|
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN Wllli
<br />10dx3" @ 4" O/C
<br />
<br />~VERnCAL WEBS @ GABLE END
<br />____ ARE @ 16" O.C.
<br />~ I 1/2" CDX PLYWOOD OR 7/16" OSB
<br />2x4 PANEL BLOCKING @ 48" O.C. ~ i ~ SHEATI-lING ATTACHED W/ 10d NAILS ~ 6" O.C.
<br />FOR lliE FIRST 8'-0" 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) 16d, ONE ON EACH SIDE OF "j BLOCKING
<br />./ / I \ -' /~(2) 16d
<br />I~/Io" I IIlJ I' I l--ftS:~ DBL.2X4HEADER
<br />- 1'>>'1
<br />SIMPSON Hl0 ~: ::
<br />OR EQUAL SIMPSON SP/2 ~ I"",
<br />OR EQUAL
<br />SIMPSON DTC @16" O.C. W/(2) 8d
<br />, /'" TO BOTTOM OF GABLE & (4) 8d INTO
<br />2X4 W/ (4) 10d ' :- 0' ~ 2x6 SILL PLATE
<br />AT EACH END
<br />------------= r:. '--
<br />8 "'-C.J. SILICON 1/4" GAP
<br />
<br />2x6 P,T. SILL PLATE ./ FT / ( )
<br />W/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL -'" I I KNOCK-OUT BLOCK W 1 #5 CONT.
<br />O.C. & 6" FROM PLATE, STUDS @ 16" O.C. -- r.:.;~ ~ONC. LINTEL W/ (1) #5 CONT.
<br />SPLICES W/ 3/16" 'MAX. l::) /'" -
<br />x 2" WASHER SIMPSON SP2
<br />OR EQUAL
<br />DBL. 2X8 W/ 1/2" PL YWD. FLITCH PL. W/ SIMPSON LSTA18
<br />(OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/ j2x4 OUTlOOKER @ 24" O.C.
<br />
<br />" "F.j D(!
<br />
<br />
<br />
<br />V5.X 1 ~SIMPS01Hl0 OR EQUAL
<br />Y @ EA. UTLOOKER
<br />/4' MAX.
<br />
<br />________"L" BRACE TO EXTEND AT LEAST X
<br />~ 90% OF 'NEB LENGlli (SEE TABLE ON SHEET t
<br />S3) ATTACHED W/ 10d NAILS @ 4" O.C.
<br />~
<br />I
<br />ct,)
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEAllilNG DETAIL ~
<br />
<br />
<br />t.-Jt~ 00 j
<br />I I ,,,", II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />OF TRUSSES ~ EDGESZ ~A liNG WICAL
<br />
<br />2x4 CROSS BRACE ~ "'l
<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 />D(!
<br />
<br />o or.
<br />
<br />I
<br />
<br />I
<br />I
<br />I 24' MAX. .
<br />I "L" BRACE TO EXTEND AT LEAST X
<br />I ~ 90% OF 'NEB LENGlli (SEE TABLE ON SHEET S3)t
<br />ATTACHED W/ 10d NAILS @ 4" O.C.
<br />I ~
<br />I ~VERTlCAL 'NEBS @ GABLE END !
<br />
<br />2x4 PANEL BLOCKING @ 48" O.C. ~ I V 1/2" CDX PLYWOOD OR 7/16" OSB
<br />FOR lliE FIRST 8'-0" OF END WALL II ~~::G :~::~:/ 1~ NAILS. 6. O.C.
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
<br />ATTACHED I W/ (2))B;d TOE~AILS \ I /(2) 16d, ONE ON EACH SIDE OF "j BLOCKING
<br />
<br />! DtJ I 00 I I ~ I' I I /8 ",r:t /~DBL. 2X4 HEADER
<br />
<br />2x4 "I' 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 VTO BOTTOM OF GABLE & (4) 8d INTO
<br />SIMPSON SP2 L I 2 x 6 SILL PLATE
<br />OR EQUAL ~
<br />...:-- .
<br />, 2X4 W/ (4) 10d /; ,,---
<br />~~T EACH END / n=li:~~" ""-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 .,.l Ll ~
<br />W/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O,C. .
