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/BACKNAIL Wj (2) 16d NAILS SEE STRUC1URAL NOTES AND NAiliNG SCHEDULE FOR SHEAn1ING DETAIL .IN\,; 7 r2'x4' OU11..00KER @ 24' O,C. / / / (OPll0NAL - SEE ELEYAll0NS) ~ ~V'~ DI / //~ :\. ~'r'\I I SIMPSON H10 OR EQUAL I " / l\ @ EA, OUTlOOKER TOP CORD BLOCKIN ~FOR FIRST FOUR ROWS - / I ~ DOUBLE TOP PLATE OF TRUSSES I) EDC S OF SHEA1111NG TYPICAL II" " / / 124' MAX.I 2"x4' CROSS BRACE 7/8" srucco FINISH PER ASTId C, 926 51 PSON LSTA12 @ EA. 5 D AT RIDGE FASTENED APPLY 3 LAYERS W/ TOTAL TI-HCKNESS 7 /8" ~~ AT EACH JOINT WI OVER METAL LATH. FIRST 21AYERS 3/8" -r-.-...... ~ (2) 10dx3" TI-HCK EACH. 3RD LAYER 1/8 THICK. ~ 2X6 FRAMED WALL - SEE V WALL SECll0N FOR SPACING ~ ~~/2" CDX PLYWOOD OR 7/16" 2'x4' PANEL BLO( KING @ 48' O.C. OSB SHEAmlNG ATTACHED W/10d FOR mE FIRST (4 ROWS OF TRUSSES - ~ NAILS @ 6' O.C. EDGES AND 12' O.C. FROM EA. END fyb. TOP & BOTTOM FIELD ATTACHED Wj (2) 1~ld TOENAILS r--(2) 16d NAILS , DI! I I I 1 "l.:~~ ~2'x4' BLOCKING 5/8" OR 1/2" CEILING DENSE~ \ 2"x4" "T" ON TOP OF PANEL GYPSUM WALL BOARD FASTENED I. "-BLOCKING, FASTEN iMTH iMTH 8d COOLER NAILS OR 1 1/4' LONG , 10dx3" @ 4" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL 7/8" srucco FINISH PER ASThl C. 926 APPLY 3 LAYERS wi TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 21AYERS 3/8" TI-HCK EACH. 3RD LAYER 1/8 THICK. ~SIMPSO{ H10 OR EQUAL @ EA. UTLOOKER 24' MAX. i" /'L" BRACE TO EXTEND AT LEAST I 90% OF WEB LENGTH (SEE TABLE) 2"x6" P.T. SILLl r I ~ABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. I / 1/2" CDX PL YWOOO OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL ~ I ~SHEAmING ATTACHED WI 10d NAilS @ 6" O,C. FROM EA. END TYP. BOTTOM CORD I EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TO~.NAILS " "/C . , . / / , '_ 10dx3@3 0 THROUGH !:t!P . ~ ,.,.-- CHORD INTO 2"x6" P. T. PLATE D(I I. . I j I t4 I i! I I 1\:~ / . 2"x4" "T" ON TOP OF PANEL / ~J 0lt ~ BLOCKING, FASTEN iMni~ cf:. ::..>=~, 10dx3" @ 4" O/G ;1 r MOISTURE BARRIER 5/8" OR 1/2" CEILING DENSE i I I GYPSUM WALL BOARD FASTENED .,L -1., SIM~SO~ META20 OR EQUAL iMTH 8d COOLER NAILS OR 1 1/4" LONG '::c:::I:_ @ 4 -0 O.C. TYPICAL DRYWALL SCREWS COMPLYING iMTH ASnA C1002 FOR FIRST 8'-0" FROM END WALL @ 4" OjC TYPICAL SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEATHING DETAIL I + DN.. ~ D(I j I II ~~, II J TOP CORD BLOCKING FOR FIRST FOUR ROWS OF mUSSES @ EDGES OZ S~EAmING TYPICAL 2"x4' CROSS BRACE "- "- II A T RIDGE FASTENED AT EACH JOINT WI '" (2) 10dx3" / TOENAIL WI (2) 16d NAILS / r2"x4" OUTLOOKER @ 24" O.C. N " of. 11'-~' MAx. Pi 1 ) A~. I ~ 2~'-~' MAX ..- "X" BRACE SEE --" '1 DET. J/S3 \ I 2~'-~' MAX ..- r~ONllNUOUS BOTTOM COR BRACING / ~"X4" MIN. (SEE DETAIL M S3) cj w END JACK * ~< I cj w Cl Z W 0.. I '" / ~--:- ,X - <( ~:::::!!: -......... Cl Z W ~ x g:. ,<( ~~ ~ I ~ ~ , ~ ~ I ~ ~ , ~ ~ I ~ ~x . :.:.