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Home My WebLink AboutAddendum # 1 City of Sunny Isles Response-RFI Sheet1 CITY OF SUNNY ISLES BEACH Can the City provide the asbestos report? YES 2 I see this project calls out AB Chance, how would I get approval for the company I represent to use our products? We have all equivalent products and have been in business for 35 yrs. ICC-ES approved design. As indicated on the notes, "...or approved equal…" 3 Section 095100 Per the ceiling legend on the RCP, the ACT calls for Armstrong Ultima 9/16" 12" x 48" ULTIMA HIGH NRC BEVELED TEGU FINE TEXTURE, but that information is incorrect. Additionally, per the ceiling specifications in Section 095100-3 USG products are specified. Could you please clarify? Armstrong Optima WH 12"x48" thickness: 1" Square Lay-in 15/16. Refer to revised A-103 and Technical Specifications Section 09 51 00 and new Technical Specifications Section 09 51 13 4 Reference the previous question submitted regarding the improper scale on the structural plans; will new properly scaled plans be issued and will additional time be added to the submission date to make up for the lost time with inaccurate scaled plans? As per the Coordination note on Sheet S-1.0, no dimensions shall be scaled from drawings; written dimensions take precedence. 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. 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 7 S-2.0 STRUCTURAL S-2.0 Is it the designer’s intention to have a new “steem wall” on the new GB1 and 2HPC (2) foundations in the center of the new 8” floor slab like the new “steem walls” on the adjacent, existing foundations? The 'Stem' wall is not required at the new GB/Slab. 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, please specify size and spacing.No dowels required at that location. 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 10 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” top and 24” bottom.Detail is correct; #5@12"/T, #5@24"/B 12 S-3.0 STRUCTURAL S-3.0 vs. A-104 Please clarify new /existing roof to remain. New Roof above addition footprint. New Roofing membrane over existing substructure near RTU units. Existing roof and membrance to remain - shaded gray. 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. 14 S-4.0 STRUCTURAL S-4.0 Detail C1/S4 reference to 6” concrete infill by PMM. Please clarify reference.Refer to revised section C1/S-4.0. 15 A-101, A-101.1, A- 101.2, & A-102 ARCHITECTURE A-101, 101.1, 101.2, 102: what do the hatched areas at the doorways represent? Refer to revised legend found in A-101, A-101.1, A-101.2 with new hatch and note stating: Maneuvering clearances at doorways without doors or gates, manual sliding door, and manual folding door, per FBC 2023, Accessibility, 8th Edition, Table 404.2.4.2 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 shows 2.4”. Please clarify.Topping is 2.5" 17 ARCHITECTURE Flooring specialty subcontractors’ comment that 2-1/2” of the specified L&M Emerytop 400 material will be extremely expensive in material cost. Please confirm this specification. Specification confirmed as stated in Tech Specification 03 53 00 Concrete Floor Toppings. GC may submit similar approved item for AOR/EOR to review. Question NO.SHEET PAGE RFI Bid Set Documents - RFIs GC DISCIPLINE RESPONSES Project: 21-1011 Sunny Isles Building Department Annex QUESTIONS AND ANSWERS DATE: February 18, 2025 ADDENDUM NO.1 INVITATION TO BID 25-01-01 CITY ANNEX BUILDING CONSTRUCTION RENOVATIONSTO: ALL PLANHOLDERS 18 ARCHITECTURE Flooring specialty subcontractors ask what final grit specification is required for the honed finish? To achieve a fine honing, GC shall use 400/800 Grit. Refer to revised A-102 and A- 600 with new note: Grit specification of 400/800 to be performed to achieve fine honing. 19 A-102 ARCHITECTURE Is the entire area scheduled to receive the 2-1/2” topping also to receive the honed finish, or are just the areas designated on A-102 to receive the honed finish? Honed finish in locations as indicated in Sheet A-102 20 CITY OF SUNNY ISLES BEACH Due to the complexity of this project, the necessary phasing of the scope of work and the limited staging / laydown area, will the City consider extending the time- to-complete to minimum 270 days? Not at this time - City will make concessions to provide space. 21 A-103 ARCHITECTURE A-103 Ceiling Legend shows “wood plank” for both the exterior canopy and an interior section. There is a callout for a Trespa Pura for the canopy. A-600 lists the interior ceiling section as “wood plank”. Please confirm that the interior “wood plank” ceiling finish the “WoodWorks Linear Veneered Open” system in Tech Spec 092126. If not, please provide spec for this finish. Refer to revised A-103 and A-600 with new note for interior wooden ceiling: Armstrong Woodwork Linear Veneered Opened - Color: Plain Sliced Walnut, or similar approved. Refer to revised Technical Specification Section 09 51 26 22 A-600 ARCHITECTURE A-600 – Flooring - Please provide Manufacturer, Style/model, color and sizes for Carpet 1, Carpet 2, ESD, and LVT Refer to revised A-102 & A-600 with the following new notes: - Carpet 1: Milliken - TWE52 - Blue Chroma, or similar approved. - Carpet 2: Milliken - MDR201 - 197 Teal Blend, or similar approved. - LVT: Adore Floors Nat-604 Attain, or similar approved. - ESD: ArmstrongFlooring - ESD Static Control Flooring - Excelon SDT - Ridge: 51957, or similar approved. 23 A-600 ARCHITECTURE A-600 – Base – Schedule lists Rubber, Tech Spec 096513 lists Vinyl. Please clarify. Refer to revised Technical Specifications Section 09 65 13. Materials - Rubber Coved Rolls 4 inches in height by roll, 0.125 in thick, rounded top. Color - Smokey Gray or similar approved. 24 A-600 ARCHITECTURE A-600 – Walls - Please provide Manufacturer, Style/model, color and sizes for Porcelain Tile 1, Porcelain Tile 2, Acoustical Wooden Panels Refer to revised A-600 with the following new notes: - Porcelain 1: Nasco - Storycloud, or similar approved. - Porcelain 2: Narco - Story Grey, or similar approved. - Acoustical Woodern Panels: Armstrong Woodwork Walls 2'x8' Plain Sliced Walnut, or similar approved . Refer to revised Technical Specifications 09 51 26.1 25 A-700 ARCHITECTURE A-700 – Mark 007 (Room 011 Call Center) – Door schedule shows 3’ 4” rough opening for a #9 type door which is a door with sidelite. This rough opening appears too small to support this type door. Additionally, A-101.1 appears to show room 011 with a door centered between 2 sidelites. Please confirm the correct door configuration for this room. Door shall include 2 side lights and rough opening is revised in Sheet A-700 as 12 ft 26 A-700 ARCHITECTURE A-700 Lists NOA 23-0714.09 and FL #37001-R3 for the door 001 Employee Entrance/ Egress. These are for different products. Please confirm which is correct. Refer to revised A-700 revised door note: Door - NOA No. 23-0714.09 or similar approved. 27 A-700 ARCHITECTURE A-700 and A-702 specify NOAs by E.S. Windows; Spec section 08 does not list ES Windows. Please confirm that ES Windows is the intended window manufacturer E.S. Windows system is used as the basis of design or similar approved. Refer to revised Technical Specifications Section 08 80 00 28 C-101 CIVIL C-101 – Please provide a spec for the proposed paver bricks Sections 02510 and 02780 have now been added for the proposed brick pavers. 29 A-500 ARCHITECTURE A-500.3 - Wall P-11 does not callout required stud type/configuration. Please provide Refer to revised Sheet A-500.3 Wall Assembly P-11 and A-507 for new note: 2- 1/2" resilient channel, 25 GA, 16" O.C. 30 Spec MECHANICAL Spec Pages 112600-2 and 112600-3 show a list of appliances for the Unit Kitchen but does not specify any products or approved manufacturers; please specify Will be provided under separate permit. 31 E-100 ELECTRICAL E-100 – General Notes state “low voltage cabling and terminations by others” Keyed note 7 calls for rerouting of telecom services. This appears to be in conflict, please clarify Cabling and terminations is a separate scope of work from conduit and pathway requirements. EC is responsible for all conduits, pathways, and rough-in requirements pertaining to the installation of low voltage devices throughout the facility. The installation of said low voltage devices is by others. 32 E-100 ELECTRICAL E-100 – Keyed Note 7 – If contractor is to execute, please provide a full detail and spec. This note will be modified. The existing conduits shall be reused and (2) 3" sleeves are to be provided to the data closet as shown on telecom riser, sheet E- 602. 33 E-602 ELECTRICAL E-602 – components of this page seem to be in conflict with General Note on E- 100 stating “low voltage cabling and terminations by others”; Please confirm any of the data system components to be provided by contractor The components on E-602 are provided to indicate that the electrical contractor is responsible of all conduit and rough-in requirments. Devices, jacks, faceplates, and cabling is by others. 34 E-602 ELECTRICAL E-602 – General Notes reference a “raised floor system”. We do not find a requirement for a raised floor on the Architecturals. Please clarify. Reference to raised floor will be removed. This was reminscient of previous design consideration. 35 E-100.1 ELECTRICAL E-100.1 – Security cameras are called out but no spec or wiring plan is provided. Please clarify EC is responsible for conduit and rough-in only. Cameras provided by owner via separate low voltage contractor. 36 E-100.1 ELECTRICAL E-100.1 – Access controls are called out but no spec or wiring plan is provided. Please clarify Typical access control details have been added to sheet E104 for bidding purposes. Coordinate with final submitted and approved shop drawings for all pathway requirements and electrical hardware selections. 37 A-700 CITY OF SUNNY ISLES (IT)/ ARCHITECTURE A-700 – Doors 001, 009, & 026 call out security access control locks. Please provide spec and detail City shall provide desired security access hardware. Door 001, 006, and 009 shall receive electric latch, Door 026 shall receive maglock. 38 A-103 ARCHITECTURE A-103, A-201 and A-202 - Trespa Pura NFC Tropical IPE is called for on the outside of the building, fascia and the soffit of Canopy; Spec page 07 46 33-1 calls for Meteon Pura Phenolic Wall Planks instead. Please clarify Follow finish on sheet A-103, A-201, A-202 - Disregard Technical Specification Section 07 46 33. Refer to new Technical Specification Section 07 42 43. 39 ARCHITECTURE Please provide specifications for type "7" bullet resistant windows and type "4" bullet resistant glass door with sidelites. Refer to Technical Specification 08 56 53 TSS BR Transaciton Window - Hole and Backer Talk Thru and Revised A-702 with new note for windows 22, 23, 24, and 25: Total Security Solutions or similar approved. 40 A-400 ARCHITECTURE 1/A-400 shows three sets of double doors as "STORAGE ELEVATION". Corresponding floor plan tag on A-101.1 does not show these doors and these doors are not shown on the door schedule. Please advise Storage is within cabinatry and millwork of the scope of work for this project - not a separate door product. 41 ARCHITECTURE Please provide hardware sets/specifications for aluminum and glass doors.Refer to revised Technical Specification 08 71 00 42 ARCHITECTURE The plans and specification calls for various flooring and wall finishes, can the architect please provide some clarifications on the following items Sizing for the porcelain wall tile F2 & F3 Specification for the carpet 1 and carpet 2 Specification for the LVT flooring Specifications for the VCT flooring Refer to Response of RFI #22 43 CITY OF SUNNY ISLES BEACH/ ARCHITECTURE The completion time for the 150 days to substantial completion as stipulated in the bid documents is very tight looking at the scope, elements and site logistics of the project. Can the architect/ please review the schedule for the Substantial completion time to be 210 days in lieu of the 150 days? Not at this time, we will make concessions to provide space. 44 CITY OF SUNNY ISLES BEACH At the prebid meeting it was discussed about the staging and parking available for the construction crew. Can the City please confirm whether there will be parking fees associated for the contractor and its subs use of the existing parking? No fees 45 ARCHITECTURE The pans and details show the canopy to be constructed around the roof perimeter as a metal canopy. The specs div 10-7313 calls for awning fabric. Can the architect please confirm the structure and material for the proposed canopies. Structure and Material of proposed canopies to be metal as per plans and details found in bid set. Refer to new Technical Specification Section 46 ARCHITECTURE The plans calls for the new wall on the East side of the building to continue along the building. Will the new wall match the same open vented blocks, or will it have been constructed with the solid grouted fill masonry as per section H-5? Low wall has been removed from scope of work. Refer to revised A-100, A-100.2, A101, A-101.1, A-101.2, A-102, A-104. 47 ARCHITECTURE The northeast elevation of the building has a ceramic tile mounted on the exterior walls. The plans calls for this tile to remain. At the walkthrough we noticed some areas of the tiles are loose. missing, broken and needs regrouting and cleaning. Can the architect please advise on the repair of these tile areas. Please advise on the allowance for this work? Refer to revised sheet A-600 for new note: Replace any missing and broken existing external tile with similar match. Product to be submitted to AOR and Owner for review and approval. 48 ARCHITECTURE The plans calls for a new wood fence to be installed on the south are of the building. Can the architect please provide the detail for the wood fence. Refer to revised Sheet A-505 for wood fence detail. 49 ARCHITECTURE Can the architect please advise whether the breakroom appliances are to be included in the General contractor’s bid? GC shall provide and install appliances and coordinate with City for final appliances. 50 A-601 ARCHITECTURE Sheet A 601 shows a list of office furniture and millwork elements. Can the architect please clarify which items are to include as part of the general contractor bid proposal? All furniture and millwork to be included as part of the contractor bid proposal. In revised Bid Form, separate line item for furniture was included. 51 ARCHITECTURE The plans calls for Honed concrete finish in certain room on the finish schedule. Can the architect lase provide the Grit and colors to be used for the honed concrete .? Refer to response of RFI #18 52 ARCHITECTURE Plans specify 12”x48” Armstrong Ultima, while the specifications list two types of 24”x24” ACT from USG Building Systems. Please clarify the correct one. Refer to response of RFI#3 53 ARCHITECTURE Please confirm manufacturer and color for Carpet 1, Carpet 2, Porcelain Tile, ESD Static Control Flooring.Refer to response of RFI #22 54 ARCHITECTURE Please provide the manufacturer details for the interior acoustic wooden panel on the walls.Refer to response of RFI #24 55 MECHANICAL Please confirm if there is a mechanical demolition plan Yes 56 ELECTRICAL The electrical demolition scope appears to be limited to the electrical room. Please confirm. Building Demolition occurred and was permitted in previous phase. The demo scope for the electrical room is what is left over from that initial phase. 57 CIVIL/ ARCHITECTURE Please provide the information about Gas company for gas line relocation.TECO Energy 58 CITY OF SUNNY ISLES BEACH/ ARCHITECTURE As per the invitation, GC should pay and pull for the permit. So please provide a permit number or an allowance to include in the proposal. Add $10,000 for permit fees. City will pay most fees. 59 STRUCTURAL As per structural notes, Helical piles to be a minimum of 243’ deep but as per geotechnical report it should de 24’. Please advise. The correct length of pile shall be 24', per the geotechnical report. 60 CITY OF SUNNY ISLE BEACH/ ARCHITECTURE Please confirm there is no scope to be performed in future leasing space.Correct, only stubbing for water, gas, sewer and grease trap, electric 61 CIVIL/ ARCHITECTURE Please provide the manufacturer and model of pavers.Refer to response RFI #28 62 ARCHITECTURE Is the general contractor responsible for furnishing and installing furniture? If so, do city have any preferred vendors to work with? Yes, GC is responsible for furnishing and installing furniture. Refer to furniture package attached. 63 FP/ ARCHITECTURE Provide the information of existing fire alarm system. Existing Fire Alarm System is Fire-lite MS-10UD - Existing Fire Alarm System is being completely demolished. A completely new fire alarm system will be installed for the building as shown on the drawings. 64 CITY OF SUNNY ISLES BEACH Can the City provide the asbestos report? YES 65 ES100 ELECTRICAL 200KW Generator – ES100 calls for Natural Gas; Tech Spec 162310 1.1 A 1 calls for Propane Gas; Tech Spec 162310 2.8 B references a “diesel engine” … Please confirm the fuel type for the generator. Natural Gas. Diesel fuel tank requirements removed from spec. 66 Tech Spec 162310 ELECTRICAL 200KW Generator – Tech Spec 162310 2.1 C shows “enerac” as an approved manufacturer. Should this be “Generac”? If no, please confirm correct approved manufacturer. MTU is the basis of design along with Kohler and Caterpillar as approved equals. Generac has been removed. 67 A-101.2 & A-601 ARCHITECTURE Furniture – Note 1 on A101.2 & A-601 states “REFER TO FURNITURE VENDOR'S PLANS AND PRELIMINARY BUDGET LIST FOR ALL OF FURNITURE EQUIPMENT QUOTED FOR THIS PROJECT”. Please supply this documentation. Refer to furniture package attached. 68 A-601 ARCHITECTURE Furniture – A-601 -While Product numbers are supplied, manufacturers are not specified for all products. Please provide manufacturers for all products.Refer to furniture package attached. 69 A-505 ARCHITECTURE A-505 shows wood fence anchored to concrete curb on existing wall. Please provide height, attachment detail, post detail, and required wood type (species, PT, etc). Refer to revised sheet A-505 70 STRUCTURAL Takeoff measurements of the structural plans are not returning the same measurements as shown on the drawings. Please confirm that the drawings conform to the notated scale. As per the Coordination note on Sheet S-1.0, no dimensions shall be scaled from drawings; written dimensions take precedence. 71 Olexandr Kaltsev CITY OF SUNNY ISLES BEACH Will VE options for long lead time plumbing items be accepted if they have shorter lead times and are equivalent (Grease trap)YES 72 Olexandr Kaltsev PD100 & P101 CITY OF SUNNY ISLES BEACH The grease waste line serving the cafe will be off line for a period of time to accomplish the demolition of the existing grease interceptors (PD100) and installation of new interceptors (P100). Are temporary grease waste services required? NO 73 Olexandr Kaltsev PD100 & P101 CITY OF SUNNY ISLES BEACH The demolition of the existing grease interceptors and the installation of the new grease interceptors will require a road closure that will block the two handicapped parking spaces. Is there a minimum timeframe that those spaces can remain inaccessible? NO 74 Olexandr Kaltsev P100 CITY OF SUNNY ISLES BEACH The new grease interceptors will be connected to grease waste piping serving an area that is not in the contract work. Our warranty will only cover the interceptors only. Proper functionality of the grease waste system can not be confirmed. There are not any notes referencing videoing or jetting of the existing grease waste piping to confirm functionality, please advise. SHOULD JET BUILDING SYSTEM 75 Olexandr Kaltsev PD101, AD-101 & AD102 PLUMBING There is a significant concrete slab footprint of demolished piping below grade noted on PD101, and new below sanitary piping on P101. There are not any notes for demolition and concrete patch on AD-101 & AD-102, or the structural drawings. The large amount of removed slab would require a concrete patch that is not illustrated on the architectural or structural drawings. Please advise which trade will be responsible for the slab demolition and patch. THE PLUMBING CONTRACTOR SHALL DEMOLISH THE CONCRETE AND THE STRUCTURAL CONTRACTOR SHALL PATCH THE CONCRETE 76 Olexandr Kaltsev Specification Section 154050 - 3.1 PLUMBING Regarding the piping applications for plumbing piping, although copper is included in Part 2 - Products, there is not a piping system specified in Part 3 - Execution for domestic water. Will CPVC be acceptable for the domestic water distribution system? CPVC IS AN ACCEPTABLE PRODUCT FOR THE DOMESTIC WATER DISTRIBUTION SYSTEM 77 Olexandr Kaltsev CITY OF SUNNY ISLES BEACH Will any portions of the building require domestic water and sanitary services during the construction period?NO 78 Olexandr Kaltsev CITY OF SUNNY ISLES BEACH Will VE options for long lead time mechanical items be accepted if they have shorter lead times and are equivalent (RTUs)YES 79 Olexandr Kaltsev MECHANICAL Is there any demo work needed by the mechanical contractor for the HVAC scope. Is the mechanical contractor responsible for the demo of existing ductwork and RTUs? Contractor shall modify the existing HVAC duct work to match final plans. 80 Olexandr Kaltsev MECHANICAL Are there existing DDC or BMS controls that the new equipment will have to tie into?There will be a new BMS system installed that the new equipment can tie into. 81 Olexandr Kaltsev M402 & Section 23 09 23 - 1.1 MECHANICAL Is the CASLink BMS and DDC controls provided and installed by a separate controls contractor or the responsibility of the mechanical contractor?The CASLink BMS is the responsibility of the mechanical contractor. 82 Olexandr Kaltsev CITY OF SUNNY ISLES BEACH Are the RTUs owner provided or provided by the mechanical contractor?BY CONTRACTOR 83 Olexandr Kaltsev Division 15 - 15 37 10 CITY OF SUNNY ISLES BEACH I do not see a kitchen or hoods on the plans but the specifications have Commercial Kitchen Hoods. Are there kitchen hoods for this project?NO 84 Olexandr Kaltsev CITY OF SUNNY ISLES BEACH Will VE options for long lead time electrical items be accepted if they have shorter lead times and are equivalent (Generator)YES 85 Olexandr Kaltsev E602 ELECTRICAL Please confirm quantity and size of existing telecom service raceways which need to be rerouted to adjacent IDF Closet. Drawing E602 shows (2) 3" Raceways coming from Concrete handhole. Are these raceways the ones that currently exist in the electrical closet? Existing telecom service raceways are to be demolished. Raceways shown on E602 are new. 86 Olexandr Kaltsev C100 CIVIL Drawing C-100 mentions the light pole to be relocated. Drawing C-101 indicated the new location for the existing light pole. ES100 calls for a new site light. Please clarify the scope associated with Site Lighting Poles. Additionally, the weather site light pole is expected to be powered from a new panelboard inside the building. Light pole has been coordinated between drawings. 87 Olexandr Kaltsev ELECTRICAL Electrical demolition information is limited. Who is responsible for disposal and removal of the existing switchboard. As the demolition of the existing switchboard is shown on the electrical drawings it is intended to be the responsibility of the electrical contractor. Coordinate with GC as required for full removal and disposal. 88 Olexandr Kaltsev E602 ELECTRICAL/ ARCHITECTURE Drawing E602 calls out a raised floor for this facility. There is no mention of raised floors in the architectural. Please confirm if this is valid. Reference to raised floor will be removed. This was reminscient of previous design consideration. 89 Olexandr Kaltsev ELECTRICAL Please clarify the rough-in requirements for TV Outlet Locations.Plywood backing to be installed 90 Olexandr Kaltsev ELECTRICAL Rooms 12,13,and 14 call out Furniture Keynote, however there are no power feeds or devices shown. Please clarify. Power feeds and devices for rooms 13 and 14 shall be replicated and extended as shown in Room 12. 91 Olexandr Kaltsev ELECTRICAL Please confirm that the symbol shown in rooms Admin 005 and 006 is intended to show a wall furniture feed. If so, please confirm 1" conduit is adequate for the LV wiring rough in at this location. Confirmed 92 Olexandr Kaltsev CITY OF SUNNY ISLES BEACH Will VE options for long lead time general items be accepted if they have shorter lead times and are equivalent (tile etc)YES 93 Olexandr Kaltsev CITY OF SUNNY ISLES BEACH Stormwater Paving & Grading - The grading plan does not clearly show the tie-in elevations between proposed and existing stormwater structures. Can you confirm the intended flow direction and whether any modifications are required for proper drainage? NO DRAINAGE MODIFICATIONS REQUIRED 94 Olexandr Kaltsev CITY OF SUNNY ISLES BEACH Tree Protection - Certain trees are marked for protection. What specific protective measures (e.g., fencing, root zone protection) are requested/required by the city? FENCING 95 Olexandr Kaltsev Section 4.0 & Sheet S-01 GEOTECHNICAL GeoTech Report - Foundation Compatibility - The geotechnical report recommends deep foundations (helical piers) to match the existing structure’s foundation and avoid differential settlement . Can the structural engineer confirm the design criteria for helical pier spacing, depth variations, and possible adjustments due to field conditions? Should additional subsurface investigations be conducted before finalizing pile locations to mitigate potential variability in soil conditions? Helical pile foundations have been designed based on the recommendations as prepared but the geotechnical report prepared by UES dated March 29, 2024. 96 Olexandr Kaltsev A-700 CIVIL/ ARCHITECTURE Groundwater Table Management & Excavation Impact - Groundwater was encountered at 5'1" to 5'4" below grade during testing . The proposed excavation depths for utilities, foundations, and drainage structures are not clearly coordinated with this groundwater elevation. Dewatering requirements and potential buoyancy issues for underground structures are not addressed Will temporary dewatering be required for foundation installation and underground utility work? Are waterproofing or anti-buoyancy measures required for stormwater structures or below-grade slabs? Can a monitoring program be implemented to track seasonal fluctuations in groundwater levels? GC means and methods shall provide the watering measures as needed. Grease trap and solid interceptor include deadman anchors. 97 Olexandr Kaltsev A-700 CIVIL/ ARCHITECTURE Utility Conflicts and Foundation Penetrations - The gas and electrical lines are running close to the proposed helical piers in certain locations, which could lead to conflicts during installation . Can a revised plan be issued showing coordinated utility and foundation layouts to avoid conflicts? Are there required clearances between utilities and deep foundation elements that must be maintained? Will utility relocations or protective encasements be needed where crossings occur? Gas and electrical are shown as diagramatic routes, gas line final coordination shall be as per gas company requirements. Electrical line shall maintain 3' distance minimum from structural foundation. 98 Olexandr Kaltsev S-2.0 STRUCTURAL Structural Foundation Plan Detail - The foundation plan does not clearly indicate the depth of footings in certain locations. It is unclear whether all footings follow the same depth or if variations exist. Please confirm if the depth of footings is uniform throughout or if variations apply, and provide necessary dimensions. All existing footing are at an elevation of -2'-0" (VIF). 99 Olexandr Kaltsev AD-101 ARCHITECTURE At restroom locations shows Note #28. Is there an existing bollard in the restroom? A-006 Existing Interior Conditions do not show a bollard. Please clarify.Refer to revised AD-101, new note: See Note #38 100 Olexandr Kaltsev A-104 ARCHITECTURE Missing Sheet - General Notes 1 on Sheet A-104 states see Sheet A-509 for Roof Patching Details. Details 1, 2, 4 and 5 on Sheet A-508 state Metal Counter Flashing See: A-509/6. Please provide sheet A-509. If not available, please provide related details. Refer to revised sheet A-104 for revised general note #1. See Sheet A-508 Detail 9 for Roof Patching Details. 