|
<br />OJ
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN Wllli
<br />10dx3" @ 4" O/C
<br />
<br />. .--VERllCAL WEBS @ GABLE END
<br />~ ARE @ 16" O.C.
<br />2x4 PANEL BLOCKING @ 48. O.C. ~ 1/2" CDX PLYWOOD OR 7/16. OSB
<br />FOR lliE FIRST 8'-0" OF END WALL ~ ~ ~~~~~~~ ~tA~~~DFI~~'Od NAILS @ 5" O.C.
<br />FROM EA. END TYP. BOTTOM CORD ~:
<br />ATTACHED W/ (2) 16-d TOENAILS \ 2) l5d, ONE ON EACH SIDE OF "j BLOCKING
<br />, / / .- (2) l6d
<br />I D( / I .. I I I' I ~n ~ -:t :",--DBL. 2X4 HEADER
<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 />2,6 P.T. SILL PLATE ~
<br />W/ 1/2. DIA. BOLT @ 48" 2X4 SPF FRAME WALL...../'"
<br />O.C. & 6" FROM PLATE STUDS@ 16" ~.C'
<br />SPLICES W/ 3/16" MAX.
<br />
<br />x 2" WASHER SIMPSON SP2
<br />OR EQUAL 1/
<br />
<br />DBL. 2X8 W/ 1/2. PL YWD. FLITCH PL. W/ SIMPSON LSTA18 I I
<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 />r2x4 OU1l..00KER @ 24. O.C.
<br />
<br />'1 M
<br />
<br />1~5' 0 1\"MPsoi H10 OR EQUAL
<br />W @ EA. U1l..00KER
<br />24' MAX.
<br />
<br />..,.....-.L" BRACE TO EXTEND AT LEAST X
<br />~ 90% OF WEB LENGlli (SEE TABLE ON SHEET <l
<br />S3) ATTACHED W/ 10d NAILS @ 4" O.C. r:
<br />~
<br />I
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEAllilNG DETAIL ~
<br />
<br />
<br />C~ [4
<br />r r ."-11 /
<br />TOP CORD BLOCKiNG FOR FIRST FOUR ROWS J
<br />OF TRUSSES @ EDGESZ~ ,SHE.An-tl~G TYPICAL
<br />
<br />2x4 CROSS BRACE ~ I
<br />@ 48" O.C @ EACH JOINT "
<br />W/(2) 10dx3.
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/ r 2x4 OU1l..00KER @ 24" O.C.
<br />
<br />t4
<br />
<br />. .F:'
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULEIFOR SHEAllilNG DETAIL ~
<br />
<br />
<br />t. ~ N
<br />I II' ,"- II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />OF TRUSSES @ EDGESJ~OF~SHEAl1-lI'NG TYPICAL
<br />
<br />2x4 CROSS BRACE
<br />@ 48" O.C @ EACH JOINT
<br />W /(2) 10dx3" "
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/2x4 OUTLOOKER @ 24" O.C.
<br />
<br />. .F. [4
<br />
<br />
<br />~~ SIMPSON "'0 OR EQUAL
<br />I I- @ EA. OU1l..00KER
<br />I
<br />I 14' MAX.
