|
<br />SEE STRUCllJRAL NOTES AND NAIUNG
<br />SCHEDULE I FOR SHEAll-iING DETAIL ~
<br />
<br />
<br />t lr),.. 00 ~
<br />I 11."- II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />OF TRUSSES 0 EDGES.~OF~SHEA ll-lING TY'PICAL
<br />
<br />2x4 CROSS BRACE I
<br />@ 48" O.C @ EACH JOINT
<br />W/(2) 10dx3" "
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />r2x4 OUll.OOKER <<>> 24" O.C.
<br />
<br />_ -F. IX!
<br />
<br />
<br />~~....SIMPSON H10 OR EOUAL
<br />I @ EA. OUll.OOKER
<br />I
<br />I ~4" MAX. .
<br />I "L" BRACE TO EXTEND AT LEAST ~
<br />I L--- 90% OF WEB LENGll-i (SEE TABLE ON SHEET S3)1:
<br />1- ATTACHED W/ 10d NAILS @ 4" O.C.
<br />1
<br />I ~VERl1CAL WEBS 0 GABLE END
<br />
<br />~~~ ~~E~IR~~~~~NO~ ~F 4~~DO'~ALL ~. _ n :,-'/ ~:;l:~~~~/~~ 7/~" OO~ O.C
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12. O.C. FlElD
<br />ATTACHED,W/ (2))~d TOENAILS 1\ I V(2) 16d, ONE ON EACH SIDE OF., BLOCKING
<br />
<br />100 1_- 1 I I. 'I 'I I Al ,,-:~V~DBL. 2X4 HEADER
<br />
<br />2x4 ..,.... ON TOP OF PANEL J SIMPSON HH~O../ It: ~I: SIMPSON DTC@16"O.C.W/(2)8d
<br />BLOCKING, F..ASTEN.. WITH OR EQUAL l TO BOTTOM OF GABLE & (4) 8d INTO
<br />10dx3 @ 4 O/C SIMPSON SP2 V I 2 6 SILL PLATE
<br />OR EQUAL L . x
<br />~ ~I
<br />. 2X4 W/ (4) 10d i-" r:;J '- -
<br />li1~T EACH END / rr=lk~ '--C.J. SlUCON 1/4" GAP
<br />
<br />II ~ KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />
<br />(1) SIMPSON H3
<br />2x6 P.T. SILL PLATE ---- 2X4 SPF FR~ME WALL .J. I I
<br />W/ 1/2" DIA. BOLT @ 4a" SllJDS @ 16 O.C. . I
<br />O.C. & 6" FROM PLATE MAX. _ H
<br />SPUCES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16"' - , I ,
<br />x 2" WASHER x2 1/4-" TAPCONS 0 12" O.C. (MAX.) r. r
<br />
<br />(1) ROW 2X BLOCKING 0 ~ 11 J
<br />MID-HEIGHT FOR WALL If I
<br />HEIGHT < a' -6" AND (2) ---1 ~ =f
<br />a ROWS 01/3 PTS. FOR V 2X4 P.T. W/ 1/2"~ "J"
<br />ill WALL HEIGHTS > a' -6" 11 I BOLTS @ 24" O.C.
<br />SIMPSON SP1 ff =i
<br />OR EQUAL .~ II i SEE SEC110N A/S1 FOR TYPICAL
<br />SEE SECllON A/S1 ,Ll t2= FOUNDAllON AND BLOCK WALL
<br />FOR SLAB DETS. '\ . II I DETAILS
<br />. \ I I
<br />
<br />4== = ~ ih--.
<br />~%~ ~~ ~~~
<br />~~~ .~ ~~'<
<br />///~~ ~ ~0
<br />"/~,, /'- , ,)) . v ;y~
<br />/~~~~~Y'
<br />'''Y);y):Y)0/'
<br />
<br />SEE STRUCllJRAL NOTES AND NAIUNG \
<br />SCHEDULE FOR SHEATHING DETAIL
<br />
<br />,
<br />~ 00 J
<br />1_--11,,". II
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />or lRUSSES 0 EOGES~NG lWlCAL
<br />
<br />2x4 CROSS BRACE
<br />@ 48" O.C 0 EACH JOINT "
<br />W/(2) 10dx3"
<br />
<br />/TOENAIL w/ (2) 16d NAILS
<br />r2x4 OUll.OOKER 0 24" O.C.
<br />
<br />-~ 00
<br />
<br />)15':i: J
<br />: \SIMPSOr- H10 OR EQUAL
<br />1 C EA. C(,jTLOOKER
<br />24" MAX.
