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ADDENDUM NO. 4 - Indianapolis International Airport

1. ANY PAVEMENT DAMAGED SHALL BE REMOVED AND REPLACED TO THE OWNER S SATISFACTION AT THE AREE CONTRACTOR S EXPENSE 77 SOUTH SERVICE ROAD x CONTRACTOR S STAGING AOC EOC AREA AND FIELD OFFICE 10 EMERGENCIES OR ACCIDENTS ON THE WORK SITE SHALL BE REPORTED IMMEDIATELY TO AIRPORT DISPATCH BY CALLING 317 487 5089 OR 911 7 Ci 5 lt NENNEN C U 17 J U i 1 0 0 0 DG 7d 0 0 0 Dd D C A pm ES p e i ME VN MAP NUMBER 180415 0100 FLOOD ZONE LIMITS x x EFFECTIVE DATE MARCH 16 gt 4 E 1981 i 4 n 99 x Vig a MAIL CARGO KS gi S
2. TAXIWAY D N f N B 14 THE CONTRACTOR SHALL PROVIDE ESCORTS AND CREW GUARDS AS DIRECTED BY THE AIRPORT WHEN WORK PROGRESSES BEYOND THE SECURITY FENCE RP ue m ces j 15 NO EQUIPMENT OR VEHICLES SHALL BE LEFT OVERNIGHT OR UNATTENDED INSIDE OF THE AOA FENCE 16 EMERGENCY VEHICLES SHALL HAVE THE RIGHT OF WAY AT ALL TIMES AT LEAST ONE 12 FT WIDE LANE OF 2 MIDFIELD SERVICE ROAD SHALL BE OPEN AT ALL TIMES FOXTROT LANE MAY NOT BE BLOCKED FOR ANY REASON ann NO PARKED VEHICLES SHALL BE ALLOWED WITHIN 50 FT OF THE INTERSECTION OF MIDFIELD SERVICE ROAD AND FOXTROT LANE EN E T ff Is FED EX 17 AT HIS HER DISCRETION THE CONTRACTOR MAY PROVIDE A FULL TIME GATE GUARD AT THE AOA GATE OR LOCK THE AOA GATE BEHIND ITS WORK CREW ay em SOUTH PERIMETER ROAD upm i a FE REPRODUCTION WARNING THIS DOCUMENT CONTAINS SENSITIVE SECURITY DOCUMENTATION THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A E CONFIDENTIAL MANNER TO PREVENT COMPROMISING CIVIL AVIATION SECURITY UNAUTHORIZED DUPLICATION OR RELEASE MAY RESULT IN
3. COL WEIR MEMORIAL DRIVE Nf GRAPHIC SCALE FEET 0 25 50 100 W 6 W W Sj W W LEGEND 69 45 gt 5 gee DESCRIPTION EXISTING PROPOSED m 70 77 uda UE 7 CONSTRUCTION LIMIT B AGGREGATE PLATFORM LIMITS FIZ S HI SURVEY CONTROL MONUMENT 9 GAS UNE ee A Mp P 22 GASLINE sd Z S 771 EN NE EE EH NN NN NEM SRO MOORS OS nS eo Ds mm EN d vins duo ue NS n pucr ve ri RN ee J SANITARY SEWER AND MANHOLE 1 T x STORM SEWER AND MANHOLE eo st i EE 0 D WATERLINE _ A I 3 QUEE Al EXISTING GRAVEL STOCKPILE gt i NOT PART OF THIS PROJECT E 470 zal i I v op l go E M THIS PLAN 15 FOR REFERENCE ONLY THE PLAN SHOWS THE FIELD CONDITIONS 2 THAT WILL EXIST WHEN THE CONTRACTOR FOR THE BELLY CARGO GSE i MAINTENANCE BUILDING GRADING PROJECT
4. 1 6 10810 TOILET ACCESSORIBS 2 irren rte torte HER Hen 1 6 DIVISION 11 EQUIPMENT 11160 LOADING DOCK 1 10 DIVISION 13 SPECIAL CONSTRUCTION 13129 PRE ENGINEERED BUILDINGS eee enne 1 24 REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 TC 2 DIVISION 15 MECHANICAL 15010 GENERAL MECHANICAL REQUIREMENTS 15050 BASIC MECHANICAL MATERIALS AND METHOD 15100 VALVES ien RR re tere Ege aae sx e 15120 PIPING S PECIAL TIES 15140 SUPPORTS AND eere 15170 MOTORS tiet seriei 15190 MECHANICAL eren 15242 VIBRATION ISOLATION eerte nennen nennen 15260 PIPING INSULATION 15290 DUCTWORK INSULATION isep ia 15400 PLUMBING 15458 ELECTRIC DOMESTIC WATER 15485 NATURAL GAS SYSTEMS
5. REMOTE ELECTRIC AN UTILITY METER TO ELEC 512 TO METERING CABINET IN ELEC 512 RGS UNDERGROUND DUCTBANK CONDUCTORS BY UTILITY 2x4 C MV CONDUCTORS BY UTILITY REFER TO CIVIL DRAWINGS FOR DUCTBANK AND MANHOLE INFORMATION CONCRETE ENCASE SERVICE ENTRANCE CONDUIT CONDUCTORS PER ONE LINE 222 2222 ZR DIAGRAM DRAWING E102 PAD MOUNT TRANSFORMER 1 HANDHOLE TYPE 2 1 UNDERGROUND DUCTBANK 2x4 C MV CONDUCTORS BY UTILITY REFER TO CIVIL DRAWINGS FOR DUCTBANK AND MANHOLE INFORMATION GRAPHIC SCALE FEET VY REPRODUCTION WARNING THIS DOCUMENT CONTAINS SENSITIVE SECURITY DOCUMENTATION THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING CIVIL AVIATION SECURITY UNAUTHORIZED DUPLICATION OR RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION FOR U S GOVERNMENT AGENCIES PUBLIC AVAILABILITY TO BE DETERMINED UNDER 49 U S C 114 RETURN TO IAA AFTER USE 11 16 09 SHEET REISSUED PER ADDENDUM NO 4 2 22 21 Indianapolis Airport Authority AIRPORT SCALE INDIANAPOLIS INTERNATIONAL AIRPORT AS SHOWN PROJECT DATE BELLY CARGO GSE MAINTENANCE BUILDING 11 16 09 1 09 033 SHEET TITLE ELECTRICAL SITE PLAN PLANS PREPARED BY DESIGNED DRAWN CHECKED APPROVED RW ARMSTRONG TEH RSS JJW JSB Project Numbar FROJECT NAME PROJECT LOCA
6. 6 5 x Fineneee na Eraser Oa dca Goma 4 Time TT X far scope Faut Vien minuten Ir oic kban AC um 1 Coen X ethos M fh Cipit Sgb Compreseive Strength uc 1Day S3 Dy 24 min b 3 Day 3 Day ens e CEA 9 77 m gus Jos Cieslik Quullty Contra Suparysor
7. ME DESIGNED DRAWN CHECKED APPROVED ud i in WATR PNPF P Airports Clients IAA Indianapolis 20094320 IAA Belly Cargo GSE Facility Drawings Production Plans Package 2 Site Development Building Addendum No 4MAI2 BCGF PLAN PNPF WATR dwg November 12 2009 5 15 15 PM cmabus File Name Modified By 788 784 780 776 772 768 764 760 123 123 124 125 INSTALL FIRE HYDRANT 126 STA 125 22 53 476 32 LT LINE FTW2 P I STA 123 94 17 53 416 50 LT LINE FTW2 2 6 45 BENDS TYPICAL FS STA 125 22 53 416 50 LT LINE FTW2 INSTALL 6 x 6 x 6 TEE FS 127 128 129 INSTALL 2 GATE VALVE TYPICAL INSTALL FIRE HYDRANT STA 127 61 18 476 32 LT LINE FTW2 INSTALL 6 GATE VALVE TYPICAL FS STA 127 61 18 416 50 LT LINE FTW2 2 INSTALL 2 VALVE TYPICAL 4 SANITARY SEWER 762 30 124 125 4 SANITARY SEWER INV 762 27 126 N PROPOSED GRADE TYPICAL EXISTING GRADE TYPICAL 3 1 ELECTRICAL 27 126 LFT OF 6 PVC CONDUITS 239 LFT OF 6 PVC 90 LFT OF 6 PVC FIRE SERVICE LINE FIRE SERVICE LINE FIRE SERVICE LINE SP 2 45 HORIZONTAL i BENDS 766 87 6 x6 x6 TEE 6 x6 x6 TEE INV 766 87 INV 767 92 2 WATER LINE 12 PVC ROOF DRA
8. 09 033 in Conference Room 3 at the Program Office 2349 Aviation Drive Indianapolis Indiana 46241 on Tuesday November 24 2009 at 10 00 a m local time All bids will be opened at a public meeting and read aloud Any bids received after the designated time will be returned unopened Bids are desired as set forth in the Instructions to Bidders which is part of the specifications General Provision GP 70 11 Insurance Insurance Liability Delete Insert Bullet labeled Statutory Workers Compensation and Employers Liability Revised bullet as follows Statutory Workers Compensation and Employers Liability The coverage will provide employers liability insurance with limits of not less than the following Bodily Injury by Accident 1 000 000 Each Accident Bodily Injury by Disease 1 000 000 Each Employee Bodily Injury by Disease 1 000 000 Policy Limit Workers compensation insurance will provide a waiver of subrogation in favor of Indianapolis Airport Authority and their respective officers directors employees and agents Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 4 of 22 Special Provision SP 25 Water Valve Meter Vault Delete SP 25 issued with bid documents Insert Revised SP 25 as follows The water valve meter vault shall be installed as shown on the plans The vault shall be as detailed on Sheet C305 of the plans and shall incl
9. REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04210 1 B Storage Store concrete masonry units off ground Cover stockpiles with waterproof membranes so that units will be dry when used Temporarily anchor membranes in place so that they are not pulled or blown off Do not allow membranes or anchorage thereof to restrict air circulation around stockpiles 1 07 SAMPLE PANEL A Prior to erection of concrete masonry walls site construct a 4 x 4 sample wall panel in Owner approved location at the project site Sample panel shall demonstrate typical finished wall characteristics including reinforcing joint treatments bond design mortar quality and the like Once approved by Owner and Engineer panel shall serve as the standard of quality and workmanship for all other masonry work on the project and actual walls not equaling or exceeding such quality and workmanship will be adjudged defective work and may be rejected at the Engineer s option Do not proceed with erection of any other masonry work until sample panel has been approved by the
10. 3 Wood Craft 4 Husers Laminates amp Custom Woodworking Section 16130 Raceway and Boxes for Electrical Systems Delete Paragraph 3 1 B 1 Insert Revised Paragraph 3 1 B 1 as follows Exposed for locations below 12 0 above finished floor are considered subject to severe physical damage RGS Delete Paragraph 3 1 B 2 Insert Revised Paragraph 3 1 B 2 as follows Exposed for locations above 12 0 above finished floor are not considered subject to severe physical damage EMT Delete Paragraph 3 1 B 3 and subparagraphs Insert Revised Paragraph 3 1 B 3 as follows Exposed in Mechanical Areas RGS Section 17139 Cable Trays Insert New Section 17139 dated 11 16 09 attached Section 17710 Telephone System Delete Section 17710 Telephone System dated 10 30 09 issued as part of Addendum No 1 Insert Revised Section 17710 Telephone System attached Section 17742 Structured Cabling Systems Delete Paragraph 2 1 A 2 Fiber Optic Insert Revised Paragraph 2 1 A 2 as follows Delete Insert 2 Fiber Optic AMP Avaya Belden Berk Tek CommScope Corning OCC M ohawk CDT NORDX CDT Panduit Siecor Superior Essex Paragraph 2 2 D 1 Coaxial Cable Revised Paragraph 2 2 D 1 as follows Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 6 of 22 1 General Coaxial cables shall be plenum rated All coaxial
11. Modified By FIRE HYDRANT TO BE PAINTED PER LOCAL Mele It tl 24 METER BOX PUMPER NOZZLE m OPERATIONS STANDARDS 12 MIN ABOVE I FINISHED GRADE a 2 2 1 2 HOSE NOZZLES 6 GATE VALVE CONCRETE COLLAR M IN TURF Ap FINISHED GRADE T EE i DE ir ELE VARIES AS DEFINED BY DEPTH OF COVER REQUIREMENT TABLE IN IDEM BLOCK 1 2 CUBIC YARD OF CRUSHED STONE 27 ANCHOR SOSZOSOSX CY COUPLING 1 YEN OE Ste lt CONCRETE SUPPORT BLOCK 2 LENGTH VARIES NO BENDS PREFERRED SECTION FIRE HYDRANT DETAILS NOT TO SCALE THRUST BLOCK DETAILS FITTING TOTAL POUNDS TOTAL BEARING THRUST BLOCK THRUST AREA SF HEIGHT FT WIDTH FT ANCHOR COUPLING STANDARD TEE HYDRANT 6 GATE VALVE INSTALLATION PERPENDICULAR TO MAIN NOT TO SCALE CAST IRON VALVE BOX LID 1 4 WIDE x 1 8 DEEP GROOVES PLASTIC SHEETING DRAPED X OVER TOP OF GRAVEL DRAIN BED TO THE HYDRANT WEEP z HOLES 4 2 STORZ FIRE DEPARTMENT CONNECTION a FINISHED GRADE UNDISTURBED EARTH TYPICAL 2 WATER LINE N METER DETAIL TER NOT TO SCALE 2 TO BUILDING WAL
12. dated 11 16 09 attached Removed Detail B ITEM NO 5 BIDDER QUESTIONS Question 36 Answer 36 Question 37 Answer 37 Question 38 Answer 38 Question 39 Answer 39 Question 40 Answer 40 Question 41 Answer 41 Question 42 Answer 42 Please confirm that a self propelled truck type vacuum sweeper must be on site at all times Confirmed Please confirm that all open trenches are to be flagged and lighted at night Open trenches within Runway Safety Areas and Taxiway Safety Areas must be flagged and lighted at night See plan sheet G106 15 the Engineers field office and furniture per Item M 101 required for this project Yes Is the work shown for the Upgrades to the East SIDA Guardhouse Project B 1 1 to be included in our bid for the Belly Cargo GSE Maintenance Building Yes see Pre Bid Meeting Summary contained in Addendum No 1 Please confirm that all soils under pavement are to be lime stabilized per INDOT Specification 215 by this project See Special Provision SP 27 Technical Specification Section 06410 lists 5 approved fabricators that are located in Florida Can some local fabricators be added to this list See No 2 Specifications Volume 2 of 2 Technical Provisions in this addendum Please confirm whether or not a P E stamped structural engineering analysis is required for the sectional doors and overhead coiling grills No not required Questi
13. by a testing agency acceptable to authorities having jurisdiction and marked for intended use Comply with NEMA VE 1 Metal Cable Tray Systems if cable tray types specified are defined in the standard Comply with NFPA 70 Testing Laboratory Services Required as specified in Section 01400 Quality Control and Testing Laboratory Services and herein COORDINATION Coordinate layout and installation of cable trays and suspension system with other construction that penetrates ceilings or is supported by them including light fixtures HV AC equipment fire suppression system and partition assemblies Revise locations and elevations from those indicated as required to suit field conditions and as approved by Engineer PART 2 PRODUCTS 2 6 A MANUFACTURERS Available Manufacturers Subject to compliance with requirements manufacturers offering products that may be incorporated into the Work include but are not limited to the following B Line Systems Inc MPHusky P W Industries Inc Thomas amp Betts Corporation Ton dr REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA
14. 16 09 17710 7 3 6 CLEANING A Remove all unnecessary tools and equipment unused materials packing materials and debris from each area where work has been completed unless designated for storage 3 7 ACCEPTANCE A After Performance Testing is complete review tabulated records with the IAA 1 Contractor will not be responsible for failures caused by a Outage of main power in excess of backup power capability provided that automatic initiation of all backup sources was accomplished and automatic shutdowns and restarts of systems performed as specified b Failure of any IAA furnished power communications and control circuits provided failure not due to Contractor furnished equipment installation or software e Failure of existing IAA equipment provided failure not due to Contractor furnished equipment installation or software 2 When performance of system does not fall within the above parameters determine cause of deficiencies correct and retest The Project shall be considered complete when a As Built documentation is submitted and approved by b Installation has been inspected and approved by IAA documentation is submitted as described in section d testing is successfully completed e training is completed END OF SECTION 17710 REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be main