<br />I
<br />I
<br />I
<br />I _____VERllCAL WEBS @ GABLE END
<br />
<br />~;~ ~~E~IRBSLTO~~~NO~ ~F4~~DO'~ALL ~ :1/ ,/ ~l;:~;GX:~~;;'~~/~~/,^i~' OO~.80C
<br />
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
<br />ATTACHED,W/ (2))6;d TOf~AILS. I ..........(2) 16d, ONE ON EACH SIDE OF"j BLOCKING
<br />
<br />TM I.. iTM r' I I .......t1 '" ~ ..........~DBL. 2X4 HEADER
<br />
<br />2x4 "T" ON TOP OF PANEL 7 SIMPSON H~/O / : :1: SIMPSON DTC@16.0.C.W/(2)8d
<br />BLOCKING, FASTEN Wllli OR EQUAL
<br />10dx3. @ 4" O/C / I TO BOTTOM OF GABLE & (4) 8d INTO
<br />SIMPSON SP2 / I /2 x 6 SILL PLATE
<br />
<br />. 2:: ~~U(:~ 10d L---:- ~J "
<br />
<br />~~T EACH END ,/ ~ '-C.J. SiliCON 1/'" GAP
<br />
<br />~ ~_ KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />
<br />
<br />~ (1) SIMPSON H3
<br />2x6 P.T. SILL PLATE ---- 2X4 SPF FR~ME WALL 'I..;! ILl
<br />w/ 1/2" DIA. BOLT @ 48. STUDS @ 16 O.C. . J I
<br />O.C. & 6" FROM PLATE ~AAX. -,
<br />SPLICES W/ 3/16. 2X8 P.T. W/2 ROW'S OF 3/l5.~ - - l I
<br />x 2" WASHER x2 1/4" TAPCONS @ 12" O.C. (MAX.): I I
<br />
<br />(1) ROW 2X BLOCKING@!:;S ll~
<br />MID-HEIGHT FOR WALL I I
<br />HEIGHT < 8'-6" AND (2) ~ I, I
<br />c3 ROWS @ 1/3 PTS. FOR de. b:::::!: 2X4 P.T. W/ 1/2.0 "J"
<br />III WALL HEIGHTS> 8'-6" 1J r: / BOLTS@24"0.C.
<br />
<br />SIMPSON SP1 T 1=+
<br />OR EQUAL.~ I' I SEE SECllON A/S1 FOR TYPICAL
<br />SEE SECTION A/S1 . leA 4 FOUNDATlON AND BLOCK WALL
<br />FOR SLAB DE1$. \ l i ] / _ DETAilS
<br />
<br />
<br />~-=~
<br />~~~ ~.~ .~~
<br />/~~ ~.~
<br />/~~~~0<<'
<br />'<'"'>>>25~~'''
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEAllilNG DETAIL
<br />
<br />I
<br />~ [4 ,
<br />I 1."- II j
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />Of mUSSES 0 EDGES~NG WICAl
<br />
<br />2x4 CROSS BRACE
<br />@ 48" O.C @ EACH JOINT '"
<br />W/(2) 10dx3"
<br />
<br />.L" BRACE TO EXTEND AT LEAST X
<br />__ 90% OF WEB LENGlli (SEE TABLE ON SHEET S3)~
<br />ATTACHED W/ 10d NAILS @ 4" O.C. ~
<br />~
<br />.
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN Wllli
<br />10dx3" @ 4. O/C
<br />
<br />I I~ SIMPsoi H1 0 OR EQUAL
<br />I @ EA. UTlOOKER
<br />I 124' MAX.
<br />
<br />I "L. BRACE TO EXTEND AT LEAST X
<br />I L---- 90% OF WEB LENGlli (SEE TABLE ON SHEET <l
<br />I S3) ATTACHED W/ 10d NAILS @ 4. O.C. ~
<br />
<br />I I .--VERllCAL WEBS @ GABLE END ~
<br />~ ~ ARE @ 16" O.C. OJ
<br />~ II ~ 1/2" COX PlYWOOO OR 7/16" OS8
<br />I v SHEAll-lING ATTACHED WI 10d NAILS @ 6" O.C.
<br />EDGES AND 12" O.C. FIELD
<br />
<br />\ ~I ~2) l6d, ONE ON EACH SIDE OF "j BLOCKING
<br />. I ...__DBL. 2X4 HEADER
<br />I ~~1 "": ~
<br />__ ~ I
<br />SIMPSON H10 ~. . .
<br />OR EQUAL SIMPSON SP2'2Ji; - .0
<br />OR EQUAL i I
<br />I I
<br />2X4 W/ (4) 10d
<br />AT EACH END .
<br />~--- .
<br />
<br />2x6 P.T. SILL PLATE - I n ~ C.J. SILICON 1/4" GAP
<br />W/ 1/2. DIA. BOLT @48" _
<br />O.C. & 6" FROM ~LA TE /j 11 KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />SPL~CES W/ 3/16 2X4 SPF FRAME WALL-./ j ~ II I
<br />x 2 WASHER STUDS @ 16:"~'C' ItJJ ~V- CONC. LINTEL W/ (1) #5 CaNT.
