|
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN Wll11
<br />10dx3" @ 4" O/C
<br />
<br />~VERl1CAL WEBS @ GABLE END
<br />_____ ARE @ 16" O.C.
<br />~ 1/2" COX PLYWOOD OR 7/16" OSS
<br />2x4 PANEL BLOCKING @ 4S" O.C, ~ ~ SHEAn-iING ATTACHED WI 1ad NAILS @ 6' O.C.
<br />FOR l11E FIRST s'-o" OF END WALL /' EDGES AND 12' O.C. FIELD
<br />FROM EA. END TYP. BOTTOM CORD
<br />ATTACHED W/ (2) 16-d TOE~AILS \ ......{2) l6d, ONE ON EACH SIDE OF 'r BLOCKING
<br />, / / I ..... /___(2) 16d
<br />I D( / I .. I 1:4 I 'I I :...-- ~ ;.;~. DBL. 2X4 HEADER
<br />__ . i'II
<br />SIMPSON H10 ~ : - ::
<br />OR EQUAL SIMPSON SP~V
<br />OR EQUAL .
<br />SIMPSON DTC @16" O.C, W/(2) Sd
<br />I ./ TO BOTTOM OF GABLE & (4) Sd INTO
<br />2X4 w/ (4) 10d :- .. ,/' 2x6 SILL PLATE
<br />AT EACH END --r:-
<br />
<br />.. - ~ -- ----------, (j ~c.J, SILICON 1/4" GAP
<br />
<br />2x6 P.T. SILL PLATE ------------ /" FI / )
<br />W/ 1/2" DIA. BOLT @ 4S" 2X4 SPF FRAME WALL.../ I I KNOCK-OUT BLOCK W (1 #5 CONT.
<br />O.C. & 6" FROM PLATE STUDS@ 16" ~.C. M~ ...-cONC LINTEL W/ (1) #5 CONT
<br />SPL!,CES WI 3/16" MAX. G,./ ~ . .
<br />x 2 WASHER SIMPSON SP2
<br />OR EQUAL
<br />DBL. 2XS wi 1/2" PLYWD. FLITCH PL. w/ SIMPSON LSTA1S
<br />(OR EQUAL) W/ (7) Sd NAILS INTO STUDS AND (7) Sd
<br />INTO DBL. 2XS ON EACH SIDE OF WINDOW
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />/2x4 OUll..OOKER @ 24" O.C.
<br />
<br />oj ~
<br />
<br />~5' 0 \SlMPSOj H1 0 OR EQUAL
<br />P @ EA. Ull..OOKER
<br />24' MAX.
<br />~"L" BRACE TO EXTEND AT LEAST X
<br />~ 90% OF WEB LENGl11 (SEE TABLE ON SHEET <1
<br />S3) ATTACHED WI 10d NAILS @ 4" O.C. r:
<br />~
<br />I
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEA l111NG DETAIL ~
<br />
<br />
<br />i Jt~ t4
<br />I ",'-.. /I /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS ....I
<br />OF TRUSSES @ EDGESZ~ ""SHE,An-iING TYPICAL
<br />
<br />2x4 CROSS BRACE """
<br />@ 4S" D.C @ EACH JOINT '\
<br />W/(2) 10dx3"
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/ r 2x4 OUll..OOKER @ 24" O.C.
<br />
<br />t4
<br />
<br />. .f.'
<br />
<br />)Y
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />/2x4 OUll..OOKER @ 24" O.C.
<br />
<br />t4
<br />
<br />~ SIMPSON H10 OR EQUAL
<br />r- @ EA. OUTLOOKER
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEAl111NG DETAIL
<br />
<br />I
<br />t..Jt~ t4 ,
<br />I II' ,'-.. II J
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />Of ]RUSSES @ EDG[S~NG WIC^,
<br />
<br />2x4 CROSS BRACE
<br />@ 4S" O,C @ EACH JOINT "
<br />W/(2) 10dx3"
<br />
<br />\
<br />
<br />I
<br />I
<br />I t?4' MAX. .
<br />I "L" BRACE TO EXTEND AT LEAST X
<br />I I------" 90% OF WEB LENGl11 (SEE TABLE ON SHEET S3) <1r:
<br />ATTACHED W/ 10d NAILS @ 4" O.C.
<br />I .
<br />I ~VERTlCAL WEBS @ GABLE END ~.
