|
<br />I
<br />I
<br />I ?4' MAX.
<br />
<br />I
<br />I
<br />I
<br />I ~VERTICAL WEBS @ GABLE END
<br />
<br />2x4 PANEL BLOCKING@48"0.C. ~. .. ._ I V 1/2" CDX PLYWOOD OR 7/16" OSB
<br />FOR THE FIRST 8'-0" OF END WALL If ~~:: :~:~::j 1~ NAilS 06" O.C.
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
<br />ATTACHE~ .W/ (2))~d TOfrAILS \ I /(2) 16d, ONE ON EACH SIDE OF", BLOCKING
<br />
<br />I MI.' I I DG I , ' , /8 "'" ~ /~DBL. 2X4 HEADER
<br />
<br />2x4 ", ON TOP OF PANEL J SIMPSON H10 ~: :1: SIMPSON DTC @ 16"0.C. W/(2) 8d
<br />BLOCK~~~'x;"A~TE~. ~,Z OR EQUAL ~ ,/ I! /:0 BOTTOM OF GABLE & (4) 8d INTO
<br />6~PESQ~~LSP2 L ~l / 2 x 6 SILL PLATE
<br />
<br />.....:~ ..
<br />2X4 W/ (4) lOd V. . ,--
<br />AT EACH END ~ ""'-C.J. SILICON 1/4" GAP
<br />
<br />II
<br />
<br />'*=~
<br />
<br />w
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />i2x4 OUTLOOKER @ 24" O.C.
<br />
<br />M
<br />
<br />~ SIMPSON H10 OR EQUAL
<br />- @ EA. OUTLOOKER
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEATHING DETAIL
<br />
<br />I
<br />+- ~ Dr3 ,
<br />I I r .". II J
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />OF 1R1JSS!:S 0 EDGES~ ]WICAl
<br />
<br />2x4 CROSS BRACE J
<br />@ 48" O.C @ EACH JOINT ......
<br />W/(2) 10dx3"
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />j2X4 OUTLOOKER @ 24" O.C.
<br />
<br />pa
<br />
<br />. 'f.j
<br />
<br />1
<br />
<br />: I\SIMPSOt\ H10 OR EQUAL
<br />@ EA. CUTLOOKER
<br />i r24. MAX.
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEA THING DETAIL ~
<br />
<br />
<br />"L W'~. Dr3 ,
<br />I II' '- II /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS .J
<br />OF TRUSSES @ EDGES, ,EA ~ING TYPICAL
<br />
<br />2x4 CROSS BRACE "'- "'l.
<br />@ 48" O.C @ EACH JOINT "
<br />W/(2) 10dx3"
<br />
<br />r TOENAil W/ (2) 16d NAilS
<br />/ r 2x4 OUTLOOKER @ 24" O.C.
<br />
<br />. .F. DG
<br />
<br />"L" BRACE TO EXTEND AT LEAST ~
<br />___ 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)r:
<br />ATTACHED wi 10d NAILS @ 4" O.C.
<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 WI (2) 16-d TO~~AILS
<br />. '/ / II
<br />
<br />ID/I.. I 1)3 "
<br />
<br />\
<br />
<br />I
<br />I
<br />. I ___VERTICAL WEBS @ GABLE END
<br />~ ARE @ 16" O.C.
<br />~! 1/2" COX PLYWOOD OR 7/16" OSS
<br />~ I V SHEATHING ATTACHED wi 10d NAILS l) 6" O.C.
<br />I EDGES AND 12. O.C. FIELD
<br />! I "..{2) 16d, ONE ON EACH SIDE OF ", BLOCKING
<br />.... V.--(2) 16d
<br />1___t1 ~~ ~DSL. 2X4 HEADER
<br />
<br />. I .....__"L" BRACE TO EXTEND AT LEAST X
<br />I V' 90% OF WEB LENGTH (SEE TABLE ON SHEET -<(
<br />... S3) ATTACHED W/ 10d NAILS @ 4" O.C. r:
<br />..
<br />~
<br />I
<br />C\)
<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 WI (2) 16-d TOENAILS ,\
<br />. '/ / 1\
<br />'N I I .. I ] I T I
<br />
<br />I \.- SIMPSO~H10 OR EQUAL
<br />I @ EA. TLOOKER
<br />I 24' MAX.
<br />
<br />I nL" BRACE TO EXTEND AT LEAST X
<br />I _____ 90% OF WEB LENGTH (SEE TABLE ON SHEET -<(
<br />1- S3) ATTACHED WI 10d NAILS @ 4" O.C. ~
<br />
<br />I ......._VERTICAL WEBS @ GABLE END ~
<br />~ ~ ARE @ 16" O.C. ~
<br />~ I ____ 1/2" COX PLYWOOD OR 7/16" OSB
<br />I ~ SHEATHING ATTACHED WI 10d NAilS @ 6" Q,C.
