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/'BACKNAIL wi (2) 16d NAILS SEE STRUC1lJRAL NOTES AND NAILING SCHEDULE FOR SHEAll1lNG DETAIL .IN\> 7 rZ"X4" OUTLOOKER @ 24" O.C. / / (OP1l0NAL - SEE ElEVA 1l0NS) J /." ,/ fL tlI1 / //~ " ~'rn I SIMPSON H10 OR EQUAL 'V @EA.OUTLOOKER TOP CORD BLOCKIN ~FOR FIRST FOUR ROWS 1/ I\-DOUBLE TOP PLATE OF TRUSSES @ EDC S OF SHEA TI-iING TYPICAL V II" " / V 114" MAX. 2"x4" CROSS BRACE 7/S" srucco FINISH PER ASllA C. 926 SI PSON LSTA12 @ EA. S D ~ AT RIDGE FASTENED APPLY 3 LAYERS W/ TOTAL THICKNESS 7 /S" ~~ AT EACH JOINT WI OVER METAL LAlli. FIRST l-AYERS 3/8" --- '- ~ (2) 10dx3" TI1ICK EACH. 3RD LAYER 1 J8 TI1ICK, "\ I AX6 FRAMED WALL - SEE ./ 17 WALL SEC1l0N FOR SPACING ~ ' ....__1/Z" COX PLYWOOD OR 7/16" 2"x4" PANEL BLO< KING @ 48" O.C. V OS8 SHEA11iING ATTACHED WI 10d FOR THE FIRST.0 ROWS OF TRUSSES '~ NAILS @ 6" O.C. EDGES AND 12" O,C. FROM EA. END 'T . TOP & BOTTOM FIELD ATTACHED WI (2) 1~ld TOENAILS _ V-(2) 16d NAILS , IlG I I I I 1 ~~",'! 2"x4" BLOCKING 5/8" OR 1/Z" CEiLiNG DENSEJ GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C100Z FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL 7/8" srucco FINISH PER ASllA C. 926 APPLY 3 LAYERS wi TOTAL TI1ICKNESS 7/8" OVER METAL LATI1. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8 THICK. r-11\SIMPSO~H10 OR EQUAL I @ EA. UTLOOKER I 24' MAX. I VOL" BRACE TO EXTEND AT LEAST I 90% OF WEB LENGTH (SEE TABLE) 2"'6" P. T. SILL-I r I I ~ABlE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. I V 1/2" COX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL ~ I V SHEATl1ING ATTACHED WI 10d NAILS @ 6" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS I" " I ~ 10dx3 @ 3 0 C THROUGH , qjp CHORD INTO 2"x6" P.T. PLATE 2!J I~. 2"x4" "T" ON TOP OF PA~EL ,j I~ ~~ BLOCKING, FASTEN WITH \, ~-'I'\; 10dx3" @ 4" O/C W rr MOISTURE BARRIER 5/8" OR 1/2" CEiLiNG DENSE II I I GYPSUM WALL BOARD FASTENED /b!::o:!::!:. SIMPSON META20 OR EQUAL WITH 8d COOLER NAILS OR 1 1/4" LONG TlIT @ 4'-0" O.C. TYPICAL DRYWALL SCREWS COMPLYING 'MTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL SEE STRUCTURAL NOTES AND NAiLiNG \ SCHEDULE FOR SHEATHING DETAIL , + Df't~ [4 , I II ,~. II J TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES@ EDGES Ov~F ~SHEATl1i"ING TYPICAL 2")(4" CROSS BRACE AT RIDGE FASTENED AT EACH JOINT WI "\. (2) 1 Odx3" / TOENAIL W/ (Z) 16d NAILS / rZ"x4" OUTLOOKER @ 24" O.C. r [4 , If. II'-~' MAX. ~t:i r ~ 2~'-~' MAX ,/ "x" BRACE SEE \ 1 DEl J/S3 \ I ~ I 2~'-~' MAX jCONllNUOUS BOTTOM COR BRACING / ~"X4" MIN. (SEE DETAIL M S3) (3 w .. k. . ~~Q: ~::!:~ ~ I ~ ~ , ~ ~ ~ W I ----W~k oS ~ <( , ----<.:)~ ~ , ---- ~ ~x . ::<C~ ,::!:1- END JACK .. I' ~k <3 OJ ~ ,. ~ "" "" "" ~--:- ,x - <( ~::!: - '--" ---- ~ .. '" f\ 2"x4" "T" ON TOP OF PANEL _' I \""SLOCKING, FASTEN WITH .V 10dx3" @ 4" O/C ",,:::'" <lA M " M ~ ~ONllNUOUS BOTTOM CORD BRACING rx4" MIN. ~,v ,,"INIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCA llONS) ~k / / / >< cr: w o cr: (3 0.. I ,~~ 01- CORNER JAC .. i' () ,. ,2) 16d PER JOINT Cl :z w Q.. :r: "" / ~--:- ,x - <( ~::!: --......