|
<br />/iBACKNAIL W/ (2) 16d NAILS
<br />SEE STRUC1lJRAL NOTES AND NAILJ:%NG
<br />SCHEDULE FOR SHEA1l11NG DETAIL j2"x4" OU1l.00KER @ 24" O.C.
<br />/ (OPTIONAL - SEE ELEVATIONS)
<br />
<br />.- ~./'c_ ' Di1
<br />
<br />'0 /;1/ /~ I SIMPSON H10 OR EQUAL
<br />" / / \ @ EA. OU1l.00KER
<br />TOP CORD BLOCKIN [FOR FlRST FOUR ROWS - "-- r
<br />OF TRUSSES I) EDC S OF SHEATI-liNG TYPICAL DOUBLE TOP PLATE
<br />
<br />II". " / / ~ 24" MAX,I
<br />7/8" srucco FiNISH PER ASTM C. 926 SI PSON LSTA12 @ EA. S D }
<br />APPL Y 3 LAYERS W/ TOTAL 1l1ICKNESS 7 /8" v~
<br />OVER f~ETAL LA111. FIRST 2 ~YERS 3/S" --- -- '-
<br />1l1ICK EACH. 3RD LAYER 1/S 1l1ICK. "\:
<br />
<br />2"x4" PANEL BLO( KiNG @ 48" O.C.
<br />FOR 1l1E FIRST (4 ROWS OF TRUSSES
<br />FROM EA. END T'r . TOP & BOTTOM
<br />ATTACHED W/ (2) 1~ld TOENAILS
<br />
<br />, D(l1 I I
<br />
<br />5/8" OR 1/2" CEILING DENSE~
<br />GYPSUM WALL BOARD FASTENED
<br />'Nllli Sd COOLER NAILS OR 1 1/4" LONG
<br />DRYWALL SCREWS COMPLYING YVlTH
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/C TYPICAL J
<br />
<br />2"x4" LEDGER (MATCH BOTTOM
<br />CHORD SLOPE bF ADJACENT TRUSS)
<br />
<br />7/S" srucco FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W / TOTAL 1111CKNESS 7/S"
<br />OYER METAL LA 111. FIRST 2 ~ YERS 3/S"
<br />1l1ICK EACH. 3RD LAYER 1/8 111ICK.
<br />
<br />I ~SIMPsoj H10 OR EQUAL
<br />I @ EA. UTLOOKER
<br />I 24' MAX.
<br />I /l" BRACE TO EXTEND AT LEAST
<br />I 90% OF \^iEB LENGlli (SEE TABLE)
<br />(
<br />2"x6" P.T. SILLl I
<br />
<br />I ~ABLE TRUSS
<br />2"x4" PANEL BLOCKING @ 48" O.C. I / 1/Z" CDX PLYWOOD OR 7/16" OSB
<br />FOR THE FIRST 8'-0" OF END WALL ~ I ~ SHEA111ING ATTACHED WI 10d NAILS @ 6" O.C.
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
<br />ATTACHED W/ (Z) 16-d TOENAILS \ I
<br />. I j / 10dx3"@ 3" O/C lliROUGH
<br />D(! I.. I / l' I 1\..~ /CHORD INTO Z"x6" P.T. PLATE
<br />
<br />Z"x4" "Tn ON TOP OF PANEL / ~J ~.
<br />BLOCKING, FASTEN YVlrH---.I -'1\:
<br />10dx3" @ 4" O/C II MOISTURE BARRIER
<br />5/8" OR 1/2" CEILING DENSE LLl1
<br />GYPSUM WALL BOARD FASTENED / fi=lF? SIM~SO~ META20 OR EQUAL
<br />'Nllli Sd COOLER NAILS OR 1 1/4" LONG @ 4 -0 O.C. TYPICAL
<br />DRYWALL SCREWS COMPLYING 'Nllli ASTM C100Z
<br />FOR FIRST S'-O" FROM END WALL
<br />@ 4" O/C TYPICAL
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEA llilNG DETAIL
<br />
<br />+ Dr'\. ~ D(! ,
<br />I II ::\, II J
<br />TOP CORD BLOCKiNG FOR FIRST FOUR ROWS
<br />OF TRUSSES@ EDGES OJ~F S~HEA111IING TYPICAL
<br />2"x4" CROSS BRACE II
<br />AT RIDGE FASTENED- .1
<br />A T EACH JOINT WI'"
<br />(2) 10dx3"
<br />
<br />/TOENAIL W/ (Z) 16d NAILS
<br />rZ"x4" OUTLOOKER @ Z4" O.C.
