|
<br />I
<br />I
<br />,
<br />I
<br />I
<br />I
<br />I _____VERllCAL WEBS @ GABLE END
<br />
<br />~~~ ~~E~IRBSLTO~~~NO~ ~F 4~~DO'~ALL ~ :1- / ~t.~~X:~~;;~/ ~Od 7j,]~" .0;.8 DC
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIElD
<br />ATTACHED I W/ (2))~d TOENAILS 1\ I ../ (2) 16d, ONE ON EACH SIDE OF ", BLOCKING
<br />
<br />I DlI I.. I I I.' I I /~~ ../~DBL. 2X4 HEADER
<br />
<br />2x4 ", ON TOP OF PANEL J SIMPSON HH~O../ : :1: SIMPSON DTC@16"0.C.W/(2)8d
<br />BLOCK;~~'x;"A~TE~. ~~ OR EQUAL / I /TO BOTTOM OF GABLE & (4) 8d INTO
<br />SIMPSON SP2 - / I 2 x 6 SILL PLATE
<br />OR EQUAL ~~ ~
<br />
<br />2X4 W/ (4) 10d ~ '-.... -
<br />AT EACH END G:1l. "-C.J. SILICON 1/4" GAP
<br />
<br />rrrr
<br />
<br />~kb
<br />
<br />~
<br />
<br />r TOENAIL W/ (2) 16d NAILS
<br />/ r2x4 OUTLOOKER @ 24" O.C.
<br />
<br />M
<br />
<br />~....SIMPSON "'0 OR EQUAL
<br />@ EA. OUTLOOKER
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEAllilNG DETAIL
<br />
<br />+ tf)... tr3 ,
<br />t II ,,," II_J
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />or mUSSES . EDOES~~G MICAL
<br />
<br />2x4 CROSS BRACE
<br />@ 48" O.C @ EACH JOINT '"
<br />W/(2) 10dx3"
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />/ r2x4 OUTLOOKER @ 24" O.C.
<br />
<br />.\ DlI
<br />
<br />~5':1: J
<br />: ~SIMPSm H10 OR EQUAL
<br />I @ EA. (UTLOOKER
<br />: '4' MAX.
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEA llilNG DETAIL ~
<br />
<br />
<br />t Jt~ 00 ,
<br />111'.". II /
<br />TOP CORD BLOCKING FOR FlRST FOUR ROWS J
<br />OF TRUSSES @ EDGES" ",EA,ING TYPICAL
<br />
<br />2x4 CROSS BRACE "" "'J..
<br />@ 48" O.C @ EACH JOINT "
<br />W/(2) 10dx3"
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/ r 2x4 OUTLOOKER @ 24" O.C.
<br />
<br />Da
<br />
<br />. or:
<br />
<br />,
<br />
<br />~~
<br />II:
<br />II)
<br />
<br />2x6 P.T. SILL PLATE -
<br />W/ 1/2" DIA. BOLT @ 48"
<br />O.C. & 6" FROM PLATE /
<br />SPL!.CES W/ 3/16" 2X4 SPF FRAME WALLJ "
<br />x 2 WASHER STUDS @ 16" O.C.
<br />MAX.
<br />SIMPSON SP2
<br />OR EQU AL
<br />DBL. 2X8 W/ 1/2" PL YWD. FUTCH PL. W/ SIMPSON LSTA18
<br />(OR EQUAL) w/ (7) 8d NAILS INTO STUDS AND (7) 8d
<br />INTO OSL. 2X8 ON EACH SIDE OF WINDOW
<br />
<br />I ~ SIMPSOtH10 OR EQUAL
<br />I @ EA. TLOOKER
<br />124' MAX.
<br />
<br />I "L" BRACE TO EXTEND AT LEASl X
<br />I ~ 90% OF WEB LENGlli (SEE TABLE ON SHEET t
<br />1- S3) ATTACHED W/ 10d NAILS @ 4" O.C.
