CITY OF TAMPA
CONTRACT ADMINISTRATION DEPARTMENT
Bob Buckhorn, Mayor
David L. Vaughn, AIA, Director
ADDENDUM NO. 4
DATE: February 14, 2013
CONTRACT 13-C-00005; ROY JENKINS POOL RENOVATIONS
Bidders on the above referenced project are hereby notified that the following addendum is made
to the Contract Documents. BIDS TO BE SUBMITTED SHALL CONFORM TO THIS NOTICE.
Item 1.
Specifications, Section 013591 – Historic Treatment Procedures: CLARIFICATION that the
“original plaster finish/material” has not been pre-determined, but assume it’s lime cement
plaster to be restored to the “original” finish (the Contractor shall determine what’s the “original”
plaster finish and material, and obtain approval prior to proceeding with corrective work); also, a
light sand-blasting of the exterior may be utilized (obtain approval prior to proceeding) to expose
areas in need of repair, and make necessary repairs in accordance with the restoration plan,
thereby matching new plaster to what is determined to be “original” and blend-in new for a
uniform appearance. On-site City Representative and Architectural Review Commission
representative shall be consulted during this process to determine the best course of action.
Item 2.
Specifications, Section 017300 – Execution, paragraph 1.4.D: DELETE last 2 sentences, since
LEED is not applicable to this project.
Item 3.
Specifications, Section 071113 – Bituminous Dampproofing: DELETE entire section.
Item 4.
Specifications, Section 081113 – Hollow Metal Doors and Frames, paragraph 2.7.C: CHANGE
from “factory finish” to “field painted” doors and frames.
Item 5.
Specifications, Section 087100 – Door Hardware, Hardware Sets: DELETE Door No. 116 from
Hardware Set No. 4.2, and ADD Door No. 126; also, CHANGE Door No. 131 to read Door No.
131B in Hardware Set No. 4.5; also, DELETE Overhead Stops from Hardware Set No. 6.1, and
ADD “1 Closer / DC6000-A3 / M75 / 689 / CR”.
Item 6.
Specifications, Section 101400 – Signage: CLARIFICATION that referenced Section does not
apply to pool signs (refer to Sheet No. SP1.0 for pool sign specifications) or the Message
Center shown in 4/A1.0.
Item 7.
Specifications, Section 142400 - Hydraulic Elevator, paragraph 2.1: REPLACE the heading
“Prequalified Elevator Contractors” to read “Elevator Contractors shall be subject to compliance
with the requirements herein, and are not limited to the following:”.
306 E. Jackson Street, 4N • Tampa, Florida 33602 • (813) 274-8456 • FAX: (813) 274-8080
Page 2 of 4
13-C-00005; Roy Jenkins Pool Renovations
Addendum No. 4
February 14, 2013
Item 8.
Drawings, Sheet No’s. C1.2 – Site Plan and C2.0 – Grading and Drainage: CHANGE quantity
of new and existing metal fence required along Columbia Drive to be as shown and required on
Sheet No. A1.0 – Architectural Site Plan; also, CLARIFICATION that concrete pad at dumpster
enclosure shall be 6-inches thick 4,000 PSI concrete with fibermesh reinforcement.
Item 9.
Drawings, Sheet No. L1.2 – Landscape Plan, Typical Shell Walkway: PROVIDE weed barrier
equal to DeWitt Weed-Barrier PRO (3 ounce/black fabric) as manufactured by the DeWitt
Company.
Item 10. Drawings, Sheet No. A0.1 – Reference Sheet, 1/A0.1 - Stucco Repair: DELETE reference to
microscopic analysis in the Color & Tint of Repairs paragraph; also, DELETE the word “sealed”
in the Final Coating & Sealants paragraph; also, CLARIFICATION regarding the Preservation
Plan, the Contractor will be responsible for reasonable assessments of the existing stucco and
causes of deterioration, in collaboration with the City’s On-site Representative and the Architect;
also, CLARIFICATION that the entire exterior of the building, including but not limited to the
underside of the tile/roof decking, shall be cleaned, primed and painted.
Item 11. Drawings, Sheet No. A1.0 – Architectural Site Plan: REVISE location of gate adjacent to ADA
parking space as modified by 1/SD-4(1) Supplemental Drawing SD-4(1) included herewith.
Item 12. Drawings, Sheet No’s.A2.1 – Floor Plans and A3.1 – Floor Finish Plans, Room Finish Schedule:
CLARIFICATION that where “Sealed Concrete” is noted, PROVIDE a high performance
polyester water based urethane coating similar to “ArmorSeal 1K Water Based Urethane Floor
Enamel” as manufactured by The Sherwin-Williams Company, or approved equal; also,
PROVIDE wall surface with veneer plaster prior to scheduled finish (paint) in Corridor 101, 106,
and 115 as shown on 1/SD-4(3) Supplemental Drawing SD-4(3) included herewith.
