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SEE STRUCnJRAL NOTES AND NAIUNG SCHEDULE FOR SHEAl111NG DETA1L ~ ~'- 00 " ""-. II / TOP CORD BLOCl<ING FOR FIRST FOUR ROWS J OF TRUSSES 0 EDGES OF ~EA 111lNG TYPICAL 2x4- CROSS BRACE ~"" III @ 48" O.C @ EACH JOINT _.-,-._ _ "~ "l. W /(2) 10dx3" -..- - " SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEATl-tING DETAIL I 1:. lt~ 00 , I II''' II J TOP CORD BLOCKiNG FOR FIRST FOUR ROWS OF lRUSSES 0 EDOES~IIG 1'II"CAL 2x4 CROSS BRACE ~ @ 48~ D.C 0 EACH JOINT W/(2) 10dx3" /TOENAIL W/ (2) 16d NAILS r2x.4 OU11.0OKER 0 24" O,C. . .~ tlIJ ] ~ : ~SIMPSO H10 OR EQUAL C EA. TLOOKER 124, MAX i ...........-..L" BRACE TO EXTEND AT LEAST ?$ · ~ 90% Of WEB lENGltl (SEE TABLE ON SHEET ~ S3)ATTACHED 1.'1/ 10d NAILS @ 4" O.C. ;- II . .____VERTICAL WEBS@GABLE END ~ ~ , ,_ ARE C 16" O.C. (() ~ 1/2" CDX PLYWOOD OR 7/16" OSB ~ I, ~ SHEATHING ATTACHED W!1Od NAILS 0 6" a.c. , EDGES AND 12" e.c. FIELD i .....(2) 16d, ONE ON EACH SIDE Of "I' BlOCKING . /" ...)2) 16d I .!---,JI. ~ ~ DBL. 2M HEADER ~ i~' SiMPSON Hl0 - ~: "j OR EQUAL SiMPSON S?~------ - ./ I OR EQUAL I I III ./ TO BOTTOM OF GABLE & (4) 8d INTO 2X4 W/ (4) 10d : ~ 2x6 SIll PLATE ~ATEACHEND r:~'- 8 "-.C.J. SILICON 1/4" GAP 2x6 P.T. Sill PLATE ./ III I KNOCK-OUT BLOCK W/ (1) #5 CONT. W/ 1/2" DIA. BOlT @ 48" 2X4 SPF FRAME WALL ~ O.C. & 6" FROM PLATE STUDS @ 16" O.C. ~ ,.;~ ..,,-cONC. UNTEL wi (1) #5 CONT. SPLICES wi 3/16" MAX. ~ "r )( 2" WASHER SIMPSON SP2 OR EQUAL DBL 2X8 W/ 1/2" PLYWD. FUTCH PL WI SIMPSON LSTA18 (OR EQUAL) w/ (7) 8d NAILS INTO STUDS AND (7) 8d INTO DBL 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER )p SEE STRUCTURAL NOTES AND NAILING SCHEDULE I FOR SHEA1l1lNG DETAIL ~ LJt~ 00 j I It'."'. II / TOP CORD BLOCKlNG fOR FIRST fOUR ROWS .J OF TRUSSES 0 EDGES", ~EAiING ll'PlCAL 2x4 CROSS BRACE '" ~ @ 48" O.C @ EACH JOINT '" W/(2) 1Odx3" / TOENAIL W/ (2) 16d NAllS / r 2x4 OUTLOOKER 0 24" O.C. . "~ 00 T 2X4 SPF FRAME WALL STUOS ON EACH SlOE OF WINDOW OPENING (DSL. 2X4 EA. SIDE fOR WlNDOYiS WIDER -mAN 36") X <t :r: - Q I ~ 2x6 P. T. SILL PLA 1E - W/ 1/2~ DIA. BOLT @ 48~ O.C. & 6" FROM PLATE / SPL~CES W/ 3/16" 2X4 SPF FRAME WAU../ " x 2 WASHER STUDS 0 16" O.C. MAX. SIMPSON SP2 OR EQUAL DBL 2X8 WI 1/2" PLYWO. FUTCH PL W/ SIMPSON lSTA18 (OR EQUAL) W/ (7) ad NAILS INTO STUDS AND (7) 8d iNTO DBL 2.X8 ON EACH SIDE OF WINDOW 2.X4 P. T. SPACER 2X4 SPF FRAME WAll SllJDS ON EACH SIDE OF WINDOW OPENjNG (DBL 2X4 EA. SIDE FOR WlNDOWS WIDER -mAN 36") I "- SIMPSOCNlI~10 OR EQUAL I @ EA. OJ TLOOKER I 241 MAX I "L" BRACE TO EXTEND AT LEAST X I _____ 90% OF WEB LENG1l1 (SEE TABLE ON SHEET ~ r S3) ATTACHED W/ 10d NAILS @ 4" a.c. :- 1 ..............VERT1CAL WEBS @ GABLE END ~ l ____ ARE @ 16" O.C. ~ 2)(4 PANEL BLOCKING@48" O.C. ~ II ~ ~l:~?