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E -7-l."li <br />+ <br />CORNER W <br />POST BISSI- <br />CC»«:RiTE <br />/- v-IDOW SU <br />/--NK,(PA,a <br />r- BOTTOM CORNER <br />i <br />/ TRCK <br />rjyl- NOMjE WALL <br />WI,DOW ; 2-VERT SCREW O CL EA <br />3-149 SST WOODNM f \ <br />-aIBED POST <br />IN CONCRETE <br />CONCRETE FOOTING <br />DtAG STRAP--I<.- <br />11/7082 <br />6083-T5 W; 6·08 <br />8 EA END Mf <br />/ SU MlliJON <br />Er r- MI)1 3 PLWD. <br />f<b<3 3>92 <br />V 8(ST APPROVED DECK <br />(BY OTHERS) <br /> NOTES: <br />NOTE: <br />SEE GR DRAWNGS FOR MAJOMUM ALLOWABLE <br />PROJECTION REQUIREMENTS FOR X-BRACE <br />OPTION. <br />NEW DF 2, GLKG <br />¢M MIN) USEPT <br />DF WHERE <br />REOD BY CODE <br />L <br />1. THIS DETAIL IS TO BE USED FOR WIND UPUFT <br />PRESSURE < 20 p•I. <br />2. THE EXISTING DECK SHALL HAVE A PERMIT FOR <br />CONSTRUCTION ON FILE W/ THE LOCAL. JURISDICTION. <br />NOTE: <br />3. THE EXISTING DECK SHALL BE QUALIFIED FOR ALLSEE GR DIUWNGS FOR MAXIMUM <br />ED(ST JOIST AT 24'ADDITIONAL LOADS BY AN ENGINEER LICENSED TOAUOWABLE PROJECTION REQUIREMENTS <br />PRACTICE N THE LOCAL. JURISDICTION.O.C MAX 18M,FOR EMBEDDED POST OPTION. <br />4. FOR CBC ENCLOSURES ATTACHED TO DECKS. THE gffL SIMPSON LU26 @DF MUIMUM HEIGHT OF THE ROOM SHALL BE 12-0•SIMPSON HUS26Z @ PT OF MEASURED FROM THE GROUND TO THE MEAN ROOF , 11;01MT <br />EMBEDDED POSTOPTION X-BRACE OPTION <br />DECK ATTACHMENT <br />5. FOR IBC, IRC & FBC ENCLOSURES ATTACHED TO ::a¥!IDECKS, THE MA)(IMUM HEIGHT OF THE ROOM SHALL. <br />BE 15'·C' MEASURED FROM THE GROUND TO THE <br />MEAN ROOF HT.1 3:M <br />DETAIL <br />214·-re <br />031 <br />E30-1, GR-1 <br />DETAIL <br />3,4'-17 <br />Eh <br />E30-1, GR-1 <br />DETAIL <br />3'-10-0'»lj <br />4/3 <br />Z <br />#3018 EW @ ENCLOSURE WALL <br />CLOFSLAB <br />31/2• CONCRETE SLAB NOTES: <br />(MIN) <br />.i·1. SEE 1/E30-2 FOR SLAB IN <br />2 GRADE REQUIREMENT. <br />N <br />03@12 OC - <br />ALT HOOK <br />1'-40 MIN <br />#3@12 OC HOOK 2. SPECIAL ENGINEERING <br />@ CORNERS REQUIRED WHERE FOOTING • <br />ACTS AS A RETAINING ·D <br />WALL <br />@ CORNERS <br />3. STEM WALL. THICKNESS IS • • <br />FROST UNE DEFINED BY EQUAL TO 8- MIN. <br />LOCAL JURISDICTION <br />SEE OPTION 1 FOR <br />BALANCE OF INFO <br />| FROST UNE DEFINED BY <br />LOCAL JURISDICTION <br />g <br />OPTION 1 OPTION 2 <br />Fi <br />tiir131SAS 3Hn9010N3 .E ,uu <br />DETAIL p1'.104 0.... ./ <br />C.....0 .... <br />D.. <br />SMEIT.17.22 <br />L <br />REWSION <br />11 <br />4 ' i B,p =25 4- 19