|
<br />/BACKNAIL wi (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEAll-iING DETAIL .IN\> / r2"X4" OUTLOOKER@24"O.C.
<br />/ / (OPllONAL - SEE ELEVAllONS)
<br />
<br />" ~ ./ 1-. ' DI
<br />/ //~
<br />r\. r'\ I SIMPSON H10 OR EQUAL
<br />I "' / @ EA. OUTLOOKER
<br />TOP CORD BLOCKIN~FOR FIRST FOUR ROWS- / ~DOUBLE TOP PLATE
<br />OF "TRUSSES 0 EDG S OF SHEA THING TYPICAL
<br />
<br />II" " / / 4" MAX.I 2"x4" CROSS BRACE
<br />;} AT RIDGE FASTENED
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S" AT EACH JOINT WI
<br />O~R METAL LATH. F1RST 2 }AYERS 3/S" -t---...... ~ (2) 10dx3"
<br />THICK EACH. 3RD LAYER 1/8 THICK. ~ AX6 FRAMED WALL - SEE
<br />V / WALL SECllON FOR SPACING
<br />~ .----1/2" CDX PLYWOOD OR 7/16"
<br />2"x4" PANEL BLO( KING @ 48" O.C. / OSS SHEATI1ING ATTACHED WI 10d
<br />FOR ll-iE FIRST.0 ROV:S OF TRUSSES . ~ NAILS @ 6" O.C. EDGES AND 12" O.C.
<br />FROM EA. END I 1 P. TOP & BOTTOM FIELD
<br />ATTACHED wi (2) 11id TOENAILS ~(2) 16d NAILS
<br />
<br />, ~ Da I I I I 1 ~1~ ~2"x4" BLOCKING
<br />
<br />5/8" OR 1/2" CEILING DENSE../ -1 \ 2"x4" "T" ON TOP OF PANEL
<br />GYPSUM WALL BOARD FASTENED I I, ~BLOCKING, FASTEN 'MTH
<br />'MTH 8d COOLER NAILS OR 1 1/4" LONG , 10dx3" @ 4" O/C
<br />DRYWALL SCREWS COMPLYING 'MTH
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/C TYPICAL
<br />
<br />7/8" STUCCO FiNISH PER ASnA C. 926
<br />APPl Y 3 LA YERS WI TO TAL THICKNESS 7/s"
<br />O~R METAL LATH. FIRST 2 }AYERS 3/S"
<br />THICK EACH. 3RD LAYER l/S 111ICK.
<br />
<br />~SIMPSOt'- H10 OR EQUAL
<br />@ EA. C UTLOOKER
<br />24' MAx.
<br />I' r"L" BRACE TO EXTEND AT LEAST
<br />I 90% OF WEB LENGTH (SEE TABLE)
<br />
<br />2"x6" P.T. SILLl i
<br />
<br />I ~ABLE TRUSS
<br />
<br />2"x4" PANEL BLOCKING @ 48" O,C. I / 1/2" COX PLYWOOD OR 7/16" OSS
<br />FOR THE FIRST 8'-0" OF END WALL ~ I ~ SHEATI1ING ATTACHED wi 10d NAILS @ 6" O.C.
<br />FROM EA. END TYP. BOTIOM CORD I EDGES AND 12" O.C. FIELD
<br />ATIACHE~, W/ (2) )6;d TOENAILS \ 10dx3"@ 3" O/C THROUGH
<br />D(I I.' I / I 'I I 1'\..~ /CHORD INTO 2"x6" P.T. PLATE
<br />
<br />2"x4" "T" ON TOP OF PANEL / ,j (f:. ~ ~I
<br />BLOCKING, FASTEN WlrHJ !.--,
<br />10dX3"@4"0/Ct T ~;MOISTURE BARRIER
<br />5/8" OR 1/2" CEILING DENSE L~
<br />GYPSUM WALL BOARD FASTENED / SIM~SO~ META20 OR EQUAL
<br />'MTH 8d COOLER NAILS OR 1 1/4" LONG -L ~ - @ 4 -0 O.C. TYPICAL
<br />DRYWALL SCREWS COMPLYING 'MTH ASTM C1002
<br />FOR FIRST 8'-0" FROM END WALL
<br />@ 4" O/C TYPICAL
<br />
<br />SEE STRUCTURAL NOTES AND NAILING; \
<br />SCHEDULE FOR SHEATHING DETAIL
<br />
<br />
<br />I
<br />
<br />{.- DN. X -r,r
<br />r rr ,:';. IT
<br />TOP CORD BLOCKI G FOR FIRST FOUR ROWS
<br />OF TRUSSES@ EDGES vO~F S~HEATHING TYPICAL
<br />2"x4" CROSS BRACE .II
<br />A T RIDGE FASTENED
<br />AT EACH JOINT WI "
<br />(2) 10dx3"
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/ r2"x4" OUTLOOKER @ 24" O.C.
