL
<br />�U F R
<br />LL JE
<br />L
<br />OUTLOOKER
<br />E
<br />NOTES AND NAILING
<br />6 24' O.C.
<br />x
<br />SCHEDULE FOR
<br />24" �IAX.
<br />V24
<br />TOP CORE)
<br />45*±
<br />45'±
<br />2X4 CONTV BRACE
<br />J011
<br />TOP CORD BLOCKING -,-'
<br />U6P RTI(o OR EQUAL e
<br />SHEATHING DETAIL
<br />F�
<br />U,
<br />LISP RTlro OR
<br />BLOCKING FOR
<br />FASTENED W/ (2) 10d
<br />FOR FIRST FOUR ROWS
<br />')KER
<br />4" 1-1.4/. EA. OUTLOC
<br />EQUAL 's EA.
<br />FIRST FOUR ROWS OF
<br />3"s 24' O/G. GMID
<br />OF TRUSSES w EDGE5
<br />7
<br />\��
<br />2'x4' CROSS BRACE
<br />OUTLOO<ER
<br />TRU55E6 Q EDGE5
<br />HEIGHT
<br />OF SHEATHING TYPICAL
<br />DOUBLE TOP PLATE
<br />APPROX. 0' FROM
<br />"L' BRACE TO EXTEND
<br />OF SHEATHING 7�rl=.
<br />KI NER
<br />2X4 KICKER
<br />11
<br />2x8 5YP*2 V BRACE TO
<br />2x4 CRO55 BRACE APPROX.
<br />RIDGE FASTENED AT
<br />AT LEAST 130% OF WEB
<br />5�_O�K
<br />'OX
<br />-S 51-01 O/C�
<br />EXTEND 'a LEAST 130%
<br />U5P
<br />a' FROM RIDGE FASTENED AT
<br />EACH JOINT W1 (2)
<br />LENGTH (SEE TABLE)
<br />L
<br />2x4 CRO55 BRACE
<br />OF WEB LENGTH 4
<br />NOTCH 6 E30TTOM
<br />5PT4 6 E
<br />EACH JOINT W/ (2) IOLI 4 (2)
<br />106 4 (2) 106 TOE -
<br />NAILS e EA. ENE)
<br />GABLE TRU55
<br />APPROX. 0" FROM
<br />RIDGE FASTENED AT
<br />CHORE) (SEE TABLE)
<br />5TUD
<br />10d TOE NAILS -6 EA. ENE)
<br />1/2' CDX PLYWOOD OR
<br />EACH JOINT W/ (2)
<br />U5P RT3A WITH a-Od
<br />2X(o FRAMED WALL - SEE
<br />2-4 PANEL BLOCKING
<br />45' O/C FOR THE
<br />111(o' 055 5HEATHI NG
<br />10d $ (2)10cl TOE 1
<br />7
<br />FROM LEDGER TP
<br />ALL SECTION FOR SPACING
<br />FIRST (4) ROWS OF
<br />ATTACHED W1 Iod
<br />NAILS 6 EA. ENID
<br />1
<br />BLOCKING
<br />'-"_GA5LE
<br />1/2" CDX PLYWOOD OR 7/1(o'
<br />TRU55E5 FROM EA.
<br />NAILS 6 6" O.C. EDGES
<br />-GYP5UM WALL BOARD
<br />TRUSS
<br />SHEATH ING ATTACHE[)
<br />END TYP. TOP 4
<br />AND 12' O.C. FIELD
<br />2'x4" PANEL BLOCKING -0 4a' O.C FOR THE FlReIT�
<br />CDX PLYWOOD OR
<br />W1 10d NAILS a V O.C. EDGES
<br />E30TTOM ATTACHED
<br />IOCIX31 -s 31 O/r,
<br />(4) ROWS OF TRU55E5 FROM EA. ENE) TYP.
