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MINIMUM SLAB PROVISIONS <br />1907.1 General. The thickness of concrete floor slabs supported directly on the <br />ground shall not be less than 3 1/2 inches (4" min. specified on plans). A 6—mil <br />(0.006 inch; 0.15 mm) polyethylene vapor retarder with joints lapped not less than 6 <br />inches (152 mm) shall be placed between the base course or subgrade and the <br />concrete floor slob, or other approved equivalent methods or materials shall be used <br />to retard vapor transmission through the floor slab. <br />I N L- VV I-) �-/ I \ L- L- I I I I N \J r\ I <br />WOOD FRAMING OPENING <br />2)-0111. 3)-4)) 1- 12'-0" <br />I ) I <br />14 — 0 1 20'-0" <br />7-LOOR PLAN - RENOVATED <br />SCALE: 3/8" = 1'-0"9 <br />14 1-0)) <br />SCALE: 3 8' = 1 1-0" <br />1 1111 <br />1 - 4 <br />14 — 0 <br />- - ' -- \ - - - - 1 0 �-,IVIU VVI 11-1 U111—L-) ruur,\Lu <br />MATCH EXISTING HEIGHT, SOLID WITH (1) #5 BAR FROM <br />FINISH, ETC. FOOTING TO BOND BEAM / LINTEL <br />2 14 4 12'- 0 EPDXY W/ HILTI HIT-HY500 (OR EQUAL) <br />1 -4 MIN. EMBED 6" (TYP) <br />20 �-01) <br />14'— 0 P) <br />Ott LM <br />r2zz <br />1-10 <br />z C) <br />U0z Z <br />M <br />Issued for: Date: <br />El PREUMINARY <br />0 PRICING <br />F-1 BIDDING <br />0 PERMIT 12/27/2019 <br />El REVISION #1 <br />:J <br />F, <br />C <br />LM <br />LM <br />LIM P= <br />T-111 ;" <br />Lm <br />00 <br />Sea[ <br />License Number: 735394 <br />A=3 <br />Qrswn bY: FRANK DE40SE, PE ) <br />Qrswn bY: FRANK DE40SE, PE ) <br />