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� t e <br />STRUCTURAL STEEL <br />552 FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE AIX "SPECIFICATIONS" FOR THE DESIGN, <br />FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS",'3t11 EDITION OF THE ALLOWABLE STRESS DESIGN. <br />553 MATERIAL SPECIFICATIONS: <br />• ALL STEEL SHALL BE PRODUCED DOMESTICALLY. ROLLED SHAMS, PLATES AND BARS: <br />• ASTM A36 EXCEPT WIDE FLAK SECTIONS SHALL BE ASTM A512. <br />• PIPE: ASTM A53, TYPE E, GRADE B. <br />• TUBES: ASTM A500 GRADE B. <br />+ ANCHOR BOLTS, RODS, NUTS AND WASHERS: ASTM A36 <br />HEADED STUDS: ASTM A108 GRADE 1015 THROUGH 1020, COLD FINISHED CARBON STEEL, AM DU, TYPE 5- <br />BOLTED <br />+ STRUCTURAL CONNECTIONS: UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE 3/4"DIA ASTM A325, TYPE N BOLTS <br />INDICATED LESS THAN 5/8"DIA SHALL BE ASTM A301. <br />• WELDED CONNECTIONS: ELECTRODES - EZOXX UNO <br />NEW 4"X3"XI/4" STEEL <br />ANGLE MELDED TO <br />BRACKETS ( SEE SECTION) <br />PROVIDE BRACING SIMILAR TO <br />EXISTIN BRACING (MIN 2"52"XI/8" <br />STEEL ANGLE WELDED AT <br />JOINTS) <br />NEW CI5X40 STEEL <br />CHANNEL RIM BEAM WITH <br />A 41560X 14" STEEL <br />ANGLE WELDED TO <br />JOIST l SEE SECTION) <br />2 <br />5200 SIMILAR <br />NEW 4"X3"XV4"STEEL <br />ANGLE WELDED TO JOIST <br />AND CHANNEL <br />555 BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT <br />SUPPORT AIRE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS <br />REQUIRED FOR THE STABILITY OF THE STEEL. FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND <br />BUILDING IS ENCLOSED. <br />SSCb ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR MELDING IN BUILDING <br />CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. <br />659 ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. <br />STRUCTURAL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT AREAS THAT <br />WILL RECEIVE SPRAY -ON FIRE PROTECTION SHOULD NOT BE PRIMED. <br />8200 <br />NEW 3"X2 "XV4 STEEL ANGLE <br />15'-0°BRACKET (LONG LEG DOWN - SEE SECTION) SPACED A <br />MAXIMUM 24"OC. <br />V <br />e <br />EXISTING MASONRY WALL <br />AND CONCRETE TIE <br />/ BEAMS <br />EXISTING 81144" CONCRETE CANTILEVER BEAM <br />NEW C1XI4. i STEEL CHANNEL ATTACHED TO <br />EXISTING CONCRETE CANTILEVER BEAM 0 <br />12"X6" CONCRETE ANCHOR BOLTS (EPDXY <br />OR WEDGE) S 24" OZ. <br />EXISTING BRACING (TYP) <br />EXISTING STEEL <br />JOISTS 24K6 <br />`— NEW C1XI4.1 STEEL CHANNEL ATTACHED r0 <br />EXISTING CONCRETE TIE BEAM W/ 3/8"X6" <br />CONCRETE ANCHOR BOLTS (EPDXY OR <br />WEDGE) 9 24" O.C. <br />EXISTING MASONRY WALL AND CONCRETE TIE BEAMS <br />PARTIAL PLAN AT CANOPY EXTEN51ON <br />14' - I'-0" <br />NOTCH NOR ANGLE <br />OVER <br />EXISTING STEEL <br />JOISTS 24K6 <br />NEW ClX14.1 STEEL CHANNEL ATTACHED To <br />EXISTING CONCRETE CANTILEVER BEAM W/ <br />1/2"X6" CONCRETE ANCHOR BOLTS (EPDXY <br />OR WEDGE) 24" O.C. <br />DRIP <br />NEW 4"X3"XI/4" ANGLE REMOVE EXISTING <br />WELDED TO CHANNEL GUTTER 4"X3"XI/4" <br />BELOW (LONG LEG UP) ANGLE, W000 HAILERS <br />AND