<br />
<br />D(!
<br />
<br />. .F.'
<br />
<br />II'-IZ)' MAX.
<br />
<br />2"x4" CROSS BRACE
<br />A T RIDGE FASTENED
<br />AT EACH JOINT WI
<br />~I (2) 10dx3"
<br />2X6 FRAMED WALL - SEE
<br />V WALL SECTION FOR SPACING
<br />~ ~1/Z" CDX PLYWOOD OR 7/16"
<br />OSB SHEA111ING ATTACHED W/10d
<br />~ NAILS @ 6" O.C. EDGES AND 12" O.C.
<br />FIELD
<br />r-(2) 16d NAILS
<br />~ ' . ~2"x4" BLOCKING
<br />I '!I.:~~/-
<br />
<br />Z"x4" "Tn ON TOP OF PANEL
<br />. BLOCKING, FASTEN 'Nllli
<br />, 1 Odx3~ @ 4" O/C
<br />
<br />lK
<br />
<br />f
<br />~
<br />
<br />2e>'-IZ)' MAX 0/
<br />~X" BRACE SEE ~ f
<br />DET. J/S3 \ I
<br />
<br />~<
<br />
<br />2IZ)'-IZ)' MAX ./
<br />/~ONTlNUOUS BOTTOM COR BRACING
<br />/ ~"X4" MIN. (SEE DETAIL M S3)
<br />
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<br />UJ
<br />
<br />END JACK
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<br />~J \~f ~:
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<br />~ONTlNUOUS BOTTOM CORD BRACING rx4" MIN.
<br />
<br />~/
<br />
<br />~~INIMUM 2"x4" CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCA TlONS)
<br />
<br />~
<br />"',
<br />"'"
<br />
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<br />2) 16d PER JOINT
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<br />CROSS BRACING DETAIL
<br />5CALE: N.T.5,
<br />
<br />fJ\
<br />~
<br />
<br />NOTE:
<br />1) SEE TRUSS MANUF ACllJRER'S TRUSS ENGINEERING
<br />CUT SHEETS FOR ADDITlONAL PERMANENT BRACING
<br />THAT MAY BE REQUIRED
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
<br />BRACING PROVlDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN fL\
<br />AS PER HIB 91 5CALE: N.T.5. ~
<br />
<br />~ TOP & BOTTOM CORD
<br />GABLE END BRACING @
<br />4'-0" O.C. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<br />
<br />-
<br />
<br />UPLIFT CONNECTIONS - HfP FRAMING
<br />
<br />5CALE: N.T.5,
<br />
<br />(;\
<br />~
<br />
<br />1/Z"0 ANCHOR BOLT @ 48" O.C.
<br />MINIMUM 6" FROM PLATE SPLICES
<br />W/ 3/16"xZ"0 PLATE WASHER
<br />
<br />SECTION
<br />
<br />5CALE: N.T.5.
<br />
<br />I
<br />\
<br />
<br />1 \
<br />S3)"
<br />
<br />"=
<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 />SECTION
<br />
<br />SEE STRUCTURAL NOTES AND NAiliNG
<br />SCHEDULE FOR SHEA1l11NG DETAIL \
<br />
<br />(BACKNAIL W/ (Z) 16d NAILS
<br />-\ rZ"x4" OUTLOOKER @ Z4" O/C
<br />7/S" srucco FINISH PER ASTIA C. 926 I . ,
<br />APPLY 3 LAYERS W / TOTAL ll1ICKNESS 7/S"_______ + ~ ~A ~ ~
<br />OYER METAL LAm. FIRST 2 ~YERS 3/S" --------.~ Ja ~ I
<br />1111CK EACH. 3RD LAYER 1/S ll1ICK. . ~, 7l
<br />
<br />TOP OR B~KING FOR FIRST FOU ROWs-/ I SIMPSON H10 OR EQUAL
<br />OF TRUS S EDGES OF SHEA111ING TYPICAL I @ EA. OUTLOOKER
<br />2"x4" CROSS BRACE I
<br />A T RIDGE FASTENED I 4" MAX)
<br />AT EACH JOINT WI I r"L" BRACE TO EXTEND AT LEAST
<br />(2) 10dx3' - I 90% OF WEB LENGl11 (SEE TABLE)
<br />1
<br />I ~ABLE TRUSS
<br />1/1/Z"CDXPLYWOODOR7/16"
<br />I /6SB SHEA1l11NG ATTACHED WI 10d
<br />NAILS @ 6" O.C. EDGES AND 12' O.C.
