|
<br />/BIACKNAIL wi (2) 16d NAILS
<br />SEE STRUCnJRAL NOTES AND NAILI/:NG
<br />SCHEDULE FOR SHEATIiING DETAIL /~"x4" OUl1...00KER @ 24" O.C.
<br />/ (OPTlONAL - SEE ELEVATlONS)
<br />
<br />~ ~./ '-- DII
<br />/ //~
<br />~"\ I SIMPSON H10 OR EQUAL
<br />~ / \ @ EA. OUTLOOKER
<br />TOP CORD BLOCKIN FOR FlRST FOUR ROWS - ~ i "'- DOU BLE TOP PLATE
<br />OF TRUSSES 0 EDC; S OF SHEA T11ING TYPICAL ,
<br />
<br />11'\ " /,/ :>4" MAX.l 2"x4" CROSS BRACE
<br />7/S" SllJCCO FINISH PER ASTM C. 926 SI PSON LSTA12 @ EA. S · D . t AT RIDGE FASTENED
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S" ~~ AT EACH JOINT WI
<br />ovm METAL LATH. FIRST 2 ~YERS 3/S" ---...... ~ (2) 10dx3"
<br />THICK EACH. 3RD LAYER 1/8 THICK. ~ 2X6 FRAMED WALL - SEE
<br />WALL SECllON FOR SPACING
<br />/
<br />~ 1/2" CDX PLYWOOD OR 7/16"
<br />2"x4" PANEL BLO( KING @ 48" O.C. OSB SHEAll1iNG ATIACHED W/10d
<br />FOR TIiE FIRST (4 ROWS OF TRUSSES . ~ NAILS @ 6" 0 C EDGES AND 12" 0 C
<br />~~~~C~~D E~J (i) i~~IO: T~E~~i~~M ~,(FIE)LD' . ' .
<br />I / \2 16d NAILS
<br />, DIJ I I I I I ~~ V2"x4" BLOCKING
<br />
<br />5/S" OR 1/2" CEILING DENSE-./ \ 2"x4" ", ON TOP OF PANEL
<br />GYPSUM WALL BOARD FASTENED 1 "-BLOCKING, FASTEN WIlli
<br />WIlli Sd COOLER NAILS OR 1 1/4" LONG , 10dx3" @ 4" O/C
<br />DRYWALL SCREWS COMPLYING WITH
<br />ASTM C1002 FOR FIRST S'-O"
<br />FROM END WALL @ 4' O/C TYPICAL
<br />
<br />7/S" srucco FINISH PER ASru C. 926
<br />APPL Y 3 LAYERS W/ TOTAL THICKNESS 7/S"
<br />OVER METAL LATH. FIRST 2 ~YERS 3/S"
<br />THICK EACH. 3RD LAYER 1/S THICK.
<br />
<br />I ~SIMPSO{ H10 OR EQUAL
<br />, @ EA. Ul1...00KER
<br />I 24' MAX.
<br />I r"L' BRACE TO EXTEND AT LEAST
<br />I 90% OF WEB LENGlli (SEE TABLE)
<br />(
<br />2"x6' P.T. SILL l I
<br />
<br />I ~ABLE TRUSS
<br />
<br />2'x4" PANEL BLOCKING @ 48' O.C. I / 1/2' CDX PLYWOOD OR 7/16" OSB
<br />FOR lliE FIRST 8'-0" OF END WALL ~ I ~ SHEAll1lNG ATIACHED WI 10d NAILS @ 6" O.C.
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
<br />ATTACHED W/ (2) 16-d TOqJAILS \ I
<br />, / / I 10dx3'@ 3' O/C lliROUGH
<br />t4 I"' I I ~ I' I I 1\...~ / CHORD INTO 2'x6" P. T. PLATE
<br />
<br />2"x4' "T" ON TOP OF PANEL / J I~' ~ ~I
<br />BLOCKING, FASTEN WlTH-./ \. !:_
<br />10dX3'@4"0/ctT\::MOISTUREBARRIER
<br />5/S" OR 1/2' CEILING DENSE I I
<br />GYPSUM WALL BOARD FASTENED / SIM~SO~ META20 OR EQUAL
<br />WITH Sd COOLER NAILS OR 1 1/4" LONG -I-- 55 I_ @ 4 -0 O.C. TYPICAL
<br />DRYWALL SCREWS COMPLYING WIlli ASTM C1002
<br />FOR FIRST S'-O" FROM END WALL
<br />@ 4" O/C TYPICAL
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEAllilNG DETAIL
<br />
<br />,
<br />-+ Dr'\. )... t4
<br />I II :'\. II
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />OF TRUSSES ~ EDGES O~~F S~HEATI-!iING TYPICAL
<br />2"x4" CROSS BRACE II
<br />A T RIDGE FASTENED - ,I
<br />AT EACH JOINT WI '"
<br />(2) 1 Odx3"
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />r2"x4" OUTLOOKER @ 24' O.C.