15. 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17710 4 The proposed communications system must be able to support a mix of analog digital and IP communications devices The Digital Sets are multi line sets with a hold button up to 24 keys programmable as lines or features The set is to be a full duplex speakerphone with two way communications and will Caller ID display The analog sets are analog 2500 set type devices single and multi line phones shall be manufactured in accordance with FCC hearing aid compatibility technical standards contained in Section 68 316 and Telecommunications Act of 1996 General telephone requirements 1 Modular construction at the wall modular jack and at the set modular station cable handset cord Analog telephone set 1 If used are to be specified by building tenants and shall be owner provided Digital Handset 1 If used are to be specified by building tenants and shall be owner provided Voice over IP VoIP Handset 1 If used are to be specified by building tenants and shall be owner provided Voicemail System Requirements 1 The existing voicemail system in the Midfield Terminal shall be utilized 2 The existing ACD system in the Midfield Terminal shall be utilized Provide ACD licenses and programming for lines added System Diagnostics 1 The PBX shall continually run diagnostics on the entire system and shall report any err
16. 75 max 0 28 CO2 A 37 22185 Limastona 5 0 max 4 17 3 day 12 0 mih 38 9 7 10 0 min 42 8 of 28 0 4 amp 7 L mastene 76 min B5 Potentia Vicat Set Time minutes cs NL A 69 45imin 116 19 Final 375 220 19 2 1 0 Net Applicable Whan is more than 8 We that the abovesdesaribed cement st tha time af shipment meets the chemleat and physical requirements of the current applicable speolfieatton ASTM C 150 and current specifications We are not responsible for Improper use or workmanship Date 4112 2007 R C DANIEL Quality Gontro Supervisor 6 4 07 Lehigh Cement Company Mill Test Certificate Report T ASTM Test Period February 2007 Certification f E g eserbeg s ihe line of shipment chenuc i ac of due coinent v xenon ter AST C 150 dor type us wox sz AASHTO MBS Tor typed Vite ose not cos penssole Tor moraper use enworkmansmip General Information Seurce Location Lehigh Cement Company Mitchell Indiana Supplier Lehigh Cement Company Box 97 IN 47445 812 8490 219 Contact Joe Cieglik Quality Contro Supervisor Data on ASTM Standard Requirements Hem ru X 45 pm iHa 525
17. AND CONDUIT S a deett mete nde 1 10 U T00 WATER SY STEM initiiert Ee ert aer te e Ete ttt teal 1 26 U 200 SANITARY SEWER 5 5 1 30 DIVISION 02 SITE 02920 LAWNS 1 14 02930 EXTERIOR PEAN TS tee ette Lh Rete 1 18 DIVISION 03 CONCRETE 03300 CAST IN PLACE ent rennen nne 1 20 03450 PLANT PRECAST ARCHITECTURAL 1 6 DIVISION 04 MASONRY 04100 MORTA R citri erue tote tete i te eei te tee aee Ce ee PD 1 4 04150 MASONRY REINFORCEMENT AND 1 2 04210 CONCRETE MASON RY n eet ete pee ee bebe b Pee 1 6 DIVISION 05 METALS 05500 METAL FABRICATIONS 1 8 DIVISION 06 WOOD PLASTICS AND COMPOSITES 06100 ROUGH CARPENTRY 1 4 06410 INTERIOR ARCHITECTURAL WOODWORK ener 1 8 REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to I
18. Answer 83 Question 84 Answer 84 Question 85 Answer 85 Question 86 Answer 86 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 17 of 22 11160 2 00 A Specifies a KS 7 restraint but should also state the restraint should be a recesses style restraint integrated into a 44 high free standing frame if it is to coordinate with architectural details provided in the drawings Confirm PowerHook type restraint is required Omit Box Form in Item C 1 of same section Restraint to be a recessed style into a 44 high free standing frame Power Hook type restraint is required 11160 2 04 B Single Source Hydraulics is the description of the Leveler and restraint not Centrapower Building layout would not permit economical layout of CentaPower system Instead each leveler and restraint shall be controlled by a single power unit rather than multiple power sources Please confirm Yes provide Single Source Hydraulics for the leveler and restraint 11160 2 05 B 1 Thickness should be 6 to protect lip from damage on this capacity of leveler Yes 11160 2 06 A D Is this light powered and controlled from Master panel No 11160 2 07 A D Are these lights powered and controlled from Master panel Yes 11160 1 04 C 1 Requires wheel chocks These would be used when engagement to the ICC bar is restricted or not possible Please provide a specifi
19. CIVIL PENALTY INTERSTATE 70 OR OTHER ACTION FOR U S GOVERNMENT AGENCIES PUBLIC AVAILABILITY TO BE DETERMINED UNDER 49 U S C 114 RETURN TO IAA AFTER USE 3 b 4 T 1 11 16 09 SHEET ISSUED PER ADDENDUM NO 4 CDM SCL o C NO DATE REVISIONS BY APPR DETAILED SAFETY NOTES 1 THIS SAFETY AND PHASING PLAN SHEET APPLIES ONLY TO THE WORK TO BE Indianapolis Airport Authority PERFORMED AT THE EAST SIDA GATE NC P LT AIRPORT SCALE E i A C TRAN INDIANAPOLIS INTERNATIONAL AIRPORT AS SHOWN a DEMOLITION INSULATION WINDOWS DOORS MECHANICAL ITEMS V v SN 72 DATE ELECTRICAL ITEMS ETC AT THE EAST SIDA GATE GUARDHOUSE i No BELLY CARGO GSE MAINTENANCE BUILDING 3 THE TOTAL CONTRACT TIME FOR THE WORK AT THE EAST SIDA GATE SHALL BE 14 VN i 10500105 i 1 09 033 CONSECUTIVE CALENDAR DAYS THIS CONTRACT TIME SHALL BE WITHIN THE NM t SHEET TITLE OVERALL 180 DAY CONTRACT TIME FOR THE ENTIRE PROJECT SAFETY AND PHASING PLAN UR EAST SIDA GATE G 1 0 5A lt gt gt A PLANS PREPARED BY DESIGNED DRAWN CHECKED APPROVED 2 SA i RW ARMSTRONG BAN AEC BAN SCL GRAD P Airports Clients IAA Indianapolis 20094320 IAA Belly Cargo GSE Facility Drawings Production Plans Package 2 Site Development Building Addendum No 4 IAIN BCGF PLAN GRAD dwg November 12 2009 4 09 50 PM cmabus File Name Modified By PROJECT NORTH
20. Cement cements and lime used Cement Limes B Portland Cement Used in exterior wall construction shall be weatherproof type C Pointing Mortar For Interior Use Proportioned by volume and 1 part white Portland Cement 1 8 part lime and 2 parts fine graded 80 mesh white sand to which aluminum tristearate ammonium stearate or calcium stearate is added in amount equal to 396 of weight of cement D Pointing Mortar For Exterior Use Type N mortar to which ammonium stearate or calcium stearate 15 added in an amount equal to 246 of cement PRE MIXED PRODUCTS In lieu of the mortar mixes listed for types S or Type N Mortars a bagged pre mix such as Spec Mix by the Spec Mix Corporation or approved equal may be used The Pre Mixed product to be mixed in accordance to all of the latest ASTM C 270 requirements Certification of batch mix materials of the pre mixed products shall be required as to conformance to ASTM C 270 Requirements READY MIX MORTAR REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04100 2 A controlled ready mix
21. Owner 1 08 COORDINATION A Consult with trades responsible for doors windows equipment and similar work dependent upon proper and timely concrete masonry work to ascertain requirements of those trades and to coordinate work sequences for erection of concrete masonry walls around such work in manners to ensure that no delay in project progress will result PART 2 PRODUCTS 2 01 CONCRETE MASONRY DESCRIPTION A General Manufactured from sand gravel crushed gravel crushed stone or a combination thereof conforming to ASTM C 33 Units 1 Above Grade Lightweight concrete units 8 width conforming to ASTM C 90 Grade N Type I Split Faced and Smooth see elevations a Meet UL Fire Rating of 1 hour and 2 hour where indicated on drawings size as required b Admixture Provide all exterior block with an integral liquid polymer water repellent system 1 Dry Block by Forrer Chemical Wisconsin c Color Provide exposed exterior and interior CMU with an integral powder based color admixture as recommended by block manufacturer Color to match building precast Contractor to submit samples for approval before construction Curing Units cured by same method and stored under cover at plant REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Un
22. SHALL STAY WITHIN THE DESIGNATED CONSTRUCTION LIMITS gu z THE STAGING AREA OR HAUL ROUTES UNLESS OTHERWISE APPROVED BY THE ENGINEER SS m E a D fal Serge ddl lt P i oor Y 5 CONSTRUCTION EQUIPMENT SHALL BE LIMITED TO A MAXIMUM HEIGHT OF 60 FEET IF EQUIPMENT WITH A 5 HEIGHT GREATER THAN 60 FEET IS REQUIRED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE E F MINIMUM OF 48 HOURS IN ADVANCE SO THAT THE APPROPRIATE NOTAMS CAN BE ISSUED ALL NOTAMS WILL BE ISSUED BY THE IAA db ado LA i qu MIDFIELD TERMINAL APRON 7 f 6 CONSTRUCTION EQUIPMENT OR MATERIAL SHALL BE STOCKPILED WITHIN 160 FEET OF AN ACTIVE TAXIWAY CENTERLINE OR 400 FEET OF AN ACTIVE RUNWAY CENTERLINE 7 E a 5 aJ _ 7 MAINTENANCE OF TRAFFIC DEVICES SHALL BE INSTALLED PRIOR BEGINNING CONSTRUCTION J E z i J 5 8 THE CONTRACTOR SHALL MAN AND MAINTAIN VACUUM TRUCKS KEEP THE PAVEMENTS CLEAR OF DEBRIS 2 W 9 2 ty x cc EXISTING GRAVEL AOA GATE STOCKPILES CG 11 THE CONTRACTOR SHALL NOTE THAT OTHER CONTRACTORS WILL WORKING IN THE VICINITY AND MAY a X X X X WIDFIELD SERVI p A REQUIRE ACCESS TO THEIR WORK AREAS COORDINATION B
23. a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04100 4 SECTION 04150 MASONRY REINFORCEMENT AND ACCESSORIES PART 1 GENERAL 101 SPECIAL REQUIREMENTS A Work specified in this section shall conform to provisions of the Contract Documents included or referred to or both in the Project Manual 102 WORK INCLUDED A Where indicated on drawings or as required or both provide Masonry Reinforcing items as specified below 1 03 RELATED WORK SPECIFIED ELSEWHERE A Section 04210 Concrete Masonry 1 04 REQUIREMENTS OF REGULATORY AGENCIES A Masonry reinforcement and accessories and installation thereof shall meet or exceed requirements of applicable State and local building codes 1 05 SAMPLES A Submit product literature of masonry reinforcement and accessory items to the Engineer for approval PART 2 PRODUCTS 2 0 MATERIALS A Truss Reinforcement Standard truss as manufactured by Dur O Wal Inc or approved equal 9 gauge deformed side rods and 9 gauge truss rods welded to side rods at approximately 16 on centers B Rods ASTM A 82 mill galvanized in accordance with ASTM A 116 Class 1 widths approximately 2 less than nominal wall thickness C Bars AS
24. acceptable if insulated Question 96 Answer 96 Question 97 Answer 97 Question 98 Answer 98 Question 99 Answer 99 Question 100 Answer 100 Question 101 Answer 101 Question 102 Answer 102 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 19 of 22 In Section 08340 High Speed Rolling Doors line items 1 02 2 and 2 05 2 indicates that a web based access control system is included in this specification section Is this correct is the door supplier to supply this system and if so can you please provide more detail on what it is No do not supply web based access control system In Section 08340 High Speed Rolling Doors line item 2 02 D calls for a completely enclosed barrel and operator cover on the doors These are interior doors which negates the need for covers in most cases Are barrel and operator covers required on these doors Yes In Section 08340 High Speed Rolling Doors line item 2 052 C 1 b calls for a hand operated lockable blade type electrical disconnect to be provided with the doors Does this disconnect need to be integrated into the door control panel as one unit mounted on the door control panel or can it be a separate stand alone unit Provide as separate standalone unit In Section 08340 High Speed Rolling Doors there are several references to components that will wo
25. and other conditions affecting performance Proceed with installation only after unsatisfactory conditions have been corrected REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17139 3 3 11 CABLE TRAY INSTALLATION Remove burrs and sharp edges from cable trays Fasten cable tray supports securely to building structure as specified in Division 16 Section Basic Electrical Materials and Methods unless otherwise indicated 1 Locate and install supports according to NEMA VE 1 Make connections to equipment with flanged fittings fastened to cable tray and to equipment Support cable tray independently of fittings Do not carry weight of cable tray on equipment enclosure Install expansion connectors where cable tray crosses building expansion joint and in cable tray runs that exceed 90 feet Space connectors and set gaps according to NEMA VE 1 Make changes in direction and elevation using standard fittings Make cable tray connections using standard fittings Locate cable tray above piping unless accessibility to cable tray is requir