<br />EDGES AND 12" O.C. FIELD
<br />
<br />I ~2) 16d, ONE ON EACH SIDE OF ", BLOCKING
<br />I · ~ I ____DBL. 2X4 HEADER
<br />.!---"': ,,: ~
<br />
<br />)Y
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEA THING DETAIL ~
<br />
<br />
<br />i'B~ DG ~
<br />I I r ,'- JI /
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS .J
<br />OF TRUSSES @ EDGESJ~OF~SHEA THI.NG TYPICAL
<br />
<br />2x4 CROSS BRACE
<br />@ 48" O.C @ EACH JOINT "
<br />W /(2) 10dx3"
<br />
<br />w
<br />
<br />. .~
<br />
<br />1
<br />
<br />2x6 P.T. SILL PLATE ~ 2X4 SPF FR~ME WALL - 1 I
<br />W/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. ~
<br />a.c. & 6" FROM PLATE MAX. _ H I
<br />SPLICES wi 3/16" 2X8 P.T. W/2 ROWS OF 3/16"~ - , I
<br />x 2" WASHER x2 1/4" TAPCONS @ 12. O.C. (MAX.) :8 T T
<br />
<br />(1) ROW 2X BLOCKING @ ,,~=*'
<br />MID-HEIGHT FOR WALL II. I
<br />HEIGHT < 8'-6" AND (2) .-./ U Ll
<br />a ROWS @ 1/3 PTS. FOR IT FT 2X4 P.T. WI 1/2"<jl "J"
<br />ill WALL HEIGHTS> 8'-6" Ii. Ll / BOLTS @ 24" a.c.
<br />
<br />SIMPSON SP1 'T FT
<br />OR EQUAL.~ I I I SEE SECTION A/s1 FOR TYPICAL
<br />SEE SECTION A/s1 ~ 4 FOUNDATION AND BLOCK WALL
<br />FOR SLAB DETS. \ I v U / ~ DETAILS
<br />
<br />~==~ 1-"""
<br />~~~ ,.~ ~~
<br />/~~ ~ ~~
<br />~/~~>>%~>>%~'\
<br />'<<-<<-<<-<<~"
<br />//})//>/'/' /
<br />
<br />(1) SIMPSON H3
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN
<br />36")
<br />
<br />x
<br />-<(
<br />r:
<br />
<br />..
<br />~
<br />,
<br />
<br />2x6 P.T. SILL PLATE -
<br />w/ 1/2" DIA. BOLT @ 48"
<br />O.C. & 6" FROM PLATE /
<br />SPL~CES WI 3/16" 2X4 SPF FRAME WALLJ .
<br />x 2 WASHER STUDS@16."%'C'
<br />MAX.
<br />SIMPSON SP2
<br />OR EQUAL
<br />DSL. 2X8 W/ 1/2" PLYVVD. FUTCH PL. W/ SIMPSON LSTA18
<br />(OR EQUAL) w/ (7) 8d NAILS INTO STUDS AND (7) 8d
<br />INTO DSL. 2X8 ON EACH SIDE OF WINDOW
<br />2X4 P.T. SPACER
<br />
<br />2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
<br />OPENING (DBL. 2X4 EA, SIDE FOR WINDOWS WIDER lriAN
<br />36")
<br />
<br />L--- ...
<br />~MPSON H10 . ..
<br />OR EQUAL SIMPSON SP2~ v. ~ .1.
<br />
<br />OR EQUAL:~ I
<br />2X4 WI (4) 10d I
<br />AT EACH END _ .
<br />E-;-- .
<br />
<br />G ~ C.J. SILICON 1/4" GAP
<br />
<br />T i KNOCK-OUT BLOCK w/ (1) #5 CaNT.
<br />
<br />c:r ~ CONC. LINTEL WI (1) #5 CONT.
<br />
<br />SIMPSON DTC @16"O.C. W/(2) 8d
<br />TO BOTTOM OF GABLE & (4) 8d INTO
<br />2 x 6 SILL PLATE
<br />
<br />~x
<br />I-<{
<br />U)l:
<br />
<br />..
<br />~ X
<br />I-<{
<br />U\l:
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING. FASTEN Wllri
<br />10dx3" @ 4" OIC
<br />
<br />2
<br />~
<br />I
<br />
<br />~
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />10dx3" @ 4" O/C
<br />
<br />115<11
<br />SIMPSON H10 : : ~
<br />OR EQUAL SIMPSON SP/ v
<br />OR EQU AL
<br />SIMPSON DTC @16" O.C. w/(2) 8d
<br />~ I ........... TO BOTTOM OF GABLE & (4) 8d INTO
<br />2X4 wi (4) 10d :- v 2x6 SILL PLATE
<br />AT EACH END
<br />
<br />__________________I G "=C.J. SIUCON 1/4" GAP
<br />
<br />2x6 P.T. SILL PLATE /" I I 0 I ( )
<br />WI 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL~ I I KN CK-OUT BLOCK W 1 #5 CONT.
