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GALV. EQPT. <br />SUPPORT PIPE <br />SEALANT: SLOPED <br />S-S. FLASHING <br />TO SHED WATER <br />RECEIVER <br />HIGH -DOMED, CAPPED <br />BACKER ROD <br />GASKETED S.S. FASTENERS <br />ABACKER <br />(12'' O.C.; MINIMUM TWO <br />FOAM ROD <br />(SLOPE SEALANT TO PLY SHEET <br />EALANT SLOPED <br />S.S. DRAWBAND <br />BUTYL TAPE <br />FASTENERS PER SIDE) <br />SHED WATER) <br />0 SHED WATER <br />' <br />ry <br />WOOD NAILER <br />= —REMOVABLE S.S. <br />NEOPRENE TAPE <br />UNIT MOUNTING <br />COUNTERFLASHING <br />z <br />SCUPPER -ALL <br />(BETWEEN <br />CURB <br />SEAMS WELDED <br />PIPE & HOOD) <br />EXTENSION OF FIELD PLIES <br />SEALANT W/ FOAM <br />SEALANT <br />ABOVE HEAD OF CANT (NOT <br />MODIFIED <br />BACKER ROD (SLOPE <br />PLY SHEET <br />cv <br />SHOWN FOR CLARITY) <br />BITUMEN <br />SEALANT TO SHED WATER) <br />S.S. HOOD <br />ROOFING OVER <br />- - <br />FIBER CANT MIN 4" <br />RIGID INSUL. <br />EXTENDED BASE <br />MO <br />BIT. STRIPPING <br />2 PIECE S.S. FLASHING, <br />ASSEMBLY <br />FLASHING INTO <br />PLI <br />S- SEE 13/RD-2 <br />JOINTS SOLDERED <br />1�/2'' X18 GA_ GALV_ MTL. <br />SCUPPER SET IN <br />STAIN. STEEL SCUPPER <br />FO <br />STRIP -IN DETAIL <br />W/ 4" FLANGE <br />STRAP, TO CURB & STL. <br />ANGLES @18"O.C. MIN <br />EXTENDED BASE <br />FLASHING INTO <br />FULL BED OF MATRIX 201 <br />ALL SEAMS SOLDERED <br />IGID INSUL. <br />2 PER SIDE. <br />MULTIPLE -PLY MEMBRANE <br />SCUPPER SET IN zo <br />MODIFIED BITUMEN <br />00 <br />SSEMBLY <br />STL. PLATE <br />-- <br />BASE FLASHING (8" MIN. HT.) <br />FULL BED OF ROOF F.T. WOOD BLOCKING <br />ROOF OVER RIGID <br />WELDED TO PIPE <br />CEMENT PER F.M. <br />1'-4 <br />INSUL. ASSEMBLY <br />SUPPORT & TO TOP <br />OF EXIST_ BAR JOIST <br />RIGID <br />INSULATION <br />ASSEMBLY <br />S <br />SCREWS <br />ROOF DECK <br />MTL. DECK <br />NOTES: <br />N <br />CMU WALL <br />1. THE CURBS, TOP WOOD NAILER, AND <br />& EIFS WIDTHS VARIES <br />SEAL STRIP ARE TO BE SUPPLIED <br />EXIST STEEL <br />BY THE CURB MANUFACTURER. <br />ANGLE <br />2. ATTACH NAILER TO DECK WITH <br />EXIST. MTL. DECK <br />SUITABLE FASTENERS. <br />Ile <br />DD 2 ANGLE <br />SCUPPER TO <br />RACES WELDED TO TOP & <br />3_ WHEN POSSIBLE, THE MECHANICAL <br />LEADER TRANSITION <br />OT. CHORD OF JOIST <br />UNITS SHOULD BOT BE SET UNTIL <br />MTL. DECK <br />THE ROOF MEMBRANE AND FLASHING <br />C.B. WALL <br />HAVE BEEN INSTALLED. <br />& EIFS WIDTH VARIES <br />STAIN. STEEL <br />15 NOT USED <br />ri2` TYP, EQUIP. SUPPORT DETAIL <br />9 EQUIP. CURB <br />AT