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DFCM+Addendum+1 Department of Administrative Services TANI PACK DOWNING Executive Director Division of Facilities Construction and Management State of Utah JIM R. RUSSELL Director GARY R. HERBERT Governor SPENCER J COX Lieutenant Governor Addendum No. 1 Date: August 20, 2019 To: Pre-Qualified General Contractors From: Tim Parkinson – Project Manager, DFCM Reference: Dee Event Center Generator Relocation Weber State University DFCM Project No. 18089810 Subject: Addendum No. 1 Pages Addendum Cover Sheet 1 page A/E’s Addendum 5 pages Total 6 pages Note: This Addendum shall be included as part of the Contract Documents. Items in this Addendum apply to all drawings and specification sections whether referenced or not involving the portion of the work added, deleted, modified, or otherwise addressed in the Addendum. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to Disqualification. 1.1 SCHEDULE: There are no project schedule changes. 1.2 GENERAL ITEMS: A/E’s Addendum No. 1 4110 State Office Building, Salt Lake City, Utah 84114 · telephone 801-538-3017 · facsimile 801-538-3267 · www.dfcm.utah.gov ADDENDUM #001 SHEET E100 1. Reference Note #6, Revise to read all control conductors must run in a separate 2” conduit. See attached updated plan. 2. Add Reference Note #8. See attached updated plan. 3. Add Special Note #6. See attached updated plan. SHEET ES100 1. Reference Notes #7 and #8 have been revised. Refer to attached plan. APPROVED MANUFACTURERS The following additional manufacturers are approved to bid. Approval of the equipment from catalog information indicates that the brand name and general characteristics are acceptable to the Engineer. Any conflict arising from use of the substituted equipment shall be the responsibility of the Supplier who shall bear all costs required to make the equipment comply with the intent of plans and specifications. DIESEL ENGINE GENERATOR 1. Generac WSU DEE EVENT CENTER – ENGINE GENERATOR RELOCATION Page 1 of 1 E.C.E. LLC. 939 So. West Temple Salt Lake City, Utah 84101 Telephone (801) 521-8007 Telefax (801) 521-8057 SEAL 06-07-2019 OGDEN, UTAH WEBER STATE COLLEGE WSU DEE EVENT CENTER GENERATOR RELOCATION DFCM STAMP ECE PROJECT NO. 5236 DRAWN BY: MT CHECKED BY: AM ISSUED: NO. DATE DESCRIPTION 6-7-2019 - - - - - - - REVISIONS: NO. DATE DESCRIPTION 1 8-15-2019 ADDENDUM.01 - - - - - - - - - - - - - - - - - - MECHANICAL ROOM PLAN - ELECTRICAL SHEET NUMBER E100 E.C.E. LLC. 939 So. West Temple Salt Lake City, Utah 84101 S Telephone (801) 521-8007 Telefax (801) 521-8057 SEAL 06-07-2019 DEE EVENT CENTER WEBER COUNTY SPORTS COMPLEX OGDEN, UTAH WEBER STATE COLLEGE WSU DEE EVENT CENTER GENERATOR RELOCATION DFCM STAMP ECE PROJECT NO. 5236 DRAWN BY: MT CHECKED BY: AM ISSUED: NO. DATE DESCRIPTION 6-7-2019 - - - - - - - REVISIONS: NO. DATE DESCRIPTION 1 8-15-2019 ADDENDUM.01 - - - - - - - - - - - - - - - - - - OVERALL SITE PLAN - ELECTRICAL SHEET NUMBER ES100 ADDENDUM 001 project WSU Dee Events Center Generator project no 18850.00 Enclosure date 