HOENER ASSOCIATES INC. ARCHITECTS

Transcription

1 HOENER ASSOCIATES INC. ARCHITECTS BRUCE D. DELL MARK REUTHER ADDENDUM NO. 1 PROJECT 15-22C RENOVATION AND SITE WORK AT: BUILDING B DDRB OF ST. CHARLES DEVELOPMENT DISABILITIES RESOURCE BOARD ST. CHARLES, MISSOURI April 28, 2016 The drawings and specifications are hereby supplemented and amended to include the following particulars. CIVIL DRAWINGS ITEM NO. 1: CIVIL DRAWING C4 GRADING PLAN A. Add note 8 PVC to connect to downspout. See attached Supplementary Drawing sheet SD-1, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. ARCHITECTURAL DRAWINGS ITEM NO. 2: ARCHITECTURAL DRAWING SHEET A1.0 ARCHITECTURAL SITE PLAN A. Delete lighting schedule from sheet. See new electrical drawing for more information. See attached Supplementary Drawing sheet SD-9, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. ITEM NO. 3: ARCHITECTURAL DRAWING SHEET A1.2 FLOOR PLAN B. Clarification to room names. Change room label of Existing Library 161 to Exist. Flex Space 161. C. Clarification to room names. Change room label of Existing Storage 166 to Lift Station Controls 166. D. Add section cut at ramp 1/SD:6. See attached Supplementary Drawing sheet SD-6, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents ITEM NO. 4: ARCHITECTURAL DRAWING SHEET A1.3 ENLARGED FLOOR PLAN & DETAILS A. Partial Floor Plan 2/A1.3: Add note to read as follows: Add ½ expansion joint at perimeter of building at new concrete. See attached Supplementary Drawing sheet SD-2, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. B. Partial Floor Plan 2/A1.3: Add note to read as follows: Ex. elec. & conduit. Provide sleeve for existing conduits.. See attached Supplementary Drawing sheet SD-2, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. C. Partial Floor Plan 2/A1.3: Add note to read as follows: Ex. conduit below door to be removed & relocated up and around door. Contractor to research.. See attached Supplementary Drawing sheet SD-2, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. D. Partial Floor Plan 2/A1.3: Add section cuts 1/SD:4 & 2/SD:4 at existing doors. See attached Supplementary Drawing sheet SD-2, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. E. Revise detail 4/1.3. See attached Supplementary Drawing sheet SD:3, dated April 28, 2017, included with this Addendum and hereby made part of the Contract Documents. F. Add details 1/SD:4 & 2/SD:4 section cuts through door 2 and existing doors. See attached Supplementary Drawing sheet SD-4, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. PROJECT # 15-22C ADDENDUM #1 PAGE 1

2 ITEM NO. 5: ARCHITECTURAL DRAWING SHEET 2.0-BUILDING ELEVATIONS A. West Elevation 1/A2.0 and East Elevation 4/A2.0: "Revise" detail call out 2/A2.2 to "2/SD:6". See attached Supplementary Drawing sheet SD-6, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. B. Partial West Elevation 5/A2.0: "Revise" elevation showing approximate location of conduits. See attached Supplementary Drawing sheet SD-5, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. C. West Elevation l/a2.0: "Add" section cut through ramp 1/SD:6. See attached Supplementary Drawing sheet SD-6, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. ITEM NO. 6: ARCHITECTURAL DRAWING SHEET 2.1 -BUILDING SECTIONS A. Section 2/ A2.1: "Revise" section to remove concrete side wall and add concrete footing at steel column, embed column into concrete footing. See attached Supplementary Drawing sheet SD-7, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. B. Section 2/A2. I: Clarification to detail. "Add" note to apply bonding agent between new concrete and existing concrete. See attached Supplementary Drawing sheet SD-7, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. C. Section I/ A2. I: "Clarification" to handrails. See attached Supplementary Drawing sheet SD-8, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. ITEM NO. 7: ARCHITECTURAL DRAWING SHEET 2.2 -BUILDING SECTIONS A. Detail l/a2.2: "Add" note to apply bonding agent at steel column vertical joints, typical at all steel columns. B. "Delete" detail 6/ A2.2 -not used. ITEM NO. 8: ARCHITECTURAL DRAWING SHEET 2.3 -DETAILS A. Detail 2/ A2.3: "Revise" detail to remove concrete side wall. See attached Supplementary Drawing sheet SD-7, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. ELECTRICAL DRAWINGS ITEM NO. 9: SUPPLEMENTARY ORA WING 9-PARTIAL SITE LIGHTING A. "Add" new electrical drawing. See attached Supplementary Drawing sheet SD-9, dated April 28, 2016, included with this Addendum and hereby made a part of the Contract Documents. END OF ADDENDUM #I PROJECT# l 5-22C - ADDENDUM # 1 - PAGE 2

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11 PHOTO CELL HUBBELL DIE CAST ALUMINUM SINGLE GANG BOX 2 1" EMT BUILDING WALL 1" PVC COATED GRC THREADED COUPLING 3 4 INTERIOR EXTERIOR FINISH GRADE 24" MIN. GRC TO PVC TRANSITION 1" SCH 40 PVC 5 G N EVENT SWITCH `a' TO ALL PARKING LOT POLES TO PANEL `P-1' - H TIME CLOCK DOUBLE POLE SWITCH LOCATED IN ELECTRICAL ROOM TO PARKING LOT POLE HEADS `a' 39 ALL CONDUCTORS SHALL BE #10AWG PHOTOCELL N H G R INTERMATIC #ET1715C LOCATED IN ELECTRICAL ROOM TORK #2107 LOCATED ON EAST WALL OF EXTERIOR LIGHT POLE 25'-0" 3 2 BB 39 FLUSH HANDHOLE AND COVER `P-1' 4 2#10, 1#10GRD - 1" SCH 40 PVC 2#12, 1#12GRD-1"EMT TO NEW 2P, 20A CB INSTALLED IN `P-1' 1 J 2#10, 1#10GRD-1"C CONCEALED ABOVE LAY-IN CEILING 2#10, 1#10GRD - 1" SCH 40 PVC ANCHOR BOLTS EXPOSED CONCRETE TO HAVE RUBBED FINISH AND CHAMFERED EDGES S:\ \Elec\SD-9.dwg 04/28/16 16:41 TFisher SCALE: 1" = 20' - 0" 0 5' 10' 20' 1"=20'-0" AA 39 2'-6" 7'-0" 3/4" CONDUIT IN CONCRETE UNDISTURBED EARTH FINISHED GRADE CONDUIT, BURY 24" BELOW FINISHED GRADE (MINIMUM) #3 TIES AT 12" O.C. 4 #5 REBAR 24" DIA. SPARE 1" CONDUIT WHERE SHOWN