<br />
<br />I i ......---VERllCAL WEBS @ GABLE END ~
<br />L ~ ARE @ 16" O.C. (()
<br />. ~ II ~ 1/2" COX PLYWOOD OR 7/16" OSB
<br />2x4 PANEL BLOC~IN~ @ 48 O.C. ~ V SHEATI1ING ATTACHED wi 10d NAILS @ 6" D.C.
<br />FOR THE FIRST 8 -0 OF END WALL I EDGES AND 12" 0 C FJELD
<br />FROM EA. END TYP. BOTTOM CORD . .
<br />ATTACHE~ W/ (2) )6;d TOENAILS i\ I ~2) 16d, ONE ON EACH SIDE OF "j BLOCKING
<br />
<br />1M / I .. I I I' I I___tl "" ~ V--DBL. 2X4 HEADER
<br />~ I..........
<br />SIMPSON H10______. .0
<br />OR EQUAL SIMPSON SP2----- ~ v..
<br />
<br />OR EQUAL ~~
<br />2X4 W/ (4) lOd
<br />AT EACH END _ .
<br />E-?- .
<br />tk ~ C.J. SILICON 1/4" GAP
<br />i i KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />D' ___ CONC. LINTEL W/ (1) #5 CONT.
<br />8~
<br />
<br />~
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEATHING DETAIL ~
<br />
<br />
<br />t~ DG ~
<br />I I r ."- II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />OF mUSSES @ EDGES_~OF~SHEA TI11.NG TYPICAL
<br />
<br />2x4 CROSS BRACE
<br />@ 48" O.C @ EACH JOINT
<br />W /(2) 10dx3" .......
<br />
<br />I:()
<br />
<br />2x4 ", ON TOP OF PANEL
<br />BLOCKING, FASTEN Willi
<br />10dx3" @ 4" o/c
<br />
<br />_______"L" BRACE TO EXTEND AT LEAST X
<br />. ...---- 90% OF WEB LENGlli (SEE TABLE ON SHEET <t
<br />S.3) ATTACHED W/ lOd NAILS @ 4" O.C. r:
<br />I .
<br />
<br />i _____~~~c:~ 6":fE~:c.@ GABLE END ~
<br />~ 1 1/2" COX PLYWOOD OR 7/16" OSS
<br />~ i ~ SHEATI1ING ATTACHED WI 10d NAILS @ 6" O.C.
<br />. EDGES AND 12" O.C. FJELD
<br />\ i I ..--(2) 16d, ONE ON EACH SIDE OF ", BLOCKING
<br />_i /.--(2) 16d
<br />I I___U ~ . , ~ DBL. 2X4 HEADER
<br />
<br />~. __________i$ . ~
<br />SIMPSON H10 . . j
<br />OR EQUAL SIMPSON SP~2 v I
<br />OR EQUAL '
<br />I SIMPSON DTC @16" O.C. W/(2) 8d
<br />hll /" TO BOTTOM OF GABLE & (4) 8d INTO
<br />2X4 W/ (4) 10d : ~ V 2x6 SILL PLATE
<br />~AT EACH END r, . '-..-
<br />8 ""-C.J. SILICON 1/4" GAP
<br />
<br />2x6 P.T. SILL PLATE /' I I / ( )
<br />w/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL~ I I KNOCK-OUT BLOCK W 1 #5 CONT.
<br />D.C. & 6" FROM PLATE STUDS@ 16" O~C' , r .;~ ..-cONC. LINTEL W/ (1) #5 CONT.
