|
<br />/8ACKNAIL wi (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEAl11lNG DETAIL .IN\> / r2"X4" OUTLOOKER @ 24" O.C.
<br />/ / (OPTIONAL - SEE ELEVATIONS)
<br />
<br />~ A'r'.". DIJ
<br />
<br />~/ / /: ~ \ SIMPSON H10 OR EQUAL
<br />~ / @ EA. OUTLOOKER
<br />TOP CORD BlOCKIN FOR FIRST FOUR ROWS - / ~ DOUBLE TOP PLA TE
<br />OF TRUSSES " me S OF SHEA 1l11NG TYPICAL
<br />
<br />II" " / / 74" MAX. 2"x4" CROSS BRACE
<br />7 /8" srucco FINISH PER ASTht C. 926 SI ~PSON LSTA12 @ EA. S 0 ~ AT RIDGE FASTENED
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7 /8" lv<~ AT EACH :OINT WI
<br />OVER METAL LATH. flRST 2 }AYERS 3/8" ---I--..... ~ (2) 10dx3
<br />THICK EACH. 3RD LAYER 1/8 THICK. ~ ~X6 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. ,-- OSS SHEATHING ATTACHED W!10d
<br />FOR l11E FIRST (4 ROWS OF TRUSSES . ~ NAILS @ 6" O.C. EDGES AND 12" O.C.
<br />FROM EA. END fyl>. TOP & BOTTOM FIELD
<br />ATTACHED WI (2) l~ld TOENAILS ~(2) 16d NAILS
<br />q]p . "'" '! 2"x4" BLOCKING
<br />W ~ DIJ I I I I X.
<br />
<br />5/8" OR 1/2" CEILING DENSE~
<br />GYPSUM WALL BOARD FASTENED
<br />IMlli 8d COOLER NAILS OR 1 1/4" LONG
<br />DRYWALL SCREWS COMPLYING WIlli
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" olC TYPICAL
<br />
<br />7/8" srucco FINISH PER ASTht C. 926
<br />APPL Y 3 LAYERS W / TOTAL THICKNESS 7/8"
<br />OVER METAL LATH. FIRST 2 }AYERS 3/8"
<br />THICK EACH. 3RD LAYER 1/8 THICK.
<br />
<br />I ~SIMPSONC HlO OR EQUAL
<br />I @ EA. UTLOOKER
<br />I 24' MAX.
<br />I~ /L" BRACE TO EXTEND AT LEAST
<br />I 90% OF WEB LENGlli (SEE TABLE)
<br />
<br />2"x6. P.T. SILLl :
<br />
<br />I ~ABLE TRUSS
<br />
<br />I / 1/2" CDX PLYWOOD OR 7/16. OSB
<br />~ I ~ SHEATHING ATTACHED W!10d NAilS @ 6" O.C.
<br />I EDGES AND 12" O.C. FIELD
<br />\ 10dx3.@ 3" olC THROUGH
<br />~ . I /CHORD INTO 2.x6" P.T. PLATE
<br />I t4 I.' I / I ~ I i! I '1'\.') '" V '
<br />
<br />2"x4" "T" ON TOP OF PANEL / ~J I~' "~,
<br />BLOCKING, FASTEN IMrHJ \., ~~:
<br />10dx3" @ 4" OIC 1 II MOISTURE BARRIER
<br />5/8. OR 1/2" CEILING DENSE !'LL
<br />GYPSUM WALL BOARD FASTENED /~rr SIM~SO~ META20 OR EQUAL
<br />IMlli 8d COOLER NAILS OR 1 1/4" LONG @ 4 -0 O.C. TYPICAL
<br />DRYWALL SCREWS COMPL YlNG IMlli 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 SHEATI1ING DETAIL
<br />
<br />
<br />+ ~~ ~ ,
<br />I II ~~, II j
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />OF TRUSSES@ EDGES Ov~F S~HEATHIING 1YPICAL
<br />2"x4" CROSS BRACE I
<br />AT RIDGE FASTENED ,J
<br />AT EACH JOINT W! ......
<br />(2) 10dx3"
<br />
<br />/ TOENAIL WI (2) 16d NAILS
<br />/ r2"x4" OU1l00KER @ 24" O.C.
<br />
<br />t4
<br />
<br />. "f.'