<br />
<br />t4
<br />
<br />. .~
<br />
<br />A~'
<br />
<br />I
<br />~
<br />
<br />~~'-~' MAX
<br />"X" BRACE SEE ~ f
<br />DET. J/S3 \1
<br />
<br />v
<br />
<br />~~'-~' MAX
<br />r~ONTlNUOUS BOTTOM COR BRACING
<br />/ ~"X4" MIN. (SEE DETAIL M S3)
<br />
<br />END JACK
<br />
<br />...
<br />
<br />(I:
<br />~J \ ~1
<br />
<br />~ONTlNUOUS BOTTOM CORD BRACING rx4" MIN.
<br />
<br />~/
<br />
<br />:':INIMUM 2"x4" CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCATIONS)
<br />
<br />2) 16d PER JOINT
<br />
<br />"'"
<br />"'"
<br />"'..
<br />
<br />~<
<br />
<br />/
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<br />11'-(Z)' MAX.
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<br />
<br />2"x4" LEDGER (MATCH BOTTOM
<br />CHORD SLOPE bF ADJACENT TRUSS)
<br />
<br />CROSS BRACING DETAIL
<br />6CALE: N.T.6.
<br />
<br />/ J \
<br />\ 53 f
<br />
<br />NOTE: L
<br />1) SEE TRUSS MANUFACllJRER'S TRUSS ENGINEERING TOP & BOTTOM CORD
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @
<br />THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
<br />BRACING PROV1DED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN fL'\
<br />
<br />AS PER HIB 91 SCALE: N.T.S. 53 J
<br />
<br />"=="""
<br />
<br />UPLIFT CONNECTIONS - HIP FRAMING
<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 />6CALE: N.T.6.
<br />
<br />(;\
<br />\!:V
<br />
<br />1/2"~ ANCHOR BOLT @ 48" O.C.
<br />MINIMUM 6" FROM PLATE SPLICES
<br />WI 3/16'x2"~ PLATE WASHER
<br />
<br />SECTION
<br />
<br />SCALE: N.T.6.
<br />
<br />~
<br />
<br />(1\
<br />.\&
<br />
<br />SECTrON
<br />
<br />SEE STRUCllJRAL 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" srucco FINISH PER ASru C. 926 . ,
<br />APPLY 3 LAYERS W / TOTAL THICKNESS 7/S"_________ \j ~A .; t4
<br />OVER METAL LATH. FIRST 2 ~YERS 3/S" -------- ~ ~, I
<br />THICK EACH. 3RD LAYER 1/S THICK. 71
<br />
<br />TOP OR B~KING FOR FiRST FOU RO~ I IMPSON H10 OR EQUAL
<br />OF TRUSS S EDGES OF SHEATI-!ING TYPICAL I @ EA. OUTLOOKER
<br />
<br />;~x~~D~O~;S~~~~ I )4" MAX~
<br />AT EACH JOINT WI I' r"L" BRACE TO EXTEND AT LEAST
<br />(2) 10dx3" - I 90% OF 'vIIEB LENGTH (SEE TABLE)
<br />I
<br />I /,~ABLE TRUSS
<br />I / 1/2' CDX PLYWOOD OR 7/16"
<br />I /OSB SHEATI-!ING ATTACHED W/10d
<br />NAILS @ 6" O.C. EDGES AND 12" O.C.
<br />I FIELD
<br />I r(2) 16d NAILS
<br />/ rSIMPSON HGA10 @ 36" O.C.
<br />, / 2"x4' "T" ON TOP OF PANEL
<br />1 1': 7'qp-BLOCKING, FASTEN WIlli
<br />W 10dx3" @ 4" O/C
<br />,. SllJD WALL (SEE TYP. SEC.)