<br />~ I FIELD
<br />I /(2) 16d NAILS
<br />1/ rSIMPSON HGA10@36"0.C.
<br />/ Z"x4" "T" ON TOP OF PANEL
<br />I I'\: 7'1:tI'BLOCKING, FASTEN Wllli
<br />~ 10dx3" @ 4" O/C
<br />,. ~STUD WALL (SEE TYP. SEC.)
<br />
<br />- Ay ~
<br />SIMPSON SPZ @
<br />EACH STUD
<br />
<br />~I
<br />
<br />2x4 "T" BLOCKING
<br />2 ,,~
<br />x4 BLOCKING @ 48 O.C.~ I~
<br />
<br />"L" BRACE 1- : ~ 16d
<br />ATTACHED W/ 10d NAILS ~~'_
<br />@ 4" O,C. TYPICAL - --------~V J I V
<br />
<br />.,.. ......../
<br />./ .........
<br />
<br />
<br />GABLE TRUSS WEs-I
<br />DOUBLE 'L' BRACING DETAIL
<br />
<br />~
<br />(1'\~.
<br />
<br />NAIL
<br />
<br />D
<br />
<br />r-j/
<br /><::
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<br />
<br />':iN
<br />N ~ .
<br />
<br />G.1
<br />
<br />PRE-ENGINEERE~ .
<br />WOOD TRUSSES \
<br />
<br />OVERLAP TRU55 6RACING
<br />A T LEAST TWO TRUSS SPACES
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<br />" ~-~
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<br />
<br />SCALE: N.T.5.
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<br />fS\
<br />s37
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<br />
<br />,g j
<br />~1
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<br />fr
<br />
<br />(2) 2" X 4" LAMINA llONS W/ (1) ROW
<br />OF STAGGERED 10d COMMON 'NlRE NAILS
<br />(D = 0.148", L = 3") OR EQUAL
<br />
<br />~~~
<br />fr
<br />
<br />(3) Z" X 4" LAMINAllONS W/ (1) ROW
<br />OF STAGGERED 30d COMMON 'NlRE NAILS
<br />(D = 0.Z07", L = 4 1/Z") OR EQUAL
<br />
<br />~'
<br />is
<br />
<br />(3) Z" X 6" LAMINAllONS W/ (Z) ROWS
<br />OF STAGGERED 30d COMMON WIRE NAILS
<br />(0 = O.Z07", L = 4 1/Z") OR EQUAL
<br />
<br />2"x4" PANEL LOCKING @ 48
<br />FOR 1l1E FIRST (4) ROWS OF TRU
<br />FROM EA. END TYP. TOP & BOTTO
<br />ATTACHIED1f/ (2) 16-d TOEnAILS
<br />
<br />t t4 I I I DO I
<br />
<br />5/8" OR 1/Z" CEILING DENSE ~
<br />GYPSUM WALL BOARD FASTENED
<br />Willi 8d COOLER NAILS OR 1 1/4" LONG
<br />DRYWALL SCREWS COMPLYING 'Nllli
<br />ASTM C100Z FOR FIRST s'-o"
<br />FROM END WALL @ 4" O/C TYPICAL
<br />
<br />,I. ,
<br />
<br />
<br />
<br />
<br />~INIMUM (2) 16d PER .xlINT\
<br />INIMUM 2"x4" TRUSS BRACING
<br />
<br />TRUSS BRACING OVERLAP DETAIL
<br />
<br />5CALE: N.T,5,
<br />
<br />,
<br />1
<br />
<br />M \
<br />S3 r
<br />
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @ 48" o.c.--;~ -
<br />
<br />"L" BRACE ~ I v- 16d
<br />ATTACHED w/ 10d NAILS ,-1 i~
<br />@ 4" O.C. TyPiCAL.............. +In i
<br />""---~^........../
<br />./ .........
