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AREAS OF HOMONTAL RUNS BY MUM ELECTRICAL: BOTTOM OF ROOF DECK TO 32 IN. BELOW ROOF DECK; WHERE EXPOSED IN 54.4 PROTOTYPE, IMMEDIATELY BENEATH ROOF DECK, PASSING BETWEEN STEEL JOISTS AND DECK WHERE POSSIBLE REFRIGERATION: 32 IN. TO 36 IN. BELOW ROOF DECK; WHERE EXPOSED IN 54.4 PROTOTYPE, IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. FIRE SPRINKLER: 8 IN. ABOVE CEILING; WHERE EXPOSED IN 54.4 PROTOTYPE, 8 IN ABOVE BOTTOM CHORD OF STEEL GIRDER JOISTS AND JOISTS. AIR CONDITIONING: 36 IN.BELOW ROOF DECK TO 10 IN.ABOVE CEILING; WHERE EXPOSED IN 54.4 PROTOTYPE.HANG AS CLOSE UNDER BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING ROOM FOR REFRIGERATION LINES. IF DEVIATION FROM THESE AREAS IS INDICATED,SUCH DEVIATION MUST BE AGREED UPON BY JOB SUPERINTENDENT AND PUBLIX REPRESENTATIVE. cc CF 4 IN 10 T I I I �CX j c7 9e8 j Q I Lo Lo Lo Lo L17 0 I I x I x Ix I x I x i� w CO CO LD CD w 3" DIA. STUB I 3( 3 13 I 3 1 3 13 PIPE COLUMNS, 120 TOTAL) �J - -----T -F 1- -T---i--- -T-- --i- - I I I I I I I I I 1 i I i i i i ksF,v ( 2'-4'I. 5'-6" . 5'-6" , 5'-6" 7 T C7X9e81 5'-6" I. 5'-6" l g I -6 u) I LL) Lo ( (10) W6X15 (L=25'-2') SHIP LOOSE AND FIELD I -x BY PUBLIX 0LOCATED REFRIGERATION DEPT. i I I I I I I i I i I I i 5'-6"5'-6" I, 5'-6" 5`6' n CURB INSTALLATION PROCESS FOR AC UNITS AND MECHANICAL CENTERS: L THE CURBS FOR THE AC UNITS AND MECHANICAL CENTERS ARE MANUFACTURED BY AES INDUSTRIES AND SUPPLIED BY PUBLIX. 2.THE MECHANICAL CENTER CURBS WILL BE IN SECTIONS THAT MUST BE BOLTED TOGETHER. - (BOLTS ARE PROVIDED BY AES.) THE ASSEMBLY OF THE CURB IS TO BE DONE BY THE STEEL ERECTOR. 3. THE CURBS MUST BE WELDED TO THE STRUCTURAL STEEL FRAMING AS INDICATED IN THE DETAILS ON SHEET S-6. THE STEEL ERECTOR IS RESPONSIBLE FOR WELDING THE CURBS TO THE ROOF FRAMING AS INDICATED IN THESE DETAILS, PRIOR TO WELDING THE DECK ANGLE IN THESE DETAILS. 4. THE HURRICANE CLIPS/BOLTS FOR ATTACHMENT OF THE AC UNITS TO THE CURB ARE PROVIDED BY AES. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ATTACHING THE UNITS TO THE CURBS PER AES AND MANUFACTURER'S REQUIREMENTS. 5. THE STEEL ERECTOR IS RESPONSIBLE FOR WELDING THE MECHANICAL CENTER TO THE CURB PER THE STRUCTURAL DETAILS ON SHEET S-6. NOTES 1. EXTEND JOIST BOTTOM CHORD AS REO'D TO SUPPORT SOFFIT WALL LOCATIONS 2. SEE SHEET S-3 FOR SOFFIT WALL LOCATIONS. 3. FOR ROOF DECK CONNECTION DETAIL, SEE 16/S-7. 4. DESIGN JOISTS FOR THE FOLLOWING LOAD CONDITIONS. - A. UPLIFT PRESSURES AS INDICATED ON 17/S-7 B. ADDITIONAL 100 LB/FT LOAD FROM SOFFIT WALL LOCATIONS (SEE S-3 & A-4) C. CROSS MAIN LOADS AS SHOWN ON S-4 D. ADDED LOADS AS NOTED ON THE FRAMING PLANS E. DEAD AND LIVE LOADS AS NOTED ON SHEET S-1 5. ALONG GRIDS 'F ANO '8": MAXIMUM GIRDER WIDTH = 8' ALONG GRIDS "B" AND "G": MAXIMUM JOIST WIDTH = 6" DESIGN LOAD FOR JOISTS ALONG "B"AND "G"SHALL BE 175 PLF TOTAL,105 PLF LIVE LOAD. (SEE PLAN FOR ADDITIONAL LOADS.) 6. MECHANICAL FRAMING DIMENSIONS ARE TO THE CENTER LINE OF THE STEEL MEMBERS: EXCEPT IF THE OPENING IS NOTED AS "OPEN', THEN THE DIMENSIONS ARE THE CLEAR OPENING DIMENSIONS. 7. ALL GIRDER SEATS SHALL BE 7%2" DEEP. BEAMS MARKED (+2V') ARE DECK BEARING. 8. CONTRACTOR MUST VERIFY ALL FAN OPENING SIZES ON STEEL SHOP DRAWINGS WITH FAN SCHEDULE ON MECHANICAL DRAWINGS, M-3. 1110111I im Publix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.1 1881 SC. REG. 7477 AL. REG.6234 TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG. 16340 AL REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG.51959 GA. REG. 277AO SC. REG.21754 AL. REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHAN" - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 5AO85 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTR[CAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THEAPPLICABLE MINIMUM BUILDING CODES co" 1AN 4 12008 PLOT DATE: - 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,464 V112707 DRAWING TITLE: ROOF FRAMING PLAN SCALE: 1 /8 R = V- 0" 10-JAN-2008 11:01 xmwc P:\1200-1299\1245\1245s04.dgn s = of '