101 Olexandr Kaltsev A-104 ARCHITECTURE Splash Block Specifications - Note 5 on Sheet A-104 states to provide splash blocks. Please provide specifications on splash blocks; concrete, stone, vinyl, rubber, etc. Concrete Splash Blocks - Refer to revised Note #5 on Sheet A-104 102 Olexandr Kaltsev ARCHITECTURE TPO Roofing Specifications - TPO NOA Received: Please provide: - Desired brand and model of the TPO membrane - Thickness (e.g., 45, 60, or 80 mil) - Color options - Warranty coverage - Insulation type - TPO attachment method - Desired brand and model of the TPO membrane: GAF EverGaurd Freedom TPO HW SIngle Ply Roofing System over Steel Decks - Thickness (e.g., 45, 60, or 80 mil) - 80mil - Color options - White - Warranty coverage - 20 Year - Insulation type - Polyiso Rigid Insulation - TPO attachment method - Self Adhered Or Similar approved. Refer to revised Sheet A-104 N.T.S.P.L.A-001PROJECT LOCATION & INDEXW. PalmBeachFortLauderdaleKey WestTallahasseePensacolaOrlandoRockledgeTampaSt. PetersburgMiamiDaytona BeachGainesvilleSt. AugustineJacksonvilleSUNNY ISLES BEACH LOCATION MAPPROJECT LOCATIONNhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXDRAWING SHEET INDEXSHEET #SHEET TILEADDENDUM #1A-000COVER SHEETA-001LOCATION MAP AND INDEX02/14/2025A-002GENERAL NOTESA-003ACCESSIBILITY NOTESA-004UL LISTINGSURVEYCSSITE SURVEY COVERS-01SITE SURVEYCIVILC-100DEMOLITION PLAN02/14/2025C-101PAVING AND GRADING PLAN02/14/2025C-102DETAILSC-103DETAILSGENERALA-005EXISTING EXTERIOR CONDITIONSA-006EXISTING INTERIOR CONDITIONSA-007ZONING PLAN02/14/2025LIFE SAFETYLS-101LIFE SAFETY02/14/2025ARCHITECTUREAD-100DEMOLITION SITE PLAN02/14/2025AD-101DEMOLITION FLOOR PLAN02/14/2025AD-102DEMOLITION REFLECTIVE CEILING PLAN02/14/2025AD-103DEMOLITION ROOF PLAN02/14/2025AD-201DEMOLITION ELEVATIONS02/14/2025AD-202DEMOLITION ELEVATIONS02/14/2025A-100SITE PLAN02/14/2025A-100.1STRIPING PLAN & DETAILS02/14/2025A-100.2PAVER PLAN02/14/2025A-100.3PAVER DETAILS02/14/2025A-100.4PAVER DETAILS CONT.02/14/2025A-101FLOOR PLAN02/14/2025A-101.1ENLARGED FLOOR PLAN02/14/2025A-101.2FURNITURE LAYOUT PLAN02/14/2025A-102FINISH FLOOR PLAN02/14/2025A-103REFLECTIVE CEILING PLAN02/14/2025A-104ROOF PLAN02/14/2025A-201ELEVATIONS02/14/2025A-202ELEVATIONS02/14/2025A-203PERSPECTIVE VIEWSA-301SECTIONS02/14/2025A-302SECTIONSA-400SHELVING MILLWORKA-401BREAK ROOM ELEVATIONSA-402KITCHEN AND MILLWORKA-403LOBBY INTERIOR ELEVATIONS02/14/2025A-404RESTROOM SCHEDULE AND DETAILSA-405ENLARGED TENANT RESTROOM DETAILSA-406ENLARGED OFFICE RESTROOM DETAILSA-406.1ENLARGED UNISEX RESTROOM DETAILSA-407LADDER DETAILSA-500EXTERIOR WALL ASSEMBLIESA-500.1EXTERIOR WALL ASSEMBLIES CONT.A-500.2INTERIOR WALL ASSEMBLIESA-500.3INTERIOR WALL ASSEMBLIES CONT.A-501WALL SECTIONSA-502WALL SECTIONS CONT.A-503FRAMING DETAILSA-504RAMP DETAILSA-505WOOD FENCE PLAN AND DETAILS02/14/2025A-506CANOPY DETAILSA-507CONFERENCE/MEETING ROOM & LOW WALL DETAILS02/14/2025A-508ROOF DETAILSA-600FINISH SCHEDULEA-601FURNITURE SCHEDULE02/14/2025A-601.1FURNITURE SCHEDULE CONT.02/14/2025A-601.2FURNITURE SCHEDULE CONT.02/14/2025A-700DOOR SCHEDULE02/14/2025A-701DOOR DETAILSA-702WINDOW SCHEDULE02/14/2025A-703GLAZING ELEVATIONS02/14/2025A-704GLAZING DETAILS02/14/2025A-800SIGNAGE PLAN02/14/2025A-801SIGNAGE DETAILS & SUNNY ISLES LOGO DETAILS02/14/2025A-802DRAINAGE MAT DETAILSSTRUCTURALS-1.0GENERAL NOTES02/14/2025S-1.1TYPICAL DETAILS & SCHEDULESS-1.2TYPICAL DETAILSS-2.0FOUNDATION PLAN02/14/2025S-3.0ROOF FRAMING PLANS-4.0DETAILS02/14/2025S-5.0DETAILS02/14/2025S-6.0GENERATOR SLAB PLANMECHANICALMD-100MECHANICAL DEMO PLAN02/14/2025M-001MECHANICAL GENERAL NOTESM-100MECHANICAL FLOOR PLAN02/14/2025M-201MECHANICAL ROOF PLANM-301MECHANICAL SECTIONSM-401MECHANICAL SCHEDULESM-402MECHANICAL SCHEDULES AND DETAILSM-403MECHANICAL SCHEDULES AND DETAILSM-501MECHANICAL DETAILSM-502MECHANICAL DETAILSPLUMBINGP-001PLUMBING GENERAL NOTES02/14/2025PD-100PLUMBING DEMOLITION SITE PLAN02/14/2025PD-101PLUMBING DEMOLITION PLAN02/14/2025P-100PLUMBING SITE PLAN02/14/2025P-101PLUMBING FLOOR PLAN - SANITARY02/14/2025P-102PLUMBING ROOF PLANP-201PLUMBING FLOOR PLAN - DOMESTIC WATERP-500SANITARY PLUMBING FLOOR PLANP-700PLUMBING ISOMETRIC - SANITARY02/14/2025P-701PLUMBING ISOMETRIC - DCW & GASP-800PLUMBING DETAILSP-801PLUMBING DETAILS02/14/2025P-802PLUMBING DETAILS02/14/2025ELECTRICALE-001ELECTRICAL GENERAL NOTESES-100ELECTRICAL SITE PLANE-100ELECTRICAL FLOOR PLAN02/14/2025E-100.1ELECTRICAL SECURITY PLANE-101ELECTRICAL LIGHTING POWER PLANE-102PHOTOMETRICS PLAN (NORMAL)E-103PHOTOMETRICS PLAN (EMERGENCY)E-104LIGHTING CONTROLS PLAN & DETAILSE-201ELECTRICAL ROOF PLANE-600ELECTRICAL RISER DIAGRAMSE-601FIRE ALARM RISER DIAGRAME-602LOW VOLTAGE RISER DIAGRAM02/14/2025E-700ELECTRICAL PANEL SCHEDULESE-701ELECTRICAL PANEL SCHEDULESFIRE PROTECTIONFP-001FIRE PROTECTION GENERAL NOTESFPD-100FIRE PROTECTION DEMOLITION PLANFP-101FIRE PROTECTION REFLECTIVE CEILING PLAN02/14/2025A.P.N.T.S.STATE LEVEL LOCATION MAPNN.T.S.02-14-25ADDENDUM 11 COLLINS AVEN U E 1-STORY CBS #18050FFE = 7.80'CONCRETEDRIVEWAYCONCRETEDRIVEWAYGROUND0.5' CURB(TYPICAL)BRICKDRIVEWAYBRICKBRICKSIDEWALKBRICKSIDEWALKGROUNDGROUNDASPHALTPAVEMENT2'C&G(TYPICAL)BRICKSIDEWALKBRICKCONCRETESLABGROUNDGROUNDS86° 52' 22.53"W 140.00'S03° 07' 37.47"E14.43'S86° 52' 22.53"W 250.00'P-02P-03P-04P-05P-06P-07P-08P-09P-10P-11P-12P-14P-15P-13P-16P-17P-18P-19P-20P-21P-22P-23P-24P-25P-26T-32T-33T-34T-35T-38CB-03CB-06CB-05CB-04CB-07CB-0850.62'10.00'3.56'12.25'22.68'1.00'1.00'69.50'ASPHALTPAVEMENTCANVASAWNING8.50'44.45'7.25'24.36'4.21'1.00'79.70'S02° 58' 42.53"W 1 0 8 . 5 0 'CONCRETESLAB100' TOTAL RIGH T O F W A Y S.I.B. GOVERNMENT CENTERPLAT BOOK 165 PAGE 75TRACT CMIAMI DADE PUBLIC RECORDSSUNNY ISLES SHORESPLAT BOOK 64 PAGE 74PARCEL 1S.I.B. GOVERNMENT CENTERPLAT BOOK 165 PAGE 75TRACT DGROUNDGROUNDGROUNDGROUNDCONCRETESLABCANVASAWNING14'-10" 18'-1"25'-1"2'C&GEOP33'-8"4'-10"18'-1"46'-7"73'-10"12'-9"23'-11"1.75'8'-1"6'-2"4'-9"79'-11"CANVASAWNINGDEMOLITION SITE PLANAD-100P.L.1/8" = 1'-0"DEMOLITION FLOOR PLAN11/8"=1'-0"N48 HOURS BEFORE YOU DIGCALL SUNSHINE1-800-432-4770IT'S THE LAW IN FLORIDADEMOLITION LEGENDEXISTING CONDITIONS TO REMAINPARTITION TO BE DEMOLISHEDEXISTING TO BE DEMOLISHEDEXISTING TO REMAINGENERAL DEMOLITION NOTES1.BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTORSHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS ANDSPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.2.THE CONTRACTOR SHALL ENGINEER, CONSTRUCT ANDMAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED.3.UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALLBE CLEANED OF ALL DEBRIS AND PREPARED FOR NEWCONSTRUCTION.4.THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORTTO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLICAND WORKERS, ALSO THE PROTECTION OF PROPERTYTHROUGHOUT CONSTRUCTION. ALL WORK SHALL BEPERFORMED IN ACCORDANCE WITH OSHA STANDARDS, ASAPPLICABLE.5.AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THECONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESSTO ALL FACILITIES AFFECTED BY THE CONSTRUCTION.6.COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY,SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OFDUMPSTER.7.ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRISSHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT ALEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR.MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITEDON ADJACENT AND/OR NEARBY PROPERTY.8.COORDINATE WITH ARCHITECTURE & ENGINEERINGCONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITIONPURPOSES.9.COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOREQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDETHE LIMITS OF CONSTRUCTION.10.ALL MATERIALS TO BE REMOVED DURING DEMOLITION ANDREUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED ANDRESTORED TO STANDARD ACCEPTABLE TO OWNER PRIORRE-INSTALLATION.11.ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASETO BE REMOVED THROUGHOUT THE SPACE.12.COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITIONDRAWINGS.13.THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS,STRUCTURE AND EXISTING CONDITIONS.14.GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALLCOMMUNICATION AND SECURITY DEVICES WITH SERVICEPROVIDER PRIOR TO COMMENCEMENT OF WORK.STRUCTURAL DEMOLITION NOTES15.ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THEDESIGNATED DEMOLITION AREA SHALL BE DEMOLISHEDACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHINFOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS ANDANY DISCREPANCIES SHALL BE REPORTED TO THEARCHITECT/ENGINEER.16.THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRISTO A MAXIMUM LOADING OF 100 P.S.F.17.CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TODAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THEARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVEREDDURING DEMOLITION.ELECTRICAL DEMOLITION NOTES18.COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS ASREQUIRED FOR DEMOLITION PURPOSES.19.THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREMECAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TOANY DEMOLITION WORK.20.CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OFELECTRICAL SERVICE.21.CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TODISCONNECT OF TELEPHONE SERVICE.22.ALL WORK SHALL BE COORDINATED WITH DEMOLITIONCONTRACTOR.23.ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TODEMOLITION WORK TO DETERMINE THE SCOPE OF WORK.24.ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLYSTUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICALSYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THEARCHITECT'S ATTENTION.25.ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING ANDOTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALLBE DISCONNECTED AT THE ELECTRICAL PANEL.NOTES26.INTERIOR WALL TO BE DEMOLISHED27.DOOR TO BE DEMOLISHED28.BOLLARD TO BE DEMOLISHED29.EXISTING WALL TO REMAIN30.COLUMN TO REMAIN31.COLUMN TO BE REMOVED AND REPLACED32.EXISTING WALL TO BE DEMOLISHED33.DRAIN PIPE TO REMAIN34.FENCE AND GATE TO REMOVED35.PERIMETER WALL TO BE REMOVED36.WINDOW TO REMAIN37.WINDOW TO BE DEMOLISHED38.FLOOR DRAIN TO REMAIN39.ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BEDEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THATTHE ENCLOSURE IS NOT A STRUCTURE.40.CEILING FRAMING STRUCTURE TO BE DEMOLISHED41.EXISTING CEILING TO BE DEMOLISHED42.LIGHTING FIXTURES TO BE DEMOLISHED43.GC SHALL FIELD VERIFY THAT ALL DEMOLITION WASCOMPLETED IN ACCORDANCE TO THE CONSTRUCTIONDOCUMENTS.44.EXISTING LANDSCAPE AND SHRUBS TO BE REMOVEDCOORDINATE WITH NEW PAVING EXTENSION SEE SHEET A-101TREE TO BEREMOVEDhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXA.P.TREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINSEE SHEET AD-101FOR INFORMATIONEXISTING BRICKSIDEWALK TO REMAINPARKING STRIPINGTO BE REPAINTEDSTREET STRIPINGTO BEREMOVED/GRINDED ASPHALT PAVEMENT TOBE DEMOLISHED SEECIVILEXISTING CONCRETETO BE DEMOLISHEDNOT IN SCOPENOT IN SCOPEEXISTING BRICKTO REMAINLIGHTING POLE TOBE REMOVEDTREE TOREMAINSEE CIVIL DWGSFOR ADDITIONALWORKCOORDINATE GASLINE RELOCATIONWITH GASCOMPANYEXISTING CONCRETETO BE DEMOLISHEDCURB TO BEDEMOLISHEDEXISTING CONCRETETO BE DEMOLISHEDEXISTING CANOPYTO BE DEMOLISHEDEXISTING CANOPYTO BE DEMOLISHEDEXISTING SIGN ONCONCRETE TO RENOVATEDNEW WOOD CLADDING ANDNUMBERSSEE NOTE #321ADDENDUM 11EXISTING PERIMETERWALL TO BE DEMOLISHEDSEE NOTE #4411TREE TOREMAINEXISTING.IRRIGATIONVALVES TO BERELOCATED02-14-25 51'-0"30'-8"18'-7"1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M N8'-0"8'-9"7'-9"8'-1"7'-5"14'-8"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-2"14'-6"4'-10"3'-11"15'-7"29'-3"28'-2" 101'-11" 5'-8"1'-9"DEMOLITION REFLECTIVE CEILING PLAN AD-102 P.L. 3/16" = 1'-0" DEMOLITION REFLECTIVE CEILING PLAN13/16"=1'-0" N ACOUSTIC CEILING AND LIGHTING FIXTURES TO BE DEMOLISHED EXCEPT WATER LINE, SEWER LINE AND PLUMBING LINE TO REMAIN (SEE MEP DRAWINGS) SEE NOTE #26 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA DEMOLITION LEGEND EXISTING CONDITIONS TO REMAIN PARTITION TO BE DEMOLISHED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN GENERAL DEMOLITION NOTES 1.BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. 2.THE CONTRACTOR SHALL ENGINEER, CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. 3.UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. 4.THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC AND WORKERS, ALSO THE PROTECTION OF PROPERTY THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA STANDARDS, AS APPLICABLE. 5.AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESS TO ALL FACILITIES AFFECTED BY THE CONSTRUCTION. 6.COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY, SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OF DUMPSTER. 7.ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 8.COORDINATE WITH ARCHITECTURE & ENGINEERING CONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITION PURPOSES. 9.COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOR EQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDE THE LIMITS OF CONSTRUCTION. 10.ALL MATERIALS TO BE REMOVED DURING DEMOLITION AND REUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED AND RESTORED TO STANDARD ACCEPTABLE TO OWNER PRIOR RE-INSTALLATION. 11.ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASE TO BE REMOVED THROUGHOUT THE SPACE. 12.COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITION DRAWINGS. 13.THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS, STRUCTURE AND EXISTING CONDITIONS. 14.GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALL COMMUNICATION AND SECURITY DEVICES WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF WORK. STRUCTURAL DEMOLITION NOTES 15.ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THE DESIGNATED DEMOLITION AREA SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN FOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER. 16.THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRIS TO A MAXIMUM LOADING OF 100 P.S.F. 17.CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED DURING DEMOLITION. ELECTRICAL DEMOLITION NOTES 18.COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS AS REQUIRED FOR DEMOLITION PURPOSES. 19.THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TO ANY DEMOLITION WORK. 20.CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OF ELECTRICAL SERVICE. 21.CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TO DISCONNECT OF TELEPHONE SERVICE. 22.ALL WORK SHALL BE COORDINATED WITH DEMOLITION CONTRACTOR. 23.ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO DEMOLITION WORK TO DETERMINE THE SCOPE OF WORK. 24.ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLY STUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICAL SYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION. 25.ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING AND OTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALL BE DISCONNECTED AT THE ELECTRICAL PANEL. NOTES 26.INTERIOR WALL TO BE DEMOLISHED 27.DOOR TO BE DEMOLISHED 28.BOLLARD TO BE DEMOLISHED 29.EXISTING WALL TO REMAIN 30.COLUMN TO REMAIN 31.COLUMN TO BE REMOVED AND REPLACED 32.EXISTING WALL TO BE DEMOLISHED 33.DRAIN PIPE TO REMAIN 34.FENCE AND GATE TO REMOVED 35.PERIMETER WALL TO BE REMOVED 36.WINDOW TO REMAIN 37.WINDOW TO BE DEMOLISHED 38.FLOOR DRAIN TO REMAIN 39.ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BE DEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THAT THE ENCLOSURE IS NOT A STRUCTURE. 40.CEILING FRAMING STRUCTURE TO BE DEMOLISHED 41.EXISTING CEILING TO BE DEMOLISHED 42.LIGHTING FIXTURES TO BE DEMOLISHED 43.GC SHALL FIELD VERIFY THAT ALL DEMOLITION WAS COMPLETED IN ACCORDANCE TO THE CONSTRUCTION DOCUMENTS. 44.EXISTING LANDSCAPE AND SHRUBS TO BE REMOVED COORDINATE WITH NEW PAVING EXTENSION SEE SHEET A-101 SEE NOTE #26 SEE NOTE #26 SEE NOTE #26 SEE NOTE #26 SEE NOTE #26SEE NOTE #26 SEE NOTE #26 SEE NOTE #26 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 SEE NOTE #29 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #39EXISTING STRUCTURE WALL TO REMAIN SEE NOTE #29 SEE NOTE #30 SEE NOTE #30 SEE NOTE #30 SEE NOTE #30SEE NOTE #30 AND NOTE #39 SEE NOTE #30 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 SEE NOTE #31 SEE NOTE #31 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #26 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #34 SEE NOTE #10 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #40 SEE NOTE #40 SEE NOTE #40 EXISTING STRUCTURE WALL TO REMAIN SEE NOTE #41 AND NOTE #42 MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS EXTERIOR CANOPY TO REMAIN (NOT IN SCOPE) SEE NOTE #30 SEE NOTE #30 SEE NOTE #29 SEE NOTE #32 1 1 1 SEE NOTE #34 SEE NOTE #30 SEE NOTE #35 1 ADDENDUM 1 02-14-25 123456789ABCDEFHIJKLMN8'-0"8'-9"7'-9"8'-1"7'-5"14'-8"2'-10"9'-6"13'-3"4'-8"9'-7" 96'-3"7'-2"14'-6"4'-10"3'-11"15'-7"29'-3"28'-2"101'-11"5'-8"1'-9"DEMOLITION ROOF PLANAD-103P.L.3/16" = 1'-0"DEMOLITION ROOF PLAN13/16"=1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sAPRIL 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011DEMOLITION SETA.P.BUILDING DEPARTMENT RELOCATION TO ANNEX - DEMOLITION PACKAGEEXISTING CONDENSER TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSSEE NOTE #30SEE NOTE #30SEE NOTE #30SEE NOTE #30SEE NOTE #5EXISTING ROOFINGSTRUCTURE TO REMAINEXISTING ROOFING MEMBRANE TOBE REMOVED ONLY EXISTINGROOFING STRUCTURE TO REMAINEXISTING ROOFINGSTRUCTURE TO REMAINEXISTING ROOFINGSTRUCTURE TO REMAINEXISTING ROOFINGSTRUCTURE TO REMAINEXISTING ROOFINGSTRUCTURE TO REMAINEXISTING CONDENSER TOBE DEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING CONDENSER TOBE DEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING CONDENSER TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING CONDENSER TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING ROOF CANOPYTO REMAIN (NOT IN SCOPE)EXISTING ROOFINGSTRUCTURE TO REMAIN48 HOURS BEFORE YOU DIGCALL SUNSHINE1-800-432-4770IT'S THE LAW IN FLORIDADEMOLITION LEGENDEXISTING CONDITIONS TO REMAINPARTITION TO BE DEMOLISHEDEXISTING TO BE DEMOLISHEDEXISTING TO REMAINGENERAL DEMOLITION NOTES1.BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTORSHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS ANDSPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.2.THE CONTRACTOR SHALL ENGINEER, CONSTRUCT ANDMAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED.3.UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALLBE CLEANED OF ALL DEBRIS AND PREPARED FOR NEWCONSTRUCTION.4.THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORTTO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLICAND WORKERS, ALSO THE PROTECTION OF PROPERTYTHROUGHOUT CONSTRUCTION. ALL WORK SHALL BEPERFORMED IN ACCORDANCE WITH OSHA STANDARDS, ASAPPLICABLE.5.AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THECONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESSTO ALL FACILITIES AFFECTED BY THE CONSTRUCTION.6.COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY,SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OFDUMPSTER.7.ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRISSHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT ALEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR.MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITEDON ADJACENT AND/OR NEARBY PROPERTY.8.COORDINATE WITH ARCHITECTURE & ENGINEERINGCONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITIONPURPOSES.9.COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOREQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDETHE LIMITS OF CONSTRUCTION.10.ALL MATERIALS TO BE REMOVED DURING DEMOLITION ANDREUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED ANDRESTORED TO STANDARD ACCEPTABLE TO OWNER PRIORRE-INSTALLATION.11.ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASETO BE REMOVED THROUGHOUT THE SPACE.12.COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITIONDRAWINGS.13.THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS,STRUCTURE AND EXISTING CONDITIONS.14.GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALLCOMMUNICATION AND SECURITY DEVICES WITH SERVICEPROVIDER PRIOR TO COMMENCEMENT OF WORK.STRUCTURAL DEMOLITION NOTES15.ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THEDESIGNATED DEMOLITION AREA SHALL BE DEMOLISHEDACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHINFOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS ANDANY DISCREPANCIES SHALL BE REPORTED TO THEARCHITECT/ENGINEER.16.THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRISTO A MAXIMUM LOADING OF 100 P.S.F.17.CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TODAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THEARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVEREDDURING DEMOLITION.ELECTRICAL DEMOLITION NOTES18.COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS ASREQUIRED FOR DEMOLITION PURPOSES.19.THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREMECAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TOANY DEMOLITION WORK.20.CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OFELECTRICAL SERVICE.21.CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TODISCONNECT OF TELEPHONE SERVICE.22.ALL WORK SHALL BE COORDINATED WITH DEMOLITIONCONTRACTOR.23.ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TODEMOLITION WORK TO DETERMINE THE SCOPE OF WORK.24.ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLYSTUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICALSYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THEARCHITECT'S ATTENTION.25.ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING ANDOTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALLBE DISCONNECTED AT THE ELECTRICAL PANEL.NOTES26.INTERIOR WALL TO BE DEMOLISHED27.DOOR TO BE DEMOLISHED28.BOLLARD TO BE DEMOLISHED29.EXISTING WALL TO REMAIN30.COLUMN TO REMAIN31.COLUMN TO BE REMOVED AND REPLACED32.EXISTING WALL TO BE DEMOLISHED33.DRAIN PIPE TO REMAIN34.FENCE AND GATE TO REMOVED35.PERIMETER WALL TO BE REMOVED36.WINDOW TO REMAIN37.WINDOW TO BE DEMOLISHED38.FLOOR DRAIN TO REMAIN39.ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BEDEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THATTHE ENCLOSURE IS NOT A STRUCTURE.40.CEILING FRAMING STRUCTURE TO BE DEMOLISHED41.EXISTING CEILING TO BE DEMOLISHED42.LIGHTING FIXTURES TO BE DEMOLISHED43.GC SHALL FIELD VERIFY THAT ALL DEMOLITION WASCOMPLETED IN ACCORDANCE TO THE CONSTRUCTIONDOCUMENTS.44.EXISTING LANDSCAPE AND SHRUBS TO BE REMOVEDCOORDINATE WITH NEW PAVING EXTENSION SEE SHEET A-101SEE NOTE #30SEE NOTE#30SEE NOTE #30SEE NOTE #32SEE NOTE #32SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #28LADDER TO BEDEMOLISHEDEXISTING R.W.DOWNPIPES TO REMAINEXISTING R.WDOWNPIPES TO REMAINPARTIAL ROOF EDGEFLASHING & ROOFINGMEMBRANE DEMOLITION(SEE A-302, SECTION D FORNEW VERTICAL EXTENSION)EXISTING EXHAUST FAN TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING EXHAUST FAN TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING EXHAUST FAN TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING EXHAUST FAN TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILS1111ADDENDUM 102-14-25 22'-2"6'-9" F.V.9'-8"9 8 7 6 5 4 3 2 1 50'-6" F.V. 22'-2"9'-8"13'-10"33'-4" 987654321 LADDER TO BE DEMOLISHED DEMOLITION SOUTH ELEVATION23/16"=1'-0" EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED LADDER TO REMAIN SEE NOTE #27SEE NOTE #28 EXISTING EXTERIOR STRUCTURE AND TILE TO REMAIN EXISTING EXTERIOR STRUCTURE AND TILE TO REMAIN T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" ROOF CANOPY NOT IN SCOPE ROOF CANOPY NOT IN SCOPE CANOPY TO BE DEMOLISHED CANOPY TO BE DEMOLISHED SEE NOTE #34 B.O. METAL DECK EL. +13'-10 1/2" DEMOLITION NORTH ELEVATION13/16"=1'-0" DEMOLITION ELEVATIONS AD-201 P.L. 3/16" = 1'-0" 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA DEMOLITION LEGEND EXISTING CONDITIONS TO REMAIN PARTITION TO BE DEMOLISHED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN GENERAL DEMOLITION NOTES 1.BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. 2.THE CONTRACTOR SHALL ENGINEER, CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. 3.UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. 4.THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC AND WORKERS, ALSO THE PROTECTION OF PROPERTY THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA STANDARDS, AS APPLICABLE. 5.AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESS TO ALL FACILITIES AFFECTED BY THE CONSTRUCTION. 6.COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY, SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OF DUMPSTER. 7.ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 8.COORDINATE WITH ARCHITECTURE & ENGINEERING CONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITION PURPOSES. 9.COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOR EQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDE THE LIMITS OF CONSTRUCTION. 10.ALL MATERIALS TO BE REMOVED DURING DEMOLITION AND REUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED AND RESTORED TO STANDARD ACCEPTABLE TO OWNER PRIOR RE-INSTALLATION. 11.ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASE TO BE REMOVED THROUGHOUT THE SPACE. 12.COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITION DRAWINGS. 13.THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS, STRUCTURE AND EXISTING CONDITIONS. 14.GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALL COMMUNICATION AND SECURITY DEVICES WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF WORK. STRUCTURAL DEMOLITION NOTES 15.ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THE DESIGNATED DEMOLITION AREA SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN FOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER. 16.THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRIS TO A MAXIMUM LOADING OF 100 P.S.F. 17.CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED DURING DEMOLITION. ELECTRICAL DEMOLITION NOTES 18.COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS AS REQUIRED FOR DEMOLITION PURPOSES. 19.THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TO ANY DEMOLITION WORK. 20.CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OF ELECTRICAL SERVICE. 21.CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TO DISCONNECT OF TELEPHONE SERVICE. 22.ALL WORK SHALL BE COORDINATED WITH DEMOLITION CONTRACTOR. 23.ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO DEMOLITION WORK TO DETERMINE THE SCOPE OF WORK. 24.ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLY STUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICAL SYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION. 25.ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING AND OTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALL BE DISCONNECTED AT THE ELECTRICAL PANEL. NOTES 26.INTERIOR WALL TO BE DEMOLISHED 27.DOOR TO BE DEMOLISHED 28.BOLLARD TO BE DEMOLISHED 29.EXISTING WALL TO REMAIN 30.COLUMN TO REMAIN 31.COLUMN TO BE REMOVED AND REPLACED 32.EXISTING WALL TO BE DEMOLISHED 33.DRAIN PIPE TO REMAIN 34.FENCE AND GATE TO REMOVED 35.PERIMETER WALL TO BE REMOVED 36.WINDOW TO REMAIN 37.WINDOW TO BE DEMOLISHED 38.FLOOR DRAIN TO REMAIN 39.ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BE DEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THAT THE ENCLOSURE IS NOT A STRUCTURE. 40.CEILING FRAMING STRUCTURE TO BE DEMOLISHED 41.EXISTING CEILING TO BE DEMOLISHED 42.LIGHTING FIXTURES TO BE DEMOLISHED 43.GC SHALL FIELD VERIFY THAT ALL DEMOLITION WAS COMPLETED IN ACCORDANCE TO THE CONSTRUCTION DOCUMENTS. 44.EXISTING LANDSCAPE AND SHRUBS TO BE REMOVED COORDINATE WITH NEW PAVING EXTENSION SEE SHEET A-101 T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" EXISTING EXTERIOR STRUCTURE AND STUCCO TO REMAIN SEE NOTE #27 SEE NOTE #40 SEE NOTE #40 EXISTING EXTERIOR STRUCTURE TO REMAIN SEE NOTE #37 SEE NOTE #27 SEE NOTE #27 SEE NOTE #37 SEE NOTE #37 PERIMETER WALL TO BE REMOVED LADDER TO BE DEMOLISHED EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED (COORDINATE WITH NEW PROPOSED STRUCTURE) SEE NOTE #35EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED DOOR TO BE REMOVED AND REPLACED DOOR TO BE REMOVED AND REPLACED http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXEXISTING EXTERIOR STRUCTURE TO REMAIN A.P. SEE NOTE #32 SEE NOTE #32 T.O.ROOF EL. +12'-8" 1 ADDENDUM 1 1 1 1 1 02-14-25 ABCDEFHIJKLMN 52'-6"13'-11"A B C D E F H I J K L M N DEMOLITION ELEVATIONS AD-202 P.L. 3/16" = 1'-0" DEMOLITION EAST ELEVATION13/16"=1'-0" DEMOLITION WEST ELEVATION23/16"=1'-0" EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN LADDER TO REMAIN SEE NOTE #32 EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN EXISTING EXTERIOR STRUCTURE AND CLADDING TO REMAIN LADDER TO REMAIN LADDER TO BE DEMOLISHED T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" ROOF CANOPY NOT IN SCOPE ROOF CANOPY NOT IN SCOPE SEE NOTE #34 SEE NOTE #28 TYP. OF 10 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA DEMOLITION LEGEND EXISTING CONDITIONS TO REMAIN PARTITION TO BE DEMOLISHED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN GENERAL DEMOLITION NOTES 1.BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. 