<br />SPL~CES W/ 3/16" MAX. G::J /' -
<br />x 2 WASHER SIMPSON SP2
<br />OR EQUAL /
<br />I MANUFACTURED WINDOW W/
<br />DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 -Yr- . FRAME. SEE DET. B/S2 FOR
<br />(OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW -
<br />2X4 P.T. SPACER T IV'
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW J I
<br />OPENING (OSL. 2X4 EA. SIDE FOR WINDOWS WIDER lliAN I I
<br />36")
<br />: I II I j
<br />
<br />I : II I . MASONRY WALL (DESIGNED
<br />I II I AS CANllLEVERED)
<br />I : II I ____RE-BAR BEYOND - SEE FILL CELL
<br />_I I ~~ ON PLAN
<br />
<br />I I III I 2X4 P.T. W/ 1/2"0 "J"
<br />
<br />: : ::l !/ BOLTS @ 24" O.C.
<br />
<br />I I III ~ SEE SECllON A/S1 FOR TYPICAL
<br />I I JLLl~FOUNDAllON AND BLOCK WALL
<br />SEE SECTION A/S1 J ; R11 DETAILS
<br />FOR SLAB DETS.\ a.J Lil
<br />
<br />~==~ii 1__
<br />~'\.5~'0~'\~ ~J~ ~\.,,~~
<br />>>/'};/);Y/) ~ DY/)'>/)v
<br />'-(/~\.'-(/, ~~v
<br />i'~,>%~" ~ ~~"
<br />%~ v~/
<br />1'~<<~~0<-:(/ .
<br />'\'Y&&)07"
<br />
<br />2x4 PANEL BLOCKING @ 48" D.C.
<br />FOR lliE FIRST 8'_0" OF END WALL
<br />FROM EA. END TYP. BOTTOM CORD
<br />ATTACHED w/ (2) 16-d TOENAILS
<br />I j/
<br />TD/I.. I I I'
<br />
<br />. .F.
<br />
<br />'4' MAX.
<br />"L" BRACE TO EXTEND AT LEAST ~
<br />___ 90% OF WEB LENGlli (SEE TABLE ON SHEET S3) r:
<br />ATTACHED w/ 10d NAILS @ 4" O.C. .
<br />~
<br />I
<br />
<br />.
<br />~ X
<br />~~
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WIlli
<br />10dx3" @ 4" O/C
<br />
<br />I
<br />
<br />I
<br />I SIMPSON DTC @16"0.C. W/(2) 8d
<br />VTO BOTTOM OF GABLE & (4) 8d INTO
<br />2 x 6 SILL PLATE
<br />
<br />~ X
<br />1<1:
<br />II) I:
<br />
<br />CONC. SILL
<br />
<br />X
<br /><t
<br />1:
<br />
<br />.
<br />~
<br />I
<br />~
<br />
<br />2X4 P.T. SPACER
<br />
<br />I
<br />'L\~~
<br />lIV_
<br />I 'V
<br />I I
<br />-I I
<br />
<br />MANUFACTURED WINDOW W/
<br />FRAME. SEE DET. B/82 FOR
<br />HEADER & SILL DETAILS
<br />
<br />a
<br />ill
<br />
<br />KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />
<br />(1) SIMPSON H3
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER lliAN
<br />36")
<br />
<br />CONC. SILL
<br />
<br />X
<br /><t
<br />1:
<br />~
<br />I
<br />
<br />(1) ROW 2X BLOCKING @
<br />MID-HEIGHT FOR WALL
<br />HEIGHT < 8'-6" AND (2) ~
<br />a ROWS @ 1/3 PTS. FOR
<br />~ WALL HEIGHTS> 8'-6"
<br />SIMPSON SP1
<br />OR EQUAL :~
<br />SEE SECllON A/S1
<br />FOR SLAB DETS. '\ I
<br />
<br />~I
<br />~ :
<br />1 T'
<br />+4
<br />
<br />1 ~ 2X4 P.T. W/ 1/2"0 "J"
<br />I u / BOLTS" 2'" D.C.