<br />
<br />~ :1 V ~l::~~X:~~;~~~/ ~~ 7{J~ @a~"B o.c. ~
<br />
<br />EDGES AND 12" O,C. FIELD
<br />I V (2) 16d, ONE ON EACH SIDE OF " BLOCKING
<br />. /ft "'~ V~DBL. 2X4 HEADER
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN Wll11
<br />10dx3" @ 4" O/C
<br />
<br />r-"I I~ SIMPsoj H1 0 OR EOUAL
<br />I @ EA. Ull..OOKER
<br />I ~4' MAX.
<br />
<br />I' "L" BRACE TO EXTEND AT LEAST X
<br />I L---- 90% OF WEB LENGl11 (SEE TABLE ON SHEET t
<br />I S3) ATTACHED W/ 10d NAILS @ 4" O,C. .
<br />
<br />I I ...............VERl1CAL WEBS @ GABLE END ~
<br />~ ~ ARE @ 16" O.C. c()
<br />~ I 1/2" COX PLYWOOD OR 7/16" OSS
<br />~ I ~ SHEAn-iING ATTACHED WI 1ad NAilS @ 6" O,C,
<br />EDGES AND 12" O.C. FIELD
<br />
<br />I 2) 16d, ONE ON EACH SIDE OF ., BLOCKING
<br />,'<:., I ____DBL. 2X4 HEADER
<br />I I___tl ""'-.:: ~
<br />L---- ",...
<br />SIMPSON H10 ~' . .
<br />OR EQUAL SIMPSON SP2------ ~ ; . I'
<br />OR EQUAL.~ I
<br />I SIMPSON DTC @16"0.C. W/(2) 8d
<br />V;TO BOTTOM OF GABLE & (4) 8d INTO
<br />2X4 WI (4) 10d 2 x 6 SILL PLATE
<br />AT EACH END ,
<br />
<br />I~- .
<br />
<br />
<br />2x6 P.T. SILL PLATE - I: ~ "- C.J. SILICON 1/4" GAP
<br />w/ 1/2" DIA. BOLT @ 48"
<br />O.C. & 6" FROM ~LATE ~ IT KNOCK-OUT BLOCK wi (1) #5 CONT.
<br />SPL!.CES WI 3/16 2X4 SPF FRAME WALL./ !, II I
<br />x 2 WASHER STUDS @ 16"~'C' i~ ~~ CONC. LINTEL W/ (1) #5 CONT.
<br />MAX. m 8
<br />SIMPSON SP2 I Jl
<br />OR EQUAL '/ I
<br />DBL. 2XS WI 1/2" PLYWD. FLITCH PL. WI SIMPSON LSTA18 I ^ .
<br />(OR EOUAL) W/ (7) Sd NAILS INTO STUDS AND (7) Sd .If
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW N _
<br />2X4 P.T. SPACER ,'V
<br />I I
<br />-I I
<br />
<br />)Y
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEATHING DETAIL ~
<br />
<br />
<br />t .1t~ t4
<br />I I r'-.. " /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS ....I
<br />OF TRUSSES @ EDGES_~OF~SHEA n-i1,NG TYPICAL
<br />
<br />2x4 CROSS BRACE I
<br />@ 4S" O.C @ EACH JOINT I
<br />W /(2) 10dx3" "
<br />
<br />. IF.
<br />
<br />c()
<br />
<br />2x4 PANEL BLOCKING @ 4S" O.C.
<br />FOR l11E FIRST s,_o" OF END WALL
<br />FROM EA, END TYP. BOTTOM CORD
<br />ATTACHED WI (2) 16-d TOE,NAILS
<br />/ / J
<br />
<br />IDa/I.' I IDIJ I'
<br />
<br />1\
<br />
<br />I t4 I, ' I
<br />
<br />2x4 "T" ON TOP OF PANEL J
<br />BLOCKING, FASTEN Wll11
<br />10dd" @ 4" O/C
<br />
<br />2x4 PANEL BLOCKING @ 48" O.C.
