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I;I�Ic <br />AT24" ON CENTER <br />• `i �� <br />SEE SHE T SI.2 FOR <br />LINTEL D TAIL <br />ALUMINIM AND GLASS <br />STOREFRONT SYSTEM <br />AB 4"CONCRETE FLOOR SLAB <br />6 REINFORCED WITH 6 X 6 <br />E 4" SIDEWALK SLAB - 1.4 X 1.4 WELDED WIRE <br />FABRIC <br />6 MIL VAPOR BARRIER <br />^ <br />/\/\/\/\/\//\ <br />\\j\\j/\\j/\ /\\\j/\\ <br />\// NY \//Ny <br />//\//\//\//\//\/ <br />\\/ <br />\//\//\///\//\//\ • I ' ' ' ' \//\//\//\//\ <br />\ \ \ \ \ \ \ \ \ \ \ <br />//\ <br />fVN <br />REINFORCED CONCRETE J WELL COMPACTED SOIL J <br />FOOTING (SEE (98% PROCTOR ) WITH <br />FOUNDATION PLAN) TERMITE TREATMENT <br />3 WALL SECTION <br />4.IJ SCALE %4" = 1'-0'I <br />I` C SEE SHEET S2.IFOR TRUSSES o 1 <br />` AND ATTACHMENT <br />2 COURS S 8"MS5APONRY <br />E EE SOLIJD5TEtAN LREINF W/ (2) <br />LINTEL DETAIL2 FOR SEE DETAIL SHEET <br />I <br />I <br />1 <br />I <br />I <br />METAL SOFFIT <br />6' X 4' METAL <br />PLASTER/4'PAINTED DOWNSPOUT <br />I <br />I <br />I <br />I <br />I <br />LAT RENTPAINTED <br />1 <br />I <br />I <br />I <br />I <br />1 0 <br />I <br />I N <br />1 <br />I <br />ALUMINIM AND GLASS 8" CONCRETE MASONRY WALL <br />STOREFRONT SYSTEM REINFORCED WITH (1) 05 ROD <br />AT 32"ON CENTER VERT <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />4"CONCRETE FLOOR SLAB 4'CONCRETE FLOOR SLAB <br />REINFORCED WITH 6 X 6 REINFORCED WITH 6 X 6 <br />4" SIDEWALK SLAB - 1.4 X 1.4 WELDED WIRE - 1.4 X 1.4 WELDED WIRE <br />FABRIC FABRIC 4" SIDEWALK SLAB <br />6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER <br />I FINISH FLOOR <br />\/\/\/\/\1\31 NY \/\/\/\/\/\ I //\//\//\//\//\//\//\ //\\//\//\//\//\\//\//\\//\\/ <br />I NY NY <br />\\/\\/\\/\\/\\/\\,\\�\/\\/\\\\�\\\\�\\\\�\\�\\ /j\\/j\///////////////\\//// • I //////// //////////// / <br />�\/�\/�\/�YXYN <br />NY N <br />/k/ <br />REINFORCED CONCRETE —' WELL COMPACTED SOIL J <br />FOOTING (SEE (98% PROCTOR ) WITH <br />FOUNDATION PLAN) TERMITE TREATMENT <br />2 WALL SECTION <br />4.11 SCALE Y/4" = 1'-0' <br />REINFORCED CONCRETE—' WELL COMPACTED SOILJ <br />FOOTING (SEE (98% PROCTOR ) WITH <br />FOUNDATION PLAN) TERMITE TREATMENT <br />(07 WALL SECTION <br />4.1 SCALE %4" = 1'-0" <br />Revisions Date By <br />Mark A. jonnatti <br />Florida AR 0010778 <br />JONNATTI <br />ARCHITECTURE <br />INCORPORATED <br />21021 US Highway 19 N <br />Clearwater, Florida 33765 <br />(727) 725-ARCH <br />(727) 725-2603 fx <br />www.jarch.com <br />info@jarch.com <br />® jonnatti Architecture <br />Incorporated 2021 <br />OF <br />F` O9�0 <br />A 1 ti <br />5/31/21 <br />PHR <br />RETAIL <br />DEVELOPMENT <br />US HWY 301 <br />GALL BLVD <br />ZEPHYRHILLS <br />FLORIDA <br />33542 <br />WALL <br />SECTIONS <br />(Drawn <br />MAj <br />Check <br />MAj <br />Date <br />AUG 18, 2021 <br />Scale <br />AS NOTED <br />job No <br />ZEPHR RB <br />Sheet: <br />A4.1 <br />