<br />
<br />T r! SEE SECllON A/S1 FOR TYPICAL
<br />~L FOUNDAllON AND BLOCK WALL
<br />Y i I DETAILS
<br />1
<br />.{=- == ~ ~
<br />~~~~ 'c ~ ~~
<br />;~~J-.'i ~ >Y~>:
<br />/~~~ / \ \.<<'0
<br />"/.^y)\.'),j^" ''>>'::^ ", 'y.>>
<br />/<<<<0(<<~v '
<br />'\'Y&&)0/''-
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CANllLEVERED)
<br />
<br />X
<br /><t
<br />1:
<br />
<br />.
<br />~
<br />I
<br />~
<br />
<br />SEE TYPICAL GABLE END BALLOON
<br />FRAME DETAIL FOR FRAMING DET-
<br />AILS BEYOND WINDOW (SEC. A/S6)
<br />
<br />2X4 TOP PL. V II I j
<br />./ 1L 1 A MASONRY WALL (DESIGNED
<br />2X4 P. T. SPACER ~ II I AS CANllLEVERED)
<br />.iLl ___ RE-BAR BEYOND - SEE FILL CELL
<br />2X4 SPF FRAME WALL/ IT=t....---- ON PLAN
<br />~~x~S @ 24" O.C. +H=
<br />
<br />2X4 P.T. SPACER ~ ili
<br />
<br />~~~T~'~ ~{" \SI0 "J"~ +HlIII SEE SECllON A/S1 FOR TYPICAL
<br />Z FOUNDAllON AND BLOCK WALL
<br />SEE SECllON A/S1 I DETAILS
<br />FOR SLAB DETS. 1 I" II~ I
<br />
<br />-4=== ~ 1_
<br />~%~~ ~ ~ I r~~>>
<br />'-(/~~, ':sJ ~~v
<br />i'~~' ~ ~~"
<br />%~! ~~'<<
<br />1'~<<~~0<-<<'
<br />'\."/&&)0/'
<br />
<br />-
<br />N
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />SEE SECllON 0/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECllON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SECllON D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECllON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SECllON 0/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECllON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />TYPICAL AL TERNA TE BALLOON FRAME 1;j) GABLE END , A \
<br />NOT TO SCALE \ 6~ J
<br />
<br />AL TERNATE BALLOON FRAME 1;j) GABLE END OvER WINDOW, B \
<br />NICHE WALL DESIGN NOT TO SCALE '6~ J
<br />
<br />AL TERNATE BALLOON FRAME 1;j) GABLE END OVER WINDOW
<br />FLU5l-+ WALL DESIGN NOT TO SCALE
<br />
<br />fZ\
<br />\!:V
<br />
<br />T~I& DE&IGN 1& FOR A MA&ONRY !-fOME WITi-i A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
<br />Tl-4E DE&IGN CALLS FOR A TRANSITION FROM MA&ONRY TO WOOD CONSTRUCTION AT A BOND BEAM T~AT
<br />HA& BEEN DE&IGNED TO MEET THE STRUCTURAL REQUIREMENTS OF Tl-4E FLORIDA BUILDING CODE 212)gl,
<br />INCLUDING Tl-4E SPECIAL WIND PROVISION5 GIveN IN SECTION 2111.
<br />
<br />T~IS DESIGN IS FOR A MASONRY !-tOME WIT~ A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
<br />Tl-4E DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-4AT
<br />l-4AS BEEN DESIGNED TO MEET Tl-4E &TRUCTURAL REQUIREMENT& OF Tl-4E FLORIDA BUILDING CODE 212)gl,
<br />INCLUDING Tl-4E SPECIAL WIND PROVISION& GIVEN IN SECTION 2111.
<br />
<br />Tl-4I& DESIGN 1& FOR A MA&ONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATl-4EDRAL CEILING.
<br />Tl-4E DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-4AT
<br />~AS BEEN DESIGNED TO MEET Tl-4E STRUCTURAL REQUIREMENTS OF Tl-4E FLORIDA BUILD ING CODE 212)01,
<br />INCLUDING Tl-4E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />Tl-4E GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-4E FLOOR TO Tl-4E ROOF (OR CEILING)
<br />DIAPHRAGM.