<br />D(I
<br />
<br />j
<br />
<br />."F-
<br />
<br />
<br />Y'!
<br />
<br />IK
<br />,'- ,I ~ ~ /
<br /><~ I ~
<br />
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<br />~
<br />
<br />2~'_~' MAx .-
<br />"X" BRACE SEE 11
<br />DET. J /S3 I
<br />
<br />2~'-~' MAx .,
<br />r~ONllNUOUS BOTTOM COR BRACING
<br />/ ~"X4" MIN. (SEE DETAIL M S3)
<br />
<br />END JACK
<br />
<br />..
<br />
<br />:1)
<br />
<br />~k
<br />
<br />I
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<br />(j
<br />UJ
<br />
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<br />
<br />11'-~' MAx.
<br />
<br />2) 16d PER JOINT
<br />
<br />~---:-
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<br />~:::!:
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<br />'t,:::!:1-
<br />
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<br />
<br />.....
<br />
<br />~MINIMUM 2"x4" CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCA llONS)
<br />
<br />"'"
<br />~
<br />~
<br />
<br />Q---:-
<br />,x
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<br />CORNER JAC ..
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<br />
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<br />
<br />..
<br />
<br />M 'l>f ~
<br />~ONllNUOUS BOTTOM CORD BRACING l"x4" MIN.
<br />
<br />/
<br />/
<br />/
<br />
<br />Q---:-
<br />,x
<br />- <C
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<br />--.-
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<br />ill
<br />
<br />2"x4" LEDGER (MATCH BOTTOM
<br />CHORD SLOPE OF ADJACENT TRUSS)
<br />
<br />CRoee BRACING DETAIL
<br />SCALE: N.T.S.
<br />
<br />.-=-.
<br />
<br />I J '\
<br />\!:V
<br />
<br />NOTE:
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />CUT SHEETS FOR ADDIllONAL PERMANENT BRACING
<br />ll1AT MAY BE REQUIRED
<br />2) "T" BRACING MAYBE USED IN PLACE OF PERMANENT
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF ll1E WEB.
<br />
<br />~TOP & BOTTOM CORD
<br />GABLE END BRACING @
<br />4'-0" a.c. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<br />
<br />-
<br />
<br />UPLIFT CONNECTIONS - HIP FRAMING
<br />
<br />SCALE: N.T.S.
<br />
<br />(;\
<br />~
<br />
<br />1/2"~ ANCHOR BOLT @ 48" O.C.
<br />MINIMUM 6" FROM PLATE SPLICES
<br />W/ 3/16"x2"~ PLATE WASHER
<br />
<br />SECTION
<br />
<br />SCALE: N.T.S.
<br />
<br />f1\
<br />\!:V
<br />
<br />REQUIRED MINIMUM PERMANENT TRUee BRACING PLAN I L \
<br />AS PER HIS 91 SCALE: N.T.S. ~
<br />
<br />* USE SIMPSON META20 (OR BETTER) CONNECTORS
<br />(OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL)
<br />CONNECTORS @ FRAME WALLS & SIMPSON H5
<br />@ HIP JACK TO FRAME WALLS.