26. cable shall be 75 ohm type RG 6 with an 18 AWG solid copper center conductor Foam FEP dielectric and a copper braided shield providing at least 85 coverage unless otherwise noted The outer jacket shall be UV rated when installed outdoors with exposure to sunlight Connectors for this cable shall be of the type approved by the connector manufacturer for this particular cable and shall not be of the screw on variety The tool utilized to crimp on the connector shall be of the type approved by the connector manufacturer ITEM NO 3 PLAN SHEETS BASE BID PLAN SHEET G105A SAFETY AND PHASING PLAN EAST SIDA GATE Insert PLAN SHEET G107 SITE WORK SCHEDULE OF VALUES Delete Insert Delete Insert Delete Insert New Plan Sheet G105A dated 11 16 09 attached Item No Item No Item No Item No Item No Item No 11 Qty column delete 115 11 Qty column add 160 12 Qty column delete 40 12 Qty column add 60 18 Qty column delete 90 13 Qty column add 725 Delete Insert Delete Insert Delete Insert Delete Insert Delete Insert Insert Item No 77 Item No Item No Item No Item No Item No Item No Item No Item No Item No Item No 14 Qty 14 Qty 15 Qty 15 Qty 16 Qty 16 Qty 24 Qty 24 Qty 26 Qty 26 Qty column delete 2
27. interlocks be required and will they be wired in Division 8 or 11 The General Contractor coordinates all trades 08313 2 01 Is expanded polystyrene insulation acceptable with an value of 10 25 providing the door is still of composite type construction Yes Drawing E 202 States that the Disconnects and all wiring from the disconnects to the equipment are by Division 11 Will this language be added to Spec 11160 The General Contractor coordinates all trades Technical specification 11160 will not be revised 11160 1 08 15 the Equipment contractor to include these four PM s in the base bid Or simply propose it for execution by owner after occupying facility Include in Base Bid 11160 2 02 E The specification calls out an 80K ramp with a 3 8 deck plate then under 202E calls for a 12 lip plate which is extremely light for this capacity A 1 thick lip plate would be typical to comply with the Specified Rated Capacity Please advise Provide a 1 thick lip plate 11160 2 02 F 4a The lip should be 18 in lieu of 16 to provide adequate lip purchase beyond the recommended bumper projections Provide 18 lip 11160 2 02 A Barrier Lip option can be added to prevent accidental run off of the fork truck from the dock in both the level and below dock end load position The specification does not mention this Is this option required Provide a Barrier Lip Model BL 2 Power Systems Inc Se
28. of 18 East and west junction boxes should have 12 Cat 6 cables each SS404A has been revised See ltem No 4 Plan Sheets Additive Bid in this addendum 404 shows the new PBX in the rack All phones are in dashed lines Is the head end equipment the intended sow and the remaining components to be provided by others at a later date Yes head end equipment is in this contract s scope of work Components shown in dashed lines shall be provided by others RW Armstrong amp Assoc Inc Todd A Schultheis P E Vice President P Airports Clients IAA Indianapolis 20094320 IAA Belly Cargo GSE Facility 7 0 Bid Phase Site Building Package 7 4 Addenda Questions Addendum No 4 Addendum 4 doc TECHNICAL PROVISIONS TABLE OF CONTENTS STANDARD TECHNICAL PROVISIONS Pages M 101 FIELD OFFICE AND LABORATORY eher 1 2 M 102 MAINTENANCE 1 2 M 103 CONSTRUCTION een nennen 1 2 M 105 MOBILIZATION DEMOBILIZATION eere eene 1 2 M 106 STATE OF INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS prsni 1 2 162 CHAIN LINK EENGCE ethernet et eee ra a A E a 1 6 P 156 TEMPORARY AIR AND WATER POLLUTION SOIL EROSION AND SILTATION CONTROL 2 ote et a a R 1 10 PST 02PAVEMENT REMONV AL indie p tee ee e deo pe Hee pe e ee 1 2 L 110 AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS
29. of the roof structure Which classification does the PEMB need to be design and price as Yes the openings in the wall windows and doors should be designed to withstand wind loads Sheet A111 shows a specific amount of roof penetrations 6 ea 12 x 12 x 164 curbs and 47 ea vent flashings 15 PEMB manufacturer to assume this is the correct total of roof penetrations If there ends up being more does the Owner pay for them Sheet A111 shows more than 6 roof penetrations total number of roof penetrations will be determined by the General Contractor and coordinated with other trades the Owner does not pay for other penetrations that are required by MEP trades The specifications call for the roof panels to be Silver Metallic SR by Kynar finish This is a custom color to most if not all PEMB mfg s Is this the color that must be provided Yes If the answer to 5 47 is yes then are the gutters and downspouts to be this same Silver Metallic SR color Or will they be selected from the mfg s standard colors Yes same color as roof panels Question 49 Answer 49 Question 50 Answer 50 Question 51 Answer 51 Question 52 Answer 52 Question 53 Answer 53 Question 54 Answer 54 Question 55 Answer 55 Question 56 Answer 56 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 13 of 22 Is the structural draw
30. 1 09 033 A IS COMPLETE 2 THE GRADING CONTRACTOR HAS PLACED AGGREGATE TO A COMPACTED THICKNESS OF 12 INCHES IN THE AREA SHOWN ON THE PLAN TO SERVE AS A oe Dy WORKING PLATFORM FOR THE BUILDING CONTRACTOR 1 09 003 B x E 3 ALL AGGREGATE SHALL BE REMOVED UNDER THIS CONTRACT PRIOR TO PAVING 3 M A OPERATIONS AGGREGATE SHALL BE DISPOSED OF OFFSITE ALL NECESSARY gt REPAIRS THE SUBGRADE SHALL THE RESPONSIBILITY OF THE BUILDING M rd CONTRACTOR 2 4 APPROXIMATE LOCATIONS OF KNOWN UTILITIES AND CABLES ARE SHOWN THE R BUILDING CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND SHALL 5 AN PROTECT ALL UTILITIES AND CABLES DURING CONSTRUCTION ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL REPAIRED AT THE CONTRACTOR S EXPENSE e 5 gu 1 SS ue gt Va ES 0 6 RESERVE yy 776 d ue ue 775 5 315 22 3 stem 775 De mM e 25
31. 20 WATER MAIN TO BE PERFORMED BY INDIANAPOLIS WATER COMPANY RIM ELEV 773 74 27 3 6 THICK CONCRETE PAD TO BE CONSTRUCTED SURROUNDING 2 AND 6 EXISTING STORM MANHOLE ISOLATION GATE VALVE CASTINGS SEE DETAILS RIM ELEV 771 95 4 EXCEPT WHERE NOTED 2 DOMESTIC WATER LINE TO BE INSTALLED AT SAME CENTERLINE ELEVATION AS 6 FIRE LINE 5 VERTICAL BENDS TO BE INSTALLED IN 6 PVC WATERLINE AS NECESSARY TO MEET MANUFACTURER S RECOMMENDATION 6 PIPING THAT CROSSES FOUNDATION SHALL BE EQUIPPED WITH RESTRAINS RODS AND THRUST BLOCKS FIRE SERVICE LINE AND DOMESTIC DOMESTIC WATERLINE RUN PARALLEL TYPICAL PROPOSED GRADE PROPOSED GRADE TYPICAL TYPICAL GRADE 5 SERVICE LINE TYPICAL APPROXIMATE REPRODUCTION WARNING LOCATION 776 THIS DOCUMENT CONTAINS SENSITIVE SECURITY DOCUMENTATION THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING CIVIL AVIATION SECURITY UNAUTHORIZED DUPLICATION OR RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION FOR U S GOVERNMENT AGENCIES PUBLIC AVAILABILITY TO BE DETERMINED UNDER 49 U S C 114 RETURN TO IAA AFTER USE ELECTRIC DUCT BANK AME 0 METER VAULT _ gt _ _ _ __ _ cn TOP ELEV 772 50 TELECOM DUCT BANK PVCWATER ics ELEV 771 34 LINE sg 772 i 2 11 16 09 SHEET REIS
32. 70 column add 0 column delete 110 column add 0 column delete 460 column add 0 column delete 135 column add 180 column delete 8 column add 5 New Item No 77 as follows Spec U 100 Description Post Indicator Valve 6 inch PLAN SHEET 111 EXISTING CONDITIONS PLAN Insert Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 7 of 22 Qty Unit 1 Ea New Plan Sheet C111A dated 11 16 09 attached PLAN SHEET C302 FIRE SERVICE LINE PLAN AND PROFILE LINE FS 1 Delete Insert Plan Sheet C302 issued 10 16 09 Plan Sheet C302 revised 11 16 09 attached Revised routing of fire service line PLAN SHEET C304 FIRE SERVICE LINE PLAN AND PROFILE LINE FS 4 Delete Insert Plan Sheet C304 issued 10 16 09 Plan Sheet C304 revised 11 16 09 attached Revised routing of fire service line deleted two valves Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 8 of 22 PLAN SHEET C305 WATERLINE DETAILS Delete Insert Plan Sheet C305 issued 10 16 09 Plan Sheet C305 revised 11 16 09 attached Revised meter vault to remove double check assembly fire department connection and post indicator valve revised Pump Connection and Fire Hydrant Details to add post ind
33. AA after use Revised Per Addendum No 4 Dated 11 16 09 TC 1 DIVISION 07 THERMAL AND MOISTURE PROTECTION 07215 BATTINSULEATION eese todo e ot teet tet e d tee 1 4 07840 EIRESTOPPING pierde eda iode oHG 1 10 07920 JOINT SEALANTS teret ee tette qc tete tren 1 10 DIVISION 08 OPENINGS 08110 STEEL DOORS AND FRAMES eren nene rennen 1 12 08313 SECTIONAL DOORS 2 tete Piet deret De ertet e PU e eerte eec 1 10 08332 OVERHEAD COILING GRILLES esee 1 8 08340 HIGH SPEED 8 1 6 08411 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 1 12 08710 DOOR HARDWARE dee r 1 18 08800 GLAZING series idiot ERR ett ere pe Pert 1 10 DIVISION 09 FINISHES 09110 NON LOAD BEARING WALL FRAMINQGQ cene 1 6 00250 GYPSUM BOARD eter eoe erre a eee eda 1 8 09512 ACOUSTICAL PANEL CEILINGS eese 1 8 09650 RESILIENT 1 6 09651 RESILIENT BASE AND ACCESSORIES eee 1 6 09900 PAINTING AND 1 8 DIVISION 10 SPECIALTIES 10140 SIGNAGE ete UR e se re i eee eet 1 6 10210 EOUWVERS uie erre ere Fei a a i et 1 6 10520 FIRE PROTECTION 5 85 1 4 10604 ARCHITECTURAL CHAIN LINK FENCES AND
34. ADDENDUM NO 4 November 16 2009 Indianapolis International Airport Indianapolis Indiana Belly Cargo GSE Maintenance Building IAA Project No 09 033 Contents Addendum No 4 Text Pages 1 through 22 Attachments Technical Provisions Table of Contents Section 04100 Mortar pages 1 4 Section 04150 Masonry Reinforcement and Accessories pages 1 2 Section 04210 Concrete Masonry pages 1 6 Section 17139 Cable Trays pages 1 6 Section 17710 Telephone System pages 1 8 Plan Sheets Base Bid G105A Safety and Phasing Plan East SIDA Gate dated 11 16 09 C111A Existing Conditions Plan dated 11 16 09 C302 Fire Service Line and Profile Line FS 1 dated 11 16 09 C304 Fire Service Line Plan and Profile Line FS 4 dated 11 16 09 C305 Waterline Details dated 11 16 09 E101 Electrical Site Plan dated 11 16 09 SS000 Security Legends and Abbreviations dated 11 16 09 55100 Security and Telecom Systems Floor Plan Area A dated 11 16 09 55101 Security and Telecom Systems Floor Plan Area B dated 11 16 09 55301 Security Enlarged Room 510 Layout dated 11 16 09 55401 Security Structured Cabling Block Diagram dated 11 16 09 SS608 Telecom Junction Box Details dated 11 16 09 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 2 of 22 Plan Sheets Additive Bid 55100 I T and Telecom Systems Flo
35. CESSIBLE 2 CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS AND SHALL HAVE A COMPRESSION STRENGTH OF 2 500 PSI AT 28 DAYS AIRPORT 3 THRUST BLOCKS SHALL BE POSITIONED TO COUNTERACT THE DIRECTION OF THE RESULTANT THRUST FORCE INDIANAPOLIS INTERNATIONAL AIRPORT AS SHOWN PROJECT DATE FITTINGS PRIOR TO POURING THE THRUST BLOCK 1 03 BELLY CARGO 4 BUILDING 11 16 09 WATERLINE DETAILS C3 0 5 PLANS PREPARED BY DESIGNED DRAWN CHECKED APPROVED RW ARMSTRONG MDW REA BAN SCL SHEET TITLE PLAN P Airports Clients IAA Indianapolis 20094320 IAA Belly Cargo GSE Facility Drawings Production Plans Package 2 Site Development Building Addendum No 4 E 101 dwg November 13 2009 11 20 28 AM ECarson File Name Modified By EXISTING ELECTRIC MANHOLE NO E 106 C1 LCP 4 PA S A SINGLE 1 POWER CONDUITS ES UNDERGROUND DUCTBANK 2 4 MV CONDUCTORS BY UTILITY RAISED BASE 1 REFER TO CIVIL DRAWINGS FOR LIGHT POLE LOCATIONS HANDHOLE TYPE NOS 5 HANDHOLE 2 1 TYP C2 C2 LCP 2 E LCP 2 NOTE 1 SEE DRAWING C128 FOR INSTALLATION DETAILS 2 CONDUIT TO ROUTE UNDER MAINTENANCE AREA HAZARDOUS NEC CLASS 1 DIVISION 1 CONDUIT SHALL BE INSTALLED PER NEC 501 10 A WIRING METHODS SEE E204 488 8 G 1 C SITE LIGHTING 1 C SPARE 1 C SPARE CONCRETE ENCASE CONDUITS 1 a
36. Dated 11 16 09 04210 5 THIS PAGE INTENTIONALLY LEFT BLANK REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04210 6 SECTION 17139 CABLE TRAYS PART 1 GENERAL 1 1 SUMMARY A This Section includes aluminum alloy open cable trays and accessories B Related Sections include the following 1 2 1 3 e l Division 7 Section Firestopping for firestopping materials and installation penetrations through walls ceilings and other fire rated elements SUBMITTALS Product Data Include data indicating dimensions and finishes for each type of cable tray indicated SHOP DRAWINGS For each type of cable tray 1 Show fabrication and installation details of cable tray including plans elevations and sections of components and attachments to other construction elements Designate components and accessories including clamps brackets hanger rods splice plate connectors expansion joint assemblies straight lengths and fittings 2 For installed products indicated to comply with design loads include structural analys
37. E LINE FS 1 PLANS PREPARED BY DESIGNED DRAWN CHECKED APPROVED AS SHOWN DATE 11 16 09 C302 WATR PNPF 3 P Airports Clients IAA Indianapolis 20094320 IAA Belly Cargo GSE Facility Drawings Production Plans Package 2 Site Development Building Addendum No 4 IAI2 BCGF PLAN PNPF WATR dwg November 12 2009 5 15 15 PM cmabus File Name Modified By 11 12 13 14 15 16 17 18 4 JD 53 EXISTING STR F139 PROJ ECT NORTH FAA MANHOLE 15 16 ELEV 5 775 65 EXISTING STR No F110 FAA MANHOLE LINE NER RIM ELEV 5 775 83 GRAPHIC SCALE FEET 0 20 40 80 OZ Id OZ S4 HORIZONTAL EXISTING 4 2 WAY EXISTING 4 2 WAY CONCRETE ENCASED DUCT CONCRETE ENCASED DUCT BANK BANK 1 m 0 LINE 5 EXISTING STR 5123 VERTICAL EXISTING 4 12 WAY SANITARY MANHOLE CONCRETE ENCASED DUCT RIM ELEV 771 54 3543 HLNOS gt i W INV 738 89 LINE SER BANK E INV 738 94 LEGEND EXISTING STR No E106 ELECTRIC MANHOLE ol DESCRIPTION EXISTING PROPOSED BUILDING FOR WATER LINE CONTINUATIONS FOR WATER LINE CONTINUATIONS RIM ELEV 771 32 INSIDE BUILDING SEE PLUMBING INSIDE BUILDING SEE PLUMBING d 0 PLANS PLANS E pue INSTALL 88 LFT OF 6 INSTALL 41 LFT OF dried z SAS UNE 7 CS 0 1 WATER LINE 2 COPPER WATER 2 ELECTRICAL TELECOM HANDHOLES af LIN