<br />
<br />y
<br />
<br />1~
<br />,~</~v
<br />
<br />f
<br />~
<br />
<br />"-
<br />
<br />2~'-~' MAX
<br />.X. BRACE SEE \ 1
<br />DET. J/S3 \ I
<br />
<br />2~'-~' MAX ..,
<br />/~ONllNUOUS BonOM COR BRACING
<br />/ ~.X4" MIN. (SEE DETAIL M S3)
<br />
<br />END JACK
<br />
<br />..
<br />
<br />~<
<br />
<br />I
<br />
<br />(j
<br />UJ
<br />
<br />(j
<br />UJ
<br />
<br />11'-~' MAX.
<br />
<br />(2) 16d PER JOINT
<br />
<br />o
<br />:z
<br />w
<br />a...
<br />s:
<br />
<br />'"
<br />/
<br />
<br />~--:'
<br />,x
<br />- ~
<br />~:::iE
<br />-.......,
<br />
<br />o
<br />:z
<br />w
<br />
<br />~~~
<br />~:;:,E1==
<br />~
<br />I
<br />~
<br />~
<br />I
<br />~
<br />~
<br />I
<br />~
<br />~
<br />,
<br />~
<br />~
<br />,
<br />~
<br />~x .
<br />::~~
<br />",:::iE I-
<br />
<br />..
<br />
<br />.....
<br />
<br />~MINIMUM 2"x4" CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCA llONS)
<br />
<br />'"
<br />'"
<br />""
<br />
<br />~--:'
<br />.x
<br />- ~
<br />~:::iE
<br />---
<br />
<br />----
<br />
<br />II~
<br />
<br />..
<br />
<br />----
<br />
<br />><
<br />
<br />I
<br />
<br />v
<br />V
<br />/
<br />
<br />><
<br />
<br />____w
<br />-.J
<br />CD
<br />~
<br /><.:>
<br />
<br />cr:
<br />w
<br />o
<br />cr:
<br /><:5
<br />a..
<br />I
<br />
<br />~~ '4r
<br />Of-
<br />CORNER JAC!,..
<br />
<br />i I~
<br />u ,,~..
<br />
<br />2"x4" PANEL BLOCKING @ 48" O.C.
<br />FOR lliE FIRST 8'-0" OF END WALL
<br />FROM EA. END TYP. BOTTOM CORD
<br />ATTACHED WI (2) 16-d TOf~AILS
<br />.. / / II
<br />
<br />~1 ,
<br />
<br />~]
<br />
<br />~--:'
<br />,x
<br />- ~
<br />~:::iE
<br />---
<br />
<br />----
<br />
<br />----
<br />
<br />\ 2"x4" "j ON TOP OF PANEL
<br />.A _. "-BLOCKING, FASTEN IMlli
<br />1__, 10dx3" @ 4" OIC
<br />
<br />ONllNUOUS BonOM CORD BRACING 1"x4. MIN.
<br />
<br />b(
<br />
<br />./~
<br />
<br />(j
<br />w
<br />
<br />r---
<br />
<br />..
<br />
<br />..
<br />
<br />..~
<br />,
<br />
<br />(j
<br />w
<br />
<br />-
<br />
<br />~
<br />
<br />NOTE:
<br />1) SEE TRUSS MANUFACllJRER'S TRUSS ENGINEERING
<br />CUT SHEETS FOR ADDlllONAL PERMANENT BRACING
<br />iliA T MAY BE REQUIRED
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
<br />BRACING PROVlDED IT EXTENDS OVER AT LEAST 90% OF iliE WEB.
<br />
<br />~TOP & BonOM CORD
<br />GABLE END BRACING @
<br />4'-0" O.C. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<br />
<br />-
<br />
<br />2"x4" LEDGER (MATCH BOTTOM
<br />CHORD SLOPE OF ADJACENT TRUSS)
<br />
<br />CR055 BRACING DETAIL
<br />SCALE: N.T.S.
<br />
<br />J J \
<br />, 53 J
<br />
<br />UPLIFT CONNECTfON5 - HfP FRAMfNG
<br />
<br />SCALE: N.T.S.
<br />
<br />0l
<br />53 r
<br />
<br />1/2.~ ANCHOR BOLT @ 48. O.C.
<br />MINIMUM 6" FROM PLATE SPLICES
<br />wi 3/16.x2"0 PLATE WASHER
<br />
<br />SECTrON
<br />
<br />SCALE: N.T.S.
