PROJECT: BIRMINGHAM INTERMODAL FACILITY PHASE 2 BID PACKAGE 1

Transcription

1 GIATTINA AYOK ARHITETURE STUIO, IN. 827 ST AVENUE NORTH, SUITE 00 P. O. OX IRMINGHAM, ALAAMA / AENUM NO. PROJET: IRMINGHAM INTERMOAL FAILITY PHASE 2 I PAKAGE GA STUIO NO.: 786 ATE: AUGUST 2, 203 TO: IERS Acknowledge receipt of this Addendum by inserting its number in the Proposal Form. Failure to do so may subject idder to disqualification. This Addendum forms a part of the ontract ocuments and modifies them as follows: PROJET MANUAL. The qualified bidders list is amended to include The Pennington Group per revised attachment. 2. Section Temporary Facilities and ontrols a. Refer to 2., A, and add: e. Gate posts: 4 diameter. f. Gate 2 3/8 O pipe construction with angled bracing. b. Refer to 2., A. elete item 3 regarding opaque mesh. RAWINGS Sheet A-003. Remove new curb and gutters from demolition plan. New work for Site will be shown on A Extend construction fencing to east side of 6 th Street. Sheet A-004. elete future footings/rammed aggregate pier foundations for this site. 2. Adjust line of work to include Amtrak mechanical room and adjacent corridor. Sheet A-006. elete east concrete drive and replace with concrete curb and gutter. 2. Enlarge west concrete drive. 3. Add General Note #6. Sheet A-02. Add drawings A, A2 and related door elevations for work in the Amtrak mechanical room for the temporary entrance. GA# 786 AENUM NO. PAGE of 2

2 Sheet S-200. Adjust top of pier elevations. 2. elete future footings/rammed aggregate pier foundations for this site. Sheet S-20. Adjust future footing dimensions. 2. Add future footing between column lines & and 9&20. Sheet M-0. Refer to new sheet for mechanical demolition and new work in the Amtrak mechanical room for temporary entrance. Sheet E-02. Added circuit #3 for corridor/mechanical room lights to load center L-A. 2. Added 30A, 2 pole circuit breaker for EUH-, circuit# 4,5. Sheet E-303. Added ard Reader to temporary us Terminal. 2. Revised lighting and panel locations for temporary Amtrak entrance, Added EUH-. Sheet elete east concrete drive and replace with concrete curb and gutter. 2. Enlarge west concrete drive. Sheet Adjust grading as shown. uilding esign Reference rawings, Set, Sheet A-0. Revised building plan and dimensions. Attachments: Qualified idders List dated 8/2/3 Sheet A-003 Sheet A-004 Sheet A-006 Sheet A-02 Sheet S-200 Sheet S-20 Sheet M-0 Sheet E-02 Sheet E-303 Sheet -303 Sheet -403 uilding esign Reference rawings, Set, Sheet A-0 GA# 786 AENUM NO. PAGE 2 of 2

3 IRMINGHAM INTERMOAL FAILITY PHASE 2 I PAKAGE QUALIFIE IERS 2-Aug-3 ompany Name first name last name Phone General ontractor ritt emolition Taylor ritt (256) brittdemolition@gmail.com lements ean Gary ean (205) gdean@clementsdean.com oster onstruction Alan handler (205) achandler@dosterconstruction.com Russo Lance Kitchens (205) lkitchens@russocorp.com Taylor+Miree onstruction, Inc. Wesley Taylor (205) wes@taylor-miree.com The Pennington Group, Inc orey Weaver (205) corey@thepennington-group.com

