|
<br />/IBACKNAIL WI (2) 16d NAILS
<br />SEE STRUCTlJRAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL IN.... 7 2"x4" OU1LOOKER @ 24" O.C.
<br />, / / r (OPllONAL - SEE ELEVAllONS)
<br />
<br />J ~o/fL TM
<br />/ //~
<br />" ~'I\I I SIMPSON H10 OR EQUAL
<br />'\ / \ @ EA. OU1LOOKER
<br />TOP CORD BLOCKIN 'FOR FlRST FOUR ROWS - / ~ DOUBLE TOP PLATE
<br />Of' TRUSSES @ EDCl S OF SHEA T11ING TYPICAL
<br />
<br />II'\." / / 74" MAX. 2"x4" CROSS BRACE
<br />7 /8" SllJCCO FINISH PER ASTM C, 926 SI PSON LST A 12 @ EA. S ' D J A T RIDGE FASTENED
<br />APPl Y 3 LA YIRS W / TOTAL mCKNESS 7 /8" ltf~ A T EACH JOINT WI
<br />OVER METALLATl1, FIRST 2 ~YIRS 3/8" --- -- ..... ~I (2) 10dx3"
<br />mCK EACH, 3RD LAYIR 1/8 Tl1ICK, ~ 2X6 FRAMED WALL - SEE
<br />/' WALL SECllON FOR SPACING
<br />~ I .....--1/2" CDX PLYWOOD OR 7/16"
<br />2"x4" PANEL BLO( KING @ 48" O.C, V OSB SHEAllilNG ATTACHED W/10d
<br />FOR THE FIRST (4 ROWS OF TRUSSES ~ NAILS @ 6" 0 C EDGES AND 12" 0 C
<br />FROM EA. END TY . TOP & BOTTOM ' . , ,
<br />ATTACHED Wi (2) 161-ld TOENAILS I ____(FIE)LD
<br />V 2 16d NAILS
<br />'I DIJ I I I I 1 11: ~ V2"x4" BLOCKING
<br />
<br />5/8" OR 1/2" CEILING DENSE~ 1\ 2"x4" "T" ON TOP OF PANEL
<br />GYPSUM WALL BOARD FASTENED ..4- I "'-BLOCKING, FASTEN 'MT11
<br />'MT11 8d COOLER NAILS OR 1 1/4" LONG -y- 10dx3" @ 4" O/C
<br />DRYWALL SCREWS COMPLYING 'MT11
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/C TYPICAL
<br />
<br />7/8" SllJCCO FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W / TOTAL Tl1ICKNESS 7/8-
<br />OVER METAL LA Tl1. FIRST 2 ~ YIRS 3/S"
<br />mCK EACH. 3RD LA YIR 1/8 mCK,
<br />
<br />I ~SIMPSOt'1C H10 OR EQUAL
<br />I @ EA. UTLOOKER
<br />I 24' MAX.
<br />I r"L" BRACE TO EXTEND AT LEAST
<br />I 90% OF 'NEB LENGT11 (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" OSB
<br />FOR T11E FIRST 8'-0" OF END WALL ~ I ~ SHEAllilNG ATTACHED 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 TOETNAILS \ I
<br />,I / / 10dx3"@ 3" O/C T11ROUGH
<br />1t4 I". I / ~ I' I 1'\..~ /CHORDINT02"x6"P.T,PLATE
<br />
<br />2"x4" "T" ON TOP OF PANEL / ,J ~.
<br />BLOCKING, FASTEN 'MTHJ !:.---'i\::
<br />10dx3" @ 4" O/C l' MOISTURE BARRIER
<br />5/8" OR 1/2" CEILING DENSE lL 1
<br />GYPSUM WALL BOARD FASTENED / FT=r =r SIM~SO~ META20 OR EQUAL
<br />'MT11 8d COOLER NAILS OR 1 1/4" LONG @ 4 -0 O.C. TYPICAL
<br />DRYWALL SCREWS COMPLYING 'MT11 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 SHEAT11ING DETAIL
<br />
<br />I
<br />+- ~~ t4
<br />I 11:,\, II
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />OF TRUSSES@ EDGES O~~F S~HEAlliiING TYPICAL
<br />2"x4" CROSS BRACE I
<br />A T RIDGE FASTENED
<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 />N
<br />
<br />. .f.'
