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/BACKNAIL wi (2) 16d NAILS SEE STRUCTURAL NOTES AND NAIUNG SCHEDULE FOR SHEA TI-iING DETAIL IN(j 7 /2")(4" OU1LOOKER Ii) 24" O.C. / / / (OPTlONAL - SEE ELEVATIONS) I -ZVfLflII / //~ , ~'rn I SIMPSON H10 OR EQUAL "V Ii) EA. OU1LOOKER TOP CORD BLOCKIN FOR FIRST FOUR ROWS - 1/ ~ DOUBLE TOP PLATE OF TRUSSES I) EDG S OF SHEA 1l-lING TYPICAL II'\." / 1/ b4" MAxl 2"x4" CROSS BRACE 7/8" S11JCCO FINISH PER ASThI C. 926 SI PSON LSTA12 @ EA. SO"" AT RIDGE FASTENED APPLY 3 LAYERS WI TOTAL TI1ICKNESS 7/8" ~~ AT EACH JOINT WI ovm METAL LATH. ~RST 2 ~YERS 3/8" ----...... ~! (2) 10dx3" THICK EACH. 3RD LAYER 1/8 THICK. "\ 2X6 FRAMED WALL - SEE ./ WALL SECTlON FOR SPACiNG ~ I .......-1/2. CDX PLYWOOD OR 7/16. 2")(4" PANEL BLO( KING Ii) 48. O.C. V OS8 SHEA111ING ATTACHED W/10d FOR mE FIRST (4 ROWS OF TRUSSES ~ NAILS ~ 6" O.C. EDGES AND 12" O.C. FROM EA. END fy . TOP &: BOTTOM FIELD ATTACHED WI (2) 11id TOENAILS . V--(2) 16d NAILS 'I fJ11 I I I T ~ v2.)(4. BLOCKING 5/8" OR 1/2" CEILING DENSE-./' r\ 2.x4..r ON TOP OF PANEL GYPSUM WALL BOARD FASTENED . I "-BLOCKING, FASTEN wm-i WlTH 8d COOLER NAILS OR 1 1/4. LONG 'V 10dx3. @ 4. O/C DRYWALL SCREWS COMPLYING 'vVlTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" o/c TYPICAL 7/8" S11JCCO FINISH PER ASThI C. 926 APPLY 3 LAYERS wi TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 ~YERS 3/8" THICK EACH. 3RD LAYER 1/8 THICK. I ~SIMPSOt'- H10 OR EQUAL I @ EA. C UTLOOKER I 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 PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL ~ I ~ SHEAT11ING ATTACHED WI 10d NAILS I} 6" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHE~,W/ (2))6;d TOE~AILS \ I 10dx3"@ 3. O/C THROUGH T qjJJ "~ / CHORD INTO 2"x6. P. T. PLATE I DG I" " I / ~ ~ I 'K.."~'/' 2"x4" "T" ON TOP OF PANEL / ;J # ~I BLOCKING. FASTEN 'vVlni----.l = "\: 10dx3" @ 4. O/C -r MOISTURE BARRIER 5/8" OR 1/2" CEILING DENSE L I GYPSUM WALL BOARD FASTENED / ,=, =? SIM~SO~ META20 OR EQUAL 'vVlTH 8d COOLER NAILS OR 1 1/4" LONG \l @ 4 -0 O.C. TYPICAL DRYWALL SCREWS COMPLYING WlTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" o/c TYPICAL SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEATHING DETAIL \ f ~~M , I II~. n J TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OZ ~EA1l-tING TYPICAL 2")(4" CROSS BRACE " "II A T RIDGE FASTENED y AT EACH JOINT WI "' (2) 10dx3" / TOENAIL w/ (2) 16d NAILS / r2"x4" OUTLOOKER @ 24" O.C. M .\ >Y lK f ~ 2"".",' MAX "X" BRACE SEE If DET. J/S3 I 2""-"" MAX i90NllNUOUS BOTTOM CORI1 BRACING / ~"X4" MIN. (SEE DETAIL M-~S3) END JACK * ""~ <lA W , W ~ ~ONllNUOUS BOTTOM CORD BRACING 1"x4" MIN. ~/ :.:INIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCA llONS) "" "" "" 1< / (j w (j w 11'-"" MAX ~ ~'" IX - <( ~:::::!: -.......... ~~~ ~:::::!:t:= ~ , ---- ~ ~ I ---- ~ o " :z ~ w ~ _____w- a5 ~ <( , (;)-~ ---- ~ , ---- ~ * ---- ~ * o :z w a... :c "" l\- V >< 2) 16d PER JOINT ~'" ,x - <( ~:::::!: -.......... n:: w o n:: C3 Q. I ~<<J ~ Of- CORNER JACk * i~ u I ~ * ...... >< ~'" ,x - <( ~:::::!: -.......... (j w r....