<br />GABLE TRUSS WEB~
<br />
<br />NAIL
<br />
<br />NOTES:
<br />
<br />1) ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF lliE COLUMN
<br />z) ALL NAILS PENETRATE AT LEAST 3/4
<br />OF lliE llilCKNESS OF lliE LAST
<br />LAMINAllON
<br />3) EACH 30d COMMON NAIL MAYBE
<br />REPLACED W/ (z) 16d COMMON NAILS.
<br />(ONE INTO EACH OUTSIDE FACE OF
<br />B.U.C., SAME NUMBER OF ROWS,
<br />SAME SPACING)
<br />
<br />4) FOR 4-PLY, PROVIDE 1/4" DIA.
<br />x 5 1/Z" LAG SCREWS OR EQUAL
<br />(SPACE AS SHOWN FOR 3-PL Y)
<br />5) FOR 5-PLY, 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 ADDI1l0NAL INFORMATION
<br />
<br />DBL. S.P.F.TOP PLATE
<br />
<br />SINGLE ilL II BRACING DETAIL
<br />5CALE: N.T.5.
<br />
<br />I 0 \
<br />\ S3 r
<br />
<br />5CALE: N.T.5.
<br />
<br />f4\
<br />\EI
<br />
<br />~
<br />~V
<br />
<br />fABLE TRUSS
<br />
<br />
<br />~ "L" BRACE W/ 10d @ 4" O.C.
<br />(SEE SCHEDULE FOR SIZE
<br />,( ND LOCA 1l0N)
<br />
<br />
<br />(;\~
<br />~
<br />
<br />'~
<br />"~
<br />
<br />~
<br />~3 , "L" BRACE wi 10d @ 4" O/C
<br />12 ~ r (SEE SCHEDULE FOR SIZE
<br />?-7~/- ~ / ANDlDCATIDN)
<br />
<br />
<br />,~ !;\ ....,~ ~
<br />~ I W / ~
<br />
<br />ABLE TRUSS
<br />
<br />-=-
<br />
<br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ,/' 8 '\
<br />5CALE: N.T.5. \!:y
<br />
<br />SECTION
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />--f- -
<br />
<br />r2"x4" OUTLOOKER @ Z4" O.C.
<br />/ W/ (2) 10d PER JOINT
<br />T .~
<br />
<br />
<br />\21" RUNNERS
<br />
<br />12" MAX.
<br />
<br />12 //
<br />7IM~--
<br />r--
<br />
<br />r
<br />
<br />~
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<br />fi:\
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<br />fi:\
<br />~
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<br />:--....
<br />
<br />.~'~
<br />
<br />IL I 6RACING$ REQUlREMENT5
<br />
<br />STUD I NO I (1) 2"x4" I (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"xS" #2 S,P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />I TOENAIL W/ (z) 16d NAILS
<br />/ r10dx3" O/C @ 6" O/C TYPICAL
<br />/
<br />
<br />I
<br />
<br />+
<br />I
<br />
<br />- -
<br />
<br />'~
<br />
<br />':':':.:':':':':':':: ~: ':.:':':':':':':':':': .:.:':': ~:: .:.:':':': ,:,:,:,:,:,:.:,:.:,:,:.J::,:,:,:.: ':.:.:':':':' :':.:.:':':':':':':':.:: ~:~:':.:':':':':.:':':': ]::':.:':.:':':':':':.:.: l~::,:,:.:.:,:,:,:,:.: ':' J::,:,:.:,:.:.:.:,:.:,:: f:.:,:,:,:,:.:,:,:,:,:, :.:':':':': .:':':':':': ]::.:.:.:,:.:
<br />. . .. .. . .. . .~'. .. I . . . .. .. ... :..~. ... .. ........... :r;. . ..... . . .. .........." '.}"" ."" ... ...... . ..'~....... .. ... .. .'~r.'... ... .. .. :r. .. .. .. .. .. '.~.. .. .. .. . . . .. .......... ..~.... .. .