<br />
<br />);f
<br />
<br />I l>;:i
<br />~ <I
<br />
<br />f
<br />~
<br />
<br />2e>'.e>' MAX
<br />"X" BRACE SEE ~ 1 'I
<br />DEl J/S3 \ I I
<br />
<br />2e>'.e>' MAX
<br />i90NTlNUOUS BOTTOM CORl1 BRACING
<br />/ ~"X4" MIN. (SEE DETAIL M-~S3)
<br />
<br />Er~D JACK
<br />
<br />..
<br />
<br />"
<br />
<br />~,<
<br />
<br />I
<br />
<br />Q
<br />UJ
<br />
<br />Q
<br />UJ
<br />
<br />II'-e>' MAX
<br />
<br />j
<br />
<br />---- -
<br />
<br />..
<br />
<br />~
<br />
<br />:':INIMUM 2"x4" CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCA TlONS)
<br />
<br />2) 16d PER JOINT
<br />
<br />""
<br />'"
<br />'"
<br />
<br />~---:-
<br />,x
<br />-<(
<br />~::;!;
<br />-.........
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<br />~::;!;~
<br />~
<br />I
<br />---- ~
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<br />CORNER JAC ..
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<br />
<br />'"
<br />V
<br />
<br />----
<br />
<br />(I:
<br />~1 \ ~1 ~.
<br />
<br />\:ONTlNUOUS BOTTOM CORD BRACING 1"x4" MIN.
<br />
<br />~/
<br />
<br />~---:-
<br />,x
<br />.. <(
<br />~::;!;
<br />-.........
<br />
<br />cr
<br />w
<br />Co
<br />cr
<br />C3
<br />
<br />.....
<br />
<br />~---:-
<br />,x
<br />.. <(
<br />~::;!;
<br />-.........
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<br />Q
<br />UJ
<br />
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<br />
<br />~x .
<br />~~ <( ~
<br />""{::;!;f-
<br />
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<br />
<br />Q
<br />UJ
<br />
<br />2"x4" LEDGER (MATCH BOTTOM
<br />CHORD SLOPE OF ADJACENT TRUSS)
<br />
<br />CR066 BRACING DETAIL
<br />SCALE: N.T.5.
<br />
<br />(;,
<br />~
<br />
<br />NOTE:
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />CUT SHEETS FOR ADDITlONAL PERMANENT BRACING
<br />iliA T MAY BE REQUIRED
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB,
<br />
<br />~TOP & BOTTOM CORD
<br />GABLE END BRACING @
<br />4'-0" D.C. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<br />
<br />UPLIFT CONNECTIONS - HIP FRAMING
<br />
<br />5CALE: N.T.S.
<br />
<br />{;\
<br />53
<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 />5CALE: N.T.S.
<br />
<br />(~
<br />\::V
<br />
<br />REQUIRED MINIMUM PERMANENT TRU66 BRACING PLAN I
<br />AS PER HIB 91 SCALE: N.T.S. ,
<br />
<br />~
<br />S3J
<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 />SECTfON
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL \
<br />
<br />r BACKNAIL WI (2) 16d NAILS
<br />/ \ r2"x4" OUTLOOKER @ 24" O/C
<br />7/8. SllJCCO FlNISH PER ASnA C, 926 . ,
<br />APPl Y 3 LA YIRS W / TOTAL THICKNESS 7/8"--------- " ~fi V...... t4
<br />OVER METALLATl1, FIRST} ~YIRS 3/S" _________ ~ ~
<br />Tl1ICK EACH, 3RD LAYER 1 8 Tl1ICK. ~ 71 I
<br />
<br />TOP OR B~KING FOR FlRST FOUR ROWs-/ I SIMP~ON H10 OR EQUAL
<br />OF TRUSS S @ EDGES OF SHEAllilNG TYPICAL I @ EA. OUTLOOKER
<br />2"x4" CROSS BRACE I" I
<br />AT RIDGE FASTENED 4 MAXf
<br />AT EACH JOiNT WI I r"L" BRACE TO EXTEND AT LEAST
<br />(2) 10dx3" - ~ 90% OF WEB LENGTH (SEE TABLE)
<br />I 0ABLE TRUSS
<br />I /' 1/2" COX PLYWOOD OR 7/16"
<br />I /OSB SHEAllilNG 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 />/ _ 2"x4" "T" ON TOP OF PANEL
<br />I I'\: ",qp-BLOCKING, FASTEN WlT11
<br />~ 10dx3" @ 4" O/C
<br />(. ~STlJD WALL (SEE TYP, SEC.)