-- ~x . ::.<(~ ,:::::!:1-- .. .. ..~ , ~ >< (j w 2.x4" LEDGER (MATCH BOTTOM CHORD SLOPE bF ADJACENT TRUSS) CR055 BRACING DETAIL 5CALE: N.T,5. (J'\ 53 r ~ NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDIllONAL PERMANENT BRACING TI1AT MAY BE REQUIRED 2) 'T' BRACING MAYBE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF TI1E WEB. ~TOP & BOTTOM CORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES UPLIFT CONNECTIONS - HIP FRAMING 5CALE: N.T.~. (;\ , S3J ~ 1/2"rfJ ANCHOR BOLT @ 48. O.C. MINIMUM 6. FROM PLATE SPLICES W/ 3/16.x2.rfJ PLATE WASHER SECTION 5CALE: N.T,5. ~ ~ ~ REQUIRED MINIMUM PERt'1ANENT TRU55 BRACING PLAN I L '\ AS PER HIB 91 5CALE: N.T.5. ~ * 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 STlRUCTURAL NOTES AND NAiliNG SCHEDULE FOR SHEATHING DETAIL \ (BACKNAIL WI (2) 16d NAILS \ r2"x4. OU1LOOKER @ 24. OIC 7/8" S11JCCO FINISH PER ASru C. 926 " 'M APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"_________\ ~fi ~ w OVER METAL LATH. FIRST 2 ~YERS 3/8" -------- JIi ~, I THICK EACH. 3RD LAYER 1/8 THICK. ~, ~ TOP OR B~KING FOR FIRST FOU ROWs./' I IMPSON H10 OR EQUAL OF TRUSS S EDGES OF SHEA111ING TYPICAL I @ EA. OUTLOOKER 2"x4" CROSS BRACE I . .l AT RIDGE FASTENED 4 MAX. AT EACH JOINT WI I r"L" BRACE TO EXTEND AT LEAST (2) 10dx3" - J... 90% OF WEB LENGTH (SEE TABLE) I /CABLE TlRUSS I , ~~/2" COX PLYWOOD OR 7/16" I /' ~;~SSH:~l]1~g. AE~~i~EfN;~}O~.c. I FIELD I r(2) 16d NAILS / rSIMPSON HGA1D Ii) 36" O.C. L_ 2"x4" .T" ON TOP OF PANEL I I"\.: ....~BLOCKING. FASTEN WlTl1 .-g 10dx3" @ 4. O/C , ~STUD WALL (SEE TYP. SEC.) -~~ SIMPSON SP2 @ EACH STUD ...':.. " 1'1 1'1 I 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" o.C.~- "L" BRACE ~ I /" 16d ATTACHED wi 10d NAILS r-~ ,...... @ 4" O.C. TYPICAL - 1\ j 1 I V ------=::::: ~ ........../ ./ ........... GABLE TRUSS WEs-I DOUBLE 'L' BRACING DETAIL 5CALE: N.T.5. ~ NAIL L~ .-- ~ ~ - ~ (1'\ ~ " ~ (1'\ ~ N " " (I,) (I,) PRE-ENGINEERE~ ' WOOD TRUSSES \ OVERLAP TRUOO 6RAClNa A T LEAST TWO TRUSS SP ACES ,g " ~f-M <l.) (I,) ~ I 2.x4. PANEL LOCKING @ 48 FOR THE FIRST (4) ROWS OF TlRU FROM EA. END TYP. TOP & BOTTO ATTACH1ED, fl (2) 16-d TOEnAILS f t4 I I I mil I 5/8. OR 1/2" CEILING DENSE-./' GYPSUM WALL BOARD FASTENED WlTl1 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING 'vVlTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL ~ I~INIMUM (2) 16d PER JOIN~\ . r ~INIMUM 2"x4" TRUSS BRACING ::.. ~ \& ~r-' ,g j "i L.,;-j... fr (2) 2" x 4. LAMINATIONS w/ (1) ROW OF STAGGERED 10d COMMON 'vVlRE NAILS (0 = 0.148.. L = 3.) OR EQUAL ~~ Lv'- fr (3) 2" x 4" LAMINATIONS W/ (1) ROW OF STAGGERED 30d COMMON 'vVlRE NAILS (0 = 0.207". L = 4 1/2.) OR EQUAL ~. ~-.l fr (3) 2. x 6" LAMINATIONS w/ (2) ROWS OF STAGGERED 30d COMMON WIRE NAILS (D = 0.207". L = 4 1/2") OR EQUAL TRU55 BRACING OVERLAP DETAIL 5CALE: N.T.o. -=-. 