|
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE I FOR SHEATHING DETAIL ~
<br />
<br />
<br />t Jt~ ta3
<br />TOP ~ORD I~LOC'~ FOR FIRST )OLR ROWS
<br />OF TRUSSES @ EDGES~~OF~SHEA Tl-JI,NG TYPICAL
<br />2x4 CROSS BRACE
<br />@ 48" D.C @ EACH JOINT
<br />W /(2) 10dx3" "
<br />
<br />)p
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />/ r2x4 OUTLOOKER @ 24" O.C.
<br />
<br />" "1'1 ta3
<br />
<br />
<br />1 1
<br />~SIMPSO H10 OR EQUAL
<br />@ EA. UTLOOKER
<br />'41 MAX.
<br />_______"L" BRACE TO EXTEND AT LEAST X
<br />~ 90% OF WEB LENGTH (SEE TABLE ON SHEET ~
<br />S3) ATIACHED W/10d NAILS @ 4" O.C. ~
<br />~
<br />I
<br />(()
<br />
<br />SEE STRUC1URAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL ~
<br />
<br />t Jt~ M
<br />I 11.'- II /
<br />TOP CORD BLOCKING FOR FlRST FOUR ROWS J
<br />OF TRUSSES @ EDGES, ,AiING TYPICAL
<br />
<br />2x4 CROSS BRACE ~"'!I
<br />@ 48" O.C @ EACH JOINT "
<br />W/(2) 10dx3"
<br />
<br />il;
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />r2x4 OUTLOOKER @ 24" O.C.
<br />
<br />M
<br />
<br />~'- SIMPSON H10 OR EQUAL
<br />I @ EA. OUTLOOKER
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I ~VERllCAL WEBS @ GABLE END
<br />
<br />2x4 PANEL BLOCKING @ 48" O.C. ~ I ...--1/2" COX PLYWOOD OR 7/16" osa
<br />FOR THE FIRST 8'-0" OF END WALL II~ / ~~::G :~:~:/ ,~ NAI~ .6" DC
<br />FROM EA. END TYP. BOTIOM CORD EDGES AND 12" O.C. FIELD
<br />ATTACHED, W/ (2))~d TOErAILS 1\ I /(2) 16d, ONE ON EACH SIDE OF", BLOCKING
<br />
<br />I t4 I" "I I lQ I. 'I I l/tf"'-: ~ / ~DBL. 2X4 HEADER
<br />
<br />2x4 ", ON TOP OF PANEL J SIMPSON HH~O.../ : :1: SIMPSON DTC@16"0.C.W/(2)3d
<br />BLOCK~~~'x~.^~TE~. ~~ OR EQUAL / I /TO BOTIOM OF GABLE & (4) 8d INTO
<br />SIMPSON SP2 L I 2 x 6 SILL PLATE
<br />OR EQUAL ~ ~I
<br />
<br />2X4 w/ (4) 10d ~ ,-
<br />AT EACH END l2R ""'-C.J. SILICON 1/4" GAP
<br />
<br />n=rr
<br />~~
<br />
<br />SEE STRUC1URAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEATHING DETAIL
<br />
<br />I
<br />+- .~ ta3 j
<br />r JT ."- II J
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS
<br />OF lRUSSl:S . EDGES~NG 1'IP1CAl
<br />
<br />2x4 CROSS BRACE .1
<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: fJ(I
<br />
<br />)p
<br />
<br />I L SIMPSO~ H10 OR EQUAL
<br />I @ EA. C UTLOOKER
<br />I '4' MAX.
<br />
<br />I "L" BRACE TO EXTEND AT LEAST X
<br />I ____ 90% OF WEB LENGTH (SEE TABLE ON SHEET t
<br />I S3) ATIACHED W/ 10d NAILS @ 4" O.C. ..
<br />
<br />I ....--VERllCAL WEBS @ GABLE END ~
<br />L ___ ARE @ 16" O.C. ~
<br />I ____ 1/2" COX PL YWOOO OR 7/16" OSB
<br />I ~ SHEATl-JING ATTACHED W/ 10d NAILS @ 6" O.C.
<br />EDGES AND 12" O.C. FIELD
<br />
<br />I ..--(2) 16d, ONE ON EACH SIDE OF ", BLOCKING
<br />____DBL. 2X4 HEADER
<br />
<br />" "F.
<br />
<br />)p
<br />
<br />~
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WlTH
<br />10dx3" @ 4" O/C
<br />
<br />~VERllCAL WEBS @ GABLE END
<br />~ . ARE @ 16" O.C.