38. E itai ple SUMP bmw o DISCHARGE PIPE Fe EXISTINGSFORM MANHOLE EXISTING STORM MANHOLE EXISTING STORM MANHOLF EXISTING STORM MANHOLE 5 RIM 775 27 RIM ELEV 774 67 RIM ELEV 775 27 RIM ELEV 2 773 47 METER VAULT 2 Co FIRE HYDRANT JNV 5752 12 N INV 765 17 N INV 752 12 N INV 740 lt S INV 762 57 INV 768 57 INV 762 57 5 INV 74937 INSTALL 2 ISOLATION 2 zx SANITARY SEWER AND MANHOLE SE INV 765 17 5 INSTALL 6 GATE GATE VALVE STORM SEWER AND MANHOLE 2 a BELG eid GRATED BOX END SECTION T NITET ME INSTALL 92 LFT OF 6 F O x i ni imm L INSTALL 5 STORZ INSTALL FIRE STA 13 12 50 STA 14 16 50 3 1 INSTALL 7 CONSTRUCT DOMESTIC conor 0 0 0 0 0 00 O 776 75 FIRE DEPARTMENT HYDRANT 165 97 RT 23 52 0 6 x6 TEE SERVICE LINE BELOW STA 16149 68 y CONNECTION LINE LINE NER TYPICAL FIRE LINE THIS POINT 283 92 RT LINE NER STA 11 86 49 INSTALL 6 ISOLATION 171 97 RT LINE SER GATE VALVE STA 16 02 72 ES EXISTING STR CONCRETE ENCASED CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND SHALL PROTECT FAA MANHOLE DUCT BANK ALL UTILITIES AND CABLES DURING CONSTRUCTION ANY UTILITIES DAMAGED GRE DURING CONSTRUCTION SHALL BE REPAIRED THE CONTRACTORS EXPENSE Me 5 aai 2 TAP OF
39. ETWEEN CONTRACTORS IS ANTICIPATED AND r Rn X X X X X X X X X X EXPECTED MA V 12 CONTRACTOR SHALL NOTE THAT THE REMOVAL OF THE MIDFIELD SERVICE ROAD AOA GATE WILL RESULT IN THE C 9 8 PERFORMED BY CONTRACTOR WILL REQUIRE ESCORTS AND OR CREW GUARDS UNTIL ALL FORCES AND EQUIPMENT HAVE BEEN REMOVED FROM THE PROJECT SITE m TAXIWAY C c 1 L FAST SIDA MAJORITY OF THE PROJECT SITE BECOMING PART OF THE SECURE AREA OF THE AIRPORT REMOVAL OF THE GATE GATE SHALL BE THE FINAL WORK ITEM PERFORMED ALL OTHER FENCE AND GATE WORK SHALL BE FINISHED PROJECT LOCATION gt AND ACCEPTED BEFORE THE AOA GATE MAY REMOVED AFTER THE AOA IS REMOVED ALL WORK we 1 8 NN RUNWAY 5R 23L M 13 THE CONTRACTOR MUST HIRE ESCORTS AND CREW GUARDS AS REQUIRED BY THE PLANS AND SPECIFICATIONS gt k CONTACT INFORMATION FOR COMPANIES APPROVED TO PROVIDE THESE SERVICES AT THE INDIANAPOLIS A a J INTERNATIONAL AIRPORT ARE LISTED IN THE SPECIFICATIONS S R
40. IN INV 763 94 66 RCP INV ELEV 750 36 PLOTTED 10 ABOVE DATUM 127 128 129 130 130 788 784 780 776 772 768 764 760 PROJECT NORTH GRAPHIC SCALE FEET 0 20 40 80 e LEGEND vacant Bum meu L st ELECTRICAL TELECOM HANDHOLES af wem FIRE HYDRANT pue SANITARY SEWER AND MANHOLE STORM SEWER AND MANHOLE GRATED BOX END SECTION WATERLINE cOnTOUR une WATER VALE 1 LOCATIONS OF KNOWN UTILITIES AND CABLES ARE SHOWN THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND SHALL PROTECT ALL UTILITIES AND CABLES DURING CONSTRUCTION ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE REPRODUCTION WARNING THIS DOCUMENT CONTAINS SENSITIVE SECURITY DOCUMENTATION THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING CIVIL AVIATION SECURITY UNAUTHORIZED DUPLICATION OR RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION FOR U S GOVERNMENT AGENCIES PUBLIC AVAILABILITY TO BE DETERMINED UNDER 49 U S C 114 RETURN TO IAA AFTER USE AIRPORT INDIANAPOLIS INTERNATIONAL AIRPORT PROJECT BELLY CARGO GSE MAINTENANCE BUILDING 09 033 SHEET TITLE FIRE SERVICE LINE PLAN AND PROFIL
41. L CURE CONCRETE THRUST BLOCK UNDISTURBED EARTH TYPICAL FIRE DEPARTMENT CONNECTION DETAIL NOT TO SCALE THRUST BLOCK DETAILS TOTALPOUNDS TOTAL BEARING THRUST BLOCK THRUST AREA SF HEIGHT FT WIDTH FT 6TEORPRUG 840 4 2 2 PAVEMENT EDGE TYPE B1 EXPANSION JOINT 6 PUMPER LINE 6 WATER MAIN PLAN PUMPER CONNECTION A NODE 6 INDOT 702 16 3 4 STRUCTURAL CONCRETE N FIRE HYDRANT SN 6 Q PIPE BOLLARD io TYPICAL OF 6 T FINISHED GRADE 2 000 PSF MIN UNDISTURBED VALVE BOX 6 WATER LINE CAST IRON 8 PIPE LOWER SECTION INSTALL 3 5 HOOKS 2 VALVE OPERATING NUT VALVE BODY WATER MAIN SECTION WATER VALVE DETAIL NOT TO SCALE PAVEMENT EDGE TYPE B1 EXPANSION JOINT CONCRETE THRUST gt BLOCK SEE TABLE in ABOVE 6 INDOT 702 STRUCTURAL CONCRETE FIRE HYDRANT CONCRETE THRUST BLOCK SEE TABLE ip WATER MAIN SS 6 PIPE BOLLARD TYPICAL OF 4 2 000 PSF MIN UNDISTURBED EARTH PLAN SECTION PUMPER CONNECTION AND FIRE HYDRANT DETAILS THRUST BLOCK DETAILS NOT TO SCALE 6 INDOT 702 STRUCTURAL CONCRETE 1 METER 24 METER BOX STANDARD SERVICE LINE INSTALLATION amp SETTING FOR DUAL 3 4 1 METERS IN PITS OLL rmm wwe METER FORD METER BOX CO 4 FORD METER BOX CO PIT Typo 3 singa lid X 43 single lid COVER
42. ORT FACILITY GRAPHIC SCALE FEET 7 AIRCRAFT MAINTENANCE 7 b FACILITY 0 300 600 1200 _ 1 a X N _ LEGEND 2 EST Ou j CONTRACTOR S STAGING AREA PROVIDE CREW GUARD VA TAXIWAY A GS gt HAUL ROUTE PROVIDE GATE GUARD SEE NOTES n i BELOW 2 lt EXISTING SECURITY FENCE X E PROVIDE ESCORT diii RUNWAY 5L 23R F GENERAL CONSTRUCTION SAFETY NOTES E x 5 i V 4 FOLLOWING ARE THE CONSTRUCTION SAFETY PROCEDURES THAT THE CONTRACTOR SHALL FOLLOW THROUGHOUT THIS PROJECT NEC S TAXIWAY B 1 PROVISIONS OF THE LATEST EDITION OF FAA ADVISORY CIRCULAR AC 150 5370 2 OPERATIONAL SAFETY ON R f AIRPORTS DURING CONSTRUCTION APPLY TO THIS CONTRACT EXCEPT AS MODIFIED BY THIS SAFETY AND PHASING PLAN OR AS MODIFIED BY THE INDIANAPOLIS AIRPORT AUTHORITY IAA AT THE PRECONSTRUCTION x CONFERENCE OR DURING THE COURSE OF THIS CONTRACT X X X X X X Xx X NORTH MIDFIELD SEISMIGETUNUNE ARF 2 CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE FLAGGED LIGHTED AND MARKED WITH COMPANY SIGNS MAP NUMBER A OR PLACARDS AS REQUIRED BY THE IAA 2 se 18097C0205 3 CONTRACTOR EQUIPMENT VEHICLES AND PROJECT MATERIALS SHALL BE STORED AT THE STAGING AREA SHOWN BRIDGEPORT ROAD Dur E 7 ON THE SITE LOGISTICS PLAN AND THIS PLAN E 1 z _ D E S N gt 4 CONSTRUCTION EQUIPMENT AND PERSONNEL
43. S Cowar for 20 4 with adapter ring cover for dept amp 1 1 2 da Bid 24 rear 4 depth 15 172 dia 84 FORD METER CO 504 yoke for 1 meter FORD METER BOX CO 503 yoks for 34 mater FORD METER BOX Ange amp compression valves for copper tubing valves for Iron pipe 1 4 2 for 2 3 4 meters 1 4 for 1 meter RISER SIZE om LINE SIZE NOTES 1 Meter furnished amp set by LW C 2 Yoke including angle compression valves furnished to plumber by W C 3 All service lines must have 4 1 2 Ft of cover regardless cf Ihe water main depth 4 Locate meter pit within 12 of property line The location must be accessible and in a level place The nite NOT he Incatad In a driveway A METER VAULT DETAIL NOT TO SCALE REPRODUCTION WARNING THRUST BLOCK DESIGN DATA THIS DOCUMENT CONTAINS SENSITIVE SECURITY DOCUMENTATION THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A MAXIMUM OPERATING PRESSURE 85 PSI CONFIDENTIAL MANNER TO PREVENT COMPROMISING CIVIL AVIATION SECURITY UNAUTHORIZED DUPLICATION OR RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION FOR U S GOVERNMENT AGENCIES PUBLIC AVAILABILITY TO BE DETERMINED UNDER 49 U S C 114 RETURN TO IAA AFTER USE SURGE ALLOWANCE 100 PSI THRUST DESIGN PRESSURE 185 PSI BASED ON 2 000 PSF ALLOWABLE SOILD BEARING PRESSURE THRUST BLOCK NOTES 1 PIPE JOINT AND BOLTS MUST BE AC
44. S301 SECURITY ENLARGED I T ROOM 510 LAYOUT Delete Plan Sheet SS301 dated 10 27 09 Insert Plan Sheet 55301 revised 11 16 09 attached Revised entire sheet PLAN SHEET SS401 SECURITY STRUCTURED CABLING BLOCK DIAGRAM Delete Plan Sheet SS401 dated 10 27 09 Insert Plan Sheet SS401 revised 11 16 09 attached Revised entire sheet PLAN SHEET 55608 TELECOM JUNCTION BOX DETAILS Insert New Plan Sheet 55608 dated 11 16 09 attached ITEM NO 4 PLAN SHEETS ADDITIVE BID PLAN SHEET 100 I T AND TELECOM SYSTEMS FLOOR PLAN AREA Delete Plan Sheet SS100A dated 10 27 09 Insert Plan Sheet 55100 dated 11 16 09 attached Revised entire sheet PLAN SHEET SS101A I T AND TELECOM SYSTEMS FLOOR PLAN AREA B Delete Plan Sheet SS101A dated 10 27 09 Insert Plan Sheet SS101A dated 11 16 09 attached Revised entire sheet PLAN SHEET 55401 SECURITY STRUCTURED CABLING BLOCK DIAGRAM Insert New Plan Sheet SS401A dated 11 16 09 attached PLAN SHEET SS404A TELEPHONE CABLING BLOCK DIAGRAM Delete Plan Sheet SS404A dated 10 27 09 Insert Plan Sheet SS404A dated 11 16 09 attached Page 10 of 22 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 11 of 22 Revised telephone cabling block diagram and 6 cables PLAN SHEET SS608A I T JUNCTION BOX DETAILS Delete Insert Plan Sheet 55608 dated 10 27 09 Plan Sheet 55608
45. SUED PER ADDENDUM NO 4 CDM SCL INSTALE 307 6 1 1 ELECTRICAL d 52 LFT OF 6 THRUST BEEN i CONDUIT 5 BLOCK DATE REVISIONS EN APPR INV 770 76 lt WATERLINE STC PVC BEND AND ELECTRIC DUCT BANK PVC 127 STORM SEWER 768 5 M Indianapolis Airport Authority PVC FIRE ELEV 769 54 WATERLINE AIRPORT SCALE SERVICE LINE INDIANAPOLIS INTERNATIONAL AIRPORT AS SHOWN i ELECTRICAL DUCT BANK ELEV INV 771 35 INV 771 12 87 LFT OF 6 0 1 FIRE A Dem bm SERVIGE LINE 41LFTOF2 6 x6 x6 TEE COPPER 90 BEND CENTERLINE WATER MAIN INV 770 76 INV 767 40 ELEV 766 50 APPROXIMATE ELEV 764 PROJECT DATE ELECTRIC DUCT BANK BELLY CARGO GSE MAINTENANCE BUILDING 11 16 09 BOTTOM ELEV 761 2 1 09 033 66 INV ELEV PLOTTED 10 ABOVE DATUM SHEET TITLE FIRE SERVICE PLAN AND PROFILE LINE FS 4 DESIGNED DRAWN CHECKED APPROVED BAN REA BAN SCL TELECOM DUCT BANK ELEV 764 11 BOTTOM ELEV 764 0 760 18 C304 PLANS PREPARED BY RW ARMSTRONG Layout P Airports Clients IAA Indianapolis 20094320 IAA Belly Cargo GSE Facility Drawings Production Plans Package 2 Site Development Building Addendum No 4MAI2 BCGF DETL WATR dwg November 12 2009 4 35 40 PM cmabus File Name
46. TION e 08 d dd a d bl Se re AE usn HIGH An af High Industrias Jao OF THE PLANS AND SPECIFICATIONS APPROVED EXCEPT AS NOTED RESUBMIT FOR APPROVAL R bs ur p 2 BRUNS GUTZWILLER INC ee LI BATESVILLE INDIANA b ioi PROJECT TOTAL FACE MIX ae AME APP SAMPLE HCT Project Number PROJECT Standard Qray Back PROJECT LOCATION he 4 i gg 22 gt P o 2 T 05 14 2001 97 47 FAX 81085048358 Hign Mg UM 3 LEHIGH CEMENT COMPANY DIVISION 200 Road York 717 849 0811 LABORATORY TEST REPORT Consignee HIGH CONCRETE Address PAXTON Cement WHITE TYPE 1 ud 2 Bin Ne ATTN RANDY SIRT DEL DATE 04 14 07 ASTM 180 STANDARD REQUIREMENTS Tables 1 and 3 GHEMICAL PHYSICAL Hott Spec Limit Value itum Spon Lint Value 21 83 Air vot 96 12 max 5 4 4 01 0 32 Fineness Cad UA Bane 280 min 602 amp max 180 BQ 3 5 7756560 Autoclave ignit Loss 3 0 max 2 80 Expansion 0 80 max 0 04 Na20 A 0 05 A 0 05 Compressive Strength Mpa ingol Res 0
47. TM A 615 Grade 60 D Premolded Control Joint Strips Shall be solid rubber strips with a durometer hardness of 60 to 80 designed to fit standard sash block and maintain lateral stability in masonry wall Shall be Rapid Control Joint No 6 wide flange as manufactured by Dur O Wall Inc Baltimore Maryland or approved equal REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04150 1 PART 3 EXECUTION 3 01 3 02 3 03 Preparation Remove rust dirt scale oil grease and other matter that might affect bond between materials and mortar Installing Reinforcement A Locations 1 Truss Reinforcement All single wythe masonry walls 2 Bars As indicated on the drawings Truss Reinforcement Place continuously in horizontal mortar joints between every two masonry courses or as indicated on the drawings or both Center in wall width At corners and at terminations of reinforcement sections lap ends and splice together so as to transfer working stresses of reinforcement by bond and shear Place additional reinforcement in ord
48. X 774 i De i 2775 m 9 5 IT USUS Xe Kee X E Ime oy omm EOI S x X 3 776 Jo 5 x X REPRODUCTION WARNING REN x re M ruins x N 05 7 x X X X THIS DOCUMENT CONTAINS SENSITIVE SECURITY DOCUMENTATION THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A teat Rer en EE ee CONFIDENTIAL MANNER TO PREVENT COMPROMISING CIVIL AVIATION SECURITY UNAUTHORIZED DUPLICATION OR RELEASE MAY RESULT IN CIVIL PENALTY MED c 77 Momm e S lS 775 mc DU OR OTHER ACTION FOR U S GOVERNMENT AGENCIES PUBLIC AVAILABILITY TO BE DETERMINED UNDER 49 U S C 114 RETURN TO IAA AFTER USE 772 773 5 774 774 773 voL MM CAM Riu c 2 7X2 LAD 25 NO usc rou cuc mS I I V UU 220420 222 022 Ee 2 Lc 1 21 22 1 23 1 24 1 25 iS egere E ege 1 26 DE A 1 27 550 75 1328 Se ean 1 29 30 1 31 MOS 22712777 f 1 11 16 09 NEW SHEET ISSUED ADDENDUM NO 4 CDM SCL 779 LINE FTW2 MIDFIELD SERVICE ROAD a NO DATE REVISIONS BY APPR 178 Indianapolis Airport Authority che a Mur AIRPORT SCALE INDIANAPOLIS INTERNATIONAL AIRPORT AS SHOWN PROJECT DATE BELLY CARGO GSE MAINTENANCE BUILDING 11 16 09 Mop MM Mec x M C NET 1 09 033 SHEET TITLE EXISTING CONDITIONS PLAN C111A
49. after use Revised Per Addendum No 4 Dated 11 16 09 17139 2 2 7 A D 2 8 2 9 MATERIALS AND FINISHES Cable Trays Fittings and Accessories Aluminum complying with Aluminum Association s alloy 6063 T6 for rails rungs and cable trays and alloy 5052 H32 or alloy 6061 T6 for fabricated parts Fabricate cable tray products with rounded edges and smooth surfaces Sizes and Configurations Ladder type widths as stated on drawings side rail height 4 inch rung spacing 6 inch Refer to the Cable Tray indicated on Drawings for configurations Loading 1 Standard size 12 feet span shall be 100 pounds per linear ft uniformly distributed Safety Factors 1 5 NEMA Standard Span deflection shall be less than 1 100 CABLE TRAY ACCESSORIES Fittings Tees crosses risers elbows and other fittings as indicated of same materials and finishes as cable tray Cable tray supports and connectors including bonding jumpers as recommended by cable tray manufacturer WARNING SIGNS Lettering 1 1 2 inch high black letters on yellow background with legend WARNING NOT TO BE USED AS WALKWAY LADDER OR SUPPORT FOR LADDERS PERSONNEL Materials and fastening are specified in Division 16 Section Electrical Identification PART 3 EXECUTION 3 10 A B EXAMINATION Examine substrates areas and conditions for compliance with requirements for installation tolerances
