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<br />) <br /> <br />REFER TO SECTION 1 A ON SHEET <br />S5 FOR X-BRACING, AND TOP <br />CHORD BLOCKING INFORMATION <br /> <br />~J ~t <br />/ SCISSOR TRUSS <br />" ./ <br />"'-, '.,..-./ <br /> <br />"",- .//:;/ <br /> <br /> <br />"'-/'./ 24" O.C. ON TOP OF BOTIOM <br />././ /',,^ "'- "'- CHORD FOR (4) TRUSS SPANS <br />v/ ././ "'-",- " ATIACHED W/ 2-16d @ EACC <br />./ ././ // "'- TRUSS JOINT <br />/' v ' " <br />./ J'-. <br />/ "'- <br />/ ' 2" x 4" BLOCKING END NAILED <br />~_ W/ 2-16d @ 24" O.C. (MAX.) <br />I I ..-- II' <br /> <br />~~ <br />~l ---- 2" x 4" BLOCKING (TURNED <br />... FLAT) NAILED TO TOP PLATE <br />., wi ~-10d NAILS <br /> <br />REFER TO SECTION 1 A ON SHEET <br />S3.1 FOR X-BRACING, AND TOP <br />CHORD BLOCKING INFORMATION <br /> <br />~. <br /> <br />SCISSOR TRUSS <br /> <br />I _____ <br /> <br />, <br />"'- <br /> <br />" <br />"'- <br /> <br />S CIS S 0 R T R U S S _______________ <br /> <br />r- <br />:z: <br /><5 <br />--:> <br /> <br />/ <br />/ <br />/ / <br />/ / <br />/ / <br />/ / <br />~ // <br /> <br />/ / <br />/ / <br />/ <br />/ <br />1/4" TO 1 /2" GAP BETWEEN <br />TOP PLATE & TRUSS <br /> <br />'- <br /> <br />~ <br />~ <br />o <br />o <br />o <br />o <br />5: <br />-J <br />0- <br />0- <br /><( <br />-J <br /> <br />SIMPSON A44 WI 8- <br />10d @ 48" O.C. <br />.A<I <br />C ~ WOOD FRAME EXT. WALL <br />.. ~ SIMPSON SP2 @ <br />EVERY OTHER STUD <br /> <br />x <br /> <br />';-; <br /> <br />1/4" TO 1 /2" GAP BETWEEN <br />TOP PLATE & TRUSS <br /> <br />-r <br />I H::: ~--- SIMPSON A44 W/ 8- <br />>< ~ 10d @ EACH TRUSS <br /> <br />( --- WOOD FRAME EXT. WALL <br />l~ <br /> <br />'" ~~ SIMPSON SP2 @ <br />, EVERY OTHER STUD <br /> <br />l-t--' -- <br /> <br />" <br /> <br />f-- <br /> <br /> <br />~ ~ 1" x 2" P.T. FURRING STRIP <br /> <br />1/2" DIA. x 8" "J" BOLT @ <br />48" O.C. W/ 2" DIA. x 3/16" <br />PLATE WASHER (TYPICAL) <br /> <br />MASONRY WALL (DESIGNED AS CANTILEVERED)- <br /> <br />1/2" NOMINAL PLYWOOD OR <br />O.S.B. NAILED W/ 8d NAILS @ <br />4" O.C. BOUNDARIES, 6" O.C. <br />.......... EDGES, & 12" O.C. FIELD <br /> <br />Lr ~ 2x8 STUDS AT 16" O.C. <br /> <br />~ /' ~ SIMPSON SP1 @ <br />....- J\j /. / EVERY OTHER STUD <br />:-: / K.O. BLOCK W/ (1) <br />#5 CONT. & FILLED <br />=J ~ <br />~Ct ~ <br />= ~ ~ 1/2" DIA. x 8" "J" BOLT @ <br />= ~ 48" O.C. WI 2" DIA. x 3/16" <br />_ I- PLATE WASHER (TYPICAL) <br /> <br />..- - f--- <br /> <br />== t ~ 1" x 2" P.T. FURRING STRIP <br />- I- <br />- f--- <br />- 1-' <br />- I- <br /> <br />~ WOOD FRAME EXT. WALL <br />~ SIMPSON SP2 @ <br />~ EVERY OTHER STUD <br />, ---r- ~"-- 2x8 STUDS AT 16" O.C. <br />x"---- 1 /2" NOMINAL PLYWOOD OR <br />....