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8 Attached Xrefs: F:\PROJETS\02\STRU\GA 42x30 R.dwg Attached Image Files: F:\PROJETS\02\STRU\SITE A.jpg F:\PROJETS\02\STRU\troy\A_786_I_UILING_203-URRENTLogo-HiRes-3568.jpg F:\PROJETS\02\STRU\troy\A_786_I_UILING_203-NALogo_Stackedb&w jpg F:\PROJETS\02\STRU\ATM SEAL.jpg G F E A A.5 44'-6" 8'-6" 5'-0" 7'-2" 0 /2" 9'- /4" 9'- /4" " 7" 8'-3" 7'-6" 8'-0" 43'-2" 8'-0" 43'-2" 8'-0" 39'-" 2'-8" 8'-6" 2'-7" 2'-7" 8'-0" 2'-7" 2'-7" 8'-0" 2'-7" 9'-7" 0'-0" 0 /2" 6'-7 /2" '-7 /2" 4'-" P36 P36 P36 P36 TP = TP = TP = '-3" TP = P48 2'-2" 7'-3" 5'-0" TP = '-4" TP = TP = TP = P42 TP = TP = P42 '-5 /2" 4 TP = P P42 TP = '-4" TP = TP = P42 TP = '-" '-5 /2".4 TP = TP = TP = '-6" 8'-6" 5'-0" 2'-0" 3'-5" " 9'- /2" 0 /2" P36 TP = P36 TP = TP = '-6" 4'-0" 4'-0" KEY PLAN NTS A A. A.2 A.5 IRMINGHAM INTERMOAL I PAKAGE ITY OF IRMINGHAM IRMINGHAM ALAAMA GA PROJET # STAMP NOTES & LEGENS 786 GIATTINA AYOK ARHITETURE STUIO IN. 827 FIRST AVENUE NORTH, SUITE 00 IRMINGHAM, AL PO OX AL P: FAX: GASTUIO.OM REVISIONS & PREVIOUS RAWING SETS Rev # escription ate A # 08/2/203 6'-5" 7'-7" TP = TP = TP = TP = TP = TP = TP = TP = P36 TP = TP = TP = TP = TP = TP = '-0" '-4" TP = TP = TP = TP = TP = '-9" SITE A - INTERMOAL FAILITY FOUNATION PLAN 3/32" = '-0" NOTE:. ALL ONTINUOUS FOOTINGS, GRAE EAMS AN PILE APS SHOWN WILL E INSTALLE UNER A FUTURE ONTRAT. RILLE PIER SHEULE PIER AP REINFORING MARK IA. (IN.) SOKET (FT.) LOA (KIPS) REMARKS SIZE EPTH REINF. VERT. TIES #7 #3@4" O a 3'-0"x3'-0" 2'-0" #7 #3@4" O GRAPHI SALES: b 5'-6"x3'-0" 3'-0" #7 #3@4" O c 8'-7"x7'-3" 3'-0" #7 #3@4" O d 3'-8"x3'-8" 2'-0" #7 #3@4" O P #8 #3@6" O P42 3'-6"x3'-6" 2'-0" #8 #3@8" O P48 4'-0"x4'-0" 3'-0" #8 #3@8" O P48a 6'-4"x4'-0" 3'-0" #8 #3@8" O URRENT RAWING SET I PAKAGE A P(205) F(205) engineers, inc. rawing File: F:\PROJETS\02\STRU\02-FOUNATION-.dwg escription 08/02/203 Issue ate SHEET SITE A - INTERMOAL FAILITY FOUNATION PLAN S-200 8/3/3 :57pm

9 Attached Xrefs: F:\PROJETS\02\STRU\GA 42x30 R.dwg Attached Image Files: F:\PROJETS\02\STRU\SITE.jpg F:\PROJETS\02\STRU\troy\A_786_I_UILING_203-URRENTLogo-HiRes-3568.jpg F:\PROJETS\02\STRU\troy\A_786_I_UILING_203-NALogo_Stackedb&w jpg F:\PROJETS\02\STRU\ATM SEAL.jpg G F E '-0" 25'-0" 25'-0" 35'-0" 25'-0" 25'-0" 25'-0" 25'-0" 24'-0" 24'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 45'-0" 4'-8" 35'-4" 25'-0" 5'-0 3/4" 5'-0 3/4" 6'-3" 24'-9" 4'-9 3/4" 4'-9 3/4" 5'-6 /2" 5'-6 3/4" 0 /2" 4'-0 /2" 8'-4" 5'-3 /2" 2'-2" 5'-7" 5'-7" 6'- /2" 3'-6" 4'-6 /2" 2'-4 /2" 2'-5 /2" 2'-0" 2'-0" 3'-6" SITE - NEW JTA FAILITY FOUNATION PLAN /6" = '-0" NOTES:. TOP OF FOOTING ELEV UNLESS NOTE THUSLY (59.7) 2. ALL ONTINUOUS FOOTINGS ARE '-0" THIK. 3. ALL ONTINUOUS & INIVIUAL FOOTINGS SHOWN WILL E INSTALLE UNER A FUTURE ONTRAT. THE ENTER LINES OF ONTINUOUS FOOTINGS ARE LOATE TO PROVIE A REFERENE FOR LOATING AGGREGATE PIERS. FOOTING SHEULE MARK SIZE: WxLxT 6'-6"x4'-0"x8" 7'-0"x7'-0"x8" F '-0"x8'-0"x24" '-6" '-6" 5'-0" 5'-6 3/4" 5'-6 3/4" '-0 /4" 5'-0" 5'-3 3/4" 6'-8 3/4" 5'-2 /2" 8'- /4" 8'-4 3/4" 8'-8 3/4" 4'-" 2'-9 5/8" 7'- /2" 5'-7" 4'-" 3'-2 7/8" 2'-3" 3'-4" '-8" F29.0 (59.7) '-0" 23'-0 5/8" 5'- 3/8" 6'-6" TP = '-4 /2" 7'-5 3/4" 3'-9" 6'-6" 32'-3" 32'-3 /4" KEY PLAN NTS IRMINGHAM INTERMOAL I PAKAGE ITY OF IRMINGHAM IRMINGHAM ALAAMA GA PROJET # STAMP NOTES & LEGENS 786 GIATTINA AYOK ARHITETURE STUIO IN. 827 FIRST AVENUE NORTH, SUITE 00 IRMINGHAM, AL PO OX AL P: FAX: GASTUIO.OM REVISIONS & PREVIOUS RAWING SETS Rev # escription ate A # 08/2/203 GRAPHI SALES: URRENT RAWING SET I PAKAGE escription A engineers, inc. 08/02/203 Issue ate SHEET SITE NEW JTA FAILITY FOUNATION PLAN P(205) F(205) S-20 rawing File: F:\PROJETS\02\STRU\02-FOUNATION-JTA.dwg 8/9/3 0:4am

