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| <br />� <br />� <br />PROVIDE CD6"X 14GA(2 1/2" FLANGE) SO KSI <br />BOX COLUMNS ATCORNERS AND ENDS OFWALLS. <br />SEE 7/S2;Ll FOR HOLDOWN CONNECTION <br />SEEy/S2.1 FOR CONNECTION DETAlL8ETVYEEN BOX <br />8EAMAND EXISTING STOREFRONT COLUMN <br />6"x14GASTUDS (2 1/2"FLANG8 <br />S0KSIAT12"O/C <br />EN <br />6"STUD PARTITION WALL EXTEND TQBOTTOM 0F <br />STRUCTURE. 6" x 14 GA (3" FLANGE) SLIP TRACK AT TOP <br />TO ALLOW MINIMUM 2" DEFLECTION FROM STRUCTURE. <br />VERIFY INFIELD <br />| <br />E�S�NG�0����-/ ' <br />| <br />2'-4" WIDE MINIMUM ' <br />'| <br />2'-0" <br />6" x 14 GA STUDS (J 1/2" FLANGE) 50 KSI AT 1211[VC <br />TYPI[AL0ITH1S/JJ"APARATED SHEATHING. ATTACH WITH <br />S-8SCREWS AT]^O/C ATPANEL EDGES AND 12''O/C IN <br />FIELD. PROVIDE BLOCKING AT36"O/C VERTICALLY <br />9 <br />w- <br />0 <br />� <br />| <br />./\ <br />--- <br />| <br />| <br />| l-� <br />| <br />! /\ <br />| CONTRACTDATE: <br />01.05.2018 <br />� 8U|U}|NGTYPE- <br />N/A <br />| <br />' PLAN VERSION: <br />DEC2015 <br />| SITE NUMBER: <br />i <br />N/A <br />�| STORE NUMBER: � <br />i <br />'| <br />N/A <br />--------1�--TRANSVERSE BARS. ATTACH #4 DOWELS TO <br />EXISTING FOOTING WITH HILTI HIT HY200 EPDXY, <br />-- <br />18" WIDE x 16" DEEP FOOTING AT NEW 8" WALL. <br />low <br />FOUNDATION PLAN <br />NOTES: <br />1.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLOPES, <br />ELEVATIONS AND OTHER INFORMATION NOT SHOWN, <br />Z.MEANS AND METHODS OFCONSTRUCTION ARE THE RESPONSIBILITY <br />OF THE CONTRACTOR. <br />Cl INDICATES HSS6x6x5/16COLUMN FULL HEIGHT. <br />F4 INDICATES 4'-U"x4'-0"x1'-4"THICK FOOTING WITH 5#4BARS AT <br />BOTTOM EACH WAY <br />INDICATES x4'-6" x 1''4"THI[K FOOTING 5#4 RARSAT <br />F4.S <br />BOTTOM EACH WAY <br />SHELL ��i ||| [l[l| |7- <br />v' `��� u�//�uuu ' <br />503SGALL 8LVD <br />ZEPHYRH|LLS.FL 33541 <br />REMODEL <br />���- K �| ��-� <br />" ~~~_����~~° ^~� �_~_ <br />PHASE <br />^ <br />8" SLAB WITH 16" THICK TURNDOWN AT EDGE <br />Iml <br />PLOT DATE.: <br />