~X A~~~~/ fed 7tJ~" @O~ D.C. FOR THE FIRST 8'-0" OF END WALL EDt'f:'" AND 12" O.C. F1ELD FROM EA. END TYP. BOTTOM CORD Vt;..;> ATTACHED I W/ (2) )6;d Tor~AILS \ !I ~2) l6d, ONE ON EACH SIDE OF of' BLOCKING 1M / I 1!;J1 " . .__DBL 2X4 HEADER V'4 . · I 00 I" ~ I !---t~ ~ .....-- __ 1..-- I SIMPSON H10 · "." OR EQUAL SIMPSON SP2~ ~..,. "i OR EQUAL.~ I 2X4 w/ (4) 10d I I AT EACH END _ . ~ &. l:1i..',",= C.J. SILICON 1/4" GAP IT T KNOCK-OUT BLOCK W/ (1) 15 CONT. ~ V- CONC. UNTEL W/ (1) 1/5 CONT. '==' ;:r- 51 . "f.1 2x4- PANEL BLOCKING @ 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED w/ (2) 16-d TO~AllS / / I 1/1." I ]00 'f S; '!:: SIMPSON DTC 016" O.C. W/(2) 8<j ~~ &1)1: 2x4 ..,... ON TOP OF PANEL BLOCKING. FASTEN WITH 10dx3" 0 4" O/C ~ I (() 2><4 lOT" ON TOP OF PANEL BLOCKING. FASTEN Wl1l1 10dx3" @ 4" O/C SIMPSON OTC @16"0.C. W/(2) ad TO BOTTOM OF GABLE & (4) 8d INTO 2 x 6 SlLL PLATE ~~ &1)1: ~~ IE U\ SEE TYPICAL GABLE END BALLOON FRAME DETAIL FOR FRAMING DET- AILS BEYOND WINDOW (SEC. A/S6) '1 I 1 ~ ' -LJ1 ~- -rT- oJl 1 I I I : II I] I I II I .. MASONRY WALL (DESIGNED I II I AS CANTILEVERED) I : II I ____RE-BAR BEYOND - SEE FILL CELL . I . II.-+---- ON PLAN I : III I 2X4 P.T. WI 1/2"'" "J" : : : ~ :/ BOLTS () 24" O.C. I I III !, SEE SECTION A/S1 FOR TYPICAL I I II A' 7 FOUNDA TION AND BLOCK WAll SEE SECTION A/S1 I rtf' DETAILS FOR SLAB DETS."\ LJ h I 4===~ I~ ~%.~ ~J ~~ /~~": r-"\ ~~" ~* ,/)//)Y/~~'V ,<<~<<<<<<~'x //>-)7/)Y'/, / MANUFACTURED WINDOW W/ FRAME. SEE DET. 8/S2 FOR HEADER & SILL DETAILS CONC. SILL I ] A AV ; iV "I I MANUFACTURED WINDOW W/ FRAME. SEE DEl. B/S2 FOR HEADER & SILL DETAILS CONC. SILL ~ t . ~ I N MASONRY WALL (DES1GNED AS CANTIlEVERED) x t ~ I s::! 2X4 TOP PL V II I ~ / 111 , MASONRY WAll (DESIGNED 2X4 P.T. SPACER -./ II I AS CANTILEVERED) U.Ll~ RE-BAR BEYOND - SEE Fill CEll 2.X4 SPF fRAME WALL /' ~ ON PLAN STUDS ~ 24" O.C. l..,/ III I MAX. i T 2X4 P.T. SPACER ~ uh ~~~T~'~ ~{~ 1tr~ "J"~~ miI+H1I SEE SECTION A/51 FOR TYP1CAL L FOUNDATION AND BLOCK WALL SEE SECllON A/51 II DETAILS FOR SLAB DETS. 1 " III I ~= ~ I ~ . ~Yw5-~'\~ ~ ~ I ~~ 0.:: ~'V)~ ~ to:<~ '>~~'\ ~ ~~~. %~ I ~~/ /~0(~~~V' ""'Y>;Y)):Y)0/" oJ " I T'YPfCAL ALTERNATE BALLOON FRAME 17) GABLE END I A \ NOT TO ~ALe '6b I AL TERNATE 6ALLOON FRAME 17) NICi--lE WALl- DE8lGN GA6LE END OVER WINDOW (;;\ NOT TO 8CALE ~ AL TERNATE 6ALLOON FRAME 17) GABLE END OVER WINDOW Ie, Fl.U$H WALL DE81GN NOT TO 5CALE \ 56 r i f!