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ON <br />■ <br />co <br />J <br />J_ <br />rr <br />i <br />F <br />W <br />J <br />O <br />J <br />J <br />Q <br />W <br />m <br />LO <br />N <br />CC) <br />C0 <br />U) <br />N <br />C <br />N <br />N <br />J <br />LL <br />r� <br />a <br />N <br />N <br />a) <br />P. <br />IO <br />Z <br />N <br />CM <br />O <br />O <br />CO <br />co <br />LO <br />Q7C) <br />CD J_ <br />N <br />o � <br />r � <br />n 'O <br />oK_ <br />co <br />O <br />O <br />NOTE: CONTRACTOR SHALL SUBMIT STRUCTURAL SHOP DRAWINGS <br />N RA NOT S- <br />1. INSTALL NEW VCT FLOORING IN SALES AREA, <br />FOR ENGINEERS REVIEW PRIOR TO CONSTRUCTION FOR ALL <br />HALL, VESTIBULE, LOUNGE, COMPUTER. INSTALL <br />STRUCTURAL STEEL. SHOP DRAWINGS SHALL BE REVIEWED BY <br />NEW VINYL COVE BASE ON WALLS NOT COVERED <br />GENERAL CONTRACTOR BEFORE FORWARDING TO ARCHITECT & <br />BY WALL SYSTEM IN SALES AREA, HALL, <br />ENGINEER. FABRICATION CAN COMMENCE AFTER ENGINEER'S <br />CAP PLATE 6"x10"x1 /2" W/ (2) 5/8" <br />VESTIBULE, LOUNGE, COMPUTER AND <br />APPROVED SHOP DRAWINGS ARE RETURNED TO CONTRACTOR <br />ATR EPDXIED 8" INTO BLOCK <br />STOCK/RECEIVING ROOM. <br />(ASSUMED HEADER CONDITION, <br />GC TO VERIFY) <br />2. PAINT ALL EXISTING COLUMNS ON SALES FLOOR. <br />[a■ <br />an <br />m■ <br />M■ <br />an <br />M. <br />7■ <br />7■ <br />1 1 /8" = 1 '-0" <br />z c7 <br />w Z <br />Z <br />(0 W <br />Z 0_ <br />O <br />1= 66 <br />X � <br />w W <br />> <br />N Q <br />rn U <br />O <br />NOTE: WRAP ALL STEEL IN BREAK METAL, <br />COLOR TO MATCH DOOR AND WINDOW <br />FINISH <br />�l STOREFRONT FRAMING <br />1 /4" = 1 '-0" <br />-------------------------------------------------------- <br />HSS 6x4x1 All <br />BASE PLATE <br />6"x4"x1/2" W/ (1) 5/8" <br />DIA ATR EPDXIED 8". <br />WELD HSS TO BASE <br />PLATE AFTER BASE <br />PLATE IS INSTALLED <br />S - 4" 4' 3 - 0" <br />12' - 0' EXISTING CPENING <br />GC TO VERIFYOPENING SIZE <br />3. INSTALL NEW FURRING STRIPS FOR NEW <br />HSS 6x2x1/4" TENANT PROVIDED WALL SYSTEM. TOP TWO ROWS <br />OF FURRING ARE TO BE TAP CON SCREWED AND <br />NOT NAILED INTO BLOCK WALLS. <br />PROVIDE 3/16" WELD ALL <br />AROUND HSS6x2/ HSS 6x4 <br />CONNECTION <br />4. STRIP IN NEW 1'-4" HIGH GWB BAND ABOVE ALL <br />NEW WALL SYSTEM. PAINT TO CEILING - WHITE. <br />INSTALL CONTROL JOINTS IN THIS GWB BAND <br />EVERY 50'-0" O.C. MAX <br />5. PAINT ALL WALLS ON SALES FLOOR NOT <br />COVERED BYWALL SYSTEM - WHITE <br />6. PAINT ALL STOCKROOM WALLS - WHITE <br />7. INSTALL NEW TOILETS, SINKS, FRP, DISPENSERS, <br />HAND DRYER, GRAB BARS, BABY CHANGER. <br />INSTALL NEW CERAMIC TILE FLOORING AND BASE. <br />8. INSTALL NEW CERAMIC ON WALL BEHIND <br />DRINKING FOUNTAIN TO 4'-3", PAINT P-3 ABOVE <br />9 INSTALL SOAP DISPENSER AND PAPER TOWEL <br />DISPENSER