Item 13. Drawings, Sheet No. A4.1 – Opening Schedule & Details, Window Schedule, Tag No’s. 04, 06,
07, and 08: CHANGE material from “aluminum” to read “stainless steel”.
Item 14. Drawings, Sheet No. A5.1 – Exterior Elevations, Detail 6/A5.1: CLARIFICATION regarding the
condition of the existing light poles, the Contractor shall assume they can be reused; however,
surface rust shall be removed and the poles repainted. The top of the poles may need to be
modified to accept the new light fixture bracket and additional metal strapping may be needed
for structural support. The new custom fabricated metal light fixture bracket is approximately
4-feet high, and is to be constructed of round steel tube with powder-coated paint finish (intent is
to match those shown in historical photos). The final detail for attaching the bracket to existing
poles will be determined by the Architect once the Contractor exposes the bracket-to-pole
connection.
Item 15. Drawings, Sheet No. A5.1 – Exterior Elevations, Detail 8/A5.1: CHANGE laminated glass to
read “1/4” thick tempered clear glass with polished edges”.
Item 16. Drawings, Sheet No. A6.1 – Building Sections & Details: Detail 8/A6.1 – Typical Guardrail,
CHANGE guardrail post size from 4-3/4” to read 5” square (standard size); also, Sections 3, 4,
and 6, CLARIFICATION that all exposed walls, beams, etc., of stairways between the 1st Floor
and 2nd Level/Pool Deck shall receive a parge coat of cement plaster and be painted.
Page 3 of 4
13-C-00005; Roy Jenkins Pool Renovations
Addendum No. 4
February 14, 2013
Item 17. Drawings, Sheet No. A6.2 – Sections, Elevator Elevation 7 and 8/A6.2: CLARIFICATION that
the Contractor shall provide the two (2) cast bronze plaques, similar to Metallic Arts, Inc., or
approved equal with black leatherette texture, single line border, blind mount (text and location
to be provided by Owner); also, ADD one (1) cast bronze dedication plaque (similar to the
above plaques, except with minimum 300 characters of text and size: 18” x 18”).
Item 18. Drawings, Sheet No’s A6.2 and A6.3 – Sections: CLARIFICATION that the waterproofing
shown in Sections 2, 3, and 11/A6.2 and 13/A6.3, shall wrap around the new CMU pilasters and
lintels, and concrete beams and columns and slabs, and existing turned up wall (between
existing lower and upper pool decks) with openings where existing louvers are to be removed.
Item 19. Drawings, Sheet No. A6.3 – Sections: ADD Control Joint Detail 1/SD-4(5) as shown on
Supplemental Drawing SD-4(5) included herewith. Locate control joint at transition between
existing upper pool deck and new infill pool deck (align with location of color change in pool
deck coating as shown on 2/A3.1 – Upper Pool Deck Level/Floor Finish).
Item 20. Drawings, Sheet No. A6.3 and SP11.0: CLARIFICATION that Collector Tank access door can
be constructed of an alternate/approved material as long as minimum strength and durability
criteria indicated are met (lid material shall be capable of withstanding a 500-pound point load
anywhere on the lid or 100 PSF, whichever is worse). The tank lid and frame for the deck may
be a plastic material (similar to “Starboard”, as manufactured by “Southwest Plastics”, ph: [727]
423-9092, or approved equal) and DELETE the Kool Deck coating on the access doors.
Item 21. Drawings, Sheet No. A8.1 – Reflected Ceiling Plan, RCP Legend: CHANGE “CP – Cement
Plaster Ceiling” to read “MR – Moisture Resistant Gypsum Board (Painted)”.
Item 22. Drawings, Sheet No. A9.1 – Roof Plan: CLARIFICATION regarding the existing wood decking
at the tile roof areas, any concealed deficiencies shall be brought to the attention of the City’s
On-site Representative for resolution; also, PROVDE self-adhered roofing underlayment at all
existing roofs, equal to “Grace Ultra” as manufactured by W.R. Grace & Company.
Item 23. Drawings, Sheet No. S2.2 – Pool Deck Framing Plan: DELETE joints shown on and in the new
pool shells and provide 4,500 PSI single monolithic shotcrete construction, including providing
isolation of the new pool shells from the existing pool shell with self-adhering isolation
membrane; also, CLARIFICATION that Pool Framing Note 12 includes thickening the slab to be
8-inches thick (minimum 1-foot square area) at the Starting Platform sleeves; also,
CLARIFICATION that Pool Framing Note 13 pertains to the entire perimeter of the existing pool
decking; also, CLARIFICATION that steel framing mentioned in Pool Framing Note 14 shall be
316L stainless steel, unless alternate material is to be used in conjunction with the Collector
Tank access doors (see above item related to Sheet No’s. A6.3 and SP11.0).
