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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
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Deverly Park Su[�station <br />Division 4. hiasonry, c��tinued <br />July 16, 1985 <br />y. All. ceils containing reinforcing bar shall be filled with <br />conc-e!�. Other cells shall be solidly filled as noted on the <br />drawings. <br />DIVISIOTI 5. NETAI.S <br />A. Me+cal Roof Geck <br />1., Roof deck shall be H.H. Robertson Section 5-7.5, 16 gauge <br />or equal. Metal shall be galvanized to ASTM A525 <br />(latest). Material shall be 16 gauge steel. <br />2. Welding: Shall be done by certified welder. Deck shall <br />be welded to 1/4" flat bar around the perimeter of the <br />building to withstand shear forces. Deck sections sha?' <br />also be w�lded together to withstand these foroes. The <br />required weldir.g type, size and spacing shall be designed <br />by the decking manufacturer. welds shall be wire brushed <br />and painted with metal primer. <br />3. The vertical portion (or web) of the roo: deck panel <br />shall be perpendicular (90° angle) to the horizontal deck <br />portion and the bottom fl�nge aln�g the full length of <br />the panel. Panels which do not meet ths requirement <br />shall noi be erected and shall be re�ected. <br />4. Design and Codes: Decking shall be manutactured <br />according to American Iron and Steel Institute <br />"Specifications for Design of Light Gauge Structural <br />Members", latest edition. Maximum deflection shall be <br />1/240 of span length. The maximum fiber stress shall not <br />exceed 20,000 psi. <br />5. The Contractor shal� submit L-hree (3) copies of complete, <br />checked, manufacturer's installation drawings and bills <br />of material for the roof decking, to the Puget Sound <br />Power and Light Company, TSD Engineering Department for <br />approval prior to shipment Y.o the jobsite. <br />B. Light Gauge and Miscellanec�us 1•ietals: In accordance with <br />details on drawings and not thi��nar than 24 gauge. <br />DIVISION 6. CARPENTRY <br />A. <br />� <br />Rough Carpentry: <br />(latest}. <br />Finished Carpentry: <br />As required and in accordance with U.B.C. <br />None required. <br />-2- <br />z <br />0 <br />-�i <br />�-. <br />n <br />m <br />-{ T <br />�-+ --.1 <br />� in <br />mo <br />�c <br />om <br />�z <br />m~ <br />.. <br />o z <br />c <br />D -� <br />rx <br />.-. �� <br />-a in <br />� T <br />oD <br />-t m <br />m �-- <br />0 <br />� <br />or <br />C N <br />R1 N <br />z c� <br />-� rr*-i <br />n <br />z <br />_ <br />v. <br />� <br />c <br />-� <br />� <br />m <br />
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