<(~ 'C,:::::!!:f- * ",,:::'" (: ~/ ~~:INIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCA 1l0NS) (2) 16d PER JOINT "'. '" '" ~--:- ,x - <( ~:::::!!: -......... ---- " * ~ ---- >< >1 , M '\:ONllNUOUS BOTTOM CORD BRACING 1"x4" MIN. / / / >< ____w -' en <( <..::> IX W o IX l5 Q. I ,~ ~ Of- CORNER JAC * ~ u < "") ~ * ..... ~--:- ,x - <( ~:::::!!: -......... ---- ---- 0:: W Z 0:: o U >< ~ cj w IT--- .. .. ..~ , cj w 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE bF ADJACENT TRUSS) CROSS BRACING DETAIL 5CALE: N.T.5. J , J , S3 J NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDIllONAL PERMANENT BRACING 1l1A T MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WIS. ~ TOP & BOTTOM CORD GABLE END BRACING @ 4' -0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES - --=- UPLIFT CONNECTIONS - HIP FRAMING 5CALE: N.T.5. (;\ '~ 1/2"'/) ANCHOR BOLT @ 48" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2"0 PLATE WASHER SECTION ~ * USE SIMPSON META20 (OR BETTER) CONNECTORS (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS @ FRAME WALLS & SIMPSON H5 @ HIP JACK TO FRAME WALLS. SECTfON 5CALE: N.T.5. I , 1 , S3 J REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I L \ AS PER HIB 91 5CALE: N.T.5. ~ 2"x4" PANEL LOCKING @ 48 FOR TriE FIRST (4) ROWS OF TRU FROM EA. END TYP. TOP & BOTTO ATTACH~DII/ (2) 16-d TOEnAILS ,l- IXII I I I M I 5/8" OR ~/2" CEILING DENSEJ GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG - DRYWALL SCREWS COMPLYING WlTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL SEE STRUCllJRAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL '\ (BACKNAIL w/ (2) 16d NAILS \ r2"x4" OUTLOOKER @ 24" o/c A. ./ Da ,:;;c.,NG FOR RRST FOU~I ~'MPloN Hl0 OR EQUAL S EDGES OF SHEA11-1ING TYPICAL I @ EA. OUTLOOKER I ~4" MAX~ I V'L" BRACE TO EXTEND AT LEAST } 90% OF WEB LENGTH (SEE TABLE) I I ~ABLE TRUSS I VJ/2" COX PLYWOOD OR 7/16" I VOSS SHEAmlNG ATTACHED WI 10d NAilS @ 6" O.C. EDGES AND 12" O.C. I FIELD I I /(2) 16d NAILS V rSIMPSON HGA10 @ 36" O.C. /'_ 2"x4" "T" ON TOP OF PANEL I'\: Vqp-'"BLOCKING, FASTEN WITH W 10dx3" @ 4" O/C TUD WALL (SEE TYP. SEC.) NAIL lJ7 ......" <:: .A r ~ " I. I. I. I 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O,C,~ "L" BRACE 1- : v 16d ATTACHED wi 10d NAILS ,.-~ l- @ 4" O.C. TYPICAL ~ ). J I IV ~'::t..--...../ ./ --.. GABLE TRUSS WEs-I DOUBLE 'L' BRACING DETAIL J , ~ Ie- . 7/8" srucco FINISH PER ASThl C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8-____ I'-. OYER METAL LATH. FIRST 21AYERS 3/8" ______I '\ THICK EACH. 3RD LAYER 1/8 THICK, ~ ('\Cr. ~ TOP OR OF mus 2.x4" CROSS BRACE AT RIDGE FASTENED AT EACH JOINT WI (2) 10dx3" PRE -ENGINEERE~ ' WOOD TRUSSES \ I' OVERLAP 1'RUOO 6RACIN~ AT LEAST TWO TRUSS SPACES ~I _ ~-M ~ ~ "'" .: 5CALE: N.T.5. 5 \ S3 J ~~ fr (3) 2" x 4" LAMINAT10NS W/ (1) ROW OF STAGGERED 30d COMMON iMRE NAILS (D = 0,207", L = 4 1/2") OR EQUAL f & \, ~'NIMUM (2) 16d PER JOINT\ . ~INIMUM 2"x4- TRUSS BRACING ~ F TRU66 BRACING OVERLAP DETAIL 5CALE: N.T.5. (M, S3 r 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O,C.