|
<br />SEE STRUCTURAL NOTES AND NAiliNG
<br />SCHEDULE, FOR SHEATHING DETAIL ~
<br />
<br />
<br />i Jt~ t4
<br />1 I r ."-. II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />OF TRUSSES @ EDGES'~OF~SHEAl11l'NG TYPICAL
<br />
<br />2x4 CROSS BRACE
<br />@ 48" O.C @ EACH JOINT
<br />W/(2) 10dx3" "
<br />
<br />w
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />r2x4 OUTLOOKER @ 24" O.C.
<br />
<br />, "F.1 t4
<br />
<br />1
<br />
<br />~s1MPs01 H1 0 OR EQUAL
<br />@ EA. UTLOOKER
<br />t24' MAX.
<br />I .........-"L" BRACE TO EXTEND AT LEAST X
<br />~ 90% OF 'NEB LENGTH (SEE TABLE ON SHEET <l
<br />S3) ATTACHED W/ 10d NAILS @ 4" O.C. r:
<br />.
<br />~
<br />I
<br />
<br />SEE STRUCllJRAL NOTES AND NAiliNG
<br />SCHEDULE I FOR SHEATHING DETAIL ~
<br />
<br />
<br />i. B~ IXI ,
<br />1 I r ,"-. II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />OF TRUSSES @ EDGES, ~AIING TYPICAL
<br />2x4 CROSS BRACE "" ""'J.
<br />@ 48" D.C @ EACH JOINT "
<br />W/(2) 10dd"
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/ r 2x4 OUTLOOKER @ 24" O.C.
<br />
<br />DG
<br />
<br />" 'F.
<br />
<br />I
<br />I
<br />I :>4' MAX.
<br />I
<br />I
<br />I
<br />I ______VERTlCAL WEBS @ GABLE END
<br />
<br />~;~ ~~E~IRBSLTO~~~ND~ ~F 4~~DO'~ALL ~ :1 / itt::~~X:ri~;~~~/~~d 7/.1~ 00;.80C
<br />
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
<br />ATTACHE~ I W/ (2))6;d TOE~AILS 1\ I .............. (2) 16d, ONE ON EACH SIDE OF ", BLOCKING
<br />
<br />I t4 I, 'I I I' I 1 /8 " ~ .............. ~DBL. 2X4 HEADER
<br />
<br />2x4 "T" ON TOP OF PANEL J SIMPSON H10 ~: :1: SIMPSON DTC @ 16"O.C. W/(2) 8d
<br />BLOCK~~~'x~"A~TE~, ~~ OR EQUAL ~ / I /;TO BOTTOM OF GABLE & (4) 8d INTO
<br />SIMPSON SP2 L I 2 x 6 SILL PLATE
<br />OR EQUAL
<br />
<br />,
<br />.-r
<br />. 2X4 W/ (4) 10d ~ "
<br />51~T EACH END / r:~_ "--C.J. SILICON 1/4" GAP
<br />
<br />~ =-? KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />
<br />(1) SIMPSON H3
<br />2x6 P. T. SILL PLATE ------ 2X4 SPF FR~ME WALL ~t I
<br />W/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. .
<br />O.C. & 6" FROM PLATE MAX. . _ -l I
<br />SPliCES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16"~ - 1 I
<br />x 2" WASHER x2 1/4' TAPCONS @ 12' O.C. (MAX.) I I
<br />
<br />(1) ROW 2X BLOCKING @ ~ *=*=
<br />MID-HEIGHT FOR WALL I I
<br />HEIGHT < 8'-6" AND (2) ~ I I
<br />d ROWS @ 1/3 PTS. FOR + =+ 2X4 P.T. W/ 1/2"~ "J"
<br />Ul WALL HEIGHTS> 8'-6" I I / BOLTS @ 24" O.C.
<br />SIMPSON SP1 I 1 --1
<br />OR EQUAL N' T ~ SEE SECTlON A/S1 FOR TYPICAL
<br />SEE SECTlON A/S1 I A // FOUNDA TlON AND BLOCK WALL
<br />" FOR SLAB DETS. \ . V 1 / _ DETAILS
<br />
<br />" ~=~
<br />~c' , '7<~
<br />~~~ ~ ~~
<br />/~~ /~ ~~"
<br />~<<<"C ~/
<br />/~~~~~~.
<br />'Y>V&)0/'
<br />
<br />)Y
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />r2x4 OUTLOOKER @ 24" O.C.