<br />
<br />SEE STRUCTURAL NOTES AND NAIUNG
<br />SCHEDULE I FOR SHEATHING DETAIL ~
<br />
<br />
<br />t lt~ 00 ,
<br />TOP ~ORD 1~~OCk~ FOR FIRST ~~R ROWS -.I
<br />OF TRUSSES 0 EDGESZ ~EA~ING TY'PICAL
<br />2x4 CROSS BRACE '" "JI
<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 />00
<br />
<br />_ -f.'
<br />
<br />~
<br />
<br />-
<br />
<br />~~
<br />11)1:
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN 'MTH
<br />10dx3" @ 4" o/e
<br />
<br />I I\. SIMPSOt-. H10 OR EQUAL
<br />I @ EA. C Ull.OOKER
<br />I ~4" MAX.
<br />I "L" BRACE TO EXTEND AT LEAST X
<br />I ~ 90% OF WEB LENGll-i (SEE TABLE ON SHEET t
<br />1- S3) ATTACHED W/ 10d NAILS @ 4" O.C. ~
<br />
<br />I I .--VERllCAL WEBS @ GABLE END ~
<br />~~ ARE @ 16" O.C. ~
<br />
<br />~ II ~ k{l:1l11N~X A~~~i'oO~/~~d 7~~" OO~"B O,C.
<br />EDGES AND 12" O.C. FIElD
<br />J ~2) 16d. ONE ON EACH SIDE OF ., BLOCKING
<br />r l---' ",-r.t L.---DBL 2X4 HEADER
<br />L--- ~ 1
<br />SIMPSON H10 _____ : ~ : :
<br />OR EQUAL SIMPSON SP2---- _ V I
<br />OR EQUAL I~ I
<br />
<br />2X4 W/ (4) 10d I
<br />AT EACH END IL-
<br />1.--;- .
<br />
<br />2x6 P.T. SILL PLATE - Q ~ C.J. SIUCON 1/4" GAP
<br />W/ 1/2" D1A. BOLT @ 48"
<br />O.C. & 6" FROM ~LATE / iii KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />SPU"CES W/ 3/16 2X4 SPF FRAME WALL.../" .~II I
<br />x 2 WASHER SllJDS 0 16"'~'C. ~ ~ CONC. UNTEL W/ (1) #5 CONT.
<br />MAX. l2)
<br />SIMPSON SP2 I JI '----
<br />OR EQUAL '/ I
<br />DBl. 2X8 w/ 1/2. PLYWD. FlITCH PL. W/ SIMPSON LSTA1B I L .
<br />(OR EQUAL) W/ (7) 8d NAILS INTO SllJDS AND (7) 8d ^
<br />INTO DBl. 2XB ON EACH SIDE OF 'MNDOW AV
<br />2X4 P.T. SPACER I V
<br />I I
<br />'I 1
<br />
<br />)1
<br />
<br />I
<br />
<br />l---~l ~
<br />
<br />I .----"L" BRACE TO EXTEND AT LEAST ~
<br />~ 90% OF WEB LENGTH (SEE TABLE ON SHEET r.:
<br />S3) ATTACHED W/ 10d NAILS @ 4" O.C. _
<br />
<br />: ~'1~l~~6~~~C.@ GABLE END ~
<br />1/2" COX PLYWOOD OR 7/16" OSB
<br />I ~ SHEAll-lING ATTACHED wi 10d NAlLS 06" O.C.
<br />EDGES AND 12. O. C. flEW
<br />I, .......<2) 16d, ONE ON EACH SIDE OF ., BLOCKING
<br />I ~2) 16d
<br />t:-- DBl. 2X4 HEADER
<br />I
<br />: ~
<br />
<br />2x4 PANEL BLOCKING @ 48" O.C.
<br />FOR ll-iE FIRST a'-o" OF END WALL
<br />FROM EA. END TYP. BOTTOM CORD
<br />ATTACHED W/ (2))6;d TOF~AILS 1\
<br />I ~ / I _ - 1 IIX! I. 'I
<br />
<br />)1
<br />
<br />2x4 PANEL BLOCKING 0 48" O.C.
<br />FOR THE FIRST 8'-0" OF END WALL
<br />FROM EA. END TYP. BOTTOM CORD
<br />ATTACHED w/ (2) 16-d TOENAI~~ 1\
<br />, '/ / 1\
<br />I ~ / 1_- 1 I I'
<br />
<br />~
<br />
<br />-
<br />~
<br />I
<br />
<br />2x4 ", ON TOP OF PANEL
<br />BLOCKING, FASTEN 'MTH
<br />10dx3" @ 4" O/C
<br />
<br />I rogo>I
<br />-
<br />SIMPSON H10 -
<br />OR EQUAL SIMPSON SP2 v 1
<br />OR EQUAL / 1
<br />SIMPSON DTC 016" O.C. W/(2) 8d
<br />_I ./ TO BOTTOM OF GABLE & (4) 8d INTO
<br />2X4 Wi (4) 10d : :.......... 2x6 SILL PLATE
<br />AT EACH END 1; ::r
<br />.,. -, ,_. -,- ------- ~ ~c.J. SIUCON 1/4" GAP
<br />
<br />2x6 P.T. SILL PLATE -------/ ./ IT 0 / ( ) C
<br />W/ 1/2" DIA BOLT.... 48" W KN CK-OUT BLOCK W 1 #5 ONT.
