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<br />-,_..,.~..,------_._----- <br /> <br />- <br /> <br />110 X 1/2' HEX HD CORROSI <br />LWASHERLSEAL <br />APPROX 4' OC MAX. <3 SCRE <br />AS SHOWN <br /> <br />ENGINEEB'S NOTES: <br /> <br />!.THE WIND LOAD DESIGN COMPLIES WITH 110 MPH WIND SPEED <br />(3 SEC GUST) 90 MPH FASTEST MILE <br />2. THE WIND IMPORTANCE FACTOR IS 0.77 <br />3, THE WIND EXPOSURE CAT AGORY USED IS "13" <br />4, THE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS IS 0,00 <br />5, DESIGN WIND PRESSURE =2B PSF <br />6, RCCF AREA /CENTER POST =7,S'XB'=60 SQ FT, <br />7, APPLIED LOAD/@ CTR POST =1,680 LBS UPLIFT <br /> <br />VALENCE CAP <br />#8x1/2' CORROSION RESISTENT <br />WASHER HEADED SCREWS <br /> <br /> <br />3'X12"X,032 ALUMINUM PAN ROOF <br />18xS/8" CORROSION RESISTENT <br />WASHER HEADED CREWS @ 6" O,C, <br /> <br /> <br />><---- <br />---- <br />--- <br />--- <br />__--- EXISTING <br />ROOF <br /> <br />18 X 1/2' CORROSION RESISTANT <br />ALL PURPOSE SCREW <br /> <br />ALUM LASHING <br />INSTALLED 6" MIN UNDER <br />FIRST ROW OF SHINGLES <br /> <br />, X <br />\0<[ <br />,I ~ <br /> <br />4X VIEW . <br />FACIA ATTACIDIENT DETAIL <br /> <br />CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE <br />FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA <br />110x2" SMS OR LAG SCREWS@ 12" O,C, MAX <br />(2) ROWS STAGGERED <br /> <br />- -- - ------- ------ - ---I <br /> <br /> <br />, <br />I <br />\ <br /> <br />I <br />I <br /> <br />\ <br /> <br /> <br />3"x3'x.063" <br />ALUMINUM COLUMNS @8' O,C. X <br />TYPICAL (3) IN FRONT@ 8' O,C, <br /> <br /> <br />2'x4'x.063' <br />ALUM TIL T BEAM <br /> <br />, <br />C\J <br />- <br /> <br />T.......... - <br />. :.. , ~.~. <br />LA.,.. <br />- '"~ '" .. <br />. . <br />-- --~. '" <br />. <br /> <br />~/--1 <br /> <br />,.~ ..-- <br /> <br />I <br />I ENLARGED VIEW .. <br />~ --------------~~pMN _:!'~-------, <br /> <br />I <br />i ....~L 3'x3'll.ll63" ....- ....- \ <br /> <br />: /16-18 HEX HD BeLT. \lASHERS I.NUT 'I <br />\ CORRDSION RESIST ANf(2) <br /> <br />l'lC2" ALUM BASE PLATE (TYP) I <br />I I <br />I PT 2lC4/DECICING I <br />I FAST~ TD JDtsTS \ <br />\l/lSlC3 DECK SCRE\lS <br />I ' <br /> <br />i i <br /> <br />, I <br /> <br />i ""X .c. - i <br />I TYPICAL DETAIL OF TYPICAL I <br />II ALTERNATIVE WOOD DECK .10 TAPCCNSX 3 1/2" \ <br />POST TO DECK -CORROSION RESISTANT <br />CONNECTION 2" NIH IMBEDMENT IN 2")1" <br />PERIMETER JDISTS <br /> <br />l <br />L <br /> <br />3000 PSI CDNCRETE 2'X2'X2' fOOTING <br />OVER CLEAN C[M>ACTED SmL <br />3"lC3"X.06' MIN ALUM COLUMN IMBEDDED 2' MIN IN <br />PIER VITH 1 . 5 X 12' REBAR MI1.tITED CllDSSVISE <br />.CENTRAL THRU CDUJMN APPR[])(. 4" FROM COLUMN END <br />(3) PIER fOOTINGS LOCATED PER PLAN <br /> <br /> <br />MINI~ <br />AND' <br />DVE~ <br />VITH <br />DVEl <br />TER~ <br /> <br />ENLARGED VIEW <br />ALTERNATIVE PIER FOOTING DETAIL <br />