50. argo GSE Maintenance Building November 16 2009 Page 9 of 22 PLAN SHEET P401 PLUMBING SCHEDULES Insert In Plumbing Fixture Schedule Mark L1H Remarks column add PROVIDE LAVATORY WITH MIXING VALVE LAWLER 1000 Insert Plumbing Fixture Schedule Mark SK1 Remarks column add PROVIDE SINK AND MIXING VALVE LAWLER 1000 Delete In Plumbing Fixture Schedule Mark WTS1 Manufacturer and Model column delete LOWLER 66 150 83006 Insert In Plumbing Fixture Schedule Mark WTS1 Manufacturer and Model column add LAWLER 911 FOR EYE WASH SHOWER PLAN SHEET E101 ELECTRICAL SITE PLAN Delete Plan Sheet E101 dated 10 16 09 Insert Plan Sheet E101 revised 11 16 09 attached Revised extent of conduit concrete encasement PLAN SHEET SS000 SECURITY LEGENDS AND ABBREVIATIONS Delete Plan Sheet 55000 dated 10 16 09 Insert Plan Sheet SS000 revised 11 16 09 attached Revised structured cabling legend PLAN SHEET SS100 SECURITY AND TELECOM SYSTEMS FLOOR PLAN AREA Delete Plan Sheet 55100 dated 10 27 09 Insert Plan Sheet SS100 revised 11 16 09 attached Revised entire sheet PLAN SHEET SS101 SECURITY AND TELECOM SYSTEMS FLOOR PLAN AREA B Delete Plan Sheet SS101 dated 10 27 09 Insert Plan Sheet SS101 revised 11 16 09 attached Revised entire sheet Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 PLAN SHEET S
51. ase confirm See Addendum No 2 ltem No 2 Specifications Volume 2 of 2 Technical Provisions Section 16721 Fire Alarm Systems Paragraph 2 6 K Section 16721 Fire Alarm 15 the new fire alarm panel to interface with the existing EST3 panel in the terminal Yes these panels shall communicate with each other too See Addendum No 2 Item No 2 Specifications Volume 2 of 2 Technical Provisions Section 16721 Fire Alarm Panels Paragraph 2 7 was deleted Section 16721 2 7 Remote Annunciator Please confirm if a remote annunciator is required for this job called out in the specifications but no shown on drawings Remote Annunciator was removed from specs in Addendum No 2 Sheet FA101 Please clarify what the and J in room 1204 repair area are to represent These symbols have been deleted see Addendum No 2 and No 3 Plan Sheets Base Bid Plan sheet FA101 was reissued without the symbols Drawing C106 indicated a new sprinkler valve pit complete with back flow preventer and F D C and the detail of the pit is shown on C302 C106 also indicates a remote FDC connection coming from the sprinkler riser located in the southeast corner of the building Also P301 indicates a new sprinkler backflow preventer and a F D C connection line extending out to a remote F D C Which layout do they want See ltem No 3 Plan Sheets Base Bid in this addendum Backflow preventer to be inside building backflow
52. authorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04210 2 D Sizes 1 Block Line Units 7 5 8 high x 15 5 8 long x thicknesses as indicated on drawings 2 Split faced Line units 7 5 8 high x 15 5 8 long x thicknesses indicated on drawings E Shapes Line units solid units interlocking corner units split faced one side split faced one side and one end solid topped units bullnosed solid units stools soaps bond beams and other shapes as indicated on drawings PART 3 EXECUTION 3 01 3 02 3 03 CONDITIONS OF SURFACES A Clean surfaces with which masonry units will be in contact free from dirt grease water snow frost and other foreign matter that might affect bonding of masonry work COLD WEATHER REQUIREMENTS A During Erection 1 Air Temperature Below 40 F Refer to Section 04100 for mortar preparation requirements 2 Air Temperature 25 F to 20 F Provide auxiliary heat on both sides of walls to keep temperatures above 32 F Keep board mortar temperature above 40 F 3 Air Temperature 20 F and Below Enclose working area and provide auxiliary heat to keep temperature above 32 F Keep board mortar temperature above 40 F B AFTER ERECTION AND AT WORK STOPS 1 Mean Daily Air Temperature 40 F to 32 F Prot
53. cation for this product Provide laminated wheel chocks with 15 chain and storage cradle 03300 6 Paragraph 2 07 Vapor Retarders Will materials approved for the under slab vapor retarder have to demonstrate they meet the permeance as specified 0 012 perms or lower after mandatory conditioning per the requirements of ASTM E1745 Paragraphs 7 1 1 7 1 5 Please review the requirements of ASTM E1745 included with this question In short this is intended to ensure the product does not deteriorate under the slab Vapor retarder shall meet all requirements of Technical Provision Section 03300 The details and the specifications for the architectural chain link fence appear to be a mixture of chain link fence details amp specs and wire mesh partition details amp specs Can you please clarify which system is required for this project See Addendum No 2 answer to Question 6 Question 87 Answer 87 Question 88 Answer 88 Question 89 Answer 89 Question 90 Answer 90 Question 91 Answer 91 Question 92 Answer 92 Question 93 Answer 93 Question 94 Answer 94 Question 95 Answer 95 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 18 of 22 Per sheet C402 there are to be 10096 Opaque privacy slats installed in the trash corral gates Per a local fence contractor these do not exist Please clarify what is needed at these gate
54. ction 11160 2 02 F 6 Keyed overrides should be utilized to bypass the restraints at the dockmaster s discretion when Rear Impact Guard RIG bars cannot be engaged and over ride is required to maximize control and safety at the dock Will they be required Yes Question 74 Answer 74 Question 75 Answer 75 Question 76 Answer 76 Question 77 Answer 77 Question 78 Answer 78 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 16 of 22 Drawing E 501 Indicates Side by Side Panels Spec Section 11160 2 02 F6 specifies an Integrated Panel There is not adequate space for side by side panels and door controls An integrated master panel should be required Please confirm this is the case Yes provide an integrated master panel The integrated control panel will contain a disconnect for the dock leveler and restraint systems 2 02 F 6 Integrated panel does not specifically require power and control of guide lights and electrical detail shows no other provision Should these be included in the master panel Specification and electrical details do not show fused branch circuit protection for the dock equipment nor separately for the door Should a disconnect for the dock equipment and doors be included in the control panel and should this disconnect be fused with lock out tag out capability Provide an integrated control panel that includes dock restrai
55. cumentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04210 3 adjoins masonry that is partially or totally set clean and lightly wet exposed surfaces of such set masonry Should it be necessary to stop off horizontal run set back 1 2 unit length in each course toothing will not be permitted unless approved Remove loose units and mortar Cut units when dry using power driven masonry saw A B Mortar Type Type S in walls below grade Type N in interior walls Bond Running bond pattern with horizontal joints level and vertical joints plumb Joints Exposed heights of bed joints and exposed widths of head joints shall be 3 8 but in no case less than 5 16 nor more than 7 16 Control Joints 1 Locate where expansion or control joints noted E J or C J are indicated on drawings at 20 0 horizontal intervals at windows and doors and walls which meet exterior walls or surfaces build walls up separately Provide premolded cross shaped rubber extrusion control joint strips Rake vertical joints 3 4 min on each side for caulking as specified in Section 07900 2 Hlexible Anchorage Where mas
56. digit Direct Inward Dialing DID extension numbers for on campus calling utilize the telephone service provided for the terminal as the primary service and be fully integrated into the terminal voice mail system billing etc The IAA Belly Cargo Building PBX will be comprised of one 1 PBX remote unit which will be located in Room 510 The PBX will be tied to the service provider and be tied to the PBX System in the Midfield Terminal The unit shall be a Nortel Networks Communications Remote Shelf Model MG1000 Voice over IP telephones if specified by building tenants have dual redundant load sharing servers in the terminal building Upon failure of one server the other operational server shall become the server for all VoIP telephones until the other server is brought back on line The Telephone System shall be capable of providing Plain Old Telephone Service POTS analog lines digital lines and VoIP service VoIP service shall utilize the Airport LAN equipment The telephone system shall be able to utilize the Airport LAN and any special Quality of Service QoS Virtual LAN VLAN and Power over Ethernet PoE requirements shall be provided to the LAN contractor The telephone contractor shall include any costs for interconnection of the telephone and LAN all testing equipment and programming in the bid or proposal price The Telephone system shall include all design installation and setup of all required hardwar
57. e software equipment devices cards configuration termination power supplies batteries programming and accessories required to provide full featured telephone services for the Belly Cargo Building Exception telephone handsets shall be owner provided See block diagram on Drawing SS104 for additional details and interfaces of the telephone system INTELLECTUAL PROPERTY See Specification Section 17010 General Special System Requirements Part 1 6 RADIO TELEVISION INTERFERENCE See Specification Section 17010 General Special System Requirements Part 1 7 SUBMITTALS See Specification Section 17010 General Special System Requirements Part 1 8 The Contractor shall supply a schedule of installation Contractor s schedule shall not adversely impact airport operations REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17710 2 1 9 The Contractor shall establish a permanent set of cross connect records on site and present these to IAA These records shall include cable schedules test results and prints showing all s
58. ect work from rain sleet and snow for 24 hours by covering tops with weather resistant membranes that overhang work at least 2 ft on both sides 2 Mean Daily Air Temperature 32 F to 25 F Completely cover work for 24 hours with weather resistant membranes 3 Mean Daily Temperature 25 F to 20 F Completely cover work for 24 hours with insulating blankets or other equal protection 4 Mean Daily Temperature 20 F and Below Maintain work above 32 F for 24 hours by enclosing surrounding area and heating work with electric heating blankets infrared heat lamps or other approved method ERECTING CONCRETE MASONRY Do not lay units with or on frozen materials or surfaces do not lay units having frost or snow on their surfaces Do not wet units Use only units that are dry and free from cracks chips spalls or other defects Lay first course in full mortar beds lay subsequent courses in face shell mortar beds Place mortar so that all joints are full and so that mortar will ooze out of joints on both sides of face shells as next course above is positioned Do not reuse mortar that has fallen on ground floor or scaffolds Avoid over plumbing and pounding of corners and jambs to fit stretcher units after they have been set in position Where adjustment is necessary after mortar has started to harden rake off such mortar and replace with fresh mortar Where fresh masonry REPRODUCTION WARNING This document contains sensitive security do
59. ed Cabling System 1 3 REFERENCES A See Specification Section 17010 General Special System Requirements 1 3 for references B In addition the following shall apply 1 Association of Public Safety Communications Officers APCO Avoiding Interference Between Public Safety Wireless Communications Systems and Commercial Wireless Communications Systems at 800 MHZ 2 Equipment of foreign manufacture must meet U S codes and standards It shall be indicated in the proposal the components that may be of foreign manufacture if any and the country of origin 1 4 DEFINITIONS Not Used 1 5 SYSTEM DESCRIPTION A Telephone System for the IAA Belly Cargo Building is intended to provide telecommunication service Telephone PBX equipment provided for the IAA Belly Cargo REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17710 1 1 6 1 7 1 8 Building is intended to be of the same manufacturer as used in the Midfield Terminal and fully compatible and integrated The telephone system will provide four 4 or five 5
60. ed or unless otherwise indicated Workspace Install cable trays with sufficient space to permit access for installing cables Install cable trays for low voltage systems Install covers after installation of cable is completed After installation of cable trays is completed install warning signs in visible locations on or near cable trays FIRESTOPPING Firestop penetrations through fire and smoke barriers according to Division 16 Specification Section 16050 Basic Electrical Materials and Methods Sleeves for Future Cables Install capped sleeves for future cables through firestopped cable tray penetrations of fire and smoke barriers GROUNDING General Do not use cable tray as an equipment ground conductor Ground and bond tray as required by Articles 250 and 318 of NFPA 70 Ground all ends of run to ground bus or service and equipment grounds as indicated REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17139 4 3 14 3 15 3 16 3 17 FIELD QUALITY CONTROL Testing Perform the following field quality control tes