<br />
<br />-=--
<br />
<br />J l'
<br />, 53 I
<br />
<br />-==-
<br />
<br />REQUIRED MINIMUM PERMANENT TRU55 BRACING PLAN I L'
<br />AS PER HIB 91 SCALE: N.T.S. \.!:V'
<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 STRUCl1JRAL NOTES AND NAiliNG
<br />SCHEDULE FOR SHEAl11lNG DETAIL \
<br />
<br />(BACKNAIL w/ (2) 16d NAILS
<br />\' r2.x4" OUTLOOKER @ 24. O/C
<br />7/8" srucco FINISH PER ASTI.l C. 926 fi ~ t4
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"_______ ,"! Jd;f.~~,
<br />OVER METAL LATH. FIRST} LAYERS 3/8" ------------ ...... I
<br />THICK EACH. 3RD LAYER 1 8 THICK.
<br />
<br />TOP OR B~KING FOR FlRST FOU R I IMPSON H10 OR EQUAL
<br />OF muss S EDGES OF SHEATHING TYPICAL I @ EA. OU1l00KER
<br />2"x4" CROSS BRACE I. I
<br />AT RIDGE FASTENED 4 MAX;}
<br />AT EACH JOINT W! I r"L" BRACE TO EXTEND AT LEAST
<br />(2) 10dx3" - } 90% OF WEB LENGTI1 (SEE TABLE)
<br />I ~ABLE TRUSS
<br />I / 1/2" COX PLYWOOD OR 7/16"
<br />I /OS8 SHEATHING ATTACHED W!10d
<br />NAilS @ 6" O.C. EDGES AND 12" O.C.
<br />I FIELD
<br />I ~(2) 16d NAILS
<br />/~SIMPSON HGA10 @ 36" O.C.
<br />L. 2.x4" "T" ON TOP OF PANEL
<br />I I''=. 7'qp-'BLOCKING, FASTEN IMlli
<br />W 10dx3" @ 4" olC
<br />l1JD WALL (SEE TYP. SEC.)
<br />
<br />~o,. .
<br />
<br />"
<br />I.
<br />
<br />"
<br />.1
<br />
<br />I
<br />
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @ 48" O.C.~
<br />
<br />"Lit BRACE 11 /I 16d
<br />ATTACHED wi 10d NAILS _ y( _
<br />@ 4" O,C. TYPICAL .J. 1 I V
<br />-----=:::: l\ ........ ./
<br />
<br />./ ..........
<br />
<br />
<br />GABLE TRUSS WEs-I
<br />DOUBLE 'L' BRACING DETAIL
<br />SCALE: N.T.S.
<br />
<br />~
<br />
<br />NAIL
<br />
<br />n
<br />
<br />lJ
<br />
<br />il
<br />
<br />....;...
<br />N~, .
<br />
<br />(s.)
<br />
<br />PRE -ENGINEERE~ '
<br />WOOD TRUSSES \
<br />
<br />OVERLAP TRl..Iee BRACING
<br />AT LEAST l'NO TRUSS SPACES
<br />
<br />I
<br />
<br />I 5 \
<br />\ 53 I
<br />
<br />~
<br />
<br />,,-.
<br />
<br />~ -1
<br />~L
<br />Zr
<br />
<br />(2) 2. x 4" LAMINA TlONS WI (1) ROW
<br />OF STAGGERED 10d COMMON IMRE NAILS
<br />(D = 0.148", L = 3") OR EQUAL
<br />
<br />-~~
<br />(s.) J<':
<br />~
<br />fr
<br />
<br />(3) 2" x 4. LAMINATlONS WI (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 l11E FIRST (4) ROWS OF TRU
<br />FROM EA. END TYP. TOP & BOTTO
<br />ATTACH~DI i/ (2) 16-d TOEYILS
<br />
<br />f DGI I I I ~
<br />
<br />5/8" OR ;/2" CEILING DENSE~
<br />GYPSUM WALL BOARD FASTENED
<br />Willi 8d COOLER NAILS OR 1 1/4" LONG -
<br />DRYWALL SCREWS COMPL YlNG IMlli
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4. O/C TYPICAL
<br />
<br />~
<br />
<br />I~'N'MUM (2) 16d PER JOIN> .
<br />r ~INIMUM 2"x4. TRUSS BRACING
<br />
<br />~o,.
