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SALVAGE WAREHOUSE FLOOR PLAN NOTES <br />c <br />Q CONSTRUCT NEW FULL -HEIGHT I-HR FIRE RATED PARTITION OF 8-INCH COLD -QED METAL STUDS, 16" O.C„ <br />WITH %" TYPE 'X' G`'F'.-� WALLBOARD BOTH SIDES, AND 10 GA. SHEET METAL WAINSCOT ON BOTH SIDES, <br />8-FEET HIGH. SEE SECTIONS SHEET A-3. SEE STRUCTURAL DRAWINGS FOR FRAMING DETAILS AND DATA ON <br />STUDS. INSTALL FIRESAFNG AT ALL PENETRATIONS IN WALL SUCH AS STRUCTURAL MEMBERS, STEAN LINES, <br />SPRINKLER LINES AROUND MEZZANINE FLOOR, ETC - <br />CONSTRUCT NEW FULL -HEIGHT, 1=HR FIRE -RATED PARTITION OF B-INCH COLD -FORMED METAL STUDS, 16" O.C., <br />WITH,%" TYPE 'X' GYPSUM WALLBOARD BOTH SIDES. SEE SECTIONS, SHEET A-3. SEE STRUCTURAL DRAWINGS <br />FOR FRAMING DETAILS AND DATA ON STUDS. INSTALL FIRESAFNG AT ALL PENETRATIONS IN WALL SUCH AS <br />STRUCTURAL MEMBERS, STEAM LINES, SPRINKLER LINES, ETC- <br />t� <br />l rJ LINE OF NEW MEZZANINE ABOVE. SEE STRUCTURAL DRAWINGS FOR FRAMING PLAN AND DETAILS. SEE SHEET <br />A-3 FOR SECTIONS AND DETAILS OF MEZZANINE STAIR FURNISH AND INSTALL A CONTINUOUS TEMPORARY <br />GUARDRAIL, 42-INCHES HIGH, ON ALL OPEN SIDES OF THE MEZZANINE. GUARDRAIL TO BE CONSTRUCTED OF <br />2 X 4 WOOD CONTINUOUS TOP RAIL AND SUPPORTS AT 4-FEET ON -CENTER, WITH 1 X 4 TOE PLATE. GUARDRAIL <br />SHALL REMAIN IN PLACE UNTIL PERMANENT WALLS ARE CONSTRUCTED (MEZZANINE WILL BE UNOCCUPIED UNTIL <br />FUTURE WALLS ARE CONSTRUCTED). <br />® DEMOLISH AND REMOVE t24-INCH HIGH CONCRETE WALLS WITH REMOVABLE WOOD COVER AT VALVE PIT. <br />SEE STRUCTURAL DRAWINGS FOR INFILL DETAILS. <br />, LNE OF EXISTING WOOD -FRAMED STORAGE MEZZANINE. DEMOLISH AND REMOVE IN ITS ENTIRETY. <br />© AT NEW EXTERIOR ROLL -UP DOOR LOCATIONS, PERFORM THE FOLLOWING WORKS <br />+ REMOVE EXISTNG METAL SIDING PANELS IN THEIR ENTIRETY IN THE BAYS INDICATED. SALVAGE PANELS <br />r <br />STORES AREA <br />FOR REINSTALLATION. <br />+ CUT AND REMOVE EXISTING 2Vt" X ?tt" STEEL ANGLE HORIZONTALS AT BOTTOM AND MIDPOINT OF WALL <br />CONSTRUCTION, AS REQUIRED TO INSTALL NEW DOORS. <br />+ REMOVE ROD BRACING AT BAY 1-8 PER STRUCTURAL DRAWINGS. <br />+ CUT AND REMOVE EXISTING 4" STEEL CHANNEL VERTICALS AT tb-FEET ON -CENTER, AS REQUIRED TO <br />INSTALL NEW DOORS. <br />+ SAWCUT AND REMOVE PORTIONS OF EXISTNG 6" X fa" CONCRETE CURB AT BOTTOM OF EXTERIOR <br />WALLS AS REQUIRED FOR NEW DOORS. SEE DETAIL 3, SHEET A4. <br />• INSTALL NEW FRAMING PER STRUCTURAL DRAWINGS AND NEW ROLL -UP DOOR WITH JAMB GUIDES <br />AND OVERHEAD HOOD, PER DETAILS 1 t 2, SHEET A4. CUT SALVAGED METAL SIDING PANELS AND <br />INSTALL PER DETAILS AS (REQUIRED TO ENCLOSE EXTERIOR WALLS. <br />CUT AND REMOVE EXISTING STEEL ANGLE RACK SUPPORTS (WELDED TO COLUMNS) AS REQUIRED TO <br />PERFORM ALL WORK INDICATED. <br />® EXISTING PAIR OF SWINGING EXTERIOR DOORS (10-FOOTt WIDE OPENING) WEST LEAF OF DOOR SHALL <br />REMAIN AND SHALL BE SECURED PERMANENTLY CLOSED. EAST LEAF SHALL BE REMOVED FOR NEW <br />ROLL -UP DOOR INSTALLATION. <br />�9 INSTALL NEW