<br />O.C. & 6" FROM PLATE MAX. _ H I
<br />SPLICES w/ 3/16" 2X8 P.T. W/2 ROWS OF 3/160~ - ill
<br />x 2" WASHER x2 1/4" TAPCONS @ 12" O,C, (MAX.). T T 4
<br />
<br />(1) ROW 2X BLOCKING @ j= ~ =*
<br />MID-HEIGHT FOR WALL II I
<br />HEIGHT < 8'-6" AND (2) -1 1-1
<br />d ROWS @ 1/3 PTS. FOR T =r 2X4 P.T. W/ 1/2"(b "J"
<br />ill WALL HEIGHTS> 8'-6" I I / BOLTS @ 24" O.C.
<br />SIMPSON SPl I =* =+
<br />OR EQUAL .~I I I SEE SEcnON A/Sl FOR TYPICAL
<br />SEE SECTION A/Sl .4 4 FOUNDAnON AND BLOCK WALL
<br />FOR SLA" OETS. '\ I Y 1 / _ OET AILS
<br />
<br />{==~ ~
<br />~ ~~ Y:>>~ ~c ~ ' ~~ >>
<br />.~~~ ," ~~<
<br />/~~ ~ ~~~
<br />~~v ~/
<br />/~~~~~:(/.
<br />'''Y>;:Y/?y)07''
<br />
<br />51
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />r2x4 OUTLOOKER @ 24" O.C.
<br />
<br />t4
<br />
<br />~ SIMPSON Hl0 OR EQUAL
<br />- @ EA. OUTLOOKER
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEAllilNG DETAIL
<br />
<br />I
<br />t R~ 00
<br />'II""' " J
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />Of lRUSSES · EDGES~ i'1" lYPlCAl
<br />
<br />2x4 CROSS BRACE ~
<br />@ 48" O.C @ EACH JOINT '"
<br />W/(2) 10dx3"
<br />
<br />51
<br />
<br />2x4 PANEL BLOCKING @ 48" O.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 />. j/
<br />1t4/I.' I I , I
<br />
<br />-I ~ SIMPSO~H10 OR EQUAL
<br />I @ EA. UTLOOKER
<br />I 24' MAX.
<br />I "L" BRACE TO EXTEND AT LEAST X
<br />I ____ 90% OF 'NEB LENGlli (SEE TABLE ON SHEET t
<br />( S3) ATTACHED W/ 10d NAILS @ 4" O.C. ..
<br />
<br />I ~VERnCAL WEBS @ GABLE END ~
<br />~ ____ ARE @ 16" O.C. ~
<br />
<br />, II ~ ~~~'TI-l?~GX A~~~~DO~/~~d 7~~L~" ~O;"B O.C.
<br />EDGES AND 12" O.C. FIELD
<br />I 2) 16d. ONE ON EACH SIDE OF "j BLOCKING
<br />.'<(, f ____DBL. 2X4 HEADER
<br />~tl"'o ~
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEAllilNG DETAIL ~
<br />
<br />
<br />ijt~ DtJ ,
<br />TOP ~ORD IJ~oc~ FOR FIRST ~OLR ROWS ~
<br />OF TRUSSES @ EDGES'~OF~SHEA TI-lING WICAL
<br />2x4 CROSS BRACE
<br />@ 48" O.C @ EACH JOINT _
<br />W /(2) 10dx3" .......
<br />
<br />. of.'
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WIlli
<br />1 Odx3" @ 4" O/C
<br />
<br />- .......
<br />SIMPSON Hl0 ______. 00
<br />OR EQUAL SIMPSON SP2--- ... Y ','
<br />
<br />OR EQUAL Z :
<br />2X4 W/ (4) 10d
<br />AT EACH END ~.
<br />~. .
<br />
<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 ~LA TE / T T KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />SPL!.CES W/ 3/16 2X4 SPF FRAME WALL../ ., I I
<br />x 2 WASHER STUDS@ 16" ~.C' ~ ~ CONC. LINTEL W/ (1) #5 CONT.