<br />
<br />SECTfON
<br />
<br />SEE STRUCTURAL NOTES AND NAiliNG
<br />SCHEDULE FOR SHEATHING DETAIL \
<br />
<br />(BACKNAIL \ WI (2) 16d NAILS
<br />\ r2"x4" OUTLOOKER @ 24" O/C
<br />7/S" STUCCO FINISH PER ASTM C. 926 .
<br />APPLY 3 LAYERS W / TOTAL THICKNESS 7 /8"_________ ~ ~. ./ DQ
<br />O~R METAL LATH. F1RST 2 }AYERS 3/8" ---------I , Jd ~, I
<br />1111CK EACH. 3RD LAYER l/S THICK. 17
<br />
<br />TOP OR B~KING FOR FIRST FOU R ~ I IMPSON H10 OR EQUAL
<br />OF "TRUSS S EDGES OF SHEATI1ING TYPICAL I @ EA. OUTLOOKER
<br />
<br />;~x~Dg~o~;S~~~ I ?4" MAX}
<br />AT EACH JOINT WI I Ir"L" BRACE TO EXTEND AT LEAST
<br />(2) 10dx3" - } 90% OF 'NEB LENGTH (SEE TABLE)
<br />I I ~ABLE TRUSS
<br />I V _1/2" COX PLYWOOD OR 7/16"
<br />I VOSB SHEATI1ING ATTACHED WI lOd
<br />NAILS @ 6" O.C. EDGES AND 12" O.C.
<br />I FIELD
<br />I /(2) 16d NAILS
<br />/ rSIMPSON HGA10 @ 36" O.C.
<br />Ti"X4" "T" ON TOP OF PANEL
<br />T T\: 7" BLOCKING, FASTEN 'MTH
<br />10dx3" @ 4" O/C
<br />TUD WALL (SEE TYP. SEC,)
<br />
<br />~I
<br />
<br />2x4 "T" BLOCKING
<br />2 ,,~~
<br />x4 BLOCKING @ 48 O.C.~ !~
<br />
<br />"L" BRACE i'}- I ~ 16d
<br />ATTACHED wi 10d NAILS .-~ ,.-
<br />@ 4" O.C. TYPICAL - -----.::::::: I\- .1 I V
<br />
<br />1'1- ....... .-/
<br />.-/ .......
<br />
<br />
<br />GABLE TRUSS WEe-!
<br />DOUBLE 'L I BRACING DETAIL
<br />
<br />~
<br />.... .
<br />
<br />NAIL
<br />
<br />lJ7
<br />
<br />,....."
<br />
<br />'II:
<br />.A
<br />
<br />r
<br />~
<br />
<br />~
<br />"'k-'
<br />
<br />{$.)
<br />
<br />PRE-ENGINEERE~ .
<br />WOOD TRUSSES \
<br />
<br />OVERLAP TR005 eR.t.cING
<br />AT LEAST "TWO TRUSS SPACES
<br />
<br />. ....~~
<br />G.)
<br />
<br />~""" .
<br />
<br />I
<br />
<br />SCALE: N.T.S.
<br />
<br />tS\
<br />\!:V
<br />
<br />~~
<br />+
<br />fr
<br />
<br />(3) 2" x 4" LAMINATIONS W/ (1) ROW
<br />OF STAGGERED 30d COMMON 'MRE NAILS
<br />(D = 0.207", L = 4 1/2") OR EQUAL
<br />
<br />2"x4" PANEL LOCKING @ 48
<br />FOR THE FIRST (4) ROWS OF TRU
<br />FROM EA. END TYP. TOP & BOTTO
<br />ATTACH~DIII (2) 16-d TOEnAILS
<br />
<br />f Dl1I I T ..,- r
<br />
<br />5/8" OR 1/2" CEILING DENSE../
<br />GYPSUM WALL BOARD FASTENED
<br />WITH 8d COOLER NAILS OR 1 1/4" LONG -
<br />DRYWALL SCREWS COMPLYING 'MTH
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/C TYPICAL
<br />
<br />~
<br />
<br />,
<br />
<br />
<br />
<br />
<br />~'NIMUM (2) 16d PER JOIN:\ '
<br />r ~INIMUM 2"x4" TRUSS BRACING
<br />
<br />1.1
<br />
<br />~
<br />
<br />TRuse BRACING OVERLAP DETAIL
<br />SCALE: N.T.S.