<br />~ 1/2" CDX PLYWOOD OR 7/16" OSB
<br />t~~ ~~E~IRBS\O~~~NO~ ~F 4~~DO'~ALL ~ / ~~~;~~~~ ~~A~~~D FI~~ 10d NAILS @ 6" O.C.
<br />FROM EA. END TYP. BOTIOM CORD ~:
<br />ATTACHED W/ (2) 16-d TOE~AILS 2) 16d, ONE ON EACH SIDE OF ", BLOCKING
<br />. . / / I \ ...J (2) 16d
<br />I D./ I"" I I I' I ~t1 ~~ --DBL. 2X4 HEADER
<br />
<br />SIMPSON H10 -:--------i : - ::
<br />OR EQUAL SIMPSON SP/ V 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 : . ,/' 2x6 SILL PLATE
<br />AT EACH ENDr::C:~;J
<br />. ... - - -------- ~ ~c.J. SILICON 1/4" GAP
<br />
<br />2x6 P.T. SILL PLATE -------- / T T / ( )
<br />W/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL~ II I KNOCK-OUT BLOCK W 1 #5 CONT.
<br />O.C. & 6" FROM PLATE S1UDS@ 16" ~.C. I' ~I ~ONC. LINTEL W/ (1) #5 CONT
<br />SPL!.CES W/3/16" MAX. ~ V .
<br />x 2 WASHER SIMPSON SP2
<br />OR EQUAL
<br />DBL. 2X8 W/ 1/2" PL YWD. FUTCH PL. W/ SIMPSON LSTA18
<br />(OR EQUAL) W/ (7) 8d NAILS INTO S1UDS AND (7) 8d
<br />INTO DBL. 2X8 ON EACH SIDE OF WlNDOW
<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 />ATIACHED W/ (2) 16-d TOENAILS :\
<br />j / 1\
<br />lOG/I"" I I I' I
<br />
<br />,
<br />~
<br />~t~ " :
<br />
<br />"41 MAX.
<br />
<br />"L" BRACE TO EXTEND AT LEAST ~
<br />__ 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)-r
<br />ATIACHED W/10d NAILS @ 4" O.C. ~
<br />~
<br />I
<br />
<br />2x6 P.T. SILL PLATE ----- 2X4 SPF FR~ME WALL
<br />W/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C.
<br />O.C. & 6" FROM PLATE MAX.
<br />SPLICES W/ 3/16" 2XB P.T. W/2 ROWS OF 3/16"0 -
<br />x 2" WASHER x2 1/4" TAPCONS @ 12" O.C. (MAX.)
<br />
<br />(1) SIMPSON H3
<br />
<br />2X4 SPF FRAME WALL S1UDS ON E.ACH SIDE OF WlNDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WlDER THAN
<br />36")
<br />
<br />CONC. SILL
<br />
<br />X
<br /><t
<br />L
<br />
<br />a
<br />~
<br />I
<br />N
<br />
<br />2x6 P. T. SILL PLATE -
<br />W/ 1/2" DIA. BOLT @ 48"
<br />O.C. & 6" FROM PLATE /
<br />SPL!,CES W/ 3/16" 2X4 SPF FRAME WALLJ .
<br />X 2 WASHER S1UDS @ 16"'~'C'
<br />MAX.
<br />SIMPSON SP2 /
<br />OR EQUAL I
<br />DBL. 2X8 W/1/2" PLYWD. FUTCH PL. W/ SIMPSON LSTA18 I L
<br />(OR EQUAL) W/ (7) 8d NAILS INTO S1UDS AND (7) 8d ^
<br />INTO DBL. 2X8 ON EACH SIDE OF WlNDOW AV
<br />2X4 P.T. SPACER I IV
<br />I I
<br />~I I
<br />
<br />J..--- I ........
<br />SIMPSON H10 _______" " "
<br />OR EQUAL SIMPSON SP2---- _ ; ""
<br />
<br />OR EQUAL :z
<br />2X4 W/ (4) 10d
<br />AT EACH END ~
<br />"
<br />
<br />
<br />-Q "= C.J. SILICON 1/4" GAP
<br />1 1 KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />D' ~ CONC. LINTEL W/ (1) #5 CONT.
<br />8
<br />
<br />I
<br />
<br />I
<br />, SIMPSON DTC @16"0.C. W/(2) 8d
<br />./ TO BOTIOM OF GABLE & (4) 8d INTO
<br />/ 2 X 6 SILL PLATE
<br />
<br />~X
<br />l<t
<br />U)I:
<br />
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN W1TH
<br />1Ddx3" @ 4" O/C
<br />
<br />.