<br />
<br />
<br />I I I \ II II II II II II II I II I
<br />II \l II II II II II II II
<br />
<br />II T ~ONT. "BEARING II II II
<br />
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<br />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 />10dx3" NAILS @ 4" a/c.
<br />
<br />.~
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<br />~OOT ~R~OOLT~ ~:
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<br />\ f1 '-STUDS g '6' D.C.
<br />~SIMPSON HGA10
<br />
<br />H
<br />
<br />ALTERNATE NON-DROP GABLE END DETAIL
<br />5CALE: N.T.5.
<br />
<br />GABLE END BRACING DETAIL
<br />
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WlND SPEED SPECIFlCAllON
<br />
<br />SIMPSON SP2
<br />@ EACH STUD
<br />
<br />5CALE: N.T.5.
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WlND SPEED SPECIFlCA 1l0N
<br />
<br />5CALE: N.T.5.
<br />
<br />D 5AMUEL A. GREENBERG, P.E. #3424S
<br />D Tt-IUY t-I. t-IUYNl-i, P.E. #60122
<br />D IRWIN J. BENSON, P.E. #4Cj158
<br />D All ABBA5 t-IAKIM, P.E. 4iS618b
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<br />-----. ----
<br />--.--' ---- ----
<br />----
<br />
<br />ZX4 BRACING @ 48" O.C.
<br />CONTINUOUS TO FIXED LOCA llON
<br />ATTACHED W/ Z-10d @ EA. TRUSS
<br />(NOTE: BRACING MAYBE PLACED ON EI111ER
<br />TOP OR BOTTOM OF 111E BOTTOM CORD)
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \ r IBACKNAIL 1'1/ (z) 16d NAILS
<br />SCHEDULE FOR SHEAllilNG DETAIL
<br />rZ"x4" OUTLOOKER @ 24~ O.C.
<br />
<br />1 D(! DJ. . . . I M
<br />
<br />I II n )ts. :t ~ "'-SIMPSON HZ.5 OR EQUAL
<br />TOP CORD BLOCKING FOR FIRST FOUR RO + @ EA. OUTLOOKER
<br />OF TRUSSES r EDGES OF SHEA111iN1 TYPICAL I ____ZX4 CONT"L" BRACE FASTENED W/
<br />)./ (Z) 10d 3"@ Z4" O/C. CMID HEIGHT
<br />
<br />I ..........-ZX4 KICKER@ 8'-0" O/C.
<br />2"x4" CROSS BRACE ~ ({ -1"
<br />AT RIDGE FASTENED I r"L" BRACE TO EXTEND AT LEAST
<br />AT EACH JOINT WI 1 90% OF \^iEB LENGlli (SEE TABLE)
<br />II (2) 10dx3" I I ./)~~MS~~D~~RWI: :LO~~ING
<br />
<br />.1 ~ , . ,v . ,(- ic.'f ,r{;ABLE TRUSS
<br />
<br />~YPSUM WALL BOARD~ J : /~1/Z" COX PLYWOOD OR 7/16" OSB
<br />2"x4" LEDGE (MATCH BOTTO /' SHEA111ING ATTACHED WI 10d NAILS @ 6" O.C.
<br />CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD
<br />SCISSOR SS)
<br />2"x4" PANEL BLOCKING @ 48" O.C. r5 !:
<br />FOR THE FIRST (4) ROWS Of TRUSSES Iff:
<br />FROM EA. END TYP. BOTTOM CORD IllJk
<br />ATTACHED W/ (z) 16-d TOENAILS ~n='
<br />2"x6" P.T. SILL~ I ! I
<br />1/Z"0 ANCHOR BOLT @ 48" O.C. ll1
<br />"r" FT'
<br />
<br />GABLE TRUSS
<br />TRUSS VERTICAL
<br />
<br />& REVISED 08-15-03
<br />
<br />ffi CREATED 01-02-02
<br />/"
<br />
<br />TO Tl-lE BE5T OF Tl-lE ENGINEER'5 KNOWLED6E AND BELIEF, Tl-lE
<br />5TRUCTURAL FLAN5 AND 5FECIFICATION5 COMFL'( WITl-l Tl-lE
<br />FLORIDA I3UILDING CODE, 5ECTION 1~~~ FOR 12~ MA-I 3 5ECOND
<br />GU5T, EXF05URE '6' WIND ZONE (2~~1 EDITION).
