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1 CITY OF SUNNY <br />ISLES BEACH Can the City provide the asbestos report? YES <br />2 <br />I see this project calls out AB Chance, how would I get approval for the company I <br />represent to use our products? We have all equivalent products and have been in <br />business for 35 yrs. ICC-ES approved design. <br />As indicated on the notes, "...or approved equal…" <br />3 Section 095100 <br />Per the ceiling legend on the RCP, the ACT calls for Armstrong Ultima 9/16" 12" x <br />48" ULTIMA HIGH NRC BEVELED TEGU FINE TEXTURE, but that information is <br />incorrect. Additionally, per the ceiling specifications in Section 095100-3 USG <br />products are specified. Could you please clarify? <br />Armstrong Optima WH 12"x48" thickness: 1" Square Lay-in 15/16. <br />Refer to revised A-103 and Technical Specifications Section 09 51 00 and new <br />Technical Specifications Section 09 51 13 <br />4 <br />Reference the previous question submitted regarding the improper scale on the <br />structural plans; will new properly scaled plans be issued and will additional time <br />be added to the submission date to make up for the lost time with inaccurate <br />scaled plans? <br />As per the Coordination note on Sheet S-1.0, no dimensions shall be scaled <br />from drawings; written dimensions take precedence. <br />5 S-10 STRUCTURAL S-10 Structural notes indicate helical piles to be 243’. Please clarify.The correct length of pile shall be 24', per the geotechnical report. <br />6 S-5.0 STRUCTURAL S-5.0 Detail designation “J/S-5” is used twice on the page!One has been eliminated, refer to the revised Sheet S-5.0 <br />7 S-2.0 STRUCTURAL <br />S-2.0 Is it the designer’s intention to have a new “steem wall” on the new GB1 <br />and 2HPC (2) foundations in the center of the new 8” floor slab like the new <br />“steem walls” on the adjacent, existing foundations? <br />The 'Stem' wall is not required at the new GB/Slab. <br />8 S-5.0 STRUCTURAL S-5.0 Detail F/S-5 are there to be dowels at the existing to new slab joint? If yes, <br />please specify size and spacing.No dowels required at that location. <br />9 S-4.0 STRUCTURAL S-4.0 Detail C/S4.0 what is the OC spacing and the dowel spec?Refer to revised foundation plan Sheet S-2.0 and section C/S-4.0 <br />10 <br />11 S-5.0 STRUCTURAL S-5.0 Detail J/S-5 (for the low wall) please clarify that the dowels will be at 12” <br />top and 24” bottom.Detail is correct; #5@12"/T, #5@24"/B <br />12 S-3.0 STRUCTURAL S-3.0 vs. A-104 Please clarify new /existing roof to remain. <br />New Roof above addition footprint. New Roofing membrane over existing <br />substructure near RTU units. Existing roof and membrance to remain - shaded <br />gray. <br />13 S-2.0 & A-600 STRUCTURAL S-2.0, A-600 finish schedule: Does future tenant area receive the 2-1/2” topping?Yes. <br />14 S-4.0 STRUCTURAL S-4.0 Detail C1/S4 reference to 6” concrete infill by PMM. Please clarify <br />reference.Refer to revised section C1/S-4.0. <br />15 A-101, A-101.1, A- <br />101.2, & A-102 ARCHITECTURE A-101, 101.1, 101.2, 102: what do the hatched areas at the doorways represent? <br />Refer to revised legend found in A-101, A-101.1, A-101.2 with new hatch and <br />note stating: Maneuvering clearances at doorways without doors or gates, <br />manual sliding door, and manual folding door, per FBC 2023, Accessibility, 8th <br />Edition, Table 404.2.4.2 <br />16 S-2.0 STRUCTURAL S-2.0 and other S pages show topping to be 2-1/2”. Details T-1, T-2, T-3 / A-701 <br />shows 2.4”. Please clarify.Topping is 2.5" <br />17 ARCHITECTURE <br />Flooring specialty subcontractors’ comment that 2-1/2” of the specified L&M <br />Emerytop 400 material will be extremely expensive in material cost. Please <br />confirm this specification. <br />Specification confirmed as stated in Tech Specification 03 53 00 Concrete Floor <br />Toppings. GC may submit similar approved item for AOR/EOR to review. <br />Question <br />NO.SHEET PAGE RFI <br />Bid Set Documents - RFIs <br />GC DISCIPLINE RESPONSES <br />Project: 21-1011 Sunny Isles Building Department Annex <br />QUESTIONS AND ANSWERS <br />DATE: February 18, 2025 <br />ADDENDUM NO.1 INVITATION TO BID 25-01-01 CITY ANNEX BUILDING CONSTRUCTION RENOVATIONSTO: ALL PLANHOLDERS