<br />FOR l11E FIRST 8'-0" OF END WALL
<br />FROM EA. END TYP. BOTTOM CORD
<br />ATTACHED w/ (2) 16-d TOE~AILS
<br />I / / ,
<br />ID/J I'
<br />
<br />SIMPSON HH/O ~ .: : I:
<br />OR EQUAL I
<br />SIMPSON SP2 V
<br />OR EQUAL ~ ~
<br />
<br />2X4 W/ (4) 10d L-- :- .J
<br />~;0T EACH END M ~e.J. SlueaN 1/4" GAP
<br />
<br />I I KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />
<br />~ (1) SIMPSON H3
<br />2,6 P. T. Sill PLAIT -' 2X4 SPF FR~ME WAll J , ~ ~
<br />WI 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. I h'o~ I
<br />O.C. & 6" FROM PLATE MAX. ~
<br />SPLICES wi 3/16" 2X8 P,T. W/2 ROWS OF 3/16.~ - - 1 I
<br />x 2" WASHER x2 1/4' TAPCONS @ 12' a.c. (MAX.) 1 I
<br />II ;: I I
<br />(1) ROW 2X BLOCKING @ ~ ==:::!:,
<br />MID-HEIGHT FOR WALL ,IT I
<br />HEIGHT < 8'-6" AND (2) ---1 J.J,
<br />d ROWS @ 1/3 PTS. FOR Fr '-'-T' 2X4 P.T. w/ 1/2"0 "J"
<br />ill WALL HEIGHTS> 8'-6" II IV BOLTS @ 24" O.C.
<br />SIMPSON SP1 ' ~ =+
<br />OR EOUAL .~. II I SEE SECTlON A/S1 FOR TYPICAL
<br />SEE SECTlON A/S1 ~ ..J:~ FOUNDATlON AND BLOCK WALL
<br />FOR SLAB DETS., J'I DETAilS
<br />\ ll-L
<br />
<br />~==~ ~~
<br />
<br />~~~ .~ ~~
<br />/~~ ~ W~
<br />/~~O/O/~{/\
<br />"Y~&)0/'
<br />
<br />.
<br />~ X
<br />l-<t
<br />11)1:
<br />
<br />~X
<br />.-<t
<br />11)1:
<br />
<br />I
<br />
<br />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 />.-<t
<br />U)1:
<br />
<br />-
<br />
<br />MANUFACTURED WINDOW wi
<br />FRAME. SEE DET. B/S2 FOR
<br />HEADER & SILL DETAILS
<br />
<br />MANUFACTURED WINDOW W/
<br />FRAME. SEE DET. B/S2 FOR
<br />HEADER & SILL DETAILS
<br />
<br />I I
<br />
<br />2X4 P.T. SPACER
<br />
<br />-
<br />
<br />-
<br />~
<br />
<br />SEE TYPICAL GABLE END BALLOON
<br />FRAME DETAIL FOR FRAMING DET-
<br />AILS BEYOND WINDOW (SEC. A/S6)
<br />
<br />I
<br />j I
<br />I I
<br />: I TIT]
<br />
<br />I : 11 1 . MASONRY WALL (DESIGNED
<br />I TIT AS CANTlLEVERED)
<br />I II ~ ...........-RE-BAR BEYOND - SEE FILL CELL
<br />I ~ ON PLAN
<br />-I I
<br />I IliLl 2X4 P.T. wi 1/2"0 "J"
<br />I I 1fT/ BOLTS @ 24" O.C.
<br />
<br />: : 1Hmll SEE SEC110N A/S1 FOR TYPICAL
<br />I I ~FOUNDA 11 ON AND BLOCK WALL
<br />SEE SECTION A/S1 I ; DETAilS
<br />FOR SLAB DETS.\ l!J .~ 1
<br />
<br />~-==~II 1"70.-
<br />~'0~y\.~,,~ ~J" I ~ ~~'\
<br />~~'><< ~ ~~"<
<br />'<,,~~~ ~ ~~~
<br />~~ ~/
<br />/~~<<o/~{/.
<br />'\.\/~);Y)0/'
<br />
<br />CONC. SILL
<br />
<br />X
<br /><1
<br />r:
<br />
<br />.
<br />~
<br />r
<br />N
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER l11AN
<br />36")
<br />
<br />CONC. SilL
<br />
<br />X
<br /><1
<br />r:
<br />~
<br />.
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER l11AN
<br />36")
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CANTILEVERED)
<br />
<br />X
<br /><1
<br />r:
<br />~
<br />.