<br />MAX. ~ 8
<br />SIMPSON SP2 I J1
<br />OR EQUAL ~I
<br />DBL. 2X8 W/ 1/2. PL YWD. FLITCH PL. W/ SIMPSON LSTA18 I L
<br />(OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d .l:..r
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW f\'
<br />2X4 P.T. SPACER I V
<br />I I
<br />-I I
<br />
<br />w
<br />
<br />w
<br />
<br />OJ
<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 TOf~AILS
<br />I / / II
<br />
<br />IDa/I.. I 1[4 1'1
<br />
<br />a X
<br />~<{
<br />'x:
<br />11)
<br />
<br />SIMPSON DTC @16" O.C. W/(2) 8d
<br />./ TO BOTTOM OF GABLE & (4) 8d INTO
<br />.. .......... 2x6 SILL PLATE
<br />l':: . ,n
<br />8 "'-c.J. SILICON 1/4" GAP
<br />
<br />in KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />
<br />Fry~ONC. LINTEL W/ (1) #5 CONT.
<br />8
<br />
<br />a
<br />~ X
<br />'<{
<br />11) x:
<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 />11) x:
<br />
<br />2X4 P.T. SPACER
<br />
<br />I-
<br />~
<br />
<br />MANUFACTURED WlNDOW W/
<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 />-
<br />N
<br />
<br />SEE TYPICAL GABLE END BALLOON
<br />FRAME DETAIL FOR FRAMING DET-
<br />AILS BEYOND WINDOW (SEC. A/S6)
<br />
<br />j :
<br />I I
<br />: I T,l~
<br />I : II I MASONRY WALL (DESIGNED
<br />I I II I AS CANTlLEVERED)
<br />I I II II ____RE-BAR BEYOND - SEE FILL CELL
<br />];-11. V-- ON PLAN
<br />-111:11
<br />I I 2X4 P.T. W/ 1/2"0 "J"
<br />I I : II :1/ BOLTS @ 24" O.C,
<br />I I II
<br />I I : l! ~ SEE SECllON A/S1 FOR TYPICAL
<br />I I, :Z-FOUNDAllON AND BLOCK WALL
<br />SEE SECllON A/S1 I 1..(.1 T DETAILS
<br />FOR SLAB DETS.\ lJ I:: I
<br />
<br />?=- -= ~II I h--
<br />~~~ J~ I ~<<~
<br />'<<('<<("-0 '5;;J ,,'<<('<~'"
<br />/>;-'>%""~~ /~~ ~~~
<br /><<<<<~ ~/
<br />/~~~~~0'l'
<br />'<''''>>>25~)0)''''''
<br />
<br />CONC. SILL
<br />
<br />X
<br />-<1:
<br />r:
<br />
<br />a
<br />~
<br />I
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WlNDOW
<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 />.
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WlDER lliAN
<br />36.)
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CANTlLEVERED)
<br />
<br />X
<br /><l
<br />r:
<br />~
<br />I
<br />
<br />-
<br />N
<br />
<br />2X4 TOP PL. ,/ II I iJ
<br />
<br />./ 111 MASONRY WALL (DESIGNED
<br />2X4 P.T. SPACER ../ II I AS CANllLEVERED)
<br />~! ____ RE-BAR BEYOND - SEE FILL CELL
<br />L/ I ~ ON PLAN
<br />2X4 SPF FRAME WALL
<br />STUDS @ 24" O.C. Uti
<br />MAX. mIT
<br />2X4 P.T. SPACER ~ uL
<br />
<br />2X4 P.T. W/ 1/2"0 "J"~ rrilTl
<br />BOLTS @ 24. O.C. m4 SEE SECllON A/S1 FOR TYPICAL
<br />WL t2= FOUNDAllON AND BLOCK WALL
<br />SEE SECllON A/S1 II DETAILS
<br />FOR SLAB ~ETS. 1 ;. III I
<br />
<br />{==~J II
<br />~~~~0~ ~. 0- I ~
<br />~"0~ ~ ~~~~
<br />)~~~ r-~ ~~~
<br /><<<~ ~/
<br />/~y/)"0:~0~<< .
