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<br />APOP LIVE LOAD-- 16 ~~p FOR 4/12 SLOPE
<br />20'P'SJI FOI~ RISE LESS THAN 4/12.
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<br />I COl~t SUB 'II I '6X6 101\0 ' :
<br />I W WaR FIBER R t NF . t
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<br />TIHOE~ TRUSSES DESIGNED FOR: .
<br />TOP CHOHD DJ.:i\D LOi\D -= 7 PSF
<br />llOTTOH CHORD DEi\D LOAD :r10 PSI"
<br />WiND M.m '..IVE LOADS 1\3 NOTED ADOVE
<br />. SPIo.:C'lA,l.. LOADS AS NOTED ON THE FRAHINQ PLAN
<br />TRUSS MANUFACTURER SItALI, SUBHIT SHOP DRAWINGS
<br />. SlUNED AND SEALED BY'A FLORIDA P,E.
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<br />6. 'rrMap.l~ CONNECT IONS -_
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<br />DESIGNA'frONS SHOWN
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<br />NJ.:CTOHS ARE OALVANIZED.
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<br />SLAB WITH 6 610/10 W WF OR
<br />FIBER MESH VER 6 MIL' VISOUEEN .
<br />OR ('5 BUILD NG PftFER. . .
<br />WI HALL JQ NTS ArV OPrnlt~GS SHLEO
<br />OVER lEfi\Cll fREA fED COMPACTED
<br />FILL .
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<br />SP~ICES -- (N MASONRY ~ 49 DAR DIA-
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<br />METRHS.
<br />COHNEI~ DARS -- '5 OARS. 2'-0" X 21-0"
<br />AT CORNERS OF DEAMS AND
<br />FOo INOS. QUANTITY TO
<br />MATCII LONGITUDINAL REIN-
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<br />a: . CON.CRE'rL~ ..-' 3'000 PSI .
<br />. t:. COHPHESSIVE STRENGTH AT 29 DAYS.
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<br />. DENOTES 115 eAR VERTICAL n~ FILLED
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<br />MAX SPACltlG 6'0'
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<br />MASONRY:
<br />A. ,CONSTtWc 'TION' 1'0 COMPLY WITH TilE "STANDARD BUILDING
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<br />IJ. l)HS ION COHPHESSI VE s'rnENOTII = fm' = 1500 PS I AS DETER-
<br />MINED BY TlfE UN1'r STRENGTH METHOD.'
<br />C. OHOU1 -- ASTH C116'. W ITJI COHPHESSIVR STRENGTH 01-' 2000 PSI
<br />MINIHUM AND A ,SLUMP ~ 8" TO II".
<br />D. ~!OnTAR -- AS'fH C270, TYPE S, 1900 PSI.
<br />e. CONCRETE BLOCK -- AS'fH (;90, GRADE N, TYPE 1.
<br />r. JOIN~RHINFORtiNO ~ '9 OAGE GALVANIZED WIRE, LADDER TYPE,
<br />JOIN'f REINFORCINU AT 16" O;C. VERTICAJ..LY IN ALL MASONRY
<br />WALLS ~ CONHEC'{' CORHEltS ANJ;lIHTERSECT INO WAJ...LS W ITII CORNER
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<br />J SEE SHE PLAt~FOIl ACTUAL, F' IN FLOOR ELEVATIONS
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<br />Utlf T5 STEPPING lIP FROY LE.Ft TO RIGHT ARE OWOSI lE HANO
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