<br />~ X
<br />'<t
<br />U)I:
<br />
<br />~~
<br />'I:
<br />U)
<br />
<br />-
<br />~
<br />
<br />SEE TYPICAL GABLE END BALLOON
<br />FRAME DETAIL FOR FRAMING DET-
<br />AILS BEYOND WlNDOW (SEC. A/S6)
<br />
<br />I I
<br />I ~ '
<br />-r1f--
<br />-11
<br />I I
<br />I .
<br />'I : "II II.J
<br />I MASONRY WALL (DESIGNED
<br />I I III " AS CANllLEYERED)
<br />I I I RE-BAR BEYOND - SEE FILL CELL
<br />11.-1- ON PLAN
<br />~ II I '~I I
<br />I 2X4 P.T. W/ 1/2"~ "J"
<br />: : ::l : / BOLTS @ 24" O.C.
<br />
<br />I I III !. SEE SECllON A/S1 FOR TYPICAL
<br />, I. II A' ~FOUNDA 11 ON AND BLOCK WALL
<br />SEE SECTION A/S1 I ; YIi I DETAILS
<br />FOR SLAB DETS.\ LJ II I
<br />4==~i; 1-...
<br />~"{-~'Y"",,,~ ~J~ . ~'" 'Y",,-:
<br />\';//~~ ~ '>'Y/~'jy
<br />'\(/,,'\(/,,'\(/, ,,'\(/,,'\(/~.
<br />/)Y/~~ ~ ><<~'\
<br />%~ / ,~~/
<br />/~~~~~<<.
<br />,"";;'/>;yj)Y>>/,,",
<br />
<br />MANUFAC1URED WlNDOW W/
<br />FRAME. SEE DET. B/S2 FOR
<br />HEADER & SILL DETAILS
<br />
<br />MANUFACTURED WlNDOW W/
<br />FRAME. SEE DET. B/S2 FOR
<br />HEADER & SILL DETAILS
<br />
<br />a
<br />ill
<br />
<br />KNOCK-OUT BLOCK W/ (1) #5 CONT.
<br />
<br />2X4 P.T. SPACER
<br />
<br />..jl~
<br />-I ,
<br />- 1 I
<br />T T
<br />
<br />(1) ROW 2X BLOCKING @ ~ * =*
<br />MID-HEIGHT FOR WALL I I
<br />HEIGHT < 8'-6" AND (2) -./ l' I
<br />a ROWS @ 1/3 PTS. FOR T R 2X4 P.T. W/ 1/2"~ "J"
<br />ill WALL HEIGHTS> 8'-6" 11 I I / BOLTS@24"0.C.
<br />SIMPSON SP1 'T L1
<br />OR EQUAL.~ I IT SEE SECllON A/S1 FOR TYPICAL
<br />SEE SEC110N A/S1 ~ 4 FOUNDA110N AND BLOCK WALL
<br />FOR SLAB DETS. \ I' U / ~ DETAILS
<br />
<br />~=~ .~
<br />~~~ ~ .~~
<br />/~~ r~ ~~'\
<br />/~~~~~<<~
<br />,,,y>;yj)Y>>/'
<br />
<br />2X4 SPF FRAME WALL S1UDS ON EACH SIDE OF WlNDOW
<br />OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WlDER THAN
<br />36")
<br />
<br />CONe. SILL
<br />
<br />X
<br /><t
<br />L
<br />~
<br />I
<br />
<br />MASONRY WALL (DESIGNED
<br />AS CAN11LEVERED)
<br />
<br />X
<br />~
<br />r:
<br />
<br />.