EXIST. OPENING <br />6 OVERFLOW SCUPPER <br />3 TYPICAL <br />SCUPPER DETAIL <br />RDl SCALE:NONE <br />RDl SCALE-Y=V-0" <br />RDl SCALE:3"=l'-0" <br />�DlSCALE.3"=Y-O" <br />RDl SCALE- 1%Z'=F-0" <br />TYPRFGOO.DGN <br />TYPRFG02.DGN <br />TYPRFG03.DGN <br />TYPRFGI9.DGN <br />TYPRFG05.DGN <br />TOP OF PARAPET <br />♦♦ <br />I <br />PAINT ALL EXPOSED <br />(INT. AND EXT.) AREAS OF <br />�♦ <br />/ <br />WIDTH VARIES <br />PVC PIPE W/2 COATS OF <br />SEALANT <br />15'' MAXIMUM 045 EPDM MEMBRANE <br />LATEX PAINT. USE <br />STAIN. STEEL HOSE <br />♦♦ <br />V-4' <br />SHER_ WILL. DTM PRIMER. <br />CLAMP <br />♦♦ <br />j <br />12 S.S. PARAPET CAP W/ MIN. <br />♦ <br />`♦♦ <br />I OF <br />/ <br />4" BACKING PLATE AT JOINTS <br />1 <br />ADJUST. FLASHING <br />30"X30" S. STL. <br />DRAIN / DRAIN <br />RIGID CONDUIT OTY & <br />2�_g. <br />BOOT W/ PRE -FLASHED <br />FLASHING. SET IN MATRIX ♦ <br />STRAINER � <br />F.T. NAILERS: ATT. TO <br />SIZES <br />VARY COORDINATE <br />ALUM. COLLAR <br />ROOF CEMENT_ PRIME ♦� <br />CONC. T-B_ @ 48'' O.C. <br />WITH <br />ELECTRICAL CONTRACTOR <br />TOP BEFORE STRIPPING. ♦♦ <br />r <br />W//2" 0 A-36 THRD. ROD, <br />& PUBLIX <br />REP. <br />♦♦ <br />D W/ <br />vaRLEs <br />MOD. BITUMEN ROOF <br />NIILED EMBEDDMENP04Y <br />VflRIE 5 <br />18 GA. STAINLESS <br />cO <br />W/ 2 PLIES: 30" X 30" <br />MULTIPLE -PLY ♦ <br />VARIE S <br />STEEL BASE MAKE <br />CD <br />STRIPPING <br />MODIFIED BITUMEN <br />�/ <br />_ CL I 1 <br />FROM TWO PCS. <br />ROOF LINE <br />- <br />STRIPPING PLIES ♦ <br />♦ <br />/ <br />/1:4" <br />N> S.S- SCREWS W/NEOPRENE <br />1-`v <br />BE v <br />- — — — — — — — — — — — <br />— — <br />------------ — <br />EXTEND UNDER <br />SLOP <br />I E <br />WASHERS @ 6 O.C. - HOR. SLOTTED <br />WATERTIGHT <br />m <br />CLAMPING RING <br />I I I I I HOLES IN FLASHING LEG <br />HAT SECTION" GALV. <br />5' <br />--- - -- <br />24 GA. S.S. COLLECTOR BOXTO <br />Y16"O HOLES <br />CON(@BLK! @ 8" 0 C. <br />o <br />RIGID INSUL <br />ASSEMBLY <br />/ <br />♦ <br />♦ <br />1" ALUM_ SIDING: ATT. TO FURRING <br />)))) <br />1)) <br />♦ <br />♦ <br />@ 8" O.C. HORIZ. & 24" O.C. VERT. <br />)))) tllll'`���l�lllllll <br />7. ))) <br />1j))JI)llllll<lt�t�tl <br />i <br />W/. S.S.SCREWS (COVER W/ <br />c <br />e <br />Li <br />♦ <br />♦♦ <br />SEALANT) <br />v99IFs <br />c <br />N <br />/ <br />`♦♦ <br />CONC. UNIT MAS. WALL <br />c <br />MT !DECK <br />♦ <br />x SEE 13/RD-2 FOR <br />/ <br />♦ <br />STRIP -IN DETAIL <br />�pRIES <br />3'-2" <br />40 <br />/ <br />RURFNDRAIN <br />LCONT. <br />DECK CLAMP <br />S.S. CLIP <br />N <br />♦ <br />ATT. TO NAILERS <br />SCREWS <br />DOWNSPOUT STRAP <br />♦♦ <br />DETAILS ARE SIMILAR FOR ALL PARAPET <br />STAIN. STL DOWNSPOUT <br />FOR SIZE <br />SEE ROOF PLAIN/ <br />♦♦♦ <br />CONDITIONS. WHERE EXTERIOR FINISH IS NOT <br />TYPICAL PARAPET CAP PRESENT REPOSITION NAILERS AS REQUIRED. <br />/ <br />♦ <br />SCALE 3"=1'-O" <br />/ <br />♦ <br />SPACING OF FASTENERS MAY BE INCREASED <br />i <br />♦♦ <br />WHERE WIND CLASSIFICATION ALLOWS. <br />♦♦ <br />i <br />♦♦ <br />i <br />♦♦ <br />i <br />♦♦ <br />i <br />♦♦ <br />i <br />♦♦♦ <br />14 SCUPPER AND <br />OVERFLOW <br />SCUPPER <br />11 TYPICAL ROOF <br />PENETRATION <br />DETAIL/TYP. ROOF DRAIN <br />5 TYPICAL PARAPET CAPr2---�ELECTRICAL <br />PITCH <br />PAN <br />RD1 scALF:3°=1'-0' <br />RD1 SCALE.3"=l'-O' <br />RDl SCALE:3'=l'-0' <br />�DlSCALE:3"=1'-0' <br />RDl SCALE:NONE <br />TYPRFG3I.DGN <br />TYPRFG07.DGN <br />TYPRFG08.DGN <br />TYPRFG09.DGN <br />TYPRFGIO.DGN <br />♦♦ <br />♦ <br />I <br />I <br />20 GA. HAT CHANNEL AT 24'' O.C. <br />♦`♦♦ <br />I <br />MAX VERT. SPACING. ATTACH CHANNEL TO <br />CMU WALL W/ /6 TAPCONS @16 O.C. <br />PROVIDE 1" IMBEDMENT INTO CMU. <br />♦�♦ <br />1" ALUM SIDING : ATT. W/ #12 SCREWS <br />�♦ <br />EXTEND BASE FLASHING <br />GASKET <br />@ 8" O.C. HORIZ. AND 30" O.C. VERT. <br />♦♦ <br />BEHIND TTER <br />I <br />.045 EPDM MEMBRANE <br />S.S. PARAPET CAP W/ MIN. <br />4" BACKING PLATE AT JOINTS <br />(ALL AROUND) <br />REMOVE OUTSIDE <br />_ <br />THREADED <br />♦ <br />MODIFIED � <br />F.T. NAILER: ATT. TO <br />SPRING LATCH o <br />HANDLE <br />S.S. REGLET ATT. TO WALL <br />CAP <br />♦ <br />♦♦ <br />3/RD-2 FOR CAP SHEET - REFERINO <br />CONC. T.B. � 48" O.C. <br />WITH INSIDE- <br />W/ SS. SCREWS @ 8" O.C. <br />PAINT ALL EXPOSED SLOPE / T <br />GRAVEL GUARD MB <br />DETAIL <br />W/1V2' 0 EXP. BOLTS- <br />HANDLE AND <br />(INT. AND EXT.) AREAS OF _ _ _ <br />♦ <br />TYPE B W/ 3' FLANGE: ♦ <br />� <br />MIN. EMBEDMENT 4' <br />PADLOCK HASP <br />SNAP -IN S.S. COUNTER FLASHING <br />PVC PIPE W/2 COATS OF <br />ATTACHED TO WD. BLOCKING ♦ <br />W/ 12 GA. RING SHANK NAILS ♦♦ <br />SLOPE TOP dF WD. BLOCKING <br />LATEX PAINT" USE = <br />/ <br />SHER. WILL. DTM PRIMER. <br />@ 4" O.C. <br />♦♦ <br />COMBIN /F.T. 2x6 AND ED. <br />S.S. SCREWS W/NEOPRENE <br />COVER LINER <br />1" FIBERGLASS <br />= <br />CONT. CLIP ATT. W/ ♦ <br />UL <br />ASSF*4B TO MATCH INSULATION <br />AS SLY THICKNESS <br />WASHERS @ 6" O.C. - HOR. SLOTTED <br />INSULATION <br />Q N <br />%q" TYP. <br />♦ <br />S.S. SCREW @ 8" O.C. ♦ <br />CONT. S.S. CLIP <br />HOLES IN FLASHING LEG <br />HANDLE <br />THROUGHOUT COVER <br />S.S. SCREW AND NEOPRENE <br />SCH.40 PVC <br />ATT. TO NAILERS <br />PLY SHEET <br />, , <br />WASHER @ B" O.C. <br />STANDARD <br />♦♦ <br />@ 6' O.C. W/S.S. <br />SCREWS <br />-- <br />I ` AUTOMATIC HOLD <br />HINGE <br />_ <br />Q P. TRAP <br />2Z GA. S.S. GUTTER ♦♦ <br />OPEN ARM <br />2" MIN. <br />SEALANT <br />12F FROM SUPPORT.AGER <br />TTACHBACKER <br />ROD & SEALANT <br />i AND COVER <br />MOD. BIT. BASE FLASHING <br />WITH SCREWS OR POP RIVOTSI <br />e <br />w <br />i i RELEASE <br />1" RIGID FIBERBOARD <br />EXTEND MIN. 4" ABOVE CANT. <br />MULTIPLE PLY S.STL. HOSE CLAMP <br />♦ <br />� <br />CONC. UNIT MAS. WALL <br />Q <br />i <br />INSULATION <br />MOD. BITUMEN ROOF <br />MOD. BIT. BASE FLASHING <br />CURB WITH 1 <br />70° AROUND OUTSIDE <br />W./ 2 PLIES: 30"X30" FLEXIBLE COUNTER <br />EXTEND MIN. 4" ABOVE CANT. <br />INTEGRAL 1 <br />° OF CURB <br />4" FIBER OR PERLITE CANT. <br />STRIPPING FLASHING <br />AND 8 o ALUM. <br />4" FIBER OR PERLITE CANT. <br />CAPFLASHING. o 000 <br />I I <br />I iCOMBINATION LOCK STRIKE BASE FLASHING ATT. <br />- MODIFIED BITUMEN ROOFING <br />OVER RIGID INSUL. <br />FLASHING COLLAR <br />_ <br />4-51 <br />INSULATIOi <br />MODIFIED BITUMEN ROOFING <br />/RIGID <br />ASSEMBLY <br />OVER RIGID INSUL. <br />iAND PADLOCK HASP <br />I i <br />TO SIDE OF CURB W/ S_S_ <br />-- <br />/ <br />LIFTING MECHANISM <br />SCREWS W/ NEOPRENE <br />RIGID INSULATION <br />♦♦ <br />HOUSING <br />WASHERS @6" O.C. <br />ASSEMBLY <br />1 <br />STAIN STEEL <br />RIGID INSULATION <br />1 I <br />GUTTER 8" x G" <br />` <br />ASSEMBLY <br />I <br />� <br />3' -0" <br />i <br />MASONRY WALL <br />METAL DECK <br />&METAL DECK <br />♦ <br />METAL DECK <br />LADDER -UP SAFETY <br />POLE. SEE SPECS- <br />10 GA, S,S, FM ROLL / <br />♦♦ <br />♦♦` <br />PROVIDE 21/2"x2'/2"x1/8" STL. Z— <br />INSTALL 2 PIECE COUNTER FLASHING <br />OVER HANGER @ 36' O.C.j <br />@ OPENING, WELD TO ROOF JOIST <br />SYSTEM CONCURRENT WITH THE PLY <br />STAGGER 18' FROM STRAP <br />SHEET FLASHING SYSTEM INSTALLATION <br />SEE PLUMBING <br />�♦♦ <br />FOR SIZE <br />/ <br />SET BASE FLASHING IN COLD APPLIED <br />MASONRY ANCVZR <br />♦ <br />DETAILS ARE SIMILAR FOR ALL PARAPET <br />MODIFIED BITUMEN ROOF CEMENT <br />♦ <br />CONDITIONS. WHERE EXTERIOR FINISH IS NOT <br />I <br />♦�♦ <br />PRESENT REPOSITION NAILERS AS REQUIRED. <br />BASE FLASHING MAX HEIGHT - 18" <br />I <br />♦ <br />SPACING OF FASTENERS MAY BE INCREASED <br />WHERE WIND CLASSIFICATION ALLOWS. <br />1 TYPICAL <br />GUTTER <br />DETAIL <br />- <br />SCALE: 3"=L'-0` <br />�♦ <br />I <br />/ <br />TYPRFG15.DGN <br />♦ <br />13 PARAPET <br />DETAIL <br />i� ROOF HATCH <br />DETAIL40, <br />7 TYP. WALL/ROOF INTERSECTION <br />4 A/C DRAIN DETAIL <br />I <br />�DlSCALE:iV2 l <br />RD1 SCALE:3'-1' 0' <br />RDl SCALE.T=Y-8" <br />RD1 SCALE-3'=1'-0" <br />TYPRFG30.DGN <br />TYPRFGII.DGN <br />TYPRFG06.DGN <br />TYPRFGI4.DGN <br />P u b I'lo xe <br />SUPER MARKETS <br />CORPORATE OFFICES, FACIUTIES DESIGN <br />BOX 407, LAKELAND, FL 33802 <br />1863) 680-5295 <br />PHYSICAL ADDRESS: <br />3300 PUBLIX CORPORATE PARKWAY, <br />LAKELAND, FL 33811-331 1 <br />PUBLIX FACILITIES <br />DESIGN DEPARTMENT <br />DAVID TAULBEE, AIA <br />ARCHITECT - FL. REG. 91318 <br />DAVID RUBIN, AIA <br />ARCHITECT -FL. REG.92557 <br />GA REG.]1881 <br />SC. REG. 7477 <br />AL. REG. 623A <br />TN. REG. 103497 <br />JOHN W. KITCHENS, PE <br />CML/STRUCTURAL- FL. REG. 46277 <br />GA REG. 020251 <br />SC.REG.16340 <br />AL. REG. 20382 <br />TN. REG.101507 <br />PAUL C. HARMAN, PE <br />STRUCTURAL • FL. REG, 51959 <br />GA REG. 27740 <br />SC.REG.21754 <br />AL REG.24905 <br />TN. REG. 107882 <br />JOHN J. CARAMALIS, PE <br />MECHANICAL. FL REG. 43089 <br />GA REG. 021246 <br />SC.REG.16521 <br />AL REG.20581 <br />TN.REG.108507 <br />ANTHONY CLEMENTI, PE <br />MECHANICAL. FL REG.SA781 <br />GA REG.31882 <br />SC. REG.25591 <br />AL REG.28469 <br />TN. REG.111362 <br />RAYMOND J. SIRIANNI, PE <br />ELECTRICAL - FL REG. 54085 <br />GA REG. 025636 <br />SC. REG. 19743 <br />AL REG.23065 <br />TN. REG.108038 <br />NORMAN MEIER, PE <br />ELECTRICAL - FL. PEG. 59422 <br />GA REG. 31492 <br />SC.REG.25290 <br />AL. REG. 28079 <br />© COPYRIGHT 2008 <br />PUBLIX SUPER MARKETS, INC. <br />THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY <br />OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE <br />COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT <br />WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE <br />DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF <br />PUBLIX SUPER MARKETS, INC. <br />THE DESIGN INDICATED IN THESE CONSTRUCTION <br />DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, <br />INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE <br />MINIMUM BUILDING CODES <br />JA 1 08 <br />PUBLIX <br />PLOT DATE: <br />10 JAN 08 <br />REVISION DATA: <br />#12A5 (REPL. #0390) <br />ZEPHYR COMMONS <br />PRETTY POND RD. & HWY. 301 <br />ZEPHYRHILLS, PASCO CO., <br />FLORIDA <br />54,4 <br />V112707 <br />DRAWING TITLE: <br />ROOF DETAILS <br />SCALE: AS NOTED <br />of 2 <br />10-JAN-2008 11:21 xmwo P:\1200-1299\1245\1245rd01.dgn <br />