-. ---- '- ~--:- ,X - <( ~::!: --......-. bl >K (j OJ r--- .. .. ..~ , <3 w 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE bF ADJACENT TRUSS) CROSS BRACING DETAIL 5CALE: N.T.5. IJ\ , 53~ -- NOTt: 1) SEE TRUSS MANUFACllJRER'S TRUSS ENGINEERING CUT SHEETS FOR ADDIllONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. ~TOP & BOTTOM CORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES - UPLIFT CONNECTIONS - HfP FRAMING 5CALE: N.T.5. (;\ 537 -= 1 /2"~ ANCHOR BOLT @ 48" O.C. MINIMUM 6" FROM PLATE SPLiCES W/ 3/16"x2"0 PLATE WASHER SECTION 5CALE: N.T.5. f1\ ~ REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I AS PER HIB 91 5CALE: N.T.5. , L \ 53 f * USE SIMPSON META20 (OR BETTER) CONNECTORS (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS @ FRAME WALLS & SIMPSON H5 @ HIP JACK TO FRAME WALLS. SECTION "==" SEE STRUCTURAL NOTES AND NAiLiNG SCHEDULE FOR SHEATHING DETAIL \ rBACKNAIL WI (2) 16d NAILS -\ r2"x4" OUTlOOKER @ 24" O/C 7/8" srucco FINISH PER ASTId C. 926 . , APPLY 3 LAYERS W/ TOTAL TI1ICKNESS 7/8"_______ " ~A y..... Da OVER METAL LATI1. FIRST 4l-AYERS 3/8" ------ '\ J~ ~, I TI1ICK EACH. 3RD LAYER 1/8 TI1ICK. ~ TOP OR B~KING FOR FIRST FOU ROWs/ I IMPSON H10 OR EQUAL OF TRUSS S EDGES OF SHEATHING TYPICAL I @ EA. OUTlOOKER ~~~~~~ I " .l AT RIDGE FASTENED 4 MAX. AT EACH JOINT WI I r"L" BRACE TO EXTEND AT LEAST (2) 10dx3" - }, 90% OF 'NEB LENGTH (SEE TABLE) I ~ABLE TRUSS I / 1/2" CDX PLYWOOD OR 7/16" I /OSB SHEATl1ING ATTACHED WI 10d NAILS @ 6" O.C. EDGES AND 12" O.C. I FIELD I /(2) 16d NAILS 1/ rSIMPSON HGA10@36"O.C. / Z"x4" "T" ON TOP OF PANEL I ~ ;;r'qp-'BLOCKING, FASTEN WITH 2!J 10dx3" @ 4" O/C (. ~STUD WALL (SEE TYP. SEC.) -'\ SIMPSON SP2 @ EACH STUD Q' OVERLAP 2x4 "T" BLOCKING 2 ,,~~ x4 BLOCKING @ 48 O.C.~ !~ "L" BRACE ~ : ~ 16d ATTACHED W/ 10d NAILS ....L-vi _ @ 4" O.C. TYPICAL ~h-J I V ~ ::::: ~;u GABLE TRUSS WEs-I DOUBLE ILl BRACING DETAIL '{.' . NAIL ~~ ......" ~ A .--- ~ ~ ~ 1<-' -=iN N~, 0., PRE-ENGINEERE~ ' WOOD TRUSSES \ OVERLAP TRUS8 eRACING A T LEAST TWO TRUSS SPACES ,g .. I<- r-~ <I.) ~"., , 5CALE: N.T.5. fS\ \!V ,g ~ -j ~~ it (2) 2" x 4" LAMINA 1l0NS W / (1) ROW OF STAGGERED 10d COMMON WIRE NAILS (0 = 0.148", L = 3") OR EQUAL ~~ L+ fr (3) 2" x 4" LAMINAllONS W/ (1) ROW OF STAGGERED 30d COMMON WIRE NAILS (0 = 0.Z07", L = 4 1/2") OR EQUAL " 1.1 ~", 2"x4" PANEL LOCKING @ 48 C FOR THE FIRST (4) ROWS OF TRU~ FROM EA. END TYP. TOP &: BOTTO ATTACHED W/ (2) 16-d TOEnAILS I I I M I 5/8" OR 1/Z" CEILING DENSEJ GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL . \ . ~INIMUM (2) 16d PER .xJINT\ r ~INIMUM 2"x4" TRUSS BRACING TRUSS BRACING ovERLAP DETAIL 5CALE: N.T.5. ~ J/ M \ , S3 I 2x4 "T" BLOCKING ~ 2x4 BLOCKING @ 48" O.C.