<br />111ro' 056 SHEATHING
<br />AN[) 12' O�C. FIELD
<br />W1 (2) 16-d TOENAILS
<br />THROUGH CHORD
<br />4 1 L 5A
<br />BOTTOM CORD ATTACHED W/ (2) l(o-d TOENAILS
<br />ATTACHE[) W/ 10d
<br />(2) I(od NAILS
<br />INTO 2'x(o' P-T. PLATE
<br />2'x4" LEDGER (MATCH BOTTOM CHORE)
<br />NAILS -6 (o" O G EDGES
<br />U5P RTI(o OR
<br />EQUAL -5 EA.
<br />OUTLOO<ER
<br />5AC<NAIL W/
<br />IL!5
<br />2x4 5LOC,<ING
<br />2x4 OUTLOO<ER
<br />e 45" C.C_
<br />'� �
<br />Irocl NAIL
<br />s 24" O/C
<br />V 5RACE
<br />TOP CORD
<br />ATTACHED W/
<br />W,
<br />BLOCKING FOR
<br />tAx
<br />106 NAIL& 6 4"
<br />tv 41
<br />FIRST FOUR ROWS
<br />O.C. T'YFICAL
<br />OF TRUSSES -s
<br />4 m
<br />EDGES OF
<br />G,45LE TRUSS WEE3-�
<br />SHEATHING TYP
<br />DOUBLE "L" 5RAGIN6 DETAILQ
<br />--�'L` BRACE TO EXTEND
<br />AT LEAST'�O% OF WEB
<br />SCALE; N.T.S.
<br />LENGTH (SEE TABLE)
<br />/--1.3ABLE TRU55
<br />2x4 "T" BLOCKING
<br />1/2' CDX PLYWOOD OR
<br />2x4 E3LOC:<ING
<br />111(o' 055 SHEATHING
<br />46' O.G.
<br />ATTACHED W/ 10d NAILS
<br />"L" 5RAGE
<br />-1rod NAIL
<br />6 (o' O.C. EDGE5AND 12'
<br />ATTACHE[)
<br />O.G. FIELD
<br />lob NAILS 4'
<br />(2) l(od NAILS
<br />O.C_ TTIP I G L
<br />- 2x4 'T' ON TOP OF PANEL
<br />FASTEN WITH
<br />GiABLE TRUSS UJE5
<br />BLOCKING,
<br />V
<br />10clx3' G 4' 01C
<br />5INGLE 1" 5RAGING DETAIL/-�
<br />.
<br />.
<br />2x4 PANEL BLOCKING 4 2x4 BLOCKING 5/0' OR 1/2" CEILING DENSE GYPSUM WALL
<br />WEEP 5CREED SLOPE OF ADJACENT SCISSOR TRUSS) AN[) 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS
<br />BOARD FASTENED WITH &d COOLER NAILS SP HGAIO 3(o' SCALE; N.T.S.
<br />INSTALLED PER MANUP. 2'x(o' P.T. SILL NOTCH V BRACE HERE OF TRU55E5 FROM EA. END A- -\-2x4 "T" ON TOP OF PANEL OR 1 1/4" LONG DRYWALL SCREWS O.C.
<br />z C
<br />REFER TO SECTION ]A
<br />ON SHEET 55.1 FOR
<br />U5P HGAMIO W/ (4)----�
<br />z CHORD BLOCKING
<br />311(o'xl-314' WEDGE
<br />11 INFORMATION
<br />BOLTS 4 (4) 5DS
<br />WOOD RU55115
<br />1/4' x 1 1/2' 6CREW5
<br />z --2x4 RAT RUN BRACING
<br />AT 24' O.C. ON TOF OF
<br />50TT. CHORD FOR 4
<br />RU P 5
<br />ATTACHED W/ 2 - 1(od
<br />AT EA. TRU55 JOINT
<br />2x4 BLOCKING 6 24'
<br />1/2' HIGH STRENGTH
<br />OIC, W/ 2 - I(od
<br />5/01 GYP. UJB W/ I 3/a
<br />TOENAILS 's EA. END
<br />DRYWALL NAILS OR
<br />MASONRY WALL
<br />DRYWALL 5CRELU-5 I'
<br />O/C CEILING 4 8" O/C
<br />ARCHITECTURAL FINISH
<br />WALLS
<br />_1
<br />DIAPHRAGM
<br />M015TURE BARRIER 5/8' x 10' 'J' BOLT a 4a' O.C. TYF. TOP 4 E30TTOM ATTACHED BLOCKING, FASTEN WITH DBL. TOP
<br />'D
<br />WEEP 5CREED W1 (2) I(o-d TOENAILS 10dx3' 4' O/C COMPLYING WITH A5TM C1002 FOR FIRST PLATE )f 5TUD WALL BLOCKING a EXT. WALL CONN.