<br />
<br />I
<br />
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @ 48" O.C.~ I~-
<br />
<br />"L" BRACE "\ I /I 16d
<br />ATTACHED WI 10d NAILS _~ _
<br />@ 4" O.C. TYPICAL - ---==:::::' .I I Y
<br />^-----./
<br />./ '=
<br />
<br />GABLE TRUSS WEs-I
<br />
<br />DOUBLE ILl BRACING DETAIL I
<br />\
<br />
<br />'':IN
<br />(1l
<br />
<br />'-.' .
<br />
<br />NAIL
<br />
<br />iJr
<br />
<br />.--
<br />
<br />~ I
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<br />
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<br />
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<br />
<br />8> \
<br />53 r
<br />
<br />~
<br />
<br />~-.
<br />
<br />~ -J
<br />~L
<br />+
<br />15
<br />
<br />(2) 2" x 4" LAMINAllONS W/ (1) ROW
<br />OF STAGGERED 10d COMMON WIRE NAILS
<br />(D = 0.148", L = 3") OR EQUAL
<br />
<br />-n~
<br />~ ~
<br />
<br />PRE -ENGINEERE~ .
<br />WOOD TRUSSES \
<br />
<br />OvERLAP TRU5S 6RAClNa
<br />AT LEAST TWO TRUSS SPACES
<br />
<br />~I
<br />
<br />--=-
<br />
<br />6CALE: N.T.6.
<br />
<br />t
<br />it
<br />
<br />(3) 2" x 4" LAMINAllONS W/ (1) ROW
<br />OF STAGGERED 30d COMMON WIRE NAILS
<br />(D = 0.207", L = 4 1/2") OR EQUAL
<br />
<br />2"x4" PANEL LOCKING @ 48
<br />FOR TIiE FIRST (4) ROWS OF TRU
<br />FROM EA. END TYP. TOP & BOTTO
<br />ATTACHED wi (2) 16-d TOE1YILS
<br />
<br />I I I M I
<br />
<br />5/S" OR 1 12" CEILING DENSE./
<br />GYPSUM WALL BOARD FASTENED
<br />Willi 8d COOLER NAILS OR 1 1/4' LONG
<br />DRYWALL SCREWS COMPLYING WITH
<br />ASTM C1002 FOR FIRST S'-O"
<br />FROM END WALL @ 4" O/C TYPICAL
<br />
<br />~
<br />
<br />"
<br />
<br />
<br />
<br />MINIMUM (2) 16d PER .xJINT\
<br />. ~INIMUM 2"x4" TRUSS BRACING
<br />
<br />"':>.
<br />
<br />-
<br />
<br />TRUSS BRACING OVERLAP DETAIL
<br />SCALE: N.T.6.
<br />
<br />I
<br />\
<br />
<br />M,
<br />53 1
<br />
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @ 48" O.C.~~-
<br />
<br />"L" BRACE ~'I ~ 16d
<br />ATTACHED Wi 10d NAILS .-1 i~
<br />@ 4" O.C. TYPICAL'-...... f'.dn i
<br />~.I^ "'-:.:::./
<br />....- -----
<br />
<br />
<br />GABLE TRUSS WEB~
<br />
<br />NAIL
<br />
<br />NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF lliE COLUMN
<br />2) ALL NAILS PENETRATE AT LEAST 3/4
<br />OF THE llilCKNESS OF lliE LAST
<br />LAMINA 1l0N
<br />3) EACH 30d COMMON NAIL MAY BE
<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 />T'T"PICAL NAILING SCI-tEDULES FOR BUILT -UP COLUMNS (;;\
<br />
<br />SCALE: N.T.6. \!:V
<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 />
<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 ADDlllONAL INFORMAllON
<br />
<br />-=
<br />
<br />SIMPSON SP2 @
<br />EACH SllJD
<br />
<br />DBL. S.P.F.TOP PLATE
<br />
<br />SINGLE "L" BRACING DETAIL
<br />6CALE: N.T.6.
<br />
<br />(;;\
<br />\ 537
<br />
<br />"=="""
<br />
<br />--=-
<br />
<br />6CALE: N.T.6.
<br />
<br />-=-
<br />
<br />I 4 \
<br />\!:V
<br />
<br />~
<br />~V
<br />
<br />fABLE TRUSS
<br />
<br />
<br />(
<br />
<br />~
<br />~V
<br />12
<br />
<br />~~JAr1I ~
<br />1/
<br />......-
<br />
<br />I
<br />
<br />ABLE TRUSS
<br />
<br />SECTION
<br />
<br />I
<br />
<br />~ "L" BRACE W/10d @ 4" O.C.