- ~ ~ O;,S.B. NAILED WI 8d N~ILS @ <br />/ '0 4 O.C. BOUNDARIES, 6 O.C. <br />~ ~ EDGES, & 12" O.C. FIELD <br />~ ~ SIMPSON SP1 @ <br />~~');; ~ EVERY OTHER STUD <br />~ - K.O. BLOCK W/ (1) <br />~ t: #5 CONT. & FILLED <br />f--- f-- <br /> <br />".. <br /> <br />1/2" NOMINAL PLYWOOD OR O.S.B.------------ v <br />NAILED W/ 8d NAILS @ 4" O.C. . ~ <br />BOUNDARIES, 6" O.C. EDGES, ---\j <br />& 12" O.C. FIELD <br /> <br />x <br /><( <br />~ <br />'0 <br />I <br />'in <br /> <br />~ 2x8 STUDS AT 16" O.C. <br /> <br />---r- -- SIMPSON SP1 @ <br />....- ~ ~ EVERY OTHER STUD <br /> <br />,. _____-- K.O. BLOCK WI (1) <br />~ ------. #5 CONT. & FILLED <br />H ~V <br />~"1 ~ ~ <br /> <br />I- r- <br />r- f-. <br />r- r- <br />I- f-- <br /> <br />MASONRY WALL (DESIGNED AS <br /> <br />f--- <br />~ <br />f--- <br />~ <br /> <br />CANTILEVERED) --------- ~ <br /> <br />~ <br />f--- <br />f--- <br />~ <br /> <br />f-- <br />r- <br />f-- <br />f-- <br />I- <br /> <br />1/2" DIA. x 8" "J" BOLT @ <br />48" O.C. W/ 2" DIA. x 3/16" <br />PLATE WASHER (TYPICAL) <br /> <br />r- <br />- <br />..,.....-- <br />- <br />- <br /> <br />- <br />- <br />- <br />- <br /> <br />f--- <br />l- <br />I- <br />f--- <br /> <br />r- <br />l- <br />I- <br />f-- <br /> <br />~~L....- <br /> <br />r- - <br />f--- - <br />f--- - <br />f--- - <br /> <br />Sl{/ V <br /> <br />1" x 2" P.T. FURRING STRIP <br /> <br />- <br />- <br />- <br />r- <br /> <br />~1ASONRY WALL (DESIGI~ED AS CANTILEVERED) - ~ <br /> <br />f-- <br />f--- <br /> <br />- <br />- <br />- <br />- <br /> <br />NON-BEARING EXT. KNEE-WALL ~ <br />SCALE: 3/4' = 1'-0' ~ <br /> <br />NON-BEARING EXT. KNEE-WALL I <br />SCALE: 3/4' = 1'-0' , <br /> <br />C \ <br />55 1 <br /> <br />- <br />- <br />- <br />- <br /> <br />Sl{ t:; v <br /> <br />NON-BEARING EXT. KNEE-WALL I <br />SCALE: 3/4' '" 1'-0' \ <br /> <br />A\ <br />55J <br /> <br />~ <br /> <br />WOOD TRUSSES <br /> <br />8d @ 6"0/C <br />II 2 x 4 BLOCKING W/(2) 10d TOE <br />/ (NAILS@EACHEND@24"0/C(TYP) <br /> <br />(,BRACING W/(3) 10d x 3" <br />I @ EACH CONN. @ 24" O/C <br /> <br />\ 1 /Ix <br /> <br />t <br /> <br />:24' MAX <br /> <br />~l <br />1 <br /> <br />/' <br />/ '",- ,/~ / <br />" / / r WOOD TRUSSES <br /> <br />SIMPSON A34 CONNECTOR /: '>" X V ,r-2x4 Rf.lT RUN BRACING <br />W/4-8d x 1 1\2" INTO BLOCKING"" ~"'-~"'-'jV AT 24 O.C. ON TOP OF <br />() /" /" TO " ,/ "'- BOTI. CHORD FOR 4 <br />& 2 3 16 xl 3 4 TAPCONS IN ~ )< TRUSS SPANS ATIACHED <br />PRECAST (NOTE: MAINTAIN MIN. '" /' WI 2 - 16d AT EA. TRUSS <br />1 7/8" EDGE OIST. ON PRECAST) X "'~' "-- X JOINT <br />~ = = 2x4 BLOCKING @ 24" O/C <br />WI 2 - 16d TOENAILS @ EA. <br />1 \2" HIGH STRENGTH OR 5/8" GYP. = ~~----- MASONRY WALL <br />- - <br />WB WI 1 3/8" DRYWALL NAILS OR ~ = <br />DRYWALL SCREWS 7" O/C CEILING = =~ARCHITECTURAL FINISH <br />& 8" O/C WALLS _= ~- <br /> <br />REFER TO SECTION 1A ON SHEET <br />S3.1 FOR X-BRACING, AND TOP <br />CHORD BLOCKING INFORMATION <br /> <br />-SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br /> <br />x <br /> <br />r2X4 <br /> <br /> <br />, <br /> <br />OUTLOOKER @ 24" O.C. <br /> <br />2 x 4 CROSS BRACE <br />AT RIDGE FASTENED <br />AT EACH JOINT W/ <br />(2) 10d x 3" <br /> <br />,.,..