<br />
<br />t4
<br />
<br />~ SIMPSON H10 OR EQUAL
<br />- @ EA. OUTLOOKER
<br />
<br />SEE STRUCllJRAL NOTES AND NAiliNG \
<br />SCHEDULE FOR SHEATHING DETAIL
<br />
<br />,
<br />i R~ t4
<br />1 II' ,"-. II J
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />or ffi1Jss[S 0 EDGES~.TG TWIGAL
<br />
<br />2x4 CROSS BRACE
<br />@ 48" O.C @ EACH JOINT "
<br />W/(2) 10dx3"
<br />
<br />w
<br />
<br />(l.)
<br />
<br />2x4 "r' ON TOP OF PANEL
<br />BLOCKING, FASTEN WlTH
<br />10dx3" @ 4" O/C
<br />
<br />I .--VERTlCAL WEBS @ GABLE END
<br />V-- ARE @ 16" O.C.
<br />~ 1/2" CDX PLYWOOD OR 7/16" OSB
<br />~ V SHEAl11lNG ATTACHED w/ 10d NAILS I!) 6" O.C.
<br />EDGES AND 12" O.C. FIELD
<br />I ......(2) 16d, ONE ON EACH SIDE OF " BLOCKING
<br />'- V___(2) 16d
<br />I ~ / I,' I I t4 I' I ~t1 ~~~DBL. 2X4 HEADER
<br />
<br />SIMPSON H1 0 ~ -----;: ~ ::
<br />OR EQUAL SIMPSON SP~------ i -"
<br />OR EQUAL ,
<br />i SIMPSON DTC @16" O.C. W/(2) 8d
<br />I I .......--TO BOTTOM OF GABLE & (4) 8d INTO
<br />2X4 w/ (4) 10d :- , V 2x6 SILL PLATE
<br />AT EACH END
<br />
<br />--------- G ~c.J. SILICON 1/4" GAP
<br />
<br />2x6 P.T. SILL PLATE ----------- ./ IT
<br />W/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL......./"" ~, KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />O.C. & 6" FROM PLATE SllJDS@ 16" ~.C. m' ~. ..--cONC liNTEL w/ (1) #5 CONT
<br />SPL~CES W/ 3/16" MAX. 8 V . . . .
<br />x 2 WASHER SIMPSON SP2 .
<br />OR EQUAL y:
<br />DBL. 2X8 w/ 1/2" PLYWD. FliTCH PL. w/ SIMPSON LSTA18 L\I Ir-
<br />(OR EQUAL) W/ (7) 8d NAILS INTO SllJDS AND (7) 8d
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW ---^IV_ r--
<br />2X4 P.T. SPACER II V
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW j I
<br />OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I
<br />36") I '-
<br />I II I J
<br />I II I , MASONRY WALL (DESIGNED
<br />I II I AS CANllLEVERED)
<br />I II I: ____RE-BAR BEYOND - SEE FILL CELL
<br />.1 II.--t-:----. ON PLAN
<br />
<br />I In I 2X4 P.T. W/ 1/2"~ "J"
<br />: ::~:v BOLTS @ 24" O.C.
<br />
<br />I II~~!/ SEE SECTlON A/S1 FOR TYPICAL
<br />I II A~FOUNDATlON AND BLOCK WALL
<br />SEE SECTlON A/S1 1)1i I DETAILS
<br />FOR SLAB DETS.\ l.., '111 I
<br />~=~I; I ~
<br />~ J ::<-0
<br />~~v)\ ~ I 3;Y~>>
<br />'0('0("(/< ':S:..J ,,'0('0(<
<br />/>;:>>~~ /.!r-,,\ ><<'Y;;"
<br /><<<~ ~~/
<br />//>~><<~~~~ .
<br />'<','>>>2>~~'"''
<br />
<br />(()
<br />
<br />2x4 PANEL BLOCKING @ 48" O.C.
<br />FOR THE FIRST 8'-0" OF END WALL
<br />FROM EA. END TYP. BonOM CORD
<br />ATTACHED w/ (2) 16-d TOf~AILS
<br />, / / II
<br />1t4/I,' I 1t4 I'
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WlTl-l
<br />10dx3" @ 4" O/C
<br />
<br />\
<br />
<br />I \.- SIMPSO~ H1 0 OR EQUAL
<br />I @ EA. UTLOOKER
<br />I 24' MAX.
<br />I "L" BRACE TO EXTEND AT LEAST X
<br />I ____ 90% OF WEB LENGTH (SEE TABLE ON SHEET i!
<br />I S3) ATTACHED W/ 10d NAILS @ 4" O.C.