<br />(SEE SCHEDULE FOR SIZE
<br />r-.... ND LOCAllON)
<br />
<br />E\.~
<br />'{.'i' "~
<br />
<br />'IS:::
<br />Q V~
<br />
<br />"L" BRACE WI lad @ 4" olc
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />
<br />r TOENAIL W/ (2) 16d NAILS
<br />/ 10dx3" O/C @ 6" O/C TYPICAL
<br />/
<br />
<br />7~~~
<br />~II
<br />
<br />/"
<br />
<br />IL I 6RACING REQUlREMENT5
<br />
<br />I
<br />
<br />(i;\
<br />~
<br />
<br />I
<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 />5CISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />--"{-
<br />
<br />r2"x4" OUTLOOKER @ 24' O.C.
<br />I W/ (2) 10d PER JOINT
<br />r t4
<br />
<br />
<br />\L,t RUNNERS
<br />
<br />12" MAX.
<br />
<br />~
<br />
<br />- -
<br />
<br />'~
<br />
<br />:::::::::::::::::::::~::::::::::::::::::::::: ::::::::~~ :::::::::: :::::::::::::::::::::::l::::::::::::::::::::::: l:::::::::::::::::::::::f::::::::::::::::::::::l::::::::::::::::::::::jl:::::::::::::::::::::::: ::::::::::::::::::::::: i:::::::::::::::::::::::: :::::::::::::::::::::::f:::S::
<br />
<br />II 1\ II II II II II ICJI II II I
<br />'I~ II \ CJCJCJI II ~ ~
<br />II II II \ II II II II
<br />~ONT. BEARING
<br />
<br />'~
<br />
<br />~
<br />
<br />~
<br />
<br />[I
<br />
<br />-J
<br />
<br />'~
<br />~
<br />rl .............
<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 />-d
<br />
<br />n
<br />
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<br />. .
<br />
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<br />
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<br />
<br />I-~
<br />
<br />~
<br />
<br />SCALE: N.T.6.
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC11JRAL NOTES FOR WlND SPEED SPECIFICATION
<br />
<br />\
<br />LSllJDS @ 16" O.C.
<br />SIMPSON HGA10
<br />
<br />SIMPSON SP2
<br />@ EACH S11JD
<br />
<br />AL TERNATE NON-DROP GABLE END DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC11JRAL NOTES FOR WlND SPEED SPECIFlCATION
<br />
<br />6CALE: N.T.S.
<br />
<br />D SAMUEL A. GREENBERG, P.E. 4f3424S
<br />D TI-IU"( 1-1. I-IUYNl-l, P.E. -60122
<br />D IRWIN J. BENSON, P E. j4~1S8
<br />D All ABBAS I-IAKIM, P E. 4l5b 18b
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<br />
<br />------------
<br />---====:
<br />
<br />~ 2X4 LEDGER
<br />I.~ ~I ,
<br />~MPSON LSTA12 lW.
<br />
<br />
<br />:"L ~~
<br />--- ~~
<br />I-----. ====: ___ ~>
<br />--- -.
<br />
<br />-.
<br />
<br />~~
<br />~~'[~
<br />
<br />2X4 BRACING @ 48" O.C.
<br />CONTINUOUS TO FIXED LOCAllON
<br />ATTACHED w/ 2-10d @ EA. TRUSS
<br />(NOTE: BRACING MAYBE PLACED ON E1ll1ER
<br />TOP OR BOTTOM OF ll1E BOTIOM CORD)
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \ r BACKNAIL W/ (2) 16d NAILS
<br />SCHEDULE FOR SHEA llilNG DETAIL
<br />j2'x4' OUTLOOKER @ 24' O.C.
<br />
<br />1.. t4 t4" . . " I t4
<br />I II II ;?s. :t 1 "--SIMPSON H2.5 OR EQUAL
<br />TOP CORD BLOCKING FOR FIRST FOUR RO f @ EA. OUTLOOKER
<br />Of TRUSSES r EDGES OF SHEAll1lNl TYPICAL I ~2X4 CONT'L' BRACE FASTENED W/
<br />)./' (2) 10d 3"@ 24" O/C. CMID HEIGHT
<br />
<br />I ~2X4 KICKER@ S'-O' a/c.