<br />
<br />j
<br />,
<br />
<br />M ,
<br />S3 f
<br />
<br />2x4 "T" BLOCKING ~
<br />2x4 BLOCKING @ 48" O.C.~~
<br />
<br />"L" BRACE 1- : v- 16d
<br />ATTACHED Wi 10d NAILS ~ i~
<br />@ 4" O.C. TYPICAL'-....... V X i
<br />~.. ^ .......... ../
<br />.-/ ..........
<br />
<br />
<br />GABLE TRUSS WEB~
<br />
<br />NAIL
<br />
<br />NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF THE COLUMN
<br />2) ALL NAILS PENETRATE AT LEAST 3/4
<br />OF THE THICKNESS OF THE LAST
<br />LAMINAllON
<br />3) EACH 30d COMMON NAIL MAYBE
<br />REPLACED W/ (2) 16d COMMON NAILS.
<br />(ONE INTO EACH OUTSIDE FACE OF
<br />B.U.C., SAME NUMBER OF ROWS,
<br />SAME SPACING) ~
<br />
<br />TYPICAL NAILING eC~EDULE5 FOR BUILT -UP COLUMN5 ( 8 ,
<br />
<br />SCALE: !\I.T.o. .~
<br />
<br />4) FOR 4-PL Y, PROVIDE 1/4" DIA.
<br />x 5 1/2" LAG SCREWS OR EQUAL
<br />(SPACE AS SHOWN FOR 3-PL Y)
<br />5) FOR 5-PL Y, PROVIDE 1/4" DIA.
<br />x 7" LAG SCREWS OR EQUAL
<br />(SPACE AS SHOWN FOR 3-PL Y)
<br />6) REFER TO NDS SECllON 15.3
<br />FOR ADDIllONAL INFORMAllON
<br />
<br />..=-.
<br />
<br />SIMPSON SP2 @
<br />EACH STUD
<br />
<br />-===-
<br />
<br />DBL S.P.F.TOP PLATE
<br />
<br />SINGLE ILl BRACING DETAIL
<br />SCALE: N.T.S.
<br />
<br />4
<br />,
<br />
<br />6 \
<br />S3 f
<br />
<br />SCALE: N.T.&.
<br />
<br />(4'\
<br />~r
<br />
<br />"'='
<br />
<br />SECTfON
<br />
<br />~
<br />T
<br />
<br />(TOENAIL W/ (2) 16d NAILS
<br />10dx3" O/C @ 6" O/C TYPICAL
<br />
<br />It 4" OUTLOOKER @ 24" O.C.
<br />I wi (2) 10d PER JOINT
<br />I D(I
<br />
<br />
<br />~,. RUNNERS
<br />
<br />~
<br />~;/
<br />7~~/
<br />~II
<br />
<br />v......
<br />
<br />ABLE TRUSS
<br />
<br />I
<br />
<br />rS\
<br />~
<br />
<br />"L" BRACE W/ 10d @ 4" O.C.
<br />(SEE SCHEDULE FOR SIZE
<br />ND LOCAllON)
<br />
<br />~"'
<br />~
<br />~~
<br />
<br />~
<br />~;/
<br />12
<br />
<br />?7~V
<br />......./
<br />....
<br />
<br />~ I
<br />
<br />ABLE TRUSS
<br />
<br />~
<br />
<br />~
<br />~ v~
<br />
<br />"L" BRACE WI 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />
<br />IL I 6RACING REQUIRE~1ENTe
<br />
<br />I
<br />
<br />(;;\
<br />~
<br />
<br />(;;\
<br />~
<br />
<br />"
<br />
<br />'~~~
<br />
<br />STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
<br />SPACING "L" BRACE "L" BRACE "L" BRACE "L" BRACE
<br />16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0. 12'-0" - 16'-0"
<br />24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" .- 10'-0" 10'-0" - 14'-0"
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />~
<br />
<br />- -
<br />
<br />I
<br />I 12" MAX.