<br />
<br />2X4 TOP PL. ./ II I P
<br />./ lL1 MASONRY WALL (DESIGNED
<br />2X4 P.T. SPACER -./ TIT AS CANTlLEVERED)
<br />L/ ~l --- RE-BAR BEYOND - SEE FILL CELL
<br />I ~ ON PLAN
<br />2X4 SPF FRAME WALL . 1
<br />STUDS @ 24" O.C. 1Ll
<br />MAX. JhT
<br />2X4 P.T. SPACER ~ llh
<br />2X4 P.T. WI 1/2"0 "J" mil
<br />BOL TS@24" O.C. ~~ tHlI SEE SEC110N A/S1 FOR TYPICAL
<br />~ FOUNDATlON AND BLOCK WALL
<br />SEE SECTlON A/S1 II DETAilS
<br />FOR SLAB ~ETS. 1 ~ III I
<br />
<br />~ == ~II I h-
<br />~~~y~~ ~J" I ~0 ~
<br />~~~ ~ /~~"<
<br />'<,,~~~ . . ~~~
<br />~~ /\ W~
<br />/>>"0"0~0;(~{/\
<br />'<'\.~>>>~0"
<br />/./////
<br />
<br />-
<br />N
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />SEE SEC110N D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNEC110N @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SEC110N D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNEC110N @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SEC110N D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNEC110N @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />TYPICAL ALTERNATE BALLOON FRAME -aJ GABLE END
<br />NOT TO SCALE
<br />
<br />fA\
<br />\!:V
<br />
<br />AL TERNATE BALLOON FRAME -aJ GABLE END OVER WINDOW I B \
<br />NICHE WALL DESIGN NOT TO SCALE \ 66 J
<br />
<br />AL TERNA TE BALLOON FRAME -aJ GABLE END OvER WINDOW I
<br />FLUSH WALL DESIGN NOT TO SCALE \
<br />
<br />C \
<br />66 J
<br />
<br />TI-4IS DESIGN IS FOR A MASONRY 1-40ME WITI-4 A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
<br />THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM TI-4AT
<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 />TI-4IS DESIGN IS FOR A MASONRY 1-40ME WITI-4 A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
<br />TI-4E DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM TI-4AT
<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 />TI-4IS DESIGN IS FOR A MASONRY 1-40ME WITI-4 A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
<br />THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM TI-4AT
<br />I-4AS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF TI-4E FLORIDA BUILDING CODE 2001,
<br />INCLUDING THE SPECIAL WIND PROV/SIONS GIVEN IN SECTION 2111.
<br />
<br />THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING)
<br />D I API-4RAGM.
<br />
<br />TI-4E GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING)
<br />D I API-4RAGM.
<br />
<br />THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM TI-4E FLOOR TO TI-4E ROOF (OR CEILING)
<br />DIAPHRAGM.
<br />
<br />:.>
<br />:J:
<br />::;)
<br />
<br />D SAMUEL A. GREENBERG, P.E. 4'34245
<br />D THU-r H. HU-rNH, P.E. #00122
<br />D IRWIN J. BENSON, P.E. -49158
<br />D All ABBAS HAKIM, P.E. ~6186
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<br />& CREATED 05-22-02
<br />r
<br />
<br />TO Tl-tE BEoT ot= Tl-tE ENGINEER'o KNOJJLEDGE AND BELIEf, Tl-tE
<br />oTRUCTURAL FLANS AND oFEClflCATIONo COMFL Y llJITl-t Tl-tE
<br />FLORIDA BUILDING CODE, OECTION 1000 FOR 120 MFl-t 3 oECOND
<br />GlUoT, EXFOOURE '13' llJlND ZONE (2001 EDITION).
<br />Tl-tlo DRAWING AND DEolGN 10 vALID fOR 12 MONTl-to AFTER Tl-tE
<br />DATE IT 10 olGNED AND oEALED.
<br />olGNED AND oEALED fOR THE oTROCTURAL FORTION Of Tl4lo
<br />DRAWING ONLY.
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />D ANSCO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. BOX 34(1)(/) - APOllO eEA04 - FLORIDA - 33&12
<br />Pt-.fONE - (&13) 645 (2)t66 PAX - (&13) 645 eh~
<br />E6 ..us,tAl f[\ THESE DRAwINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PA AND THE
<br />'"t';;1 ~ \SICLlENT ON THIS PROJECT ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003
<br />
<br />DE
<br />
<br />"'\
<br />
<br />eeA1-~
<br />\ ecALE NOTCD
<br />DATE 5122/(2)2
<br />
<br />LENNAR J40MEe
<br />
<br />T.6MPA DIYI610N
<br />
<br />DRAllN e'v.
<br />N:/BLDCKS/STD 2001
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<br />6ALLOON FRAMING DET AILe
<br />
<br />'-
<br />
<br />DE Joe NO. PM - &021
<br />
<br />66
<br />
<br />~
<br />
|