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PROVIDE (2) 8" <br />FLANGE) 50 KSI <br />AT CORNER <br />WALLS. � <br />HOLDOWf <br />U <br />r. <br />0 <br />D] <br />E <br />E. <br />1.1 <br />8" x 14 GA STUDS (2 1/2" FLANGE) 50 KSI AT 12" O/C TYPICAL <br />WITH 15/32" APA RATED SHEATHING. ATTACH WITH S-8 <br />S AND 12" O/C IN FIELD. <br />2TICALLY <br />1 16" THICK TURNDOWN AT EDGE <br />0 <br />2" FLANGE) 50 KSI AT 12" O/C TYPICAL <br />D SHEATHING. ATTACH WITH S-8 <br />SCREWS AT 3" O/C AT PANEL EDGES AND 12" O/C IN FIELD. <br />PROVIDE BLOCKING AT 48" O/C VERTICALLY <br />FOUNDATION PLAN 1 <br />SCALE: 3/32" = V-0" <br />NOTES: <br />1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLOPES, <br />ELEVATIONS AND OTHER INFORMATION NOT SHOWN. <br />2. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY <br />OF THE CONTRACTOR. <br />U <br />z x It <br />o <br />Lb (c) D o <br />CV � � <br />c CO <br />00 <br />�UiiiwC/)Lo <br />� W C) <br />v � LLJ <br />U j cy) <br />O N <br />� N <br />H <br />co <br />0 <br />z <br />w <br />z <br />w <br />J <br />Q <br />ry- <br />O <br />J <br />Ll <br />W <br />J_ <br />v) <br />t jz ,.. <br />75 <br />Q <br />N''s,6" <br />No 70,433 :* <br />.. <br />�'• STATE OF <br />do <br />oo <br />18022 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />A <br />A <br />CONTRACT DATE: <br />08.01,2018 <br />BUILDING TYPE: <br />N/A <br />PLAN VERSION: <br />N/A <br />SITE NUMBER: <br />N/A <br />STORE NUMBER: <br />N/A <br />DOLLAR GENERAL <br />GALL BLVD <br />ZEPHYRHILLS, FL 33541 <br />SHELL ONLY <br />PHASE 1 <br />STRUCTURAL <br />FOUNDATION <br />PLAN <br />T i i i - i 1 _ _`_� �Ti CIT�,rj-T __ ill <br />■ <br />PLOT DATE. <br />