10 IRMINGHAM INTERMOAL I PAKAGE ITY OF IRMINGHAM F IRMINGHAM, ALAAMA GA PROJET # 786 GIATTINA AYOK ARHITETURE STUIO IN. 827 FIRST AVENUE NORTH, SUITE 00 IRMINGHAM, AL PO OX AL P: FAX: GASTUIO.OM E A L REG I A S T A M A ERE No PROFESSIONAL E N G I N E E R STAMP: AMTRAK MEH. ROOM FLOOR PALN M MEHANIAL /4"='-0" REVISIONS & PREVIOUS RAWING SETS: Rev No escription ate ELETRI UNIT HEATER MARK AREA SERVE TYPE FAN MOTOR HP AIRFLOW FM KW ESIGN ASIS REMARKS GRAPHI SALES: URRENT RAWING SET: I PAKAGE A ESRIPTION 08/02/203 ISSUE ATE SHEET: AMTRAK TEMP ENTRANE - MEH M-0 5/2/203 9:43:09 AM

11 PANEL LOA SUMMARY Panel: PPL- Equipment LIGHT RPT O/M SIZE IRUIT # PHASE A PHASE IRUIT # SIZE LIGHT RPT O/M Equipment / SPAE TRAILER PANEL #A 00/ / SPAE / SPAE TRAILER PANEL # / / SPAE / SPAE TRAILER PANEL # / / SPAE / SPAE TRAILER PANEL # 00/ / SPAE / SPAE POLE LIGHTS 90 20/ / SPAE / SPAE POLE LIGHTS 20/ / SPAE ANOPY LIGHTS / / SPAE ANOPY LIGHTS / / SPAE ANOPY LIGHTS / / SPAE LIGHTING ONTATOR / / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE Sub-Total Sub-Total TOTAL ONNETE LOA PER PHASE EMAN LOA (VA) WIRE SIZE ALULATIONS ENLOSURE NEMA 3R EMAN LARGEST PHASE EMAN 32.3 KVA MOUNTING SURFAE Phase A Phase Phase A Phase LOA TYPE FATOR NO. OF PHASES 2.00 MAIN TYPE M LIGHTING EMAN LOA 64.6 KVA SIZE 400A REEPTALES * SPARE 9.69 KVA FEE THRU NO MOTORS/OTHER TOTAL EMAN LOA 74.3 KVA FEE OTTOM TOTAL SUPPLY VOLTAGE V US RATING SERVIE RATE 400A YES TOTAL ONNETE LIGHTING LOA.36 KVA EMAN AMPS AMPS MIN FULL UIP KAI RATING TOTAL ONNETE REEPTALE LOA 2.40 KVA TYPE NQO TOTAL ONNETE MOTOR/OTHER LOA KVA MINIMUM T AMPS AMPS MANUFATURER SQUARE TOTAL ONNETE LOA KVA OTHER TVSS * iversified per NE Table VOLTS 20/ 240 V Phase, 3 Wire & Grd us ar PANEL LOA SUMMARY Panel: L-A Equipment LIGHT RPT O/M SIZE IRUIT # PHASE A PHASE IRUIT # SIZE LIGHT RPT O/M Equipment ENTRANE ANOPY LIGHTS / / SPAE LIGHTING ONTATOR A / / SPAE ORRIOR/ELE RM LIGHTS / / SPAE EUH /2 * / SPAE / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE SPARE 20/ / SPAE Sub-Total Sub-Total TOTAL ONNETE LOA PER PHASE EMAN LOA (VA) WIRE SIZE ALULATIONS ENLOSURE NEMA EMAN LARGEST PHASE EMAN 2.40 KVA MOUNTING SURFAE Phase A Phase Phase A Phase LOA TYPE FATOR NO. OF PHASES 2.00 MAIN TYPE ML LIGHTING EMAN LOA 4.80 KVA SIZE 60A REEPTALES * SPARE KVA FEE THRU NO MOTORS/OTHER TOTAL EMAN LOA 6.00 KVA FEE TOP TOTAL SUPPLY VOLTAGE V US RATING SERVIE RATE 25A NO TOTAL ONNETE LIGHTING LOA TOTAL ONNETE REEPTALE LOA TOTAL ONNETE MOTOR/OTHER LOA TOTAL ONNETE LOA * iversified per NE Table * HAR TYPE IRUIT REAKER 0.90 KVA EMAN AMPS AMPS MIN FULL UIP KAI RATING Y APO 0.00 KVA TYPE LOA ENTER 3.20 KVA MINIMUM T AMPS AMPS MANUFATURER SQUARE 4.0 KVA OTHER VOLTS 20/ 208 V Phase, 3 Wire & Equipment & Isolated Grd us ar

