Laserfiche WebLink
Notes: <br />2" DIAMETER ALUMINUM PIPE BY <br />OTHERS -FOR MARKETING <br />CONCRETE ISLAND---, <br />JOINT SEALANT <br />ILL ANNULAR SPACE WITH <br />CLEAN DRY CONSTRUCTION SAND <br />ONG <br />3" SCH 40 PVC PIPE DRIVE <br />d. <br />4 (D d 4 <br />a ° a d <br />a' <br />° <br />°. <br />° °d d. <br />a d <br />° <br />a' <br />a d. <br />° d d 3" SCH 40 PVC CAP <br />° d <br />PIPE SLEEVE <br />8 SCALE: 1 1/2"=l'-O' <br />STEEL COLUMN BY CANOPY MANUF. <br />CONCRETE SLAB SEE I 1/2" EXP. JT. <br />STRUCTURAL <br />DRAWINGS <br />DRIVE—THRU ELEVATION <br />u d' d, ° <br />H =:::I �L <br />d ° <br />d ° <br />d° 'Q d <br />° d <br />TYPICAL CANOPY COLUMN DETAIL <br />SCALE: 1 "=1'-0" <br />CULTURED STONE <br />VENEER TUBESTEEL BEAM <br />SCRATCH COAT ON TYVEK STUCCO WRAP <br />LATHE OVER r EXT GRADE <br />PLYWD. <br />MUD BED <br />4' <br />/ L STUCCO SYSTEM <br />SEALANT PRE -FORMED PVC REVEAL / <br />J-BEAD <br />SOFFIT EDGE DETAIL <br />STUCCO SYSTEM <br />SEALANT <br />0 <br />I <br />PRE —FORMED CULTURED <br />CORNER MODULES IN <br />hLrr-r%NAIING WIDTHS ALONG <br />DRIVE -THROUGH CORNER. <br />DETAIL AT DRIVE THRU CORNER <br />SCALE: 1 1 /2"=l'-O" <br />BOLLARD COVERS B' <br />4" DIA. NOMINAL S' <br />CONCRETE FILLED P <br />ALUM. COPING <br />SEALANT <br />8"02" ALUM. VENT WITH — <br />INSECT SCREEN, REFER <br />TO ROOF PLAN <br />ROOFING MEMBRANE UP &— <br />OVER PARAPET <br />7/16" STRUCTURAL GRADE 1 <br />PLYWOOD SEE STRUCTURAL <br />SEE <br />STRUCTURAL <br />SUSPENDED CEILING <br />TOP OF PARAPET <br />18'-0" <br />AC; <br />ALUM. FASCIA <br />SEALANT <br />STUCCO SYSTEM <br />(TYP.). SEE ELEV <br />FOR COLORS. <br />TYVEK STUCCO WRAP -OVER <br />7/16" STRUCTURAL GRADE <br />PLYWOOD OVER 2X4 STUDS <br />0 16" O.C. — SEE STRUCT. <br />DWGS. <br />2x4 BLOCKING FOR MEDALLION <br />ool — G.C. TO COORDINATE <br />LOCATION. <br />MEDALLION Ai <br />14'-7" <br />PINEAPPLE GROVE <br />MEDALLION — SEE <br />ELEVATIONS FOR <br />LOCATIONS <br />STUCCO SYSTEM. SEE ELEV a, <br />FOR COLORS. <br />0 <br />0 0 <br />TYVEK STUCCO WRAP <br />OVER 7-7/8- <br />STRUCTURAL WALL i <br />PANEL SYSTEM 'n <br />LINTEL, REFER TO <br />STRUCTURAL DRAWINGS <br />CORNER MOLD & <br />DRIP EDGE, TYP. <br />ALUM. CURTAINWALL SYSTEM <br />SOLAR SCREEN. CUSTOM = <br />COLOR TO MATCH M-2, SEE of <br />ELEVATIONS °02 <br />2'-0" <br />PERIMETER SEALANT <br />W/BACKER ROD AROUND <br />HEAD AND JAMBS, <br />INTERIOR AND EXTERIOR <br />(TYP-) <br />FACE OF WALL <br />BEYOND <br />1 /2" GYP. BOARD f I � URTAINWALL <br />OVER 2X FRAME i SYSTEM <br />MOULDING PROFILE <br />SCALE: 3"=1'-0" <br />TOP OF PARAPET <br />18'-0" <br />" <br />0 <br />ALUM. FASCIA <br />STUCCO SYSTEM. SEE <br />ELEV FOR COLORS. <br />Tl'VEK STUCCO WRAP OVER <br />7/16" STRUCTURAL GRADE <br />PLYWOOD OVER 2X4 STUDS <br />16" O.C. - SEE STRUCT. <br />DWGS. <br />9 _ <br />AIIII MOULDING _ <br />14'-7" 1 <br />1 <br />1 <br />1 <br />STUCCO SYSTEM ON --"r-- <br />FOAM MOULDING <br />r" TOP OF E.J. 1I <br />A5 <br />STUCCO SYSTEM. SEE <br />ELEV FOR COLORS. <br />TYVEK STUCCO WRAP OVER <br />7-7/8" AGRIBOARD WALL <br />rb � o PANEL <br />io <br />y <br />iA- <br />I�--ts-�I <br />I <br />ii�lllll� <br />(< <br />(poi <br />•` 0?1 <br />/ ' 1 <br />l�lllll�i'I <br />�' - <br />.