CONTINUOUS METAL GUTTERS,1l5OTH SIDES OF BUILDING (NORTH SIDE: FROM GRID 6.5 TO <br />GRID S: SOUTH SIDES FROM GRID 65 TO GRID 833). GUTTERS SHALL 15E 24-GAGE GALVANIZED SHEET <br />METAL, 5" WIDE BY 4" HIGH: SLOPE TO DOWNSPOUTS 1/16" ofT- DOWNSPOUTS SHALL BE LOCATED AS <br />SHOWN: 4" DIAMETER, 24-GAGE GALVANIZED WITH STRAPS 0 4-FEET O.C. AND 45' OUTLET AT MOTTOK <br />• <br />DOOR SCHEDULE <br />W <br />DOOR <br />FRAME <br />REMARKS <br />a <br />F <br />o <br />SIZE <br />pC <br />pp <br />= <br />HR <br />LBL. <br />1 <br />W.M. <br />445/A4 <br />392W. X 99H. <br />C <br />W.M. <br />- <br />2 <br />2 <br />STL. <br />1 43/A4 <br />I8g W. X 10Q H <br />B <br />STL. <br />- <br />I <br />ROLL -UP DOOR <br />3 <br />NOT USED <br />4 <br />HNI. <br />8/A4 <br />3QW. X 1bH. <br />C <br />W.M. <br />- <br />- <br />3 <br />5 <br />W.M. <br />445/A4 <br />3AW. X TQH. <br />C <br />N.M. <br />- <br />2 <br />REMOVE EXISTING <br />b <br />H.M. <br />445/A4 <br />39W. X I&H. <br />C <br />HM. <br />2 <br />1 <br />STL. <br />1 43/A4 <br />SOW. X 10A214. <br />A <br />STL. <br />- <br />1 <br />ROLL -UP POOR <br />b <br />STL. <br />1 43/A4 <br />812W. X 109H. <br />A <br />STL. <br />- <br />- <br />I <br />ROLL -UP DOOR <br />S <br />STL. <br />1/A4 <br />4Q W. X 10Q H. <br />11190111 <br />A <br />STL. <br />ItI2 <br />1 4 <br />ROLL -UP FIRE DOOR ` <br />tm <br />5TL- <br />'1/AA <br />yc 12969 <br />A <br />97L_ <br />IVY <br />B <br />14 1 <br />ROLL -UP FIRE DOOR <br />NA3 A3 S 9 <br />W14LL _ '-0" (NEW SHOP AREA) 9 DOOR TYPES <br />o NEW DOOR .� <br />O r--r-rrww------ , <br />EW--------- <br />DOOR C <br />�— L INE OF HOOD -1 <br />? <br />STORAGE AREA . <br />(0-2 OCCUPANCY) <br />+—ONEW WALL STEEL ROLL -UP DOOR STEEL ROLL -UP DOOR <br />3 NFEW 3 `. <br />MEZZANINE <br />I I STRUGT. •: <br />1 I I \. <br />EZZAN IN <br />IIrl <br />di 6 WM. DOORFRAME <br />I 3o <br />x <br />_._....._....,..� r. . <br />DRf L I I t <br />THhE ER <br />o P° Mrs <br />-- — i <br />NEW L <br />00( <br />3 3 <br />13 <br />4 BEADLE NSW -, <br />PIPE <br />SfA <br />�. I It <br />,,,aL -+2 <br />/ ♦ GAW n <br />' CRANE- OWE STIRCARFENTfz�' lUCT,' I <br />3 AREA RA � <br />2 WELD IN (5-2 OCCUPA1CY) A e <br />,AREA- <br />NEW CH•<.OGCUPANGY) 2 <br />WALL 1 ?. :jQx' I'�I <br />' A3 <br />! # I T Moil <br />o IF <br />OFF / 1 0W J 0 NEW b NEW ' <br />COL (DOOR DOOR DOOR <br />L_�• .;D WALL <br />WALL 2i1-�M <br />I <br />A3 <br />. s-wG-vR� <br />r U Anti- KLVISTINGY ��� or P#m col i5 <br />Gp J r l�� 0 � 4�� ARCH I TEC Ta eE UseUSEDOWY FOR X F�„ ME <br />NEW SCOTT CONSTRUCTION CREW LAYOUT hw 1�u�UK M., - In SCOTT WORLDWIDE FOR 9= LOOM NO FIENNO ON <br />REWW. JMlp 15 NaT TD K COPIED <br />• X. Vicheel Nlckermu OR flevwmp, <br />SCALE I/e"•I'-0" STATE a'wMi"ct°" SALVAGE WAREHOUSE RENOVATIONS mu <br />120 Lakeside, Avenue. suit. 100 FOR <br />s.,ts1o. Washington M122 <br />NORTH r.�. oa._roe 324 1400I gr_r)TT rON(ZTRI IC'_TI(1N rPPW <br />1 <br />tq! <br />160'-0" <br />EX15TiNG STORES <br />(9-2 OCCUPANCY) <br />