2.THE CONTRACTOR SHALL ENGINEER, CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. 3.UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. 4.THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC AND WORKERS, ALSO THE PROTECTION OF PROPERTY THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA STANDARDS, AS APPLICABLE. 5.AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESS TO ALL FACILITIES AFFECTED BY THE CONSTRUCTION. 6.COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY, SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OF DUMPSTER. 7.ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 8.COORDINATE WITH ARCHITECTURE & ENGINEERING CONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITION PURPOSES. 9.COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOR EQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDE THE LIMITS OF CONSTRUCTION. 10.ALL MATERIALS TO BE REMOVED DURING DEMOLITION AND REUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED AND RESTORED TO STANDARD ACCEPTABLE TO OWNER PRIOR RE-INSTALLATION. 11.ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASE TO BE REMOVED THROUGHOUT THE SPACE. 12.COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITION DRAWINGS. 13.THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS, STRUCTURE AND EXISTING CONDITIONS. 14.GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALL COMMUNICATION AND SECURITY DEVICES WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF WORK. STRUCTURAL DEMOLITION NOTES 15.ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THE DESIGNATED DEMOLITION AREA SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN FOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER. 16.THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRIS TO A MAXIMUM LOADING OF 100 P.S.F. 17.CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED DURING DEMOLITION. ELECTRICAL DEMOLITION NOTES 18.COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS AS REQUIRED FOR DEMOLITION PURPOSES. 19.THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TO ANY DEMOLITION WORK. 20.CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OF ELECTRICAL SERVICE. 21.CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TO DISCONNECT OF TELEPHONE SERVICE. 22.ALL WORK SHALL BE COORDINATED WITH DEMOLITION CONTRACTOR. 23.ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO DEMOLITION WORK TO DETERMINE THE SCOPE OF WORK. 24.ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLY STUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICAL SYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION. 25.ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING AND OTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALL BE DISCONNECTED AT THE ELECTRICAL PANEL. NOTES 26.INTERIOR WALL TO BE DEMOLISHED 27.DOOR TO BE DEMOLISHED 28.BOLLARD TO BE DEMOLISHED 29.EXISTING WALL TO REMAIN 30.COLUMN TO REMAIN 31.COLUMN TO BE REMOVED AND REPLACED 32.EXISTING WALL TO BE DEMOLISHED 33.DRAIN PIPE TO REMAIN 34.FENCE AND GATE TO REMOVED 35.PERIMETER WALL TO BE REMOVED 36.WINDOW TO REMAIN 37.WINDOW TO BE DEMOLISHED 38.FLOOR DRAIN TO REMAIN 39.ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BE DEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THAT THE ENCLOSURE IS NOT A STRUCTURE. 40.CEILING FRAMING STRUCTURE TO BE DEMOLISHED 41.EXISTING CEILING TO BE DEMOLISHED 42.LIGHTING FIXTURES TO BE DEMOLISHED 43.GC SHALL FIELD VERIFY THAT ALL DEMOLITION WAS COMPLETED IN ACCORDANCE TO THE CONSTRUCTION DOCUMENTS. 44.EXISTING LANDSCAPE AND SHRUBS TO BE REMOVED COORDINATE WITH NEW PAVING EXTENSION SEE SHEET A-101 B.O.METAL DECK EL. +13'-10 1/2" SEE NOTE #36 SEE NOTE #36 SEE NOTE #35 CONCRETE FRAME TO BE DEMOLISHEDSEE NOTE #27SEE NOTE #27 EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN RWL TO BE DEMOLISHED DRAIN PIPE TO BE DEMOLISHED RWL TO BE DEMOLISHED SEE NOTE #32 CONCRETE FRAME TO BE DEMOLISHED SEE NOTE #35 EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED (COORDINATE WITH NEW PROPOSED STRUCTURE) SEE NOTE #27 SEE NOTE #37 CANOPY TO BE DEMOLISHED CANOPY TO BE DEMOLISHED LADDER TO BE DEMOLISHED SEE NOTE #27 1 ADDENDUM 1 1 1 1 1 02-14-25 GASGASELE C T ELECTELECTELECTELECTX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGASGASGASGAS E LEC T E L EC T ELEC T ELEC T E L EC T 1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M 8'-0"8'-9"7'-9"9'-10"7'-5"9'-2"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-3"14'-6"4'-10"3'-10"15'-8"29'-3"28'-3" 125'-2" 5'-7" 0.90.8 12'-3"11'-0" G 5'-6"N http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSITE PLAN P.L.A.P. 3/32" = 1'-0" SITE PLAN A-1003/32"=1'-0"1 N LOADING AREA 4'-0"4'-3"4'-0"4'-2"13'-11" 2 0 ' - 2 "4'-0"11'-3"93'-2" EXISTING BUILDING NEW BUILDING ADDITIONBUILDING SETBACKCITY OF SUNNY ISLES BEACH GOVERNMENT CENTER (NOT IN SCOPE) PARKING GARAGE (NOT IN SCOPE)PROPERTY BOUNDARYBUILDING SETBACK PROPERTY BOUNDARY BUILDING SETBACK BUILDING SETBACK PROPERTY BOUNDARY FPL SIGN ON CONCRETE COLLINS AVENUEBUILDING SETBACK PROPERTY BOUNDARY PRO P E R T Y B O U N D A R Y LOCATION FOR NEW LIGHT POLE TO BE LOCATED 6' HIGH HORIZONTAL WOOD PANEL FENCE GENERATOR MTU GS200 ON CONCRETE SLAB SEE ELECTRICAL RADIATOR END R R NEW GAS METER & REGULATOR (SEE PLUMBING) BY GAS COMPANY NEW GAS METER & REGULATOR LOCATED MIN 4'-6" EAST OF DOOR OPENING BY GAS COMPANY (SEE PLUMBING) GENERAL NOTES: 1.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND 1 ADDENDUM 1 1 1 02-14-25 GASGASGASGASGASELE C T ELE C T ELECT ELECTELECTELECTELECTELECTELECTELECTELECTELECTXXXXXXXXXXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS ELEC T ELEC T E L EC T E L EC T ELEC T ELEC T ELEC T E L EC T ELEC T ELEC T 6'-0" 4'-0" 4" 0'-6" 3'-0" 7'-0" 1'-0"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSTRIPING PLAN G.S.A.P. AS SHOWN A-100.1 3/16"=1'-0"1 N EXISTING PARKING TO REMAIN NEW 4" THICK STRIPING NEW PARKING STRIPING NEW STOP SIGN BOLLARD DETAIL, TYP. 1/2"=1'-0"3 STOP SIGN DETAIL, TYP. 1/2"=1'-0"2 NEW ADA PARKING SIGN, TYP. NEW ADA PARKING SIGN, TYP. NEW DUMPSTER ENCLOSURE, SEE DETAIL 5/A-100.1 NEW TYPE D CURB, TYP. NEW PAVERS TO MATCH EXISTING NEW BOLLARDS, TYP. OF 3 SLOPE CONCRETE AWAY FROM PIPE PAVERS 12" DIA. CONCRETE FOOTING WELL COMPACTED FILL MIN. 90% DENSITY 4'-0" FROM FOUNDATION PERIMETER PAINTED 6" DIA. GAL. STEEL PIPE FILED W/ CONCRETE (LEAVE CROWN AT TOP) R1-1 STOP SIGN (30"x30") CONCRETE FOOTING BREAK AWAY GALVANIZED SIGN POST LOCATION FOR NEW LIGHT POLE - SEE ELECTRICAL DRAWINGS R2'-6" FPL 5'-6" 5'-4" 6'-2" 5'-6"4'-3"RADIATOR END GENERATOR MTU GS200 ON CONCRETE SLAB SEE ELECTRICAL 5'-0" 4'-0" 4'-0" 12'-0" 33'-10" 20'-2" BUILDING SETBACKPROPERTY BOUNDARYPROPERTY BOUNDARY CL 17'-5" 5'-6" CL 5'-6" NEW ROYAL PALM TREE STRIPING PLAN & DETAILS R85'-3" GENERAL NOTES: 1.ALL SIGNING AND STRIPING SHALL CONFORM TO FDOT REQUIREMENTS 2.G.C. TO COORDINATE REQUIRED OPENING, DISTANCE, & DIMENSION FOR SPEED HUMP PRIOR INSTALLATION. 3.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 6'-0" 1 ADDENDUM 1 1 1 02-14-25 GASGASELE C T ELECTELECTELECTELECTX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGASGASGASGASELEC T E L EC T ELEC T ELEC T ELEC T 1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M 8'-0"8'-9"7'-9"9'-10"7'-5"9'-2"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-3"14'-6"4'-10"3'-10"15'-8"29'-3"28'-3" 125'-2" 5'-7" 0.90.8 12'-3"11'-0" G 5'-6"N http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXPAVERS PLAN P.L.A.P. 3/32" = 1'-0" PAVER PLAN A-100.23/32"=1'-0"1 N CONC. SIDE WALK TO BE DEMOLISHED NEW PAVERS TO MATCH EXISTING EXISTING PAVERS TO REMAIN NEW BRICK PAVERS TO MATCH EXISTING NEW BRICK PAVERS TO MATCH EXISTING NEW CONCRETE A-100.3 1 A-100.3 2 A-100.3 3 NEW PAVER SYSTEM LIGHT GREY TO MATCH EXIST NON-SHADED AREA DENOTES EXISTING TO REMAIN NEW CONC TO MATCH EXIST NEW PAVER SYSTEM DARK GREY TO MATCH EXIST A-504 1 A-504 2 A-504 3 SHADING LEGEND SIGN ON CONCRETE BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PRO P E R T Y B O U N D A R Y 133'-11" CITY OF SUNNY ISLES BEACH GOVERNMENT CENTER (NOT IN SCOPE) CITY OF SUNNY ISLES BEACH BUILDING DEPARTMENT (SEE SHEET A-101)SLOPEEXTERIOR HALF WALL GENERAL NOTES: 1.ALL SIGNING AND STRIPING SHALL CONFORM TO FDOT REQUIREMENTS 2.G.C. TO COORDINATE REQUIRED OPENING, DISTANCE, & DIMENSION FOR SPEED HUMP PRIOR INSTALLATION. 3.G.C SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. (2)NEW LANDSCAPE LIGHTS, SEE ELECTRICAL 1 ADDENDUM 11 02-14-25 GASGASGASGASGASELE C T ELE C T ELECT XXXXXXXXXXXXXXXXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS ELEC T E L EC T E LEC T ELEC T ELEC T ELEC T E L EC T ELEC T ELEC T ELEC T X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXE F H I J K L M G N XXXXXXXXXXXXXXXXXXhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXNEW PAVERS - WEST P.L.A.P. AS SHOWN PAVER DETAILS A-100.33/16"=1'-0"1 N PARKING STRIPING TO BE REPAINTED NEW BRICK PAVERS TO MATCH EXISTING NEW PAVERS - EAST2 NEW CONCRETE WALKWAY - SOUTH3 3/16"=1'-0" 3/16"=1'-0" NEW BRICK PAVERS TO MATCH EXISTING PAVERS TO BE PAINTED TO MATCH EXISTING NEW CONCRETE (SEE CIVIL DRAWINGS) ADA RAMP 1/8 V-CUT CONTROL JOINT @ 10'-0" O.C. A-100.4 7 A-100.4 6 AREA A AREA B NOTE: AREA SHOWN IN THE TABLE DOES NOT INCLUDE WASTE MATERIAL. GC SHOULD INCLUDE WASTE QTY. NEEDED. UP CONCRETE CURB NEW LIGHT POLE NEW CONCRETE SLAB SIDEWALK SEE CIVIL EXISTING PAVERS TO REMAIN NAVD29 +6.13' T.O. SLAB +NGVD 8.00' 265'-6" 4'-11" SHADING LEGEND RADIATOR END GENERATOR MTU GS200 SEE ELECTRICAL EXISTING ASPHALT PAVEMENT EXISTING ASPHALT AREA TOTAL AREAS SQFT A B 1079 SF 300 SF NAVD29 +7.54' NAVD29 +7.26' NAVD29 +7.13' T.O. PAVER 12'-11"42'-3"N N NEW PAVER SYSTEM LIGHT GREY TO MATCH EXIST NON-SHADED AREA DENOTES EXISTING TO REMAIN NEW CONC TO MATCH EXIST NEW PAVER SYSTEM DARK GREY TO MATCH EXIST 4'-2"22'-10"8'-0" 7' - 1 0 "8'-4"7'-9"11'-11" 4'-7" 1'-9" 2 0 ' - 3 " 21' - 1 " 1 9 ' - 8 " 20 ' - 1 " 23'- 1 "R2'-7"22'-6"3'-2"R 9 " 8'-9" 4'-6" R1'-4"R2'-6"19'-0" 15'-3"601'-10"NEW ROYAL PALM TREE SLOPENEW 36" HIGH FENCE ON CONCRETE CURB. BUILDING FOOTPRINT NEW BRICK PAVERS TO MATCH EXISTING BUILDING FOOTPRINT 18'-6"22'-8"PAVEMENT NAVD29 +7.50' PAVEMENT NAVD29 +7.24'2'-0"10'-8"GENERAL NOTES: 1.ALL SIGNING AND STRIPING SHALL CONFORM TO FDOT REQUIREMENTS 2.G.C. TO COORDINATE REQUIRED OPENING, DISTANCE, & DIMENSION FOR SPEED HUMP PRIOR INSTALLATION. 3.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. NEW TREE PLANTER SEE DETAIL IN A-100.4 NEW TREE PLANTER SEE DETAIL IN A-100.4 1 ADDENDUM 11 02-14-25 6"18"JOINT SEAL 1/2" EXP. JOINT2" Rhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXP.L.A.P. AS SHOWN PAVER DETAILS CONT. A-100.4 CURB DETAIL TYP.5 1-1/2"=1'-0" PAVERS & CONC. SLAB DETAIL TYP.1 1-1/2"=1'-0" ASPHALT SURFACE PAVEMENT & LANDSCAPE DETAIL TYP.3 1-1/2"=1'-0" TREE PLANTING PAVER DETAIL TYP.7 1"=1'-0" BRICK PAVERS NEW ROYAL PALM TREE PAVERS & ROAD DETAIL TYP.2 1-1/2"=1'-0" ASPHALT BINDER AGGREGATE BASE COURSE INTERLOCKING PERMEABLE CONCRETE PAVERS 1/4" #89 CRUSHED STONE POLLUTION CONTROL FABRIC NON-WOOVEN GEOTEXTILE FABRIC SUB-BASE 3/4" #57 STONE INTERLOCKING PERMEABLE CONCRETE PAVERS 1/4" #89 CRUSHED STONE POLLUTION CONTROL FABRIC NON-WOOVEN GEOTEXTILE FABRIC SUB-BASE 3/4" #57 STONE 4" CONCRETE PAVEMENT W/. BROOM FINISH 6" CRUSHED STONE TO 95% PROCTOR CONCRETE CURB ADA SIDEWALK CURB & RAMP DETAILS UP 2% MAX. SLOPE LANDING 1/4"=1'-0"6 1'-6"8"8" BRICK PERMEABLE PAVER SIDEWALK 2'-0" LANDSCAPE RETAINING CONC. CURB 1/4 #89 CRUSH STONE INTERLOCKING PERMEABLE CONCRETE PAVERS SUB-BASE 3/4" #57 STONE POLLUTION CONTROL FABRIC NON-WOVEN GEOTEXTILE FABRIC 10'-8" DETECTABLE WARNING PANEL CURB TRANSITION 4'-7"GENERAL NOTES: 1.ALL SIGNING AND STRIPING SHALL CONFORM TO FDOT REQUIREMENTS. 2.G.C. TO COORDINATE REQUIRED OPENING, DISTANCE, & DIMENSION FOR SPEED HUMP PRIOR INSTALLATION. 3.FOR PURA NFC BY TRESPA, INSTALLED AS PER MANUFACTURER RECCOMENDATION. G.C. TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 4.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 1 ADDENDUM 11 02-14-25 1 GASGASGASELE C T ELECT ELECTELECTELECTELECTELECTELECTX X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGASGASGASGASGASGASELEC T ELEC T E L EC T E LEC T E L EC T ELEC T K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON COLUMN EXISTING TO REMAIN 6'-9"8' - 4 "8'-4"6'-4"11'-4"5'-0"11'-4"5'-10"5'-0" 18'-0" 17'-7" 33'-10"12'-4"3'-9"4'-0"4'-0" 18'-6"5'-2"3'-0" 4'-7" 4'-6" 4'-0"4'-0"10'-0" 1'-11" 4'-2"35'-10"5'-2"3'-7"5'-1"12'-4" 1'-1"3'-5"2'-10"6'-1"1'-7"6'-1"1'-7"6'-1"2'-2"6'-1" 1'-6" 6'-3" 1'-5" 6'-3" 1'-1"3'-2"4'-1"8"43'-1"8"8'-6"8'-8"43'-0"1'-4"4'-4"13'-2"8'-0"15'-8"12'-0"2'-10"1'-7"21'-11"8'-1"2'-0"12'-0"4'-1"11'-8"9'-9"1'-1"4" 6'-8"2'-1"8'-9"1'-2"6'-2"8'-9"8'-9"1'-2"8'-9"3'-11"7'-11" 1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M 8'-0"8'-9"7'-9"9'-10"7'-5"9'-2"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-3"14'-6"4'-10"3'-10"15'-8"29'-3"28'-3" 125'-2" 5'-7" 0.90.8 12'-3"11'-0" G 5'-6"N 5'-0" STEP FLUSH STEP http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXFLOOR PLAN 1/8"=1'-0"1 P.L.A.P. 1/8" = 1'-0" FLOOR PLAN A-101 N CANOPY ABOVE CANOPY ABOVE GENERATOR MTU GS200 SEE ELECTRICAL FOR DETAILS DUMPSTER CURB WOOD FENCE BOLLARDS (TYP. OF 3) LOADING AREA CANOPY ABOVE CANOPY ABOVE PROPERTY BOUNDARY PROPERTY LINE CURB EXISTING LIGHT POLE TO BE RELOCATED EXISTING LIGHT POLE NEW LOCATION GAS METER & REGULATOR SEE CIVIC PROPERTY BOUNDARYBUILDING SETBACKSIGN ON CONCRETE PRO P E R T Y B O U N D A R Y PROPERTY BOUNDARY FPL BUILDING SETBACK 1 A-101.1 ELECTRICAL ROOM MECHANICAL ROOM3'-3"9"1'-6"35'-2"2'-8"36" POST AND WOODEN SLAT FENCE ON CONCRETE CURB 6 A-801 GENERAL NOTES: 1.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 1 ADDENDUM 1 1 1 1 1 1 1 1 1 02-14-25 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS, AND MANUAL FOLDING DOOR, PER FBC 2023, ACCESSIBILITY, 8TH EDITION, TABLE 404.2.4.2 LEGEND EXISTING TO REMAIN LEGEND NEW EXTERIOR WALL NEW INTERIOR WALL 1 1 X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXK-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON COLUMN EXISTING TO REMAIN 4'-0" 10'-1"12'-0"10'-1"12'-0"10'-1"12'-0"10'-4"12'-0"13'-7"10'-1"10'-4"16'-4"10'-4"16'-0"10'-8"13'-10"1'-3"18'-8"15'-0"19'-10"9'-6"7'-4"6'-11"9'-11"7'-8"16'-11" 9'-11"7'-3"27'-11"3'-4" 4'-6" 11'-3"9'-0"7'-8"13'-2"9'-0"13'-2"9'-0"13'-2"8'-10"9'-2"9'-0"9'-2"9'-0"17'-11"10'-4"12'-6"10'-4"4'-6"4'-10"9'-2"9'-0"9'-2"9'-0"4'-5"7'-5" 8'-9"4'-6"4'-10"6'-4"9'-3"9'-3" 12'-7" 7'-8"7'-5"16'-10" 8'-2"7'-3"5'-10"4'-0"3'-11"3'-3"2'-8"14'-11" 23'-4"55'-11"18'-4"2'-8"8'-2"6'-1"8'-2" 9'-1"9'-1"7'-8"7'-8"4'-0" 19'-11" 8'-6" 3'-6"14'-2"5'-8"7'-4"8'-0"9'-9"7'-4"11'-7" 15'-7"8'-0"1'-8"6'-1"1'-6"7'-7 1/2"2'-2"1 7'-3"14'-6"4'-10"3'-10"15'-8"29'-3" 132'-5" 5'-7"28'-3"9'-7"4'-8"13'-3"9'-6"2'-10"9'-2"7'-5"1'-9"8'-1"7'-9"8'-9"8'-0"96'-3"2 3 4 5 6 7 8 9 A B C D E F H I J K L N 0.90.8 12'-3"11'-0" G 5'-6"M 5'-6"7'-11"7'-11"11'-1"6'-6"10'-4"7'-7 1/2"5'-11"13'-7"7'-1"3'-2" 5'-1" 10'-9" 4'-0" 4'-4"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSOFFIT ABOVE NEW COLUMN P.L.A.P. 3/16" = 1'-0" ENLARGED FLOOR PLAN A-101.1ENLARGED FLOOR PLAN 3/16"=1'-0"1 A-302 C A-302 D A-301 B A-303 F A-202 2 A-202 1 A-201 1 A-501 1 A-301 A A-201 2 A-401 1 N NEW COLUMN NEW COLUMN CANOPY ABOVE CANOPY ABOVECANOPY ABOVE CANOPY ABOVE (INTERIOR NOT IN SCOPE) 1 A-403 SOFFIT ABOVE SOFFIT ABOVE A-503 3 A-503 1 A-507 1 A-406.1 1 01 02 10 13 03 04 05 06 07 08 09 11 12 14 22 23 25 15 16 17 1819 20 21 A-802 1 BUILDING OFFICIAL OR DIRECTOR 001 156 SQFT BUILDING DEPT. MANAGER 002 159 SQFT BREAKROOM 003 401 SQFT ASSISTANT BUILDING OFFICIAL 004 133 SQFT ADMIN 005 69 SQFT ADMIN 006 69 SQFT CHIEF BUILDING INSPECTOR 007 120 SQFT CHIEF PLUMBING INSPECTOR 008 121 SQFT CHIEF MECHANICAL INSPECTOR 009 121 SQFT CHIEF ELECTRICAL INSPECTOR 010 121 SFQT CALL CENTER 011 181 SQFT FLOOD PLAIN ADMINISTRATOR 014 116 SQFT SR. PLUMBING INSPECTOR 015 81 SQFT PLUMBING INSPECTOR 016 81 SQFT CONFERENCE ROOM 017 184 SQFT SR. BUILDING INSPECTOR 012 116 SQFT BUILDING INSPECTOR 013 116 SQFT SR. MECHANICAL INSPECTOR 018 81 SQFT MECHANICAL INSPECTOR 019 81 SQFT SR. ELECTRICAL INSPECTOR 020 81 SQFT ELECTRICAL INSPECTOR 021 81 SQFT INSPECTOR 023 81 SQFT INSPECTOR 024 81 SQFT SR. BUILDING PLAN EXAMINER 025 81 SQFT INSPECTOR 026 81 SQFT INSPECTOR 027 81 SQFT MEETING ROOM 022 128 SQFT SR. BUILDING PLAN EXAMINER 028 81 SQFT IT ROOM 029 48 SQFT STRUCTURE PLAN EXAMINER 030 140 SQFT PLAN COORDINATOR 031 105 SQFT BUSINESS CENTER SUPERVISOR 033 BUSINESS CENTER ADMINISTRATOR 034 375 SQFT STORAGE 035 78 SQFT PERMIT SUPERVISOR 032 110 SQFT JANITOR'S CLOSET 036 33 SQFT WOMEN'S RESTROOM 037 69 SQFT MEN'S RESTROOM 038 69 SQFT WOMEN'S RESTROOM 039 69 SQFT MEN'S RESTROOM 040 49 SQFT JANITOR'S CLOSET 041 42 SQFT UNISEX RESTROOM 042 62 SQFT WAITING AREA 043 633 SQFT MAIN ENTRANCE & LOBBY 044 FUTURE LEASABLE AREA 045 1,044 SQFT ELECTRICAL ROOM 046 59 SQFT MECHANICAL ROOM 047 69 SQFT 001 002 003 004 005 006 007 008 009 010 011 012 013 014 016 017 018 019 020 021 022 023 024025 026 027 028 029 030 031 032 033 034 035 036 01 02 03 04 09 10 11 12 13 14 05 06 07 T.O. PAVER +NGVD 7.30' T.O. PAVER +NGVD 7.37' T.O. PAVER +NGVD 7.41' T.O. PAVER +NGVD 8.00' T.O. PAVER +NGVD 8.00' T.O. SLAB +NGVD 8.00' T.O. F.F. +NGVD 8.00' A-503 2 T.O. PAVER +NGVD 7.43' T.O. PAVER +NGVD 8.00' T.O. SLAB +NGVD 8.00' T.O. PAVER +NGVD 7.43' T.O. SLAB +NGVD 8.00' T.O. SLAB +NGVD 8.00' T.O. PAVER +NGVD 7.45' T.O. PAVER +NGVD 7.54' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' P-05 M-02 M-01 M-12 M-12 M-05 M-12 M-02 M-02 M-07 M-12 M-06 M-07 M-07M-07M-04M-04M-11M-11M-13M-13M-13M-13 M-13 M-13 M-13 M-13 M-13 M-13 M-07 M-01 M-01 M-17 P-08P-10 P-06 P-08 P-08 P-08 P-08 P-08 P-08P-06 P-03 P-01 P-05 P-05 M-14 M-15 P-02 P-04 P-05 P-02 P-01 M-16 P-02 P-02 P-02 P-02 P-02P-05 P-05 M-18 M-19 P-05 P-05 P-06 M-15 P-06 P-05 P-06 M-19 M-14 P-06 P-09P-09 P-06 P-06 P-06P-06 P-06 P-06 P-07 P-07 P-06 P-06 P-06 P-06 P-10 P-06 P-06 P-06 M-13 P-06 P-06 P-06P-06 P-06 P-06 P-06 P-11 E A-302 CANOPY ABOVE36" POST AND WOODEN SLAT FENCE ON CONCRETE CURB A-503 5 A-501 2 A-403 2 A-400 1 NEW RAINWATER LEADER NEW RAINWATER LEADER NEW RAINWATER LEADER A-501 3 ROOF OVERHANG ABOVE A-507 10 A-503 4 A-405 1 A-406 1 1.G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF CANOPY 2.G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF FENCE. 3.G.C. TO SUBMIT SHOP DRAWINGS FOR INTERIOR AND EXTERIOR SIGNAGE. 4.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. GENERAL NOTES: 24 P-06 A-801 7 A-801 5 CLERK COUNTER 1 CLERK COUNTER 2 1 ADDENDUM 1 1 1 1 1 1 1 1 1 1 02-14-25 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS, AND MANUAL FOLDING DOOR, PER FBC 2023, ACCESSIBILITY, 8TH EDITION, TABLE 404.2.4.2 LEGEND EXISTING TO REMAIN LEGEND NEW EXTERIOR WALL NEW INTERIOR WALL 1 1 1 X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXK-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON COLUMN EXISTING TO REMAIN 1 7'-3"14'-6"4'-10"3'-10"15'-8"29'-3" 132'-5" 5'-7"28'-3"9'-7"4'-8"13'-3"9'-6"2'-10"9'-2"7'-5"1'-9"8'-1"7'-9"8'-9"8'-0"96'-3"2 3 4 5 6 7 8 9 A B C D E F H I J K L N 0.90.8 12'-3"11'-0" G 5'-6"M http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXFURNITURE PLAN 3/16"=1'-0"1 P.L.A.P. 3/16" = 1'-0" FURNITURE LAYOUT PLAN A-101.2 N BUILDING OFFICIAL OR DIRECTOR 001 BUILDING DEPT. MANAGER 002 BREAKROOM 003 ASSISTANT BUILDING OFFICIAL 004 ADMIN 005 ADMIN 006 CHIEF BUILDING INSPECTOR 007 CHIEF PLUMBING INSPECTOR 008 CHIEF MECHANICAL INSPECTOR 009 CHIEF ELECTRICAL INSPECTOR 010 CALL CENTER 011 FLOOD PLAIN ADMINISTRATOR 014 SR. PLUMBING INSPECTOR 015 PLUMBING INSPECTOR 016 CONFERENCE ROOM 017 SR. BUILDING INSPECTOR 012 BUILDING INSPECTOR 013 SR. MECHANICAL INSPECTOR 018 MECHANICAL INSPECTOR 019 SR. ELECTRICAL INSPECTOR 020 ELECTRICAL INSPECTOR 021 INSPECTOR 023 INSPECTOR 024 SR. BUILDING PLAN EXAMINER 025 INSPECTOR 026 INSPECTOR 027 MEETING ROOM 022 SR. BUILDING PLAN EXAMINER 028 IT ROOM 029 STRUCTURE PLAN EXAMINER 030 140 SQFT STORAGE 035 JANITOR'S CLOSET 036 WOMEN'S RESTROOM 037 MEN'S RESTROOM 038 WOMEN'S RESTROOM 039 MEN'S RESTROOM 040 JANITOR'S CLOSET 041 UNISEX RESTROOM 042 WAITING AREA 043 MAIN ENTRANCE & LOBBY 044 FUTURE LEASABLE AREA 045 ELECTRICAL ROOM 046 MECHANICAL ROOM 047 GENERAL NOTES: 1.REFER TO FURNITURE VENDOR'S PLANS AND PRELIMINARY BUDGET LIST FOR ALL OF FURNITURE EQUIPMENT QUOTED FOR THIS PROJECT. 2.REFER TO FURNITURE SCHEDULE SHEET A-601. 3.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. PLAN COORDINATOR 031 105 SQFT BUSINESS CENTER SUPERVISOR 033 BUSINESS CENTER ADMINISTRATOR 034 375 SQFT PERMIT SUPERVISOR 032 110 SQFT CLERK COUNTER 1 CLERK COUNTER 2 01 01 02 02 02 02 211 03 03 06 06 209 209 CHIEF MECHANICAL INSPECTOR 009 CHIEF ELECTRICAL INSPECTOR 010 01 01 08 07 210 15 30 26 28 26 210 2024 23 209 209 211 53 5352 211 211 211 55 55 55 60 59 61 61 61 61 61 61 61 61 61 61 61 61 61 6161 211 211 70 70 97 97 96 96 100 100 72 101 101 71 69 210 209 209 209 209 209 209 103 209 209 209 103 210 210 210 210 210 102 102 102 102 102 209 209 104 105 104 105 104 105 104 105 104 104 105 104 105 111 110 109 112 211 211 211 113113 118 118 148 115 115 125 125 124 124 124 115 113 153211 200 199 161 165 165 161 163 153 211 161 163 211 163 153 211 163 162 163 163 153 211 161 153 211 161 165165 153 211 153 211 153 211 153 211 161 165 197 198 165 161 197 198 153 42 201 203 201 203 201 203 203 201 203 201 202 202 202 201 203201203201203 201201203 203 206 205204 204 204 204 204 204 204204 204 204 204 204 204 204 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 125 212 213 211 211 211211 51 51 51 3333 210 211 211 210 105 108 14 1519 1519 14 3535 3335 30 28 26 30 28 148 148 117116 149 209 209 209 165 161 161 165 199 200 200 200199199 200 200199199 200199 200 199 200 199200199 161 165 163 163 163 163163 165 161 165161 161 163 153 161 163 161 163 153 161 163 1 ADDENDUM 1 1 1 02-14-25 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS, AND MANUAL FOLDING DOOR, PER FBC 2023, ACCESSIBILITY, 8TH EDITION, TABLE 404.2.4.2 LEGEND EXISTING TO REMAIN LEGEND NEW EXTERIOR WALL NEW INTERIOR WALL 1 COLUMN EXISTING TO REMAIN 1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M 8'-0"8'-9"7'-9"9'-10"7'-5"9'-2"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-3"14'-6"4'-10"3'-10"15'-8"29'-3"28'-3" 125'-2" 5'-7" 0.90.8 12'-3"11'-0" G 5'-6"N 1.G.C.TO COORDINATE REQUIRED DISTANCES AND DIMENSIONS FOR NEW FLOORING. 2.G.G. TO SUBMIT PRODUCT SPECIFICATIONS, DATA AND SAMPLES FOR APPROVAL PRIOR TO ORDER AND INSTALLATION. 3.ALL CARPET SHALL HAVE NOT LESS THAN CLASS B FLAME SPREAD. 4.INTERIOR FINISHES FOR WALLS, CEILINGS, AND FLOORS SHALL COMPLY WITH REQUIREMENT FOR FBC 2023 CHAPTER 8 INTERIOR FINISHES. 5.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 6.GRIT SPECIFICATION OF 400/800 TO BE PERFORMED TO ACHIEVE FINE HONING. CANOPY ABOVE P.L.A.P. 1/8" = 1'-0" FINISH FLOOR PLAN A-102 FINISH FLOOR PLAN 1/8"=1'-0"1 N EGRESS (INTERIOR NOT IN SCOPE) EGRESS EGRESS FLOOR FINISH LEGEND 1 CARPET 1 2 CARPET 2 3 HONED CONCRETE 4 ESD STATIC DISSIPATIVE TILE 5 LVT 6 EXISTING TO REMAIN FLOOR FINISH SCHEDULE KEY LEGEND TITLE MANUFACTURER DESCRIPTION MATERIAL COLOR MODEL REMARK 1 CARPET 1 MILLIKEN CARPET TILE CARPET BLUE CHROMA TWE52 OR SIMILAR APPROVED 2 CARPET 2 MILLIKEN CARPET TILE CARPET 197 TEAL BLEND MDR201 OR SIMILAR APPROVED 3 HONED CONCRETE -HONED CONCRETE CONCRETE --GRIT SPECIFICATION 400/800 4 ESD STATIC DISSIPATIVE TILE ARMSTRONG EXCELON SDT STATIC DISSIPATIVE TILE ESD RIDGE EXCELON SDT RIDGE: 51957 OR SIMILAR APPROVED 5 LVT ADORE FLOORS LUXURY VINYL TILE TILE ATTAIN NAT-604 OR SIMILAR APPROVED CANOPY ABOVE CANOPY ABOVE CANOPY ABOVE BUSINESS CENTER SUPERVISOR 033 122 SQFT STORAGE 035 78 SQFT JANITOR'S CLOSET 036 33 SQFT WOMEN'S RESTROOM 037 69 SQFT MEN'S RESTROOM 038 69 SQFT WOMEN'S RESTROOM 039 69 SQFT MEN'S RESTROOM 040 49 SQFT JANITOR'S CLOSET 041 42 SQFT INSPECTOR 023 81 SQFT INSPECTOR 024 81 SQFT SR. BUILDING PLAN EXAMINER 025 81 SQFT INSPECTOR 026 81 SQFT INSPECTOR 027 81 SQFT SR. BUILDING PLAN EXAMINER 028 81 SQFT IT ROOM 029 48 SQFT STRUCTURE PLAN EXAMINER 030 140 SQFT BUILDING INSPECTOR 013 116 SQFT FLOOD PLAIN ADMINISTRATOR 014 116 SQFT SR. PLUMBING INSPECTOR 015 81 SQFT PLUMBING INSPECTOR 016 81 SQFT CONFERENCE ROOM 017 184 SQFT SR. MECHANICAL INSPECTOR 018 81 SQFT MECHANICAL INSPECTOR 019 81 SQFT ELECTRICAL INSPECTOR 021 81 SQFT BREAKROOM 003 401 SQFT ASSISTANT BUILDING OFFICIAL 004 133 SQFT ADMIN 005 65 SQFT ADMIN 006 65 SQFT CHIEF BUILDING INSPECTOR 007 120 SQFT CHIEF PLUMBING INSPECTOR 008 121 SQFT CHIEF MECHANICAL INSPECTOR 009 121 SQFT CHIEF ELECTRICAL INSPECTOR 010 121 SFQT CALL CENTER 011 181 SQFT PERMIT SUPERVISOR 032 110 SQFT MEETING ROOM 022 128 SQFT SR. BUILDING INSPECTOR 012 116 SQFT BUILDING DEPT. MANAGER 002 159 SQFT UNISEX RESTROOM 042 62 SQFT WAITING AREA 043 633 SQFT MAIN ENTRANCE & LOBBY 044 FUTURE LEASABLE AREA 045 1,044 SQFT ELECTRICAL ROOM 046 59 SQFT MECHANICAL ROOM 047 69 SQFT BUILDING OFFICIAL OR DIRECTOR 001 156 SQFT SR. ELECTRICAL INSPECTOR 020 81 SQFT GENERAL NOTES: BUSINESS CENTER ADMINISTRATOR 034 375 SQFT PLAN COORDINATOR 031 105 SQFT CLERK COUNTER 1 CLERK COUNTER 2 ADDENDUM 11 1 1 1 02-14-25 1 1 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX1 12 K1W10x12W10x12W10x12W10x12W10x1210 K118 K3W18x35 W14x30 W14x26 20 K420 K420 K420 K420 K420 K420 K420 K420 K418 K318 K312 K110 K112 K110 K1A A A A A A A A A A A A A A A A A A A A A A AA 12 K1 12 K1 12 K1 12 K1 12 K1 A A A A A A FE F4 G4F4 F4 F4 F4 F4 FE F4 F4 F4 F4 F4 F4 FE G4 F4 F4 FE F4 F4 FE F4 FEF4 FEFEF4F4 GE GE G4 GE G4 GE G4 G4 GE G4 G4 G4 G4 CE C CE C CE C HEH H HE H H HE H H H H HHE A A A A A A A A A A S S S A A AAS S S S S S S S S A A S SS S S S S S S S S S S S S S AAS S S S S S S S S S S GE H H D D D 13D 14D I 17D 16D 15D DDDDDDDD I D GE GE GE G4 GE GE GE J J J J J J J GE GEG4G4 D D D D D D D D D D D D D D D D K K K D G4G4 G4 C EM C C C C EM D G4 G4 G4 G4 D G4 G4 L L L L L L L L L L L L L D DDDDDDDDDDDDDDD EL 10'-2 1/2" A.F.F. EXTERIOR CANOPY EXPOSED CEILING EXPOSED CEILING EXPOSED CEILING EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EXTERIOR CANOPY, TRESPA PURA NFC, TROPICAL IPE COLOR, PU30, TYP. CLE.Q. E.Q.E.Q. 8'-0"8'-0"7'-2"5'-0"3'-0"E.Q.5'-0"3'-0"5'-0"3'-0"5'-0"3'-0"3'-11"5'-0"6'-0"3'-7"CLE.Q.E.Q. 2'-4"8'-0"8'-7"4'-1"5'-6"4'-1"4'-1"4'-1"3'-7"3'-7"4'-1"3'-7"3'-7"4'-1"3'-7"CL 4'-0"4'-0"2'-6" CL CL8'-7"5'-9"11'-9"11'-9"11'-9"12'-7"11'-9"7'-4"4'-0"4'-0"5'-9"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-11" CL 3'-7"4'-0"4'-0"4'-0"5'-7" CL CL CL CL CL CL CL CL CL CL CL 3'-7"3'-2"CL 4'-2"2'-0"4'-2"5'-0"4'-0"4'-0"5'-0"4'-3"4'-0"4'-3"CLE.Q.6'-0"2'-3"2'-3"2'-0"2'-3"4'-6"4'-6"4'-6"4'-6"4'-6"3'-10"1'-11"1'-7"5'-0"1'-7"6'-7"3'-3"E.Q.E.Q.1'-11"6'-0"1'-11"8'-0" 5'-5"3'-9"4'-10"4'-10"4'-3"5'-0"4'-3" CLE.Q.E.Q.2'-10"6'-0"3'-0"2'-10"6'-0"3'-2"2'-10"6'-0"3'-2"2'-10"6'-0"3'-2"CL CL5'-11"8'-0"5'-11"2'-7"4'-0"2'-7"CL CL CLE.Q.E.Q.E.Q.E.Q.E.Q.E.Q.2'-3"E.Q.E.Q.4'-11"2'-6"2'-6" 2'-11" CL CL 4'-11"4'-0"4'-0" 4'-11"4'-0"4'-0" CLCLCL5'-8"4'-1"4'-1"4'-1"4'-3"5'-3"4'-1"4'-0" 2'-3"2'-3"2'-3"3'-10"3'-10"3'-10"EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 11'-0 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 8'-10 1/2" A.F.F. EL 8'-8" B.O.CANOPY 4'-7"E.Q.E.Q.4'-0"5'-2" 4'-7"2'-4"3'-10"3'-0"3'-0"1'-10"4'-7"1'-10"2'-7"2'-7"1'-10"4'-7"1'-10"3'-10"3'-10"1'-10"3'-7"1'-10"CL 1'-10"3'-10"6'-0"3'-4"5'-11"5'-11" 8'-0"10'-0"3'-7"7'-3"3'-7"E.Q.E.Q. CL 4'-6"5'-8"3'-8"3'-8"2'-10"2'-10"2'-0"CL 4'-5"5'-10" EXTERIOR CANOPY EXTERIOR CANOPY EXTERIOR CANOPY EXISTING LIGHTING UNDER EXISTING CANOPY TO REMAIN EL 8'-8" B.O.CANOPY EL 8'-8" B.O.CANOPY EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 8'-8" B.O.CANOPY EL 8'-8" B.O.CANOPY EL 8'-8" B.O.CANOPY CL A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. A.F.F. A.F.F. CL CL EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. A.F.F. A.F.F. EL 10'-2 1/2" A.F.F. EL 13'-8" B.O.METAL DECK A.F.F. A.F.F. EL 8'-2 1/2" A.F.F. EL 13'-8" B.O.METAL DECK CL CL CL CL CL 4'-10"4'-1"4'-1"4'-0" CL CL 1'-10"1'-10"4'-7"1'-10" CL CL EL 13'-8" B.O. METAL DECK EL 10'-2 1/2" EL 10'-2 1/2" EL 10'-2 1/2"2'-6"2'-7"EL 8'-2 1/2" EL 8'-2 1/2" EXISTING BEAM TO REMAIN EXPOSED, CLEANED WITH STEEL BRUSH, PATCHED, AND SEALED TO ENHANCE NATURAL LOOK EL 9'- 6" A.F.F. 1 7'-3"14'-6"4'-10"3'-10"15'-8"29'-3" 132'-5" 5'-7"28'-3"9'-7"4'-8"13'-3"9'-6"2'-10"9'-2"7'-5"1'-9"8'-1"7'-9"8'-9"8'-0"96'-3"2 3 4 5 6 7 8 9 A B C D E F H I J K L N 0.90.8 12'-3"11'-0" G 5'-6"M EL 10'-2 1/2" EL 10'-2 1/2"5'-2"2'-4"2'-6" CL 3'-3"6'-7" E.Q. 10"2'-10"4'-3"CL CL 3'-10"1'-11"2'-6"3'-5"4'-0"52'-0"4'-8"ROOF LADDER ACCESS PANEL EXTERIOR CANOPY, TRESPA PURA NFC, TROPICAL IPE COLOR, PU30, TYP. EXTERIOR CANOPY, TRESPA PURA NFC, TROPICAL IPE COLOR, PU30, TYP. 2" 4" WIDE ARMSTRONG WOODWORK LINEAR VINEARED OPEN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXP.L.A.P. 3/16" = 1'-0" REFLECTIVE CEILING PLAN A-103 2 A-202 2 A-201 1 A-201 1 A-202 REFLECTIVE CEILING PLAN 3/16"=1'-0"1 N 1.SEE ELECTRICAL DRAWING FOR LIGHTING FIXTURE SCHEDULE AND DETAILS. 