��I <br />/ : / • 1 • 1 1 1 <br />REINFORCING REQ'D AT ALL <br />SURFACES TO RECEIVE <br />00 CULTURED STONE VENEER <br />FINISH: PROVIDE 2X SOLID <br />co <br />BLOCKING MATERIAL AT 24" <br />OC, EITHER HORIZONTAL OR <br />VERTICAL, TYP. <br />CASING BEAD, <br />CONT. FLASHING & <br />SEALANT (TYP.) 6 <br />A5 O.H. _ <br />T.O. WATERTABLE <br />COURSE '_ / <br />CULTURED STONE WATERTABLE <br />CULTURED STONE VENEER------_ <br />IN MUD -BED OVER STUCCO <br />SCRATCH COAT ON GALV <br />°O LATHE. ATTACH LATHE W/ <br />N STAINLESS STEEL SCREWS <br />INTO AGRIBOARD-PROVIDED <br />SOLID BLOCKING 024" O.C. <br />TYVEK STUCCO WRAP OVER <br />" <br />ALUM. COPING <br />EXTEND ROOF MEMBRANE <br />UP & OVER TOP OF <br />PARAPET <br />iC <br />SEALANT <br />8"x12" ALUM. VENT WITH <br />INSECT SCREEN - SEE <br />ROOF PLAN <br />7/16" STRUCTURAL GRADE <br />PLYWOOD OVER 2X4 STUDS <br />16" O.C. - SEE STRUCT. <br />DWGS. <br />SINGLE -PLY ROOF <br />MEMBRANE SYSTEM <br />5/8" STRUCTURAL GRADE <br />PLYWOOD OVER 20 STUDS <br />\ 16" O.C. - SEE STRUCT. <br />DWGS. <br />7-7/8" AGRIBOARD WALL <br />PANEL- SEE STRUCT. DWGS. <br />PREFAB VAULT PANELS <br />FURNISHED AND INSTALLED BY <br />BANK EQUIP. SUPPLIER <br />e <br />. c <br />a. <br />' e � <br />A <br />5" MODULAR VAULT <br />PANEL BY BANK <br />a EQUIPMENT SUPPLIER <br />e 1 /2" GYP. BD. ON <br />o ' 1-5/8" MTL. STUDS <br />4 16" O.C. <br />a <br />d <br />a <br />CLIP ANGLE AT MID <br />• <br />POINT <br />a <br />e <br />e <br />a <br />� <br />2" AIR SPACE z <br />z <br />. <br />J <br />Y Q <br />• <br />I <br />J <br />0 H Q <br />a <br />a <br />J o <br />m p J <br />vr-1" AIR SPACE � M E m <br />o <br />=�M <br />iV LM <br />Ir <br />RUBBER BASE <br />0 <br />I <br />00 <br />2x8's 0 48" O.C. WITH 26 WOOD <br />STL. BEAM — <br />SEE <br />STRUCTURAL <br />SUSPENDED <br />CEILING <br />5/8" GYP. <br />BD. <br />CORNER <br />BEAD <br />Revisions: <br />Seal: <br />Nicholas Puglisi, A.I.A. <br />Architect License #AR12460 <br />Consultants: <br />WACHOVIA <br />E L E M E N T 6 <br />ARCHITECTS -INTERIOR DESIGNERS <br />Tampa Office <br />The Edgewater Building <br />600 South Magnolia Avenue <br />Suite 150 <br />Tampa, Florida 33606 <br />Phone M3) <br />3) 251-0565 <br />Fax 251-0567 <br />Miami Office <br />1699 Coral Way suite 503 <br />Miami, Florida 33145 <br />Phone (305) 858-5858 <br />Fax (305) 058-5850 <br />ELEMENTS State License #AA0002341 <br />WITH BOLLARD COVER, I I I I RUBBER BASE IN <br />7-7/8" AGRIBOARD WALL / <br />7-7 8 AGRIBOARD WALL _...._... __.._..._._ <br />TYP. EACH BOLLARD N PANEL a SCHEDULED LOOR FINISH <br />PANEL _ — <br />F.F.E. .F.E. SLOPE 1 4" PER FOOT <br />o D o'-o" d ° d ° -o" d d ° ° WACHOVIA ZEPHYR COMMONS <br />USRCEL 6 <br />ROUTE 301 and KOSSIK RD <br />1/2" CONTINUOUS I I I I �+ � D i a d a° ° Q d <br />ZEPHYRHILLS FLORIDA <br />EXPANSION JOINT I I I o 0 o D.. / ° d ° CONCRETE SLAB SEE d d / 4500—STUCCO—SIDE ENTRY <br />CONCRETE SLAB SEE D _ - �� /������ ° STRUCTURAL DRAWINGS - <br />STRUCTURAL DRAWINGS e� _ , ///��//�//� Q I El <br />CONCRETE SLAB SEE Drawing No./Date 02.05.09 <br />>. o X/X// / a a STRUCTURAL DRAWINGS <br />�� d CONCRETE FOOTING SEE d A 6 <br />d <br />STRUCTURAL DRAWINGS ° d . <br />a <br />y. CONCRETE FOOTING SEE N ��� a. ° a CONCRETE FOOTING SEE PROJ NO. 07-071 <br />STRUCTURAL DRAWINGS D° °. \ d ° d <br />w \ ° a d° a STRUCTURAL DRAWINGS <br />Drawing Title/Scale/Drawn by jp <br />WALL SECTION WALL SECTION AT VAULT SECTION AT MAIN ENTRANCE WALL SECTIONS <br />SECTION AT DRIVE -UP LANE. 3 SCALE: "=1'-0" ` SCALE: 1 "=l'-0" NOTE: SEE 1 /A5 FOR TYPICAL NOTES SCALE: 1 "=1'-0" NOTE: SEE 1 /A5 & 3/A5 FOR TYPICAL NOTES <br />41 SCALE: AS NOTED <br />3/4"=V-0" <br />