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1707 SCENIC DR SNO CO PUD 2018-01-02 MF Import
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1707 SCENIC DR SNO CO PUD 2018-01-02 MF Import
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Last modified
1/17/2020 2:57:05 PM
Creation date
3/9/2017 1:58:34 AM
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Address Document
Street Name
SCENIC DR
Street Number
1707
Tenant Name
SNO CO PUD
Imported From Microfiche
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July 16, 1985 <br />BEVERLY PARR SOBSTATION <br />SUBSTATION CONTROL HOUSE SPECIFICATIONS <br />JnB NUMBER 031�701 _ <br />DWG. N0. 0-38:t5 <br />REV. � 0 <br />REF. llWG. D-6E26 <br />THE BUILDING SPECIPICATION SHALL CONSIST OP T9E [TOLIAWING: <br />Division=_ 3 through 16. <br />Divisions i and 2 are not part of this contract. <br />DI✓ISION 3. CONCRETE <br />See attached Puget Sound Power s Light Company Standard <br />Specifications: 3112.0393, Concrete Structural; 3112.0345, <br />Concrete, Field Mixed; 3112.0335, Bars, Deformed, Reinforcing, <br />Steel; and Standard Practices 3114.0343, Concrete Installation <br />and 3114.0335, Reinforcing Steel Deformed Bars, use af. <br />DIVISION 4. MASOI'1RY <br />A. General: Conform to requirements of the Unifocm Building Code <br />(l�test) any other local building codes. <br />B. Waterproofing Admixture: Master Builders "Cmicron Mortar- <br />proofing" to be used according to manuf<�cturer'sinstructions. <br />C. Mortar for all masonry work shall conforn to ASTM C270 <br />(J.atest) Type S. <br />D. Hollow load bearing concrete masonry units (C.M.U.) shall <br />confurm to requirements of ASTM C90 (latest) Grade N-I and <br />shall measure 8 x 8 x 16. Lay units in running bond, 3/8" <br />joint, exterior and interior joint - tooled. <br />k;. Anchors: Yrovi_e as cequired and as detailed on drawings. <br />F. Reinforcing bars shall conform to ASTM A615 (latest), Grade <br />60. Lap splice 3f times the bar diameter unless otherwise <br />noted on the drawi�g. <br />G. Concrete to fill c;lls of concrete masonry units shall be as <br />specified in Note ' on Sheet 5 of Drawing D-6626. <br />eo <br />z <br />c <br />--I <br />� <br />m <br />�� �. <br />.-1 T <br />n-� �--I <br />N 2 <br />0 <br />m <br />cv <br />mo <br />n <br />-i c <br />o� <br />-� z <br />m~ <br />.. <br />�z <br />�� <br />K N <br />�z <br />-� � <br />�• <br />r. N <br />0 <br />r <br />c �mi+ <br />3 N <br />�r1 <br />Z C� <br />:� �, <br />h <br />� <br />-i <br />x <br />a <br />z <br />� <br />_ <br />v <br />e <br />_� <br />� <br />m <br />
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