IN JANITORS. <br />10. INSTALL NEW HSS 6x4 COLUMNS, NEW STANLEY <br />DOOR AND STOREFRONT WINDOW. GC TO VERIFY <br />EXISTING OPENING SIZE PRIOR TO ORDERING / <br />INSTALLING <br />11. INSTALL NEW FIRE ALARM SYSTEM, EQUIPMENT <br />PROVIDED BY BEALLS OUTLET. SEE FIRE ALARM <br />PLANS FOR NEW LOCATION. <br />12. AREA SHOWN HATCHED IS TO BE ABANDONED <br />IN PLACE AND WILL NOT BE PART OF BEALLS <br />OUTLET <br />13. INSTALL NEW HONEYWELL PROGRAMMABLE <br />THERMOSTATS, PROVIDED BYBEALLS. SEE <br />MECHANICAL DRAWINGS FOR THESE LOCATIONS <br />14. INSTALL NEW EAS PEDESTALS AND CONDUIT <br />15. INSTALL NEW METAL STUD KICKERS/BRACING <br />FROM TOP OF EXISTING RECIVING WALLTO <br />UNDERSIDE OF METAL DECKING. SPACING SHOULD <br />BE NO MORE THAN 32" O.C. <br />16. INFILL EXISTING OPENING WHERE EXISTING <br />DOORS AND STOREFRONT WERE REMOVED. <br />INSTALL BRICK ON CMU (MATCH EXISTING <br />THICKNESS) PAINT BRICK TO MATCH EXISTING <br />WALL COLOR <br />NEW EXTERIOR DOOR 1010 CONSTRUCTION NOTES <br />1. PROVIDE A NEW 6'-4"" WIDE X7'-4" HIGH DOOR <br />OPENING LOCATED AS SHOWN ON THE FLOOR <br />PLAN. <br />2. PROVIDE ONE BLOCK CELLS AT EACH JAMB <br />REINFORCED FULL HEIGHT OF WALL WITH A #5 <br />BAR. <br />3. NEW WALL REINFORCING TO BE DRILLED & <br />EPDXIED 6" INTO FOOTING OR GROUTED STEM <br />WALL AND CONCRETE TIE -BEAM AT ROOF <br />LEVEL. <br />4. PROVIDE A NEW CASTCRETE 8F16-1 B/2T LINTEL <br />WITH 8" BEARING AT EACH END. <br />5. AT DOORSILL REMOVE CONCRETE BLOCK <br />STEM WALL TO 8" BELOW THE FLOOR AND <br />POUR NEW SLAB OVER TOP OF STEM WALL. TIE <br />THE NEW SLAB TO THE EXISTING SLAB WITH #4 <br />BARS DRILLED & EPDXIED 4" INTO THE EDGE OF <br />THE EXISTING SLAB AT 16" ON CENTER. ALSO <br />PROVIDE ONE #4 IN THE NEW SLAB OVER THE <br />TOP OF THE STEM WALL. <br />NOA / FLORIDA PRODUCT APPROVALS: <br />STANLEY DURA STORM 3000 - FL# 18003.1 <br />STOREFRONT - MATCH EXISTING OR <br />KAWNEER IR501 - FL# 8787 <br />DOUBLE EXTERIOR DOOR - SIM OR EQ TO GENSTEEL <br />DOOR "GENSTORM" NOA 15-0825.04 <br />IG <br />■u <br />I© <br />1© <br />1� <br />REV. DESCRIPTION DATE <br />BID & PERMIT SET E <br />09.29.17 <br />CURRENT ISSUE STATUS: <br />WBRC 1 <br />ARCHITECTS ENGINEERS <br />8130 Lakewood Main Street Phone: 941-556-0757 <br />Suite 210 Fax: 941-55 6-075 9 <br />Lakewood Ranch, FL 34202 www.wbrcae.00m <br />BEALLS OUTLET #542 <br />ZE PHYRH I LLS <br />PROJECT: cnQn n.,u ❑I-4 7--k.nhai- EA '33cn1) B <br />PROPOSED FLOOR PLAN <br />SHEET TITLE <br />B �P�j�nET� HY H00\354M B sell s Ou let Z�Iry rthil Is R\21) es ig'0 gd\BId93542W <br />WBRC CAD FILE: Nt <br />PROJECT No. <br />3542M5 <br />GRAPHIC SCALE: <br />O11 <br />A <br />SCALE: As indicated <br />PROJECT MANAGER: <br />roverSHEET <br />No. <br />A E 101 <br />DRAWN BY: Author <br />CHECKED BY: Checker <br />