----.::~~ "L" BRACE 1- ; V- 16d ATTACHED wi 10d NAILS - i~ @ 4" O.C. TYPICAL~. ^~ l ./ --.... GABLE TRUSS WEB~ NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINAT10N 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF S.U.C., SAME NUMBER OF ROWS, SAME SPACING) 4) FOR 4-PL Y, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 6) REFER TO NDS SECT10N 15.3 FOR ADDIT10NAL INFORMAT10N SIMPSON SP2 @ EACH STUD ..-==.. DBL. S.P.F.TOP PLATE SINGLE ilL II BRACING DETAIL 5CALE: N.T.5. I , 6 , S3 f TYPICAL NAILING 6CHEDULE6 FOR BUILT -UP COLUMN6 I 5CALE: f'.LT.5. \ ?\ 53J -=- SECTION - '-- I I 12" MAX. I, I I -4' L :::,. '~ .:.:.:.:.:.:.:.:.:.::~:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.~: .:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:J::.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.::~:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:If::':':':.:.:':.:':':.:'l. .:.:.:.:.:.:.:.:.:.:.::t.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.: ....... .. .'.~l... . ... .. .. ... .':'~ ..... ........... .Ir......... ... ........... ..~'.... .... . " ........... ...it.......... .. ........... '.~'..... .... ... 10.......... ...... II I \ I II II ~ I II II II ~ I ~ lLJLJ II LJI ~ ~ I I1II \- II II II II II Y:ONT. BEARING "'~ "'~ ~ ~y 12 ;?,7 I ~/ ~/ r""'" ~ I ABLE TRUSS ~ ~ ~V 7~~V ~II V....... ABLE TRUSS 5CALE: N.T.5. I 4 \ \ S3 J ~ I /TOENAIL W/ (2) 16d NAILS 10dx3" O/C @ 6" O/C TYPICAL if." 4" OUTLOOKER @ 24" O.C. I WI (2) 10d PER JOINT D(I ~,. RUNNERS I IS\ ~ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE ND LOCA 1l0N) ~ "L" BRACE WI 10d @ 4" olc (SEE SCHEDULE FOR SIZE AND LOCATION) ~ ~ ~ V~ IL I BRACING REQUIREt"tENT8 I f;;\ ~ f;;\ ~ r-.... '~~~ STUD NO (1) 2"x4" (2) 2"x4' (2) 2"x6" SPACING "L" BRACE "L" BRACE "L" BRACE 'L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" .- 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0. ,- 10'-0" 10'-0" - 14'-0" SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING ~ '~ ~~ ~ -r rI ............. NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. r r r ALTERNATE NON-DROP GABLE END DETAIL 5CALE: N.T.5. ~ \H >, - L ONT. BEARING DBL TOP PLA lE I-< 1'1 H tl GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC-TlJRAL NOTES FOR W1ND SPEED SPECIFlCATION 5CALE: N.T.5. \ ~SruDS @ 16' O.C. LSIMPSON HGA10 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC1URAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 @ EACH S1UD SCALE: N.T.5. D 5AMUEL A. GREENBERG, FE. #34245 D T1-4UY 1-4. l-lUYNH F.E. .~0122 D IRWIN J. BENSON, FE. 4t4~1S8 D All ABBAS l-lAKIM, FE. *'S0180 .:> ll: ::::. a.. ,,:z: Q D >- :-01 .a 2) .>ol: ~ t:lI) .. cD o "0 or 0 .. - is;) ~ -< r---- I-- ~ ~ --'- r-" - r-- I~ - 1 -- ---- 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCA 1l0N ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAYBE PLACED ON EimER TOP OR BOnOM OF mE BonOM CORD) SEE STRUCTURAL NOTES AND NAILING \ (BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL r2"X4" OUTLOOKER @ 24" O,C. 1 D(I D(I., .' 