<br />
<br />- \- ~
<br />SIMPSON SP2 @
<br />EACH STUD
<br />
<br />~I
<br />
<br />2x4 "T" BLOCKING
<br />
<br />2x4 BLOCKING @ 48" O.C.~-
<br />
<br />
<br />"L" BRACE I'} I /I 16d
<br />
<br />ATTACHED wi 10d NAILS .-~_
<br />
<br />@ 4" O,C. TYPICAL ['u --1 I V-
<br />-----=:::.::::'~ ........ ./
<br />./ ........
<br />
<br />
<br />GABLE TRUSS WEa-I
<br />DOUBLE ILl BRACING DETAIL
<br />
<br />...;..,.
<br />(i'\
<br />
<br />NAIL
<br />
<br />lJr
<br />
<br />lJ
<br />
<br />JL
<br />
<br />-"iN
<br />N ,- .
<br />
<br />0;)
<br />
<br />PRE -ENGINEERE~ .
<br />WOOD TRUSSES \
<br />
<br />OvERLAP TRU55 BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />
<br />~
<br />
<br />k- :-il~
<br />~
<br />0;)
<br />
<br />I
<br />+ :
<br />!
<br />
<br />1'1
<br />
<br />,',
<br />
<br />I
<br />
<br />SCALE: N.T.5.
<br />
<br />(5\,
<br />\!:V
<br />
<br />0-.-'
<br />
<br />~ j
<br />
<br />0-' .
<br />1-
<br />fr
<br />
<br />(2) 2" x 4" LAMINATlONS W/ (1) ROW
<br />OF STAGGERED 10d COMMON 'MRE NAILS
<br />(D = 0,148", L = 3") OR EQUAL
<br />
<br /><- "
<br />
<br />~
<br />-../'-
<br />fr
<br />
<br />(3) 2" x 4" LAMINATlONS 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 C
<br />FOR THE FIRST (4) ROWS OF TRU
<br />FROM EA. END TYP. TOP & BOTTO
<br />ATTACHIED111 (2) 16-d TOEnAILS
<br />
<br />.} l)(I I I I M I
<br />
<br />5/8" OR 1/2" CEILING DENSE ~
<br />GYPSUM WALL BOARD FASTENED
<br />WlT11 Bd COOLER NAILS OR 1 1/4" LONG
<br />DRYWALL SCREWS COMPLYING 'MTH
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" OIC TYPICAL
<br />
<br />J
<br />DBL. S.P.F.TOP PLATE
<br />
<br />I.
<br />
<br />
<br />
<br />
<br />MINIMUM (2) 16d PER ~INT\
<br />. ~INIMUM 2"x4" TRUSS BRACING
<br />
<br />>..
<br />
<br />~
<br />
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @ 48" O.C.---.::~-
<br />
<br />"L" BRACE ~'I ~ 16d
<br />ATTACHED wi 10d NAILS .-1 iA'
<br />@ 4" O.C. TYPICAL -.........-.. f\-lf1 i
<br />~.I^ ........ ./
<br />./ ........
