|
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEATHING DETAIL ~
<br />
<br />
<br />L~ DIJ
<br />I II' ,", II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS .../
<br />OF TRUSSES E) EDGES_~OF~SHEATI1I~G TYPICAL
<br />
<br />2x4 CROSS BRACE I
<br />@ 48" O.C @ EACH JOINT ,I
<br />W/(2) 10dx3" .......
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />r2x4 OUTlLOOKER @ 24" O.C.
<br />
<br />DIJ
<br />
<br />~~SIMPSON "'0 OR EQUAL
<br />I @ EA. OUTlLOOKER
<br />1
<br />1 124' MAX. .
<br />
<br />1 "L" BRACE TO EXTEND AT LEAST X
<br />1 90% OF 'NEB LENGTH (SEE TABLE ON SHEET S3) <tr:
<br />ATTACHED W/ 10d NAILS @ 4" O.C.
<br />1 a
<br />I ___VERTlCAL 'NEBS @ GABLE END ~
<br />I~ ~ ARE @ 16" O.C. (:\)
<br />
<br />2x4 PANEL BLOCKING @ 48" O.C. ~ I V 1/2" CDX PLYWOOD OR 7/16" OSB
<br />FOR THE FIRST 8'-0" OF END WALL 1 SHEA1l11NG ATTACHED W/ 10d NAILS E) 6" O.C.
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
<br />ATTACHED.W/ (2))~d TOENAILS \ 1 V(2) 16d, ONE ON EACH SIDE OF", BLOCKING
<br />
<br />I DIJ I.. I I I, , I I /tl "-:~ ~DBL. 2X4 HEADER
<br />
<br />2x4 "T" ON TOP OF PANEL J SIMPSON HH~O / : :1: SIMPSON DTC@16"0.C.W/(2)8d
<br />BLOCK~~~,X;'~~~" ~,Z 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 r~ ,--
<br />}i1~T EACH END ./ ~ "-C.J. SIUCON 1/'" 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 ~ 1
<br />w/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. . H I
<br />O.C. &: 6" FROM PLATE MAX.
<br />SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/1S"~ _ n I
<br />X 2" WASHER x2 1/4" TAPCONS @ 12" a.c. (MAX.) I I
<br />
<br />(1) ROW 2X BLOCKING @ T lL--l
<br />MID-HEIGHT FOR WALL rr I
<br />HEIGHT < 8'-6" AND (2) ---.J II I
<br />(j ROWS @ 1/.3 PTS. FOR ~ =P 2X4 P. T. W/ 1/2"0 "J"
<br />ill WALL HEIGHTS> 8'-6" I IV BOLTS @ 24" O.C.
<br />
<br />SIMPSON SP1 ~ =*
<br />OR EQUAL .~ II I SEE SECTlON A/S1 FOR TYPICAL
<br />SEE SECTlON A/S1 .4 4 FOUNDATlON AND BLOCK WALL
<br />FOR SLAB OETS. \ 11 1 V _ DETAilS
<br />
<br />.{==- =- ~J
<br />,,~ ,h-
<br />~ ~~ ~~>~ ~ ~>>'>>
<br />\~~~i ~ ~0<<
<br />/~~ ~ ~~~
<br /><<<<<<"C ~/
<br />/~~~~V/(/'
<br />'''y>;y~/~./,
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEATHING DETAIL
<br />
<br />I
<br />L~ t4 ,
<br />I I r ."' II .J
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />Of TRUSSES @ EDGES, ~AIING TYPICAL
<br />
<br />2x4 CROSS BRACE "'" ""'!
<br />@ 48" O.C @ EACH JOINT ........
<br />W/(2) 10dx3"
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />r2x4 OUTlLOOKER @ 24" O.C.
<br />
<br />"~ DIJ
<br />
<br />jys,x 1
<br />\SIMPSOr-, H10 OR EQUAL
<br />@ EA. CUTlOOKER
<br />24' MAX.
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEATHING DETAIL ~
<br />
<br />
<br />t R~ DIJ
<br />I 11'."' II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />Of TRUSSES E) EDGES, ~AIING TYPICAL
<br />
<br />2x4 CROSS BRACE "'" ""'!
<br />@ 48" O.C @ EACH JOINT "
<br />W/(2) 10dx3"
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/ r 2x4 OUTlLOOKER @ 24" O.C.