<br />
<br />SIMPSON SP2 @
<br />EACH Sl1JD
<br />
<br />--
<br />
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @ 48" O.C.--(~-
<br />
<br />"Lit BRACE } I ~ 16d
<br />ATTACHED wi 10d NAILS .- i~
<br />@ 4" O,C, TyprCAL~.fX"fi
<br />
<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 lliE COLUMN
<br />2) ALL NAILS PENETRATE AT LEAST 3/4
<br />OF TI1E llilCKNESS OF lliE LAST
<br />LAMINA TlON
<br />3) EACH 30d COMMON NAIL MAY BE
<br />REPLACED WI (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-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 NOS SECTlON 15.3
<br />FOR AODITlONAL INFORMA TlON
<br />
<br />TRU65 BRACING OVERLAP DETAIL
<br />SCALE: N.T.S.
<br />
<br />..==.
<br />
<br />I M'
<br />, 53 J
<br />
<br />DBL. S.P.F.TOP PLATE
<br />
<br />61NGLE 'LI BRACING DETAIL
<br />SCALE: N.T.S.
<br />
<br />-
<br />
<br />(6 ,
<br />\V'
<br />
<br />--==-
<br />
<br />TYPICAL NAILING 6Cl-tEDULE6 FOR BUILT -UP COLUMN5 (8 \
<br />SCALE: N.T.S. S3 r
<br />
<br />SECTION
<br />
<br />SCALE: N.T.S.
<br />
<br />/
<br />,
<br />
<br />4 \
<br />53 r
<br />
<br />~
<br />~V
<br />7~~~
<br />~II
<br />
<br />","
<br />
<br />ABLE TRUSS
<br />
<br />~
<br />I
<br />
<br />(TOENAIL wi (2) 16d NAILS
<br />10dx3. OIC @ 6" Olc TYPICAL
<br />
<br />rf" 4" OU1l00KER @ 24" O.C.
<br />! WI (2) 10d PER JOINT
<br />, t4
<br />
<br />
<br />~". RUNNERS
<br />
<br />I
<br />
<br />(;\
<br />~
<br />
<br />~~
<br />'~
<br />
<br />~
<br />~V
<br />12
<br />
<br />
<br />~~Jifl ~
<br />1/
<br />,.-
<br />I
<br />
<br />ABLE TRUSS
<br />
<br />--=-'"
<br />
<br />~
<br />
<br />.L" BRACE W/10d @ 4. O.C.
<br />(SEE SCHEDULE FOR SIZE
<br />....... ND LOCA TlON)
<br />
<br />~
<br />
<br />~
<br />~ I~
<br />
<br />"L. BRACE W!lOd @ 4" O!C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />
<br />IL I 6RACING REQUlREtwtENT8
<br />
<br />_ L.-..
<br />
<br />I
<br />I 12" MAX.
<br />I
<br />I
<br />I
<br />-4'-
<br />
<br />'~
<br />
<br />
<br />
<br />.. .. .. .. "l" . .. .. .... ... '\ .... ::r" . .. .. .. ":r" . .. . .. . "l" .. .. . .... ............ .......... 'l' .. . .. " . "T' .. . .. . .... ............ .."...." '1" . " .
<br />........... ............ ..... ..... ............ ............ ............ ........... ............ ............ ............ ............ ........... .....
<br />.............. ...... ...... 10.. ...... ........ ............ .......... .......... 10............ ...................... ................ IO...... ........................ ............ IO.... 10.... ........................ ...................... ........................ .................. 10.... ............
<br />.. .. .. .. .. .. .. .. .. .... ..................... ............ .......... ............ 10 .. .. .. .... ........................ ........................ ...................... ........................ ........................ ....................... ........................ ...................... ............
<br />
<br />I ~ h ~ ~ ~ I I ~ ~
<br />~II
<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. I3RACE .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 />r 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" O/C.
<br />
<br />I
<br />
<br />fi\
<br />~
<br />
<br />~
<br />
<br />fi\
<br />~
<br />
<br />r
<br />
<br />r
<br />
<br />r
<br />
<br />\
<br />
<br />~
<br />
<br />II
<br />
<br />II
<br />
<br />~
<br />
<br />~
<br />
<br />~
<br />
<br />~
<br />
<br />~ I
<br />
<br />~
<br />
<br />~T~R~~ T~ ~~
<br />
<br />~
<br />
<br />H
<br />
<br />I
<br />
<br />~l ~f\ H
<br />
<br />
<br />'-STUDS @ 16" O,C~SIMPSON SP2
<br />SIMPSON HGA10 @ EACH SnJO
<br />
<br />ALTERNATE NON-DROP GABLE END DETAIL
<br />SCALE: N.T.S.