2019-08-14 no. pages owner contractor bid date 2019-08-28 bid time 12:00 am This Addendum shall be considered part of the Contract Documents and Project Manual for the above mentioned project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original Contract Documents and Project Manual, the Addendum shall govern and take precedence. general 1.1 REMOVED DETAIL A4/AS501 1.2 THERE ARE NO STRUCTURAL DRAWINGS. drawings item sheet# description 1.1 AS501 REMOVED DETAIL A4. End of Addendum 001 1 2 3 4 5 6 4" SLOPED PRECAST LEVEL 02 LEVEL 02 4" SLOPED PRECAST CONCRETE CAP W/ 112' - 0" 4" SLOPED PRECAST 112' - 0" CONCRETE CAP W/ DRIP EDGES CONCRETE CAP W/ DRIP EDGES DRIP EDGES 110' - 0" 4" X 4" X 3/16" TUBE STEEL MASONRY TO MATCH GATE POST, W/ CAPPED MASONRY TO MATCH EXISTING DOUGOUT END, GALVANIZED EXISTING DOUGOUT 4" X 4" X 3/16" TUBE STEEL GATE POST, W/ CAPPED 107' - 4" MASONRY TO MATCH EXISTING CHAINLINK 524 SOUTH 600 EAST 801.575.8800 END, GALVANIZED SALT LAKE CITY, UT 84102 VCBO.COM EXISTING DOUGOUT FENCE EXISTING CHAINLINK EXISTING CHAINLINK FENCE FENCE MASONRY TO MATCH 104' - 8" E E MASONRY TO MATCH EXISTING DOUGOUT MASONRY TO MATCH EXISTING DOUGOUT EXISTING DOUGOUT REINFORCED CONCRETE 102' - 8" REINFORCED CONCRETE FOUNDATION WALL, REINFORCED CONCRETE ARCHITECTURAL GRADE FOUNDATION WALL, FOUNDATION WALL, ELEVATIONS MAY ARCHITECTURAL GRADE FINISH WHERE EXPOSED ARCHITECTURAL GRADE FINISH WHERE EXPOSED VARY BASED ON FINISH WHERE EXPOSED GROUND SLOPE, LEVEL 01 CONCRETE MOW STRIP LEVEL 01 CONCRETE MOW STRIP FIELD VERIFY 100' - 0" 100' - 0" CONCRETE MOW STRIP E2 Elevation 1 E3 Elevation 2 E6 Elevation 3 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" STEEL PIPE - COORDINATE REQ'D DIAMETER W/ GATE KEEPER HARDWARE. VERIFY LOCATION IN FIELD SO GATE KEEPER HOLDS A2 OPEN GATE PARALLEL TO FENCE. AS501 PERFORATED METAL GATE KEEPER - MOUNTAIN STATES FENCE PART #6715 OR EQUAL - SHEET INSTALL AS DIRECTED BY MFR SO CLASP MECHANISM FUNCTIONS 4" SLOPED PRECAST SMOOTHLY. 3 7/8" CONCRETE CAP W/ FENCE DRIP EDGES GATE FRAME POST 2" 4" X 4" X 3/16" TUBE STEEL 6"Ø X 24" CONCRETE FOOTING GATE POST, W/ CAPPED GATE RAIL, ABOVE END, GALVANIZED STEEL PIPE - CAP 8" MASONRY TO MATCH HINGE AT GATE END, WELD & GRIND EXISTING DOUGOUT SMOOTH, PAINT D GATEIN POSITION OPEN D GATE KEEPER MASONRY TO MATCH EXISTING DOUGOUT 5" 6"Ø X 24" CONCRETE HSS4X4X3/16 STEEL TUBE REINFORCED CONCRETE FOOTING STEEL SQUARE TUBING @ 4" OC PAINTED WHERE EXPOSED, UNO FOUNDATION WALL, MAX, PAINTED W/ END CAPPED ARCHITECTURAL GRADE HEAVY DUTY BARREL HINGE FINISH WHERE EXPOSED LEVEL 01 WELDED TO GATE FRAME 100' - 0" HSS3X1 -1/2X1/4 STEEL TUBE, GATE HELD CLOSED GATE OPEN PAINTED WHEE EXPOSED, UNO CHAMFERED CONCRETE GATE, PAINTED FOUNDATION WALL GATEIN CLOSED POSITION D2 Elevation 5 C5 GATE KEEPER C6 GATE - JAMB - PLAN SCALE: 1/4" = 1'-0" SCALE: 1 : 6 A5/ AS501 SCALE: 3" = 1'-0" REV DATE DESCRIPTION 1 08.14.2019 ADDENDUM 01 AS501 A3 E3 AS501 32' - 8" CONCRETE MOW STRIP PER C CAULK PERIMETER OF SHEET METAL A1/AS501, TYP C GALVANIZED SCREW 6' - 0" - 6' VCBO NUMBER: 18850 CLIENT