<br />
<br />DIJ
<br />
<br />" "F.'
<br />
<br />jy
<br />
<br />2x4 ", ON TOP OF PANEL
<br />BLOCKING, FASTEN WlTH
<br />10dx3" @ 4" O/C
<br />
<br />___VERTlCAL WEBS @ GABLE END
<br />~ ARE @ 16" O.C.
<br />~ 1/2" CDX PLYWOOD OR 7/16" OSB
<br />2x4 PANEL BLOCKING @ 48" O.C. ~. ~ SHEA1l11NG ATTACHED W/ 10d NAILS E) 6" O.C.
<br />FOR THE FIRST 8'-0" OF END WALL ,./ EDGES AND 12" a.c. FIELD
<br />FROM EA. END TYP. BOTTOM CORD '
<br />ATTACHED W/ (2) 16-d TOENAILS ' ---<2) 1Sd, ONE ON EACH SIDE OF ", BLOCKING
<br />I / / ' /" ~(2) 1Sd
<br />I D / I ." I I I' I 1__" ~-:f __DBL. 2X4 HEADER
<br />
<br />SIMPSON H1 0 ~ -----1:: :
<br />OR EQUAL SIMPSON SP/------- 1./
<br />OR EQUAL ! "/( )
<br />SIMPSON DTC @16 O.C. W 2 8d
<br />-,I .......... TO BOTTOM OF GABLE &: (4) 8d INTO
<br />2X4 W/ (4) 10d : d / 2x6 SILL PLATE
<br />~AT EACH END r.;~ ,,-
<br />l::1l, "'-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---./' W KNOCK-OUT BLOCK W/ (1) #5 CaNT.
<br />O.C. &: 6" FROM PLATE STUDS@ 16" ~.C. ~ /"""'CONC LINTEL w/ (1) #5 CONT
<br />SPLICES W/ 3/16" MAX. ~. :.-/ - . .
<br />X 2" WASHER SIMPSON SP2 l:::)
<br />OR EQUAL 1
<br />DBL 2X8 w/ 1/2" PLYWD. FLITCH PL. w/ SIMPSON LSTA18 I 1
<br />(OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW
<br />
<br />~"L" BRACE TO EXTEND AT LEAST X
<br />~ 90% OF 'NEB LENGTH (SEE TABLE ON SHEET ~
<br />-l' S3) ATTACHED W/ 10d NAILS @ 4" O.C. r:
<br />~
<br />I
<br />(()
<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 TOE~AILS 1\
<br />
<br />IDIJ/I." I 1t4 I'
<br />
<br />I
<br />~ ! I"5<'r"
<br />SIMPSON H10 ~. " .
<br />OR EQUAL SIMPSON SP2---- _ ; "I'
<br />
<br />OR EQUAL Z :
<br />2X4 W/ (4) 10d
<br />AT EACH END
<br />:7-.
<br />
<br />I 'L SIMPS01 H10 OR EQUAL
<br />I @ EA. UTlOOKER
<br />1 /4' MAX.
<br />I "L" BRACE TO EXTEND AT LEAST X
<br />1 l-.------ 90% OF 'NEB LENGTH (SEE TABLE ON SHEET t
<br />1- S3) ATTACHED W/ 10d NAILS @ 4" O.C.
<br />
<br />1 VERTlCAL 'NEBS @ GABLE END ~
<br />~ ARE @ 16" O.C.
<br />
<br />~ II ,,- ~~i;1l1;~GX A~~~~DO~/ ~~d 7~iL~" E)Oi"B D.C.
<br />EDGES AND 12" O.C. FIELD
<br />J ~2) 1Sd, ONE ON EACH SIDE OF ", BLOCKING
<br />'___tl ,,-:1:1 ~DBL. 2X4 HEADER
<br />I
<br />
<br />(()
<br />
<br />. of;
<br />
<br />jy
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WlTH
<br />10dx3" @ 4" O/C
<br />
<br />a
<br />~ X
<br />1-<:(
<br />0\1:
<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 />1-<:(
<br />0\1:
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WlNDOW
<br />OPENING (DBL 2X4 EA. SIDE FOR WlNDOWS W1DER THAN
<br />36")
<br />
<br />CONC. SILL
<br />
<br />X
<br />~
<br />r:
<br />
<br />a
<br />~
<br />1
<br />
<br />2x6 P.T. SILL PLATE - 8 "'= C.J. SILICON 1/4" GAP
<br />W/ 1/2" DIA. BOLT @ 48"
<br />O.C. &: 6" FROM ~LA TE / r-r KNOCK-OUT BLOCK W/ (1) #5 CaNT.