<br />Tl-l15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-l5 AFTER Tl-lE
<br />DATE IT 15 51GNED AND 5EALED.
<br />51GNED AND GEALED FOR Tl-lE GTRUCTURAL PORTION OF Tl-lIG
<br />DRAWING ONL '(.
<br />
<br />....
<br />o
<br />.-
<br />
<br />12
<br />7 I MAX.
<br />
<br />I
<br />
<br />3
<br />&3
<br />
<br />~~.~.~~~
<br />II~~
<br />~
<br />I
<br />
<br />SCISSOR TRUSS
<br />
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<br />co
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<br />"0
<br />
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<br />L.---
<br />
<br />~~ j2X4 LEDGER
<br />I ~"PSON lSTA12 fll'.
<br />
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<br />'- ~ ~ l~t----
<br />--- r-=: ---- ~
<br />---- =::.:: -:;
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<br />
<br />I
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<br />j:. - - --...- - -
<br />
<br />'i.,i .:;: ;::!;
<br />~
<br />
<br />(2) 2"x8" "L" BRACE FASTENED
<br />WITH (3) 16d PER SIDE
<br />DIAPHRAGM BLOCKING
<br />_ -@ 48" o/c
<br />
<br />~
<br />-or
<br />
<br />t~
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<br />. <l)
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<br />
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCA TlON 5CALE: N.T.5.
<br />
<br />SECTfON
<br />
<br />~OISTURE BARRIER
<br />
<br />SIMPSON HETA20 OR EQUAL
<br />@ 6'-0" O.C. TYPICAL
<br />
<br />ALTERNATE SIMPSON LST A 18
<br />STRAIGHT STRAP @ 4'-0" O/C
<br />ALIGNED WIlli GABLE WEB.
<br />ATTACH TO TRUSS W/7-10dx1
<br />AND TO MASONRY W/ (3)
<br />3/16"x 2 1/4" TAPCONS.
<br />
<br />AS PER HIB 91
<br />
<br />f1\\
<br />
<br />5CALE: N.T.5. S3
<br />
<br />120
<br />3 SEe,
<br />
<br />MPH
<br />GUST
<br />
<br />D AN5CO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. sox 3400 - APOLLO eEACH - FLORIDA - 33&12
<br />~ - (813) 64& (2)166 FAX - (813) 64& %ca&
<br />e6 4&1(2) fC\ 111ESE DRAWINGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA AND 111E
<br />~ CUENT ON 1111S PROvECT. ANY REPROOJC1l0N OR UNAU1l10RlZED USE IS PRa1IB1TED, - 2003
<br />
<br />DE
<br />
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<br />
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<br />~~ r:--,
<br />
<br />'1 \.
<br />
<br />I ~COSMEllC DROP CEILING FRAMING
<br />
<br />SCISSOR GABLE liT' BRACE
<br />
<br />-
<br />
<br />STUDS @ 16" O.C.
<br />
<br />SCISSOR TRUSS WI DROP CEILING BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCAllON 5CALE: NT5
<br />
<br />1/Z"
<br />
<br />6EAL..~
<br />\ ecALE NOTCD
<br />DATE 112/(2)2
<br />
<br />LENNAR ~OMEe
<br />
<br />TAMPA DIVl81CN
<br />
<br />DRAU.N B.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />, ..
<br />, ..
<br /><0
<br />
<br />~
<br />
<br />5CALE: N.T.5.
<br />
<br />I 2 \
<br />\ S3 r
<br />
<br />~
<br />
<br />TRuee 6RACING DET AILe AND NOTE5
<br />
<br />\..
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />&3
<br />
<br />~
<br />
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