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w <br />�Q <br />�w <br /><c <br />Ad <br />a <br />TOP OF PARAPET <br />20-10" <br />EXISTING CORNICE TO REMAIN <br />EXISTING STUCCO SYSTEM AT PARAPET TO REMAIN <br />(TYP.) <br />ELASTOMERIC COATING <br />(STO POWERFLEX SILCO) OVER PRIMED SKIM <br />COAT/BASE COAT OVER MESH <br />i <br />TOP OF WATERTABLE COURSE <br />EXISTING SIGNAGE TO BE REMOVED AND REUSED (TYP.) <br />TOP OF WALL <br />12'-6" <br />CULTURED STONE VENEER <br />2—COAT FLUID APPLIED WEATHER RESISTIVE BARRIER <br />(STOGUARD) OVER REINFORCING MESH OVER NEW %6" <br />STRUCTURAL GRADE PLYWD — PROVIDE SHEATHING FABRIC <br />AT ALL JOINTS AND WALL OPENINGS <br />NEW 6" UNFACED BATT INSULATION <br />STUCCO EXPANSION JOINT (TYP.) <br />EXISTING TIMBERSTRAND TO REMAIN — IF DAMAGED REPLACE IN ACCORDANCE <br />WITH STRUCTURAL DRAWINGS (TYP) <br />STL. BEAM LINTEL TO REMAIN <br />8'-8" AFF <br />ALUM. CURTAINWALL SYSTEM SOLAR SCREEN <br />TO BE REUSED <br />SOFFIT VENT STRIP <br />SEALANT W/BACKER ROD <br />STUCCO SYSTEM, BEYOND <br />ALUM. CURTAINWALL SYSTEM TO BE REMOVED AND RESET <br />AFTER OPENING IS PROPERLY FLASHED <br />EXTEND WINDOW PAN FLASHING TO 1" BEYOND BACK OF WATERTABLE. <br />CONTINUOUS SEALANT TO PROVIDE WATERTIGHT CONDITION BETWEEN <br />FLASHING AND WATERTABLE (TYP.) COLOR TO MATCH WATERTABLE. <br />CULTURED STONE WATERTABLE <br />WINDOW SILL_ _ <br />NEW CULTURED STONE VENEER IN MUD —BED OVER STUCCO SCRATCH <br />COAT ON GALV LATHE. ATTACH LATHE W/ STAINLESS STEEL SCREWS <br />INTO AGRIBOARD—PROVIDED SOLID BLOCKING @24" O.C. <br />F.F.E. <br />EXISTING AGRIBOARD ROOF PANELS. SEE ROOF <br />PLAN AND ROOF PHASING NOTES FOR ADDITIONAL <br />INFORMATION <br />SUSPENDED CEILING TO REMAIN <br />1/2" GYP. BD. TO REMAIN <br />CORNER BEAD TO REMAIN <br />NEW 6" UNFACED BATT INSULATION <br />EXISTING TIMBERSTRAND TO REMAIN — IF DAMAGED <br />REPLACE IN ACCORDANCE WITH STRUCTURAL <br />DRAWINGS (TYP) <br />RUBBER BASE TO REMAIN <br />EXIST. GONG. TO REMAIN <br />TYPICAL WALL SECTION. <br />SCALE: 1" = 1'-0" <br />EXISTING METAL FASCIA TO REMAIN <br />TOP OF_WALL <br />18'_—0`'—.—.—.—.—.— —. <br />EXISTING STUCCO SYSTEM AT PARAPET TO REMAIN (TYP.)- <br />ELASTOMERIC COATING <br />(STO POWERFLEX SILCO) OVER PRIMED SKIM <br />COAT/BASE COAT OVER MESH <br />:� <br />'w <br />_Q <br />�Z <br />J <br />< <br />n <br />PINEAPPLE GROVE MEDALLION — SEE ELEVATIONS FOR <br />LOCATIONS <br />7 <br />A5 <br />STUCCO EXPANSION JOINT (TYP.) y— <br />T.O. PANEL <br />2—COAT FLUID APPLIED WEATHER RESISTIVE BARRIER <br />(STOGUARD) OVER REINFORCING MESH OVER NEW 716" <br />STRUCTURAL GRADE PLYWD — PROVIDE