<br />~
<br />I
<br />
<br />II I
<br />II I MASONRY WALL (DESIGNED
<br />I, I AS CANTILEVERED)
<br />liJ. ___ RE-BAR BEYOND - SEE FILL CELL
<br />2X4 SPF FRAME WALL~ TT:t~ ON PLAN
<br />STUDS @ 24" O.C. lLL
<br />MAX. I TilT
<br />2X4 P.T. SPACER ~ I:~ I
<br />2X4 P.T. W/ 1/2"~ "J"~ T T
<br />BOLTS@24"0'C'+MIISEESECllONA/S1FORTYPICAL
<br />L FOUNDA110N AND BLOCK WALL
<br />SEE SEC110N A/S1 '"' II DETAILS
<br />FOR SLAB DETS. 1 " III I
<br />
<br />?=-=~ 1--
<br />~Y"",V",>>~ 'c ,,", I' ~"" :\:
<br />~~~ ~ ~~~
<br />'<,,~~~ . . ~~~
<br />~~ ~#~
<br />/~~~~~<<'~
<br />'''Y'fYj)Y>>/'
<br />
<br />2X4 TOP PL. ,/
<br />
<br />
<br />2X4 P.T. SPACER /
<br />
<br />-
<br />N
<br />
<br />NOTE:
<br />
<br />NOTE:
<br />
<br />NOTE:
<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 />CONNECllON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />SEE SECllON D/S1 FOR
<br />FRAME TO MASONRY WALL
<br />CONNECllON @ ENDS OF
<br />BALLOON FRAME WALL
<br />
<br />TYPICAL AL TERNA TE BALLOON FRAME {i) GABLE END
<br />NOT TO 5CALE
<br />
<br />(;\
<br />~
<br />
<br />AL TERNATE BALLOON FRAME {i)
<br />NIC~E WALL DE51GN
<br />
<br />GABLE END OvER WINDOW (;:\,
<br />NOT TO 5CALE 5~ r
<br />
<br />AL TERNATE BALLOON FRAME {i) GABLE END OvER WINDOW I C '-
<br />I=LU5~ WALL DE51GN NOT TO 5CALE '5~ J
<br />
<br />Tl-tIS DESIGN IS FOR A MASONRY l-tOME WITl-t 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 DESIGNED TO MEET Tl-tE STRUCTURAL REQUIREMENTS or: Tl-tE FLORIDA BUILDING CODE 2~~1,
<br />INCLUDING Tl-tE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />Tl-tIS DESIGN IS FOR A MASONRY l-tOME WITl-t 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 DESIGNED TO MEEi T~E STRUCTURAL REQUIREMENTS or: T~E FLORIDA BUILDING CODE 2~01,
<br />INCLUDING T~E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
<br />
<br />Tl-tIS DESIGN IS FOR A MASONRY l-tOME WITI-t A GABLE ENDWALL ADJACENT TO A CATI-tEDRAL. CEfLfNG.
<br />T~E DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM T~AT
<br />I-tAS BEEN DESIGNED TO MEET Tl-tE STRUCTURAL REQUIREMENTS or: Tl-tE FLORIDA BUILDING CODE 2~01,
<br />INCLUDING Tl-tE SPECIAL WIND PROVISIONS 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 APl-tRAGM.
<br />
<br />Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILfNG)
<br />DIAP~RAG:M.
<br />
<br />Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILfNG)
<br />D I APl-tRAGM.
<br />
<br />:L
<br />:z:
<br />
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<br />CI
<br />
<br />~
<br />cD
<br />CD
<br />a
<br /><:)
<br />...
<br />:::I
<br /><
<br />
<br />D SAMUEL A. GREENBERG, P.E. i34245
<br />D T~UY H. HUYNH, P.E. ~6@122
<br />D IRWIN J. BENSON, P.E. .4~l58
<br />D ALl ABBAS HAKIM, P.E. ~6l86
<br />
<br />-
<br />~
<br />
<br />~ CREATED 05-22-02
<br />r
<br />
<br />TO Tl-4E 6EST OF TI-IE ENGINEER'S KNOWLEDGE AND 6ELlS:, Tl-IE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITl-I Tl-IE
<br />FLORIDA 6UILDING CODE, OECTION lbiZlb FOR 12iZl MPl-I 3 5ECOND
<br />OOST, EXP05URE '6' WIND ZONE (2001 EDITION).
<br />Tl-IIS DRAWING AND DESIGN IS vALiD FOR 12 MONTl-IS AFTER Tl-IE
<br />DATE IT IS SIGNED AND 5EALED.
<br />SIGNED AND 5EALED FOR TI4E ST~TURAL PORTION OF Tl-l15
<br />DRAWING ONLY.
<br />
<br />...
<br /><:)
<br />...
<br />
<br />~
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<br />
<br />12 (2) MPl-i
<br />3 SEC. GUST
<br />
<br />6EAL"\ 5CALE NOTED
<br />DATE 5n2/02
<br />
<br />D ANSCO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. BOX ~ - APOLLO 6EAa4 - FLORIOA - 33612
<br />Pt-k::lNE - (813) 64& (Dt66 FAX - (813) 640 ge.~
<br />eB .4 e.. t(D t[\ THESE DRA \.lINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P,A, AND THE
<br />""t'Q \SICLIENT ON THIS PR1JJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED, - 2003
<br />
<br />DE
<br />
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<br />
<br />LENNAR ~OME5
<br />
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<br />i:D
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<br />
<br />TAMPA OlYI61ON
<br />
<br />DRAUN B.Y.
<br />N:/BLOCKS/STD 2001
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<br />
<br />6ALLOON FRAMIl\lG DET AILe
<br />
<br />\....
<br />
<br />DE JOB NO. PM - 5021 e6
<br />
<br />...)
<br />
|