<br />
<br />I .--VERTlCAL WEBS @ GABLE END ~
<br />l ~ ARE @ 16" O.C. (()
<br />
<br />~ II ,,- ~~'l11~~GX A~~~~~DO~/ ~~d 7~iL~' @O~"B O.C.
<br />EDGES AND 12" O.C. FIELD
<br />~I ,......-{2) 16d. ONE ON EACH SIDE OF ", BLOCKING
<br />': ......__DBL. 2X4 HEADER
<br />~ tl ""'. ---
<br />I
<br />
<br />, 'f.'
<br />
<br />"L" BRACE TO EXTEND AT LEAST X
<br />__ 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)r:<l
<br />ATTACHED W/ 10d NAILS @ 4" O.C. a
<br />~
<br />I
<br />
<br />2x4 PANEL BLOCKING @ 48" O.C.
<br />FOR THE FIRST 8'-0" OF END WALL
<br />FROM EA. END TYP. BOTTOM CORD
<br />ATTACHED W/ (2))~d TOf~AILS
<br />
<br />I
<br />
<br />a
<br />~ X
<br />1<1
<br />U)I:
<br />
<br />- ~
<br />SIMPSON H10 ______ '
<br />OR EQUAL SIMPSON SP2--- ~ ;
<br />OR EQUAL .~
<br />
<br />2X4 W/ (4) 10d
<br />AT EACH END ~
<br />
<br />,
<br />
<br />, ,
<br />" ,
<br />
<br />,
<br />
<br />I
<br />I SIMPSON DTC @16"0.C. W/(2) 8d
<br />./ TO BOTTOM OF GABLE & (4) 8d INTO
<br />/ 2 X 6 SILL PLATE
<br />
<br />~ X
<br />1<1
<br />U)I:
<br />
<br />CONC. SILL
<br />
<br />X
<br /><l
<br />r:
<br />
<br />.
<br />~
<br />I
<br />N
<br />
<br />2x6 P.T. SILL PLATE -& ~ C.J. SiliCON 1/4" GAP
<br />W/ 1/2" DIA. BOLT @ 48"
<br />O.C. & 6" FROM PLATE / T T KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />;Pi!,C~SA;~R3/16" 2X4 SPF FRAME WALL.-/" ., I I
<br />SllJDS @ 16"'~'C' ~ I'B' ,,----- CONC. liNTEL W/ (1) #5 CONT.
<br />MAX. ~ 8
<br />SIMPSON SP2 /1
<br />OR EQUAL /1
<br />DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 I L
<br />(OR EQUAL) W/ (7) 8d NAILS INTO SllJDS AND (7) 8d ^
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW flY _
<br />2X4 P.T. SPACER ,IV
<br />I I
<br />-, I
<br />
<br />MANUFACllJRED WINDOW W/
<br />FRAME. SEE DET. B/S2 FOR
<br />HEADER & SILL DETAILS
<br />
<br />a X
<br />~<1
<br />II:
<br />U)
<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 WINDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER lliAN
<br />36")
<br />
<br />CONC. SILL
<br />
<br />X
<br /><1:
<br />r:
<br />
<br />a
<br />~
<br />1
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CANTILEVERED)
<br />
<br />X
<br /><l
<br />r:
<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 />II I
<br />
<br />111 MASONRY WALL (DESIGNED
<br />II I AS CANTlLEVERED)
<br />
<br />+8 ____ RE-BAR BEYOND - SEE FILL CELL
<br />_/ I ON PLAN
<br />2X4 SPF FRAME WALL
<br />SllJDS @ 24" O.C. +H
<br />
<br />~::'P.T. SPACER~ lL
<br />
<br />2X4 P.T. W/ 1/2"~ "J"~~ TfTI
<br />BOLTS @ 24" O.C. +H SEE SECTlON A/S1 FOR TYPICAL
<br />Z- FOUNDATlON AND BLOCK WALL
<br />SEE SECTlON A/S1 II DETAILS
<br />FOR SLAB DETS. 1 ~ III I
<br />
<br />~~~~~,,0J~ :' ~~ ~
<br />>~~~ ~ ~~
<br />"S~~)\ . . ~*~
<br />/~~ r-\~~
<br />/~~~~~~'\
<br />"~/>V&)0/'
<br />
<br />2X4 TOP PL. /
<br />
<br />
<br />2X4 P.T. SPACER -./
<br />
<br />-
<br />N
<br />
<br />-
<br />f::!