1/ M \ , 53 f 2x4 "T" BLOCKING " ~ 2x4 BLOCKING @ 48 O.C,~ ~ "L" BRACE ~'I ~ 16d ATTACHED wi 10d NAILS .-1 i~ @ 4" O.C, TYPICAL~ D(fi ~ ./ , GABLE TRUSS WEB-1 NOTES: 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 SECTION 15.3 FOR ADDITIONAL INFORMATION NAIL 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 TION 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) TYPICAL NAILING 5CHEDULE5 FOR BUILT -UP COLUMN5 I 5CALE: N.T.5.1 -=- -=- DBL. S.P.F.TOP PLATE 51NGLE aLl BRACING DETAIL 5CALE: N.T.o. I 6 , \ 53 1 8 I 53 r -===- SECTION 5CALE: N.T.5. 14\ \ 53 f ~ ~y 7 ~ ~::::----- 1~lr ,.,/ ABLE TRUSS ~ ~V 12 ~7~/' ,/ I ABLE TRUSS ~ ~ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE ND LOCATION) ~~ ~~ ~~ ~ .:.:.:.:.:.:.: .:.:.::~:.: .:.:.:.: .:.:. :.:.:.: .:.:.: .:\ .:.:.: .:.: .:.:.:.:.:.:.:.:.:.:.: l:.:.:.:.:.:.:.:.: .:.:' :.: .:.:.:.:.:.:.:.:. :.::~:.:.:-:. :.:.:.:.:.:.:;: ~::.:.:.:.:.:.:.:.:.:.:.: If::.:.:.:.:.:. :.:.:.:.: .J~:.:.:.:.:.:.:.:.:.:.:, :. :.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.: ::X :.:.:.:.::: ........... .'.*1................... .......... ........................... .or................. e. .................... .'.}". ........... ..~................... ...~r................... ."r..................... ...................... .................... .'~.'..... II \ ic=J1 II ~ ~ ~ 1c=J1 ~ \ II II II II II I I II ~ONT. IIBEARING II II ~ .L" BRACE Wi 10d I} 4" olC (SEE SCHEDULE FOR SIZE AND LOCA nON) I ~ /TOENAIL W/ (2) 16d NAILS 10dd" o/c @ 6. O/C TYPICAL !~"~4" OUTLOOKER @ 24" O.C. / WI (2) 10d PER JOINT r M \Zi. RUNNERS 12" MAX. I (;\ ~ ~ ~ ~ !;'~ IL I 6RACING REQUlREMENT5 - - I I I I I -4 L- I fi:\ W fi:\ ~ '" .~ r-.~ STUD NO (1) 2.x4. (2) 2.x4. I (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. ~CISSOR GABLE - (1) 2"xS" #2 S.P,F. @ EACH VERTICAL AND (2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING ~ .~ '~ ~ -n rl .............. 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 AL TERNATE NON-DROP GABLE END DETAIL II II II II Ir-- ~OOT'~R~~ TW~: H ti ~ 'LS1UDS @ 16" O.C. H II 5CALE: N.T.5. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC1URAL NOTES FOR WlND SPEED SPECIFlCAnON SIMPSON HGA10 SIMPSON SP2 @ EACH S1UD SCALE: N.T,S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC1URAL NOTES FOR WIND SPEED SPECIFlCAnON 5CALE: N.T.5. / ~ SAMUEL A. GREENBERG, P.E. 4*3424S D T~UY H ~UYNH P.E. 4*6g!22 D IRWIN J. BENSON, P.E. -4CjlS8 D All ABBAS ~AKIM, P.E. *'56186 :..> ::c ~ a- n ::J: St D >- ="l .a ~ ~ n co .. G> O~ ... (;) .. - >> ::JI ....< __l..-- ~ __L..-- ~ =:::=::::: ~"PSOO LSTmlW. ~ ~ ~t-- I-- I---- ______ ~ I---- =::: ..:.