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p NOTICE 1I 1A5 W <br /> OF WA <br /> SHEET NOTE: <br /> IF THIS W DOES IIT <br /> MEASURE 1'THEN DRAWING <br /> 1. EXISTING CONFIGURATION, GEOMETRY, AND ELEVATIONS ARE BASED Is NOT TO SGAw <br /> ON DRAWINGS PREPARED BY LANCE MUELLER & ASSOCIATES FOR <br /> THE "EVERET TECH" BUILDING ADDENDUM #2 DATED AUGUST 20, (N) CONCRETE INFILL TOPPING 21023856 <br /> 2021 AS WELL AS DRAWINGS PREPARED BY PETERSON SLAB. FINISH CONCRETE TO MATCH OFF AEGISTERE�G\�� tiotip <br /> STRUCTURAL ENGINEERS FOR "HELION ENERGY PRECAST PIT ELEVATION OF ADJACENT TOP OF SS�ONAI <br /> STRUCTURE" REV 1, DATED SEPTEMBER 30, 2022. CONTRACTOR (E) PRECAST PIT WALLS D <br /> TO VERIFY GEOMETRY IN FIELD AND NOTIFY THE E.O.R IF c <br /> CONFLICTS OR DISCREPANCIES EXIST. (E)Y2" (E) FALL PROTECTION/GUARDRAIL s <br /> FLEXIBLE JOINT DOWELS TO (E) PRECAST PIT SYSTEM TO BE REMOVED, TYR = <br /> (E) SLAB SURROUNDING FILLER, TYR\,:1 <br /> ( STRUCTURE PER <br /> K L M N PIT PERIMETER, APPROX. W <br /> 4'-0" WIDE, TYR s rnN <br /> #5 AT 18"oc, EA WAY, � c o N <br /> (E) BLDG SLAB, TYP TOP AND BOTTOM o <br /> oan <br /> II II a � m Ln <br /> II <br /> W <br /> I 10'" II <br /> 6 <br /> 10"± <br /> F) <br /> OCD CD N CD <br /> CD <br /> W � W <br /> N FMI-EPS EPS46 - - - - - - - - - - _ Cl <br /> ( ) o - - -11' 2„ - - - (E) STRUCTURAL FILL <br /> GEOFOAM BLOCK INFILL OR � LJ <br /> E.O.R.-APPROVED EQUAL > <br /> 17-10" <br /> 27'-0" W <br /> FACE OF (E) WALL <br /> TO CORNER OF (E) PIT <br /> LL_ <br /> (E) PRECAST CONCRETE PIT - - <br /> 35'-0" STRUCTURE BY OTHERS <br /> FACE OF (E) WALL — <br /> TO CORNER OF (E) PIT 10-0" TRANS. <br /> 15'-0".LONG. � � � �� LLj <br /> 0 <br /> °�, 15-0" 1 6'_8" 1`8' RANS.> <br /> 1 6' 8" LONG.����� IX� <br /> O <br /> E LJ_ <br /> �� SUBGRADE � e��p <br /> V d <br /> PIT SECTION <br /> (E) 10" CONCRETE SLAB 1/2" = 1'-0" S2 ^ <br /> AROUND PERIMETER OF (E) 1 LL O <br /> PRECAST PIT STRUCTURE - SIM N N <br /> 00 <br /> 10l_pll 0-) <br /> LLI <br /> e�e��pp,, <br /> (E) FALL PROTECTION/ 11'-8" ��/{dd I-- W Q <br /> GAURDRAIL SYSTEM TO BE ®l U) Z = <br /> REMOVED ® ! l L_ LLi � <br /> �d � <br /> Ld LLI z W <br /> EXISTING NEW <br /> (N) GEOFOAM EPS46 PIT 0 W <br /> INFILL WITH LLJ <br /> 10" GONG. SLAB = 0- _ W <br /> DOWELLED INTO (E) PRECAST PROVIDE #5 DOWELS AT 18" O.C.. TYR #5 SLAB REINFORCING DETAIL NOTES: <br /> CONCRETE PIT WALLS AROUND EPDXY EMBED 5" TO (E) WALL W/ PER PIT SECTION 1. DOWELS TO AVOID CONFLICTS W/ (E) WALL <br /> PERIMETER PERe. HILTI HIT-RE 500 V3 EPDXY. SEE NOTE 1. REINFORCING AND FALL PROTECTION/ <br /> GUARDRAIL ANCHORAGE. SEE JENSEN <br /> PRECAST SHOP DRAWINGS DATED 06/30/22 <br /> (E) PRECAST CONCRETE 1-1/2" CLR. FOR (E) WALL REINFORCING DESIGN. <br /> PIT STRUCTURE TO REMAIN 6" -- 2. TO AVOID CONFLICTS, INDIVIDUAL DOWEL ., <br /> °aI LOCATIONS MAY BE ADJUSTED HORIZONTALLY Z <br /> BY 2" (MAX). MAINTAIN TYPICAL 18" SPACING <br /> 2" CLR. ELSEWHERE. - (/) <br /> 3. PROVIDE MIN. 9" BETWEEN SLAB CORNERS J <br /> 5" 2'-6" LAP - - AND DOWELS U Q <br /> L i l <br /> z <br /> (E) PRECAST PIT - (N) FMI-EPS EPS46 zo Q <br /> STRUCTURE WALL GEOFOAM BLOCK INFILL OR Z <br /> E.O.R.-APPROVED EQUAL <br /> 3 �1011 m Q <br /> z <br /> JOB No. <br /> 4 22020023 <br /> SLAB-TO-WALL DETAIL DRAWN CHECKED <br /> EJM NRW <br /> LEGEND 1"' = 1-0- S2 <br /> F AB C.I.P. CONCRETE DATE 1 7/24 <br /> `Z ABOVE GEOFOAM EPS46 IN INFILL REVISIONS <br /> PARTIAL FLOOR PLAN (E) CONCRETE <br /> 1/8" = 1'-0" <br /> (N) FMI-EPS46 GEOFOAM <br /> SHEET <br /> 2 GF 2 <br />