<br />
<br />
<br />GABLE TRUSS WEB~
<br />
<br />NAIL
<br />
<br />NOTES:
<br />
<br />1) ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF THE COLUMN
<br />2) ALL NAILS PENETRATE AT LEAST 3/4
<br />OF THE T11ICKNESS OF T11E LAST
<br />LAMINA TlON
<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 />4) FOR 4-PLY, PROVIDE 1/4" DIA.
<br />x 5 1/2" LAG SCREWS OR EQU AL
<br />(SPACE AS SHOWN FOR 3-PLY)
<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 SECTlON 15.3
<br />FOR ADOITlONAL INFORMATlON
<br />
<br />TRU66 BRACING OVERLAP DETAIL
<br />SCALE: N.T.5.
<br />
<br />1M,
<br />\ 53 f
<br />
<br />61NGLE "LU BRACING DETAIL
<br />SCALE: N.T.S.
<br />
<br />(;;\
<br />\::V
<br />
<br />T'YPICAL NAILING 6Cl-+EDULE6 FOR BUILT -UP COLUMN6 I
<br />SCALE: N.T.5. 1
<br />
<br />8 \
<br />53 r
<br />
<br />-=
<br />
<br />SECTION
<br />
<br />SCALE: N.T.S.
<br />
<br />I 4 \
<br />\ 53 r
<br />
<br />~
<br />Qy
<br />7~~/
<br />~II
<br />
<br />"..."'"
<br />
<br />~
<br />(;\ r---..v~ ~
<br />~ I ~
<br />
<br />,
<br />
<br />-+-
<br />,
<br />
<br />r TOENAIL W/ (2) 16d NAILS
<br />/ (10dx3" 0 /c @ 6" o/c TYPICAL
<br />
<br />/ J j2"x4" OUTLOOKER @ 24" O,C.
<br />I w/ (2) 10d PER JOINT
<br />DII
<br />
<br />
<br />f \1,,, RUNNERS
<br />I
<br />12" MAX.
<br />I
<br />I
<br />I
<br />- - - -fL
<br />
<br />(;\
<br />~
<br />
<br />~
<br />~v
<br />12
<br />
<br />~7~/'
<br />~/
<br />'"
<br />
<br />~ I
<br />
<br />ABLE TRUSS
<br />
<br />~
<br />
<br />r
<br />
<br />,/.cABLE TRUSS
<br />
<br />
<br />~ ~ "L" BRACE W/ 10d @ 4" O.C.
<br />~ (SEE SCHEDULE FOR SIZE
<br />....... ND LOCATlON)
<br />
<br />~"'
<br />~
<br />
<br />"L" BRACE WI 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />
<br />IL I 6RACING REQUlREMENT5
<br />
<br />..
<br />
<br />f7;\
<br />~
<br />
<br />t;;\
<br />~
<br />
<br />r-....
<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 />6CISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />::,.
<br />
<br />"~
<br />
<br />~
<br />
<br />ALTERNATE NON-DROP GABLE END DETAIL
<br />SCALE: N.T.S.
<br />
<br />'~
<br />
<br />-:.:.:-:-: ':' :-:':-:' :.:-:.:-: -:. :-:.:':.:': .:' :':':\ ':' :-:.:': ':': ':':' :':-:': ': ': ':-: -:':.: -:.:-:-: -: ': ':':- :':-:':-:': ':.:':':' :':' :.:-:-:-: ':.:-: ':.: ':-: .: ': ': ':':':. :':-: ': ':'l' ':.:':':' :':' :':': -:,:f: .:. :.:-:-:': ':':' :':' :':-: -: ':': ':' :': ':' :-:' :.:': ':':':':':.:':.:': ~:: ,/:::::
<br />........... ........... .... 'I":'. ..... . I.......... ............ ............ ........... ............ ........... :r... ......... ............ .......... .'~..... .
<br />
<br />
<br />I II I \ II II II II II II II
<br />CJ \ CJ ICJCJI
<br />Ilf ~ II II II II II II
<br />~ONT. BEARING
<br />
<br />::",
<br />
<br />r
<br />
<br />n
<br />
<br />'~
<br />~
<br />n ...............
<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" Ole.
