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00 PSI 2. REINFORCING STEEL TO BE DEFORMED BARS. GRADE 60 3. ALL MATERIALS SHALL CONFORM TO THE APPROPRIATE ASTM carricirammc ARCH PROFILE ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 7 E C B A 81) RATE REvt11088 REMARKS CCN51. NO laredian Design Group NJ 33 DrOnniA(1006 0009 •

t be in accordance with factory specifications to retain structural warranty. CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS D1.1 I D1.1 SCALE: N.T.S. 4 5 6 7 E D C B NO DATE No 33 Dronningaral Cada Oaan'a Okada, Pent Mut Box 6218 St 'Thomas, U.B. Wain Wards OCOM ttlepixne: 3410.7T7.16

PSI 2. REINFORCING STEEL TO BE DEFORMED BARS. GRADE 60 3. ALL MATERIALS SHALL CONFORM TO THE APPROPRIATE ASTM carricirarinmc ARCH PROFILE ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 7 E D C B A SO GATE REL•NOLS ONALSTRS NIT Jaredian Design Group Poll DNOTTlogATLS GNAT • CANNE

t be in accordance with factory specifications to retain structural warranty. CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS DI.1 I D1.1 SCALE: N.T.S. E D C B NO CleirE Iaredian Design Group No 33 ISMortIngans Claoo 0..000 °mem Pod Otika Box GM St. Thomas, U.S. Virgin Wards OCROX tcleFixn

0 PSI 2. REINFORCING STEEL TO BE DEFORMED BARS. GRADE 60 3. ALL MATERIALS SHALL CONFORM TO THE APPROPRIATE ASTM carrinrarinmq ARCH PROFILE ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 7 C B A NO GATE RINAF006 GONSuLTANTs JDG 1aredian Design Group rg, 33 Oronningons Gado • 0..aon%

be in accordance with factory specifications to retain structural warranty. CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS DI . I 01.1 SCALE: N.T.S. 4 5 I 6 7 E C B REASIONS NO GATE RORARKS CONSuLTANTS JDG Iaredian Design Group 03 33 DR crinzArN Gad. a OzarRz Pct ONTAPa St Rent