<br />SPL~CES W/ 3/16 2X4 SPF FRAME WALL--./" _, . I I
<br />x 2 WASHER STUDS@16"'%'C' tf.A ~V- CONC. LINTEL W/ (1) #5 CaNT.
<br />MAX. m l:::)
<br />SIMPSON SP2 1 Jl
<br />OR EQUAL '/ 1
<br />DBL 2X8 W/ 1/2" PLYWD. 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 />2X4 P.T. SPACER : I v
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF W1NDOW -I I
<br />OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WlDER THAN
<br />36")
<br />
<br />MANUFACTURED W1NDOW W/
<br />FRAME. SEE DET. B/S2 FOR
<br />HEADER &: SILL DETAILS
<br />
<br />~ X
<br />,-<:(
<br />0\1:
<br />
<br />-
<br />~
<br />
<br />SEE TYPICAL GABLE END BALLOON
<br />FRAME DETAIL FOR FRAMING DET-
<br />AILS BEYOND W1NDOW (SEC. A/S6)
<br />
<br />T1-=
<br />
<br />j
<br />1
<br />1
<br />1 II I J
<br />I II I MASONRY WALL (DESIGNED
<br />I II I AS CANTlLEVERED)
<br />I II I ~RE-BAR BEYOND - SEE FILL CELL
<br />~ I II.-t----- ON PLAN
<br />
<br />I III I 2X4 P.T. W/ 1/2"0 "J"
<br />I I" '/ BOLTS @ 24" O.C.
<br />I III I
<br />1 I I:~ j SEE SECTlON A/S1 FOR TYPICAL
<br />1 I :Z-FOUNDA TlON AND BLOCK WALL
<br />SEE SECTlON A/S1 1 11 I DETAILS
<br />FOR SLAB DETS.,\ l~J T:: I
<br />
<br />~=-~ii I
<br />~'\~~'{,,"'\~ ~J~ I~~
<br />~):Y)?,ij) ~ ~'/)}Y))/
<br />'</~~, ~~"y
<br />/~~"- ~ >>%~'-:
<br />~'<~ ~/
<br />///~~~~~~.
<br />'''Y>V/y~/'
<br />
<br />MANUFACTURED W1NDOW W/
<br />FRAME. SEE DET. B/S2 FOR
<br />HEADER &: SILL DETAILS
<br />
<br />2X4 P. T. SPACER
<br />
<br />CONC. SILL
<br />
<br />X
<br />~
<br />r:
<br />
<br />a
<br />~
<br />I
<br />N
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CANTlLEVERED)
<br />
<br />X
<br /><t
<br />r:
<br />
<br />.
<br />~
<br />I
<br />
<br />-
<br />N
<br />
<br />2X4 TOP PL. ./ II I]
<br />
<br />/ III MASONRY WALL (DESIGNED
<br />2X4 P.T. SPACER -./ II I AS CANTlLEVERED)
<br />+8. --- RE-BAR BEYOND - SEE FILL CELL
<br />L/ I ---- ON PLAN
<br />2X4 SPF FRAME WALL
<br />STUDS @ 24" O.C. liL1
<br />MAX. 1TT
<br />2X4 P.T. SPACER ~ lL
<br />
<br />2X4 P.T. W/ 1/2"0 "J"~ 1TT1
<br />BOLTS @ 24" O.C. #+ SEE SECTlON A/S1 FOR TYPICAL
<br />;L FOUNDATlON AND BLOCK WALL
<br />SEE SECTlON A/S1 II DETAILS
<br />FOR SLAB DETS. 1 " III I
<br />
<br />.{==-=- ~ I ~
<br />~~~ ~ ~~~
<br />'>~M" · · ~~~
<br />/~~ r-\~~
<br />/~~~~~~'\
<br />'''Y>;Y/y~/'
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />SEE SECTlON D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECTlON @ 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 1i) GABLE END
<br />NOT TO &CALE
<br />
<br />fA\
<br />\!:!Y
<br />
<br />AL TERNATE BALLOON FRAME 1i)
<br />NICHE WALL DE&IGN
<br />
<br />GABLE END OvER WINDOW (;;\
<br />NOT TO &CALE ~
<br />
<br />AL TERNATE BALLOON FRAME 1i) GABLE END OvER WINDOW
<br />
<br />FLU&1-4 WALL DE&IGN
<br />
<br />NOT TO &CALE
<br />
<br />fZ\
<br />\!:!Y
<br />
<br />Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITl-I A GABLE ENDWALL ADJACENT TO A CATl-IEDRAL CEILING.