61. ents manufacturers that may be incorporated in the Work include a Nortel Networks Communications Remote Shelf Model MG1000 2 2 MANUFACTURED UNITS COMPONENTS ACCESSORIES A PBX 1 The PBX shall be provided in enclosed cabinet type enclosures front and back accessible The PBX shall be freestanding and shall provide any wire management cross connects as required to tie the PBX into the incoming lines data lines fiber etc and shall include connections to all field and horizontal wiring Environmental Requirements a Operating temperature 0 55 C Power Requirements a Power Supply Input 120VAC x 20 b Provide any power filtering or surge suppression as required to protect the equipment The system shall have redundant CPUs and power supplies and a distributed processor Digital trunking capabilities DTI ISDN PRI ISDN BRI Meridian 1 ITG Trunk Side Gateway 2 1 DSI s DS3 s Sonet Ring MPLS ATM Capable of providing direct connection to various incoming links such as Frame Relay 10 100m Ethernet as well as traditional T 1 Analog and PRI connections REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under
62. er to provide reinforcement in first two courses above and below openings through walls extend such additional reinforcement at least 24 beyond each side of openings Do not place reinforcement through expansion and control joints Bars Locate bars in block cores where indicated on drawings Complete grout cores full around reinforcement Bars may be installed in continuous lengths or in sections for ease of handling if sections are used lap bars so strength of one section is transferred to another section and securely splice Installing Accessories A Mesh Wall Ties Where intersecting walls are erected separately place in first wall erected in same horizontal mortar joints in which reinforcement is placed so ties will be centered on second intersecting wall Place to within 2 of side opposite second wall and allow remaining length to extend out ready for placement into second wall as it is erected Premolded Filler Install tight to adjacent block at control joints and at intersecting walls Hold filler back 1 2 to accommodate caulking under Section 07900 END OF SECTION REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined
63. eren 15500 FIRE PROTECTION retener e ie retta 15535 REFRIGERATION PIPING AND SPECIALTIES 15575 CHIMNEYS AND 5 8 15621 NATURAL GAS DUCT FURNACES eee 15624 GAS FIRED MAKE UP AIR UNITS eee 15672 HEAT PUMBS ngu ueteres ire iced 15770 ELECTRIC HEAT TRANSFER UNTTS eere 15855 FURNACES WITH 15870 POWER VENTILATORS eese nennen nennen 15875 DAMPBRS nete tet He iei auch 15891 VENTILATION SYSTEM eerte nennen nenne 15910 DUCTWORK 5 15953 ELECTRIC AND ELECTRONIC 15990 TESTING ADJUSTING AND 2222 DIVISION 16 ELECTRICAL 16050 COMMON WORK RESULTS FOR ELECTRICAL 16060 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 16073 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 16075 IDENTIFICATION FOR ELECTRIAL SYSTEMS 16120 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND 16145 LIGHTING CONTROL DEVICES eere 16211 ELECTRICITY METERING eerte em nnne 16410 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 16420 ENCLOSED CONTROLLERS eere 160441 SWIICHBOARDS n e Rte e ied 160442 5 epe ee Bere mei a end REPRODUCTION WARNING This document contains sensitive secur
64. icator valve and enlarge concrete slab PLAN SHEET C402 TRASH CORRAL DETAILS FRONT ELEVATION Delete Insert Leader pointing to gate leaf reading CONTRACTOR TO PROVIDE 100 OPAQUE PRIVACY SLATS CONTRACTOR SHALL SUBMIT COLOR SAMPLES FOR APPROVAL Leader pointing to gate leaf reading CONTRACTOR TO PROVIDE MIN 75 OPAQUE PRIVACY SLATS CONTRACTOR SHALL SUBMIT COLOR SAMPLES FOR APPROVAL PLAN SHEET M401 MECHANICAL SCHEDULES Delete Insert Delete Insert Delete Insert Delete Insert In Exhaust Fan Schedule Mark EF 1 ESP column delete 150 In Exhaust Fan Schedule Mark EF 1 ESP column add 0 375 WC In Exhaust Fan Schedule Mark EF 2 ESP column delete 125 In Exhaust Fan Schedule Mark EF 2 ESP column add 0 375 WC In Exhaust Fan Schedule Mark EF 3 ESP column delete 150 In Exhaust Fan Schedule Mark EF 3 ESP column add 0 375 WC In Exhaust Fan Schedule Mark EF 4 ESP column delete 150 In Exhaust Fan Schedule Mark EF 4 ESP column add 0 375 WC PLAN SHEET P101 PLUMBING AND FIRE PROTECTION FLOOR PLAN Delete Insert Plan Note 3 reading 3 DRAIN Revised Note reading 3 DRAIN DRAIN SHALL BE J SMITH MODEL 2120 M DUCTILE IRON STRAINER PLUMBING CONTRACTOR SHALL PROVIDE P TRAP DRAIN IN ALL SUITES INCLUDING SUITE 306 Addendum No 4 Indianapolis International Airport Belly C
65. ings reflecting the framing of the roof using joint and purlins the only method of roof framing or is it up to the PEMB designer to simply meet the design criteria even if alternate framing design can be utilized PEMB designer to meet the design criteria Alternate framing design may be utilized and must be coordinated with the precast manufacturer and other trades Addendum 1 changed the amount of work that can be subcontracted out as 8596 So all bidders are clear is the 1596 by the general contractor to be by self performed labor or a dollar value which could include material purchases for work performed by subcontractors 1596 must be self performed by the General Contractor 5 there or is there not Liquidated Damages and or penalty clause if the contractor fails to complete construction in the 180 calendar days There are no Liquidated Damages Is it correct that the Notice to Proceed will not be issued until permits are in hand See Addendum 1 No 4 Specifications Volume 1 of 2 Special Provision SP 30 Permits and Licenses Are we to include in our proposal any chemical modified soil as on the drawings Or was this included as part of the Sitework package See Addendum No 2 answer to Question 26 and Special Provision SP 27 Are we to supply Knox Box key holders If so is one required at each tenant space Yes Plan Sheet A104 see Plan Note 14 The structure details show three different thickness
66. is data signed and sealed by the qualified professional engineer responsible for their preparation Coordination Drawings Floor plans and sections drawn to scale Include scaled cable tray layout and relationships between components and adjacent structural and mechanical elements Show the following 1 Vertical and horizontal offsets and transitions 2 Clearances for access above and to side of cable trays 3 Vertical elevation of cable trays above floor or bottom of ceiling structure Product Certificates For each type of cable tray signed by product manufacturer REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17139 1 D E 1 4 A Q D 1 5 A Qualification Data For testing agency Operation and Maintenance Data For cable trays to include in emergency operation and maintenance manuals QUALITY ASSURANCE Source Limitations Obtain cable tray components through one source from a single manufacturer Electrical Components Devices and Accessories Listed and labeled as defined in NFPA 70 Article 100
67. ith the manufacturer s instructions and adjustments required for a complete and operable system Install Telephone headend equipment in the IAA Belly Cargo Room 511 as shown in the Drawings Contractor shall verify adequate room for all telephone system components and equipment including but not limited to cabinets batteries rectifiers and peripheral equipment Grounding shall be provided as necessary to preclude ground loops noise and surges from adversely affecting system operation The Contractor shall adhere to the installation schedule of the General Contractor and shall attend all construction meetings scheduled by the General Contractor All wiring and cables within a given console or rack shall be properly dressed and or bundled with Velcro cable ties Contractor shall use structured cabling provided under Specification Section 17742 Structured Cabling System The Contractor shall place materials only in those locations that have been previously approved by IAA The IAA and CM shall approve any other locations in writing EXAMINATION AND SITE SURVEY The Contractor shall examine all site conditions and other elements for compliance with installation tolerances and other adverse conditions Contractor shall not proceed with installation until unsatisfactory conditions have been corrected ASSEMBLY INSTALLATION CONNECTION UTP cable provided under Specification Section 17742 Structured Cabling System shall be
68. ity documentation The information contained in under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 TC 3 this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined 16461 LOW VOLTAGE TRANSFORMERS eerte emen 1 10 1649 FUSES 1 4 16511 INTERIOR LIGHTING Eier irent iet 1 10 16521 EXTERIOR LIGHTING 1 etie an dicet Deae tiec 1 10 16675 LIGHTNING PROTECTION FOR STRUCTURES 1 4 16721 PIRE ALARM SYSTEMS eed ee rape icd 1 14 DIVISION 17 SECURITY 17010 GENERAL SPECIAL SYSTEMS 1 10 17139 CABLE TRAY Sic wis aiid nia aed eee oreet ane 1 6 17264 UNITERRUPTIBLE POWER eere 1 10 17526 GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS 1 10 17708 ACCESS CONTROL rentre nennen rennen nnne 1 18 17710 TEEEPHONE SYS TEM nare tit eter EC E Reb eee 1 8 17742 STRUCTURED CABLING 5 5 1 18 17780 DIGITAL VIDEO MANAGEMENT SYSTEM eren 1 10 REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintai
69. ivil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17139 5 THIS PAGE INTENTIONALLY LEFT BLANK REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17139 6 SECTION 17710 TELEPHONE SYSTEM PART 1 GENERAL 1 1 SUMMARY A Specification Section 17710 contains the technical specifications for IAA Belly Cargo Building Telephone System PBX associated Drawing Set including the General Notes further specifies the Telephone system and is part of the technical Specifications 1 2 RELATED SECTIONS 1 Related Requirements Sections of the Project Manual are applicable in the execution of all Specification Sections A Documents affecting Work of the Contract including General and Supplementary General Conditions Specification Sections apply to this Section B Related Sections 1 Specification Section 17010 General Special Systems Requirements 2 Specification Section 17742 Structur
70. mortar supplied by a batching plant may be used in lieu of on site batching or pre mixed mortars of the latest ASTM C 270 requirements shall be met Certification of batch mix materials supplied by the Ready Mix Plant shall be required as to conformance to ASTM C 270 requirements PART 3 EXECUTION 3 01 COLD WEATHER REQUIREMENTS A When air temperature is 40 F and below heat aggregate but do not scorch it or mixing water to produce board mortar temperature of 40 F to 120 F If water is boiled place part of aggregate into water in mixer flash in cement when it is added 3 02 MIXING A General After cold weather requirements if necessary have been met place materials together in their proper proportions with quantity of water required to attain desired workability A batching box of known volume shall be used for proper batching requirements as outlined under ASTM C 270 Appendix Section X1 9 4 1 unless prebatched dry packaged mortar or ready mix mortar is used Mix in batch mixing machine to uniform texture color and consistency Empty drums entirely between batches Measure ingredients carefully Only machine mixing shall be used except for small jobs when hand mixing is specifically authorized Keep mortar free of dry or clotted materials and maintain at consistency to freely work into voids in masonry units and around masonry reinforcement accessories and embedded items without affecting mortar strength Clean mi
71. ned in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 TC 4 SECTION 04100 MORTAR PART 1 GENERAL 1 01 1 02 1 03 1 04 1 05 SPECIAL REQUIREMENTS A Work specified in this section shall conform to provisions of the Contract Documents included or referred to or both in the Project Manual WORK INCLUDED A Where indicated on the drawings or required or both provide and install mortar mix design as specified below RELATED WORK SPECIFIED ELSEWHERE A Section 04210 Concrete Masonry REQUIREMENTS OF REGULATORY AGENCIES A materials and mixing thereof shall meet or exceed requirements of applicable State and local building codes ENVIRONMENTAL CONDITIONS A Do not mix mortar when ambient temperature is less than 40 unless cold weather requirements as described hereinafter are met PART 2 PRODUCTS 2 01 MATERIALS A Masonry Cement ASTM 91 Type one of the following Kosmortar Kosmos Portland Cement Co Brixment ESSROC Cement Co Richmortar CEMEX USA Masonry Mortar Buzzi Unicem USA TOT B Portland Cement ASTM C 150 Type I II or or ASTM C 175 Type IA or standard grey in color unless
