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<br />r CONTlNtlCtJ5. LATERAl..
<br />A WEE> BRACINCt A\>
<br />// REaD. BY TRUSS
<br />HM<'JFACWRE:R
<br />FOR TRlJ5$ DEStc;N
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<br />ZO' MAX BETWEEN
<br />OIACtCNAI. 6RAClNC>
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<br />,,' D'AMNAC ~~, A' '^C" ""BH'~
<br />RE:QUIR~ CONTlI-.\!0U5 LATERAL 8RA<;:i<-l::o. IF NO LATERAl.
<br />BRACINCt 15 REQUIRED. FLACE DIA6CNAl BRACE NO GREATER
<br />iRAN 1& FEET INTERVALS ALctiG Tf.tE TRlJ!;& LENC>TI-l. AL\\iA'f5
<br />LOCATE A OIAGCt-lAL BRACE AS CLOSE AS P055ISl.E TO T!-IE
<br />!-llGl-l POINT Cl" THE TRUSS. Tl-tE $F'ACINc. ElETWEEN 5ET5 Cf'
<br />DIAGONAL 8RACINe. 5l-IALL OE TWICE il-tE I-lORIZONTA/. RUN
<br />OF Tl-lE DIAGONAL BRACINC. OR Z([J FEET MAXltillM. A
<br />MNrtiUM Cf' rl!.O SETS REQUIRED, IN&TALL THE DI.ac;.cNAL
<br />BRACE AT A .05 DEGREE AN;;LE TO H.E LATERAL BRACE,
<br />ATTACH THE DIAGONAl.. ElI'1ACE TO TI{E OPPOSITE 510E OF
<br />HiE WEB MEMt3ER ReQ\.lIR1NC.T;.E LATERAL ElRACE.
<br />FASTEN Tl-IE DIAGONAL BRACE WlTf.1 nJ Ib d NAIL5
<br />AT EYERY TROSS u.ee MEMeER IT CROSSES.
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<br />Q PERMANENT TRU&& BRACING
<br />A4.1 NOT TO SCAlE .
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<br />/~~.~-- Rcx;>F WEAT~ING
<br />
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<br />1
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<br />TRUSS WEB MEMeER
<br />
<br />..,~- CONTINUOUS PERMANENT
<br />LATERAL BRACE
<br />
<br />PERMANENT D1AGCNAL
<br />2><4 BRACE NAILED TO
<br />OPf'O$ITE orOl:; OF w.:::e
<br />
<br />Q PERMANENT WEB BRACiNG
<br />A4.1 NOT TO SCALE
<br />
<br />I --- PileI-< GRADE AWAY
<br />FROM A$Pj.,!AL TIC CeNC.
<br />PAvl~ AT 'y PER FOOT
<br />FORMIN.2'-O'
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<br />COMPACTED GRANULAR
<br />FlU..
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<br />@ DETAIL- EDGE OF PAVING
<br />A4J NOT TO SCALE
<br />
<br />@ not used
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<br />TRE,/., TE0 PI. Y(X)OD
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<br />TREATED l/r cox
<br />f'l ,(WOOD SHEATI-lING
<br />RALL l-Ielc.HT Of WALL
<br />AT ALL UlALLS. U$E 8D
<br />6ALVANJZED RIN6
<br />SI-lANK NAllS AT 6' OC /
<br />AT AlL ED6E:S. lNSTALL /
<br />VERTiCALLY ON n4E
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<br />e' ll-lICK GRAva AlON(, !ft;Z'i& "It
<br />ENTIRE NORn{ $OI...'TH /
<br />AND AND WEST SIDES+ ~ i:;
<br />DEPTl-lT06E - . ---.,]g
<br />DETERMINED ....~;;
<br />ElY SALT $HEO //!;..
<br />ENGiNEER .-'~~----~-- -t-- - ..
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<br />PERMANENT lAJ$~ BRACING
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<br />I ROOf CCN0TRUCTION
<br />--~~l-A$~-ALT Sl-iiNGLES-.~-~---.-~.
<br />i-I$' FELT PAPER
<br />I-LEAK BARRIER AT Rocr EDGeS
<br />1- 5/8' ROOf' $j.;EATl-lING UJlTI..1 CUPS
<br />i.PRE.-EN8iNEEREO UX>OD TRUSSES
<br />! AT ~4'OC
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<br />-'-~--~--~-5ALT PILE I-iE;GHT
<br />I-~---CCNT TREATED TOP FLATE
<br />515. lOlZED BY $ALl Sl-lED EN::.fNEER
<br />f TO SUPPORT R:OCf' TRUeSE5
<br />I r--A\..UMl},'\X1 DRIP EDGE
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<br />'--1><e u;,?OD $UB-
<br />j ~ FASCIA AND
<br />.1 . Ix/} TREATED
<br />FASCIA
<br />O' ,
<br />.. 'H'---~5~~oE:~1-l
<br />PLATE wl(l)
<br />$iMF:x:>N HIe> TIE
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<br />~---- TREATED IJ.'OOO FLANKING
<br />~- STEEL CABLE AT EACI-l. P05T
<br />TOP TO eoTTOM
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<br />. -- ;cC ;;,;~ PeA" - -\ n -
<br />CONNECTE:R$ AND RQClF \
<br />CUpS TO BE PAINTED \
<br />\ Ul/R\.l5T INl-lIBITI"-'8 \
<br />\ A5Pl4ALT FAiNT. TYP--~
<br />L TREATED 1x4 FILL MARKET 545,
<br />ON ALL WALLS. AnACl-I ",/ (2)
<br />I6D ~ NAILS AT 24'OC
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<br />---~ F,NISI-lEO 6RADE
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<br />_.____1_
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<br />6R.ANULAF:Hl-L
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<br />FILL f'05T iJOLE wI CA5T IN Pl.ACE
<br />CONCRETE: . SIZE TO BE
<br />_ _ _ _ _ _ _ .DETERMINED8Y SALT SHED
<br />ENUiNEER
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<br />l/8', 1'-0' ilixn)
<br />V4' . r.0'02x34)
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<br />BUILDING CROSS-&ECTION LOOKING EAST
<br />
<br />- --- CAST IN PLACE CONCRETE FOOTNC.
<br />- SIZE TO BE DETERMINED BY SALT
<br />SHEO EN6INEER
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<br />AT N'OC
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<br />-----TRUSSES AT 24' OC
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<br />---~~-_.- STEEL CABLES
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<br />.- .--..-- -LlGl-IT FIXTlJRES
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