<br />U5F` HTA20 OR EQ. 6 &'-0" O.C. TYPICAL. INSTALLED PER MANUR &'-0" FROM ENE) WALL 4' O/C TYPICAL (SEE TYRSEC.) 48' O/C NON LOAD BEARING LCC,4TION
<br />'
<br />'
<br />1
<br />-U5P PTA20 e EA. TRUSS
<br />ALTERNATE U5F L5TAIO STRAIGHT STRAP -@ 4 -0 M015TURE 5ARRIER
<br />DENSE
<br />5/0' OR 1/2' CEILING 2x4 LEDGER (MATCH 50TTOM
<br />USP 5f=724 6 EACH STUD-
<br />VERT. WEB (24" O/C MAX.)
<br />OIC, ALIGNED WITH GABLE WEB. ATTACH TO TRU55
<br />GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT
<br />W/1-10dx] 1/2' AND TO MA50NRY W1 (3) 311(o'x 2 1/4'
<br />WITH 5d COOLER NAILS OR 1 1/4" TRUSS)
<br />3ECTION �4
<br />NOTE: IF EMBEDDED
<br />TAPCON5.
<br />SECTICN
<br />LONG DRYWALL SCREWS
<br />I(
<br />COMPLYING WITH A&TM C1002 SECTION
<br />SCALE: N.T.6.
<br />STRAP MISSED VERTICAL
<br />FOR FIRST 8'-0' FROM ENE) WALL
<br />WE5i USE SIMP60N
<br />SCALE: N.T.5.
<br />-s 4' OIG TYPICAL SCALE: N.T.5.
<br />M5TAM3(o ON OUT51DE
<br />xi
<br />(2) 2' x 4' LAMINATIONS W1 (1) ROW (3) 2' x 4' LAMINATIONS W1 (1) ROW (3) 2' x 6" LAMINATIONS W1 (2) ROWS
<br />zERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE
<br />OF STAGGERED 10d COMMON WIRE NAILS OF 5TAGC
<br />(D = 0.148', L = 3') OR EQUAL (D = O�?01', L = 4 1/2 ") OR EQUAL N,4 I L 5 (D = O�2 01', L = 4 1/2') OR
<br />EQUAL
<br />NOTES; 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2' LAG SCREWS OR EQUAL
<br />1) ADJACENT NAILS ARE DRIVEN FROM OFF051TE
<br />SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PL"r)
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 114' DIA. x I" LAG SCREWS OR EQUAL
<br />THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W1 (2) (o) REFER TO NI:)5 SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />I(od COMMON NAILS. (ONE INTO EACH OUT -SIDE FACE
<br />OF 5.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />T'T�FIGAL NAILING &CHEE)�LE6 FOR 5IJ1LT=Uf= COL��IN,5
<br />G A L E N. T. 6.
<br />1INIMUM 2'x4'
<br />;RO55 BRACING
<br />SEE PLAN FOR
<br />OCATION5)
<br />(2) i(od PER
<br />JOINT
<br />L-CONTINUOU5 50TTOM CORD BRACING 2'x4' MIN.
<br />C fRO 66 E5 fRA C I NG D Ei TA I L (r' 7
<br />SCALE: N.T.6.