<br />MAX. l::)
<br />SIMPSON SP2 /1 ~~
<br />OR EQUAL / I MANUFACTURED WINDOW W/
<br />DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 '0= . FRAME. SEE DET. 8/S2 FOR
<br />(OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d L.- HEADER & SILL DETAILS
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW
<br />2X4 P.T. SPACER ; I V
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW ~I I
<br />OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WlDER THAN
<br />36")
<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 />,-<(
<br />U)I:
<br />
<br />..
<br />~ X
<br />1-<(
<br />U)I:
<br />
<br />~ X
<br />~-<(
<br />II:
<br />U)
<br />
<br />SEE TYPICAL GABLE END BALLOON
<br />FRAME DETAIL FOR FRAMING DET-
<br />AILS BEYOND WINDOW (SEC. A/S6)
<br />
<br />/
<br />I I
<br />U~~
<br />o/r-
<br />J I
<br />I I
<br />I I T:"'--T ]
<br />I I II I
<br />I I ill MASONRY WALL (DESIGNED
<br />I r I I AS CANnLEVERED)
<br />I II II I ___RE-BAR BEYOND - SEE FILL CELL
<br />_I I Tj:l= ---- ON PLAN
<br />
<br />I I I II I 2X4 P.T. W/ 1/2"(b "J"
<br />I I T" i / BOLTS @ 24" O.C.
<br />I I II
<br />I I I!~ !.1 SEE SECTION A/S1 FOR TYPICAL
<br />I I II .I!'~FOUNDAnON AND BLOCK WALL
<br />SEE SECTION A/Sl I VIi I DETAILS
<br />FOR SLAB DETS.\ L,,-;I II I
<br />
<br />4==~I; 1-,....
<br />~J ::<'.0
<br />~'%~ ~ ~~
<br />'/~)0)j;, · · ~~~
<br />/~~ r-\W~
<br />/~~~Y(:(<<:(/~
<br />'''Y>;:Y/?y)07''
<br />
<br />MANUFACTURED WlNDOW w/
<br />FRAME. SEE DET. 8/S2 FOR
<br />HEADER & SILL DETAILS
<br />
<br />2X4 P. T. SPACER
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WlNDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WIDER lliAN
<br />36")
<br />
<br />CONC. SILL
<br />
<br />x
<br />~
<br />r:
<br />
<br />..
<br />~
<br />,
<br />
<br />CONC. SILL
<br />
<br />X
<br />~
<br />r:
<br />
<br />~
<br />~
<br />1
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CANnLEVERED)
<br />
<br />X
<br />~
<br />r:
<br />~
<br />I
<br />~
<br />
<br />-
<br />~
<br />
<br />2X4 TOP PL. / II I ~
<br />/ III MASONRY WALL (DESIGNED
<br />2X4 P.T. SPACER ~ II I AS CANnLEVERED)
<br />lLJ.:---- RE-BAR BEYOND - SEE FILL CELL
<br />2X4 SPF FRAME WALL / TP ON PLAN
<br />STUDS @ 24" O,c. L-./ lil
<br />MAX. liT
<br />2X4 P.T. SPACER ~ lli
<br />2X4 P.T. W/ 1/2"(b "J"~ liT
<br />BOL TS@24"0.C.mIlSEESECnONA/S1FORTYPICAL
<br />t2= FOUNDAnON AND BLOCK WALL
<br />SEE SEcnON A/Sl II DETAILS
<br />FOR SLAB ~ETS. 1 ~ III I
<br />
<br />4= = ~J I h-...
<br />:\,Y:"",,~~~ ~ ~:\,~:\:
<br />'Y/'Y/'Y/) ~ 0'Y/~
<br />v"v"'<<,, ,v,v0
<br />/>-'>%~'> /~ t>>%"''>%''
<br />~~ v,>~ ,'y ~/
<br />/~<<~~~:(/.