<br />
<br />II
<br />
<br />n
<br />
<br />II ~ONT. IIBEARING II
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCAllON
<br />
<br />SCALE: N.T.5.
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCATION
<br />
<br />SCALE: N.T.S.
<br />
<br />D SAMUEL A. GREENBERG, F.E. #34245
<br />D T~U'T' ~. ~U'rN~, F.E. ~0122
<br />D IRWIN J. BENSON, F.E. .4~158
<br />D All ABBAS ~AKIM, F.E. ~~18~
<br />
<br />a..
<br />x
<br />
<br />>-
<br />.a
<br />
<br />.:.:
<br /><D
<br />cD
<br />"CI
<br />o
<br />-
<br />~
<br />-<
<br />
<br />~
<br />
<br />~
<br />"I~
<br />
<br />2X4 BRACING @ 48" O.C.
<br />CONTINUOUS TO FIXED LOCA 1l0N
<br />ATTACHED wi 2-10d @ EA. TRUSS
<br />(NOTE: BRACING MAY BE PLACED ON EITHER
<br />TOP OR BOnOM OF 1l1E BOTTOM CORD)
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEA THING DETAIL
<br />
<br />4 t4 DQ' .
<br />I II II
<br />TOP CORD BLOCKJNG FOR FIRST FOUR RO
<br />OF lRUSSES r EDGES OF SHEAlHl lmCAL
<br />
<br />
<br />
<br />2"x4' CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOINT WI
<br />II (2) 1Odx3"
<br />
<br />J. DI ,I
<br />
<br />~YPSUM WALL BOARD~
<br />2.x4" LEDGE
<br />CHORD SLO
<br />SCI SSOR
<br />2"x4" PANEL BLOCKING @ 48. O.C.
<br />FOR lliE FIRST (4) ROWS OF TRUSSES 7f:
<br />FROM EA. END TYP. BOTTOM CORD ~ l~:!::
<br />ATTACHED WI (2) 16-d TOENAILS L-
<br />2.x6" P.T. SILL....! / I I
<br />1/2"~ ANCHOR BOLT @ 48. O.C.J Ll
<br />'-ri "
<br />~~
<br />
<br />y
<br />
<br />(BACKNAIL WI (2) 16d NAILS
<br />
<br />r2.X4" OUTLOOKER @ 24. O.C.
<br />
<br />.' , t4
<br />
<br />)75+ :t 1 "-SIMPSON H2.S OR EQUAL
<br />f @ EA. OU1l00KER
<br />I ~2X4 CONT"L. BRACE FASTENED wi
<br />) /' (2) 10d 3"@ 24" O/C. CMID HEIGHT
<br />
<br />
<br />V / i ~::~:~~:~~;~: (;:~~~~~)
<br />
<br />~ I ./}~%S~~D~iR 1M: ~LO~~ING
<br />j 1\,/ . . . KJ I "rGABLE TRUSS
<br />
<br />/ : r .........-!/2. COX PLYWOOD OR 7/16. OSS
<br />(MATCH BOTTO~ V SHEATHING ATTACHED W!1Od NAilS @ 6' O.C.
<br />OF ADJACENT I EDGES AND 12" O.C. FIELD
<br />SS) ~
<br />
<br />GABLE TRUSS
<br />TRUSS VERTICAL
<br />
<br />ill REVISED 08-15-03
<br />
<br />ffi CREATED 01-02-02
<br />
<br />TO THE eEeT OF Tf.4E EN6INEER1e KNOJ.JLEti6E AND eELIEF, Tf.4E
<br />$TRUCTURAL PLAN$ AND $PECIFICATION$ COMPLY WITl-i Tf.4E
<br />FLORIDA 6UILDING CODE, $ECTION 1~~~ FOR 12~ MPI-l3 $ECOND
<br />GUOT, EXPOOURE '6' WIND ZONE (2~01 EDITION).
<br />Tf.4I$ DRAWING AND DEelGN Ie VALID FOR 12 MONTI-IO AFTER Tf.4E
<br />DATE IT Ie elGNED AND OEALED.