<br />
<br />.~
<br />
<br />n
<br />
<br />n
<br />
<br />" :;
<br />
<br />II
<br />
<br />II
<br />
<br />~~T~R~DBL TOP p~:
<br />
<br />H
<br />
<br />~f
<br />
<br />~f
<br />
<br />
<br />'-STUDS @ 16" O.C.
<br />
<br />'1
<br />H
<br />
<br />tl
<br />
<br />II
<br />
<br />II
<br />
<br />nil
<br />
<br />GABLE END BRACING DETAIL
<br />
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICAllON
<br />
<br />SIMPSON HGA10
<br />
<br />SIMPSON SP2
<br />@ EACH STUD
<br />
<br />SCALE: N.T.S.
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC1URAL NOTES FOR WIND SPEED SPECIFICATION
<br />
<br />5CALE: N.T.5.
<br />
<br />D &AMUEL A. GREENBERG, P.E. #3424;
<br />D TI-4U'Y 1-4. I-4UYNl-l, P.E. #60122
<br />D IRWIN J. BEN&ON, P.E. '4~1;8
<br />D ALl ABBA6 I-4AKIM, P.E. lIS6186
<br />
<br />:,)
<br />X
<br />:;:)
<br />
<br />0..
<br />7.) :J:
<br />:D
<br />:D >-
<br />::\.l .a
<br />
<br />:J) ...:
<br />n <D
<br />.. (\)
<br />I:) "0
<br />..,. 0
<br />
<br />>> ~
<br />...<
<br />
<br />============
<br />
<br />2X4 BRACING @ 48" O.C.
<br />CONTINUOUS TO FIXED LOCATlON
<br />ATTACHED W/ 2-10d @ EA. TRUSS
<br />(NOTE: BRACING MAY BE PLACED ON EllliER
<br />TOP OR BOTTOM OF lliE BOTTOM CORD)
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEA T11ING DETAIL
<br />
<br />1 t4 t4..
<br />I II II
<br />TOP CORD BLOCKING FOR FIRST FOUR RO
<br />or rnuss<s r EDGES or SHEA 1\j'Nl T1'f'ICAl
<br />
<br />
<br />2"x4" CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOiNT WI
<br />II (2) 10dd"
<br />
<br />.1 M ..
<br />
<br />dYPSUM WALL BOARD~
<br />2"x4" LEDGE
<br />CHORD SLO
<br />SCISSOR
<br />2"x4" PANEL BLOCKING @ 48" O.C.
<br />FOR THE FIRST (4) ROWS OF TRUSSES ~F'"
<br />FROM EA. END TYP. BOTTOM CORD II ~~lJ'
<br />ATTACHED W/ (2) 16-d TOENAILS [/=-
<br />2"x6" P.T. SILLJ / T T
<br />1 /2"~ ANCHOR BOLT @ 48" O.C.../ lLLl
<br />~cr
<br />
<br />)f
<br />
<br />GABLE TRUSS
<br />TRUSS VERTICAL
<br />
<br />ill REVISED 08-15-03
<br />~ CREATED 01-02-02
<br />
<br />TO THE eE5T OF THE ENGINEER'5 KNOWLEDGE AND eELIEF, THE
<br />5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPLY WITH THE
<br />FLORIDA 6UILDINU CODE, 5ECTION loiZlo FOR 12iZl MFI-! :3 5ECOND
<br />GU5T, EXPOOURE 'e' WIND ZONE (2iZliZll EDITION).
<br />THI5 DRAWINU AND DE51GN 15 vALID FOR 12 MONTH$ AFTER THE
<br />DATE IT 15 51GNED AND 5EALED.
<br />51GNED AND 5EALED FOR THE 5TRUCTURAL PORTION OF THI5
<br />DRAWING ONLY.
<br />
<br />L..-----
<br />---- L..-----
<br />----
<br />
<br />~::::::::-...... r2X4 LEDGER
<br />". ~MPSON LSTA12 T1'f'.
<br />
<br />.........:: / ~~
<br />--- ~ '--- ~:::---...
