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SALVAGE WAREHOUSE FLOOR PLAN NOTES <br />0 CONSTRUCT NEW FULL -HEIGHT I-HR. FIRE RATED PARTITION OF S-INCH COLD -FORMED METAL STUDS, w or, <br />1 WITH V TYPE 'X' GYPSUM WALLBOARD BOTH SIDES, AND 10 GA SHEET METAL WAINSCOT ON BOTH SIDES, <br />8-FEET HIGH. SEE SECTIONS SHEE - A03. SEE STRUCTURAL DRAWINGS FOR FRAMING DETAILS AND DATA ON <br />STUDS. INSTALL FIRESAFING AT ALL 7IFNETRATIONS IN WALL SUCH AS STRUCTURAL MEMBERS, STEAM LINES, <br />SPRINKLER LINES AROUND MEZZANINE_ FLOOR, ETC - <br />CONSTRUCT NEW FULL -HEIGHT, I-NR, FIRE -RATED PARTITION OF 8-INCH GOLD -FORMED METAL STUDS, 16" O.C., <br />I WITH V TYPE 'X' GYPSUM WALLBOARD BOTH SIDES. SEE SECTIONS, SWEET A03. SEE STRUCTURAL DRAWINGS <br />FOR FRAMING DETAILS AND DATA ON! STUDS. INSTALL FIRESAFING AT ALL PENETRATIONS IN WALL SUCH AS <br />STRUCTURAL MEMBERS, STEAM LINES, .'SPRINKLER LINES, ETC- <br />❑3 LINE OF NEW MEZZANINE ABOVE. SEE STRUCTURAL DRAWINGS FOR FRAMING PLAN AND DETAILS. SEE SHEET <br />A03 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 I 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 124—INCH HIGH CONCRETE WALLS WITH REMOVABLE WOOD COVER AT VALVE PIT. <br />k SEE STRUCTURAL DRAWINCs,3 FOR INFILL DETAILS. <br />0 LINE OF EXISTING WOOD -FRAMED STORAGE MEZZANINE. DEMOLISH AND REMOVE IN ITS ENTIRETY. <br />© AT NEW EXTERIOR ROLL -UP DOOR LOCATIONS, PERFORM THE FOLLOWING WOW— <br />• REMOVE EXISTING METAL SIDING PANELS IN THEIR ENTIRETY IN THE BAYS INDICATED. SALVAGE PANELS <br />3 <br />NEW SCOTT CONSTRUCTION CREW LAYOUT <br />24 23 22 21 20 79 18 17 16 15 14 13 12 11 10 9 8 7 6 <br />FOR REINSTALLATION. <br />• CUT AND REMOVE EXISTING 21/:" X Z V STEEL ANGLE HORIZONTALS AT BOTTOM AND MIDPOINT OF WALL <br />CON3MCTION, 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 16-FEET ON -CENTER AS nQUIRED TO <br />INSTALL NEW DOORS. <br />• SAWCUT AND REMOVE PORTIONS OF EXISTING 6" X 6" CONCRETE CURB AT BOTTOM OF EXTERIOR <br />WALLS AS REQUIRED FOR NEW DOORS. SEE DETAIL 3, SHEET A04. <br />• INSTALL NEW FRAMING PER STRUCTURAL DRAWINGS AND NEW ROLL -UP DOOR WITH JAMB GUIDES <br />AND OVERHEAD HOOD, 'PER DETAILS 1 4 2, SHEET A04. CUT SALVAGED METAL SIDING PANELS AND <br />INSTALL PER DETAILS AS REQUIRED TO ENCLOSE EXTERIOR WALLS. <br />In 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-FOOT* WIDE OPENIWa). WEST LEAF OF DOOR SHALL <br />REMAIN AND SHALL BE SECURED PERMANENTLY CLOSED. EAST LEAF %HALL BE REMOVED FOR NEW <br />ROLL -UP DOOR INSTALLATION. <br />�9 INSTALL NEW CONTINUOUS METAL GUTTERS, BOTH SIDES OF BUILDING (NORTH SIDE: FROM GRID 6,5 TO <br />GRID 9: SOUTH SIDE: FROM GRID 6.5 TO GRID 833). GUTTERS SHALL 13E 24-GAGE GALVANIZED SHEET <br />METAL, 5" WIDE BY 4" HIGH: SLOPE TO DOWNSPOUTS 1/16" /FT- DOWNSPOUTS SHALL BE LOCATED AS <br />SHOWN: 4" DIAMETER, 24-GA0E GALVANIZED WITH STRAPS i 4-FEET O.C. AND 45' OUTLET AT BOTTOM. <br />MICROBOX <br />4V <br />r <br />-- <br />ri <br />DOOR SCHEDULE <br />DOOR <br />FRAM <br />O <br />QL <br />OZ <br />Q <br />E <br />Q <br />w <br />p <br />SIZE <br />(C <br />a <br />F <br />_ <br />REMARKS <br />H R <br />LB . <br />L <br />I <br />I HM. <br />445/AO4 <br />3JVW. X ZQH. <br />C <br />W.M. <br />- <br />- <br />1 2 <br />.1 <br />1 etf <br />1-2A2fA^A <br />tamill v 1/A@Li <br />Ci <br />4%71 <br />_ <br />_ <br />1 <br />i2e)1 1 -lip f new <br />15 I NM. 1445/A04 13A2W. X 1A214. I C I W.M. I-. I- 1 2 L REMOVE EXISTING <br />-UP D <br />-UP FI <br />-UP R <br />DOOR TYPES <br />'*—LINE OF HOOD—" <br />a � <br />STEEL ROLL -UP DOOR STEEL ROLL -UP DOOR <br />H. DOORFRAME <br />fie <br />woofI tie <br />4,1 o <br />tI� - ttj r <br />p <br />2 <br />b .w F-% <br />k . Vey fiRFrT <br />, <br />FOR <br />NO <br />PERMIT <br />4 <br />3803 <br />SCOTT <br />TF15 PRMQ, TFE CO.. I4E PROPERTY�REGISTERED <br />of scoTr Pit co., is cor��oEx1w, <br />-- — <br />11 <br />ARCHITECT <br />TO BE USED OWY FOR TE P7RPM <br />•,�� <br />s <br />SCOTT WORLDWIDE <br />+ I Ia m REruRNED ON <br />-c <br />? <br />Nickerson <br />1(ich�e! Nickerson <br />REM. AID 5 XX TO K COPO <br />DR AFPROOUCFD. <br />STOE of <br />SALVAGE WAREHOUSE RENOVATIONS <br />sQqL <br />2722 CoIb; Avenue, Suits Rol <br />FOR <br />faI bons: 20066 259 ismo' <br />7007 <br />AR <br />AJ <br />SCOTT CONSTRUCTION CREW <br />TKE <br />�te.111JE E�C�A—SIDN to zb 93 <br />FAA( 2M 952 <br />►PfI,- <br />KMN <br />DATE <br />vwmmn 1> <br />:LLANEOUS REVISIONS <br />8 25 93 <br />JWR <br />"' <br />r0° NoB_18J92,.A02 <br />REVISION NOTE <br />DATE <br />EiY <br />2600 Federal Ave <br />6 7 8 <br />9 10 11 <br />12 13 <br />14 15 16 17 18 19 20 21 22 23 2 <br />