SHEATHING FABRIC <br />AT ALL JOINTS AND WALL OPENINGS <br />ELASTOMERIC COATING (STO POWERFLEX SILCO) OVER PRIMED <br />STUCCO SYSTEM (STO POWERWALL) ON PAPER BACKED GALV. <br />SELF —FURRING METAL LATH <br />EXISTING SOLAR SCREEN <br />TO BE REUSED <br />CONTINUOUS SEALANT — <br />(BASF SQNOLASTIC 150) <br />EXISTING ALUM & GL STOREFRONT TO BE <br />REMOVED AND RESET AFTER OPENING IS <br />PROPERLY FLASHED <br />i <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />NEW CULTURED STONE VENEER IN MUD —BED OVER STUCCO — <br />SCRATCH COAT ON GALV LATHE. ATTACH LATHE W/ <br />STAINLESS STEEL SCREWS INTO AGRIBOARD—PROVIDED SOLID <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />EXISTING TPO ROOF MEMBRANE <br />TO REMAIN <br />MECHANICAL FASTENERS PER MANUFACTURERS <br />RECOMENDATION <br />HEAT WELDED LAP <br />CUT EDGE SEALANT <br />1►11TITal' 4 :► I <br />EXISTING AGRIBOARD ROOF PANELS. SEE ROOF <br />PLAN AND ROOF PHASING NOTES FOR <br />ADDITIONAL INFORMATION <br />EXISTING OSB INTERIOR FACE PANEL TO REMAIN <br />EXISTING TIMBERSTRAND TO REMAIN — IF <br />DAMAGED REPLACE IN ACCORDANCE WITH <br />STRUCTURAL DWGS <br />NEW 6" UNFACED BATT INSULATION <br />2x8 WOOD STUDS RIPPED TO 7" @ 16" O.C. — <br />SEE STRUCTURAL DWGS FOR CONNECTIONS <br />SUSPENDED CEILING TO REMAIN <br />NEW HEADER — SEE STRUCTURAL DWGS. PATCH <br />AND REPAIR GYP. BD. AS REQD TO INSTALL <br />HEADER <br />2x8 WOOD STUDS RIPPED TO 7" @ 16" O.C. — <br />SEE STRUCTURAL DWGS FOR CONNECTIONS <br />EXISTING TIMBERSTRAND TO REMAIN — IF <br />BLOCKING @ 24" O.C. DAMAGED REPLACE IN ACCORDANCE WITH <br />1 STRUCTURAL DWGS <br />GC TO VERIFY WITH OWNER IF STONE VENEER CAN BE REUSED. A5 <br />EXISTING CONCRETE SLAB <br />Lilk ELEVATION _ I <br />I q <br />d I 6 1 <br />q <br />L1 q l i <br />d <br />q °Qq a I �— EXISTING CONCRETE FOOTING <br />q <br />4 d <br />q <br />TYPICAL WALL SECTION. <br />SCALE: 1" = 1'-0" <br />IMPROVING YOUR WORLD <br />Reynolds, Smith and Hills, Inc. <br />10748 Deerwood Park Blvd. S. <br />Jacksonville, Florida 32256-0597 <br />904-256-2500 FAX 904-256-2501 <br />www.rsandh.com <br />FL Cod. Nos. AAC001886 * IB26000956 <br />EB0005620 * LCC000210 * GB238 <br />WELLS FARGO <br />AGRIBOARD REPAIR <br />ZEPHYR COMMONS <br />7780 GALL BLVD <br />ZEPHYR HILLS, FL 33541 <br />REGISTRATION <br />REVISIONS <br />NO. <br />DESCRIPTION <br />DATE <br />DATE ISSUED: 10-22-13 <br />REVIEWED BY: SPJ <br />DRAWN BY: PEK <br />DESIGNED BY: <br />AEP PROJECT NUMBER <br />501-2717-033 <br />© 2013 REYNOLDS, SMITH AND HILLS INC. <br />SHEET TITLE <br />WALL SECTIONS <br />SHEET NUMBER <br />A4 <br />CONSTRUCTION <br />SET <br />