2.GC TO COORDINATE LOCATION OF ALL REQUIRED CEILING ACCESS PANELS WITH MEP DWGS. WITH ACCORDANCE WITH APPLICABLE BUILDING CODES. 3.FUTURE LEASABLE AREA LIGHTING UNDER SEPRATE CONTRACT, ONLY TEMPORARY LIGHTING IS PROVIDED FOR THE SHELL. 4.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION CEILING LEGEND ARMSTRONG WOODWORK LINEAR VENEERED OPENED (COLOR PLAIN SLICED WALNUT - SEE FINISH SCHEDULE A-600) GYPSUM BOARD (SMOOTH WHITE FINISH - SEE FINISH SCHEDULE A-600) GYPSUM BOARD (SMOOTH BLACK FINISH - SEE FINISH SCHEDULE A-600) ARMSTRONG OPTIMA 12"X48" - THICKNESS 1" - SQUARE LAY-IN 15/16 (WHITE COLOR - SEE FINISH SCHEDULE A-600) EXISTING TO REMAIN EXPOSED CEILING (BLACK FINISH - SEE FINISH SCHEDULE A-600) LIGHTING SENSORS M-08 M-08 M-08 M-09 M-08 M-11 M-08 M-10M-10M-10 M-10 M-10 M-10 P-06 P-06 P-06 P-06 P-06 GENERAL NOTES: 1 1 1 ADDENDUM 11 02-14-25 1 1 1 1 LED LIGHT CONTINUOUS LINEAR LED WALL WASH LIGHT FIXTURE 1 7'-3"14'-6"4'-10"3'-10"15'-8"29'-3" 132'-5" 5'-7"28'-3"9'-7"4'-8"13'-3"9'-6"2'-10"9'-2"7'-5"1'-9"8'-1"7'-9"8'-9"8'-0"96'-3"2 3 4 5 6 7 8 9 A B C D E F H I J K L N 0.90.8 12'-3"11'-0" G 5'-6"M http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXROOF PLAN P.L.A.P. 3/16" = 1'-0" ROOF PLAN A-104 N 3/16"=1'-0"1 EL +15'-0" T.O. ROOF EL +18'-4" T.O. ROOF AREA A AREA D EL +16'-0" T.O. PARAPET EL +16'-0" T.O. PARAPET EL +13'-0" T.O. PARAPET EXISTING TO REMAIN NEW CANOPY NEW ROOFING SYSTEM EL +8'-8" B.O. CANOPY NEW HVAC RTU SEE MECHANICAL FOR DETAILS NEW HVAC RTU SEE MECHANICAL FOR DETAILS NEW HVAC RTU SEE MECHANICAL FOR DETAILS 3 A-407 CONTINUOUS LINEAR LED WALL WASH LIGHT FIXTURE SHADING LEGEND A-508 1 A-508 2 A-508 6 EL +8'-8" B.O. CANOPY EL +8'-8" B.O. CANOPY EL +8'-8" B.O. CANOPY EL +8'-8" B.O. CANOPY A-508 6 A-508 5 A-508 3 A-508 4 EL +8'-8" B.O. CANOPY EL +23'-3" T.O. STRUCTURE EL +13'-0" T.O. ROOF AREA B EL +15'-0" T.O. ROOF AREA C EL +19'-4" T.O. PARAPET EL +27'-0" T.O. PARAPET A-407 4 A-508 8 SHADING LEGEND NEW TPO ROOF NOA: 19-1023.05 NEW TPO ROOF NOA: 19-1023.05 NEW TPO ROOF NOA: 19-1023.05 NEW TPO ROOF NOA: 19-1023.05 A-508 7 A-508 7 A-508 7 GENERAL NOTES: EL +16'-0" T.O. PARAPET A-502 3 EXISTING ROOF DRAINS TO REMAIN EXISTING ROOF DRAINS TO REMAIN NEW RWL NEW RWL NEW RWL NEW RWL 1.SEE SHEET A-508 DETAIL 9 FOR ROOFING PATCHING DETAILS. 2.G.C. TO SUBMIT ROOFING CORE SAMPLES FOR EXISTING ROOFING ASSEMBLY. 3.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION 4.G.C. SHALL IDENTIFY AND FIELD VERIFY EXISTING ROOF DOWN PIPE ROUTES FROM ROOF TO EXISTING FLOOR SLAB AND REPORT ANY DEVIATIONS FROM PLANS. 5.PROVIDE CONCRETE SPLASH BLOCK AT DISCHARGE END OF RAIN WATER LEADER. COLOR TO MATCH RAIN WATER LEADER. 6.FIELD VERIFY ALL DIMENSIONS AND ELEVATION OF ROOF STRUCTURE PRIOR TO PREPARATION OF ROOF SHOP DRAWINGS. 1 1 1 1 1 1 2 2 2 2 3 3 33 3 3 1' 3 333 ROOF UPLIFTING PLAN N.T.S.2 ROOFING UPLIFTS THE ROOFING UPLIFTS LOADS PROVIDED ARE BASED ON ASCE 7-16. THE LOADS ARE SERVICE/ASD PRESSURES. ZONE 2 ZONE 3 ZONE 1' ZONE 1 141 PSF 103.0 PSF 78.3 PSF 45.0 PSF ROOF AREA 4.5(IN/HR) ROOF GUTTER CALCULATIONS 322.70 SF RAINFALL INTENSITY PER HOUR 37.22 GPM TOTAL FLOW RATE (DETERMINED IN ACCORDANCE WITH TABLE 1106.6 OF THE INTERNATIONAL PLUMBING CODE) 2 -1/2" x 2 -1/2" VERTICAL LEADER SIZING (INCHES) 1 619.14 SF 71.41 GPM2 310.40 SF 35.80 GPM3 131.77 SF 15.20 GPM4 2" x 4"4.5(IN/HR) 4.5(IN/HR) 4.5(IN/HR) 2 -1/2" x 2 -1/2" 2" x 4" AREA 1 AREA AREA 2 AREA 3 AREA 4 NEW RWL ADDENDUM 11 1 1 1 02-14-25 1 1 TPO ROOFING SPECIFICATIONS BRAND AND MODEL THICKNESS COLOR WARRANTY COVERAGE INSULATION TYPE ATTACHMENT METHOD REMARK GAF EVERGAURD FREEDOM TPO HW SINGLE PLY ROOFING SYSTEM OVER STEEL DECKS 80 MIL WHITE 20 YEARS POLYISO RIGID INSULATION SELF ADHERED OR SIMILAR APPROVED 1 9 16'-0"23'-1" 8 7 6 5 4 3 2 1 5'-0" 0.9 0.8 A B C D E F G H I J K L M 4'-11"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX ELEVATIONS A-201 P.L. 3/16" = 1'-0" NORTH ELEVATION 3/16"=1'-0"1 WEST ELEVATION 3/16"=1'-0"2 RADIATOR END A-801 3 A-801 4 027032033 009 1314 001 2104 20 TYP. OF 3 BOLLARDS A.P. DUMPSTER DUMPSTER GENERATOR MTU GS200 SEE MECHANICAL FOR DETAILS. T.O.PARAPET EL. +27'-0" NAVD29, + 34.8' T.O.STRUCTURE EL. +23'-3" NAVD29, + 31.05' T.O.PARAPET EL. +16'-0" NAVD29, + 23.8' T.O.WINDOW R.O. EL. +8'-8" NAVD29, + 16.5' T.O EXIST. FLOOR SLAB EL. +0'-0" NAVD29, + 7.8' T.O.PARAPET EL. +27'-0" NAVD29, + 34.8' T.O.STRUCTURE EL. +23'-3" NAVD29, + 31.05' T.O.PARAPET EL. +16'-0" NAVD29, + 23.8' T.O.WINDOW R.O. EL. +8'-8" NAVD29, + 16.5' T.O EXIST. FLOOR SLAB EL. +0'-0" NAVD29, + 7.8' + 45 PSF -48.7 PSF + 45 PSF -48.7 PSF + 45 PSF -48.7 PSF +45 PSF -59.9 PSF + 45 PSF -59.9 PSF +45 PSF -59.9 PSF F.F.E. EL. +0'-2 1/2" NAVD29, + 8' F.F.E. EL. +0'-2 1/2" NAVD29, + 8' 0506070809 12 11 10 01 NEW WOOD CLADDING EXISTING TILE TO REMAIN & PRESSURE WASHED NEW ALUMINUM CANOPY, GC SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS, PAINTED MAT BLACK FINISH, TYP. EXISTING STUCCO WALL TO BE REPAINTED NEW RAINWATER LEADER NEW RAINWATER LEADERNEW RAINWATER LEADER FENCE ON CURB +45 PSF -59.9 PSF + 45 PSF -48.7 PSF +45 PSF -59.9 PSF +45 PSF -59.9 PSF +45 PSF -59.9 PSF GENERAL NOTES: EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED, COLOR SHALL BE METROLPOLIS BLACK PUL 9000 EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED, COLOR METROPOLIS BLACK PUL9000 NEW RAINWATER LEADER, PAINTED TO MATCH COLOR WALL SURFACE, TYP. A-407 2 1.THE WIND PRESSURE PROVIDED CONFORMTO ASCE 7-22, SERVICE / ASD LOADS. 2.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. EXISTING TO REMAIN NEW ADDITION SHADING LEGEND + 45 PSF -48.7 PSF PARAPET CAP BY CLADDING VENDOR, COLOR SHALL MATCH WALL PANEL EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED, COLOR TROPICAL IPE, PU30 EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED, COLOR TROPICAL IPE, PU30 1 ADDENDUM 1 1 1 1 1 1 1 1 02-14-25 M ABCDEFGHIJKL 56'-7"16'-0"1 2 3 4 5 6 7 8 90.90.8 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX ELEVATIONS A-202 P.L. 3/16" = 1'-0" EAST ELEVATION 3/16"=1'-0"1 SOUTH ELEVATION 3/16"=1'-0"2 151617 006 034 035 19 036 A.P. DUMPSTER T.O.PARAPET EL. +27'-0" NAVD29, + 34.8' T.O.STRUCTURE EL. +23'-3" NAVD29, + 31.05' T.O.PARAPET EL. +16'-0" NAVD29, + 23.8' T.O.WINDOW R.O. EL. +8'-8" NAVD29, + 16.5' T.O EXIST. FLOOR SLAB EL. +0'-0" NAVD29, + 7.8' DUMPSTER T.O.PARAPET EL. +27'-0" NAVD29, + 34.8' T.O.STRUCTURE EL. +23'-3" NAVD29, + 31.05' T.O.PARAPET EL. +16'-0" NAVD29, + 23.8' T.O.WINDOW R.O. EL. +8'-8" NAVD29, + 16.5' T.O EXIST. FLOOR SLAB EL. +0'-0" NAVD29, + 7.8' + 45 PSF -48.7 PSF + 45 PSF -48.7PSF + 45 PSF -59.9 PSF F.F.E. EL. +0'-2 1/2" NAVD29, + 8' F.F.E. EL. +0'-2 1/2" NAVD29, + 8' 18 FENCE ON CURB NEW RWLNEW RWL + 45 PSF -48.7 PSF + 45 PSF -48.7 PSF + 45 PSF -48.7PSF + 45 PSF -48.7PSF + 45 PSF -48.7PSF EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED GENERAL NOTES: 1.THE WIND PRESSURE PROVIDED CONFORMTO ASCE 7-22, SERVICE / ASD LOADS. 2.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. EXISTING TO REMAIN NEW ADDITION SHADING LEGEND + 45 PSF -48.7PSF 1 ADDENDUM 1 1 1 1 1 A-407 1 ALUMINUM LADDER SHALL BE PAINTED MAT BLACK FINISH 02-14-25 9 8 7 6 5 4 3 2 1 0.9 0.8 HJKLMN G BCDEF http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSECTIONS A-301 P.L. / I.B. 3/16" = 1'-0" SECTION A T.O.STRUCTURE EL. +23'-3 1/2" T.O.PARAPET EL. +19'-4" B.O.CEILING EL. +10'-2 1/2" 3/16"=1'-0"A B.O METAL DECK EL. +13'-8" B.O.CEILING EL. +9'-2 1/2" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" SECTION B 3/16"=1'-0"B T.O.PARAPET STR. EL. +16'-0" B.O.CEILING EL. +10'-2 1/2" B.O METAL DECK EL. +13'-8" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" A.P. A-502 1 (INTERIOR NOT IN SCOPE) FUTURE LEASABLE AREA 045 1,044 SQFT 26 031 028 026 11 MEETING ROOM 022 128 SQFT SR. ELECTRICAL INSPECTOR 020 81 SQFT ELECTRICAL INSPECTOR 021 81 SQFT CHIEF ELECTRICAL INSPECTOR 010 121 SFQT 03 01 001 BUILDING OFFICIAL OR DIRECTOR 001 156 SQFT 18 CALL CENTER 011 181 SQFT 005 007 003 01303 012 04 05 011 010 06 009 CHIEF ELECTRICAL INSPECTOR 010 121 SFQT CHIEF BUILDING INSPECTOR 007 120 SQFT CHIEF PLUMBING INSPECTOR 008 121 SQFT CHIEF MECHANICAL INSPECTOR 009 121 SQFT EXISTING STRUCTURE NEW ADDITIONEXISTING STRUCTURE PAINTED DRYWALL FINISH EXISTING STUCCO ON EXISTING BLOCK NEW WALL PARTITION NEW INTERIOR STOREFRONT EXPOSED CEILING ACOUSTIC CEILING TILE SEE RCP PAINTED DRYWALL FINISH PAINTED DRYWALL FINISH EXPOSED STRUCTURE NEW T.P.O. ROOF EXISTING ROOF WOOD CLADDING NEW ALUMINUM CANOPY EXISTING PILE CAP EXISTING STUCCO ON EXISTING BLOCK NEW ALUMINUM CANOPY EXISTING PILE CAP EXISTING PILE CAP NEW T.P.O. ROOF EXISTING ROOF NEW T.P.O. ROOF EXISTING ROOF WOOD CLADDING NEW ALUMINUM CANOPY NEW PILE CAP SEE STRUCTURAL T & G CEILING SEE RCP WOOD SIDING ACT CEILING SEE RCP T.O.PARAPET STR. EL. +16'- 0" PROPERTY BOUNDARY PROPERTY BOUNDARY PEDESTRIAN WALKWAY STREET 3 21 GENERAL NOTES: 1.EXISTING STUCCO TO REMAIN. REPAIR AS NEEDED 2.G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF CANOPY. 3.G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF FENCE 4.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. EXISTING TO REMAIN NEW ADDITION SHADING LEGEND 1 02-14-25ADDENDUM 11 INTERIOR R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL INTERIOR (MEETING/ CONFERENCE) TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS HOLD BOARD AND SIDING FRAME TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS HOLD BOARD AND SIDING FRAME TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED 5" R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C.5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 4" WALL BASE TRIM INTERIOR (LOBBY) 4' WIDTH x 10' LENGTH x 1.625" THICK BALLISTIC FIBERGLASS PANEL (LEVEL 8) BY TOTAL SECURITY SOLUTIONS OR SIMILAR APPROVED INTERIOR 6" INTERIOR ROOF STRUCTURE TWO LAYER 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL TWO LAYER 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. R13 FIBER GLASS INSULATION S.T.C. 52 R13 FIBER GLASS INSULATION S.T.C. 52 INTERIOR 10-1/2" INTERIOR R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C.5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 4" WALL BASE TRIM 6" INTERIOR 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1-1/2" RESILIENT CHANNEL, 25GA, 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL INTERIORINTERIOR 4" TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED A-500.3 INTERIOR WALL ASSEMBLIES CONT. P.L.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. P-07 P-08 P-09 P-10 P-11 EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1.G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND 1-1/2"=1'-0" ADDENDUM 11 1 02-14-25 3 2 1 1 2 3 12'-6"17'-11" 30'-9" 5'-11"6'-6"5'-3"2'-9"6"2'-11"6'-6" 4"4'-5"11"13'-2" CL http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXCONFERENCE/MEETING ROOM & LOW WALL DETAILS A-507 C.V. AS SHOWN PANEL LAYOUT PLAN 3/4"=1'-0"1 A.P.2'-1"2'-1"MIN. CLEAR4'-2"1'-2" INSTALLAION WIDTH 7'-9" 40.5" STK. 37.5" RET. 40.5"40.5" 1.25" JAMB LEAD 1.25" JAMB SIDE "R" SIDE "L" 1 2 3 PANEL RIGHT ELEVATION 3/4"=1'-0"3 0.38" DIAMETER HANGER RODS BY DISTRIBUTOR HANGER BRACKET BY MODERNFOLD RECOMMENDED SOUND BAFFLE NOT BY MODERNFOLD OR DISTRIBUTOR DROPPED SOFFIT TRIM #17 TRACK STEEL PRE-PAINTED OFF WHITE VINYL TOP SEAL STEEL, 4-WHEEL, BALL BEARING TROLLEY SURESET TM MANUAL DROP SEAL PROVIDES 2" OPERATING CLEARANCE (+50" / -1.50) 4.50" GAGE 5.50" BRACKET PANEL LEFT ELEVATION 3/4"=1'-0"4 7"MINIMUMFABRICATION HEIGHTFINISHED OPENING HEIGHTFINISHED FLOOR FINISHED CEILING 4.25" TRACK.75"CAULKING BETWEEN JAMB AND WALL EXPANDABLE PANEL NOSE FINISH SAME AS PANELS BLOCKING AND REQUIREMENTS BY OTHERS JAMB FINISH SAME AS PANELS 0"-5.75" TRAVEL CAULKING BETWEEN WALL AND JAMB JAMB FINISH SAME AS PANELS BLOCKING AND REQUIREMENTS BY OTHERS PANEL SECTION 1"=1'-0"5 EXPANDABLE PANEL WITH JAMB 3/8"=1'-0"6 EXPANDABLE PANEL JAMB DETAIL 3/8"=1'-0"7 HINGED PANEL JOINT 3/8"=1'-0"8 3 A-507 4 A-507 2 A-507 MIN. CLEARMIN. CLEARCONFERENCE & MEETING WALL ELEVATION 1/2"=1'-0"2 4'-4"LOW WALL ELEVATION 1/2"=1'-0"1110'-0"11 A-507 LOW WALL PLAN 3/8"=1'-0"10 A-507 8 A-507 7 A-507 6 A-507 12 1/2" PLYWOOD BACKING 1-1/2" RESILIENT CHANNEL, 25GA, 16" O.C. 1/2" PLYWOOD BACKING INTERIOR 4" ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS INTERIOR LOW WALL SECTION 1"=1'-0"12 3" WOOD BLOCK 2 PANE LAMINATED CLEAR GLAZING GLAZING SILL STRUCTURAL FRAME 10'-0"ALUMINUM DOOR JAMB P.T. BUCK ALUMINUM / GLASS DOOR A-507 9 CONFERENCE ROOM DOOR JAMB DETAIL 3/8"=1'-0"9 1/2" RESILIENT CHANNEL, 25GA, 16" O.C. 1/2" PLYWOOD BACKING 016 018 ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS 2 PANE LAMINATED CLEAR GLAZING TV PROVIDED BY OWNER EXPANDABLE DIVIDER PANELS. GC SHALL PROVIDE SHOP DRAWINGS. 10 11 12 13 1310 009 LOW PARTITION WALL (GC TO PROVIDE FRAMING PLAN FOR APPROVAL) CUBICLE FURNITURE PARTITION CONFERENCE ROOM 017 184 SQFT MEETING ROOM 022 128 SQFT SR. BUILDING INSPECTOR 012 116 SQFT 4'-5"11"ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS TV PROVIDED BY OWNER TV PROVIDED BY OWNER F.F.E F.F.E F.F.E METAL COLUMN ACOUSTICAL WOODEN PANELS ALL THROUGHOUT METAL COLUMN METAL COLUMN A-507 5 02-14-25ADDENDUM 11 1 1 012016015ROOM No.006005004007008011010009CHIEF ELECTRICAL INSPECTORCALL CENTERCARPET No. 1CARPET No. 2LUXURY VINYL TILEHONED CONCRETE2ESD14365PORCELAIN TILE No. 1ACOUSTICAL WOODEN PANELSPAINT No. 1NORTHROOM NAMEFLOORINGBASEFINISH SCHEDULEWALLS002003001BUILDING DEPARTMENT MANAGERADMINASSISTANT BUILDING OFFICIALADMINCHIEF BUILDING INSPECTORCHIEF MECHANICAL INSPECTORBUILDING OFFICIAL OR DIRECTORBREAKROOMCONFERENCE ROOMBUILDING INSPECTORSENIOR BUILDING INSPECTORPLUMBING INSPECTOR017SENIOR MECHANICAL INSPECTOR 013FLOOD PLAIN ADMINISTRATOR014SENIOR PLUMBING INSPECTOR018MECHANICAL INSPECTOR019SENIOR ELECTRICAL INSPECTOR020ELECTRICAL INSPECTOR 021MEETING ROOM022INSPECTOR023CHIEF PLUMBING INSPECTOR---TENANT'S JANITOR'S CLOSET041UNISEX RESTROOM042WAITING AREA043LOBBY/ENTRANCE044JANITOR CLOSET036WOMEN'S RESTOOM037MEN'S RESTROOM038TENANT'S WOMEN'S RESTROOM039PLAN COORDINATOR031PERMIT SUPERVISOR032BUSINESS CENTER SUPERVISOR033BUSINESS CENTER ADMIN.034INSPECTOR026INSPECTOR027SENIOR BUILDING PLAN EXAMINER028IT ROOM029024025035030040SENIOR BUILDING PLAN EXAMINERINSPECTORSTRUCTURE PLAN EXAMINERSTORAGETENANT'S MEN'S RESTROOMHALLWAYRUBBER---------------9711GLASS PAINT No. 281012CUBICLE PARTITIONACOUSTICAL WOODEN PANELSPAINT No. 1SOUTHGLASS PAINT No. 2CUBICLE PARTITIONACOUSTICAL WOODEN PANELSPAINT No. 1EASTGLASS PAINT No. 2CUBICLE PARTITIONACOUSTICAL WOOD PANELPAINT No. 1WESTGLASS PAINT No. 2CUBICLE PARTITION31WOOD PLANKGYPSUM BOARD (SMOOTH WHITE FINISH)32CEILINGGYPSUM BOARD (SMOOTH BLACK FINISH)EXPOSED STRUCTUREACOUSTICAL CEILING TILEREMARKS343335141315171618201921232224262527292830FUTURE LEASABLE AREA045ELECTRICAL ROOM046MECHANICAL ROOM047---------------------------------------------------------------------------------------------------------EXISTING TO REMAIN36---PORCELAIN TILE No. 2PORCELAIN TILE No. 1PORCELAIN TILE No. 2PORCELAIN TILE No. 1PORCELAIN TILE No. 2PORCELAIN TILE No. 1PORCELAIN TILE No. 237383940N.T.S.C.V.A-600FINISH SCHEDULEhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXA.P.1.G.C. TO PROVIDE WALL BASE IN ALL AREAS DESIGNATED ON FINISH SCHEDULE.WALL BASE NOTES :1.G.C. TO PROVIDE THE SPECIFIED LEVEL OF DRYWALL FINISH IN ALL INTERIORPARTITIONS.WALL FINISH NOTES :1.NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILLJEOPARDIZED THE QUALITY OR APPEARANCE OF SUCH WORK.2.ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH. ALL GYPSUM BOARDPARTITIONS SHALL BE TAPE, SPACKLED AND PREPARED TO RECEIVE THE SPECIFIED FINISH. ALLHOLES, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPPED AND SHELLACKED, ORSEALED WITH KNOT SEALER. NAIL HOLES, CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRSTCOAT, WITH PUTTY MATCHING COLOR OF PAINT FINISH.3.ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS OR GYP BOARD SHALL BEFILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES.4.INTERIOR GYPSUM BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TOAPPLICATION OF THE FIRST COAT.5.G.C. TO PROVIDE THE SPECIFIED LEVEL OF DRYWALL FINISH SPECIFIED6.UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED ORSPLATTERED ON EXPOSED SURFACES.7.INSTALL TILE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN "HANDBOOK FORCERAMIC TILE INSTALLATION " AS PUBLISHED BY THE TILE COUNCIL OF AMERICA & PER AWSISTANDARD SPECIFICATIONS.8.NO TILE JOINT TO BE GREATER THAN 1/4". PROVIDE BULLNOSE TILE AT OUTSIDE CORNERS &WHERE TILE ADJOINS ANOTHER FINISH MATERIAL (ALL EXPOSED EDGES)9.PROVIDE ALL REQUIRED FLOORING TRANSITION STRIPS.10.G.C. SHALL PROVIDE CAULK JOINTS WHERE GYPSUM BOARD MEETS THE FLOOR OR ROOF.11.FLOOR SURFACES AT ENTRY SHALL BE LEVELED TO ASSURE SMOOTH SURFACE FOR FINISHFLOOR INSTALLATION.12.GC SHALL SUBMIT PRODUCT DATA SPECIFICATIONS AND SAMPLES FOR APPROVAL PRIOR TOORDER AND INSTALLATION.13.GRIT SPECIFICATION OF 400/800 TO BE PERFORMED TO ACHIEVE FINE HONING.14.GC SHALL REPLACE ANY MISSING AND BROKEN EXISTING EXTERNAL TILES TO MATCH SIMILAR.PRODUCT SHALL BE SUBMITTED TO OWNER AND AOR FOR REVIEW AND APPROVAL.GENERAL FINISH NOTES :A. AMERICAN NATIONAL STANDRADS INSTITUTE (ANSI)1. ANSI A 108.112. ANSI A 118.9GYPSUM APPLICATION NOTES :GC TO FOLLOW THE FOLLOWING STANDARDS, WHEN APPLICABLE.B. ASTM INTERNATIONAL1. ASTM C 4732. ASTM C 8403. ASTM C 9194. ASTM C 9205. ASTM C 10026. ASTM C 11777. ASTM C 11788. ASTM C 12809. ASTM C 132510. ASTM C 139611. ASTM C 162912. ASTM C 165813. ASTM D 327314. ASTM E 7215. ASTM E 8416. ASTM E 9017. ASTM E 9618. ASTM E 11919. ASTM E 13620. ASTM G 21C. GYPSUM ASSOCIATION1. GA-2142. GA-2163. GA-253EXTERIOR WALLS- EXTERIOR LATEX PRIMER + FINISH COATINTERIOR WALLS- INTERIOR LATEX PRIMER + FINISH COAT(EGGSHELL FINISH)INTERIOR CEILING- INTERIOR LATEX PRIMER + FINISH COAT(EGGSHELL FINISH)PAINTING NOTES :EXTERIOR TRIM- EXTERIOR GRADE PAINTINTERIOR TRIM- SEMI GLOSS FINISHGC SHALL PROVIDE COLOR SAMPLES AND ON-SITE MOCKUP FOR AOR &OWNER APPROVAL PRIOR TO APPLICATION TO ANY SURFACE. NOTE :FLOOR FINISH SCHEDULEKEYITEMDESCRIPTIONMANUFACTURERMATERIALCOLORMODELREMARK1FLOORINGCARPET TILE (CARPET 1)MILLIKENCARPETBLUE CHROMATWE52OR SIMILAR APPROVED2FLOORINGCARPET TILE (CARPET 2)MILLIKENCARPET197 TEAL BLENDMDR201OR SIMILAR APPROVED3FLOORINGHONED CONCRETE-CONCRETEGRIT SPECIFICATION400/8004FLOORINGESD STATIC DISSIPATIVE TILEARMSTRONGESDRIDGEEXCELON SDT RIDGE:51957OR SIMILAR APPROVED5FLOORINGLUXURY VINYL TILE (LVT)ADORE FLOORSTILEATTAINNAT-604OR SIMILAR APPROVED6BASEWALL BASEARMSTRONGRUBBERSMOKEY GRAYR48SGOR SIMILAR APPROVED7WALLSPORCELAIN TILE (PORCELAIN 1)NASCOPORCELAINSTORY CLOUDOR SIMILAR APPROVED8WALLSPORCELAIN TILE (PORCELAIN 2)NASCOPORCELAINSTORY GREYOR SIMILAR APPROVED9WALLSARMSTRONG WOODWORK WALLSARMSTRONGWOODPLAIN SLICEDWALNUT2'X8' OR SIMILARAPPROVED10CEILINGACOUSTICAL CEILING TILEARMSTRONGFIBERGLASSWHITEOPTIMA12"X48" THICKNESS 1"SQUARE LAY-IN 15/16OR SIMILAR APPROVED11CEILINGARMSTRONG WOODWORKARMSTRONGWOODPLAIN SLICEDWALNUTARMSTRONGWOODWORK LINEARVENEERED OPENEDOR SIMILAR APPROVEDADDENDUM 1102-14-2511 N.T.S.C.B.A-601FURNITURE SCHEDULEhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXA.P.#PRODUCTPRODUCT NAME /DESCRIPTIONLOBBY LOUNGE1Arwyn Single Seat LoungeArwyn Single Seat Lounge, Small Scale - Cushion Back - 291/2D x 30W x 29 1/2H2Arwyn Single Seat LoungeArwyn Single Seat Lounge - Cushion Back - 29 1/2D x 34Wx 29 1/4HCLERK'S RECEPTION3Freestanding Wood PedestalWood Freestanding Pedestal - LBA Clear on ash(CP) - LBAClear on ash(CP) - SNC Sating Carbon - CB Counterweight -KC Keyed differently, chrome4FrameFrame, Base Covers, Pwr/Data knockouts 46H 30W - SNCSatin Carbon5FrameFrame, Base Covers, Pwr/Data knockouts 46H 36W - SNCSatin Carbon6Cubicle PartitionFrame Top Screen, Ptd Stndrd Top Cap, Clear Glass 1/4thick 15H 30W - SNC Satin Carbon7Cubicle PartitionFrame Top Screen, Ptd Stndrd Top Cap 2 Frm, Clear Glass1/4 thick 15H 66W - SNC Satin Carbon8Connection HardwareConnection Hardware, Frame-to-Frame 46H9Finished EndFinished End, Base Cover Ptd 46H - SNC Sating Carbon10TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg11TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg12Wall StartWall Start 46H13Surface Ganging BracketSurface Ganging Bracket, Pair14Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)15Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)16Open Support LegOpen Support Leg, Archtrl Foot, Fxd Hght, Lft 24D - SNCSatin Carbon17Open Support LegOpen Support Leg, Archtrl Foot, Fxd Hght, Rt 24D - SNCSatin Carbon18StiffenerStiffener, 71 1/2W19Lat FileLat File, W-Pull Freestd 3 Dwr 30W - SS Smooth Paint onSteel - SNC Satin Carbon - KA Keyed Alike - CBCounterweight (Recommended) - 2R Side-to-side Filing RailBUSINESS CENTER SUPERVISOR20Renew Retractable TableRenew Rect Tbl, C-Foot,Sq-Edge,Lam Top/UniversalEdge,Elec Std Range, 30D 84W - NNP No Power Acess -SUD Simple Up Down - LBA Clear on Ash (CP) - PLYPlywood Edge - SNC Satin Carbon - NNN No Cutout - 57Glides21Renew Obstruction Sensor KitRenew Obstruction Sensor Kit22Wood Freestanding PedestalWood Freestanding Pedestal - LBA Clear on Ash (CP) - LBAClear on Ash (CP) - LBA Clear on Ash (CP) - SNC SatinCarbon - CB Counterweight - KA Keyed Alike23Wood Freestanding LateralFileWood Freestanding Lateral File - LBA Clear on Ash (CP) -LBA Clear on Ash (CP) - SNC Satin Carbon - CBCounterweight - KA Keyed Alike24Wood High CredenzaWood High Credenza, Open - LBA Clear on Ash (CP) - LBAClear on Ash (CP)25TopThick Top, Stg Attch, Two Unit Placed Under The Stg Top,Lam Top/ Thermo Edge 20D 84W - LBA Clear on Ash (CP) -LBA Clear on Ash (CP)PERMIT SUPERVISOR26Rectangle TableRectangle Table with C-Foot - NNP no power Access - SUDSimple up Down - LBA Clear on ash (CP) - LBA Clear onAsh - SNC Satin Carbon - PSC Simple Cable - NNN NoCutout - 57 Glides27Renew™ Obstruction SensorKitRenew™ Obstruction Sensor Kit28Wood Freestanding PedestalWood Freestanding Pedestal - LBA Clear on Ash (CP) - LBAClear on Ash (CP) - SNC Satin Carbon - CB Counterweight -KA Keyed Alike29Wood Freestanding LateralFileWood Freestanding Lateral File - LBA Clear on Ash (CP) -LBA Clear on Ash (CP) - SNC Satin Carbon - CBCounterweight - KA Keyed Alike30Wood Low CredenzaWood Low Credenza, Open with Drawers, Height AdjustableLeg Integration - LBA Clear on Ash (CP) - LBA Clear on Ash(CP) - LBA Clear on Ash (CP) - SNC Satin Carbon - SNCSatin Carbon - CB Counterweight - KA Keyed Alike- SNCSatin Carbon31Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)32Closed Support LegClosed Support Leg,for Sq-Edge Surface, 30"D,Fxd Hght,Lam - LBA Clear on Ash (CP)BUSINESS CENTER ADMINS33Renew Rect TblRenew Rect Tbl, C-Foot,Sq-Edge,Lam Top/ThermoEdge,Elec Std Range, 30D 72W - NNP No Power Access -SUD Simple Up Down - LBA Clear on Ash (CP) - LBA Clearon Ash (CP) - SNC Satin Carbon - PSC Simple Cable - NNNNo Cutout - 57 Glides34Renew™ Obstruction SensorKitRenew™ Obstruction Sensor Kit35Wood Freestanding PedestalWood Freestanding Pedestal - LBA Clear on Ash (CP) - LBAClear on Ash (CP) - LBA Clear on Ash (CP) - SNC SatinCarbon - CB Counterweight - KC Keyed Differently, Chrome36FrameFrame,Base Covers, Pwr/Data knockouts 46H 42W - SNCSatin Carbon37FrameFrame,Base Covers, Pwr/Data knockouts 46H 48W - SNCSatin Carbon38Frame Top ScreenFrame Top Screen, Ptd Stndrd Top Cap, Clear Glass 1/4thick 15H 42W - SNC Satin Carbon39Frame Top ScreenFrame Top Screen, Ptd Stndrd Top Cap, Clear Glass 1/4thick 15H 48W - SNC Satin Carbon40Conn 90 FrameConn 90,Universal,2way,90 deg-for 46H frames and lower41Conn 90 FrameConn 90,Universal,3way-for 46H frames and lower42Base CoverConn Cover 90-Deg, 1 Side Covered,Base Cover Ptd 46H -DNC Sating Carbon4390-Degree Conn CoverConn Cover 90-Deg, 2 Sides Covered,Base Cover Ptd 46H -SNC Satin Carbon44Top CapTop Cap, Conn 90-Deg, Connects-2 Frame Top Caps,90-Deg Ptd - SNC Satin Carbon45Top CapTop Cap, Conn 90-Deg, Connects-3 Frame Top Caps Ptd -SNC Satin Carbon46Connection HardwareConnection Hardware, Frame-to-Frame 46H47Finished EndFinished End,Base Cover Ptd 46H - SNC Satin Carbon48TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg49TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg50Wall StartWall Start 46H51Lat FileLat File,W-Pull Freestd 3 Dwr 42W - SS Smooth Paint onSmooth Steel - SNC Satin Carbon - KA Keyed Alike - CBCounterweight (recommended) - 2R Side-to-side Filing RailCALL CENTER52Renew Rect TblRenew Rect Tbl, C-Foot,Sq-Edge,Lam Top/ThermoEdge,Elec Std Range, 30D 72W - NNP No Power Access -SUD Simple Up Down - LBA Clear on Ash (CP) - LBA Clearon Ash (CP) - SNC Satin Carbon - PSC Simple Cable - NNNNo Cutout - 57 Glides53Rectangle TableRectangle Table with C-Foot- NNP No Power Access- SUDSimple Up Down - LBA Clear on Ash (CP) - LBA Clear onAsh (CP) - SNC Satin Carbon - PSC Simple Cable - NNN NoCutout - 57 Glides54Renew™ Obstruction SensorKitRenew™ Obstruction Sensor Kit55Wood Freestanding PedestalWood Freestanding Pedestal - LBA Clear on Ash (CP) - LBAClear on Ash (CP) - LBA Clear on Ash (CP) - SNC SatinCarbon - CB Counterweight - KC Keyed Differently, Chrome56Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)57PostSupport Leg, Post - SNC Satin Carbon58StiffenerStiffener, 62 1/8WBREAK ROOM59Eames Conference TableEames Conference Table,Round,Contract Base,LaminateTop/Vinyl Edge,No Grommet,28-1/2H 42Dia - 98 StudioWhite (CP) - 91 White(CP) - G2 Graphite Satin - G2 GraphiteSatin - G Glides60Eames Conference TableEames Conference Table,Rectangular,SegmentedBase,Laminate Top/ Vinyl Edge,No Grommet,28-1/2H 48D96W - 98 Studio White (CP) - 91 White(CP) - G2 GraphiteSatin - G2 Graphite Satin - G Glides61VIV ChairVIV Chair, Wood Base - OAK oak - 1HA16 Medley 61004 -FG Felt GlidesADMIN WORKSTATIONS62VIV ChairFrame,Base Covers, Pwr/Data knockouts 46H 24W - SNCSatin Carbon63FrameFrame,Base Covers, Pwr/Data knockouts 46H 30W - SNCSatin Carbon64FrameFrame,Base Covers, Pwr/Data knockouts 46H 36W - SNCSatin Carbon65FrameFrame,Base Covers, Pwr/Data knockouts 46H 48W - SNCSatin Carbon66Frame Top CapFrame Top Cap,Standard Ptd 24W - SNC Satin Carbon67Frame Top CapFrame Top Cap,Standard Ptd 30W - SNC Satin Carbon68Frame Top CapFrame Top Cap,Standard Ptd 36W - SNC Satin Carbon69Frame Top ScreenFrame Top Screen,Ptd Stndrd Top Cap,Clear Glass 1/4 thick15H 30W - SNC Satin Carbon70Frame Top ScreenFrame Top Screen,Ptd Stndrd Top Cap,Clear Glass 1/4 thick15H 48W - SNC Satin Carbon71Frame Top ScreenFrame Top Screen,Ptd Std Top Cap 3 Frm or More,ClearGlass 1/4 thick, 15H 54W - SNC Satin Carbon72Frame Top ScreenFrame Top Screen,Ptd Std Top Cap 2 Frm,Clear Glass 1/4thick, 15H 60W - SNC Satin Carbon73Conn 90,Universal,2wayConn 90,Universal,2way,90 deg-for 46H frames and lower74Conn 90,Universal,3wayConn 90,Universal,3way-for 46H frames and lower75Conn Cover 90-Deg, 1 SideCoveredConn Cover 90-Deg, 1 Side Covered,Base Cover Ptd 46H -SNC Satin Carbon76Conn Cover 90-Deg, 2 SidesCoveredConn Cover 90-Deg, 2 Sides Covered,Base Cover Ptd 46H -SNC Satin Carbon77Top CapTop Cap, Conn 90-Deg, Connects-2 Frame Top Caps,90-Deg Ptd - SNC Satin Carbon78Top CapTop Cap, Conn 90-Deg, Connects-3 Frame Top Caps Ptd -SNC Satin Carbon79Connection HardwareConnection Hardware, Frame-to-Frame 46H80Power EntryPower Entry, External Direct Connect 6'long - LZ PVC-Free81Base Power HarnessBase Power Harness 30W - LZ PVC-free82Base Power HarnessBase Power Harness 36W - LZ PVC-free83Power Harness ExtenderPower Harness Extender8415 Amp Receptacle15 Amp Receptacle 4 Circuit, Duplex, Circuit A 6/Pkg - G1Graphite (CP)8515 Amp Receptacle15 Amp Receptacle 4 Circuit, Duplex, Circuit D 6/Pkg - G1Graphite (CP)1ADDENDUM 102-14-251NOTES:1.REFER TO FURNITURE VENDOR'S PLANS AND PRELIMINARY BUDGET LISTFOR ALL OF FURNITURE AND FURNITURE EQUIPMENT QUOTED FOR THISPROJECT.2.iPLAN TABLES TO BE PROVIDED BY OWNER AND TO BE INSTALLED BY GC.3.GC SHALL LEAVE A 36"X60" CLEARANCE FOR THE INSTALLATION OF THEiPLAN TABLES.4.GC SHALL SUBMIT MILLWORK AND COUNTERTOP SHOP DRAWINGS TO AORFOR REVIEW APPROVAL. N.T.S.C.B.A-601.1FURNITURE SCHEDULECONT.