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<br />" 5. nOOF TnUSSEg TIMDEH TnUSSES OESIGNED FaIt:
<br />TOP CHORD OJ.:AD LOAD :: 7 PSF
<br />llOTTOH CHORD DEAf) LOAD "-!lO PS[I'
<br />WIND AND ~IVE LOADS AS NOTED ADOVE
<br />~PEC 1 AI.. LOADS AS NOTED ON THE FHAHINO PLAN
<br />THUSS H^NUI<'M~rURER SHALL SUBMIT SIIOP OHi\WINOS
<br />SlONEU AND 9EAL~D OY A FLORIDA P.E.
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<br />6. 'fIHIJF.(~ CONNEC'rtONS -- DESIGNATIONS SHOWN ON DRAWINGS AHE
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<br />AT CORNEllS OF BEMIS AND
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<br />:8. CONCRETE -- 3000 PSI COHPHESSIVg STRENGTII AT 28 DAYS,
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<br />A. ' CONS1'HUC "nON TO COMPLY WITH THE "S'fANDAHD BUIJ..DINO
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<br />E.' CONCRETE BLOCK -- AS'fH C90, ORADE N, TYPE 1.
<br />F. JOINT RgINFOHGINO = 19 OAGE OALVANIZED WIRE. L/\DOEH TYPE,
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