SHEATHING AT <br />NEW (2) 2X4 P.T. EXISTING EDGES <br />WOOD NAILER <br />CONTINUOUS <br />22 GA GALV. <br />GRAVEL STOP <br />8"X10"GUTTER 22 L <br />GA GALV. / <br />NEW C15X40 STEEL / <br />CHANNEL RIM BEAM —/ <br />PROVIDE BRACING SIMILAR TO <br />EXISTIN BRACING (MIN 21X20XI/8" <br />STEEL ANGLE WELDED AT <br />JOINTS) <br />NEW SUSPENDED CEILING AND <br />FASCIA TO MATCH EXISTING W/ <br />I" METAL LATCH 4 STUCCO <br />OVER 1-1/2" FURRWNG CHANNEL <br />AT 16" O.C. <br />EXISTING STEEL <br />JOISTS 24Kb <br />NEW 4"XYXI/4" STEEL <br />ANGLE WELDED To <br />BRACKETS t LONG LEG UP) <br />0 <br />EXISTING 8"X24" CONCRETE <br />CANTILEVER BEAM <br />EXTEND ROOF BUILT-UP MEMBRANE <br />SYSTEM TO MATCH - USE MINIMUM 20 GA <br />STEEL DECK ATTACHED W/ 08 SELF <br />TAPPING SCREWS 6" O.C. <br />NEW (2) 2X4 P.T. <br />WOOD NAILER <br />CONTINUOUS <br />3/I6"TYPICAL <br />JonNrs <br />NEW 3"X2"XI/4 STEEL ANGLE <br />BRACKET (LONG LEG DOWN - <br />SEE SECTION) SPACED A <br />MAXIMUM 24"OC. <br />5ECTION <br />£5200 V2' C I'-V <br />a <br />SECTION CANTILEVER BEAM <br />9200 IR' - I'-m° <br />EXTEND ROOF BUILT-UP MEMBRANE <br />SYSTEM TO MATCH - USE MINIMUM 20 GA <br />STEEL DECK ATTACHED W/ V SELF <br />TAPPING SCREWS 6" O.C. <br />EXISTING AREA TO <br />REMAIN <br />3 <br />5ECTION <br />'o"X4"X6"Xl/4" STEEL ANGLE <br />AVER BEAM W/ (2) 3/8'X6" <br />ANCHOR BOLTS <br />6"XVXI/4" STEEL PLATE <br />W/ (2) 3/8"X6" ANCHOR <br />BOLTS <br />ELEVATION <br />' "' M ' 4.1 STEEL CHANNEL ATTACHED TO <br />CONCRETE CANTILEVER BEAM W/ <br />74CWTE ANCHOR BOLTS (EPDXY <br />E) a 24" OC. <br />MASONRY <br />) CONCRETE <br />IS <br />EXISTING <br />MASONRY WALL <br />AND CONCRETE <br />TIE BEAMS <br />ARTISTIC SOLUTIONS HALO, INC_ <br />(CONSULTANTS) <br />ASHLEIGH ADAMOSKY <br />6822 22ND AVE. N. <br />SUITE 335 <br />ST. PETERSBURG, FL 33710 <br />813-495-0917 <br />ASHB076@HOTMAIL.COM <br />INTEGRAL ENGINEERING, INC. <br />P.O. BOX 1698 pm <br />LUTZ FL 33548 <br />P: (813) 908-0402 <br />F: (813) 969-0206 <br />E.B.8253 <br />C4 co <br />i ¢ r� j O W <br />NW <br />_I tl <br />_9 =09Z o0 <br />y �-U-w :0wp <br />O <br />IZI"ZZJ tAl=- <br />w <br />�NL.0 <br />wOw=== ZN <br />a 4 <br />�WZdFFecm w <br />=booU- =off <br />WON co <br />Z w 4 '� . - g.®,e �g ✓moo � <br />tr1 ZjN 00 <br />,W � Ord ® <br />�� `r�S ts-; 07 - <br />l to p� 2 <br />Qr c.z 0 'o ;tit t u <br />® -A 0 tip <br />I� to (p `,�� �✓ <br />J <br />w <br />z <br />III <br />U <br />Z <br />� <br />o <br />oa <br />J <br />Jo <br />a <br />J <br />o <br />=; <br />W <br />Q <br />= <br />U <br />O <br />�W <br />N <br />a <br />z <br />0 <br />SAVE -A -LOT <br />TENANT BUILD -OUT <br />RENOVATION <br />PROJECT ADDRESS: <br />TOWNVIEW SQUARE SHOPPING CENTER <br />7320 GALL BLVD. <br />ZEPHYRHILLS, FLORIDA 33541 <br />PASCO COUNTY <br />SUPERVALU <br />COMPANY <br />CLIENT ADDRESS: <br />100 CORPORATE OFFICE DR. <br />EARTH CITY, MISSOURI <br />DATE <br />DESCRIPTION <br />09-02-10 <br />OWNER REVIEW <br />09 08 10 <br />PERMIT DRAWINGS <br />1 <br />2 <br />3 <br />4 <br />5 <br />CANOPY DETAILS <br />