<br />'''Y>;:Y/?y)0/'
<br />
<br />-
<br />~
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />SEE SECTION D/Sl FOR
<br />FRAME TO MASONRY WALL
<br />CONNEcnON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SEcnON D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNEcnON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SEcnON D/Sl FOR
<br />FRAME TO MASONRY WALL
<br />CONNEcnON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />TYPICAL ALTERNATE BALLOON FRAME 12) GABLE END
<br />NOT TO oCALE
<br />
<br />fA\
<br />~
<br />
<br />AL TERNATE BALLOON FRAME 12)
<br />NICHE WALL DE51GN
<br />
<br />-
<br />
<br />GABLE END ovER WINDOW / B '\
<br />NOT TO 5CALE ~
<br />
<br />AL TERNATE BALLOON FRAME 12) GABLE END OvER WINDOW I C \
<br />FLU5H WALL DE51GN NOT TO 5CALE '5b J
<br />
<br />Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITl-I A GABLE ENDWALL ADJACENT TO A CATl-tEDRAL CEILING.
<br />Tl-tE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-IAT
<br />l-tAS BEEN DESIGNED TO MEET Tl-tE STRUCTURAL REQUIREMENTS OF Tl-tE FLORIDA BUILDING CODE 2001,
<br />INCLUDING Tl-tE SFECIAL WIND FROvlSIONS GIVEN IN SECTION 2111.
<br />
<br />Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITl-I A GABLE ENDWALL ADJACENT TO A CATl-tEDRAL CEILING.
<br />Tl-tE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-tAT
<br />l-tAS BEEN DESrGNED TO MEET Tl-tE STRUCTURAL REQUIREMENTS OF Tl-tE FLORIDA BUILDING CODE 2001,
<br />INCLUDING Tl-tE SFECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITl-I A GABLE ENDLUALL ADJACENT TO A CATl-IEDRAL. CEILING.
<br />Tl-tE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-tAT
<br />l-tAS BEEN DESIGNED TO MEET Tl-IE STRUCTURAL REQUIREMENTS OF Tl-tE FLORIDA BUILDING CODE 2001,
<br />INCLUDING Tl-tE SPECIAL WIND FROVISIONS GIVEN IN SECTION 2111.
<br />
<br />Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILING)
<br />D I A Fl-t RAGM.
<br />
<br />Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILING)
<br />D I A Fl-t RAGM.
<br />
<br />Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILING)
<br />D I A Fl-tRAGM.
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<br />D SAMUEL A. GRE:ENBERG, F.E. ~4245
<br />D Tl-IUY l-I. l-IUYNH F.E. -60122
<br />D IRWIN J. BENSON, F.E. .4~l58
<br />D AL I ABBAS l-IAKIM, F.E. #S6lB6
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<br />~ CREATED 05-22-02
<br />
<br />TO TI4E 6E5T OF THE ENGINEER'5 I<NOWLEDGE AND 6ELlEF, THE
<br />5TRUCTURAL PLAN5 AND 5PECIl=ICATION5 COMPLY WITH THE
<br />FLORIDA 6UIl.DING CODE, 5ECTION 1~0~ FOR 120 MPH 3 OECOND
<br />oo5T, EXP05URE '6' WIND ZONE (2"01 EDITION).
<br />THI5 DRAWING AND DE51GN 15 VAl.iD FOR 12 MONTI-l5 AFTER THE
<br />DATE IT 15 51GNED AND 5EALED.
<br />51GNED AND 5EALED FOR TI-lE 5T~TURAL PORTION OF THI5
<br />DRAWING ONLY.
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<br />
<br />ENGlINEERINGI, FA.
<br />p.o. BOX ~ - APOLLO ee~ - FLORIDA - 33912
<br />~ - (8"> 645 0166 FAX - (813) 645 ~~
<br />eB 45t0 t[\ THESE DRA'oilNGS AND DESIGNS ARE THE JOlNT PROPERTY OF DANSCO ENG1NEER1NG, PA AND THE
<br />\S/CLlENT ON THIS PRQXCT. ANY REPRODUCTION DR UNAUTHORIZED USE IS PROHIBITED. - 2003
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<br />120 MF~
<br />3 SEC. GUST
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<br />eeAL"\ 5CALc NOTED
<br />DATE 5/22/02
<br />
<br />LENNAR J40MEe
<br />
<br />TAMPA DIY'&I~
<br />
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<br />N:/BLDCKS/STD 2001
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