-4BOMIN <br /> <br />X~ "- Ix \ ~IX IX I <br /> <br />~ I-~TOP CORD BLOCKING FOR FIRST FOUR ROWS 7 <br />( ~~~~ ~F TRUSSES@EDGESOFSHEATHINGTYPICAL <br />TOENAIL W/ (2) 16d NAILS ,2 x 4 "T" ON TOP OF PANEL <br />~v~ I ____~ BLOCKING, FASTEN WITH <br />.....-1"" T I ~ ............... I I I I 10d x 3" @ 4" O/C <br />XYr," "/' '~~1'/~ <br />"-4BoMIN ~~ <br /> <br />SIMPSON H 10 OR EQUAL~ <br />@ EA. OUTLOOKER \ <br /> <br />:~ <br />.... <br />:5 <br /> <br />2 x 4 @ 24" O.C. <br /> <br />2 x 4 PANEL BLOCKING @ 4S" O.C. <br />ATTACHED W / (2) 16d TOENAILS <br />INTO BOTTOM CHORD. <br /> <br />--1 <br /> <br />INTERIOR HIP VAULT; - <br />6: 12 SLOPE CENTER <br />AND 3: 12 SLOPE SLIDES. <br /> <br />ij <br />II .,,--1/2" COX PLYWOOD OR 7/16" OSB <br />I~ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. <br />~ EDGES AND 12" O.C. FIELD <br />I <br />I ,..-GABLE TRUSS <br /> <br />:$ <br />X I .,..,-''L'' BRACE TO EXTEND AT LEAST <br />:!=~ 2 x 6 P.T. Y 90% OF WEB LENGTH (SEE TABLE BELOW) <br /> <br />~ ~:SILL r <br /> <br />~< ~$ IOd x 3" @ 3" o/e THROUGH <br />J r CHORD INTO 2" x 6" P.T. PLATE <br />5/S" OR 1 /2" CEILING DENSE Y / <br />GYPSUM WALL BOARD FASTENED --: <. .",-- ~t6~R W/EAJ~~~~RY. <br />WITH Sd COOLER NAILS OR 1 1/4" ~. {~.. <br />LONG DRYWALL SCREWS COMPLYING /~ \.- MOISTURE BARRIER. <br />WITH ASTM C 1002 FOR FIRST s' -0" <br />FROM END WALL @ 4" O/C TYPICAL "- -- USP LTPA @ 4S" O/C (TYP.) <br />f- <br />"- <br />1/2" DIA. BOLT @ 24" O.C. "- <br />MINIMUM 6" FROM PLATE SPLICES <br />W/ 3/16" x 2" DIA. PLATE WASHER <br /> <br />END <br /> <br />I <br /> <br />l..oi~ <br /> <br />CEILING _ <br />RIDGE <br /> <br />~.. <br /> <br />= <br /> <br />a.. <br />" :J: <br />::ll>> <br />:0 >. <br />:-~ .Q <br />='" .;.C <br />... co <br />.. <J) <br />:J) '0 <br />:9 0 <br />n ::I <br />....< <br /> <br />\ ~ :\-1" <br /> <br />- 2 x 4 NON-STRUCTURAL <br />FRAME KNEEWALL <br /> <br />~ 2 x 4 P.T. <br />I "'-- MOISTURE BARRIER <br /> <br />~ ~ BOND BEAM <br /> <br />~ MASONRY WALL <br />~ 4.2R INSUlATION <br /> <br />EXT. WALL CONN. -a) ~ <br />NON - LOAD BEARING LOCATION ( D \ <br /> <br />REFER TO DETAIL A/51 FOR MORE INFO. SCALE: 3/4' = 1'-0' \& <br /> <br />D .... <br />.... 0 <br />- <br />... <br />" , <br />:::> <br />en <br />u . <br />(\) .. <br />~ <br /> <br />....