Item 24. Drawings, Sheet No. S3.1 – Typical Details: DELETE details shown in 3-152/S3.1; also, refer
to Sheet No. SP8.0 for pool profiles to be used.
Item 25. Drawings, Sheet No. P001 – Plumbing General Notes and Legend, Electric Water Heater
Schedule: REVISE Model Number below photo adjacent to the Schedule to read “DEN-80-2088KW” to be the same as listed in the Schedule.
Page 4 of 4
13-C-00005; Roy Jenkins Pool Renovations
Addendum No. 4
February 14, 2013
Item 26. Drawings, Sheet No. P102 – Plumbing 1st Floor Plan/Sanitary: CLARIFICATION that the
typical leader from the deck drain (DD-1) shall be 4” diameter piping and extend to the inside
face of exterior wall, then vertically down to just above the floor slab where it will turn 90degrees and penetrate the wall to the exterior, and terminate above a splash block; also, roof
drain (RD-1) shall be routed in a similar manner and terminate above a splash block.
Item 27. Drawings, Sheet No. P202 – Level 2 Floor Plan/Sanitary Piping: In lieu of the deck drain
indicated in Addendum No. 1, Item 15, PROVIDE deck drain indicated as DD-1, equal to Zurn
Industries, LLC, Model No: Z627-C.
Item 28. Drawings, Sheet No. P301 – Plumbing Details: REVISE Detail A/P301 as modified by A/SD4(2) Supplemental Drawing SD-4(2) included herewith.
Item 29. Drawings, Sheet no. E201 – Lighting Plans/Electrical: CLARIFICATION that pool lighting shall
be controlled by Contactor #1 (increase to a 10-pole lighting contactor); also, pool lighting
transformers as specified on Sheet No. SP1.0 shall be mounted adjacent to Panel L3.
Item 30. Drawings, Sheet No. SP1.0 through SP12.0: CLARIFICATION that only specifications related
to the pool are included in the SP drawings.
Item 31. Drawings, Sheet No. SP9.0 – Main Pool Details: CLARIFICATION that the pool finish shall be
an exposed aggregate finish, including Activity Pool (Contractor shall provide Product Data for
Owner/Architect review and approval); also, CLARIFICATION that pool shells (including Activity
Pool) shall be 4,500 PSI monolithic shotcrete construction.
Item 32. Drawings, Sheet No. SP9.0 – Main Pool Details, Gutter Wall and Floor Detail:
CLARIFICATION regarding the pool light and that it should be installed above the elevation of
the existing pool shell and therefore no cutting or repairing of the existing shell should be
required; also, PROVIDE recess in new concrete wall for pool lights and maintain minimum
3-inches of concrete behind the light recess (thicken the wall as needed).
Item 33. Drawings, Sheet No. SP9.0 – Main Pool Details, Floor Return Detain: REVISE Floor Return
Detail as modified by Floor Return Detail/SD-4(3) Supplemental Drawing SD-4(3) included
herewith.
Item 34. Drawings, Sheet No. SP11.0 – Equipment Area Layout, Collector Tank Platform Detail:
CLARIFICATION that note to “paint all exposed plumbing” (located above “Existing Lower Pool
Shell”) refers to all pool related piping exposed to ambient light (natural or artificial), which also
pertains to Sheet No. SP1.0, General Note 25; also, CLARIFICATION to Note 2 (located above
the detail) that the lid material shall be capable of withstanding a 500-pound point load
anywhere on the lid or 100 PSF, whichever is worse.
Item 36. Drawings, Sheet No. SP11.0 – Equipment Area Layout: CLARIFICATION that the equipment
will not need any isolation or check valves (pumps will be able to be isolated with the valves
provided).
All other provisions of the Contract Documents and Specifications not in conflict with this Addendum shall
remain in full force and effect. Questions are to be e-mailed to ContractAdministration@tampagov.net.
Jim Greiner
Jim Greiner, P.E., Contract Management Supervisor
2/13/2013 10:58:59 AM
4
0"
1'
-
6"
5'
-
.