72. nswer 120 Question 121 Answer 121 Question 122 Answer 122 Question 123 Answer 123 Sincerely Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 22 of 22 In open bay areas exposed conduit is considered subject to damage up to 12 0 above finished floor and would need to be RGS Above 12 0 the exposed conduit would not be considered subject to damage and thus could be EMT Drawing 55401 amp SS608A call for R66 coaxial cable 17742 2 2 D calls for a R659V Which cable is needed RG 6 cable should be used See ltem No 2 Specifications Volume 2 of 2 Technical Provisions in this addendum Drawings already state RG 6 coaxial cable The Cat6 25 pair cable that is shown on the drawings is not made Since this does not exist what do we need to install out to the telecom junction box See ltem No 4 Plan Sheets Additive Bid in this addendum Reference on drawings has been changed to 25 pair Cat 3 cable SS404A shows all Cat6 cabling past the junction box in dotted lines Does this mean that this bid is not responsible for any cabling past the east amp west junction box Yes cabling shown in dashed lines on sheet SS404A shall not be provided by this contract SS404A Shows a Cat 6 cables going to the east amp west junction box SS608A shows 12 Cat6 cables to each junction box Is this a total of 12 or 12 amp 6 for a total
73. nt dock leveler overhead door controls and exterior guide lights Also control to have service disconnect for dock leveler and restraint system If disconnect cannot be integrated a separate disconnect may be provided 11160 2 02 G Specification seems conflicted between a mechanical and hydraulic system Assuming Hydraulic is preferred Mechanical Operating System and everything after Hydraulic Control in first paragraph should be stricken Items 1 amp 2 are OK Please clarify Either system is acceptable 11160 2 02 J Hot Dip Galvanize should read after fabrication Will the entire Tubular Frame below the dock 2 A 301 require Hot Dip galvanizing recommended Additionally 2 09 Steel Finishes initially indicates steel finishes are Hot Dip Galvanized then indicates painted Is the leveler and it s frame members galvanized or painted This is not recommended to paint over Hot Dipped Galvanized Alternatively can a spray on galvanizing finish be acceptable Yes hot dip galvanizing after fabrication for leveler and frames Painting or spray on galvanizing is not acceptable 11160 203 A specifies a 2200 series shelter but does not indicate the size The standard size for this model is 12 0 wide x 11 6 high x 22 projection Will this be sufficient Yes to fit around the 10 x10 door Question 79 Answer 79 Question 80 Answer 80 Question 81 Answer 81 Question 82 Answer 82 Question 83
74. ntractor shall furnish IAA a complete and detailed Commissioning plan for approval within ninety 90 days after execution of this Contract System test plans The Contractor shall provide a typical example of their system test plans Within ninety 90 days after execution of this Contract the Contractor shall supply a proposed system test plan to the Engineer Training plans and course materials as specified shall be supplied Complete parts lists and breakdowns which identify each hardware component to the lowest repairable unit LRU shall be supplied QUALITY ASSURANCE See Specification Section 17010 General Special System Requirements Part 1 9 REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17710 3 1 10 DELIVERY STORAGE AND HANDLING A See Specification Section 17010 General Special System Requirements Part 1 10 1 11 WARRANTY A See Specification Section 17010 General Special System Requirements Part 1 12 PART 2 PRODUCTS 2 1 MANUFACTURERS A PBX 1 Subject to compliance with requirem
75. of concrete foundation walls along the north side of the building Can one thickness of concrete wall be used and what thickness would that be See Addendum No 2 answer to Question 22 Sheet S400 says that 3000 psi concrete is to be used everywhere Specification section 03300 says that 4000 psi concrete is to be used everywhere Please clarify which concrete is to be used 4 000 psi per Technical Provision Section 03300 Question 57 Answer 57 Question 58 Answer 58 Question 59 Answer 59 Question 60 Answer 60 Question 61 Answer 61 Question 62 Answer 62 Question 63 Answer 63 Question 64 Answer 64 Question 65 Answer 65 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 14 of 22 Section 0813 1 04 B Indicates field wiring by Division 16 Drawing E 202 Indicates Disconnects and Wiring by Division 8 please clarify The General Contractor coordinates all trades Drawing A 300 Clearly show track above 13 spec 08131 2 06D Specifies Standard Lift Standard Lift would be less than 11 Please clarify Elevation D5 10 x10 doors to be high lift to 13 A F F All other sectional doors to be standard lift 08313 2 06 J Specifies a Jackshaft type operator while doors are specified standard lift Is a trolley operator acceptable on the standard lift doors Trolley operators are acceptable on standard lift d
76. of mortar daubs and fins Remove foreign materials from faces of units and mortar joints so that finishing materials to be applied thereto will not be affected by such foreign materials REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04210 4 3 00 CLEAN UP GENERAL A Remove mortar droppings and residues from adjacent materials and surfaces Leave all such materials and surfaces and faces of masonry walls where applicable smooth clean and free from defects ready in all respects for application of finishes B Clean up all excess material trash and debris resulting from work of this section END OF SECTION REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4
77. on 43 Answer 43 Question 44 Answer 44 Question 45 Answer 45 Question 46 Answer 46 Question 47 Answer 47 Question 48 Answer 48 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 12 of 22 The following 6 questions all have to do with the design and pricing of the pre engineered metal building structure What is the uniform collateral load to be designed for the roof structure frames and bar joists roof purlins in PSF The collateral load of the roof structure is dependent on the pre engineered building manufacturer uplift requirements for the roof are 90 MPH and increased to 120 MPH up to 12 0 from each corner of the building Are there any point loads that need to be designed into the roof structure for any mechanical or electrical devices If so provide the weight and exact location of each point load All loading applied to the roof is to be coordinated with the MEP and security contractor This includes but is not limited to sprinkler loads and penetrations exhaust fans loads and penetrations and duct work Are all the openings in the walls windows and overhead doors designed to withstand 90 mph winds If so then this building is classified as a fully enclosed structure If they are not then this building is classified as a partially enclosed structure This classification affects the wind up lift design
78. onry walls abut concrete walls columns and the like and where control joints are indicated secure anchor strips at 16 on centers by welding Place anchors in horizontal mortar joints at every other course or as indicated on drawings or both 3 At simply supported lintels cover bearing unit with mastic or tarpaper before laying mortar to prevent bond Clean exposed work Grouting Grout door frames in masonry walls Grout full other conditions indicated on the drawings Also grout full block cores in reinforced masonry walls 3 04 TOOLING JOINTS A Exposed Joints When joints have become thumbprint hard tool with approved rounded jointer Such jointer shall be larger than widths and heights of joints so that complete contact is made along edges of masonry units Depress joints not more than 1 16 and not less than 1 32 tool slick and neat 3 05 M TUCKPOINTING AND CLEANING A Tuckpointing After completion of concrete masonry work correct defects in mortar joints Cut out mortar in such defective joints to depth of not less than 1 2 but not more than 3 4 saturate with clean water fill with tuckpointing mortar and tool to match adjacent joints Keep mortar off faces of units and off adjacent surfaces Remove or patch defective masonry units to satisfaction of Owner Tuckpoint scored joints in precast lintels to match joints in walls Cleaning After completion of tuckpointing processes rub surfaces of walls free
79. oors 08313 2 04 D Cable safety devices are not designed for Standard Lift Track Please clarity Cable safety devices not required on standard lift doors 08313 2 05 G 1 Specifies Key operated Controls they are not indicated on the Electrical drawings Please Clarify Delete exterior key operated controls 08313 2 06 Basis of Design is a 592 Series Overhead Door Company the metal thickness described in 2 06 C 2 is not consistent with this product Delete 0 028 thickness for this project 08313 2 05 F specifies a Fail Safe 4 wire edge 2 06 J 5 specifies a Pneumatic edge Please Clarify Delete the pneumatic edge 08313 2 03 C Specifies 2 or 3 Rollers 2 is standard duty 3 is heavy duty What is the specified track size Provide the 3 heavy duty rollers and track Overhead Door Buttons are specified installed in Master Control Panels Division 11 at the 10 Dock Doors Who provides these Buttons The General Contractor coordinates all trades Question 66 Answer 66 Question 67 Answer 67 Question 68 Answer 68 Question 69 Answer 69 Question 70 Answer 70 Question 71 Answer 71 Question 72 Answer 72 Question 73 Answer 73 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 15 of 22 There is no indication of interlocking the levelers doors electrically to eliminate door damage Will these
80. or Plan Area A dated 11 16 09 55101 I T and Telecom Systems Floor Plan Area B dated 11 16 09 55301 Security Enlarged Room 510 Layout dated 11 16 09 55401 Security Structured Cabling Block Diagram dated 11 16 09 55404 A Telephone Cable Block Diagram dated 11 16 09 SS608A I T Junction Box Details dated 11 16 09 AOC EOC Plant Precast Architectural Concrete Design Mix TO Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 3 of 22 All Planholders of Record The following addendum items modify change delete from or add to the requirements of the contract documents for this project The articles contained in the addendum take precedence over the requirements of the previously published contract documents Where any article of the contract specifications or any detail of the contract drawings is modified or any paragraph subparagraph or clause thereof is modified or deleted by the articles contained in this addendum the unaltered provisions of that article paragraph subparagraph or clause shall remain in effect ITEM NO 1 SPECIFICATIONS VOLUME 1 OF 2 Invitation to Bidders Page INV 1 Delete Insert First bullet Revised first bullet as follows Sealed bids will be received by the Indianapolis Airport Authority Indianapolis Indiana for the Indianapolis International Airport Belly Cargo GSE Maintenance Building Project No
81. or owner supplied casework in detail 4 A502 which gets installed in Room 103 Is this correct The only Contractor supplied and installed casework on the project are the PLAN Delete work for detail 1 and 2 on A502 Install detail 4 on A502 only There is not note for seeding limit of disturbed ground Please clarify the extent of seeding See Plan Sheet G107 Site Work Schedule of Values Line ltem 43 and Plan Sheet C600 Erosion Control Plan Can you provide a detail of oil separator See Plan Sheet C301 and Special Provision SP 20 Can you provide a CAD file for dirt take off in version 2000 CAD files can be provided to the awarded Contractor Please confirm whether the top of wall embedded angle 4x4x5 16 shown on sheet S200 detail 7 is galvanized Yes Please confirm the bent plant channels at the overhead doors ramps and heads are galvanized before they are painted Use 2 galvanized channels before painting Section 16130 Raceway and Boxes for Electrical Systems Part 3 1 B1 Exposed Not Subject to Physical Damage calls for RGS conduit while B2 Exposed Not Subject to Severe Physical Damage calls for EMT conduit These specifications appear to call for a more substantial raceway material in areas subject to less chance of physical damage What type raceway is required in the open bay areas above the 18 zone identified as NEC hazardous areas Answer 118 Question 119 Answer 119 Question 120 A
82. ors that would adversely affect the system s operation to the Supervisor Console The diagnostic information shall be stored within the PBX so that a manufacturer trained technician may query the diagnostics for rapid servicing of the system 2 Diagnostics and programming of the PBX shall be made while the system is in operation and shall not affect normal operation Provision shall be made so as to allow a qualified technician to perform programming and diagnostics both locally and remotely Such access shall be password protected to prevent unauthorized access to the system 3 cards utilized in the PBX shall have a minimum rating of gt 50 000 hours Mean Time Between Failure MTBF manufacturer shall include documentation showing the MTBF of the proposed equipment REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17710 5 PART 3 EXECUTION 3 1 3 2 3 3 3 4 A ASSEMBLY AND INSTALLATION GENERAL The Contractor shall provide all system components including furnished equipment and appurtenances in accordance w
83. otherwise indicated C Hydrated Lime ASTM C 207 Type S D Quicklime ASTM C 5 REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04100 1 2 02 2 03 2 04 E Aggregate Clean washed sharp mason s sand conforming to ASTM C 144 for joints 1 4 wide and less sand shall pass 16 sieve F Water Clean free from deleterious amounts of acids alkalis oil salts or organic materials and potable G Anti Freeze Liquid Salts and Similar Substances Do not use in mortar to lower freezing point except as specifically approved MIXES A Mixed in accordance with the latest ASTM C 270 and proportioned within limits given in the following table Water retention of mortar shall be determined in accordance with ASTM C 91 and shall have flow after suction of not less than 7096 of that immediately after mixing MORTAR PARTS PARTS PARTS AGGREGATE TYPE PORTLAND MASONRY HYDRATED LIME DAMP AND CEMENT CEMENT LOOSE CONDITIONS S Cement Not less than 2 1 4 and not more than 3 Cement Limes times the sum of the volumes of the N