<br />O.C. & 6" FROM PLATE STUDS@16" O.C. ~ r,~ ~ONC LINTEL WI (1) #5 CONT
<br />SPLICES WI 3/16" MAX. ~ I :' .:c ,,/. .
<br />x 2" WASHER SIMPSON SP2 ~ l::::J
<br />OR EQUAL ~
<br />D8L. 2X8 W/ 1/2" PL YWD. FLITCH PL. W/ SIMPSON LSTA18 ':.
<br />(OR EQUAL) WI (7) 8d NAILS INTO STUDS AND (7) 8d I "
<br />INTO DBL. 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER -^V
<br />T II{
<br />-11
<br />I I
<br />I
<br />I TlTJ
<br />
<br />I : 11 1 MASONRY WALL (DESlGNED
<br />I 11 I AS CANllLEYERED)
<br />I : lL1 ..__RE-BAR BEYOND - SEE FILL CELL
<br />_I I ~ ---- ON PLAN
<br />
<br />I I In I 2X4 P.T. W/ 1/2"~ "J"
<br />: : ill i / BOLTS @ 24" O.C.
<br />
<br />, I T II J V SEE SECTION A/S1 FOR TYPICAL
<br />I I II ~FOUNDATION AND BLOCK WALL
<br />SEE SECllON A/S1 I ; WT DETAILS
<br />FOR SLAB DETS.\ lJ III I
<br />4===~ii I
<br />~J ~
<br />~~~) ~ I t~}:Y>>
<br />\.<<,/ A"/"< ~ v.z<<,<<<
<br />').~~ . . y~~
<br />~~ r-\ w~
<br />/~~~~<<~'\
<br />'''V>>)):Y)07'
<br />
<br />-
<br />
<br />2 X
<br />~-<t
<br />'l:
<br />U'l
<br />
<br />a
<br />ill
<br />
<br />MANUFACTURED WINDOW w/
<br />FRAME. SEE DET. B/52 FOR
<br />HEADER & SILL DETAILS
<br />
<br />CONC. SILL
<br />
<br />I
<br />'~~
<br />1 IV
<br />I I
<br />-I I
<br />
<br />MANUFACTURED WINDOW wi
<br />FRAME. SEE DET. 8/52 FOR
<br />HEADER & SILL DETAILS
<br />
<br />KNOCK-OUT BLOCK WI (1) #5 CONT.
<br />
<br />CONC. SILL
<br />
<br />x
<br />-<(
<br />r:
<br />
<br />a
<br />~
<br />.
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CANllLEVERED)
<br />
<br />x
<br />-<(
<br />r:
<br />~
<br />,
<br />
<br />-
<br />N
<br />
<br />2MTOPPL ~ II IJ
<br />./ ill. MASONRY WALL (DESIGNED
<br />2X4 P.T. SPACER ~ II I AS CANTILEVERED)
<br />lLlI ____ RE-BAR BEYOND - SEE FILL CELL
<br />2X4 SPF FRAME WALL~ ~~ ON PLAN
<br />STUDS @ 24" O.C, LLiLl
<br />MAX, :rhT
<br />2X4 P.T. SPACER ~ ili
<br />2X4 P.T. WI 1/2"<jl "J"~ 1ThT,
<br />BOLTS @ 24" O.C. rtH SEE SECTION A/S1 FOR TYPICAL
<br />~ FOUNDATION AND BLOCK WALL
<br />SEE SECTION A/S1 f\. II DETAILS
<br />FOR SLAB DETS. 1 I~ III I
<br />
<br />..{==- == ~j I h-.