SL
OP
ED
1:2 N TO
0
P
M A A RK
X
ING
3'-0" WIDE X 6'-0" HIGH
GATE
NOTE: SIDEWALK
ELEVATION TO BE FLUSH
WITH PAVEMENT
ELEVATION
1
SD-4 - ENLARGED PLAN @ REAR ENTRY GATE
SCALE: 1/4" = 1'-0"
THE CITY OF TAMPA
ROY JENKINS POOL RENOVATIONS
154 COLUMBIA DRIVE
TAMPA, FL 33606
SAFETY HARBOR OFFICE
195 FOURTH AVENUE NORTH
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 725-8880
FAX (727) 725-3900
TAMPA OFFICE
324 HYDE PARK AVENUE, SUITE 300
TAMPA, FLORIDA 33606
PHONE (813) 251-4400
FAX (813) 251-1994
REGISTRATION NUMBER AA C000123
SARASOTA OFFICE
5967 CATTLEMEN LANE, SUITE 6
SARASOTA, FLORIDA 34232
PHONE (941) 342-9293
FAX (941) 342-9253
SUPPLEMENTAL DRAWING
PROJ. NO.
11003
DATE
02/13/13
SHEET NO.
SD-4 (1)
2/12/2013 11:24:11 AM
THE CITY OF TAMPA
ROY JENKINS POOL RENOVATIONS
154 COLUMBIA DRIVE
TAMPA, FL 33606
SUPPLEMENTAL DRAWING
PROJ. NO.
11003
DATE
02/08/13
SHEET NO.
SD-4(2)
SD-3
(6)
2/13/2013 12:35:49 PM
4
THE CITY OF TAMPA
ROY JENKINS POOL RENOVATIONS
154 COLUMBIA DRIVE
TAMPA, FL 33606
SAFETY HARBOR OFFICE
195 FOURTH AVENUE NORTH
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 725-8880
FAX (727) 725-3900
TAMPA OFFICE
324 HYDE PARK AVENUE, SUITE 300
TAMPA, FLORIDA 33606
PHONE (813) 251-4400
FAX (813) 251-1994
REGISTRATION NUMBER AA C000123
SARASOTA OFFICE
5967 CATTLEMEN LANE, SUITE 6
SARASOTA, FLORIDA 34232
PHONE (941) 342-9293
FAX (941) 342-9253
SUPPLEMENTAL DRAWING
PROJ. NO.
11003
DATE
02/08/13
SHEET NO.
SD-4 (3)
4
1
SD-4 - REVISED WALL FINISH
SCALE: 1/16" = 1'-0"
REGISTRATION NUMBER AA C000123
TAMPA OFFICE
324 HYDE PARK AVENUE, SUITE 300
TAMPA, FLORIDA 33606
PHONE (813) 251-4400
FAX (813) 251-1994
SARASOTA OFFICE
5967 CATTLEMEN LANE, SUITE 6
SARASOTA, FLORIDA 34232
PHONE (941) 342-9293
FAX (941) 342-9253
INDICATES REVISED WALL
FINISH: PROVIDE VENEER
PLASTER PRIOR TO
SCHEDULED FINISH
SAFETY HARBOR OFFICE
195 FOURTH AVENUE NORTH
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 725-8880
FAX (727) 725-3900
4
SUPPLEMENTAL DRAWING
154 COLUMBIA DRIVE
TAMPA, FL 33606
THE CITY OF TAMPA
ROY JENKINS POOL RENOVATIONS
4
2/13/2013 1:18:00 PM
SD-4 (4)
SHEET NO.
DATE
02/08/13
PROJ. NO.
11003
2/13/2013 12:35:50 PM
4
KOOL DECK CONTROL JOINT TO
ALIGN WITH CONTROL JOINT
BELOW
SEALANT
KOOL DECK FINISH
BACKER ROD
NEW CONC SLAB
PROTECTION
COURSE
WAX (BOND BREAKER)
LIQUID, COLD APPLIED
ELASTOMERIC
WATERPROOFING
MEMBRANE
SEALANT
BACKER ROD
CONTROL JOINT
NON-IMPREGNATED FILLER
STRIP
EXISTING POOL
DECK CONC SLAB
1
NEW CONC SLAB
CONTROL JOINT DETAIL
SCALE: 3" = 1'-0"
THE CITY OF TAMPA
ROY JENKINS POOL RENOVATIONS
154 COLUMBIA DRIVE
TAMPA, FL 33606
SAFETY HARBOR OFFICE
195 FOURTH AVENUE NORTH
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 725-8880
FAX (727) 725-3900
TAMPA OFFICE
324 HYDE PARK AVENUE, SUITE 300
TAMPA, FLORIDA 33606
PHONE (813) 251-4400
FAX (813) 251-1994
REGISTRATION NUMBER AA C000123
SARASOTA OFFICE
5967 CATTLEMEN LANE, SUITE 6
SARASOTA, FLORIDA 34232
PHONE (941) 342-9293
FAX (941) 342-9253
SUPPLEMENTAL DRAWING
PROJ. NO.
11003
DATE
02/13/13
SHEET NO.
SD-4 (5)