<br />
<br />THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO Tl-4E ROOF (OR CEILING)
<br />DIAPHRAGM.
<br />
<br />TI-+E GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO Tl-4E ROOF (OR CEILING)
<br />D I APl-4R.AGM.
<br />
<br />)
<br />r:
<br />::l
<br />
<br />D 5AMUEL A. GREENBERG, P.E. ~424S
<br />D Tl-tUy l-t. i-tU"rNi-t, P.E. ~~0122
<br />D IRWIN J. BEN50N, P.E. .4~1S8
<br />D All A66A5 i-tAKIM, P.E. ~~18~
<br />
<br />a..
<br />,:J:
<br />~
<br />~ >-
<br />....Q
<br />- ....:
<br />~ 01:1
<br />.. CZ)
<br />'''0
<br />- 0
<br />.. .....
<br />~ =-
<br />-<
<br />
<br />:aSl
<br />.
<br />~ ~
<br />. CI)
<br />o CZ)
<br />o u
<br />...-
<br />- >
<br />.... CZ)
<br />-"0
<br />~N
<br />r..._
<br />, ...J
<br />IJ~
<br />..l ,
<br />~a..
<br />!:::J:
<br />
<br />0"0
<br />~ ~
<br />~~
<br />
<br />-a..
<br />... ,
<br />.:-
<br />:c-
<br />!: CZ)
<br />t:-
<br />U :II
<br />..l CZ).
<br />...x
<br />
<br />~ CREATED 05-22-02
<br />
<br />TO Tl--IE BEeT OF Tl--IE ENGINEER'5 I<NOJ.JLEDGE AND BELIef, Tl--IE
<br />5TRUcrURAL PLAN5 AND 5PECIFICATION5 COMPLY WITl-4 Tl-4E
<br />FLORIDA BUILDING CODE, SECTION lb0b FOR 12e;l MPl--I 3 5ECOND
<br />GU5T, EXF05URE '6' WiND ZONE (2001 EDITION).
<br />Tl-415 DRAWING AND DE51GN 15 VALID FOR 12 MONTl--IS AFTER Tl-4E
<br />DATE IT 15 51GNED AND 5EALED.
<br />51GNED AND 5EALED FOR Tl-4E 5TRUCTURAL FORTION OF Tl-415
<br />DRAWING ONLY.
<br />
<br />~ ....
<br />- 0
<br />-
<br />...
<br />~ .
<br />:>
<br />en
<br />~ .
<br />D.
<br />!:
<br />
<br />r
<br />
<br />E ~~~~~~.
<br />
<br />p.o. BOX ~ - APOLLO eEA04 - FLORIDA - 33&12
<br />~ - (813) 645 0166 FAX - (813) 64& ~~
<br />Ea. 4&1"" r[\ THESE DRAwINGS AND DESIGNS ARE THE JOlNT PROPERTY OF DANSCO ENGINEERING, PA AND THE
<br />., IV ~CLIENT ON THIS PROJECT. ANY REPRODUCTION DR UNAUTHORIZED USE IS PROHIBITED. - 2003
<br />
<br />"
<br />
<br />D
<br />DCD
<br />"'CD
<br />QO
<br />;)
<br />- -
<br />" CZ)
<br />-- -~
<br />" c:
<br />" at
<br />S";
<br />oJ CD
<br />co
<br />-
<br />..a..
<br />z::x:
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />&EAl. '\ 5CAl.E NOTED
<br />DATE 9/22/02
<br />
<br />LENNAR 140MEe
<br />
<br />TAMPA DIVl610N
<br />
<br />DRAUN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />~
<br />
<br />BALLOON FRAMING DET AILe
<br />
<br />\...
<br />
<br />DE JOB NO. PM - 5(Zl21 86
<br />
<br />.~
<br />
|