<br />0%~ ~~ I ~%>>
<br />"V~~, ~ ~~""
<br />/>->>~~ ~ t>>/~"
<br />%<<<^ ~~/
<br />/>>>%"0P%>~)/~ ~'\
<br />'<<-<<<<<-<<*,"
<br />//})//>/'/' /
<br />
<br />-
<br />N
<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 />NOTE:
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />SEE SECllON D IS1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECllON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SECTION D IS1 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 />CONNECllON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />TYPICAL ALTERNATE BALLOON FRAME ~ GABLE END I A \
<br />- NOT TO SCALE \ S~ J
<br />
<br />AL TERNATE BALLOON FRAME ~ GABLE END OvER WINDOW I B \
<br />NICHE WALL DESIGN NOT TO 5CALE \ S~ I
<br />
<br />AL TERNATE BALLOON FRAME ~ GABLE END OvER WINDOW
<br />FLUSH WALL DESIGN . NOT TO SCALE
<br />
<br />f2\
<br />~
<br />
<br />-
<br />
<br />T~15 DE51GN 15 FOR A MA50NRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
<br />T~E DE51GN CALL5 FOR A TRAN51TION FROM MASONRY TO WOOD CON5TRUCTION AT A BOND BEAM T~AT
<br />~A5 BEEN DESIGNED TO MEET T~E 5TRUCTURAL REQUIREMENTS OF T~E FLORIDA BUILDING CODE 2 (Z\e>1,
<br />INCLUDING T~E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />T~15 DE51GN IS FOR A MA50NRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
<br />T~E DE51GN CALL5 FOR A TRANSITION FROM MA50NRY TO WOOD CON5TRUCTION AT A BOND BEAM T~AT
<br />~AS BEEN DE5rGNED TO MEET T!-lE STRUCTURAL REQUIREMENTS OF T!-lE FLORIDA BUILDING CODE 2e>e>1,
<br />INCLUDING T~E 5PECIAL WIND PROVISIONS GIveN IN 5ECTlON 2111.
<br />
<br />T!-l15 DESIGN 15 FOR A MA50NRY ~OME WITl-i A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
<br />T~E DESIGN CALL5 FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM T!-fAT
<br />!-fAS BEEN DE51GNED TO MEET T!-lE STRUCTURAL REQUIREMENTS OF T!-fE FLORIDA BUILDING CODE 2 (Z\e> I,
<br />INCLUDING T~E SPECIAL WIND PROViSIONS GIveN IN SECTION 2111.
<br />
<br />T~E GABLE END WALLS ARE STRUCTURALLY CONTINUOU5 FROM T!-lE FLOOR TO T!-fE ROOF (OR CEILING)
<br />D I AP!-lRA6M.
<br />
<br />T!-fE GABLE END WALL5 ARE 5TRUCTURALL Y CONTINUOU5 FROM T!-lE FLOOR TO T!-lE ROOF (OR CEILING)
<br />D I AP!-lRA6M.
<br />
<br />T!-lE GABLE END WALLS ARE 6TRUCTURALL Y CONTINUOU6 FROM TI-IE FLOOR TO TI-IE ROOF (OR CEILING)
<br />DIAP!-lRAGM.
<br />
<br />Q.
<br />X
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<br />->C
<br />CO
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<br />::I
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<br />
<br />D SAMUEL A. GREENBERG, FE. ~4245
<br />D T~UY I-L ~UYNH P E. -60122
<br />D IRWIN J. BENSON, F E. -4~158
<br />D All ABBAS t-iAKIM, P.E. #56186
<br />
<br />.~
<br />
<br />& CREATED 05-22-02
<br />
<br />TO Tl-4E eEST OF TI-iE ENGINEER'S I<NOJJLEDGE AND eEllS:, TI-iE
<br />eTRUcTURAL PLANS AND ePECIFICATIONE; COMPLY WITt-! TI-iE
<br />FLORIDA 6UILDING CODE, OECTION 1~~~ FOR 12~ MFt-! 3 OECOND
<br />ooE;T, EXFOOURE '6' WIND ZONE (2001 EDITION).
<br />Tl-ile DRAUJING AND DEE;IGN Ie VALID FOR 12 MONTI-iE; AFTER TI-lE
<br />DATE IT Ie elGNED AND eEALED.
<br />elGNED AND eEALED FOR TI-iE eTRUC1lJRAL PORTION OF Tl-ile
<br />DRAWING ONLY.
<br />
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<br />
<br />ENGINEERING, FA.
<br />P.o. BOX ~ - APOLLO eEACf4 - FLORIDA - '3&12
<br />R40NE - (81') 649 12>166 FAX - (81') 649 ~g&
<br />eB 49112> r['\ TKES[ DRA \;,INGS AND DESIGNS ARt THE JOINT PROPERTY OF DANSCO ENGINEERING, P,A. AND THE
<br />\SJCLIENT ON THIS PROJECT. ANY REPRODUCTION DR UNAUTHlJRIZED USE IS PROHIBITED. - 2003
<br />
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<br />
<br />120 MP~
<br />3 SEC. GUST
<br />
<br />6EAL"\ 5CAi.E NOTED
<br />DATE 5n2/02
<br />
<br />LENNAR ~OMEe
<br />
<br />,
<br />, c>>
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<br />co
<br />I
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<br />I~
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<br />
<br />TAMPA DIVlel~
<br />
<br />DRAUN B.V.
<br />N:/BLDCKS/STD 2001
<br />
<br />"'-
<br />
<br />BALLOON FRAMING DET AILe
<br />
<br />\...
<br />
<br />DE JOB NO. PM - 5021 66
<br />
<br />~
<br />
|