<br />'<'"'>>>25~~'''
<br />
<br />-
<br />N
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />SEE SECllON D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECllON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SECTION D/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 />CONNECTlON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />TYPICAL ALTERNATE BALLOON FRAME 'Cil GABLE END , A \
<br />NOT TO GCALE '56 I
<br />
<br />AL TERNATE BALLOON FRAME 'Cil
<br />NIC~E WALL DEGIGN
<br />
<br />GABLE END OvER WINDOW (;;\
<br />NOT TO GCALE ~
<br />
<br />AL TERNATE BALLOON FRAME 'Cil GABLE END OVER WINDOW I C \
<br />FLUGI-i WALL DEGIGN NOT TO GCALE '56 J
<br />
<br />THI5 DE51GN 15 FOR A MA50NRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
<br />THE DE51GN CALL5 FOR A TRANSITION FROM MA50NRY TO WOOD CON5TRUCTION AT A BOND BEAM THAT
<br />HA5 BEEN DE51GNED TO MEET THE STRUCTURAL REQUlREMENT5 OF THE FLORIDA BUILDING CODE 2001,
<br />INCLUDING THE 5PECIAL WIND PROvI510N5 GIVEN IN SECTION 2111.
<br />
<br />THI5 DE51GN IS FOR A MA50NRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
<br />THE DE51GN CALL5 FOR A TRAN51TION FROM MA50NRY TO WOOD CON5TRUCTION AT A BOND BEAM THAT
<br />HA5 BEEN DESIGNED TO MEET THE 5TRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001,
<br />INCLUDING THE SPECIAL WIND PROvI510NS GIVEN IN 5ECTION 2111.
<br />
<br />Tl-IIS DE51GN IS FOR A MA50NRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING,
<br />THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CON5TRUCTION AT A BOND BEAM THAT
<br />HAS BEEN DE5/GNED TO MEET THE 5TRUCTURAL REQUlREMENT5 OF THE FLORIDA BUILDING CODE 2001,
<br />INCLUDING THE 5PECIAL WIND PROViSIONS GIveN IN 5ECTION 2111.
<br />
<br />THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING)
<br />DIAPHRAGM.
<br />
<br />Tl-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING)
<br />D I APl-IRAGM.
<br />
<br />THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING)
<br />DIAPHRAGM.
<br />
<br />~
<br />x:
<br />~
<br />
<br />D SAMUEL A. GREENBERG, P.E. #34245
<br />D TI-iUy ~. I-iUYN~, P.E. #60122
<br />D IRWIN J. BENSON, P.E. -4~158
<br />D All ABBAS HAKIM, P.E. ~b1Bb
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<br />ill CREATED 05-22-02
<br />/'
<br />
<br />TO Tl-IE BEST Ol= Tl-IE ENGINEER'S KNOlILEDGE AND BEllEr:, Tl-IE
<br />STRUCTURAL PLANG AND SPECIFICATIONS COMPLY WITl-I TI-IE
<br />FLORIDA BUILDING CODE, OECTION I~"~ FOR 12" MPl-I :3 SECOND
<br />GUST, EXPOSURE '6' WIND ZOl'-lE (2~1 EDITION).
<br />THIS DRAWING AND DESI6N IS VALID FOR 12 MONTHS AFTER Tl-IE
<br />DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR Tl-IE STRUCTURAL PORTION Ol= THIS
<br />DRAWING ONLY.
<br />
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<br />3 SEC. GUST
<br />
<br />
<br />6EAL. '\ 5CAJ..E NOTED
<br />DATE sn2/02
<br />
<br />D ANSCO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. sox 3~ - APOllO eEA04 - FLORIDA - 33&12
<br />Ff..fONE - (813) 645 (t)166 PAX - (813) 64& ca6<a8
<br />E6 4&10 fC\ THESE DRAI,'INGS AND DESIGNS ARE THE JOlNT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE
<br />"'=JCLlENT ON THIS PROJECT. ANY REPRODUCTION DR UNAUTHJRIZED USE IS PROHIBITED, - 2003
<br />
<br />DE
<br />
<br />~
<br />
<br />LENNAR f40ME5
<br />
<br />TAMPA DIVl810N
<br />
<br />DRAlLN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />"-
<br />
<br />6ALLOON FRAMING DET AIL5
<br />
<br />\...
<br />
<br />DE JOe NO. PM - 5021
<br />
<br />66
<br />
<br />~
<br />
<br />..se.~~~~~"E'Mi.T:lIiL~~
<br />
|