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />SEE SECTION D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECTION @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SECTION D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECTlON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SECTlON D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECTlON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />TYPICAL ALTERNATE BALLOON FRAME @ GABLE END I A \
<br />NOT TO SCALE '66 I
<br />
<br />AL TERNATE BALLOON FRAME @
<br />NiCHE WALL DESiGN
<br />
<br />GABLE END OVER WINDOW ~
<br />NOT TO SCALE \!:V
<br />
<br />AL TERNATE BALLOON rRAME @ GABLE END OvER WINDOW I C \
<br />FLUSH WALL DESIGN NOT TO SCALE '66 J
<br />
<br />T~IS DESIGN IS FOR A MASONRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
<br />TI-IE DE61GN CALLS FOR A TRAN61TION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM T~AT
<br />~AS BEEN DE61GNED TO MEET TI-IE STRUCTURAL REQUIREMENTS OF TI-IE FLORIDA BUILDING CODE 2@@1,
<br />INCLUDING TI-IE 6PECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />T~IS DESIGN IS FOR A MASONRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
<br />TI-IE DE61GN CALLS FOR A TRAN61TION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM T~AT
<br />~AS BEEN DESIGNED TO MEET T~E STRUCTURAL REQUIREMENTS OF TI-IE FLORIDA BUILD ING CODE 2@01,
<br />INCLUDING T~E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />T~IS DESIGN IS FOR A MASONRY ~OME WITI-l A GABLE ENDWALL ADJACENT TO A CA T~EDRAL CE ILlNG.
<br />TI-IE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CON6TRUCTION AT A BOND BEAM T~A T
<br />~AS BEEN DESIGNED TO MEET TI-IE STRUCTURAL REQUIREMENTS OF T~E FLORIDA BUILD ING CODE 2@@1,
<br />INCLUDING TI-IE SPECIAL WIND PROVISIONS GIveN IN 6ECTION 2111.
<br />
<br />TI-IE GABLE END WALL6 ARE STRUCTURALLY CONTINUOUS FROM TI-IE FLOOR TO TI-IE ROOF (OR CEILING)
<br />DIAP~RAGM.
<br />
<br />T~E GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM TI-IE FLOOR TO TI-IE ROOF (OR CEILING)
<br />D'AP~RAGM.
<br />
<br />TI-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM TI-IE FLOOR TO TI-IE ROOF (OR CEILING)
<br />DIAP~RAGM.
<br />
<br />:.:>
<br />:z:
<br />::l
<br />
<br />D SAMUEL A. GREENBERG, P.E. #34245
<br />D T~UY ~. l-IUYNI-l, P.E. #60122
<br />D IRWIN J. BENSON, P.E. .4~158
<br />D ALl ABBAS l-IAKIM, P.E. ~6186
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<br />ffi CREATED 05-22-02
<br />
<br />r
<br />
<br />TO Tl-IE BEST OF Tl-IE ENGiNEER'S KNOJ.JLEDGE AND BELIEF, Tl-IE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY UJITI4 Tl-IE
<br />FLORIDA BUILDING CODE, SECTION I~~~ FOR 120 MPI-I 3 SECOND
<br />GUST, EXPOSURE 'B' UJIND lONE (2001 EDITION).
<br />TI4IS DRAWING AND DESIGN IS vALID FOR 12 MONTI-IS AFTER TI-IE
<br />DATE IT is SIGNED AND SEALED.
<br />SiGNED AND SEALED FOR Tl-IE STRUCTURAL PORTION OF Tl4IS
<br />DRAUJING ONLY.
<br />
<br />a ....
<br />.... 0
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<br />
<br />120 MPl-t
<br />3 SEC. GUST
<br />
<br />D AN5CO
<br />
<br />ENGINEERING, P A.
<br />
<br />p.o. eox 3400 - APOllO 6EA04 - FLORIDA - 33512
<br />R10NE - (813) 645 0166 FAX - (813) 645 ~ga
<br />E6 .AB.I"" r[\ THESE DRAIIINGS AND DESIGNS ARE THE JOINT PROUTY Of" DANSCO ENGINEERING, P,A. AND THE
<br />~ - \S!CLlENT ON THIS PRO..HT ANY REPRODUCTION DR JNAUTHORIZED USE IS PROHIBITED. - 2003
<br />
<br />DE
<br />
<br />"\
<br />
<br />eEAL"""
<br />\ 5CALE NOTED
<br />DATE 5122/02
<br />
<br />LENNAR I-iOME5
<br />
<br />TAMPA DIVl810N
<br />
<br />DRAUN B.V.
<br />N:/BLOCKS/STD 2001
<br />
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<br />
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<br />
<br />DE JOB NO. PM - 5@21 8b
<br />
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<br />
|