<br />G;,45LE ENF,) 5f;P,,4G1NC_-; DETAIL
<br />ad -a (010/C
<br />TRU66E6
<br />USP HGAMIO W/(4)-3/I(o'xI-3/4'
<br />WEDGE BOLTS 4 (4) 5D5 1/4'
<br />x 1 1/2' SCREWS
<br />2 x 4 BLOCKING W/(2) IOGI
<br />TOE NAILS 1w EACH ENID
<br />24' OIC. (TYP)
<br />\-BRACING WK3) 10d x 3'
<br />'@ EACH CONN. 24' OIC
<br />M015TURE BARRIER
<br />\_50ND BEAM
<br />11��MA50NIRY WALL
<br />ARCHITECTURAL FIN15H
<br />EXT. WALL CONN. lo) NON - L0,41)
<br />E3E,4F,lNG LOCATION (�NEVEN C;LG.) (��F=
<br />SCALE: N.T.5.
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />2'x4' OUTLOOKER, 6 24'-
<br />O.C. W1 (2) 10d PER JOINT
<br />TOP CHORD BLOCKING FOR 15T-]
<br />FOUR ROWS OF TRUSSES, U51NG
<br />(2) I(od TOE NAILS is EA. END
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION
<br />IOCIX3' O/C
<br />2'x4'-J
<br />(01 O/C RUNNEF
<br />TYPICAL
<br />'12" MAX.
<br />_V_
<br />ALTERNATE NON-DROF
<br />G,45LE ENE) E)ET,41L
<br />SCALE: N.T.5.
<br />SCALE: N.T.5.
<br />f='fPOf='EfR IN&TALLATION
<br />*5 REBAR (TYP)
<br />FILL 50LID
<br />5TD. 150' HOOK (TYP.)
<br />50TW CELL57�
<br />L11
<br />i
<br />t_1 4,
<br />�
<br />NOTCH LUE5 AT THE FIRST 2 COURSES
<br />LED CELL PER FOUNDATION PLAN
<br />''L" 5f;�,AGING f;�,)E0J1f;PEr1ENT,5
<br />STUD
<br />SPACING
<br />NO
<br />"L" BRACE
<br />(1) 2'x4' (UN.O.)
<br />"L' BRACE
<br />2'x(c (U.N.O.)
<br />'L " BRACE
<br />24'
<br />010, - 31-0"
<br />3.-0. _('
<br />0-0.
<br />(o'-O' 4 GREATER
<br />5G1550fR G,45LE (1) 2"xa" *2 E,4CH I/EfRTIG,4L 4ND
<br />(2) 2"xO" FULL HEIGHT 6 [)I,4FPfR,4G�1 BLOCKNG
<br />NOTE:
<br />1) "L." 5RACE t'1U5T EXTEND AT LEAST SO% OF WE5 LENGT�4 EXCEPT, SCISSOR
<br />GABLE LUI4ICP REOUIRE& 15RACE TO EXTEND FULL HEIG�4T OF GA15LE.
<br />2) "L." IBRACE TO 5E FASTENED TO G,45L-E STUD WIT�4 IOr'1x3` NAILS -5 4" 01C.
<br />'L'5RACE LU/ 10d 6 4'O/C
<br />(BEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />G,45LE END 5FRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION SCALE: 3/4'=I'-O'
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />GABLE TRU55
<br />TRUSS VERTICAL
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4' 1'-0'
<br />ADDITIONAL INFORMATION.
<br />(2) VxV V BRACE
<br />FASTENED WITH (3)
<br />I(od PER SIDE
<br />5GI55OR GABLE 'IT" 5RXE
<br />AS PER 1115 '31 5GALE: N.T.5, 55
<br />UN,4CCEf=T,45LE INSTALLTION
<br />DO NOT DO T�415
<br />41ll 11100,
<br />15 RE5AR (TTP*,�**
<br />4%p
<br />4%P
<br />I - **_�- SM. W. HOOK (TYP.)
<br />I Nv
<br />NOTCHmlv FIRST COURSE
<br />41�*
<br />411111
<br />FILLED CELL IN5TALLATION f 14
<br />SCALE: N.T.5.
<br />CVEFRL4F Tf;RL155 5fR,4CING
<br />AT LEAST TWO TRU55 SPACES
<br />'MINIMUM (2) I(od PER JOINT \-MINIMUM 2'x4' TRUSS BRACING
<br />Tf;�,L�55 E3F,)/4C1Nr_:; OVEF�L,41= DETAIL
<br />6 -1 EACH STUD
<br />SCALE: N.T.5.