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXA.P.#PRODUCTPRODUCT NAME /DESCRIPTIONADMIN WORKSTATIONS CONT.86Controlled ReceptacleControlled Receptacle 15 Amp, Duplex, Circuit B 6/Pkg - G1Graphite (CP)87Finished EndFinished End,Base Cover Ptd 46H - SNC Satin Carbon88TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg89TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg90TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg91TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg92Surface CantileverSurface Cantilever, for 20"-or 24" deep surface, lft-hnd - SNCSatin Carbon93Surface CantileverSurface Cantilever, for 20"-or 24" deep surface, rt-hnd - SNCSatin Carbon94Surface CantileverSurface Cantilever, for 30" deep surface, lft-hnd - SNC SatinCarbon95Surface CantileverSurface Cantilever, for 30" deep surface, rt-hnd - SNC SatinCarbon96Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)97Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)98StiffenerStiffener, 48W99StiffenerStiffener, 66 3/4W100Ped W-PullPed W-Pull,Surface Att 24D,B/B/F - SB Full-extensionBall-bearing - SS Smooth Paint on Smooth Steel - SNC SatinCarbon - KC Keyed Differently, Chrome - 2F 27 1/4"High(Raised Height) - NN None101Ped W-PullLat File,W-Pull Freestd 2 Dwr Raised Hgt 36W - SS SmoothPaint on Smooth Steel - SNC Satin Carbon - KA Keyed Alike- CB Counterweight (recommended) - 2R Side-toside FilingRailPRIVATE OFFICES, OF-1102Rectangular TableRectangular Table with C-Foot - NNP No Power Access -SUD Simple Up Down - LBA Clear on Ash(CP) - LBA Clearon Ash(CP) - SNC Satin Carbon - PSC Simple Cable - NNNNo Cutout - 57 Glides103Rectangular TableRectangular Table with C-Foot - NNP No Power Access -SUD Simple Up Down - LBA Clear on Ash(CP) - LBA Clearon Ash(CP) - SNC Satin Carbon - PSC Simple Cable - NNNNo Cutout - 57 Glides104Wood Low Cred OpenWood Low Cred Open, 4H Foot, Lam Case/Base, 3/8" LamTop 30W 20D - LBA Clear on Ash (CP) - LBA Clear on Ash(CP)- SNC Satin Carbon105Mobile PedestalMobile Pedestal, Box/File, Lam Case/Front, 3/4 Lam Top,Bar Pull 20D - M Metal - LBA Clear on Ash (CP) - LBA Clearon Ash (CP) - G1 Graphite (CP) - KD Keyed Differently,Black106Viv ChairViv Chair, Wood Base - OAK, oak - 1HA16 medley 61004 -FG Felt Glides107Modesty PanelModesty Panel,w/added cable trough,Lam Top/TP Edge72W - LBA Clear on Ash (CP) - LBA Clear on Ash (CP)PRIVATE OFFICES, OF-2108Rectangular TableRectangular Table with C-Foot - NNP No Power Access -SUD Simple Up Down - LBA Clear on Ash(CP) - LBA Clearon Ash(CP) - SNC Satin Carbon - PSC Simple Cable - NNNNo Cutout - 57 Glides109Wood Freestanding PedestalWood Freestanding Pedestal - LBA Clear on Ash(CP) - LBAClear on Ash(CP) - SNC Satin Carbon -CB Counterweight -KA Keyed Alike110Wood Freestanding LateralFileWood Freestanding Lateral File - LBA Clear on Ash(CP) -LBA Clear on Ash(CP) - SNC Satin Carbon -CBCounterweight - KA Keyed Alike111Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)112Closed Support LegClosed Support Leg,for Sq-Edge Surface, 30"D,Fxd Hght,Lam - LBA Clear on Ash (CP)WKST-1 AND WKST-2113Renew Rect TblRenew Rect Tbl, C-Foot,Sq-Edge,Lam Top/ThermoEdge,Elec Std Range, 30D 84W - NNP No Power Access -SUD Simple Up Down - LBA Clear on Ash(CP) - LBA Clearon Ash(CP) - SNC Satin Carbon - PSC Simple Cable - NNNNo Cutout - 57 Glides114Renew™ Obstruction SensorKitRenew™ Obstruction Sensor Kit115Wood Freestanding PedestalWood Freestd Ped,Bar Pull,BBF,2 1/4H Base, LamCase/Front,No Top, Lock 24D - LBA Clear on Ash(CP) - LBAClear on Ash(CP) - G1 Graphite (CP) -CB Counterweight -KD Keyed Differently116Wood Freestanding LateralFileWood Freestanding Lateral File - LBA Clear on Ash(CP) -LBA Clear on Ash(CP) - SNC Satin Carbon - CBCounterweight - KA Keyed Alike117Wood High CredenzaWood High Credenza, Open - LBA Clear on Ash (CP) - LBAClear on Ash (CP)118Open Wood High CredenzaOpen Wood High Credenza,2 1/4H Base, Lam, No Top 36W20D - LBA Clear on Ash (CP) - LBA Clear on Ash (CP)119Thick TopThick Top, Stg Attch, Two Unit Placed Under The Stg Top,Lam Top/Thermo Edge 20D 72W - LBA Clear on Ash (CP) -LBA Clear on Ash (CP)120FrameFrame,Base Covers, Pwr/Data knockouts 46H 30W - SNCSatin Carbon121FrameFrame,Base Covers, Pwr/Data knockouts 46H 36W - SNCSatin Carbon122FrameFrame,Base Covers, Pwr/Data knockouts 46H 42W - SNCSatin Carbon123FrameFrame,Base Covers, Pwr/Data knockouts 46H 48W - SNCSatin Carbon124Frame Top ScreenFrame Top Screen,Ptd Std Top Cap 2 Frm,Clear Glass 1/4thick, 15H 66W - SNC Satin Carbon125Frame Top ScreenFrame Top Screen,Ptd Std Top Cap 3 Frm or More,ClearGlass 1/4 thick, 15H 72W - SNC Satin Carbon126Frame Top ScreenFrame Top Screen,Ptd Std Top Cap 3 Frm or More,ClearGlass 1/4 thick, 15H 78W - SNC Satin Carbon127Conn 90 UniversalConn 90,Universal,2way,90 deg-for 46H frames and lower128Conn Cover 90-DegConn Cover 90-Deg, 2 Sides Covered,Base Cover Ptd 46H- SNC Satin Carbon129Top CapTop Cap, Conn 90-Deg, Connects-2 Frame Top Caps,90-Deg Ptd - SNC Satin Carbon130Connection HardwareConnection Hardware, Frame-to-Frame 46H131Power EntryPower Entry, External Direct Connect 6'long - LZ PVC-free132Base Power HarnessBase Power Harness 30W - LZ PVC-free133Base Power HarnessBase Power Harness 42W - LZ PVC-free134Base Power HarnessBase Power Harness 48W - LZ PVC-free135Receptacle15 Amp Receptacle 4 Circuit, Duplex, Circuit A 6/Pkg - G1Graphite (CP)136Receptacle15 Amp Receptacle 4 Circuit, Duplex, Circuit D 6/Pkg - G1Graphite (CP)137Controlled ReceptacleControlled Receptacle, 15 Amp, Duplex, Circuit B, 6/Pkg - G1Graphite (CP)138Finished EndFinished End,Base Cover Ptd 46H - SNC Satin Carbon139TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg140TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg141TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg142TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg143Wall StartWall Start 46H144Surface CantileverSurface Cantilever, for 20"-or 24" deep surface,lft-hnd - SNBSatin Bronze145Surface CantileverSurface Cantilever, for 30"- deep surface,rt-hnd - SNC SatinCarbon146Surface Ganging BracketSurface Ganging Bracket,pair147Support PanelSupport Panel, Frame-Att, Sq-Edge, Left-Hand Support, Lam30D - LVA Clear on Ash (CP) - SNC Satin Carbon148Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)149Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)150Rectangular SurfaceRectangular Surface - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)151Closed Support LegClosed Support Leg,for Sq-Edge Surface, 30"D,Fxd Hght,Lam - LBA Clear on Ash (CP)152StiffenerStiffener, 43 1/4WWKST-3 AND WKST-4153Rectangular TableRectangular Table with C-Foot - NNP No Power Access -SUD Simple Up Down - LBA Clear on Ash(CP) - LBA Clearon Ash(CP) - SNC Satin Carbon - PSC Simple Cable - NNNNo Cutout - 57 Glides154FrameFrame,Base Covers, Pwr/Data knockouts 46H 24W - SNCSatin Carbon155FrameFrame,Base Covers, Pwr/Data knockouts 46H 30W - SNCSatin Carbon156FrameFrame,Base Covers, Pwr/Data knockouts 46H 36W - SNCSatin Carbon157FrameFrame,Base Covers, Pwr/Data knockouts 68H 30W - SNCSatin Carbon158FrameFrame,Base Covers, Pwr/Data knockouts 68H 36W - SNCSatin Carbon159Frame Top CapFrame Top Cap,Standard Ptd 30W - SNC Satin Carbon160Frame Top CapFrame Top Cap,Standard Ptd 36W - SNC Satin Carbon161Frame Top ScreenFrame Top Screen,Ptd Stndrd Top Cap ,Clear Glass 1/4thick, 15H 36W - SNC Satin Carbon162Frame Top ScreenFrame Top Screen,Ptd Stndrd Top Cap 2 Frm ,Clear Glass1/4 thick, 15H 60W - SNC Satin Carbon163Frame Top ScreenFrame Top Screen,Ptd Stndrd Top Cap 2 Frm ,Clear Glass1/4 thick, 15H 66W - SNC Satin Carbon164Frame Top ScreenFrame Top Screen,Ptd Std Top Cap 3 Frm or More ,ClearGlass 1/4 thick, 15H 66W - SNC Satin Carbon165Frame Top ScreenFrame Top Screen,Ptd Std Top Cap 3 Frm or More ,ClearGlass 1/4 thick, 15H 72W - SNC Satin Carbon166Conn 90 UniversalConn 90,Universal,2way,90 deg-for 46H frames and lower167Conn 90 UniversalConn 90,Universal,3way-for 46H frames and lower168Conn 90 UniversalConn 90,Universal,3way-for 53H frames and higher169Conn 90 UniversalConn 90,Universal,4way-for 46H frames and lower170Conn Cover 90-DegConn Cover 90-Deg, 1 Side Covered,No Base Ptd 22H -SNC Satin Carbon1ADDENDUM 102-14-251NOTES:1.REFER TO FURNITURE VENDOR'S PLANS AND PRELIMINARY BUDGET LISTFOR ALL OF FURNITURE AND FURNITURE EQUIPMENT QUOTED FOR THISPROJECT.2.iPLAN TABLES TO BE PROVIDED BY OWNER AND TO BE INSTALLED BY GC.3.GC SHALL LEAVE A 36"X60" CLEARANCE FOR THE INSTALLATION OF THEiPLAN TABLES.4.GC SHALL SUBMIT MILLWORK AND COUNTERTOP SHOP DRAWINGS TO AORFOR REVIEW APPROVAL. N.T.S.C.B.A-601.2FURNITURE SCHEDULECONT.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXA.P.#PRODUCTPRODUCT NAME /DESCRIPTIONWKST-3 AND WKST-4171Conn Cover 90-DegConn Cover 90-Deg, 1 Side Covered,Base Cover Ptd 46H -SNC Satin Carbon172Conn Cover 90-DegConn Cover 90-Deg, 1 Side Covered,Base Cover Ptd 68H -SNC Satin Carbon173Conn Cover 90-DegConn Cover 90-Deg, 2 Sides Covered,Base Cover Ptd 46H- SNC Satin Carbon174Conn Cover 90-DegConn Cover 90-Deg, 3 Sides Covered,No Base Ptd 22H -SNC Satin Carbon175Top CapTop Cap, Conn 90-Deg, Connects-1 Frame Top Caps Ptd -SNC Satin Carbon176Top CapTop Cap, Conn 90-Deg, Connects-2 Frame Top Caps,90-Deg Ptd - SNC Satin Carbon177Top CapTop Cap, Conn 90-Deg, Connects-2 Frame Top Caps,180-Deg Ptd - SNC Satin Carbon178Top CapTop Cap, Conn 90-Deg, Connects-3 Frame Top Caps Ptd -SNC Satin Carbon179Top CapTop Cap, Conn 90-Deg, Connects-4 Frame Top Caps Ptd -SNC Satin Carbon180Connection HardwareConnection Hardware, Frame-to-Frame 46H181Connection HardwareConnection Hardware, Frame-to-Frame 68H182Power EntryPower Entry, External Direct Connect 6'long - LZ PVC-free183Base Power HarnessBase Power Harness 30W - LZ PVC-free184Base Power HarnessBase Power Harness 36W - LZ PVC-free185Power Harness ExtenderPower Harness Extender186Receptacle15 Amp Receptacle 4 Circuit, Duplex, Circuit A 6/Pkg - G1Graphite (CP)187Receptacle15 Amp Receptacle 4 Circuit, Duplex, Circuit C 6/Pkg - G1Graphite (CP)188Receptacle15 Amp Receptacle 4 Circuit, Duplex, Circuit D 6/Pkg - G1Graphite (CP)189Controlled ReceptacleControlled Receptacle, 15 Amp, Duplex, Circuit B, 6/Pkg - G1Graphite (CP)190Finished EndFinished End,Base Cover Ptd 46H - SNC Satin Carbon191TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg192TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg193TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg194TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg195TileFull-Height Tile - G1 Graphite (CP) - 1WS04 Whisper Iceberg196Wall StartWall Start 46H197CredenzaCredenza - Open with Box/ File - M Metal - LBA Clear onAsh (CP) - LBA Clear on Ash - SNC Satin Carbon - CBCounterweight (recommended) - KD Keyed Differently, Black198CredenzaCredenza - Open - LBA Clear on Ash (CP) - LBA Clear onAsh (CP)199CredenzaCred - Open, Base, Lam Case/Front, 1-1/4 Lam Top 48W16-1/2D - LBA Clear on Ash (CP) - LBA Clear on Ash (CP)200Mobile PedestalMobile Pedestal, Box/File, Lam Case/Front, 1-1/4 Lam Top,Bar Pull 20D - M Metal - LBA Clear on Ash (CP) - LBA Clearon Ash - SNC Satin Carbon - CB Counterweight(recommended) - KD Keyed Differently, BlackSTORAGE201Lat FileLat File,W-Pull Freestd 3 Dwr 42W - SS Smooth Paint onSmooth Steel - SNC Satin Carbon - KA Keyed Alike - CBCounterweight (recommended) - 2R Side-to-side Filing Rail202Storage CaseStorage Case,W-Pull 30W 38H - SS Smooth Paint onSmooth Steel - SNC Satin Carbon - KA Keyed Alike203Add-On OverfileAdd-On Overfile,W-Pull,42W - SS Smooth Paint on SmoothSteel - SNC Satin Carbon - KA Keyed AlikeCONFERENCE ROOMS204Chair SetuChr,Setu Multipurpose,5-star base,std-ht range,lyrissuspension seat/ bck,ribbon arms - G1 Graphite (CP) - G1Graphite (CP) - HCC 2 1/2" Cater, low roll resistance, blackyoke, hard floors - NNN None - 4W26 lyris 2™ slate grey205Headway™ Boat ShapeSeated Height TableHeadway™ Boat Shape, Y-Base, Seated Height Table - L6Cutout for Logic Y1425 6 Port - LBA Clear on Ash (CP) -LBA Clear on Ash (CP) - SNC Satin Carbon Leg With SatinCarbon Foot - T Trough206Headway™ Boat ShapeSeated Height TableHeadway™ Boat Shape, Y-Base, Seated Height Table - L6Cutout for Logic Y1425 6 Port - L6 Cutout for Logic Y1425 6Port - LBA Clear on Ash (CP) - LBA Clear on Ash (CP) -SNC Satin Carbon Leg With Satin Carbon Foot - T Trough207Round Power ModuleRound Power Module, 1 Simplex Rcpt/1 Open Data Port,Pwr Cord w/ Plug End, 4Ft Cord - BK Black Faceplate, BlackSimplex208Grommet Mounted ElectricalDistributorLogic G1000 Grommet Mounted Electrical Distributor - G1Graphite (CP)VIV CHAIRS (REPLACE LINES)209Viv ChairViv Chair, Wood Base - OAK oak - 1HA16 Medley 61004 -FG Felt GlidesTASK SEATING_AERON210Aeron Work ChairWork Chair,New Aeron,B Size,Std-Hgt Range Adj,StdTlt,Fully Adj Arms,Non-Uphst Armpads - ALP AdjustablePosturefit SL - G1 Graphite (CP) - G1 Graphite (CP) - G1Graphite (CP) - C7 2 1/2" Caster, Black Yoke, Hard Floors orCarpet - BK Black - 23103 8Z Pellicle Graphite211Verus® Work ChairVerus® Work Chair, Assembled - AJ Adjustable Lumbar withSacral Support - BK Black Base/black Frame - 36505 Slate -C7 2 1/2" Caster, Black Yoke, Hard Floors or Carpet - 3SL13Sequel Slate Grey212Wall Anchored Countertop26" Deep by 73" Wide, 40" to the top of the countertop213Wall Anchored Countertop26" Deep by 48" Wide, 34" to the top of the countertop-ADACompliance214iPlan Tables - Freestanding(Provided by Owner)-NOTES:1.REFER TO FURNITURE VENDOR'S PLANS AND PRELIMINARY BUDGET LISTFOR ALL OF FURNITURE AND FURNITURE EQUIPMENT QUOTED FOR THISPROJECT.2.iPLAN TABLES TO BE PROVIDED BY OWNER AND TO BE INSTALLED BY GC.3.GC SHALL LEAVE A 36"X60" CLEARANCE FOR THE INSTALLATION OF THEiPLAN TABLES.4.GC SHALL SUBMIT MILLWORK AND COUNTERTOP SHOP DRAWINGS TO AORFOR REVIEW APPROVAL.1ADDENDUM 102-14-251 VARIES 2"VARIES2" 1 SLIDING GLASS GLASS DOOR VARIES 2"2"VARIES2" 2 ALUMINUM DOUBLE GLASS DOOR 6'-0"2"2"VARIES2"2"2"2'-10"2'-10"2"3 ALUMINUM DOUBLE GLASS DOOR WITH SIDELITES 3'-0"2"2"VARIES2" 4 BULLETPROOF GLASS DOOR WITH DOUBLE SIDELITES2"2"2"2"2"1'-5"1'-5"VARIES 2"2"VARIES2" 5 ALUMINUM HOLLOW METAL DOOR VARIES VARIES6 PRIME FLUSH HOLLOW METAL DOOR PANEL CONCEALED OUTSWING INTERIOR DOOR 42" A.F.F.2"VARIESALUMINUM HOLLOW METAL DOOR WITH PUSH BARS 7 42" A.F.F.2"VARIESALUMINUM / GLASS DOOR WITH PUSH BARS 8 VARIES 2"2"VARIES 2"2"VARIES 2"2"VARIES2" 9 ALUMINUM DOOR WITH SIDELITE 2"2"VARIES 42" A.F.F.42" A.F.F.2" VARIES 2"2"VARIES2" 10 ALUMINUM HOLLOW METAL DOOR W/. PUSHBAR & EXT. WOOD CLADDING TO MATCH ELEVATION42" A.F.F.1.MIAMI-DADE NOTICE OF ACCEPTANCE OR FLORIDA APPROVAL REQUIRED. CONTRACTOR TO PROVIDE N.O.A'S AND FL APPROVAL DOCUMENTS FOR A/E APPROVAL, WHERE NOT ALREADY PROVIDED ON EXISTING DOOR. 2.DOORS IN FIRE BARRIERS (IF APPLICABLE IN THIS PROJECT) SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA FIRE PREVENTION LATEST EDITION AND SHALL BE SELF-CLOSING. 3.ALL METAL DOORS & FRAMES TO BE PRIMED & PAINTED COLOR TO MATCH WALLS, OR COORDINATE WITH OWNER. PAINT TO BE SCUFFED RESISTANT. 4.SUBMIT DOOR SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR FABRICATION. 5.ALL DOOR HARDWARE TO BE VANDAL RESISTANT. 6.G.C. TO FIELD VERIFY ALL EXISTING THRESHOLD CONDITIONS PRIOR PROCUREMENT OF DOOR THRESHOLDS. 7.KEYING REQUIREMENTS SHALL BE COORDINATED WITH OWNER PRIOR TO PROCUREMENT OF ANY LOCKING SYSTEM. 8.G.C. SHALL FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO ORDERING OF DOORS & FRAMES. 9.G.C. SHALL COORDINATE DOOR THRESHOLDS WITH NOA SPECIFICATIONS. 10.ALL GLAZING SHALL MEET CATEGORY 2 SAFETY GLASS REQUIREMENTS. A-700 AL ALUMINUM HGT HEIGHT HM HOLLOW METAL MATL MATERIAL IG IMPACT GLASS MTL METAL WD WOOD TEMP TEMPERED STL STEEL FG FROSTED GLASS GLZ GLAZING CLR CLEAR DOOR HARDWARE MANUFACTURERS (MFR) VON DUPRIN IVES SCHLAGE LCN SARGENT ZERO INTERNATIONAL STEEL CRAFT OR SIMILAR APPROVED DOOR SCHEDULE C.V. N.T.S.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXDOOR AND FRAME SCHEDULE MARK ROOM NAME DOOR FRAME DETAIL FIRE RATING NOTES SECURITY NOTESROUGH OPENING TYPE MATERIAL GLAZED MATERIAL HEAD JAMB THRESHOLD WIDTH ROUGH HEIGHT 001 EMPLOYEE ENTRANCE/EGRESS 3'-4"8'-5 1/2"8 GLZ CATEGORY II IMPACT AL H1/A-701 J1/A-701 T1/A-701 /DOOR - NOA No. 23-0714.09 OR SIMILAR APPROVED SECURITY ACCESS CONTROL LOCK, ELECTRIC LATCH 002 BUILDING OFFICIAL / DIRECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 003 BUILDING DEPARTMENT MANAGER 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 004 ASSISTANT BUILDING OFFICIAL 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 005 BREAKROOM 3'-4"8'-5 1/2"5 HM /AL H3/A-701 J3/A-701 T3/A-701 /DOOR - NOA No. 21-0504.07 OR SIMILAR APPROVED / 006 BREAKROOM EGRESS 3'-4"8'-5 1/2"7 HM CATEGORY II IMPACT AL H3/A-701 J3/A-701 T3/A-701 /DOOR - NOA No. 21-0504.07 OR SIMILAR APPROVED SECURITY ACCESS CONTROL LOCK, ELECTRIC LATCH 007 CALL CENTER 12'-0"8'-5 1/2"9 GLZ /AL H4/A-701 J4/A-701 T4/A-701 /// 008 IT ROOM 3'-4"8'-5 1/2"6 HM /WD H3/A-701 J3/A-701 T3/A-701 /// 009 EGRESS 3'-4"8'-5 1/2"10 HM CATEGORY II IMPACT AL ---/ DOOR - NOA No. 21-0504.07 TRESPA NFC PURA SIDING - NOA No. 24.0228.04 TO MATCH EXISTING EXTERIOR CLADDING OR SIMILAR APPROVED SECURITY ACCESS CONTROL LOCK, ELECTRIC LATCH 010 CHIEF BUILDING INSPECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 011 CHIEF PLUMBING INSPECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 012 CHIEF MECHANICAL INSPECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 013 CHIEF ELECTRICAL INSPECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 014 STRUCTURE PLAN EXAMINER 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 015 NOT USED ----/----/// 016 CONFERENCE ROOM 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 017 PLAN COORDINATOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 018 MEETING ROOM 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 019 PERMIT SUPERVISOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 020 BUSINESS CENTER SUPERVISOR 3'-4"8'-5 1/2"5 HM /AL H3/A-701 J3/A-701 T3/A-701 /DOOR - NOA No. 21-0504.07 OR SIMILAR APPROVED / 021 BUSINESS CENTER ADMINISTRATOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 022 STORAGE 3'-4"8'-5 1/2"5 HM /AL H3/A-701 J3/A-701 T3/A-701 /DOOR - NOA No. 21-0504.07 OR SIMILAR APPROVED / 023 JANITOR CLOSET (OFFICE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 024 MEN'S BATHROOM (OFFICE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 025 WOMEN'S BATHROOM (OFFICE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 026 BLDG. DPT. OFFICES 6'-6"8'-5 1/2"4 GLZ /AL H3/A-701 J3/A-701 T3/A-701 // SECURITY ACCESS CONTROL LOCK / BULLETPROOF DOOR AND SITELITES, MAGLOCK 027 BLDG. DEPT. MAIN ENTRANCE 12'-4"8'-5 1/2"3 AL CATEGORY II IMPACT AL H1/A-701 J1/A-701 T1/A-701 /DOOR - NOA No. 23-0714.09 OR SIMILAR APPROVED / 028 UNISEX RESTROOM (LOBBY)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 029 JANITOR CLOSET (CAFE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 030 MEN'S BATHROOM (CAFE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 031 WOMEN'S BATHROOM (CAFE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 032/033 CAFE'S MAIN ENTRANCE 6'-3"8'-5 1/2"2 AL CATEGORY II IMPACT AL H2/A-701 J2/A-701 T2/A-701 / DOOR - NOA No. 23-0714.09 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED / 034 ELECTRICAL ROOM 4'-0"7'-0"5 AL CATEGORY II IMPACT AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED / 035 WATER HEATER ROOM 4'-0"7'-0"5 AL CATEGORY II IMPACT AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED / 036 CAFE EGRESS DOOR 4'-0"8'-5 1/2"7 AL CATEGORY II IMPACT AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED / GENERAL DOORS AND FRAMES NOTES: ADDENDUM 11 02-14-25 1 1 1 1 1 1 2"2'-0"2"2"10"2"10"3'-8"2"2"3'-4"BULLETPROOF TRANSACTION WINDOW WITH SPEAKER AND DEAL TRAY WITH DOUBLE SIDLITE1'-10"2"3'-5"2" 2"2"2"2"2"5'-4"2"2"2"2"2"5'-4"2"2"2" VARIES VARIES CLCL5'-4"2"2"2"3'-7"2"7'-10"2"2"2"2"2" ALUMINUM FIXED WINDOW 2"1'-0"2"1/2 1/2 1/31/31/3 1/2 1/2 VARIES (V.I.F)(V.I.F)(V.I.F)(V.I.F)(V.I.F)(V.I.F)(V.I.F) (V.I.F)(V.I.F) (V.I.F) 2"3'-5"2"3'-5"1'-10"2"3'-5"2"2"2"(V.I.F)(V.I.F) 2"3'-5" 1 ALUMINUM FIXED WINDOW 2 ALUMINUM FIXED WINDOW 3 ALUMINUM FIXED WINDOW 4 ALUMINUM FIXED WINDOW 5 ALUMINUM FIXED WINDOW 6 7 4'-4"1'-4"5'-0"EXISTING 12" BLOCK WALL 3 COAT STUCCO SYSTEM WITH PAINTED FINISH3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL ALUMINUM BUCK SHIM SERIES "EL-150" ALUMINUM FIXED WINDOW - L.M.I. NOA NO. 23-0714.17 OR SIMILARLY APPROVED EXTERIOR INTERIORSHIM ALUMINUM BUCK INTERIOR EXTERIOR SERIES "EL-150" ALUMINUM FIXED WINDOW - L.M.I. NOA NO. 23-0714.17 OR SIMILARLY APPROVED EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL3 COAT STUCCO SYSTEM WITH PAINTED FINISH 12 1/4"2 1/4"5/8" GYPSUM BOARD WITH PAINTED FINISH 4" STUD R-9 FIBERGLASS INSULATION INTERIOR INTERIOR TOTAL SECURITY SOLUTIONS STAINLESS STEEL RECESSED CURRENCY DEAL TRAY OR SIMILAR APPROVED TOTAL SECURITY SOLUTIONS STAINLESS STEEL COUNTERTOP OR SIMILAR APPROVED TOTAL SECURITY SOLUTIONS INTERIOR TRANSACTION WINDOW OR SIMILAR APPROVED SEALANT ALUMINUM BUCK SHIM SERIES "EL-150" ALUMINUM FIXED WINDOW - L.M.I. NOA NO. 23-0714.17 OR SIMILARLY APPROVED EXISTING 12" BLOCK WALL 3 COAT STUCCO SYSTEM WITH PAINTED FINISH 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL EXTERIOR INTERIOR 5/8" GYPSUM BOARD WITH PAINTED FINISH R-9 FIBERGLASS INSULATION SEALANT 4" STUD INTERIOR INTERIOR TOTAL SECURITY SOLUTIONS INTERIOR TRANSACTION WINDOW OR SIMILAR APPROVED 5/8" GYPSUM BOARD WITH PAINTED FINISH 4" STUD R-9 FIBERGLASS INSULATION INTERIOR INTERIOR SEALANT TOTAL SECURITY SOLUTIONS INTERIOR TRANSACTION WINDOW OR SIMILAR APPROVED A-702 WINDOW SCHEDULE P.L. N.T.S.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXWINDOW SCHEDULE MARK TYPE WINDOW FRAME DETAIL FIRE RATE MOUNTING NOTESROUGH OPENING SIZE MATERIAL MATERIAL HEAD JAMB SILL WIDTH ROUGH HEIGHT 01 4 6'-8"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 02, 05, 06, 09 2 3'-11"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 03, 04, 07, 08 2 4'-4"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 10 4 5'-11"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 11,12 3 8'-10"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 13 4 5'-4"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 14 4 5'-6"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 15,16,17 1 6'-2"8'-5 1/2"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 18 6 8'-0"2'-2"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /75.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 19 5 12'-0"2'-2"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /75.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 20 4 8'-0"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 21 3 12'-0"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 22,23,24,25 7 4'-4"5'-0"IG AL H2 / A-700 J2 / A-700 S2 / A-700 /37.5" A.F.F.TOTAL SECURITY SOLUTIONS OR SIMILAR APPROVED 1.MIAMI-DADE NOTICE OF ACCEPTANCE REQUIRED. CONTRACTOR TO PROVIDE N.O.A'S FOR A/E APPROVAL, WHERE NOT ALREADY PROVIDED. (SERIES EL-150 ALUMINUM FIXED WINDOW-L.M.I. NOA# 23-0714.17 OR SIMILAR APPROVED.) 2.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/ METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FBC AND ADOPTED STANDARDS. 3.G.C. SHALL VERIFY ALL WINDOWS IN FIELD PRIOR TO ORDERING AND FABRICATION. 4.ALL OPENINGS SHALL BE FIELD VERIFIED AND MEASURED BY SELECTED GLAZING CONTRACTOR AND ACCEPTED BY CONTRACTOR PRIOR START OF SHOP FABRICATION OF GLAZING SYSTEM. 5.G.C. SHALL COORDINATE DOOR SILLS WITH NOA SPECIFICATIONS. 6.G.C. SHALL FIELD VERIFY ALL ROUGH OPENING OF WINDOW SYSTEMS. 7.GC SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO AOR/EOR FOR APPROVAL PRIOR TO ORDERING OF WINDOW SYSTEMS. 8.G.C. SHALL SUBMIT PRODUCT SAMPLE FOR APPROVAL BY ARCHITECT AND OWNER PRIOR TO PLACING ORDER. 9.ALL WINDOWS AND STOREFRONT SHALL BE PLACED WITHIN STRUCTURAL OPENING. 10.ALL EXTERIOR WINDOWS, GLASS CURTAIN WALLS, GLASS DOORS, AND GLAZING SHALL HAVE A HEAT GAIN COEFFICIENT OF 0.5 AND A U-VALUE OF 1.25. 11.FOR WALL ASSEMBLY INFORMATION REFER TO WALL ASSEMBLY SHEETS A-500 AND 500.1 AS WELL AS WALL SECTION SHEETS A-501 AND A-502. H-1 A-702 WINDOW HEADER DETAIL (TYP.) SCALE: 3" = 1'-0" J-1 A-702 WINDOW JAMB DETAIL SCALE: 3" = 1'-0" S-1 A-702 WINDOW SILL DETAIL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" S-2 A-702 WINDOW SILL DETAILH-2 A-702 WINDOW HEADER DETAIL SCALE: 3" = 1'-0" J-2 A-702 WINDOW JAMB DETAIL SCALE: 3" = 1'-0" AL ALUMINUM HGT HEIGHT HM HOLLOW METAL MATL MATERIAL IG IMPACT GLASS MTL METAL WD WOOD TEMP TEMPERED STL STEEL FG FROSTED GLASS GLZ GLAZING CLR CLEAR A.P. GENERAL WINDOW NOTES: ADDENDUM 11 02-14-25 1 00401 02 01303 012 04 011 0140506 07010 01708 10 1201811 4"2'-3"2"2'-4"2"2'-4"2"2'-4"2" 10'-5" 4"2"2'-10"2"2"2"2"3'-0"3'-6"3'-4"2'-10"2"2"3'-2"2"2'-7"2"2'-7"2"2" 4" 2'-10"2"3'-2"2"2'-7"2"2'-5"2" 13'-11"24'-2"8'-4"2"2"8'-4"2"2"8'-4"2"2"2"2" 24'-2" 2"2'-10"2"3'-2"2"3'-10"2" 10'-6" 2"2'-10"2" 8'-2" 2"3'-0"2"1'-8" 4"2'-3"2"2'-5" 10'-8" 2"2"2'-5"4"2'-5"2'-1" 18'-3" 2"2'-1"4"2'-1"2"2'-1"2"2'-1"2"2'-1"2"2'-1"2"2'-1"2"2"4"2'-9" 12'-6" 2"2'-9"2"3'-2"2"2'-10"8'-4"2"2"8'-4"2"2"8'-4"2"2"8'-4"2"2"8'-4"2"2"2"2'-0" 10'-8" 2"1'-10"2"3'-2"2"2'-10"2"8'-4"2"2"2'-10"2"2"3'-2"2"2'-7"2"2'-7"2" 4" 2'-10"2"3'-2"2"2'-7"2"2'-5" 01909 2"2'-10"2" 9'-8" 2"3'-0"2"3'-2"8'-4"2"2"021 14 2"2'-10"2"3'-2"2"3'-3"2" 12'-11"8'-4"2"2"2"3'-1" 2" 01613 A-703 GLAZING ELEVATIONS P.L. AS SHOWN 1 ADDENDUM #1 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. GLAZING ELEVATIONS13/8"=1'-0" A-704 6 A-704 1 A-704 3 A-704 2 A-704 4 A-704 5 1 1 1 1 1 1 1 1 1 1 1 1 02-14-25 A-704 GLAZING DETAILS P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSCALE: 6" = 1'-0" 1 A-704 GLAZING DETAIL SCALE: 6" = 1'-0" 4 A-704 GLAZING DETAIL A.P. SCALE: 6" = 1'-0" 2 A-704 GLAZING DETAIL SCALE: 6" = 1'-0" 5 A-704 GLAZING DETAIL SCALE: 6" = 1'-0" 6 A-704 GLAZING DETAIL SCALE: 6" = 1'-0" 3 A-704 GLAZING DETAIL 1"x3" WOOD BLOCK ALUMINUM MULLION PAINTED BLACK DOOR HINGE ALUMINUM DOOR JAMB PAINTED BLACK SEALED DOUBLE GLAZED (44 STC) SEALED DOUBLE GLAZED (44 STC)SEALED DOUBLE GLAZED (44 STC) ALUMINUM WINDOW JAMB PAINTED BLACK 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 1"x3" WOOD BLOCK 1"x3" WOOD BLOCK 1"x3" WOOD BLOCK SEALED DOUBLE GLAZED (44 STC) SEALED DOUBLE GLAZED (44 STC) ALUMINUM WINDOW HEADER PAINTED BLACK ALUMINUM WINDOW SILL PAINTED BLACK SEALED DOUBLE GLAZED (44 STC) ALUMINUM DOOR HEADER PAINTED BLACK 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 1 ADDENDUM #1 1 02-14-25 A-704 GLAZING DETAILS P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 PERMIT SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSCALE: 6" = 1'-0" 1 A-704 GLAZING DETAIL SCALE: 6" = 1'-0" 4 A-704 GLAZING DETAIL A.P. SCALE: 6" = 1'-0" 2 A-704 GLAZING DETAIL SCALE: 6" = 1'-0" 5 A-704 GLAZING DETAIL SCALE: 6" = 1'-0" 6 A-704 GLAZING DETAIL SCALE: 6" = 1'-0" 3 A-704 GLAZING DETAIL 1"x3" WOOD BLOCK ALUMINUM MULLION PAINTED BLACK DOOR HINGE ALUMINUM DOOR JAMB PAINTED BLACK SEALED DOUBLE GLAZED (44 STC) SEALED DOUBLE GLAZED (44 STC)SEALED DOUBLE GLAZED (44 STC) ALUMINUM WINDOW JAMB PAINTED BLACK 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 1"x3" WOOD BLOCK 1"x3" WOOD BLOCK 1"x3" WOOD BLOCK SEALED DOUBLE GLAZED (44 STC) SEALED DOUBLE GLAZED (44 STC) ALUMINUM WINDOW HEADER PAINTED BLACK ALUMINUM WINDOW SILL PAINTED BLACK SEALED DOUBLE GLAZED (44 STC) ALUMINUM DOOR HEADER PAINTED BLACK 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 1 ADDENDUM #1 1 GP SV GG WVG IV M E M M M M WV IV IV WV IV NN NN W NN WV W WV IV H Y D WV OH OH TB M M OH OH M GP GP ST ST SV GGG WV IV GP E GP GP EXIST. 