<br />I
<br />I
<br />I
<br />--f -
<br />
<br />'~
<br />
<br />
<br />:::::::::::::::::::::r::::::::::::::::::::: a:::::::::: :::::::::::::::::::::::: :::::::::::::::::::::::l:::::::::::::::::::::::~:::::::::::::::::::::::~::::::::::::::::::::::::lt:::::::::::::::::::::::: :::::::::::::::::::::::l::::::::::::::::::::::: :::::::::::::::::::::::~::::::::::::
<br />
<br />I II J \ II II ~ I II II I II I
<br />P I I '"\~;ONT'BEARI~G' I , I , I, ~ I I ,I "
<br />
<br />~
<br />
<br />.~
<br />
<br />'~
<br />~
<br />-n r ""
<br />
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
<br />SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
<br />1 Odx3" NAILS @ 4" O/C.
<br />
<br />~
<br />
<br />r
<br />
<br />r
<br />
<br />r
<br />
<br />II
<br />
<br />~~T ~~DBL TIW ~:
<br />
<br />~
<br />
<br />ti
<br />
<br />~
<br />
<br />
<br />'-STUDS @ 16" O.C.
<br />SIMPSON HGA 10
<br />
<br />t-1
<br />I
<br />
<br />ALTERNATE NON-DROF GABLE END DETAIL
<br />SCALE: N.T.S.
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR 'MND SPEED SPECIFICATION
<br />
<br />SIMPSON SP2
<br />@ EACH STUD
<br />
<br />SCALE: N.T.S.
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />
<br />SCALE: N.T.S.
<br />
<br />D &AMUEL A. GREENBERG, FE. #34245
<br />D T~UY H ~UYN~, P.E. .~0122
<br />D IRWIN J. BEN&ON, P E. #491:;8
<br />D ALl ABBA& ~AKIM, PE. 1lS~18~
<br />
<br />L.
<br />I:
<br />
<br />-
<br />l
<br />
<br />~~
<br />
<br />2X4 LEDGER
<br />
<br />,~~
<br />
<br />
<br />I
<br />I~I~"
<br />
<br />2X4 BRACING @ 48" O.C.
<br />CONTINUOUS TO FIXED LOCA 1l0N
<br />ATTACHED w/ 2-10d @ EA. TRUSS
<br />(NOTE: BRACING MAY BE PLACED ON EITI1ER
<br />TOP OR BOTTOM OF TI1E BOTTOM CORD)
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \ (BACKNAIL W/ (2) 16d NAILS
<br />SCHEDULE FOR SHEATHING DETAIL
<br />r2"x4" OUTI.OOKER @ 24" O.C.
<br />
<br />1 D(I DQ'. " f D(I
<br />I " II V5. :t 1 ~SIMPSON H2.5 OR EQUAL
<br />TOP CORD BLOCKING FOR FIRST FOUR RO -f @ EA. OUTI.OOKER
<br />OF TRUSSES f EDGES OF SHEATI1INl TYPICAL I 2X4 CONT"L" BRACE FASTENED W/
<br />) /(2) 10d 3"@ 24" O/C. CMID HEIGHT
<br />
<br />I ~2X4 KICKER@ 8'-0" O/C.
<br />2"x4" CROSS BRACE >f/ ~-t
<br />AT RIDGE FASTENED I r"L" BRACE TO EXTEND AT LEAST
<br />AT EACH JOINT WI } 90% OF WEB LENGTH (SEE TABLE)
<br />
<br />II (2) 10dx3" I /~~~MS~~D~~R~ BtO~~ING
<br />
<br />1 Da .', ~ . .(:~/ABLE TRUSS
<br />
<br />~YPSUM WALL BOARD~ J I r .......-1/2" CDX PLYWOOD OR 7/16" ass
<br />2"x4" LEDGE (MATCH BOTTO V SHEATI1ING ATTACHED WI 10d NAILS @ 6" O.C.
<br />CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD
<br />SCISSOR SS)
<br />~OISTURE BARRIER
<br />2"x4" PANEL BLOCKING @ 48" O.C. ~!!=: ./ ...
