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10101 7TH AVE SE 2018-01-02 MF Import
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10101 7TH AVE SE 2018-01-02 MF Import
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Last modified
12/30/2021 2:05:13 PM
Creation date
4/3/2017 12:24:23 PM
Metadata
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Template:
Address Document
Street Name
7TH AVE SE
Street Number
10101
Imported From Microfiche
Yes
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4x12 RIDGE BEAM <br />2x12 RAFTER <br />12 <br />10 <br />SIMPSON PC44 <br />4x4 POST <br />SIMPSON BC46 <br />6x12 <br />Ll <br />RIDGE BEAM SUPPORT <br />10d @ 6" 0,C.-\ <br />V <br />2x12EA SIDE OF2x12 FLAT @ TOP <br />TRUSSOF TRUSS <br />16d @ 12' O.C.DBL 2x10 TRUSS <br />CHORD <br />rJ TOP OF TRUSS <br />NOTE: AT SIM CONDITION <br />TIE ROD IS NOT <br />(2)2x10 DF-#2 INSTALLED <br />TOP CHORD <br />4x4x3/16R <br />I O <br />I <br />I <br />o I <br />1/2"0 THREADED <br />ROD <br />3/4"0 THROUGH BOLTS / <br />W/ MALLEABLE IRON <br />WASHER EACH SIDE <br />4x6 DF-#2 <br />4 TIE ROD <br />4x6 TRUSS <br />STRUTS i <br />R 3/8x9-1/4x1'-3" <br />5 5 EA SIDE EXCEPT T <br />3/8x9-1 /4x0'-9" <br />EA SIDE @ SIM. <br />I <br />�I o 0 0 <br />N <br />I <br />o Oo o I <br />- N <br />(2)2x10 TRUSS <br />BOT CHORD <br />3/4"0 THRU BOLTS <br />FILLER FROM 48 TYP 6 PLACES THIS <br />CONN. TYP EXCEPT <br />4 PLACES ® SIM. <br />3 TRUSS WEB <br />4x4 SPACER 44 SPACER <br />412 RIDGE BEAM <br />412 RIDGE BEAM <br />T 3/8 x REO'D x 1'-O" <br />SADDLE WELD TO F} <br />(2)2x10 TOP <br />3/16 <br />CHORD <br />0 O° <br />3/16 o Oo <br />4x4 SPACER <br />f-f'L 3/8 x 9 W/ (4)- <br />3/4"0 THRU BOLTS <br />2 TRUSS PEAK <br />0 <br />SEE SECTION A <br />FOR CALLOUTS <br />IN COMMON <br />4x6 DF <br />1 <br />S15 <br />202 RAFTER <br />(2)2x10 DF #2 <br />TOP CHORD <br />(2)2x10 DF #2 <br />5 <br />15 <br />4x WOOD BLOCK <br />3/16 <br />SIMPSON ST6236 — I( <br />STRAP @ ALL PLATE 1 0/ <br />DISCONTINUITIES. I <br />OPTIONAL 1 PLACE o I <br />STAP ON TOP OR <br />SIDES OF PLATES. <br />BOLT THROUGH <br />ANGLE OR STUD <br />EA SIDE <br />1/BENT <br />�' W/ W/ 3/ 3/8"0x6" <br />LAG TO BEAM EA <br />SIDE WHERE TRUSS <br />IS SUPPORTED ON <br />BEAM 11 <br />POST PER <br />PLAN <br />1 ) TRUSS HEEL <br />3/4"0 BOLT W/ <br />MALLEABLE IRON <br />WASHER TYP. <br />I <br />3 <br />SIM. S15 <br />2 <br />S15 <br />4x12 RIDGE <br />\ W/ VENT <br />� I <br />12 <br />10 <br />3/4"0 BOLT kV/ <br />MALLEABLE IRON <br />WASHER TYP <br />(2)2x10 DF #2 3 <br />S15 <br />ROOF TRUSS SECTI <br />4 <br />S15 SIM. <br />4x6 DF #2 <br />4 <br />S15 SIM. <br />4x6 DF #2 <br />oou5 1 p101 7th <br />Structural Engineering Consultants <br />(2)2x10 <br />fE 3/8x9 W/ <br />(6) 3/4"0 <br />THRU BOLTS <br />46 SPACER <br />N. T. S. <br />Ave SF' <br />W <br />N <br />on <br />Z <br />W <br />2 <br />a <br />w <br />0 <br />0 <br />IrF0 <br />I <br />rn <br />m <br />0 <br />p <br />V, <br />CQ <br />M <br />�d7 <br />rn <br />� <br />w <br />w n <br />a o <br />�05, <br />m <br />ZJ <br />_ <br />Q <br />Fzo� <br />a <br />[7 <br />�n <br />Z <br />Z <br />W <br />z <br />w to <br />z <br />w <br />Lm <br />W <br />0 <br />H <br />� <br />a C <br />cl) <br />CQ <br />rn <br />•S <br />/V[{ <br />cQ <br />QQ <br />M W <br />Go <br />C <br />0� <br /><ZQ� <br />U <br />4d w <br />®JWw <br />j <br />®� <br />�Q <br />o <br />Ili <br />w <br />ti <br />W <br />! <br />w <br />41 <br />C •� <br />®U <br />0�� <br />J <br />LU <br />° <br />L N <br />e <br />no ri <br />o <br />C <br />M❑ <br />crr <br />m <br />( <br />m <br />rn <br />C`1 <br />m <br />I <br />O <br />N <br />L\ <br />0 <br />0) <br />5 <br />cV <br />` <br />m <br />L <br />m <br />Q <br />C0 <br />D <br />Z <br />0 <br />LLi <br />c~il o <br />O <br />a- <br />c <br />ui <br />o <br />of <br />o <br />:D <br />(n <br />V) <br />w <br />go <br />SUBMI -Tt�L ET�O�N�LY <br />TMOT °C"R`aiLc'r oTION <br />RE ION PEN G LOCAL JURISDIC7 ONAL <br />VIEW. <br />8 1 ZE 7" <br />10 <br />
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