> ""'- 2X4 BRACING @ 48. O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EI111ER TOP OR BOTTOM OF 111E BOTTOM CORD) SEE STRUCTURAL NOTES AND NAILING \ r IBACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL r2"x4" OUTLOOKER @ 24" O.C. .L DG M"" . " TM I II II ws. :t -~ ~SIMPSON H2.5 OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR RO rt @ EA. OUTLOOKER OF TRUSSES r EDGES OF SHEA111INl TYPICAL I I .......-2X4 CONT"L" BRACE FASTENED W/ ) V (2) 10d 3"@ 24" O/C. CMID HEIGHT I v---2X4 KICKER@ 8'-0" O/C. 2"x4" CROSS BRACE >y 1" AT RIDGE FASTENED I Ir"L" BRACE TO EXTEND AT LEAST AT EACH JOINT WI I, 90% OF \NEB LENGTH (SEE TABLE) II (2) 10dx3" SIMPSON #3 'vVlTH 8-8d I V FROM LEDGER TP BLOCKING 1 M . " ,[\,;I' " . . &: VABLE TRUSS ~YPSUM WALL BOARD~ J : r .....--1/2. CDX PLYWOOD OR 7/16" OSB 2.x4" LEDGE (MATCH BOTTO V SHEA111ING ATTACHED WI 10d NAILS @ 6" O.C. CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD SCISSOR SS) 2.x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES ~ FROM EA. END TYP. BOTTOM CORD /It:!i ATTACHED W/ (2) 16-d TOENAILS ~=.- 2"x6" P.T. SILL.....! / T T 1/2"rfJ ANCHOR BOLT @ 48" O.C....../ lLll PrFT """\...... -rl' GABLE TRUSS TRUSS VERTICAL ffi REVISED 08-15-03 & CREATED 01-02-02 r TO TI-4E BEeT ~ TI-4E ENGINEER'e KNOWLED6E AND BELIEf, TI-4E eTRUCTURAL PLANe AND ePEClflCATIONe COMPLY WITH TI-tE fLORIDA BUILDING CODE, eECTION 1~0~ FOR 120 MPH 3 eECOND GUeT, EXP05URE 'B' WIND ZONE (2001 EDITION), Tl-4le DRAWING AND DEelGN Ie vALID FOR 12 MONT~ AFTER TI-lE DATE IT Ie elGl\lED AND eEALED. elGl\lED AND eEALED FOR TI-4E eTRUCTURAL PORTION ~ TI-lle DRAUJING ONLY. '" ... .... (;) - - U I ::> on ~ ~~ SCISSOR TlRUSS aSl :. c - . ~ n G> :0 U - - >- > -I G> - '"CI I", .L. - I ~ .LJc:J -I I ~a- z: ::J: ;n ~ <'~ !~ - a- - I ::c .... <- z: <D z:- .u :. -I G> - :J: - :D St .. ="l <lD QO :;:) - .... ;n G> _ ""2 ;n c :.c::a g-; ..J G> DC - .. a- z: :J: 2X4 LEDGER ~~ ~~1~ , I :o.l<" ~==:::..= j: "l.;~ ~ (2) 2"x8" "LIt BRACE FASTENED WITH (3) 16d PER SIDE DIAPHRAGM BLOCKING _ f-@ 48" ole ... .... .L. OISTURE BARRIER AS PER HIB 91 f1\ 5CALE: N.T.5. ~ 120 MPH 3 SEC. GUST - (' ~ \ ecALE NOTED LENNAR I-lOMES DRAUN 6.V. I. TAMPA DIVI61~ fJ . DATE 112/t?>2 N:/BLOCKS/STD 2001 \ M~"fLO 2 21lo5 TRUSS 6RACING: DETAILS AND NOTES '- \... DE Joe NO. PM - 5021 63 ..) D AN5CO ENGINEERING, FA. p.o. sox 3~ - APOLLO ee~ - FLORIDA - 33&12 R40NE - (813) 640 12>166 FAX - (813) 640 ca6~ E6 4510 @~ESE DRA'MNGS AND DESIGNS ARE ~E JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND TrlE CUENT ON ~'S PRO,ECT. ANY REPROOUCT10N OR UNAU~ORIZED USE IS PROHISHED. - 2003 DE " ~~, 1 \. ~I I ~COSMETIC DROP CEILING FRAMING 5CI550R GABLE ITI BRACE WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCAnON 5CALE: N.T,o. SECTfON SIMPSON HETA20 OR EQUAL @ 6'-0" O.C. TYPICAL ALTERNATE SIMPSON LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED 'vVlTH GABLE WEB. ATTACH TO TRUSS W/7-10dx1 AND TO MASONRY W/ (3) 3/16.x 2 1/4. TAPCONS. 1/2. - TUDS @ 16" O.C. SCISSOR TRUSS WI DROP CEILING BRACING DETAIL SCALE: NTo 5CALE: N.T.5. J , 2 \ 53 f