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1903 OAKES AVE 2018-04-13
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1903 OAKES AVE 2018-04-13
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Last modified
4/13/2018 11:47:44 AM
Creation date
4/13/2018 11:47:42 AM
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Address Document
Street Name
OAKES AVE
Street Number
1903
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DRAWN BY: <br /> ENGINEER DETAIL FOR WALLS IA LI <br /> DESCRIPITON FOR WALL FROM FOUNDATION WALLS <br /> Industrial Services LLC <br /> THE NOTES ON THIS PAGE FOR MATERIAL TYPE SIZE AND SPACIN19SUPERSED IAVII , 1 <br /> Maryland! Washington DO I Not1tion711* <br /> 410-530-5364 <br /> B = PONY WALL WITH A HEIGHT ABOVE THE FOUNDATION OF 21" <br /> WILL USE TABE 1 OR TABLE 2 WITH 3 STORIES ABOVE THE FOUNDATION NOTES: <br /> USE 5/8" DIAMETER BOLTS 3' OC WITH 5" EMBEDMENT <br /> USE 1/2 OSB WITH 8D @ 3"OC EDGE AND 8D @12" OC IN FIELD WITH 1 3/8 PENETRATION <br /> SHAREWALL PANELS REQUIRE A SIMPSON HTT4-1810DX1/2NAILS WITH A 12" EMBEDMENT USING EPDXY FOR THE ANCHORS <br /> THE SPACING FOR THE ANCHOR BOLTS INSIDE THE SHAREPANLES WILL DEPEND ON WHICH TABLE 1 OR 2 <br /> liattitt-AIWIALU3RalVal IRA BOLTS WITH A 3"X3" BEARING PLATE <br /> C = PONY WALL WITH A HEIGHT ABOVE THE FOUNDATION OF 34-38" 9/20/2c1 <br /> ,1.t0,7,rnaai <br /> WILL USE TABE 1 OR TABLE 2 WITH 3 STORIES ABOVE THE FOUNDATION <br /> USE 5/8" DIAMETER BOLTS 3' OC WITH 5" EMBEDMENT <br /> USE 1/2 OSB WITH 8D @ 3" OC EDGE AND 8D @ 12" OC IN FIELD WITH 1 3/8 PENETRATION / <br /> SEAL <br /> SHARE WALL P REQUIREA S1MPSON_HTT471.810DX:I/2NAILS wrm A 12" EMaEDMENT U.$1Ne EPDXY FOR THE ANCHORS <br /> THE SPACING FOR THE ANCHOR BOLTS INSIDE THE SHARE PANLES WILL DEPEND e, <br /> ON VVHICH TABLE 1 OR 2 ,polawr ‹c• <br /> THE AN.CHORS WILL BE SIMPSDN TITAN BOLTS WITH A 3"X3" BEARING PLATE 0 <br /> USE DETAILS 1,2,4,5 AND 6 FOR TAE3LE 2 ; 77' <br /> D+= PONY WALL WITH A HEIGHT ABOVE THE FOUNDATION OF 43-48" e 1242 <br /> WILL USE TABE 1 OR TABLE 2 WITH 3 STORIES ABOVE THE FOUNDATION cc\ <br /> USE 5/8" DIAMETER BOLTS 3' OC WITH 5" EMBEDMENT <br /> USE 1/2 OSB WITH 8D @ 3" OC EDGE AND 8D @12" OC IN FIELD WITH 1 3/8 PENETRATION <br /> SHARE WALL PANELS REQUIRE A SIMPSON HTT4-1810DX1/2NAILS WITH A 12" EMBEDMENT USING EPDXY FOR THE ANCHORS ENGINEER: <br /> THE SPACING FOR THE ANCHOR BOLTS INSIDE THE SHARE PANLES WILL DEPEND ON WHICH TABLE 1 OR 2 <br /> THE ANCHORS WILL BE SIMPSON TITAN BOLTS WITH A 3"X3" BEARING PLATE <br /> USE DETAILS 1,2,4,5 AND 6 FOR TABLE 2 <br /> HD = HOLDOWN / SIMPSON a <br /> HTT4 206-784-7275 <br /> RETROFIT & REMODELING („7"; <br /> k Vitt' <br />
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