~~ "L" BRACE I}'; ~ 16d NAIL ATTACHED W/ 10d NAILS ...-1 i~ @ 4" O.C. TYPICAL,,---- Vh' i ~..A -......."..- -/ "- GABLE TRUSS WEB~ 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 LAMINA llON 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.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-PL Y, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 6) REFER TO NDS SEC1l0N 15.3 FOR ADDITIONAL INFORMA1l0N DBL. S.P.F.TOP PLATE 61NGLE uLu BRACING DETAIL 5CALE: N.T.5. -==-- I 6 '\ , 53 J I (;\ ~ 12 ~7~// ~ I,'" (;\ r--, ~ ~ ~ I ~ III ~ ~ ~;/ ABLE TRUSS -=- TYPICAL NAILING SC~EDULES FOR BUILT -UP COLUMNS r 8 '\ 5CALE: N.T.5. ~ 5CALE: N.T.5. fi\ \ 53) ~ ~ SECTfON ~ I (TOENAIL W/ (2) 16d NAILS 10dx3" O/C @ 6" O/C TYPICAL ;f">s4" OUTLOOKER @ 24" O.C. / WI (2) 10d PER JOINT , DQ \(.,1. RUNNERS 12~ MAX. 1 ,,( ~ ~v 7 ~ ~::/'" ~II "",," rGABLE TRUSS ~ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE r--- ND LOCA 1l0N) ~~ ~ "L" BRACE wi 10d @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCA llON) ILl eRACING REQUlREt1ENT5 - '-- I I I, I I -4~ "",:::'" I (i;\ ~ $ I"--. .~ r-.~ STUD NO (1) 2"x4" (2) 2")(4" (2) 2")(6" 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" 5CISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND (2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING :-:,. --~ --~ ~ .~ '~ ~ [I .............. 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. ALTERNATE NON-DROP GABLE END DETAIL - 5CALE: N.T.5. .:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.: .:.:.:,:\ .:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:::t::.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:::l::.:.:.:.:.:.:.:.:.:.:.:lf::.:':.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.::i:.:.:.:.:.:.:.:.:.:,:.:. :.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.: ........... ........... ..................... .Ir... It....... ............ ..t....... ..~........... .-it-........... .......... .'.1............. ........... ...... II \ I II II II II II II I llc=Jc=J II 1c=J1 II~ONT. IIBEARING II II II II [I [I r II 11 \lU \ >; - L aNT. BEARING DBL TOP PLATE I-~ H II If ~STUDS @ 16" O.C. SIMPSON HGAlO SIMPSON SP2 @ EACH STUD GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICA nON 5CALE: N.T.5. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCA 11 ON 5CALE: N.T.5. D SAMUEL A. GREENBERG, P.E. #34245 D TI-IUY 1-1. I-IUYNl-l, P.E. ~0122 D IRWIN J. BENSON, P.E. ~4~-158 D All ABBA6 I-IAKIM, P.E. ~6186 0- , :x: . . >- I ,Q . -"'" , Cllt .<D , 'a . 