<br />------I----. ::::::
<br />----- I----. ----- < >
<br />----- -.
<br />-.
<br />
<br />~~
<br />~'I~
<br />
<br />~
<br />
<br />(BACKNAIL W/ (2) 16d NAILS
<br />i2"X4" OUTLOOKER @ 24" O.C.
<br />
<br />I DII
<br />
<br />~ "'-SIMPSON H2.5 OR EQUAL
<br />+ @ EA. OUTLOOKER
<br />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 />-1'
<br />I r"L" BRACE TO EXTEND AT LEAST
<br />1 90% OF WEB LENGTH (SEE TABLE)
<br />SIMPSON #3 'MT11 8-Bd
<br />I / FROM LEDGER TP BLOCKING
<br />j \t./ ..(- ~ /ABLE TRUSS
<br />
<br />J I ...----1/2" COX PLYWOOD OR 7/16" OSB
<br />(MATCH BOTTO ,...- SHEAllilNG ATTACHED WI 10d NAILS @ 6" O,C.
<br />OF ADJACENT I EDGES AND 12" O.C. FIELD
<br />SS)
<br />
<br />.
<br />.
<br />
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<br />
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<br />
<br />12 ~5~ ~ rOUBLE TOP PLATE
<br />
<br />14'IIMA' .~~.~
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<br />
<br />SCISSOR TRUSS
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<br />
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<br />
<br />(2) 2"x8" "L" BRACE FASTENED
<br />WITH (3) 16d PER SIDE
<br />DIAPHRAGM BLOCKING
<br />_ f-@ 48" OIC
<br />
<br />,.
<br />
<br />D ANSCO
<br />
<br />ENGINEERING, FA"
<br />
<br />p.o. 60X 3400 - APOLLO eEACf4 - FLORIDA - 33&12
<br />R--lONE - (813) 64& 12)166 FAX - (813) 64& ~~
<br />EB 4&112) "C' 'THESE DRA'MNGS AND DESIGNS ARE 'THE JOINT PROPERTY Of DANSCO ENGINEERING, PA AND 'THE
<br />~ CUENT ON 'THIS PRO.ECT. ANY REPROOUC1l0N OR UNAUn10RIZED USE IS PROHIBITED. - 2003
<br />
<br />DE
<br />
<br />"'"
<br />
<br />OISTURE BARRIER
<br />
<br />AS PER HIB 91
<br />
<br />~
<br />, 1 ,
<br />SCALE: N.T.S. , 53 I
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />:-----..
<br />
<br />,~'f~
<br />
<br />I ~COSMETlC DROP CEILING FRAMING
<br />
<br />6CI660R GABLE 'TI BRACE
<br />
<br />;Q (l)
<br />- ...,
<br />;Q C
<br />x: co
<br />g-;;
<br />...J <D
<br />:c c
<br />-
<br />"0..
<br />~:J:
<br />
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WINO SPEED SPECIFICATION SCALE: N.T.5.
<br />
<br />SECTION
<br />
<br />SIMPSON HETA20 OR EQUAL
<br />@ 6'-0" O.C. TYPICAL
<br />ALTERNATE SIMPSON LSTA18
<br />STRAIGHT STRAP @ 4'-0" o/e
<br />ALIGNED 'MT11 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 />1/2"
<br />
<br />eEAL.'"
<br />\ eCALE NOTED
<br />DATE 112102
<br />
<br />LENNAR ~OMES
<br />
<br />-
<br />
<br />TUDS @ 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 SPECIFICATION SCALE: NT5
<br />
<br />TAMPA DIVl61CN
<br />
<br />DF<AU.N B.v.
<br />N: /BlOCKS/Sm 2001
<br />
<br />SCALE: N.T.S.
<br />
<br />I 2 \
<br />\ 53 I
<br />
<br />~
<br />
<br />TRUSS 6RACING DETAILS AND NOTES
<br />
<br />\...
<br />
<br />DE JOB NO. PM - 6>021
<br />
<br />63
<br />
<br />~
<br />
|