<br />FOR THE FIRST (4) ROWS OF TRUSSES n: SIMPSON HETA20 OR EQUAL
<br />FROM EA. END TYP. BOTTOM CORD I -I [:J:!; @ 6'-0" O.C. TYPICAL
<br />ATIACHED W/ (2) 16-d TOENAILS )C.
<br />2"x6" P.T. SILL..../ /TT ALTERNATE SIMPSON LSTA18
<br />1/2"~ ANCHOR BOLT @ 48" o.c.J I I STRAIGHT STRAP @ 4'-0" O/C
<br />~ ~ ALIGNED WITH GABLE WEB.
<br />"\ ATIACH TO TRUSS W/7-10dx1 1/2"
<br />AND TO MASONRY W/ (3)
<br />3/16"x 2 1/4" TAPCONS.
<br />
<br />-1 GABLE TRUSS
<br />, I <? /TRUSS VERTICAL
<br />
<br />~ = = ~:- = : (2) 2"x8" "L" BRACE FASTENED
<br />'.J
<br />" WITH (3) 16d PER SIDE
<br />" DIAPHRAGM BLOCKING
<br />_I-@ 48" Ole
<br />
<br />ffi REVISED 08-15-03
<br />
<br />& CREATED 01-02-02
<br />
<br />r
<br />
<br />TO THE BE&T OF THE ENGINEER'& KNO.I.JLED6E AND BELIEF, THE
<br />&TRUCTURAL PLAN& AND &PECIFICATION& COMPL"T'" WITH THE
<br />FLORIDA 6UILDINU CODE, &ECTION lbiZ'b FOR 12" MPH .3 &ECOND
<br />6U&T, EXPOOURE 'e' WIND ZONE (2"~1 EDITION).
<br />THI& DRAWINGs AND DE&IGN 1& VAllO I=OR 12 MONTHS AFTER THE
<br />DATE IT 1& &IGNED AND &EALED.
<br />&IUNED AND &EALED FOR THE &TRUCTURAL PORTION OF THI&
<br />DRAWING ONL "T"'.
<br />
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<br />
<br />12 ~~ ~ rOUBLE TOP PLATE
<br />7 I MAX. ~?1~
<br />
<br />M~ ~~
<br />
<br />SCISSOR TRUSS'
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<br />v-- ~::: ~ _______________
<br />~ --------------- -..:
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<br />~MPSON lSTA" TIP.
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<br />
<br />I ~COSMEllC DROP CEILING FRAMING
<br />
<br />eCleeOR GABLE "TI BRACE
<br />AS PER HIB 91
<br />
<br />SCALE: N.T.e,.
<br />
<br />(1\,
<br />S3 r
<br />
<br />-
<br />
<br />120 MPH
<br />3 SEe, GUST
<br />
<br />DAN5CO
<br />
<br />ENGINEERING, PAil
<br />p.o. sox 3~ - APOLLO eEAa4 - FLORIDA - 33&12
<br />~ - (813) 64& tt>166 FAX - (813) 64& ~~
<br />E6 4& ltt> fC\ 111ESE DRA~NGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING, PA AND 111E
<br />~ CUENT ON 1111S PRO-l:CT. ANY REPRODUCnON OR UNAU1110RIZED USE IS PROHI81lED - 2003
<br />
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<br />
<br />SCALE: N.T.S.
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<br />
<br />6EAL~
<br />\ ecAl.E NOTED
<br />DATE II2/tt>2
<br />
<br />TRU55 6RACING DET All.5 AND NOTE5
<br />
<br />LENNAR ~OME5
<br />
<br />-
<br />
<br />TUOS @ 16" O.C.
<br />
<br />SCISSOR TRUSS WI DROP CEILING BRACING DETAIL
<br />MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR 'MND SPEED SPECIFICATION 6CALE~ NT6
<br />
<br />TAMPA DIVISION
<br />
<br />DRAUN SoY.
<br />N:/BLOCKS/STD 2001
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<br />
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<br />
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR 'MND SPEED SPECIFICATION SCALE: N.T.S.
<br />
<br />SECTION
<br />
<br />"-
<br />
<br />\...
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />63
<br />
<br />..I
<br />
|