47 L.F. OF CURB TYPE "D" TO BE REMOVED EXIST. 25 L.F. OF CURB TYPE "D" TO BE REMOVED EXIST. 219.77 S.F. OF SOD TO BE REMOVED EXIST. 558 S.F. OF CONCRETE PAVEMENT TO BE REMOVED EXIST. 56.73 L.F. OF CURB TYPE "D" TO BE REMOVED EXIST. STMH TO REMAIN EXIST. WALL TO BE REMOVED EXIST. WALL TO BE REMOVED EXIST. 407 S.F. OF CONCRETE SIDEWALK TO BE REMOVED EXIST. 245 S.F. OF CONCRETE PAVEMENT TO BE REMOVED EXIST. SIGN TO BE RELOCATED EXIST. IRRIGATION VALVE TO BE RELOCATED EXIST. METAL LIGHT POLE TO BE REMOVED EXIST. TREE TO BE REMOVED EXIST. TREE TO BE PROTECTED EXIST. CB TO BE PROTECTED EXIST. WALL TO REMAIN EXIST. 206 S.F. OF CONCRETE SIDEWALK TO BE REMOVED EXIST. CLEANOUT TO REMAIN EXIST. WATER VALVE TO REMAIN EXIST. 1046.33 S.F. OF SOD TO BE REMOVED EXIST. IRRIGATION VALVES TO BE RELOCATED EXIST. TREE TO BE REMOVED EXIST. PALM TO BE REMOVED EXIST. PALM TO BE PROTECTED EXIST. IRRIGATION VALVE TO BE RELOCATED EXIST. CLEANOUT TO REMAIN. EXTEND AND INSTALL NEW COVER MATCHING THE PROPOSED SIDEWALK. EXIST. CLEANOUT TO REMAIN. EXTEND AND INSTALL NEW COVER MATCHING THE PROPOSED SIDEWALK. EXIST. 70 S.F. OF BRICK SIDEWALK TO BE REMOVED EXIST. 205 S.F. OF BRICK SIDEWALK TO BE REMOVED EXIST. GREASE TRAP TO BE REMOVED AND REPLACED EXIST. SANITARY VALVE TO BE REMOVED EXIST. GREASE TRAP TO BE REMOVED EXIST. SANITARY VALVES TO BE REMOVEDEXIST. SANITARY VALVE TO REMAIN EXIST. 4490 S.F. OF ASPHALT PAVEMENT TO BE REMOVED AND RESTORED EXIST. 4490 S.F. OF ASPHALT PAVEMENT TO BE REMOVED AND RESTORED EXIST. CB TO BE PROTECTED EXIST. TREE TO BE PROTECTED EXIST. 156 S.F. OF BRICK SIDEWALK TO BE REMOVED EXIST. CANVAS TO BE REMOVED EXIST. CANVAS TO BE REMOVED EXIST. PARKING STRIPING TO BE REMOVED AND RESTORED EXIST. 99 LF WALL TO BE DEMOLISHED EXIST. 99 LF WALL TO BE DEMOLISHED http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 25, 2024 GUSTAVO ECKARDT, P.E.License No.67553CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXDEMOLITION PLAN N LEGEND GREASE TRAP TO BE REMOVED & REPLACED 1 1"=8'-0" G BRICK SIDEWALK TO BE REMOVED G.P.C.A. 1"=8'-0" C-100 CONCRETE SIDEWALK & PAVEMENT TO BE REMOVED ASPHALT PAVEMENT TO BE REMOVED SOD AREA TO BE REMOVED EXISTING TREE TO BE PROTECTED DEMOLITION PLAN EXISTING WALL TO BE REMOVED 1 1 ADDENDUM 2/14/2025 1 PROP 24" SOLID STOP LINE PER FDOT 711-001 PROP 6" DOUBLE YELLOW LINE PER FDOT 711-001 PROP 6" WHITE SOLID PARKING LOT LINE PER FDOT 711-001 PROP. ACCESIBILITY PARKING SPACE MARKING RENEWAL SEE DETAIL 13 SHEET C-103 EXIST. 12" WHITE SOLID PEDESTRIAN LINE TO REMAIN PROP. WHEELSTOP SEE SEE DETAIL 14 SHEET C-103 EXIST. 24" SOLID STOP LINE TO REMAIN PROP. WHEELSTOP SEE SEE DETAIL 14 SHEET C-103 PROP. TYPE "D" CURB (TYP) PROP. HANDICAP SIGN ATTACHED TO WALL FTP21 PER FDOT INDEX No. 17355 EXIST. CB TO BE PROTECTED MATCH EXIST. PAVEMENT MATCH EXIST. PAVEMENT MATCH EXIST. PAVEMENT PROP. 635 S.F. OF THICKENED EDGE 4" THICK CONCRETE SIDEWALK PROP. THICKENED EDGE SIDEWALK WITH THE THICK EDGE RESTING ON TOP OF EXIST. RETAINING WALL. SEE DETAIL 16 ON SHEET C-103 PROP. HANDICAP SIGN ATTACHED TO WALL FTP21 PER FDOT INDEX No. 17355 PROP. HANDICAP RAMP SEE DETAIL 1 SHEET C-102 PROP. HANDICAP RAMP SEE DETAIL 1 SHEET C-102 PROP. TYPE "D" CURB (TYP) PROP. 927 S.F. OF BRICK SIDEWALK PROP. 927 S.F. OF BRICK SIDEWALK SAWCUT AND MATCH EXIST. PAVEMENT EXIST. 24" WHITE SOLID PEDESTRIAN CROSS TO REMAIN EXIST. CONFINEMENT CURB PROP. TYPE "D" CURB (TYP) PROP. HANDICAP RAMP SEE DETAIL 1 SHEET C-102 PROP. ACCESIBILITY PARKING SPACE MARKING RENEWAL SEE DETAIL 13 SHEET C-103 PROP. CONFINEMENT CURB SEE DETAIL 6 SHEET C-102 PROP. SOLIDS INTERCEPTOR PROP. 300 S.F. OF BRICK SIDEWALK OVER COMPACTED BASE SEE ARCH. DRAWINGS FOR DETAILS MATCH EXIST. GRADE MATCH EXIST. GRADE PROP. GREASE TRAP PROP. WOODEN FENCE SEE ARCH. DRAWINGS FOR DETAILS PROP. CONCRETE SLAB SEE DETAIL 8 SHEET C-102 G GGG EXIST. 24" WHITE SOLID PEDESTRIAN CROSS TO REMAIN EXIST. 6" DOUBLE YELLOW LINE TO REMAIN EXIST. 24" SOLID STOP LINE TO REMAIN EXPANSION JOINT CONCRETE/ASPHALT SEE DETAIL 11 SHEET C-103 GENERATOR SLAB FFE=8.00' DUMPSTER NEW LIGHT POLE WITH NEW CONCRETE BASE PROP. ADA COMPLIANT DETECTABLE WARNING SURFACE PROP. ADA COMPLIANT DETECTABLE WARNING SURFACE PROP. CONFINEMENT CURB SEE DETAIL 6 SHEET C-102 MATCH EXIST. TYPE "D" CURB ROUNDING THE TREE TO BE PROTECTED AND INTO THE GAS STATION PROPERTY LINE PROP. GAS LINE MODIFICATION PER COORDINATION WITH GAS COMPANY GAS COMPANY TO INSTALL A TEE BRANCH TO SPLIT GENERATOR VS CAFE 2" 30# LINE GAS METER/REGULATOR #1 GAS METER/REGULATOR #2 GV GV PROP. TYPE "D" CURB (TYP)8.2'8. 7 ' BOLLARDS (TYP. OF 3) SEE ARCH. DRAWINGS FOR DETAILS 22.8'8.1' PROP. 1/2" EXPANSION JOINT BETWEEN CONCRETE SIDEWALK AND EXISTING BUILDING BUILDING SETBACK GP E M M M M WV IV IV WV IV NN NN W NN SFC WV W WV IV H Y D WV TB OH TB M M OHOH SFC M GP GP ST ST WV IV GP GP GP PROP. 804 S.F. OF BRICK SIDEWALK OVER COMPACTED BASE SEE ARCH. DRAWINGS FOR DETAILS EXIST. TURN RIGHT ARROW TO REMAIN EXIST. TREE TO BE PROTECTED EXIST. TREE TO BE PROTECTED EXIST. TREE TO BE PROTECTED EXIST. TREE TO BE PROTECTED EXPANSION JOINT CONCRETE/ASPHALT SEE DETAIL 11 SHEET C-103 PROP. 12" CONCRETE SLAB FLUSHED WITH ASPHALT PAVEMENT FINISHING GRADE SEE DETAIL 9b SHEET P-802 9.15'5.75'10.67' 10.25'http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 25, 2024 GUSTAVO ECKARDT, P.E.License No.67553CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXPAVING & GRADING PLAN N EXISTING ELEVATION LEGEND PROPOSED ELEVATION PROP. BRICK SIDEWALK G.P.C.A. 1"=8'-0" C-101 1" ASPAHLT MILLING AND RESURFACING PROP. ADA COMPLIANT DETECTABLE WARNING SURFACE PROP. CONCRETE SIDEWALK PROP. GREASE TRAPSG PROP. CURB TYPE "D" NOTE: 1.EXISTING GRADES ARE TO REMAIN UNLESS OTHERWISE INDICATED. 2.GAS COMPANY TO COORDINATE GAS LINE MODIFICATION. 3.CONTRACTOR SHALL LOCATE AND VERIFY ALL UNDERGROUND UTILTIES PRIOR TO EXCAVATION PAVING & GRADING PLAN GAS LINE MODIFICATION 1 ADDENDUM 2/14/2025 1 1 1 SIDEWALK DETAIL N.T.S.1 TYPE D CURB N.T.S.5 CONSTRUCTION JOINT (@5' OC) CONC. PAV'T. 1/2" EXP. JOINT JOINT FILLER 3/4" R JOINT SEAL 2" R6"18"8" 6" NOTE: PROVIDE COMPACTED BASE AND SUBGRADE AS PER DETAIL 6. NEW PAVEMENT DETAIL N.T.S.3 1 3 2 1. 2. 6% MAX. SLOPE 2" ASPHALTIC CONCRETE TYPE S-III, IN TWO 1" LIFTS * SECOND LIFT TO BE INSTALLED AFTER FINAL LANDSCAPING AND IRRIGATION INSPECTIONS 12" LIMEROCK BASE COURSE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. (MIN LBR 100). THE MATERIAL TO BE PLACED IN (2) 6" COMPACTED LIFTS (SEPARATE COMPACTION TEST REQUIRED FOR EACH LIFT). 12" COMPACTED SUBBASE TO 98% DRY DENSITY PER AASHTO T-180 (MIN LBR 40) DENSITY TESTS REQUIRED FOR ALL LAYERS OF MATERIAL. ALL DENSITY COMPACTION TESTING TO BE WITNESSED BY THE CITY OF SUNNY ISLES ENGINEERING INSPECTOR. 3. PAVEMENT RESTORATION LIMITS SAWCUT FOR A CLEAN, NEAT EDGE MILLING AREA MIN. 2' WIDE SAME OVERLAY THICKNESS 2" THICK ASPHALT PAVEMENT OVERLAY TACK COAT ALL SURFACES TACK COAT ALL SURFACES EXIST. ASPHALT PAVEMENT MILL EXISTING ASPHALT TO MAINTAIN OVERLAY THICKNESS PAVEMENT RESTORATION LIMITS SAWCUT FOR A CLEAN, NEAT EDGE EDGE OF PAVEMENT EDGE OF PAVEMENT TRANSITION AREA MIN. 2' WIDE MILLING AREA PLAN VIEW A PAVEMENT TERMINATION DETAIL N.T.S.4 A PROFILE VIEW SECTION A-A NOTES: 1. ASPHALT OVERLAY THICKNESS OF 2" MINIMUM TO BE MAINTAINED. 2. CONTRACTOR MAY MILL A WIDER TRANSITION AREA IF DESIRED. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR MILLING BEYOND THE MINIMUM 2' WIDE TRANSITION AREA. 3. DISPOSAL OF MILLING MATERIAL TO BE INCLUDED IN THE PRICE OF MILLING AND MUST COMPLY WITH REGULATORY STANDARDS. 4. MILLINGS MAY NOT BE USED ON SITE TEMPORARILY OR PERMANENT 5. MILL ALL CONNECTIONS TO EXISTING PAVEMENT OR EXISTING SIDEWALKS FOLLOWING THE PAVEMENT RESTORATION LIMITS TERMINATION DETAIL. PAVEMENT DETAIL FOR OFF-STREET PARKING AREAS N.T.S.7 6" BASE 2 DOWELS, 18" LENGTH 2" MIN. TYPE SP ASPHALTIC CONCRETE BACK OF DOWELED HEEL TOP TO BE PLACED A MINIMUM OF 24" FROM END OF PARKING STALL. 24"6" SUBGRADE FACE OF STRUCTURE SURFACE BASE SUBGRADE ASPHALTIC CONCRETE EXIST.ASPHALT ROADWAY NOTES: 1. IN FILL AREAS NO PIECE OF ROCK OVER 6" ALLOWED IN THE UPPER TWO FEET OF THE FILL. NO PIECE OF ROCK OVER 3 12" ALLOWED IN THE UPPER TWELVE INCHES OF THE COMPACTED FILL SUBGRADE UP TO 6" BELOW THE BOTTOM OF THE BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. EXIST.ASPHALT ROADWAY WITH 2" FULL ROADWAY WIDTH OVERLAY ASPHALT PAVEMENT BASE SUBGRADE JOINT FILLER 6"X18" CONCRETE CURB BASE SUBGRADE BRICK PAVEMENT CONFINEMENT CURB N.T.S.6 *VARIES*VARIES 18" THICK CONCRETE SLAB WITH MESH 12x12 6"/6" TOP & BOTTOM, 3" CLEAR OF CONCRETE COVER. 3" #6 @12" EACH WAY #6 @12" EACH WAY 1'-6"3"3" CLR.PLUS 12" MIN PIPE DIAMETER CLASS B, FDOT #57 STONE BEDDING FOR FILL UNDER THE WATER TABLE WITH NON-WOVEN FILTER FABRIC PLACED BETWEEN STONE AND BACKFILL MATERIAL FABRIC REFER TO DETAIL 10 FOR DEEP BACKFILL WITH SUITABLE MATERIAL. COMPACTION REQUIREMENTS PAVEMENT SECTION VARIES FINISHED GRADE VARIES SUITABLE MATERIAL#57 STONE2'-0" MINENGINEER'S RECOMENDATIONS PROFILE VIEW SECTION B-B PLAN VIEW GENERATOR OR DUMPSTER CONCRETE SLAB DETAIL N.T.S.8 TYPICAL BACKFILL DETAIL N.T.S.9 5% MAX RUNNING SLOPE OR 2% MAXSLOPESIDEWALKWIDTHAS NEEDED SIDEWALK NEW SIDEWALK TRANSITION SLOPE DETAIL N.T.S.2 ORMATCH EXISTING SIDEWALK COMPACTED SUBGRADE OR PAVEMENT / TURF 100% OF MAX DENSITY PER ASTM D 698 95% OF MAX DENSITY PER ASTM D 698 90% OF MAX DENSITY PER ASTM D 698 85% OF MAX DENSITY PER ASTM D 698 TEST BEGINS COMPACTION 18"12"12"4"8"DEEP COMPACTATION REQUIREMENTS10N.T.S. TOOLED EDGE 1/4" RADIUS 1/8" JOINTS EVERY 5'4"COMPACTED LIMEROCK TO 98% OF PROCTOR. THICKNESS AS REQUIRED 12" MIN. NOTES: 1. CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 4,000 PSI MINIMUM 2. REINFORCING BARS SHALL BE DEFORM,ED, GRADE 60 AS PER ASTM A-615 3. GRADE SLAB FOUNDATION SHALL BE SUPPORTED ON WELL-COMPACTED FILL, WUTH MINIMUM COMPACTION OF 95% OF MAXIMUM DRY DENSITY FOR LAYERS AS VERIFIED BY FIELD DENSITY TESTS AS PER ASTM D1557 12" MIN. 4.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 25, 2024 GUSTAVO ECKARDT, P.E.License No.67553CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX2 N.T.S. STANDARD DETAILS G.P.C.A. N.T.S. C-102 DETAILS PRECAST CONCRETE WHEEL STOP DETAIL N.T.S.14 AT EACH END 1'-6" LONG 1 - #5 BAR, PRECAST CONCRETE WHEEL STOP PAINTED AND MARKED AS REQUIRED BY OWNER. ACCESSIBLE PARKING SPACE CONCRETE SIDEWALK 7'12" DISABLED PERMIT ONLY PARKING BY18"FTP 20-06 PER FDOT INDEX No. 17355 HANDICAP AND STALL PARKING DETAIL N.T.S.13 TYPICAL HANDICAP SIGN STYLE FTP-20-06 N.T.S.15 ACCESSIBLE PARKING SPACE WHITE GRAPHICS ON A BLUE BACKGROUND BLUE LETTERS ON A WHITE BACKGROUND. NOTE: IN ADITTION TEXT MAY ALSO INCLUDE TOWING AND MONETARY PENALTY INFORMATION. SIGN POST (METAL OR APPROVED EQUAL) WEIGHT (3.00LBS/FT) MOUNTING BOLTS BASE POST COMPACT SUBGRADE TO MAX 95 % MODIFIED PROCTOR (ASTM D-1557) IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMENDATIONS C.I.P. CONCRETE AGGREGATE STONE BASE (57 ROCK). REFER TO CIVIL DRAWINGS 1/2" PRE-MOLDED EXPANSION - JOINT FILLER MATERIAL ASPHALT LAYER. REFER TO CIVIL DRAWINGS CONCRETE - ASPHALT TRANSITION DETAIL11N.T.S. DEEP COMPACTATION REQUIREMENTS NOTE: ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IN COMPLIANCE WITH FDOT STANDARDS 1/2"R #4 TOP & BOTTOM 3" CLR. ALL AROUND LAP 18" MIN. APPLY CONCRETE BONDING AGENT ALONG TOP OF EXISTING RETAINING WALL EXISTING CONCRETE RETAINING WALL TO REMAIN VARIES WIDTH AS REQUIRED (MIN. 5' TYPICAL 3000 PSI CONCRETE 1/2"R EXISTING BUILDING WALL 1/2" EXPANSION JOINTSUBGRADE COMPACTED TO 98% AASHTO T-180 4" NOTES: 1. SIDEWALK JOINTS SHALL BE AT EVERY 5' ON CENTER. 2. CONCRETE STRENGTH SHALL BE 3000 PSI MINIMUM AND SHALL HAVE A MINIMUM 470 LB/CY OF PORTLAND CEMENT AND A MAXIMUM WATER TO CEMENT RATIO OF 0.55 LBS/LB. 3. ALL COMPACTION PROCTOR TESTING TO BE DONE AS PER AASHTO T-180 4. MINIMUM SIDEWALK THICKNESS SHALL BE 4 INCHES THICKENED EDGE SIDEWALK DETAIL N.T.S.16 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 25, 2024 GUSTAVO ECKARDT, P.E.License No.67553CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX3 N.T.S. STANDARD DETAILS G.P.C.A. N.T.S. C-103 DETAILS WRK LAB INC Quote #: 3605 NW 115TH AVE Date Printed: 2/3/2025 DORAL, FL 33025 Sales Name: Sales Phone: SOLD TO:SHIP TO:INSTALL: ,,, NOTES: PROPOSAL 12246 CITY OF SUNNY ISLES BUDGET PRICING 3048235 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 01. LOBBY LOUNGE 1 4 AW6010 $1,083.36 $4,333.44 ARWYN SINGLE SEAT LOUNGE, SMALL SCALE - CUSHION BACK - 29 1/2D X 30W X 29 1/2H ARWYN_COMPLETE UPHOL ? BACK CUSHION DETAILI ? FOOT OPTION ? ARM CAP ? SEATING_POWER_62 ? UPHOLSTERY UNDECIDED UPHOLSTERY BACK UNDECIDED BACK CUSHION FOOT OPTION UNDECIDED FOOT ARM CAP UNDECIDED ARM CAP SEATING POWER UNDECIDED SEATING POWER 2 4 AW6011 $1,154.88 $4,619.52 ARWYN SINGLE SEAT LOUNGE - CUSHION BACK - 29 1/2D X 34W X 29 1/4H ARWYN_COMPLETE UPHOL ? BACK CUSHION DETAILI ? FOOT OPTION ? ARM CAP ? SEATING_POWER_62 ? UPHOLSTERY UNDECIDED UPHOLSTERY BACK UNDECIDED BACK CUSHION FOOT OPTION UNDECIDED FOOT ARM CAP UNDECIDED ARM CAP SEATING POWER UNDECIDED SEATING POWER 01. LOBBY LOUNGE Subtotal $8,952.96 C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 1 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 02. CLERK S RECEPTION 3 2 FF10K.24BBF2HNTL $1,018.68 $2,037.36 Wood Freestanding Pedestal LBA LBA SNC CB KC clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed differently, chrome 4 3 FT110.4630J $84.50 $253.50 Frame,Base Covers, Pwr/Data knockouts 46H 30W SNC satin carbon 5 1 FT110.4636J $88.92 $88.92 Frame,Base Covers, Pwr/Data knockouts 46H 36W SNC satin carbon 6 2 FT114.1530PTR $120.90 $241.80 Frame Top Screen,Ptd Stndrd Top Cap,Clear Glass 1/4 thick 15H 30W SNC satin carbon 7 1 FT114.1566GTR $176.80 $176.80 Frame Top Screen,Ptd Std Top Cap 2 Frm,Clear Glass 1/4 thick, 15H 66W SNC satin carbon 8 1 FT128.46 $10.14 $10.14 Connection Hardware, Frame-to-Frame 46H 9 3 FT160.46BP $26.26 $78.78 Finished End,Base Cover Ptd 46H SNC satin carbon 10 6 FT180.4130T $59.80 $358.80 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 2 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 11 2 FT180.4136T $72.80 $145.60 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 12 3 FT190.46 $26.78 $80.34 Wall Start 46H 13 2 FT29B.2 $16.38 $32.76 Surface Ganging Bracket,pair 14 2 FTS10.2442LS $101.66 $203.32 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) 15 2 FTS10.2490LS $207.74 $415.48 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) 16 2 FV2A2.24FL $169.26 $338.52 Open Support Leg,Archtrl Foot,Fxd Hght,Lft 24D SNC satin carbon 17 2 FV2A2.24FR $169.26 $338.52 Open Support Leg,Archtrl Foot,Fxd Hght,Rt 24D SNC satin carbon 18 6 FV696.71 $26.78 $160.68 Stiffener, 71 1/2W C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 3 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 19 2 LW200.303 $558.79 $1,117.58 Lat File,W-Pull Freestd 3 Dwr 30W SS SNC KA CB 2R smooth paint on smooth steel satin carbon keyed alike counterweight (recommended) side-to-side filing rail 02. CLERK S RECEPTION Subtotal $6,078.90 03. BUSINESS CENTER SUPERVISOR 20 1 DU6ACS.3084UE $1,457.93 $1,457.93 Renew Rect Tbl, C-Foot,Sq-Edge,Lam Top/Universal Edge,Elec Std Range, 30D 84W NNP SUD LBA PLY SNC PSC NNN 57 no power access simple up down clear on ash (CP) plywood edge satin carbon simple cable no cutout glides 21 1 DUSG2.$56.42 $56.42 Renew™ Obstruction Sensor Kit 22 1 FF10K.30BBF2H05L $1,156.74 $1,156.74 Wood Freestanding Pedestal LBA LBA LBA SNC CB KA clear on ash (CP) clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed alike 23 1 FF20K.4220FF2HNTL $1,391.78 $1,391.78 Wood Freestanding Lateral File LBA LBA SNC CB KA clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed alike C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 4 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 24 1 FF800.42202HNT $924.56 $924.56 Wood High Credenza, Open LBA LBA clear on ash (CP) clear on ash (CP) 25 1 FF888.200284L $191.36 $191.36 Thick Top, Stg Attch, Two Unit Placed Under The Stg Top, Lam Top/ Thermo Edge 20D 84W LBA LBA clear on ash (CP) clear on ash (CP) 03. BUSINESS CENTER SUPERVISOR Subtotal $5,178.79 04. PERMIT SUPERVISOR 26 1 DU6ACS.3084ME $1,421.04 $1,421.04 Rectangle Table with C-Foot NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 27 1 DUSG2.$56.42 $56.42 Renew™ Obstruction Sensor Kit 28 1 FF10K.30BBF2HNTL $1,065.48 $1,065.48 Wood Freestanding Pedestal LBA LBA SNC CB KA clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed alike 29 1 FF20K.3020FF2HNTL $1,195.48 $1,195.48 Wood Freestanding Lateral File LBA LBA SNC CB KA clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed alike C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 5 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 30 1 FFH73K.524SABC2FFL6W $1,463.02 $1,463.02 Wood Low Credenza, Open with Drawers, Height Adjustable Leg Integration LBA LBA LBA SNC SNC CB KA SNC clear on ash (CP) clear on ash (CP) clear on ash (CP) satin carbon satin carbon counterweight keyed alike satin carbon 31 1 FTS10.3048LS $139.36 $139.36 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) 32 1 FV2E2.S30FL $112.58 $112.58 Closed Support Leg,for Sq-Edge Surface, 30"D,Fxd Hght, Lam LBA clear on ash (CP) 04. PERMIT SUPERVISOR Subtotal $5,453.38 05. BUSINESS CENTER ADMINS 33 3 DU6ACS.3072LE $1,387.87 $4,163.61 Renew Rect Tbl, C-Foot,Sq-Edge,Lam Top/Thermo Edge,Elec Std Range, 30D 72W NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 34 3 DUSG2.$56.42 $169.26 Renew™ Obstruction Sensor Kit C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 6 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 35 3 FF10K.24BF2H05L $1,037.92 $3,113.76 Wood Freestanding Pedestal LBA LBA LBA SNC CB KC clear on ash (CP) clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed differently, chrome 36 5 FT110.4642J $94.12 $470.60 Frame,Base Covers, Pwr/Data knockouts 46H 42W SNC satin carbon 37 2 FT110.4648J $100.62 $201.24 Frame,Base Covers, Pwr/Data knockouts 46H 48W SNC satin carbon 38 5 FT114.1542PTR $138.84 $694.20 Frame Top Screen,Ptd Stndrd Top Cap,Clear Glass 1/4 thick 15H 42W SNC satin carbon 39 2 FT114.1548PTR $148.72 $297.44 Frame Top Screen,Ptd Stndrd Top Cap,Clear Glass 1/4 thick 15H 48W SNC satin carbon 40 1 FT121.246 $23.40 $23.40 Conn 90,Universal,2way,90 deg-for 46H frames and lower 41 1 FT121.346 $27.30 $27.30 Conn 90,Universal,3way-for 46H frames and lower 42 1 FT123.146BP $25.48 $25.48 Conn Cover 90-Deg, 1 Side Covered,Base Cover Ptd 46H SNC satin carbon C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 7 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 43 1 FT123.246BP $30.42 $30.42 Conn Cover 90-Deg, 2 Sides Covered,Base Cover Ptd 46H SNC satin carbon 44 1 FT126.2AP $14.82 $14.82 Top Cap, Conn 90-Deg, Connects-2 Frame Top Caps, 90-Deg Ptd SNC satin carbon 45 1 FT126.3AP $14.82 $14.82 Top Cap, Conn 90-Deg, Connects-3 Frame Top Caps Ptd SNC satin carbon 46 2 FT128.46 $10.14 $20.28 Connection Hardware, Frame-to-Frame 46H 47 3 FT160.46BP $26.26 $78.78 Finished End,Base Cover Ptd 46H SNC satin carbon 48 10 FT180.4142T $77.22 $772.20 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 49 4 FT180.4148T $81.90 $327.60 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 50 2 FT190.46 $26.78 $53.56 Wall Start 46H C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 8 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 51 3 LW200.423 $678.76 $2,036.28 Lat File,W-Pull Freestd 3 Dwr 42W SS SNC KA CB 2R smooth paint on smooth steel satin carbon keyed alike counterweight (recommended) side-to-side filing rail 05. BUSINESS CENTER ADMINS Subtotal $12,535.05 06. CALL CENTER 52 1 DU6ACS.3072LE $1,387.87 $1,387.87 Renew Rect Tbl, C-Foot,Sq-Edge,Lam Top/Thermo Edge,Elec Std Range, 30D 72W NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 53 2 DU6ACS.3072ME $1,367.41 $2,734.82 Rectangle Table with C-Foot NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 54 3 DUSG2.$56.42 $169.26 Renew™ Obstruction Sensor Kit 55 3 FF10K.30BF2H05L $1,083.42 $3,250.26 Wood Freestanding Pedestal LBA LBA LBA SNC CB KC clear on ash (CP) clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed differently, chrome C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 9 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 56 2 FTS10.3078LS $238.68 $477.36 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) 57 8 FV689.P $65.26 $522.08 Support Leg,Post SNC satin carbon 58 2 FV696.62 $26.78 $53.56 Stiffener, 62 1/8W 06. CALL CENTER Subtotal $8,595.21 07. BREAK ROOM 59 1 ET122CLNG $506.25 $506.25 Eames Conference Table,Round,Contract Base,Laminate Top/Vinyl Edge,No Grommet,28-1/2H 42Dia 98 91 G2 G2 G studio white (CP) white (CP) graphite satin graphite satin glides 60 1 ET147RSLNG $1,095.66 $1,095.66 Eames Conference Table,Rectangular,Segmented Base,Laminate Top/ Vinyl Edge,No Grommet,28-1/2H 48D 96W 98 91 G2 G2 G studio white (CP) white (CP) graphite satin graphite satin glides 61 15 NOVWN100 $1,235.76 $18,536.40 Viv Chair, Wood Base OAK 1HA16 FG oak medley 61004 felt glides 07. BREAK ROOM Subtotal $20,138.31 C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 10 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 08. ADMIN WORKSTATIONS 62 2 FT110.4624J $80.34 $160.68 Frame,Base Covers, Pwr/Data knockouts 46H 24W SNC satin carbon 63 8 FT110.4630J $84.50 $676.00 Frame,Base Covers, Pwr/Data knockouts 46H 30W SNC satin carbon 64 4 FT110.4636J $88.92 $355.68 Frame,Base Covers, Pwr/Data knockouts 46H 36W SNC satin carbon 65 2 FT110.4648J $100.62 $201.24 Frame,Base Covers, Pwr/Data knockouts 46H 48W SNC satin carbon 66 1 FT112.24AP $14.56 $14.56 Frame Top Cap,Standard Ptd 24W SNC satin carbon 67 4 FT112.30AP $15.34 $61.36 Frame Top Cap,Standard Ptd 30W SNC satin carbon 68 4 FT112.36AP $16.64 $66.56 Frame Top Cap,Standard Ptd 36W SNC satin carbon 69 1 FT114.1530PTR $120.90 $120.90 Frame Top Screen,Ptd Stndrd Top Cap,Clear Glass 1/4 thick 15H 30W SNC satin carbon C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 11 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 70 2 FT114.1548PTR $148.72 $297.44 Frame Top Screen,Ptd Stndrd Top Cap,Clear Glass 1/4 thick 15H 48W SNC satin carbon 71 1 FT114.1554JTR $153.66 $153.66 Frame Top Screen,Ptd Std Top Cap 3 Frm or More,Clear Glass 1/4 thick, 15H 54W SNC satin carbon 72 1 FT114.1560GTR $164.32 $164.32 Frame Top Screen,Ptd Std Top Cap 2 Frm,Clear Glass 1/4 thick, 15H 60W SNC satin carbon 73 4 FT121.246 $23.40 $93.60 Conn 90,Universal,2way,90 deg-for 46H frames and lower 74 1 FT121.346 $27.30 $27.30 Conn 90,Universal,3way-for 46H frames and lower 75 1 FT123.146BP $25.48 $25.48 Conn Cover 90-Deg, 1 Side Covered,Base Cover Ptd 46H SNC satin carbon 76 4 FT123.246BP $30.42 $121.68 Conn Cover 90-Deg, 2 Sides Covered,Base Cover Ptd 46H SNC satin carbon 77 4 FT126.2AP $14.82 $59.28 Top Cap, Conn 90-Deg, Connects-2 Frame Top Caps, 90-Deg Ptd SNC satin carbon C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 12 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 78 1 FT126.3AP $14.82 $14.82 Top Cap, Conn 90-Deg, Connects-3 Frame Top Caps Ptd SNC satin carbon 79 9 FT128.46 $10.14 $91.26 Connection Hardware, Frame-to-Frame 46H 80 1 FT140.06 $65.78 $65.78 Power Entry, External Direct Connect 6'long LZ PVC-free 81 4 FT150.30 $50.18 $200.72 Base Power Harness 30W LZ PVC-free 82 4 FT150.36 $52.00 $208.00 Base Power Harness 36W LZ PVC-free 83 1 FT151.$11.96 $11.96 Power Harness Extender 84 1 FT155.A $68.90 $68.90 15 Amp Receptacle 4 Circuit, Duplex, Circuit A 6/Pkg G1 graphite (CP) 85 1 FT155.DN $68.90 $68.90 15 Amp Receptacle 4 Circuit, Duplex, Circuit D 6/Pkg G1 graphite (CP) C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 13 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 86 1 FT155M.B $68.12 $68.12 Controlled Receptacle, 15 Amp, Duplex, Circuit B, 6/Pkg G1 graphite (CP) 87 3 FT160.46BP $26.26 $78.78 Finished End,Base Cover Ptd 46H SNC satin carbon 88 4 FT180.4124T $54.34 $217.36 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 89 16 FT180.4130T $59.80 $956.80 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 90 8 FT180.4136T $72.80 $582.40 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 91 4 FT180.4148T $81.90 $327.60 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 92 1 FT290.24L $15.86 $15.86 Surface Cantilever, for 20"-or 24" deep surface,lft-hnd SNC satin carbon 93 1 FT290.24R $15.86 $15.86 Surface Cantilever, for 20"-or 24" deep surface,rt-hnd SNC satin carbon C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 14 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 94 2 FT290.30L $18.46 $36.92 Surface Cantilever, for 30"- deep surface,lft-hnd SNC satin carbon 95 2 FT290.30R $18.46 $36.92 Surface Cantilever, for 30"- deep surface,rt-hnd SNC satin carbon 96 2 FTS10.2472LF $199.42 $398.84 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) 97 2 FTS10.3084LF $275.34 $550.68 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) 98 2 FV696.48 $26.78 $53.56 Stiffener, 48W 99 2 FV696.67 $26.78 $53.56 Stiffener, 66 3/4W 100 2 LW140.24BBF $257.15 $514.30 Ped W-Pull,Surface Att 24D,B/B/F SB SS SNC KC 2F NN full-extension ball-bearing smooth paint on smooth steel satin carbon keyed differently, chrome 27 1/4" high (raised height) none C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 15 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 101 2 LW200.361 $491.34 $982.68 Lat File,W-Pull Freestd 2 Dwr Raised Hgt 36W SS SNC KA CB 2R smooth paint on smooth steel satin carbon keyed alike counterweight (recommended) side-to-side filing rail 08. ADMIN WORKSTATIONS Subtotal $8,220.32 09. PRIVATE OFFICES, OF-1 102 5 DU6ACS.2484ME $1,365.24 $6,826.20 Rectangle Table with C-Foot NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 103 2 DU6ACS.3084ME $1,421.04 $2,842.08 Rectangle Table with C-Foot NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 104 7 FFC700.30204L03 $564.20 $3,949.40 Wood Low Cred Open, 4H Foot, Lam Case/Base, 3/8" Lam Top 30W 20D LBA LBA SNC clear on ash (CP) clear on ash (CP) satin carbon 105 7 L2PM.20BFL02K $504.96 $3,534.72 Mobile Pedestal, Box/File, Lam Case/Front, 3/4 Lam Top, Bar Pull 20D M LBA LBA G1 KD metal clear on ash (CP) clear on ash (CP) graphite (CP) keyed differently, black C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 16 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 106 2 NOVWN100 $1,235.76 $2,471.52 Viv Chair, Wood Base OAK 1HA16 FG oak medley 61004 felt glides 107 7 Y1113.72YL $381.18 $2,668.26 Modesty Panel,w/added cable trough,Lam Top/TP Edge 72W LBA LBA clear on ash (CP) clear on ash (CP) 09. PRIVATE OFFICES, OF-1 Subtotal $22,292.18 10. PRIVATE OFFICES, OF-2 108 1 DU6ACS.3084ME $1,421.04 $1,421.04 Rectangle Table with C-Foot NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 109 1 FF10K.30BBF2HNTL $1,065.48 $1,065.48 Wood Freestanding Pedestal LBA LBA SNC CB KA clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed alike 110 1 FF20K.3020FF2HNTL $1,195.48 $1,195.48 Wood Freestanding Lateral File LBA LBA SNC CB KA clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed alike 111 1 FTS10.3048LS $139.36 $139.36 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 17 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 112 1 FV2E2.S30FL $112.58 $112.58 Closed Support Leg,for Sq-Edge Surface, 30"D,Fxd Hght, Lam LBA clear on ash (CP) 10. PRIVATE OFFICES, OF-2 Subtotal $3,933.94 11. WKST-1 AND WKST-2 113 3 DU6ACS.3084LE $1,442.43 $4,327.29 Renew Rect Tbl, C-Foot,Sq-Edge,Lam Top/Thermo Edge,Elec Std Range, 30D 84W NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 114 3 DUSG2.