<br />OVERLAP
<br />ENID JACK
<br />I)xu
<br />IV,
<br />\
<br />I
<br />COR�ER JACK
<br />(
<br />r,
<br />UE'LIET GONNECTION5
<br />�-ilf= FfR,4�11NG
<br />Ci
<br />7
<br />tu
<br />IL
<br />20'-0' M,4X
<br />'X' BRACE SEE DET. J/5
<br />20'-O'M,4X - -TCORD BRACING 2
<br />CONT INUOU5 50761-1 'X4' MIN.
<br />�
<br />I
<br />x
<br />y:
<br />_q
<br />E
<br />Lu
<br />Lu
<br />Lu
<br />>
<br />I
<br />0
<br />x
<br /><
<br />I
<br />I
<br />I
<br />Lu
<br />X 0-
<br /><1 >_
<br />1: 1
<br />NOTE:
<br />1) SEE TRUSS MANUFACTURER'5 TRU65 ENGINEERING /TOP 4 50TTOM CORD
<br />GUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />GA5LE ENID 5RAGING IT
<br />THAT MY 5E REQUIRED 4'-0' 0,C. MAX. FOR
<br />2)'T' 5RACING MAY 5E USED IN PLACE OF FEWANENT FIRST (4) ROWS OF TRUSSES
<br />5RACIW-i PROVIDED IT EXTENDS OVER AT LEAST (30% OF THE WE5.
<br />FEQU1FErD �IINI!"IU�l f=EfRt"1,4NENT TRU55 55�AGING FLAN L
<br />a
<br />AS PER 5C;6I 1-03 SCALE: N.T.5.
<br />SCISSOR TRUSS
<br />2X4 BRACING 6 48' O.C. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W1
<br />2-10d 6 EA. TRU65 (NOTE: BRACING
<br />MAY BE PLACED ON EITHER TOP
<br />OR 50TTOM OF THE 50TTOM CORD)
<br />IC DROPCEILING FRAMING
<br />5C15,5OR TRU55
<br />W1 DROF CEILING BRAGING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
<br />SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION
<br />12
<br />MAX.
<br />OU15LE TOP PLATE
<br />WOOD FRAt'IED GiABLE ENE) BRACINr_� IDETAL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL SCALE: N.T.8.
<br />NOTES FOR WIND SPEED SPECIFICATION
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 34M
<br />Apollo Beach, Floddo 33572
<br />p. 813.645.0166
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<br />www.danscoengineering.com
<br />Z Lu
<br />4
<br />V)
<br />5: 1� I'm,
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<br />Lij
<br />ui
<br />z
<br />V)
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF ' THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18)
<br />WIND ZONE.
<br />THIS DRAWING AND DESIGN 11 VALID FOR 11 MONTHS
<br />AFTERTHE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />02011 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 />—
<br />10.29.09
<br />1 DI FFPC 2D07 UPDATE
<br />05.07.10
<br />2.00 GP FIREWALLS
<br />07.28.10
<br />3.00 ADD ALT. ROOF
<br />ROOF
<br />11.12.10
<br />4.00 ADD STEM WALL DErAJLS
<br />04.20.11
<br />4.01 1 ED N N-DROP
<br />0
<br />� ET IL
<br />QABI D A
<br />06.10.11
<br />4.02 REVISED J/S6, B/S6 & F/S6
<br />FOR HANr�PPCQNN.
<br />06.24.11
<br />4.03 REVISED ROOF SHEATHING
<br />I
<br />AT FIREWALLS
<br />VERSION NO. 4.03 / 06.24.11
<br />CA 25948
<br />D SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />EAL:
<br />No. &J�T22
<br />2
<br />r
<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 310623
<br />DATE ISSUED: 07.19.11
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />S5
<br />Awl
<br />co
<br />0
<br />C)
<br />0
<br />Cy)
<br />r—
<br />LO
<br />
|