<br />Tl-IE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-IAT
<br />I-4AS BEEN DESIGNED TO MEET TI-4E STRUCTURAL REQUIREMENTS OF Tl-IE FLORIDA BUILDING CODE 2001,
<br />INCLUDING Tl-IE SPECIAL WIND PROviSIONS GIVEN IN SECTION 2111.
<br />
<br />TI-11S DESIGN IS FOR A MASONRY 1-10ME WITl-I A GABLE ENDWALL ADJACENT TO A CATl-IEDRAL CEILING.
<br />Tl-IE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-IAT
<br />l-IAS BEEN DESIGNED TO MEET Tl-IE STRUCTURAL REQUIREMENTS OF Tl-IE FLORIDA BUILDING CODE 2001,
<br />INCLUDING Tl-IE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITI-1 A GABLE ENDWALL ADJACENT TO A CATl-IEDRAL CEILING.
<br />Tl-IE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM TI-4AT
<br />I-4AS BEEN DESIGNED TO MEET Tl-IE STRUCTURAL REQUIREMENTS OF Tl-IE FLORIDA BUILDING CODE 2001,
<br />INCLUDING TI-4E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />Tl-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING)
<br />D I A Pl-I RAG:M.
<br />
<br />Tl-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING)
<br />D I APl-IRAG:M.
<br />
<br />Tl-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING)
<br />DIAPl-IRAG:M.
<br />
<br />.>
<br />IC
<br />:)
<br />
<br />/
<br />1af SAMUEL A. GREENBERG, P.E. i34245
<br />D Tl-tUY H l-tUYNl-t, P E. ~0122
<br />D IRWIN J. BENSON, P.E. -4~158
<br />D All ABBAS l-tAKIM, PE. 4*Sb18b
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<br />& CREATED 05-22-02
<br />
<br />TO TI-IE BEST OF TI-IE ENGINEER'S KNOUJLEDGE AND BELIEF, TI-IE
<br />STRUctuRAL PLANS AND SPECIFICATIONS COMPLY WITI-I TI-IE
<br />FLORIDA BUILDING CODE, OECTION 1~0~ FOR 120 MPI-I 3 SECOND
<br />GUST, EXPOOURE 'B' WIND ZONE (2001 EDITION).
<br />TI-IIS DRAWING AND DESIGN IS vALID FOR 12 MONTI-IS AFTER TI-IE
<br />DATE IT /S SfGNED AND SEALED,
<br />SIGNED AND SEALED FOR TI-IE STRUCTURAL PORTION OF TI-IIS
<br />DRAWING ONLY.
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<br />
<br />ENGINEERING, FA..
<br />p.o. eox ~ - APOLLO ~ - FLORIOA - 33012
<br />R-IONE - (813) 64& 0166 PAX - (813) 640 <a6<a8
<br />E6 4&10 f[\ THESE DRA\t'lNGS AND DESIGNS ARE THE JDlNT PROPERTY OF DANSCO ENG1NEER1NG, P,A. AND THE
<br />\'::;JCLlENT ON TH1S PRllHT. ANY REPRODUCTION OR UNAUTHJRlZED USE IS PRoH1BITED, - 2003
<br />
<br />DE
<br />
<br />~
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />fl;~ ec~E NOTED
<br />:' DATE 5122/02
<br />~ :I 2005
<br />
<br />LENNAR 140MEe
<br />
<br />T.6MPA OIVISION
<br />
<br />DRAlLN 6.V.
<br />N:/BLDCKS/STD 2001
<br />
<br />6ALLOON FRAMING DET AILe
<br />
<br />DE J06 NO. PM - &021
<br />
<br />56
<br />
<br />~
<br />
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<br />
|