<br />2"x4" CROSS BRACE n .{
<br />AT RIDGE FASTENED I r"L' BRACE TO EXTEND AT LEAST
<br />AT EACH JOINT WI } 90% OF WEB LENGTH (SEE TABLE)
<br />II (2) 10dx3" I I /~~~S~~D~~R~ :LO~~ING
<br />
<br />1 t4 lG " . ,,-,y . .(- ~ /ABLE TRUSS
<br />
<br />~YPSUM WALL BOARD~ J I .....--1/2. CDX PLYWOOD OR 7/16" OSB
<br />2.x4' LEDGE (MATCH BOTTO /' SHEAll1lNG ATIACHED WI 10d NAILS @ 6" O.C.
<br />CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FJELD
<br />SCISSOR SS)
<br />2"x4' PANEL BLOCKING @ 48" O.C. ~ po
<br />FOR lliE FIRST (4) ROWS OF TRUSSES 11: ~
<br />~~~C~~D E~J (1)i6~~TTTOO~N~~~~ ~ ,\( ~
<br />2"x6' P.T. SILL~ T
<br />1/2'~ ANCHOR BOLT @ 48' O.C. L 1
<br />~I
<br />
<br />GABLE TRUSS
<br />TRUSS VERTICAL
<br />
<br />~ - -:::..- ~: (2) 2"x8" "Lit BRACE FASTENED
<br />'" WITH (3) 16d PER SIDE
<br />'" DIAPHRAGM BLOCKING
<br />_ f-@ 48" OIC
<br />
<br />ill REVISED 08-15-03
<br />& CREATED 01-02-02
<br />
<br />TO THE eE&T OF THE ENGINEER'& KNOUJL.EDG:E A'lD eELIEF, THE
<br />&TRUCTURAL PLA'I& AND &PECIFICATION& COMPLY LUITH THE
<br />FLORIDA 6UILDING: CODE, e.ECTION lb"b FOR 12" MPH 3 SECOND
<br />OO&T, EXPO&URE 'e' LUIND lONE (2""1 ED ITION).
<br />TI-II& DRALUING AND DE&IG:N 1& vALID FOR 12 MONTHS AFTER THE
<br />DATE IT 1& &IGNED AND eEALED.
<br />&IGNED A'lD &EALED FOR THE &TRUCTURAL FORTION OF THI&
<br />DRAWING: ONLY.
<br />
<br />..... ....
<br />.... 0
<br />-
<br />...
<br />u ,
<br />:::>
<br />
<br />~
<br />
<br />3
<br />53
<br />
<br />
<br />M~~~~
<br />
<br />SCISSOR TRUSS
<br />
<br />'- ....
<br />J..
<br />
<br />---
<br />.---- v ___
<br />.----v
<br />
<br />I"
<br />
<br />D AN5CO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. eox 3~ - APOLL.O eEACA4 - FL.ORIDA - 33512
<br />~ - (813) 64& 0166 FAX - (813) 64& cah~
<br />E6 4&10 f('\111ESE DRAWINGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING. PA AND 111E
<br />\:::JCUENT ON 1111S PRO..f:CT. ANY REPR()()()C1l0N OR UNAU1110RIZED USE IS PRa-iIBllID. - 2003
<br />
<br />DE
<br />
<br />""
<br />
<br />6CALE: N.T.S.
<br />
<br />f2\
<br />\ S3J
<br />
<br />==-
<br />
<br />~-MOISTURE BARRIER
<br />
<br />SIMPSON HETA20 OR EQUAL
<br />@ 6'-0. O.C. TYPICAL
<br />
<br />ALTERNATE SIMPSON LSTA1S
<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 HIS 91
<br />
<br />11,
<br />SCALE: N.T.S.\ 63 I
<br />
<br />~'f f:'t
<br />'I \.
<br />
<br />I ~COSMEllC DROP CEiliNG FRAMiNG
<br />
<br />SCISSOR GABLE "r BRACE
<br />
<br />~
<br />
<br />120
<br />3 SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />ruDS @ 16" O.C.
<br />
<br />SCISSOR TRUSS WI DROP CEILING BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC11JRAL NOTES FOR WlND SPEED SPECIFlCATION SCALE: NTS
<br />
<br />1/2"
<br />
<br />eEAL.,"",
<br />\ eCALE NOTED
<br />DATE In/02
<br />
<br />LENNAR ~OMEe
<br />
<br />-
<br />
<br />TAMPA DlvlelCN
<br />
<br />DRAtLN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC11JRAL NOTES FOR WlND SPEED SPECIFlCATION 6CALE: N.T.S.
<br />
<br />SECTION
<br />
<br />~
<br />
<br />TRuee 6RACING DeT AILe AND NOTEe
<br />
<br />\...
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />e3
<br />
|