<br />. '" 2X4 SPF FRAME~ALL
<br />O.C. & 6" FROM PLATE STUDS @ 16" O.C. '. ~ONC. LINTEL W/ (1) .w:.. CONT
<br />SPLICES W/ 3/16" MAX. ~ ',/ - 1t"'.
<br />" l2)
<br />x 2 WASHER SIMPSON SP2
<br />OR EQUAL
<br />1 I MANUFACllJRED 'MNDOW W/
<br />DBL 2X8 W/ 1/2" PL YWD. FLITCH PL. W/ SIMPSON LSTA18 I ~. FRAME. SEE DET. B/S2 FOR
<br />(OR EQUAL) W/ (7) 8d NAILS INTO SllJDS AND (7) 8d .LJ\ HEADER & SILL DETAILS
<br />INTO DBL. 2XB ON EACH SIDE OF WINDOW -1\C-
<br />2X4 P.T. SPACER1,V--
<br />j I
<br />I I
<br />I I
<br />I I II I]
<br />I I II I . MASONRY WALL (DESIGNED
<br />I II I AS CANllLEVERED)
<br />1 II II I .___RE-BAR BEYOND - SEE FILL CELL
<br />I II-+---- ON PLAN
<br />I III I
<br />1 I 2X4 P.T. w/ 1/2"~ "J"
<br />: : ::~ : / BOLTS @ 24" O.C.
<br />1 1 : II J SEE SECllON A/S1 FOR TYPICAL
<br />1 I II :LFOUNOA110N AND BLOCK WALL
<br />SEE SEC110N A/S1 I J.1i I DETAILS
<br />FOR SLAB DETS.\ LJ III I
<br />4== = ~ I I~
<br />~~~ ~ .~~~
<br />"<,,~~> ~ S)>~~
<br />/Y/(~ / \ V~
<br />,,/~~ /F/)//~~'\
<br />'<<<<<<<<<<<~"
<br />//).>>>)//'- /
<br />
<br />~
<br />
<br />SIMPSON DTC 0l6wO.C. W/(2) ad
<br />TO BOTTOM OF GABLE & (4) 8d INTO
<br />2 x 6 SILL PLATE
<br />
<br />~~
<br />.II) 1:
<br />
<br />~~
<br />11)
<br />
<br />MANUFACllJRED WINDOW w/
<br />FRAME. SEE DET. B/S2 FOR
<br />HEADER & SILL DETAILS
<br />
<br />2X4 SPF FRAME WALL SllJDS ON EACH SIDE OF 'MNDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR 'MNDOWS WIDER THAN
<br />36")
<br />
<br />CONC. SILL
<br />
<br />X
<br /><t
<br />1:
<br />
<br />-
<br />~
<br />I
<br />~
<br />
<br />2X4 SPF FRAME WALL SllJDS ON EACH SIDE OF WINDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR 'MNDOWS 'MDER THAN
<br />36")
<br />
<br />CON C. SI LL
<br />
<br />X
<br />~
<br />r:
<br />
<br />-
<br />~
<br />,
<br />N
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CANllLEVERED)
<br />
<br />X
<br /><t
<br />r.:
<br />
<br />-
<br />~
<br />I
<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. ,/ II I
<br />./ .iLl . MASONRY WALL (DESIGNED
<br />2X4 P.T. SPACER ../ TIT AS CANllLEVERED)
<br />L/ ULl, -- RE-~t:N BEYOND - SEE FILL CELL
<br />2X4 SPF FRAME WALL rrHlTi:P--- ON
<br />SllJDS @ 24" O.C.
<br />MAX.