84. preventer and F D C deleted from meter vault A301 indicates a 10 high dock door that extends out into the building area that detail is correct a sprinkler head would be required beneath the door Most dock doors are vertical lift and don t extend out into the building Doors could go up to 18 0 and extend out 2 3 and wouldn t need head under door Door elevation 05 10 x10 doors are to be high lift to 13 A F F and miss the fan at each louver The sprinkler contractor is to design the system to meet the code Do pipe bollards on the interior of the building have to be galvanized See Addendum No 2 answer to Question 29 Question 110 Answer 110 Question 111 Answer 111 Question 112 Answer 112 Question 113 Answer 113 Question 114 Answer 114 Question 115 Answer 115 Question 116 Answer 116 Question 117 Answer 117 Question 118 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 21 of 22 Can we get a more detailed drawing of the low roof areas Also will 147 4 angle be required as a pour stop around the perimeter of the concrete See sheets M201 and M202 Yes provide an edge angle for concrete pour The drawings label the fencing on the interior of the building as architectural chain link fence Is this the same as woven wire mesh partition systems Yes Details 1 amp 2 on A502 depict elevation f
85. rk in conjunction with induction floor loops but no direct reference to the requirement of providing induction floor loops with the doors Are induction floor loops required for activation of the doors No activation with card reader system The building appears to be sprinkled but no Tampers or Flows are indicated on the drawings please confirm no Tampers or Flow devices are required See Addendum No 2 Item No 3 Plan Sheets Base Bid Plan Sheets FA100 and FA101 Section 16721 2 2c Duct Detector Please confirm no duct detectors are required for this project the specifications appear to call for them but none shown on the drawings please confirm See Addendum No 2 Item No 3 Plan Sheets Base Bid Plan Sheets FA100 and FA101 Duct detectors are required Is the new fire alarm panel required to monitor the motorized dampers shown on sheets M101 thru M302 please confirm Yes see Addendum No 2 ltem No 3 Plan Sheets Base Bid Plan Sheets FA100 and 101 Question 103 Answer 103 Question 104 Answer 104 Question 105 Answer 105 Question 106 Answer 106 Question 107 Answer 107 Question 108 Answer 108 Question 109 Answer 109 Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 20 of 22 Outside of the Access Control system is the new fire alarm panel required to interface with any other systems ple
86. s See ltem No 3 Plan Sheet Base Bid in this addendum Sheet C402 shows a Masonry Dumpster enclosure There are no masonry specifications in the bid documents Can these please be issued by Addendum See No 2 Specifications Volume 2 of 2 Technical Provisions in this addendum 08340 Who is responsible for all wiring of these doors From disconnect to the control panel and components The General Contractor coordinates all trades 08332 Who is responsible for providing the 460 3 ph Disconnect The General Contractor coordinates all trades 08332 Who is responsible for wiring from the disconnect to the motor and components The General Contractor coordinates all trades 08332 2 02 B Indicates Hot Dip Galvanized Frame Drawing A 404 Detail FD18 Illustrates 3 8 Bent Plate Jamb this be changed to 7 Hot Dipped Galvanized Jamb Yes be changed to 4 hot dipped galvanized jamb 08332 2 06 D Specifies Stainless Steel Guides with Wool Pile available in Aluminum Extrusions Please Clarify This is only Provide aluminum extrusion guides 08332 2 06 G 3 Is this a Indication of a NEMA 4 Requirement for this operator 2 05 A 2 specifies NEMA ICS 1 Please clarify Provide NEMA 1 08313 Drawings Indicate Lexan Window Typical Please provide specification ie are the windows Insulated Is Plexiglass Acrylic acceptable Windows are insulated type Yes Plexiglass acrylic windows are
87. tained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17710 8 SLOG P Airports Clients IAA Indianapolis 20094320 IAA Belly Cargo GSE Facility Drawings Production Plans Package 2 Site Development Building Addendum No 4MAI2 BCGF PLAN SLOG dwg November 12 2009 10 33 01 AM cmabus File Name Modified By PROJECT NORTH
88. the system was inspected and ready for shipment Staging All system assemblies shall be tested as a complete unit set up as closely as possible to the parameters specified herein If any problem occurs corrective action shall be taken and the system retested COMMISSIONING AND TEST Commissioning Test shall follow the requirements in this Section In addition Contractor shall l Hardware Verification a PBX Functionality 1 Verify full hardware functionality no alarms 2 Verify hardware redundancy features b Line Interface Verification 1 Verify system switch paths are functional 2 Verify interconnects to field equipment 2 Software Functionality a System Functions 1 Verify system database functionality 2 Verify system redundancy features 3 Verify alarm reporting functionality 3 Circuit Operation a Landline circuits 1 Verify outbound call operation 2 Verify inbound call operation 3 Verify conferencing operation 4 Verify far end disconnect detection REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11
89. ting 1 After installing cable trays and after electrical circuitry has been energized test for compliance with requirements 2 Perform the following visual and mechanical inspections a Visually inspect each cable tray joint and each ground connection for mechanical continuity 3 Report results in writing CONNECTIONS Tighten electrical connectors and terminals according to manufacturers published torque tightening values If manufacturer s torque values are not indicated use those specified in UL 486A and UL 486B TESTING Test cable trays to ensure electrical continuity of bonding and grounding connections Ensure compliance with specified maximum ground resistance Refer to NFPA 70B Chapter 18 for testing and test methods PROTECTION Provide final protection and maintain conditions in a manner acceptable to manufacturer and installer that ensure cable tray is without damage or deterioration at time of Substantial Completion 1 Repair damage to galvanized finishes with zinc rich paint recommended by cable tray manufacturer 2 Repair damage to PVC or paint finishes with matching touchup coating recommended by cable tray manufacturer END OF SECTION 17139 REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in c
90. ude accommodation for two 1 meters The water meters will be provided and installed by the Indianapolis Water Company All other components shown shall be provided and installed by the Contractor ITEM NO 2 SPECIFICATIONS VOLUME 2 OF 2 TECHNICAL PROVISIONS Table of Contents Delete Table of Contents issued with bid documents Insert Revised Table of Contents dated 11 16 09 attached Section 03450 Plant Precast Architectural Concrete Delete Paragraph 1 04 A 6 Insert Revised Paragraph 1 04 A 6 as follows Color and finish to match adjacent facility Copy of design mix used for facility is attached Section 04100 Mortar Insert New Section 04100 dated 11 16 09 attached Section 04150 Masonry Reinforcement and Accessories Insert New Section 04150 dated 11 16 09 attached Section 04210 Concrete Masonry Insert New Section 04210 dated 11 16 09 attached Section 06410 Interior Architectural Woodwork Delete Paragraph 2 01 in its entirety Insert Revised Paragraph 2 01 A as follows A Available Fabricators Subject to compliance with requirements fabricators offering interior architectural woodwork that may be Addendum No 4 Indianapolis International Airport Belly Cargo GSE Maintenance Building November 16 2009 Page 5 of 22 incorporated into the Work include but are not limited to the following 1 Alex Wilson Carpentry 2 Fischer Woodcraft Inc
91. under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04150 2 SECTION 04210 CONCRETE MASONRY PART 1 GENERAL 1 01 1 02 1 03 1 04 1 05 1 06 SPECIAL REQUIREMENTS A Work specified in this section shall conform to provisions of the Contract Documents included or referred to or both in the Project Manual WORK INCLUDED A Where indicated on drawings or as required or both provide CMU walls Colored Split Faced CMU amp Lintel CMU amp Smooth CMU Bullnosed Stool CMU Solid CMU Reinforcement and Accessories as specified herein Masonry walls to have or support 1 Height to Width Reinforcement per UBC 2 Special Loading Requirements Horizontal and Vertical 3 Lateral Wind Load RELATED WORK SPECIFIED ELSEWHERE A Mortar Section 04100 B Masonry Reinforcement and Accessories Section 04150 C Miscellaneous Metals Section 05500 D Sealants and Caulking Section 07920 REQUIREMENTS OF REGULATORY AGENCIES A Concrete masonry materials and installation thereof shall meet or exceed requirements of applicable State and local building codes ENVIRONMENTAL CONDITIONS A Do not lay concrete masonry when ambient temperature is less than 40 F unless cold weather requirements as described hereinafter are met PRODUCT HANDLING A Shipping and Delivery Concrete masonry units shall be shipped to the project site under cover so that when delivered they will be dry
92. used to connect telephone outlets with PBX equipment FACTORY ACCEPTANCE TEST Burn In System assemblies shall be burned in for a minimum of forty 40 hours Burn In includes cycling the power in addition to running the system continuously During this time all assemblies shall be monitored for any failures that may occur The failures shall be corrected and the placed back in the system for burn in REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 17710 6 2 5 Final Test Final Test shall be performed by following a written test procedure and checklist As each Test is completed a technician shall sign the checklist indicating that the test was performed and that the test passed or failed If a major failure occurs the technician shall make a note of the failure and the corrective action taken Just prior to shipment a final inspection of the system shall be made by an inspector to ensure that all tests have been performed and that the system is ready for shipment The inspector shall sign a Final Inspection Checklist indicating that
93. xing machines and boxes thoroughly after each batch B Retempering Mortar that has stiffened because of evaporation of moisture may be retempered by adding water to restore desired workability as long as addition of water does not affect strength of mortar Work such additional water into mortar until no evidence of excessive moisture occurs Discard mortar that has stiffened beyond point of retempering Furthermore discard mortar not used within 2 hours after initial mixing C Tuckpointing Where tuckpointing is required prepare mortar for such use as follows 1 Mix mortar materials with just sufficient water to produce semi dry mixture 2 Allow semi dry mixture to stand untouched for 1 to 2 hours and 3 Add water and retemper to desired workability without affecting mortar strength END OF SECTION REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in a confidential manner to prevent compromising civil aviation security Unauthorized duplication or release may result in civil penalty or other action For U S government agencies public availability to be determined under 49 U S C 114 Return to IAA after use Revised Per Addendum No 4 Dated 11 16 09 04100 3 THIS PAGE INTENTIONALLY LEFT BLANK REPRODUCTION WARNING This document contains sensitive security documentation The information contained in this document must be maintained in
94. ystem components and key sheets related to assignments The Contractor shall supply a complete list of major components showing a description and location for each component at cut over e g number of lines and memory cards cable numbers station numbers and location of each telephone set etc A complete technical and maintenance manual for the VoIP switching system switching system components telephones and any other installed system equipment shall be supplied This must include to the extent necessary maintenance and administration of the system documents necessary to enable personnel who have been properly trained to operate all systems and to change feature assignments and software parameters without assistance from the contractor shall be supplied This includes a complete listing of all software parameters of the system A system user manual including information and instructions for day to day use and management of the system shall be supplied End user manuals for each telephone station installed including information and instructions for day to day use of the system shall be supplied by owner Proposed products and equipment list to include name of manufacturer trade name model number related section number specification paragraph numbers and reference standards for each listed product shall be supplied All major second tier sub contractors shall also be noted on the list Commissioning Plan The Co

ADDENDUM NO. 4 - Indianapolis International Airport

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