'M I II II ys. :t 1 ~SIMPSON H2.5 OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR RO -f @ EA. OUTLOOKER OF mUSSES r EDGES OF sHEAmlN1TYPICAL I 2X4 CONT"L" BRACE FASTENED W/ ) /(2) 10d 3"@ 24" O/C. CMID HEIGHT I ~2X4 KICKER@ 8'-0" O/C. 2"x4" CROSS BRACE >y ~ .{ AT RIDGE FASTENED I r"L" BRACE TO EXTEND AT LEAST AT EACH JOINT WI Y 90% OF WEB LENGTH (SEE TABLE) II (2) 10dx3" II I /~~~S~~D~~R~ ~LO~~ING J. I)IJ ~ , . j \,/' . "(:~ I/ABLE TRUSS ~YPSUM WALL BOARD/ J I r ...----1/2" COX PL YWOOO OR 7/16" ass 2"x4" LEDGE (MATCH BOTTO V SHEAmlNG ATTACHED WI 10d NAilS @ 6" O.C. CHORD SLO OF ADJACENT I EDGES AND 12" O,C. FIELD SCISSOR SS) I ----MOISTURE BARRIER 2"x4" PANEL BLOCKING @ 48" O.C. I"! ~ V .., FOR THE FIRST (4) ROWS OF TRUSSES 11. SIMPSON HETA20 OR EQUAL FROM EA. END TYP. BOTTOM CORD /1: ~ @ 6'-0" O.C. TYPICAL ATTACHED w/ (2) 16-d TOENAILS J 2"x6" P.T. SILL......! /1 1 ALTERNATE SIMPSON LSTA18 1/2"'/) ANCHOR BOLT @ 48" o.c.J I I STRAIGHT STRAP @ 4'-0" o/c ..L -1., ALIGNED WITH GABLE WEB. ~cr ATTACH TO TRUSS W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. GABLE TRUSS TRUSS VERTICAL & REVISED 08-15-03 ~ CREATED 01-02-02 TO THE BEeT OF THE ENUINEER'5 KNO.l.JLEDGE AND BELIEF, THE 5TRUCTURAL PLANe AND ePECIFICATIONe COMPL'T' LUITH THE FLORIDA 6UILDING CODE, 5ECTION 1~0~ FOR 12~ MPH 3 eECOND GUeT, EXP05URE '6' LUIND ZONE (2~~1 EDITION). THI5 DRALUING AND DE51GN 15 VALID FOR 12 MONTHe AFTER THE DATE IT Ie 51GNED AND OEALED. 51GNED AND 6EALED FOR THE 5TRUCTURAL PORTION OF THI6 DRAWING ONL'T'. - .... ,... 0 - .... t) I ~ ~ ~ 12 ~~ ~ rOUBLE TOP PLATE 7 I MAX. %91~ r1~ ~i~ I ! ~~ 2X4 LEDGER ~ SCISSOR muss ~~, I ~----~- ~---..-~- -- . .I. OI~ ~ o . . t:lI) ~ cD n () ~ > J cD - "0 f", J.. - , oJ .u~ ..J I ~a.. z::x: I) "0 <~ 1.. .>ol: f ~ - a.. - , :x:: ..... <- z: t:lI) fi-; ..J cD -:z: .- SOt SOt CSt ::-01 CSt <0 ::l - - I) t:lI) - ""? I) C .:: CD g-; ...J t:lI) :co - .. a.. z: :x: .....-1--- ____ .....-1--- ---- ~MPSON LSTAl2 TYP. ~~ ~~ r---- r---- r--... r---- r---- <> r----- r- r- ~ (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE DIAPHRAGM BLOCKING _ I-@ 48" olC r D AN6CO ENC;INEERINC;, FA. p.o. eox 3400 - APOL.LO eEAQ-l - FLORIDA - 33&12 ~ - (813) 64& 0166 FAX - (813) 64& <a6ca8 E6 4&10 @111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTf OF DANSCO ENGINEERING, PA AND 111E CUENT ON 111IS PROHT. ANY REPRODUCllON OR UNAU1110RIZED USE IS PROHiBiTED. - 2003 DE " AS PER HIB 91 , 5CALE: N.T.5. 1 --=-. 1\ 53 J 120 MPH 3 SEC. GUST L----- ~~ I ~COSMEllC DROP CEILING FRAMING SCISSOR GABLE liT' BRACE 5CALE: N.T.5. (2 , ~S3 r """'=="" 6EAl """" \ 5CALE NOTED DATE 112/02 LENNAR ~OMEe i..o- TlJDS @ 16" O.C. SCISSOR TRUSS WI DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUC1URAL NOTES FOR W1ND SPEED SPECIFlCATION SCALE: NTS TAMPA DIYI610N DRAlLN B.V. N:/BLOCKS/STD 2001 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUC1URAL NOTES FOR W1ND SPEED SPECIFICATION SCALE: N.T.5. SECTfON "'- TRUSS 6RACING DET AIL.S AND NOTES \.. DE JOB NO. PM - 5021 &3 ..)