<br />efGNED AND 6EALED FOR Tf.4E eTRucruRAL PORTION OF Tf.4re
<br />DRAWING ONLY.
<br />
<br />~
<br />
<br />.....
<br />
<br />~
<br />
<br />12 ~~ ::::::......... rOUBLE TOP PLAIT
<br />7/MAX. ~91~
<br />~? ~~
<br />~
<br />
<br />SCISSOR TRUSS
<br />
<br />...
<br />o
<br />-
<br />
<br />::::-
<br />" -
<br />--.
<br />
<br />2X4 LEDGER
<br />~MPSON LSTA12 1"\'P.
<br />
<br />~~
<br />~ ;::::
<br />_____ _____ r':
<br />----- :::::==: ~>
<br />
<br />to-
<br />
<br />~~
<br />
<br />
<br />
<br />
<br />
<br />-
<br />
<br />~1~
<br />
<br />I
<br />
<br />~=-~= =: (2) 2"x8" "L" BRACE FASTENED
<br />~ ~~ WITH (3) 16d PER SIDE
<br />~ DIAPHRAGM BLOCKING
<br />-@ 48" OIC
<br />-"/
<br />
<br />r
<br />
<br />D AN5CO
<br />
<br />ENGINEERING, FA.
<br />p.o. eox 3~ - APOLLO eEACA-I - FLORIOA - 33&12
<br />~ - (813) 64& 0166 FAX - (813) 64& ~~
<br />E6 40'" f(\ TIlESE DRA\\1NGS AND DESIGNS ARE TIlE JOINT PROPERTY OF DANSCO ENGINEERING. P,A. AND TIlE
<br />~CUENT ON TIllS PRO..ECT, ANY REPROOVCnON OR UNAUTIlORIZED USE IS PROHIBITED, - 2003
<br />
<br />DE
<br />
<br />"
<br />
<br />~
<br /><D
<br />cD
<br />c>
<br />>
<br />cD
<br />"CI
<br />N
<br />-
<br />~
<br />~
<br />,
<br />a..
<br />x
<br />
<br />v---
<br />---- v---
<br />----
<br />
<br />-----
<br />----- :::::==: r-c
<br />
<br />r-.
<br />
<br />::-----
<br />~':-'
<br />'1 10.
<br />I ~COSMETlC DROP CEILING FRAMING
<br />
<br />~
<br />
<br />5CI550R GABLE UT' BRACE
<br />
<br />"CI
<br />...
<br />ca
<br />.:.:
<br />o
<br />ca
<br />a..
<br />.
<br />-
<br />-
<br />cD
<br />31:
<br />cD
<br />x
<br />
<br />OISTURE BARRIER
<br />
<br />AS PER HIB 91
<br />
<br />I
<br />SCALE: N.T,S. ,
<br />
<br />1
<br />53
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />-
<br />cD
<br />~
<br />c
<br />a
<br />
<br /><D
<br />cD
<br />o
<br />
<br />0-
<br />X
<br />
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCATION SCALE: N.T.S.
<br />
<br />SECTfON
<br />
<br />SIMPSON HETA20 OR EQUAL
<br />@ 6'-0" O.C. TYPICAL
<br />
<br />ALTERNATE SIMPSON LSTA18
<br />STRAIGHT STRAP @ 4'-0" Olc
<br />ALIGNED IMlli GABLE WEB.
<br />ATTACH TO TRUSS W/7-10dx1
<br />AND TO MASONRY WI (3)
<br />3/16.x 2 1/4" TAPCONS.
<br />
<br />~
<br />
<br />-
<br />
<br />TUDS @ 16" a.c.
<br />
<br />SCI550R TRU55 WI DROP CEILING BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE S1RUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NT5
<br />
<br />1/2.
<br />
<br />6EAL~
<br />\ 8CAL.E NOTED
<br />DATE II.l/02
<br />TRUee 6RACING DET AILe AND NOTEe
<br />
<br />LENNAR ~OMEe
<br />
<br />TAMPA Dlvl610N
<br />
<br />DRAU.N B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />CSI
<br />CSI
<br />cg
<br />
<br />SCALE: N.T.S.
<br />
<br />/ 2 \
<br />, 53 I
<br />
<br />--==-
<br />
<br />"-
<br />
<br />\...
<br />
<br />DE Joe NO. PM - 5021
<br />
<br />63
<br />
<br />..I
<br />
|