NUMBER: CAULK PERIMETER OF SHEET METAL DATE: 2019.07.03 A3 CONCRETE FOOTING BELOW 1/4" GALVANIZED SHEET METAL AS501 4' - 0" 4' - 0" EXISTING LOUVER TO REMAIN 8" - 14' E2 AS501 ROCKWOOL INSULATION TO FILL CAVITY CONCRETE PAD W/#5 BAR @ 1/4" GALVANIZED SHEET METAL A3 D2 AS501 12" O.C. EACH WAY, SEE E0.1 SECTION -GENERATOR PAD AS501 GENERATOR AREA 6" GRAVEL BED (SHADED AREA) WALL SURFACE 0" - 24' AROUND PERIMETER OF GENERATOR PAD EXTENDING TO CONCRETE FOUNDATION WALL AS501 E6 SLOPE / 1/4" 12" A3 AS501 A3 A2 AS501 AS501 3/4" 8" INTEGRAL COLOR CMU WALLS W/ #4 BARS @ 32" OC GARBAGE VERT. & #4 BARS @ 48" OC DUMPSTER AREA 10' - 0" - 10' HORZ. IN GROUTED CELLS. SLOPE / 1/4" 12" 6" CONCRETE SLAB OVER JOINT REINF. @ 16" OC COMPACTED ROAD BASE 18' - 8" 8" 12' - 0" 3 1/2" 3 2' - 0" CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER ALIGNED W/ CMU 0" - 4' ALIGNED W/ CMU 3/4" 8" CHAMFERED CONCRETE C6 FOUNDATION WALL B B AS501 PLAN 6" CONCRETE APRON OVER A5 COMPACTED ROAD BASE H T 6' - 0" - 6' R 1 O AS501 N B1 FOUNDATION - REVEAL B3 LOUVER INFILL DETAIL SCALE: 6" = 1'-0" SCALE: 1 1/2" = 1'-0" 32' - 8" BID ALTERNATES 4" SLOPED PRECAST CONCRETE CAP W/ DRIP EDGES 1. BASE BID - FULL ENCLOSURE 4" 3" T.O. CMU T.O. CMU 4" 3" 2. REMOVE ENCLOSURE GATES FROM BID. ELEV. 110' -0" UNO 1" ELEV. 110' -0" UNO 1" 8" CMU WALL W/ #5 BAR @ 24" OC VERTICALLY & (2) #4 BARS @ 48" 3. REMOVE GARBAGE PORTION OF ENCLOSURE ALONG WITH ALL ENCLOSURE GATES. NOTES: OC HORIZONTALLY & AT TOP & 1. WELD & GRIND SMOOTH BOTTOM IN GROUTED CELL, JOINT LINE OF BUILDING ALL CONNECTIONS. REINFORCING @ 16" OC 2. CAP ALL EXPOSED OPEN WELD & GRIND SMOOTH, 3" 1' - 6" 1 1/2" X 1 1/2" X 1/4" 1" X 1" STEEL SQUARE PERFORATED SHEET TUBE ENDS W/ STEEL PLATE X 1 1/2" X 1/4" TUBE STEEL 8" CMU WALL W/ #5 BAR @ 24" OC TUBE STEEL GATE TUBING, @ 4" OC METAL BACKING LINE OF FOUNDATION VERTICALLY & (2) #4 BARS @ 48" #5 DOWEL @ 32" OC 48" DIAMETER GATE FRAME, GALVANIZED LAP BRACE, GALVANIZED MAX., GALVANIZED 1/2" MINERAL FIBER EXPANSION OC HORIZONTALLY & AT TOP & B1 BOTTOM IN GROUTED CELL, JOINT 4" SLOPED PRECAST JOINT MATERIAL TYP SEE PLAN SEE PLAN REINFORCING @ 16" OC A1 CONCRETE CAP AS501 4" - 1' CONCRETE MOW STRIP TYP @ ALL 1/2" EXPANSION JOINT, TYP AS501 SOD BUILDING CONDITIONS 6" CONCRETE SLAB OVER 6" #5 DOWEL @ 32" OC 48" DIAMETER 4" X 4" X 3/16" TUBE STEEL GRAVEL BASE LAP CONCRETE MOW STRIP GATE POST, W/ CAPPED END, GALVANIZED 8" REINFORCED CONCRETE STEM 1/2" EXPANSION JOINT, TYP COMPACTED GRAVEL BASE 6" WALL W/ HORIZONTAL (3 PER LEAF) HINGE & U.N.O. REINFORCING OF (2) #5 BARS @ POST ATTACHMENT 1' - 4" - 1' FIELD VERIFY FIELD BRACKET T.O. FOUNDATION TOP & BOTTOM & #5 BARS AT 12" T.O. FOUNDATION OC VERTICAL 8" REINFORCED CONCRETE STEM CMU WALL AS A ELEV. 100' -0" ELEV. 100' -0" WALL W/ HORIZONTAL NOTED ABOVE A 6" CONCRETE SLAB OVER 6" REINFORCING OF (2) #5 BARS @ GRAVEL BASE, SLAB IS TO BE TOP & BOTTOM & #5 BARS AT 12" 2' - 0" - 2' REMOVED WHERE GENERATOR 0" - 2' OC VERTICAL PAD IS LOCATED & ITS PERIMETER 6" CONCRETE SLAB T.O.
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