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HomeMy WebLinkAboutA1.1-FOUNDATION-PLAN-Rev.0FOUNDATION PLAN NOTES I. COORDINATE SLAB CONSTRUCTION JOINTS AND CONTROL JOINTS WITH LOAD BEARING LOCATIONS. MA50NARY I" AIR SPACE G O i O FOUNDATION PLAN KEYED NOTES I. 0" X 2a" CONCRETE GRADE BEAM - TYPIGAL 2. 12" GMU FOUNDATION HALL - TYPICAL 3. 30" X 30" X a" THICKEN SLAB IS GOLUMN BEARING - HITH 3 #5 BARS EACH HAY TYPICAL. 4. EXTERIOR FOUNDATION HALLS TO EXTEND DOHN 56" BELOW FINISH GRADE WITH 2" RIGID INSULATION. 5. 4" CONCRETE SLAB HITH FIBER MESH OVER VAPOR BARRIER AND 4" PEA GRAVEL. THICKEN SLABS AT PERIMETER. 6. THICKEN SLAB AT LOAD BEARING HALL, 50" H X 12N DEEP HITH (3) #5 BAR5 CONTINUOUS. 7. THICKEN SLAB AT LOAD BEARING HALL, Ia"HIDE X 12" DEEP WITH (2) #5 BARS. T/I6" SHEATH AND BUILDING WRAP 2 X (2 FRAMED HALL TREATED HOOD PLATE 12" OMU HITH GROUT FILLED GORES. 2" RIGID INSULATION 6" POURED CONGRETE SLAB HITH THICKENED PERIMETER. 3 #5 BARS CONTINUOUS AT TOP AND BOTTOM. #4 BAR VERTICAL AT 24" O.G. 15" X 25" MIN CONCRETE GRADE BEAM I-AI.I SECTION T)'FIGAL FOUNDATION SECTION 5GALE:1"=l'-0" 4' CONCRETE SLAB C7 2-AI.I SECTION RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel �_ n DATE: 03/27/19 500 X 12" THICKEN SLAB WITH 0) #5 BARS 4" CONCRETE SLAB 0 3-AI.I SECTION 0 la" X 1V THICKEN SLAB HITH (2) #5 BARS FOUNDATION PLAN a PLAN NORTH f�wPPdJAL FOFt COM3TFIILTION ,=0 .m ma.,�wwa,. M� : , RmTwatwil�� hie, w v�ae yY" 4%111 0 �pQpr?EGIH OER OAP: *� 8701e6 *3 STATE OF j cs�ti O U_1 O > ck 6 N O i - L Eo u� O r LU m O AS L V Z Z 0— O u za F- tl Z O p -1w L O E-0 u LLLid (Y W pT zCD SHEET NUMBER A" oF5HEET5