<br />2X4 P.T. SPACER~ LLL
<br />
<br />2X4 P.T. W/ 1/2w~ "J"~ nhTl
<br />BOLTS @ 24" O.C. ~ SEE SECllON A/S1 FOR TYPICAL
<br />t2= FOUNDAllON AND BLOCK WAll
<br />SEE SECllON A/S1 l'\." DETAILS
<br />FOR SLAB DETS. 1 I" I II I
<br />
<br />4=== ~ I I--
<br />~V,,"'~~'\~ ~~ I ~~~\:
<br />~~>>} ~ ~~
<br />"<,,~~)\ ~ S)>~~
<br />/Y/(~ / \ ~~
<br />"/~,, /))/))/))%~'\
<br />'<<<<<<<<<<<~"
<br />//).)//>)//'- /
<br />
<br />~
<br />
<br />T1FICAL ALTERNATE BALLOON FRAME 'Ca) GABLE END
<br />NOT TO 5CALE
<br />
<br />fA\
<br />\!:V
<br />
<br />-
<br />
<br />ALTERNATE BALLOON FRAME 'Ca) GABLE END OVER WINDOW, B \.
<br />NIa+E WALL DEeroo NOT TO ecALE '6~ I
<br />
<br />AL TERNATE BALLOON FRAME 'Ca) GABLE END OVER WINDOW
<br />FLue~ WALL DEelGN NOT TO eCALE
<br />
<br />~\
<br />\!:V
<br />
<br />THiS DESIGN IS FOR A MASONR"'r HOME WITH A GABLE ENDUJALL ADJACENT TO A CATHEDRAL CEILING.
<br />THE DESIGN CALLS FOR A TRANSITION FROM MASONR"( TO WOOD CONSTRUCTION AT A BOND BEAM THAT
<br />HAS BEEN DES!GNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001,
<br />INCLUDING THE SPECIAL WIND PROViSIONS GIVEN IN SECTION 2111.
<br />
<br />THiS DESIGN IS FOR A MASONR"( HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
<br />THE DESIGN CALLS FOR A TRANSITION FROM MASONR"( TO WOOD CONSTRUCTION AT A BOND BEAM THAT
<br />HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001,
<br />INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />THIS DESIGN ts FOR A MASONR"( HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
<br />THE DESIGN CALLS FOR A TRANSITION FROM MASONR"( TO WOOD CONSTRUCTION AT A BOND BEAM THAT
<br />HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001,
<br />INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />i'
<br />
<br />THE GABLE END WALLS ARE STRUCTURALL"( CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING)
<br />DIAFHRAGM.
<br />
<br />THE GABLE END WALLS ARE STRUCTURALL"( CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING)
<br />DIAFHRAGM.
<br />
<br />THE GABLE END WALLS ARE STRUCTURALL"( CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING)
<br />DIAFHRAGM.
<br />
<br />D SAMUEL A. GREENBERG, F.E. ~424:;
<br />D T~UY ~. ~UYN~, F.E. ~(z)122
<br />D IRWIN J. BENSON, F E. -4~1Se
<br />D All ABBAS l-1AKIM, FE. ~b1~
<br />
<br />II
<br />I
<br />~
<br />
<br />~ CREATED 05-22-02
<br />
<br />TO TI-lE ee5T OF TI-lE ENGINEER'5 KNOU.t.EDGE AND eeLIEF, THE
<br />5TRUCTURAL FL~5 AND 5PECIFICATION5 COMPL Y WIT~ TI-lE
<br />FLORIDA eur1..DING CODE, eeCTION 16~ FOR 12((') MF~ 3 eeCOND
<br />6UeT, EXFoeuRE 'e" WIND lONE (2001 EDITION).
<br />T~15 DRAWING AND DE51GN 15 VALID FOR 12 MONTI4$ AFtER TI-4:
<br />DATE IT 15 51GNED AND 5EALED.
<br />51GNED AND 5EALED FOR TI-lE 5TRUCTURAL FORTION OF T~15
<br />DRAWING ONJ.. Y.
<br />
<br />,
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, FA.
<br />
<br />P.o. eox 34lXD - APOLlO BEACH - FLORIDA - 33&12
<br />PI-k:lNE - (813) 648 ~166 FAX - (et~) 64& <e6<a8
<br />EB ..IafA\> t[\ MSE DAA'JINGS AND ll:SIGNS ARE THE JOINT PROPERTY [Jf' DANSCO ENGI1\URING. PA AND THE
<br />....., IXtO" \SIClIENT ON THIS PRllJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PR[}1JBITED. - 2003
<br />
<br />"\
<br />
<br />)
<br />J
<br />
<br />120 MF~
<br />3 5EC. GU6T
<br />
<br />6li!AL. "\ 8CAJ..E NOTED
<br />DATE &/22/02
<br />
<br />LENNAR ~OMEe
<br />
<br />TAMPA DIYl61a-l
<br />
<br />DRAU.N B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />~-
<br />
<br />~
<br />
<br />eALLOON FRAMING DET AILe
<br />
<br />\...
<br />
<br />DE Joe NO. PM - 5021 66
<br />
<br />~
<br />
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