0 . - ~~ C\.I - -J ~ , 0- :x: ~"PSON lSTA12 TlP ~"-- ~~t-- I---. I---- -----.. ~ ------ t::: e-:> i-- ZX4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCA1l0N ATTACHED w/ Z-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON E1l11ER TOP OR BOTTOM OF Tl1E BOTTOM CORD) SEE STRUCTURAL NOTES AND NAiLiNG \ SCHEDULE FOR SHEATHING DETAIL .L DQ DQ', I " " TOP CORD BLOCKING FOR FIRST FOUR RO Of lR\JSSES f EDGB Of SHEA 11llNl MeAL 2"x4" CROSS BRACE A T RIDGE F AS1ENED A T EACH JOINT W / II (2) 10dx3" II ..L DQ ~,' ~YPSUM WALL BOARD/ 2"x4" LEDGE CHORD SLO , SCISSOR 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD -I l~ ~ ATTACHED w/ (2) 16-d TOENAILS ~ 2"x6" P.T. SILL--" / I I 1/2"~ ANCHOR BOLT @ 48" o.c.J 1- J. ~5: )J - GABLE TRUSS TRUSS VERTICAL ill REVISED 08-15-03 ill CREATED 01-02-02 TO Tl-IE 6E6T OF Tl-IE ENUtNEER'6 KNOWLEDGE AND 6ELIEF, Tl-IE 6TRUCTURAL PLAN6 AND 6PECIFICATION6 COMf>L Y WITl-I Tl-IE FLORIDA 6/JILDING CODE, 6ECTION lb~6 FOR 12~ Mf>l-I,3 6ECOND GU6T, EXf>OOURE '6' WIND lONE (2~01 EDITION). Tl-II6 DRAWING AND DE61GN 16 VALID FOR 12 MONTl-I6 AFTER Tl-IE DATE IT 16 61GNED AND 6EALED. 61GNED AND 6EALED FOR Tl-IE 6TRUCTURAL PORTION OF Tl-II6 DRAWING ONLY. 2X4 LEDGER .~~ r I~~~ ~ (BACKNAIL w/ (2) 16d NAILS r2"x4" OUTLOOKER @ 24" O.C. 7[4 ~ "'-SIMPSON H2.5 OR EQUAL + @ EA. OUTlOOKER I ..;-ZX4 CONT"L" BRACE FASTENED W/ )- / (2) 10d 3"@ 24" O/C. CMID HEIGHT 1 ,.........-2X4 KICKER@ 8'-0" O/C. ~i r"L" BRACE TO EXTEND AT LEAST Y 90% OF WEB LENGTH (SEE TABLE) SIMPSON #3 WITH 8-8d I /" FROM LEDGER TP BLOCKING ,\,/ ' .(- ~ /ABLE TRUSS J I . .....--1/Z" CDX PLYWOOD OR 7/16" OSB (MA TCH BOTTO /' SHEATHING ATTACHED WI 10d NAilS @ 6" O.C. OF ADJACENT I EDGES AND 12" O,C. FJELD SS) , , '" ~ 12 ~~ ~OUBLE TOP PLATE 7 I MAX. ~91 M!? ~~ I ; ,,~ I L.-- r----- t--- -- L.-- r----- r----- L..--- -- r----- SCISSOR TRUSS . ... . 0 - . , . , . .... D~ <:' ~ --~-- I- - - --...~ -,- '-J , . . Cllt , <D () > <D 'a ~ (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE DIAPHRAGM BLOCKING _ I-@ 48" O/C , D AN6CO ENGINEERING, PA" p.o. eox 3400 - APOLLO eEACf-J - FLORIOA - 33512 ~ - (&13) 640 12>166 FA)< - (813) 640 ~~ e6 4010 f'(\111ESE DRAI'tlNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING. PA. AND 111E \:::J CUENT ON 111IS PRO-.ECT. ANY REPRODUC1l0N OR UNAU1110RlZED USE IS PROHIBITED. - 2003 DE ~ ~!l:: ~OISTURE BARRIER SIMPSON HETA20 OR EQUAL @ 6'-0" O.C. TYPICAL ALlERNATE SIMPSON LSTA18 STRAIGHT STRAP @ 4'-0" o/c ALiGNED WITH GABLE WEB. ATTACH TO TRUSS W/7-10dx1 AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. AS PER HIS 91 (~ , 5CALE: N.T.5. 53 I 'a J ... .c,u . ..)C ~() ~c1S . Q. . , : - . - : CD . - j ,. J <D . ::c J J CD J CD <D 1 . - ) <D . -., ) C : a ) - ) Cllt J Q) 10 - Q. ~ :::t: =---- ,~~ I ~COSMEllC DROP CEiLiNG FRAMING SCISSOR GABLE "m BRACE ~ 120 MPH 3 SEC. GUST ...... TlJDS @ 16" O.C. SCISSOR TRUSS WI DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCAnON 5CALE: NT5 1/2" &EAL "'" \ 5CALE NOTEO DATE 112/02 LENNAR ~OME5 TAMPA DIVlel~ DRAU.N B.Y. N:/BLOCKS/STD 2001 5CALE: N.T.5. --==- 4 2 '\ \!:Y ~ TRuee 6RACING DET AILe AND NOTE5 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCA110N 5CALE: N.T.5. SECTION DE JOB NO. PM - 5021 63 ~ \...