~ <br />,. <br />o ' <br />. <D <br />D <J) <br />:I) " <br />- - <br />:>- > <br />...J <J) <br />- '0 <br />~C\.l <br />.I.. _ <br />, ~ <br />.u~ <br />..J I <br />:!la.. <br />Z :z: <br />:I) '0 <br /><~ <br />::J.,.:.t: <br />~ ~ <br /> <br />- a.. <br />- I <br />:z: - <br /><- <br />Z (I) <br />z: - <br />.u ,. <br />...J (I) <br />- :z: <br />.... <br />$I <br />$I Q9 <br />='J <SO <br />QC) <br />::) <br />- +00 <br />:I) <J) <br />- "'? <br />:I) C <br />~Cl <br /> <br />g-; <br />...J (I) <br />:00 <br />- <br />.. a.. <br />~;J: <br /> <br />SiMPSON A34 <br />W/4-8d x 1 1/2" INTO <br />BLOCKING & (2) <br />3/16" DIA. x 1 3/4" TAPCONS <br />INTO BOND BEAM.( 1 7/8" <br />EDGE DIST MIN.) <br /> <br />/ ., <br /> <br />'L I BRACING REQUIREMENT6 <br /> <br />lATERAL CAPACITY <br />(157 PLF) "'=45~-65~ <br /> <br />STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6" <br />SPACING "L" BRACE ''L'' BRACE ''L'' BRACE "L" BRACE <br />16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" <br />24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" <br />SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND <br /> <br />(2) 2"X8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br /> <br />D SAMUEL A. GREENBERG, P.E. i34245 <br />D TI-IUY 1-1. 1-1 UYN 1-1 , P.E. ~~0122 <br />D IRWIN J. BENSON, P.E. .4~158 <br />D All ABBAS I-IAKIM, P.E. ~~ 18~ <br /> <br />t\ AL T. <br />EXT. WALL CONN. -a) ~ <br />NON - LOAD BEARING LOCATION ( E \ <br /> <br />REFER TO DETAIL A/51 FOR MORE INFO. N.T.S. 55 I <br /> <br />""='" <br /> <br />, <br /> <br />D E DAN5CO <br /> <br />ENGINEE~ING, FA. <br />p.o. eox ~ - APOL.L.O BEACH - R..ORJDA - 33512 <br />~ - (813) 645 fZ>t66 PAX - (813) 645 %~ <br />e6 ..tat"" fC\ niESE DRAWINGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING. PA, AND niE <br />....., IV ~ CUENT ON nilS PROJECT ANY REPRODUC1l0N OR UNAUniORIZED USE IS PROHIBllED - 2003 <br /> <br />" <br /> <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, <br />SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH <br />1 Odx3" NAILS @ 4" O/C. <br /> <br />GABLE END DETAIL AT HIP VAULT j <br />1 <br />SCALE: N.T.5. <br /> <br />F <br />55 <br /> <br />)L <br />If <br /> <br />ill CREATED 01-02-02 <br />120 MPH <br />3 SEC. GUST <br /> <br />-=- <br /> <br />--= <br /> <br />TO TI4E BEeT OF THE ENGINEER'e KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND OFECIFICATION$ COMFl Y WITH TI4E <br />FLORIDA BUILDINU CODE, 5ECTION 1606 FOR 120 MPl-4 3 SECOND <br />GOOT, EXPOSURE '6' WIND ZONE (2001 EDITION). <br />THI5 DRAUJINU AND DE516N Ie VALID FOR 1:2 MONTH$ AFTER TI4E <br />DATE IT IS 516NED AND 5EALED. <br />516NED AND 5EALED FOR THE STRUCTURAL PORTION OF THI5 <br />DRAUJIN6 ONLY. <br /> <br />&EAl..""- <br />\ eCALE NOTED <br />DATE 112/02 <br /> <br />LENNA~ ~OMEe <br /> <br />TAMPA DlvlelON <br /> <br />DRAUN BV. <br />N:/BLOCKS/STD 2001 <br /> <br />~ <br /> <br />FRAMING CONNECTION5 e EXT. WALL5 <br /> <br />\... <br /> <br />DE JOB NO. PM - 5021 <br /> <br />85 <br /> <br />~ <br />