-415 DESiGN (5 FOR A MASONRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT1-IEDRAL CEILING. THE DE51GN CALLe FOR A TRAN51TrON FROM MASONRY TO LUOOD CONeTRUCTION AT A BOND BEAM Tl-iAT HAS BEEN DESIGNED TO MEET TI-lE STRUCTURAL REQUlREMENT5 OF TI-lE FLORIDA BUILDING CODE 2001, rNCLUDING T1-IE SPECIAL WIND PROVIS!ONS GIVEN IN SECTION 2111. THI6 DESfGN IS FOR A MASONRY HOME WITi-t A GABLE ENDWALL ADJACENT TO A CAT1-IEDRAL CEILING. T1-IE DESfGN CALLS FOR A TRANSIT!ON FROM MASONRY TO WOOD CONSTRUCTION AT A BOND 8EAM THAT HA5 BEEN DE51GNED TO MEET T1-IE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODe 2001, INCLUDING THE SPECIAL WIND PROVl610N5 GIVEN IN SECTION 2111. T~IS DESIGN IS FOR A MASONRY 1-IOME WIT1-I A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING. THE DESIGN CALLS FOR A TRAN61T10N FROM MA$ONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-iAT ~A5 BEEN DEStGNED TO MEET T1-IE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING T~E 6PECIAL WIND PROVI510N6 GIVEN IN 6ECTION 2111. T!-4E GABLE END WALL6 ARE 6TRUCTURALL Y CONTINUOUS FROM T!-4E FLOOR TO T~E ROOF (OR CEILING) l DIAF~RAGM. Tl-1E GABLE END WALLS ARE 6TRUCTURALL Y CONTINUOUS FROM T1-IE FLOOR TO T1-IE ROOF (OR CEILING) DIAPHRAGM. T1-IE GABLE END WALLS ARE 5TRUCTURALL Y CONTINUOUS FROM THE FLOOR TO T1-IE ROOF (OR CEiliNG) DIAPHRA6M. D 5AMUEL A. GREENBERG, F.E. i3424S o Tt4UY t4. 14UYNI-t FE. ~g122 o IRW[~ J. 'BENSON, PE. .49158 D All A66A5 I4AKIM, FE. i'S618b D , & CREATED 05-22-02 TO THE eE&T Ol= THE ENUINEER'8 KNOUl.EDUE AND 6ELI8=, TJ..IE &TRUCTUAA.. F1..ANS ~ $FEC1FfCATION& COMPLY UJiTH TJ.-IE FLORIDA eolLoDING CODe, OECTION f~~6 FOR 12~ MRi 3 5ECONO GOer, EXP05U~ 'e' WINO ZONE (2001 EDITleN). THI6 DRAWING AND DEelGN i6 VAl..ID FOR 12 MONr~ ArrER TI-lE DAte IT 16 elGNt:D AND &EA!..EO. &raNED AND 5EAL.ED FOR THE 8lf(l..lCTURAl.. PORTiON OF THl& DRAWINC:a ON!.. Y. r D E DAN5CO ENGINEERING, P A p.o. sox 3400 - APOU..O BEACH - Fl.0RI0A .. 33&12 PI-4CNE .. (&13) 64& "166 FAX .. (813) 64& ~W ee 4&k'D roMS( ~'tIIIGS ~ OCSIGNS ARE THE JOINT PRDPERTY Of' IlANSCO ENGINEERING, PA AND ThE ~aJENT ~ THIS PROJECT. ANY REPRl1DUCTll1'l DR UNAUTHORlZEll USE IS PRIl1LBITED. - 2003 "' 12(2) MP~ 3 6EC. GUST - eeAI.."\ ecAl..e NOTED DATE &n2/m LeNNAR t10MEe TAMPA OIYfel~ PRAtLN S.Y. NI/BLDCKS/STD 2001 ~ 6AJ...l.OON FRAMING DE'f AILe DE Joe NO. PM - 5~21 u j \...