$56.42 $169.26 Renew™ Obstruction Sensor Kit 115 3 FF10K.24BBF2LNTL $742.30 $2,226.90 Wood Freestd Ped,Bar Pull,BBF,2 1/4H Base, Lam Case/Front,No Top,Lock 24D LBA LBA G1 CB KD clear on ash (CP) clear on ash (CP) graphite (CP) counterweight keyed differently, black 116 1 FF20K.4220FF2HNTL $1,391.78 $1,391.78 Wood Freestanding Lateral File LBA LBA SNC CB KA clear on ash (CP) clear on ash (CP) satin carbon counterweight keyed alike 117 1 FF800.30202HNT $884.26 $884.26 Wood High Credenza, Open LBA LBA clear on ash (CP) clear on ash (CP) C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 18 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 118 2 FF800.36202LNT $614.90 $1,229.80 Open Wood High Credenza,2 1/4H Base, Lam, No Top 36W 20D LBA LBA clear on ash (CP) clear on ash (CP) 119 1 FF888.200272L $151.32 $151.32 Thick Top, Stg Attch, Two Unit Placed Under The Stg Top, Lam Top/ Thermo Edge 20D 72W LBA LBA clear on ash (CP) clear on ash (CP) 120 9 FT110.4630J $84.50 $760.50 Frame,Base Covers, Pwr/Data knockouts 46H 30W SNC satin carbon 121 3 FT110.4636J $88.92 $266.76 Frame,Base Covers, Pwr/Data knockouts 46H 36W SNC satin carbon 122 3 FT110.4642J $94.12 $282.36 Frame,Base Covers, Pwr/Data knockouts 46H 42W SNC satin carbon 123 3 FT110.4648J $100.62 $301.86 Frame,Base Covers, Pwr/Data knockouts 46H 48W SNC satin carbon 124 3 FT114.1566GTR $176.80 $530.40 Frame Top Screen,Ptd Std Top Cap 2 Frm,Clear Glass 1/4 thick, 15H 66W SNC satin carbon 125 3 FT114.1572JTR $192.66 $577.98 Frame Top Screen,Ptd Std Top Cap 3 Frm or More,Clear Glass 1/4 thick, 15H 72W SNC satin carbon C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 19 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 126 3 FT114.1578JTR $208.26 $624.78 Frame Top Screen,Ptd Std Top Cap 3 Frm or More,Clear Glass 1/4 thick, 15H 78W SNC satin carbon 127 3 FT121.246 $23.40 $70.20 Conn 90,Universal,2way,90 deg-for 46H frames and lower 128 3 FT123.246BP $30.42 $91.26 Conn Cover 90-Deg, 2 Sides Covered,Base Cover Ptd 46H SNC satin carbon 129 3 FT126.2AP $14.82 $44.46 Top Cap, Conn 90-Deg, Connects-2 Frame Top Caps, 90-Deg Ptd SNC satin carbon 130 12 FT128.46 $10.14 $121.68 Connection Hardware, Frame-to-Frame 46H 131 3 FT140.06 $65.78 $197.34 Power Entry, External Direct Connect 6'long LZ PVC-free 132 6 FT150.30 $50.18 $301.08 Base Power Harness 30W LZ PVC-free 133 3 FT150.42 $54.86 $164.58 Base Power Harness 42W LZ PVC-free C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 20 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 134 3 FT150.48 $58.24 $174.72 Base Power Harness 48W LZ PVC-free 135 1 FT155.A $68.90 $68.90 15 Amp Receptacle 4 Circuit, Duplex, Circuit A 6/Pkg G1 graphite (CP) 136 1 FT155.DN $68.90 $68.90 15 Amp Receptacle 4 Circuit, Duplex, Circuit D 6/Pkg G1 graphite (CP) 137 1 FT155M.B $68.12 $68.12 Controlled Receptacle, 15 Amp, Duplex, Circuit B, 6/Pkg G1 graphite (CP) 138 3 FT160.46BP $26.26 $78.78 Finished End,Base Cover Ptd 46H SNC satin carbon 139 18 FT180.4130T $59.80 $1,076.40 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 140 6 FT180.4136T $72.80 $436.80 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 141 6 FT180.4142T $77.22 $463.32 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 21 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 142 6 FT180.4148T $81.90 $491.40 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 143 3 FT190.46 $26.78 $80.34 Wall Start 46H 144 3 FT290.24L $15.86 $47.58 Surface Cantilever, for 20"-or 24" deep surface,lft-hnd SNB satin bronze 145 1 FT290.30R $18.46 $18.46 Surface Cantilever, for 30"- deep surface,rt-hnd SNC satin carbon 146 2 FT29B.2 $16.38 $32.76 Surface Ganging Bracket,pair 147 1 FT2G2.S30LL $115.18 $115.18 Support Panel, Frame-Att, Sq-Edge, Left-Hand Support, Lam 30D LBA SNC clear on ash (CP) satin carbon 148 3 FTS10.2466LF $191.62 $574.86 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) 149 1 FTS10.3042LF $149.76 $149.76 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 22 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 150 2 FTS10.3042LS $132.34 $264.68 Rectangular Surface LBA LBA clear on ash (CP) clear on ash (CP) 151 2 FV2E2.S30FL $112.58 $225.16 Closed Support Leg,for Sq-Edge Surface, 30"D,Fxd Hght, Lam LBA clear on ash (CP) 152 3 FV696.43 $26.78 $80.34 Stiffener, 43 1/4W 11. WKST-1 AND WKST-2 Subtotal $19,232.31 12. WKST-3 AND WKST-4 153 12 DU6ACS.3084ME $1,421.04 $17,052.48 Rectangle Table with C-Foot NNP SUD LBA LBA SNC PSC NNN 57 no power access simple up down clear on ash (CP) clear on ash (CP) satin carbon simple cable no cutout glides 154 1 FT110.4624J $80.34 $80.34 Frame,Base Covers, Pwr/Data knockouts 46H 24W SNC satin carbon 155 17 FT110.4630J $84.50 $1,436.50 Frame,Base Covers, Pwr/Data knockouts 46H 30W SNC satin carbon 156 63 FT110.4636J $88.92 $5,601.96 Frame,Base Covers, Pwr/Data knockouts 46H 36W SNC satin carbon C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 23 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 157 2 FT110.6830J $94.38 $188.76 Frame,Base Covers, Pwr/Data knockouts 68H 30W SNC satin carbon 158 4 FT110.6836J $99.84 $399.36 Frame,Base Covers, Pwr/Data knockouts 68H 36W SNC satin carbon 159 2 FT112.30AP $15.34 $30.68 Frame Top Cap,Standard Ptd 30W SNC satin carbon 160 4 FT112.36AP $16.64 $66.56 Frame Top Cap,Standard Ptd 36W SNC satin carbon 161 19 FT114.1536PTR $129.48 $2,460.12 Frame Top Screen,Ptd Stndrd Top Cap,Clear Glass 1/4 thick 15H 36W SNC satin carbon 162 1 FT114.1560GTR $164.32 $164.32 Frame Top Screen,Ptd Std Top Cap 2 Frm,Clear Glass 1/4 thick, 15H 60W SNC satin carbon 163 12 FT114.1566GTR $176.80 $2,121.60 Frame Top Screen,Ptd Std Top Cap 2 Frm,Clear Glass 1/4 thick, 15H 66W SNC satin carbon 164 5 FT114.1566JTR $176.80 $884.00 Frame Top Screen,Ptd Std Top Cap 3 Frm or More,Clear Glass 1/4 thick, 15H 66W SNC satin carbon C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 24 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 165 13 FT114.1572JTR $192.66 $2,504.58 Frame Top Screen,Ptd Std Top Cap 3 Frm or More,Clear Glass 1/4 thick, 15H 72W SNC satin carbon 166 3 FT121.246 $23.40 $70.20 Conn 90,Universal,2way,90 deg-for 46H frames and lower 167 8 FT121.346 $27.30 $218.40 Conn 90,Universal,3way-for 46H frames and lower 168 1 FT121.357 $40.30 $40.30 Conn 90,Universal,3way-for 53H frames and higher 169 3 FT121.446 $31.72 $95.16 Conn 90,Universal,4way-for 46H frames and lower 170 1 FT123.122NP $27.82 $27.82 Conn Cover 90-Deg, 1 Side Covered,No Base Ptd 22H SNC satin carbon 171 8 FT123.146BP $25.48 $203.84 Conn Cover 90-Deg, 1 Side Covered,Base Cover Ptd 46H SNC satin carbon 172 1 FT123.168BP $29.38 $29.38 Conn Cover 90-Deg, 1 Side Covered,Base Cover Ptd 68H SNC satin carbon C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 25 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 173 3 FT123.246BP $30.42 $91.26 Conn Cover 90-Deg, 2 Sides Covered,Base Cover Ptd 46H SNC satin carbon 174 2 FT123.322NP $38.22 $76.44 Conn Cover 90-Deg, 3 Sides Covered,No Base Ptd 22H SNC satin carbon 175 2 FT126.1AP $14.82 $29.64 Top Cap, Conn 90-Deg, Connects-1 Frame Top Caps Ptd SNC satin carbon 176 1 FT126.2AP $14.82 $14.82 Top Cap, Conn 90-Deg, Connects-2 Frame Top Caps, 90-Deg Ptd SNC satin carbon 177 1 FT126.2BP $14.82 $14.82 Top Cap, Conn 90-Deg, Connects-2 Frame Top Caps, 180-Deg Ptd SNC satin carbon 178 8 FT126.3AP $14.82 $118.56 Top Cap, Conn 90-Deg, Connects-3 Frame Top Caps Ptd SNC satin carbon 179 3 FT126.4AP $14.82 $44.46 Top Cap, Conn 90-Deg, Connects-4 Frame Top Caps Ptd SNC satin carbon 180 49 FT128.46 $10.14 $496.86 Connection Hardware, Frame-to-Frame 46H C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 26 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 181 4 FT128.68 $13.00 $52.00 Connection Hardware, Frame-to-Frame 68H 182 3 FT140.06 $65.78 $197.34 Power Entry, External Direct Connect 6'long LZ PVC-free 183 7 FT150.30 $50.18 $351.26 Base Power Harness 30W LZ PVC-free 184 28 FT150.36 $52.00 $1,456.00 Base Power Harness 36W LZ PVC-free 185 1 FT151.$11.96 $11.96 Power Harness Extender 186 2 FT155.A $68.90 $137.80 15 Amp Receptacle 4 Circuit, Duplex, Circuit A 6/Pkg G1 graphite (CP) 187 2 FT155.C $68.90 $137.80 15 Amp Receptacle 4 Circuit, Duplex, Circuit C 6/Pkg G1 graphite (CP) 188 2 FT155.DN $68.90 $137.80 15 Amp Receptacle 4 Circuit, Duplex, Circuit D 6/Pkg G1 graphite (CP) C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 27 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 189 2 FT155M.B $68.12 $136.24 Controlled Receptacle, 15 Amp, Duplex, Circuit B, 6/Pkg G1 graphite (CP) 190 19 FT160.46BP $26.26 $498.94 Finished End,Base Cover Ptd 46H SNC satin carbon 191 2 FT180.4124T $54.34 $108.68 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 192 34 FT180.4130T $59.80 $2,033.20 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 193 126 FT180.4136T $72.80 $9,172.80 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 194 4 FT180.6330T $77.22 $308.88 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 195 8 FT180.6336T $97.50 $780.00 Full-Height Tile G1 1WS04 graphite (CP) whisper iceberg 196 4 FT190.46 $26.78 $107.12 Wall Start 46H C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 28 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 197 2 L2CD.BF54161BCH06K $1,059.52 $2,119.04 Credenza - Open with Box/ File M LBA LBA SNC CB KD metal clear on ash (CP) clear on ash (CP) satin carbon counterweight (recommended) keyed differently, black 198 2 L2CD.OP48161H06 $798.40 $1,596.80 Credenza - Open LBA LBA clear on ash (CP) clear on ash (CP) 199 10 L2CD.OP48161L06 $650.24 $6,502.40 Cred - Open, Base, Lam Case/Front, 1-1/4 Lam Top 48W 16-1/2D LBA LBA clear on ash (CP) clear on ash (CP) 200 10 L2PM.20BFL06K $542.40 $5,424.00 Mobile Pedestal, Box/File, Lam Case/Front, 1-1/4 Lam Top, Bar Pull 20D M LBA LBA G1 KD metal clear on ash (CP) clear on ash (CP) graphite (CP) keyed differently, black 12. WKST-3 AND WKST-4 Subtotal $65,833.28 13. STORAGE 201 10 LW200.423 $678.76 $6,787.60 Lat File,W-Pull Freestd 3 Dwr 42W SS SNC KA CB 2R smooth paint on smooth steel satin carbon keyed alike counterweight (recommended) side-to-side filing rail 202 3 LW400.3038 $574.29 $1,722.87 Storage Case,W-Pull 30W 38H SS SNC KA smooth paint on smooth steel satin carbon keyed alike C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 29 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 203 10 LW410.42 $591.22 $5,912.20 Add-On Overfile,W-Pull,42W SS SNC KA smooth paint on smooth steel satin carbon keyed alike 13. STORAGE Subtotal $14,422.67 14. CONFERENCE ROOMS 204 14 CQ51MA $591.48 $8,280.72 Chr,Setu Multipurpose,5-star base,std-ht range,lyris suspension seat/ bck,ribbon arms G1 G1 HCC NNN 4W26 graphite (CP) graphite (CP) 2 1/2" caster, low roll resistance, black yoke, hard floors or carpet none lyris 2™ slate grey 205 1 DP1BYS.284272LAC $1,310.31 $1,310.31 Headway™ Boat Shape, Y-Base, Seated Height Table L6 LBA LBA SNC T cutout for logic Y1425 6 port clear on ash (CP) clear on ash (CP) satin carbon leg with satin carbon foot trough 206 1 DP1BYS.2848120LBRL $2,360.88 $2,360.88 Headway™ Boat Shape, Y-Base, Seated Height Table L6 L6 LBA LBA SNC T cutout for logic Y1425 6 port cutout for logic Y1425 6 port clear on ash (CP) clear on ash (CP) satin carbon leg with satin carbon foot trough 207 2 ET991.CA04 $102.87 $205.74 Round Power Module, 1 Simplex Rcpt/1 Open Data Port, Pwr Cord w/ Plug End, 4Ft Cord BK black faceplate, black simplex 208 3 Y1425.IA10 $418.31 $1,254.93 Logic G1000 Grommet Mounted Electrical Distributor G1 graphite (CP) 14. CONFERENCE ROOMS Subtotal $13,412.58 C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 30 of 31 LINE IMAGE QTY PRODUCT UNIT SELL EXT SELL 15. VIV CHAIRS (REPLACE LINE) 209 18 NOVWN100 $1,235.76 $22,243.68 Viv Chair, Wood Base OAK 1HA16 FG oak medley 61004 felt glides 15. VIV CHAIRS (REPLACE LINE) Subtotal $22,243.68 16. TASK SEATING_AERON 210 10 AER1B21DW $837.76 $8,377.60 Work Chair,New Aeron,B Size,Std-Hgt Range Adj,Std Tlt,Fully Adj Arms,Non-Uphst Armpads ALP G1 G1 G1 C7 BK 23103 adjustable posturefit SL graphite (CP) graphite (CP) graphite (CP) 2 1/2" caster, black yoke, hard floors or carpet black 8Z Pellicle graphite 16. TASK SEATING_AERON Subtotal $8,377.60 17. TASK SEATING_VERUS 211 25 PIA1B327AA $616.05 $15,401.25 Verus® Work Chair, Assembled AJ BK 36505 C7 3SL13 adjustable lumbar with sacral support black base/black frame slate 2 1/2" caster, black yoke, hard floors or carpet sequel slate grey 17. TASK SEATING_VERUS Subtotal $15,401.25 Subtotal $260,302.41 GRAND TOTAL $260,302.41 C:\Users\KrishaSoffer\OneDrive - Wrk Lab, Inc\Documents\ProjectSpec\Quotes\250117 12246 BUDGET PMX FILE_CITY OF SUNNY ISLES BEACH BLDG-3048235.pmx Page 31 of 31 HOT WATER PIPEHWCOLD WATER PIPECWWATER HAMMER ARRESTORWHACHECK VALVECVHOSE BIBB W/ VACUUM BREAKER &3/4"HB SHUT-OFF VALVEBALL VALVE (SHUT-OFF VALVE)ABOVE FINISH FLOORFLOOR CLEANOUTWALL CLEANOUTA.F.F.FCOWCOSANITARY PIPESANCONDENSATE PIPECDVENT PIPEVRAIN WATER LEADERFIXTURE UNITSFURWLDRAIN PANBELOW FINISH FLOORB.F.F.EMERGENCY OVERFLOW STORM DRAINEODCFHCUBIC FEET OF GAS PER HOURPUMP PRESSUREPPVIFVERIFY IN THE FIELDWFUWATER FIXTURE UNITS (WATER SUPPLY)DRAIN FIXTURE UNITS (SANITARY)DFUSQUARE FEETSQ.FT.WHAWATER HAMMER ARRESTORELECTRIC WATER HEATEREWH-11.6 GPF3"3/8"WATER CLOSET (TANK TYPE)0.5 GPM1 1/4"1/2"LAVATORY1.5 GPM1 1/2"1/2"KITCHEN SINKSFIXTURES UNITS 1-11 12-32 33-6061-113114-154155-330NOTE: PROVIDE WATER HAMMER ARRESTER SIZE BASED ON THE FIXTURE UNIT TOTAL LOAD OF THAT BRANCH LINE. SHEET #PLUMBING GENERAL NOTESDRAWING LISTP001PLUMBING DEMOLITION FLOOR PLANPD101P102GREASE WASTEGWHOT WATER RETURNHWRP201PLUMBING ROOF PLAN P700PLUMBING ISOMETRIC - SANITARYP800PLUMBING DETAILSP701PLUMBING ISOMETRIC - DOMESTIC COLD WATER & GASP101PLUMBING FLOOR PLAN - SANITARY6 KW SINGLE PHASE43.25" HEIGHT 22" x 29L-1SK-1EWC-1FD-1A.O.SMITH #DEN-40LAVATORY - WALL HUNG KOHLER #K-12638-R-0KITCHEN SINK - SINGLEBOWL UNDERMOUNTEDDRINKING FOUNTAIN W/BOTTLE FILLING STATIONELKAY #VRCGRNTL8WSKPLUMBING FLOOR PLAN - DOMESTIC WATER EXEXISTING- PROVIDE WITH SENSOR FAUCET, KOHLER #K-103S36-SANA-CP- PROVIDE WITH SENSOR SOAP DISPENSER, KOHLER #K-25196-CPWC-1WATER CLOSET - FLOORMOUNTEDKOHLER #K-PR96057-T3D-NA- PROVIDED WITH SENSOR FLUSHVALVE, SLOAN #ROYAL 113 ESS-1.28-TMO1.28 GPF AC POWEREDMSMOP SINK - FLOORMOUNTEDKOHLER #K-6710-0- PROVIDE WITH WALL MOUNT FAUCET, DELTA #28C2384FLOOR DRAINWATTS #FD-100-MAMERICAN STANDARD#18SB000432C2.075- PROVIDED WITH STAINLESS STEEL SWIVEL FAUCETEXPANSION VALVES.ALL WATER HEATERS SHALL HAVE ASME RATED EXPANSION TANKS AND APPROVED39.INSTALLATION.IS INSTALLED. COORDINATE LOCATION OF ALL ACCESS PANELS WITH ARCHITECT PRIOR TONO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOREQUIPMENT ROOMS.; WATER STUBBED THRU FOR ELECTRICAL GROUND & SPRINKLER HEAD AND PIPE WITH CONTROL VALVE AS APPROVED BY LOCAL BUILDING AND FIREDEPARTMENTS.25.MUST MAINTAIN THE SAME RATING & MUST MATCH THE FINISH OF THE WALL IN WHICH ITPROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLSPROVIDE ISOLATOR PADS ON ALL WATER PIPING HANGERS.18B.ALL HANGERS FOR COPPER PIPES TO BE COPPER PLATED.18A.HANGERS & RODS:DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS.18.16.ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS & APPROPRIATELY28.30.31.32.33.34.35.36.37.38.OPENING. SUBJECT ALL PARTS OF THE SYSTEM TO NOT LESS THAN 10' OF FILL THE SYSTEM WITH WATER UP TO THE OVERFLOW POINTS OF THIS HIGHEST OR LOWERING OF THE WATER LEVEL AT THE OVERFLOW SHALL BE VISIBLE.FOR NOT LESS THAN 30 MINUTES. AFTER WHICH TIME NO LEAKS AT NAY POINT ALL PLUMBING FIXTURES SHALL MEET STATE AND LOCAL CODES.THE PIPING DIRECTLY BELOW THE OPENING. LEAVE THE WATER IN THE SYSTEM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCEABLE DIAGRAM ALL FIRE MAINS, HOT & COLD WATER PIPES, HOT WATER RETURN PIPING, AND CONDENSATE PIPING SHALL HAVE IDENTIFICATION AND FLOW DIRECTIONS BANDSTHESE DRAWINGS CONTAIN BOOK TYPE SPECIFICATIONS. THE PLUMBING SECTIONS OF THESE DRAWINGS AND THE SPECIFICATIONS MUST BE READ IN CONJUCTION WITH EACH OTHER PRIOR TO BID AND CONTRUCTION OF THIS PROJECT. ALL CONTRACTOR SHALL KEEP A SET OF AS BUILTS DWG. ON THE JOB SITE AT ALL TIMES AND DELIVER A SET OF UP TO DATE AS-BUILTS TO THE ENGINEER &OWNER AT THE COMPLETION OF THE PROJECT.ARE CONSIDERED ONE DOCUMENT.AS SOON AS THE WATER PIPING HAS BEEN THOROUGHLY FLUSHED OUT, STERILIZE THE NEW WATER PIPING LINES BY INTRODUCING IN THEM A SOLUTION OF CALCIUM HYPOCHOLORITE OR CHLORIDE OF LIME. OPEN AND CLOSE ALL NEW VALVES WHILE SYSTEM IS BEING CHLORINATED. AFTER THE STERILIZING AGENT HAS BEEN APPLIED FOR 24 HOURS, TEST FOR RESIDUAL CHLORINE AT THE ENDS OF LINES. IF LESS SHOW AT LEAST 10 PARTS PER MILLION OF RESIDUAL CHLORINE, FLUSH OUT THE THAN 10 PARTS PER MILLION IS INDICATED, REPEAT THE PROCESS. WHEN TESTS SYSTEM UNTIL ALL TRACES OF THE CHEMICAL USED ARE REMOVED. MAKE AFTER STERILIZATION HAS BEEN ACCOMPLISHED INITIATE A BACTERIOLOGICAL TEST PERFORMED BY AN APPROVED TESTING LABORATORY. WATER SHALL BE TO THE BUILDING. A CERTIFIED TEST REPORT OF THESE TESTS RESULTS INDICATING SATISFACTORY COLIFORM COUNT, COLOR AND CHLORINE RESIDUAL SHALL BE PRESENTED TO THE ARCHITECT AND OWNER WHEN THE WATER SUPPLY PIPING SYSTEM IS SUBSTANTIALLY COMPLETED DURING CONSTRUCTION. DRAWN FROM THE SYSTEM AT A POINT FURTHEST FROM THE WATER ENTRANCE NECESSARY CONNECTIONS TO STERILIZE PIPING.ANOTHER SIMILAR TEST SHALL BE PERFORMED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY WITH ANOTHER CERTIFIED TEST REPORT PRESENTED TO THE ARCHITECT AND OWNER AT THAT TIME.APPLY A WATER PRESSURE TEST TO ALL PARTS OF THE WATER PIPING SYSTEM (WHICHEVER IS GREATER), FOR A PERIOD OF 4 HOURS. REPAIR ANY LEAKS.APPLY A WATER TEST TO ALL PARTS OF THE SANITARY AND STORM DRAINAGE SYSTEMS, BEFORE THE PIPES ARE CONCEALED OR FIXTURES SET IN PLACE. NOT LESS THAN 150 PSIG OR 1.25 TIMES THE SYSTEM WORKING PRESSURE SYSTEM TO BE TESTED EXCEPT THE HIGHEST OPENING ABOVE THE ROOF AND THESE TESTS MAY BE APPLIED IN SECTIONS. CLOSE ALL OPENINGS TO EACH 14F. INSULATION IN ANY FIRE RATED WALL ASSEMBLY SHALL BE PREFORMED FIBERGLASS PIPEINSULATION.13.14.14A.14D.15.19.20.22.THE FIRST 8 FEET OF THE COLD WATER PIPE FROM THE WATER HEATER USE 3/4"ARMAFLEX OR IMCOA IMCOLOCK.CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROMWALL/FLOOR SLEEVES WITH U.L. APPROVED FIRE/SMOKE/WATER SEALANT.FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE &ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED.WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETEDDEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF INSULATION OF THE DOMESTIC WATER PIPING SHALL COMPLY WITH SECTION 607.5 OF THE HOT WATER PIPING:INSULATION:GRADE. SOIL, WASTE, VENT PIPING SHALL BE CAST IRON NO HUB 301-72 ABOVE GRADE AND 1.2.4.3.6.7.8.9.10.11.12ALL UNDERGROUND WATER PIPING SHALL SHALL BE TYPE "K" COPPER.WATER PIPING ABOVE GRADE SHALL BE TYPE "L" COPPER.CONSTRUCTION. ADVICE ENGINEER OF ANY DISCREPANCIES OR POSSIBLE CHANGES.VERIFY LOCATION, SIZE, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OFARCHITECT PRIOR TO BEGINNING CONSTRUCTION. WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE FIXTURES, PIPING, EQUIPMENT, ETC.DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION & TESTS.AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK.REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE.ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRSTALL MATERIAL SHALL BE NEW AND OF AN AMERICAN MANUFACTURER. ALL EXISTING CONDITIONS.CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITHLOCAL CODES, RULES AND ORDINANCES. (FBC-PLUMBING 2023)ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH APPLICABLEINSTALLATION OF ALL DWV PIPING SHALL COMPLY WITH ASTM F 2536.MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIORTO INSTALLATION.SCHEDULE 40 PVC BELOW GRADE. MECHANICAL JOINTS W/ S.S. CLAMPS BELOWABOVE GRADE EXCEPT UNDERGROUND. ABOVE GRADE AND SCHEDULE 40 PVC BELOW GRADE. INSULATE ALL CONDENSATE PIPING AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE COPPER TYPE L ASTM 8B8814B.14C.HORIZONTAL STORM DRAIN WITH IN CONDITION SPACES USE 2" PERFORMED FIBERGLASSCONDENSATE PIPING ABOVE GARAGE USE 3/4" IMCOA IMCOLOCK.PIPE INSULATION WITH FACTORY JACKET.14E. THE FIRST 8 FEET OF THE COLD WATER PIPE FROM THE WATER HEATER USE 3/4"IMCOA IMCOLOCK.SIOUX CHIEF HYDRA-RESTER AT EACH GROUP OF FIXTURES IN COMMERCIAL BUILDING.17.PLUMBING DEMOLITION SITE PLANPD100P100PLUMBING SITE PLAN #696-1010MFREFRIGERATORSIOUX CHIEF OX - BOXOUTLET BOX1/4" COMPRESSION CONNECTIONOUTLET BOX WITH WATER HAMMER ARRESTOROB-1- PROVIDED WITH ELKAY UNIVERSAL FILTRATION KIT #EWF3000- PROVIDED WITH ELKAY CANE APRON #98324C2023 FLORIDA BUILDING CODE - PLUMBING EIGHTH EDITION.P801PLUMBING DETAILSP802PLUMBING DETAILSPlumbing General NotesP001http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON13 24 KEY NOTES: 1.COORDINATE AND LOCATE THE NEW SOLID INTERCEPTOR (SCHIER #SI-500 OR EQUAL) UPSTREAM OF THENEW GREASE INTERCEPTOR (SCHIER #GB-1000 OR EQUAL), PRIOR TO COMMENCING WORK TO COMPLY WITHD.E.R.M. REQUIREMENTS. THE BUILDINGS EXISTING GREASE WASTE LINE SHALL BE EXTENDED AND CONNECTTO THE NEW INTERCEPTORS (VIF). INSTALL PER MANUFACTURE INSTALLATION INSTRUCTIONS AND DETAIL #1ON SHEET.2.EXTEND AND CONNECT THE EXISTING 6" GREASE WASTE PIPING TO THE NEW 6" GREASE WASTE LINE ASREQUIRED TO COMPLETE THE RENOVATION PHASE OF THE PROJECT. FIELD VERIFY THE EXISTING I.E. = +2'-1".3.CONTRACTOR SHALL PROVIDE AND LOCATE THE SAMPLING PORT BETWEEN THE NEW GREASE INTERCEPTORAND THE EXISTING LAST TWO-WAY CLEAN-OUT.4.CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR DE-WATER TO ALLOW FOR THE INSTALLATION OF THENEW GREASE INTERCEPTOR AND THE NEW SOLIDS INTERCEPTOR. DRAWING LEGEND: ·ALL PIPING THAT IS SHOWN IS BELOW SLAB UNLESS NOTED OTHERWISE.·CONTRACTOR SHALL LOCATE THE NEW SOLID AND GREASE INTERCEPTOR IN THE LOCATION OF THE LAST DEMOLISHEDCONCRETE GREASE TRAP. COORDINATE IN THE FIELD PRIOR TO COMMENCING WORK.·CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING UTILITIES IN FIELD PRIOR TO CONSTRUCTION. NOTIFY E.O.R.OF ANY DISCREPANCIES.·INSTALLATION OF ALL GAS PIPING SHALL BE PER F.B.C. FUEL GAS 2023 (GAS PIPING (STANDARD)·REFER TO RISER FOR PIPE MATERIALS.·PRESSURE TEST GAS PIPING FOR LEAKS PRIOR TO CONNECTING GAS SUPPLY.·PLEASE VERIFY MANUFACTURES REQUIREMENTS FOR BTU DEMAND, MINIMUM AND MAXIMUM GAS PRESSURE LIMITS ATEQUIPMENT. PRESSURE REGULATOR IF REQUIRED MUST BE APPROVED BY EQUIPMENT MANUFACTURE.·VERIFY LOCATION OF EQUIPMENT PRIOR TO INSTALLATION.·ALL CONDUITS ENCASING GAS PIPE BELOW SLAB SHALL BE VENTED MINIMUM 6" ABOVE GRADE AND SHALL BE INSTALLED SOAS TO PREVENT THE ENTRY OF WATER & INSECTS.·GAS PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER AGAVE WIRE) CAPABLE OF DETECTIONBY A CABLE LOCATOR AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. USE FGG/BM COMPATIBLEDUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE.·PE PIPE INSTALLED BELOW HARD SURFACE, "SLAB" MUST BE SLEEVED AND VENTED.·COORDINATE THE LOCATION OF THE NEW GAS LINE & METER WITH THE GENERAL CONTRACTOR AND SITE UTILITY PROVIDER.·THE ENTIRE EXISTING GREASE WASTE LINE SHALL BE JETTED BACK TO THE EXISTING GREASE INTERCEPTOR LOCATIONS ASREQUIRED TO CONFIRM ITS FUNCTIONALITY.GENERAL NOTESPOINT OF NEW CONNECTIONSHUT-OFF VALVEGAS TO FIXTUREGAS PRESSURE REGULATORGAS SOLENOID VALVE2 PSI PIPE SIZING PER F.B.C. 2023 FUEL GAS - TABLE 402.4(5) & 402.4(18)2,115 CFH @ 30'-0" LENGTHGAS PIPE SIZINGDETAILNO. 1SOLIDS INTERCEPTOR & GREASE INTERCEPTOR INSTALLATION DETAILFOG NOTES:Plumbing Site PlanP100PLUMBING SITE PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEX02-14-2025BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON1 21113WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)CLERK #2(INTERIOR NOT IN SCOPE)CAFEPLANPREPDESKCLERK #1037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDING44(WASH-DOWN AREA)·THE CONTRACTOR SHALL COORDINATE THE SAW CUTTING OF THE SLAB WITHTHE ARCHITECT & STRUCTURAL CONTRACTOR PRIOR TO COMMENCING WORKTO MINIMIZE THE CUTTING OF THE SLAB FOR THE INSTALLATION OF THEUNDERGROUND DRAINAGE SYSTEM.·THE CONTRACTOR SHALL EXTEND THE NEW VENT PIPING TO CONNECT TO THEEXISTING VENT THROUGH ROOF (VIF).·THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS OF THEEXISTING STORM RISERS TO ENSURE THE CURRENT LOCATIONS WORK WITHTHE NEW WALL LAYOUT, INFORM THE ENGINEER OF RECORD AND ARCHITECTOF ANY ISSUES WITH THE EXISTING STORM RISER LOCATION AND NEW WALLLAYOUT PRIOR TO COMMENCING WORK.·THE ENTIRE EXISTING GREASE WASTE LINE SHALL BE JETTED BACK TO THEEXISTING GREASE INTERCEPTOR LOCATIONS AS REQUIRED TO CONFIRM ITSFUNCTIONALITY.1EXTEND AND CONNECT THE NEW SANITARY LINE TO THE NEAREST EXISTINGSANITARY LINE VERIFY IN FIELD (VIF).EXISTING GREASE WASTE PIPING LINES ARE EXISTING TO REMAIN AND WILL BEUSED FOR FUTURE TENANTS, PROVIDE END OF LINE WITH A PERMANENT CAP.CONTRACTOR SHALL FIELD VERIFY THAT THE EXISTING INVERT ELEVATION WILLWORK WITH THE NEW CAFE EQUIPMENT LAYOUT.CONNECT THE 3/4" CONDENSATE LINE TO MINI-SPLIT IN I.T. ROOM, COORDINATEWITH THE MECHANICAL CONTRACTOR PRIOR TO COMMENCING WORK. EXTEND CDLINE THROUGH THE EXTERIOR TO FOR DISCHARGE.EXTEND AND CONNECT THE NEW 4" GREASE WASTE LINE AND PROVIDE 4" STUBUPOFF THE EXISTING 6" GREASE WASTE LINE VERIFY IN FIELD (VIF).234Plumbing Floor Plan - Sanitary P101http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.PLUMBING FLOOR PLAN - SANITARYSCALE: 3/16" = 1'-0"N Plumbing Isometric - SanitaryP700http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.PLUMBING ISOMETRIC - SANITARY SCALE: NTS Plumbing detailsP801http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEX02-14-2025BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Plumbing detailsP802http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. CLERK #2WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)1,044 SQFT(INTERIOR NOT IN SCOPE)CAFEEGRESSPLANPREPDESKLIBRARY / FILES (FLOOR TO PARTITION HEIGHT) LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)EGRESSCLERK #1EGRESS69 SQ FT037RESTROOMWOMENS69 SQ FT038RESTROOMMALE69 SQ FT039RESTROOMWOMENS62 SQ FT042UNISEXRESTROOM49 SQ FT040RESTROOMMALE42 SQ FT041CLOSETJANITOR33 SQ FT036CLOSETJANITOR78 SQ FT035STORAGE378 SQFT034ADMINISTRATORBUSINESS CENTER81 SQFT028PLAN EXAMINERSR. BUILDING81 SQFT027INSPECTOR81 SQFT026INSPECTOR116 SQFT013INSPECTORBUILDING65 SQFT006ADMIN65 SQFT005ADMIN101 SQFT032SUPERVISORPERMITCALL CENTER011181 SQFT401 SQFT003BREAKROOM121 SQFT008INSPECTORCHIEF PLUMBING116 SQFT014ADMINISTRATORFLOOD PLAIN120 SQFT007INSPECTORCHIEF BUILDING81 SQFT018INSPECTORSR. MECHANICAL121 SQFT009INSPECTORCHIEF MECHANICAL81 SQFT021INSPECTORELECTRICAL81 SQFT016INSPECTORPLUMBING81 SQFT023INSPECTOR81 SQFT020INSPECTORSR. ELECTRICAL159 SQFT002MANAGERBUILDING DEPT.121 SQFT010INSPECTORCHIEF ELECTRICAL81 SQFT025PLAN EXAMINERSR. BUILDING81 SQFT024INSPECTOR133 SQFT004BUILDING OFFICIALASSISTANT184 SQFT017ROOMCONFERENCE81 SQFT019INSPECTORMECHANICAL81 SQFT015INSPECTORSR. PLUMBING156 SQFT001OR DIRECTORBUILDING OFFICIAL633 SQFT043WAITING AREA044LOBBY / ENTRANCE48 SQFT029IT ROOM122 SQFT033SUPERVISORBUSINESS CENTER128 SQFT022ROOMMEETING116 SQFT031COORDINATORPLAN113 SQFT030PLAN EXAMINERSTRUCTURE116 SQFT012INSPECTORSR. BUILDINGK-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON111223444 KEY NOTES: EXISTING PLUMBING FIXTURE, COLD WATER, SANITARY, GAS, GREASE WASTE, FLOOR DRAINS ANDCONDENSATE PIPING TO BE REMOVED.1.DEMOLISH THE (3) EXISTING GREASE INTERCEPTORS AND REMOVE THE (3) STRUCTURES FROM THEGROUND AS REQUIRED TO COMPLETE DEMOLITION (VIF). PREPARE THE EXISTING GREASE WASTE LINE FORCONNECTION TO NEW.2.CONTRACTOR SHALL PROTECT THE EXISTING GREASE WASTE LINE FROM THE BUILDING AND THE EXISTINGSANITARY LINE CONNECTION DURING DEMO PHASE OF PROJECT. PREPARE THE EXISTING LINES FOR NEWCONNECTION.3.CONTRACTOR SHALL FIELD VERIFY THE EXISTING POINT OF CONNECTIONS INVERT ELEVATION IS = +2'-1".4.CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR DE-WATER TO ALLOW FOR THE REMOVAL OF THE (3)EXISTING GREASE INTERCEPTORS. DEMOLITION LEGEND: ·CONTRACTOR SHALL FIELD LOCATE THE EXISTING GREASE WASTE LINE EXITING THE BUILDING.·CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING UTILITIES IN FIELD PRIOR TO CONSTRUCTION. NOTIFYE.O.R. OF ANY DISCREPANCIES.