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15 JTA US STATION SET +8 /2" +8 /2" +8 /2" +8 /2" EXPANSION JOINT +2 3/4" +8 /2" +8 /2" +8 /2" +8 /2" +2 3/4" 34'- /2" 34'-5 3/8" 34'-5 3/8" 34'-5 3/8" 34'-5 3/8" 34'-5 3/8" 34'-5 3/8" 34'-5 3/8" 6TH 7TH 8TH 9TH F SITE SITE SITE A ITY OF IRMINGHAM IRMINGHAM ALAAMA NA PROJET # GA PROJET # 786-PH2 KEY PLAN NTS GIATTINA AYOK ARHITETURE STUIO IN. 827 FIRST AVENUE NORTH, SUITE 00 IRMINGHAM, AL PO OX AL P: FAX: GASTUIO.OM E +8 /2" R /2" R /2" R /2" +8 /2" R.. +0 R.. +0 R.. +0 R.. +0 R /2" +8 /2" +8 /2" +8 /2" +8 /2" +8 /2" +8 /2" 8 /2"+ NOT FOR ONSTRUTION SINGLE-PLY MEMRANE ROOFING +2 3/4" STAMP: PLAN /6" = '-0" A JTA T.O. ROOF 560'-0 /8" E.O. ROOF AOVE L L L L L L L 69'-" L /4:2 /4:2 /4:2 R.. +0 /4:2 /4:2 /4:2 /4:2 /4:2 R.. +0 /4:2 /4:2 /4:2 R.. +0 /4:2 /4:2 /4:2 /4:2 /4:2 /4:2 /4:2 R.. +0 R.. +0 /4:2 /4:2 OPEN TO ELOW /4:2 /4:2 R.. +0 /4:2 /4:2 REVISIONS & PREVIOUS RAWING SETS: Rev No escription ate SETION /6" = '-0" A-02 A LOWER ROOF PLAN A-302 A-05 3 A A-30 A-302 A-04 4 A-30 A '-0 /8" KEY PLAN: 50'-0" 25'-0" 25'-0" 35'-0" 25'-0" 25'-0" 25'-0" 25'-0" 24'-0" 24'-0" 25'-0" 25'-0" 50'-0" 25'-0" 5'-6" 25'-0" 4'-6" 40'-0" 65'-0 /8" 43'-9 /8" 6'-2 7/8" 24'-0 /8" 7/8" 3'-4 /2" 9" 22'-0" 3'-0" 2'-0" STEEL OLLAR TYP. 3'-0 /4" 5'-0" 0'-0" 9'-0 /4" E.O. ROOF AOVE A 8'-0" 32'-3" 8'-0" PLAN /6" = '-0" A-0 REAK RM 30 FFE: E.O. ROOF AOVE 43'-9 /8" 3'-" REAK ROOM UILING 0 OVERALL FLOOR PLAN TOILET 302 ELE '-0 7/8" OUTOOR WAITING AREA 5'-6 /4" 2'-3 /8" 5'-5 5/8" MEH. 23 W TOILET 2 MEN TOILET 22 JAN. 20 INTERIOR WAITING AREA '-3" 5'-6" 25'-0" 5'-5 3/4" TIKETING / WAITING UILING FFE: ORR. 208.S. ESK 207 SE/IT 206.S. MGR 205 LOSET 203 TOILET 204.S. SPVR 202 MEH. 20 0'-0" 4'- /4" 8'-0" 3'- /4" SEATING 0 AFE 02 MEH. 03 4'-0 /2" ELE. 06 4'-7 3/8" W TOILET 04 M TOILET 05 RPZ RM. 07 4'-8 3/8" 22'-7 3/4" 4'-0 7/8" 2 A-302 GRAPHI SALES: URRENT RAWING SET: 50% ONSTRUTION OUMENTS ESRIPTION 08/6/203 ISSUE ATE SHEET: PLAN- FLOOR & ROOF A-0 :\Users\parra\ocuments\005_I_A3_entral_parra.rvt 8/3/203 8:2:56 AM