·CONTRACTOR SHALL DEMOLISH AND DISCARD ALL THE EXISTING EXTERIOR GAS PIPING AND SUPPORTS AS REQUIRED TOCOMPLETE THE DEMOLITION PHASE OF THE PROJECT.GENERAL NOTESPlumbing Demo Site PlanPD100PLUMBING DEMO SITE PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEX02-14-2025BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1EX. GWTO REMAINEX.EX.EX.2-1/2"DCWEX. GWTO REMAINEX. GWTO REMAINFCOFCO222433333333233333633336273335555328EX.GWH8EX.4" SANEX.4"FD7EX.4" SAN109911 KEY NOTES: EXISTING PLUMBING FIXTURE, COLD WATER, SANITARY, GAS, FLOOR DRAINS AND CONDENSATE PIPINGTO BE REMOVED.DEMOLITION LEGEND:1.THE EXISTING DOMESTIC COLD WATER SERVICE IS EXISTING TO REMAIN (VIF).2.THE EXISTING FIXTURE SHALL BE REMOVED. CUT AND CAP ALL ASSOCIATED PIPING WITHIN THE WALL ANDOR THE CEILING SPACE (VIF).3.THE EXISTING FLOOR DRAIN SHALL BE REMOVED, THE LINE SHALL BE CAPPED AND THE HOLE SHALL BEFILLED WITH CONCRETE (VIF). MAKE THE CONCRETE PATCH SMOOTH.4.THE EXISTING GAS PIPES SHALL BE CAPPED AND ABANDONED BELOW THE SIDEWALK AND CAP AT THEUTILITY GAS METER (VIF). PATCH THE SIDEWALK AS REQUIRED TO FILL OLD GAS PIPE PENETRATION. MAKETHE CONCRETE PATCH SMOOTH.5.THE CONTRACTOR SHALL DEMOLISH ALL THE EXISTING INTERIOR GAS PIPES AND DISCARD AS REQUIRED(VIF).6.THE GREASE WASTE PIPING IS EXISTING TO REMAIN FOR FUTURE CONNECTIONS (VIF).7.EXISTING FIXTURE TO BE REMOVED. REMOVE ALL THE UNDER-GROUND PLUMBING PIPES IN THE DEMOHATCH. THE EXISTING OVERHEAD WATER PIPING TO BE CAPPED ABOVE CEILING. VERIFY EXACT LOCATIONOF EXISTING PLUMBING LINES IN FIELD PRIOR TO CONSTRUCTION.8.DEMOLISH THE EXISTING GAS WATER HEATER & WATER SOFTNER. CUT AND CAP ALL ASSOCIATED WATERPIPING WITHIN THE WALL AND OR THE CEILING SPACE (VIF). REMOVE THE HEATER FLUE AND PATCH THEROOF PENETRATION AS REQUIRED WITH A WEATHERPROOF U/L LISTED MATERIAL.9.DEMOLISH EXISTING CONDENSATE PIPING AND SUPPORTS FROM THE ROOF (VIF).10.DEMOLISH ALL THE EXISTING GAS PIPING, GAS VENTS AND SUPPORTS FROM THE ROOF (VIF). PATCH THEGAS ROOF PENETRATION AS REQUIRED WITH A WEATHERPROOF U/L LISTED MATERIAL.11.THE CONTRACTOR SHALL FIELD VERIFY EACH VENT THAT SHALL REMAIN AND PROVIDE PERMANENT CAP ONEXISTING UN-USED VTR'S, PRIOR TO COMMENCING WORK.·THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE EXISTING CONDITIONS PRIOR TO COMMENCINGWORK AND SHALL NOTIFY THE ARCHITECT AND/OR ENGINEER IF A CONDITION EXISTS WHICH PREVENTS THEM FROMACCOMPLISHING THE WORK INDICATED AND INTENDED BY THESE DRAWINGS.·THE PLUMBING CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING DEMOLITION WORK. EXISTING STORM ANDWATER RISER ARE SHOWN SCHEMATIC FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL VERIFY IN FIELD THELOCATION OF ALL EXISTING TO REMAIN RISERS PRIOR TO DEMOLITION.·THE PLUMBING CONTRACTOR SHALL FIELD LOCATE THE EXISTING UNDER-SLAB PIPING TO BE REMOVED. COORDINATETHE AREAS OF CONCRETE TO BE DEMOLISHED (BY PLUMBER) WITH THE G.C. & STRUCTURAL CONTRACTOR PRIOR TOCOMMENCING WORK. THE STRUCTURAL CONTRACTOR SHALL PATCH THE CONCRETE AS REQUIRED TO COMPLETE THEPROJECT.GENERAL NOTEShttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.ANNEX. BUILDING PLUMBING DEMOLITION FLOOR PLANSCALE: 3/32" = 1'-0"NANNEX. BUILDING PLUMBING DEMOLITION ROOF PLANSCALE: 3/32" = 1'-0"NPLUMBING DEMO PLANPD101 K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON DCDLCRCRDCDLCRDCDLDCDLCRPERXElectrical Security PlanE100.1ELECTRICAL SECURITY FLOOR PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 CLERK #2WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)CAFEEGRESSPLANPREPDESKLIBRARY / FILES (FLOOR TO PARTITION HEIGHT) LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)EGRESSCLERK #1EGRESS037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDINGK-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRONA-37,39WAPWAPWAPWAPWAPWAPWAPB-1FAAPCMCMMDPATS-SB1E10075cd75cd15cd75cd15cdEWH-1B-27 15cd15cd15cd75cd75cd15cd75cd75cd75cdPNL APNL B15cd15cdGENANNUN.HWH-1 15cd15cd15cdWPWPWPWPFACP PNL C15cdTV,56"B-3B-3B-5B-5B-4B-4B-21B-748"15cd15cdB-31B-31C-1B-1B-1TV,56"CM15cdB-23,25 48"48"48"48"48"75cdA-41RECIRC PUMP 48"554TV,56"TV,56"TV,56"B-6B-6B-7B-348"15cdTV,56"TV,56"TV,56"TV,56"TV,56"TV,56"TV,56"B-2WPWPWPWPWPWPWPB-8B-9B-10B-11B-12B-13B-17B-15B-16B-19B-19B-19B-19B-19B-19B-33B-31B-3148"WP48"WP48"WPC-2C-2C-2TV,56"TV,56"B-26B-28TV,56"A-2,4,6,8A-10,12,14,16A-18,20,22,24A-26,28,30,3248"B-33B-29B-35B-30B-1944444444444444111122228333A-34,363PCV PCVPCVPCVPCV FSDFSDPCV24"x16" WALL PENETRATIONW/FSD CAPPED FOR FUTURE S/ADUCT FROM RTU-3.26"x16" WALL PENETRATIONW/FSD CAPPED FOR FUTURE R/ADUCT TO RTU-3.DAHU-1A-19,21B-45B-49B-51B-39B-41B-37B-38INV. PNLB-449S DD S DD B-46B-710112211ELECTRICALROOMNEW FIRE ALARM CONTROL PANELMDPATS-SBABDAHU-2NEW 720W MEDIUM-CAPACITY MINIINVERTER SERIES97Electrical Floor PlanE100ELECTRICAL FLOOR PLANSCALE: 3/16" = 1'-0"NKEYED NOTES:PROVIDE FLOOR BOX FURNITURE INFEED WITH 34" LFMC TOSYSTEM FURNITURE ELECTRICAL CONNECTION AND (2) 1" LFMCTO SYSTEM FURNITURE COMMUNICATIONS RACEWAY FOR DATACABLING. BASIS OF DESIGN: WIREMOLD MULTIPLEX MP8 DUALSERVICE PRODUCT FAMILY.INFLOOR FLUSH DUCT SYSTEM WITH (2) SEPARATE DUCTS FORPOWER AND COMMUNICATIONS CABLNG. BASIS OF DESIGN:WIREMOLD FLUSH DUCT222F-0. ELECTRICAL CONTRACTORSHALL COORDINATED WITH VENDOR TO PROVIDE ALL ADAPTORPLATES, FACEPLATES, FITTINGS, PLUGS AND/OR ANY OTHERCOMPONENTS NECESSARY FOR COMPLETE ISNTALLATION.PROVIDE 3-GANG SLAB-ON-GRADE CAST IRON FLOOR BOX WITH(1) 34" CONDUIT FOR POWER AND (2) 1" CONDUIT FOR DATA ANDA/V. CONDUIT TO BE ROUTED TO NEAREST WALL AND THENSTUBBED UP INTO ACCESSIBLE CEILING SPACE.SYSTEM FURNITURE MANUFACTURER IS RESPONSIBLE FORFURNISHING ALL DEVICES FOR POWER AND LOW VOLTAGEWITHIN EACH CUBICLE WORK STATION. ELECTRICALCONTRACTOR SHALL TERMINATE POWER AT THE DESIGNATEDSINGLE POINT ELECTRICAL CONNECTION. LOW VOLTAGECABLING AND TERMINATIONS BY OTHERS.PROVIDE (2) 3/4" CONDUIT FOR POWER AND CONTROL FROMOUTDOOR CONDENSING UNIT.EXHAUST FANS ARE TO BE CONNECTED TO LIGHTING CIRCUIT INTHE RESPECTIVE AREA.EXISTING TELECOMMUNICATIONS SERVICE ENTRANCE TO BEREUSED. PROVIDE NEW CONDUITS SLEEVES TO ADJACENTROOM AS SHOWN ON LOW VOLTAGE RISER, SHEET E-602.FLUSH DUCT SYSTEM 90 DEGREE ELBOWS WITH CONDUITADAPTERS FOR IN WALL TRANSITION AND EXTENSION CABLINGSERVING PANEL AND I.T. CLOSET.NEW 250WATT MEDIUM-CAPACITY MINI INVERTER SERIES MODEL#: EMIU-250-4-LDC-120 OR EQUAL.PROVIDE (2) SEPARATE JUNCTION BOXES FOR POWER ANDCOMMUNICATIONS INFEED TO SYSTEM FURNITURE. PROVIDE1-1/4" CONDUIT STUB-UP FOR COMMUNICATIONS CABLING.PROVIDE FIRE ALARM RELAY TO INTERRUPT POWER TO ACCESSCONTROL DOOR MAG LOCK.123GENERAL NOTES:1. SYSTEM FURNITURE MANUFACTURER IS RESPONSIBLE FORFURNISHING ALL DEVICES FOR POWER AND LOW VOLTAGEWITHIN EACH CUBICLE WORK STATION. ELECTRICALCONTRACTOR SHALL TERMINATE POWER AT THEDESIGNATED SINGLE POINT ELECTRICAL CONNECTION. LOWVOLTAGE CABLING AND TERMINATIONS BY OTHERS.2. EACH EXHAUST FAN INDICATED ON THIS DRAWING SHALL BECIRCUITED TO THE ASSOCIATED SPACE LIGHTING CIRCUITAND CONTROL. PROVIDE TOGGLE SWITCH DISCONNECT ASNEEDED FOR NEC CODE COMPLIANCE.4ELECTRICAL DEMO PLANSCALE: 1/2" = 1'-0"N1E100NOTE: MAIN SWITCHGEARLOCATED IN THE ELECTRICALROOM IS TO BE COMPLETELYDEMOLISHED.56ELECTRICAL ROOM PLANSCALE: 1/2" = 1'-0"N1E100778B-#GENERAL NOTES:TAG REPRESENTS PANEL CIRCUIT NUMBER FOR ALLRECEPTACLES IN THE ASSOCIATED SPACE. THE LETTERDESIGNATES THE ELECTRICAL PANEL THE CIRCUITS AREFED FROM AND THE NUMBER, DESIGNATES THE CIRCUITSPACE IN THE ELECTRICAL PANEL.9http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 333171011 Low Voltage Riser DiagramE602http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317NEW IT RACKSWITCHNEW IT ROOMOFFICEWAPCEILINGEXTERIOR SITETYPICAL DATA OUTLET( 1 ) 1" C WITH PULLLSTRING (TYP.)1E-602DATA/TELEPHONE SYSTEM RISER DIAGRAMScale: NTSDATABACKBOARDTELEPHONEBACKBOARDNOTE: REFER TO PLANSFOR EXACT LOCATIONSAND QUANTITIES.PBB#6 GND. TOELECTRICALSERVICEGROUND BUSBAR#6 BONDINGJUMPER TO I.T.RACKGENERAL NOTES:TYPICAL CONFIGURATION OFCONDUITS SERVING LOW VOLTAGEDEVICES AS SHOWN.EXISTING HANDHOLE /COMMUNICATIONS SERVICEINTERCONNECTION. COORDINATEWITH PROVIDER AS REQUIRED TOMAINTAIN OR SUPPLY NEWCABLING TO SERVE THE FACILITYON OWNERS BEHALF.EXISTING (2) 3" CONDUITS TO BEREUSED FOR COMMUNICATIONS.ELEC. ROOM(2) 3" C1 SECURITY SINGLE DOORE-104N.T.S.1. CABLE TYPE AND SIZE MUST COMPLY WITH ALL ESTABLISHED REQUIREMENTS AND APPLICABLE CODES.NOTES:2. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED.3. DOOR HARDWARE SHOWN FOR GRAPHICAL ILLUSTRATION ONLY.FINISHED FLOORUNSECURE SIDECARD READERPROVIDE DOUBLE GANG BOXWITH SINGLE GANG MUD RING.REFERENCE FLOOR PLANSFOR REQUIRED PLACEMENT.48" MAX TRANSFER HINGE. ELECTRIFIED FINISHED FLOORFINISHED CEILINGSECURE SIDECABLE FOR COMMUNICATIONAND LOW VOLTAGE POWER1" CONDUIT4" x 4" SQUARE J-BOXMAGNETIC DOORCONTACTSWITCH EMBEDDED INDOOR & DOOR FRAME2-CONDUCTOR 18 AWG.FOR MAGNETIC CONTACT·4 CONDUCTOR 18AWG FORREX·2 CONDUCTOR 18AWG FORLOCK POWER6 CONDUCTOR 18 AWG.FOR CARD READER4. COORDINATE FINAL PATHWAY REQUIREMENTS WITH FINAL DOOR HARDWARE SUBMITTED ANDAPPROVED SHOP DRAWINGS.5. FAIL-SECURE OPERATION WITH ELECTRIC LATCH LOCK SET AND MANUAL OPERATION IN DIRECTION OFEGRESS.1 SECURITY SINGLE DOORE-104N.T.S.1. CABLE TYPE AND SIZE MUST COMPLY WITH ALL ESTABLISHED REQUIREMENTS AND APPLICABLE CODES.NOTES:2. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED.3. DOOR HARDWARE SHOWN FOR GRAPHICAL ILLUSTRATION ONLY.FINISHED FLOORUNSECURE SIDECARD READERPROVIDE DOUBLE GANG BOXWITH SINGLE GANG MUD RING.REFERENCE FLOOR PLANSFOR REQUIRED PLACEMENT.48" MAX TRANSFER HINGE. ELECTRIFIED FINISHED FLOORFINISHED CEILINGSECURE SIDECABLE FOR COMMUNICATIONAND LOW VOLTAGE POWER1" CONDUIT4" x 4" SQUARE J-BOXMAGNETIC DOORCONTACTSWITCH EMBEDDED INDOOR & DOOR FRAME2-CONDUCTOR 18 AWG.FOR MAGNETIC CONTACT2 CONDUCTOR 18AWG FORLOCK POWER6 CONDUCTOR 18 AWG.FOR CARD READER4. COORDINATE FINAL PATHWAY REQUIREMENTS WITH FINAL DOOR HARDWARE SUBMITTED ANDAPPROVED SHOP DRAWINGS.5. PROVIDE FIRE ALARM CONTROL RELAY TO INTERRUPT LOCK POWER BASED ON FIRE ALARM FOR FAILSAFE OPERATION.PUSH-TO-EXITPROVIDE DOUBLE GANG BOXWITH SINGLE GANG MUD RING.REFER FLOOR PLANS FORREQUIRED PLACEMENT2-CONDUCTOR 18 AWG.FOR LOCK POWER4 CONDUCTOR 18AWG FOR REX http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-1.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM1ADD # 1/COORD.02/14/20251 213EHDBMhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-2.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM1ADD # 1/COORD.02/14/2025111111 http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-4.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM1ADD # 1/COORD.02/14/20251111 http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-5.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM1ADD # 1/COORD.02/14/202511111111 THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 02510-1 SECTION 02510 CONCRETE WALKWAYS, CURBS AND GUTTERS, RAMPS, MISCELLANEOUS CONCRETE SLABS AND WHEEL STOPS PART 1 - GENERAL 1.01 SCOPE: A. Summary of Work: The CONTRACTOR shall furnish all labor, materials and equipment necessary for the construction for concrete walkways, curbs and gutters, ramps, miscellaneous concrete slabs and wheel stops, as shown on the drawings. 1. SECTION 03300 - Cast-In-Place Concrete 2. SECTION 03200 - Concrete REFORCEMENT] 1.02 APPLICABLE PUBLICATION: A. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, (FDOT). 1.03 DEFINITIONS: (Not Used) 1.04 SUBMITTALS: Submit copies of proposed concrete mix design and compression strength tests for review. 1.05 QUALIFICATIONS: (Not Used) 1.06 RESPONSIBILITIES: (Not Used) 1.07 CERTIFICATIONS AND TESTING: Perform tests in accordance with standards hereinafter specified. 1.08 INSPECTION COORDINATION: The CONTRACTOR shall provide access to the WORK for the ENGINEER as requested for inspection. The Contractor shall provide 48 hours notice of its intention to begin new WORK activities. 1.09 WARRANTY: (Not Used) PART 2 - PRODUCTS 2.01 CONCRETE: The CONTRACTOR shall provide concrete for sidewalks, curbs and gutters, ramps and miscellaneous concrete slabs as specified in FDOT Specifications - Section 345 “Portland Cement Concrete.” For miscellaneous concrete slabs Class I concrete shall have a minimum strength of 3000 psi. 2.02 METAL ACCESSORY MATERIALS: The CONTRACTOR shall provide metal accessory materials for miscellaneous concrete slabs as indicated on the Drawings and as specified in FDOT Specification - Section 931. 2.03 PRE-CAST CONCRETE WHEEL STOPS: The CONTRACTOR shall furnish pre-cast concrete wheel stops that are nominally six inches high by eight inches wide by six feet long or accepted equivalent. One wheel stop shall be furnished per parking space or as shown on the Drawings. Wheel stops shall be reinforced with two #4 bars. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 02510-2 2.04 FORMS: The CONTRACTOR shall furnish forms for the forming of the concrete curb in accordance with the following: A. The forms shall be wood or metal. B. The forms shall be straight and strong enough to resist springing during placement of concrete. C. The forms shall have sufficient bearing surface to prevent tipping. D. The height of the forms shall be equal to full depth of section to be constructed. E. Slip form. PART 3 - EXECUTION 3.01 CONCRETE WALKS AND RAMPS: The CONTRACTOR shall construct concrete sidewalks and ramps as specified in FDOT Specifications - Section 522 where shown on the Drawings. 3.02 CURBS AND GUTTERS: The CONTRACTOR shall construct concrete curbs and gutters as specified in FDOT Specifications - Section 520 where shown on the Drawings. 3.03 MISCELLANEOUS CONCRETE SLABS: The CONTRACTOR shall construct miscellaneous concrete slabs for mechanical equipment as indicated on the Drawings and as specified in FDOT Specifications Section 350. 3.04 PRE-CAST CONCRETE WHEEL STOPS: The CONTRACTOR shall install pre-cast concrete wheel stops by anchoring them with at least two three -quarter inch round reinforcing bars driven a minimum of one foot into the pavement. Use a setting tool to recess anchor rod a minimum of one -half inch below the top surface and caulk the opening. Wheel stops damaged when driving rods shall be replaced with new bumpers. 3.05 FORMS: The CONTRACTOR shall install the forms in accordance with the following: A. Use flexible forms for all curved form lines except: 1. Curves having a radius of 200 feet or greater may be formed in 10 foot or shorter chords. 2. Curves having a radius of 100 feet or greater may be formed in 5 foot or shorter chords. B. Thoroughly clean, oil, securely stake, brace, and hold forms to line and grade. C. Remove forms from front face of curb section at the time necessary to permit finishing concrete. Leave other forms in place not less than 12 hours after placement of concrete. 3.06 JOINTS: The CONTRACTOR shall install joints in the curbs as follows: A. Contraction Joints: 1. Construct at locations indicated and as follows: a. Division concrete curb into monolithic sections not greater than 10 inches in length. 2. Form contraction joints by any of the following methods: a. Place one half inch thick steel separators after concrete has taken its initial set, but before final finishing. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 02510-3 b. Cut a groove in the fresh concrete to a depth of at one quarter the section thickness by use of a jointer having a radius of one half inch and thickness not exceeding one half inch. c. Saw the hardened concrete before shrinkage cracking occurs. Depth of cut not less than one quarter the section thickness and width of key not to exceed three sixteenths inch. B. Expansion Joints: 1. Construct at the following locations: a. Locations as indicated. b. All points of curvature and points of tangency of curves having a radius of 100 inches or less and at intervals not exceeding 60 inches in tangent section. c. Locations where curb abuts other structures and slabs. 2. Stake, support, and secure preformed joint filler in position to prevent displacement during and finishing operations. 3. Round edges of joints with an edging tool of one quarter inch radius. C. Construction Joints: 1. Locate to coincide with contraction, expansion or key joints. 2. When concrete placement is interrupted between joint locations for a sufficient time for the concrete to take its initial set, remove concrete to the nearest joint location before resuming placement. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 02510-1 SECTION 02780 BRICK PAVERS, RESET BRICK AND VARIOUS PAVERS PART 1 GENERAL 1.1 SCOPE OF WORK A. This technical specification covers the furnishing of all labor, materials, testing, submittals, tools, and equipment necessary to construct brick paving, or reset brick and other paving materials such as stone, slate, etc., as shown on the plans or as directed by the Engineer. Prior to installation of the bricks, all work within the brick paver limits shall be complete and shall include, but not be limited to, the adjustments of all public and private frames, grates, covers and utility boxes. PART 2 PRODUCTS 2.1 MATERIALS A. Bricks: Paving bricks shall conform to ANSI/ASTM C 902‐79a Standard Specification for Pedestrian and Light Traffic Paving Brick, Class SX, Type II (Referred to as Glen‐Gary Paver) or equivalent as approved by the Engineer. B. Filter Fabric: Filter fabric conforming to Form 817, Section M.08.01.19 shall be used when dry setting brick. C. Base Material: The processed aggregate base under the concrete shall be medium gradation conforming to Technical Specification 02232 – “Limerock Base”. D. Leveling Course: The leveling course for dry set bricks shall be commercial grade crushed stone dust. E. Joints: The paver joints shall be filled with either commercial grade crushed stone dust, masonry sand, or commercial grade polymeric stabilizing sand, as shown on the plans or as directed by the Engineer. F. Mortar: The base material leveling course for mortar set brick shall be Portland Cement Concrete as specified in FDOT Specifications - Section 345 “Portland Cement Concrete.” G. Joint Material: Transverse expansion joint material shall be asphalt impregnated fiber material, Kork Pak, Proflex Reflex, or approved equivalent. The expansion joint between the curb and concrete/brick shall be Harris Strip‐Off closed cell foam with peel‐off top or approved equivalent. The joint using closed cell foam material shall be sealed with Sikaflex polyurethane joint sealant, or approved equivalent. H. Dowels: Dowels shall be 5/8 inch diameter x 24 inch long intermediate grade steel conforming to AASHTO M‐38 and shall be smooth. Plastic sleeves covering one end of the dowel shall be 5/8 inch diameter x 12 inches long, Speed Dowel, or approved equivalent. I. Edge Restraints: Edge restraints shall be snap‐edge Pave Tech – Pave Edge, or approved equivalent. 2.2 SUBMITTALS A. The following submittals shall be submitted to the Engineer for review and approval prior to installation: • Two bricks shall be submitted; replacement brick shall match the existing brick as closely as possible • Manufacturer’s cut sheet for filter fabric • Gradation test results for processed aggregate • Material certification for commercial grade stone dust THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 02510-2 • Material certification for polymeric stabilizing sand • Material certification for masonry sand • Concrete specifications from supplier • Manufacturer’s cut sheet for joint materials • Manufacturer’s cut sheet for dowels • Manufacturer’s cut sheet for edge restraints PART 3 EXECUTION 3.1 CONSTRUCTION METHODS The construction of the processed aggregate and concrete base material supporting the brick pavers shall be in accordance with Technical Specification 02510 for concrete sidewalks. The area of the mortar set brick pavers shall be excavated to a depth of approximately 16 inches. Where the plans specify mortar set brick, the bricks shall be installed on 8 inches of compacted processed aggregate base and 5 inches of Portland Cement Concrete installed monolithically with the adjacent sidewalk as shown in the plans and details. All mortar set bricks shall be set on a bed of mortar. All joints shall be mortared, being careful not to get mortar on exposed faces of brick. There shall be no expansion joint between the concrete sidewalks and the brick pavers. Transverse expansion joints in the concrete sidewalks shall be carried through the concrete base and the brick pavers. The transverse expansion joints shall also be carried through the brick pavers. Transverse dummy joints in the concrete sidewalk shall not be carried through the concrete base under the brick pavers. An expansion joint shall be made between the granite curb and concrete/brick face. Where the plans specify dry set brick, they shall be installed on 8 inches of compacted processed aggregate with filter fabric placed on top of the aggregate. The leveling course on top of the filter fabric shall consist of a minimum ¾ inches (maximum 1 inch) of compacted crushed stone dust. When placed, the bricks shall tightly about each other. Exposed edges of bricks shall be set on a plastic angle edge restraint. The final setting of brick shall be with a plate compactor taking care to have sufficient material to not damage the brick. After compacting with masonry sand, the area shall be flushed with water to ensure that joints have been filled. Any area that shows gaps in the joints shall be recompacted and appropriately swept, misted, or flushed. All joints shall be filled with commercial grade crushed stone dust, masonry sand, or commercial grade polymeric stabilizing sand as shown on the plans or as directed by the Engineer. If the polymeric sand manufacturer specifies a water mist for setting the joints, all the brick and adjacent areas shall be swept clear of all polymeric sand residue. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 083453-1 SECTION 083453 TSS BR DOOR AND FRAME ASSEMBLY - ALL GLASS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Bullet resistant all glass door and frame assembly. 1.2 REFERENCES A. Underwriters Laboratory UL 752-Standard for Bullet Resisting Equipment. B. ASTM C 1172 - Standard Specification for Laminated Architectural Flat Glass. 1.3 ACTION SUBMITTALS A. Refer to Section [01 33 00 Submittal Procedures]. B. Product Data: For each type of door [and glass] including manufacturer recommended installation instructions. C. Shop Drawings: Include plans, elevations, sections, details, attachment to other work. D. Samples: For each exposed finish. 1.4 INFORMATION SUBMITTALS A. Product Test Reports: Indicating compliance with requirements B. Warranty: Sample of finish warranty 1.5 CLOSEOUT SUBMITTALS A. Refer to Section [01 78 00 Closeout Submittals]. B. Maintenance data. 1.6 DELIVERY, STORAGE AND HANDLING A. Refer to Section [01 60 00 Product Requirements]. B. Deliver materials to the project site with the manufacturer’s UL Listed Labels intact and legible. Handle the materials with care to prevent damage. Store materials inside and under cover, stack flat and off floor. Project conditions (temperature, humidity, and ventilation) shall be within the maximum limit recommendations provided by manufacturer. Do not install products stored in conditions outside manufacturer’s recommended limits. 1.7 WARRANTY A. Workmanship Warranty: All materials shall be warranted against defects for a period of [1] year for the date of receipt at the project site. Provide certificates of manufacturer’s THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 083453-2 standard limited warranty with closeout documents. PART 2 - PRODUCTS 2.1 MANUFACTURED UNITS A. Basis of Design: 1. Subject to compliance with requirements, provide products by the following: a. Total Security Solutions, Inc., 935 Garden Lane, Fowlerville, MI 48836, 866 734-6277. Attn: Sales Department, sales@tssbulletproof.com. Web: www.tssbulletproof.com. 2. Subject to compliance with requirements, manufacturers of products of equivalent design may be acceptable if approved in accordance with [Section 01 25 00 Substitution Procedures]. B. Design Performance: 1. Through the design, manufacturing techniques and material application the TSS Bullet Resistant All Glass Door and Frame Assembly shall be constructed of a single piece of Low Spall Glass Clad Polycarbonate to meet UL Standard 752 Level 3 rating. 2. Door assembly to have no exposed fasteners. 3. Joint connections to have concealed clips to provide rigid assembly when installed. 4. Assembly shall include: a. Header tube, top shoe, bottom shoe and pivot hinges. b. Closer style to be determined. 5. All joints and connections shall be tight, providing hairline points and true alignment of adjacent members. 6. Door assembly swing: [right hand] [eft hand] [reverse swing]. C. Door and Frame Assembly Dimensions: As indicated on the Drawings. D. Door and Frame Performance: 1. Standard door and frame assembly shall manufacture to defeat ballistic assaults from 9mm medium power through.44 magnum superpower small arms handgun as tested with UL Standard 752 at Underwriters Laboratories. 2. Glazing: LP-1250 Polycarbonate/Acrylic Laminate, 1-1/4” thick, 7.7lbs/sf to comply with UL 752, Level [1] [2] [3] protection. E. Door Frame Construction: THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 083453-3 1. Door shall be of frameless construction and delivered as complete assembly with top header, top shoe, bottom shoe and pivot hinges. F. Door Hardware: 1. Closer: As selected from manufacturer’s standard range of options. 2. Locks: As selected from manufacturer’s standard range of options. 3. Pull handle: As selected from manufacturer’s standard range of options. G. Factory-applied finish: As selected from manufacturer’s standard range of options. H. Field alterations to the construction of the assembly fabricated under the acceptable standards are not allowed unless approved in writing by the manufacturer and the Architect. I. Standard manufacturing tolerances +/- 1/16" shall be maintained. 2.2 PERFORMANCE CRITERIA A. Ballistic Resistant: anu 1. Level [1] [2] [3] in accordance with UL 752 – Testing for Ballistic Resistance for the complete assembly including framing, glazing and panels. 2.3 FABRICATION A. Units shall be completely shop-fabricated by manufacturer ready for installation. B. Tolerances: All joints and connections shall be tight, providing hairline joints and true alignment of adjacent members PART 3 - EXECUTION 3.1 PREPARATION A. Prior to beginning installation, verify that all supports have been installed as required by the Contract Documents and architectural drawings, and Shop Drawings have been approved. B. Notify Architect of any unsatisfactory preparation that is responsibility of others. C. Clean and prepare all surfaces per manufacturers recommendations as required for achieving the best results for the substrate under the project conditions. D. Verify field dimensions of openings prior to fabrication of framing. E. Coordinate structural requirements to ensure proper attachment and support. F. Do not begin installation of material until all unsatisfactory conditions have been resolved and approved by Architect. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 083453-4 3.2 INSTALLATION A. TSS FV Bullet Resistant All Glass Door and Frame Assembly can be installed using, screws and bolts. Method of application shall maintain bullet resistive rating at junctures with concrete floor, door and window frames and other penetrations. B. Maintain installation tolerance to not exceed 1/16th for squareness, alignment, twist and plumb. Install hardware as specified per manufacturer’s instructions. C. Do not begin installation until openings have been verified and surfaces properly prepared in accordance with Drawings. D. All products shall be installed per installation instructions provided by manufacturer. E. Door and frame assembly shall arrive on site completely pre-fabricated to field dimensions approved by Shop Drawings. F. Install framing and secure to structure in accordance with manufacturer's recommendations and approved shop drawings. 3.3 PROTECTION A. Clean and protect door and frame assembly from damage during ongoing construction operations. If damage occurs, remove and replace as required to provide assembly in their original, undamaged condition. B. Inspection and Cleaning: Verify installation is complete and complies with manufacturer’s requirements. C. Provide final cleaning of product and accessories, removing excess dust, labels and protective covers. D. Touch-up, repair or replace damaged products prior to Substantial Completion. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 085653-1 SECTION 085653 TSS BR TRANSACTION WINDOW – HOLE AND BACKER TALK THRU PART 1 - GENERAL 1.1 REFERENCE A. Underwriters Laboratory UL 752-Standard for Bullet Resisting Equipment. B. ASTM A 666-Standard Specification for Annealed or Cold-Worked Austenitic Stainless-Steel Sheet, Strip, Plate and Flat Bar. C. ASTM E119-98- Standard Test Methods for Fire Tests of Building Construction and Materials 1.2 ACTION SUBMITTALS A. Refer to Section [01 33 00 Submittal Procedures] B. Product Data: For each type of framing [and glass] including manufacturer recommended installation instructions. C. Shop Drawings: Include plans, elevations, sections, details, attachment to other work. D. Samples: For each exposed finish. 1.3 INFORMATION SUBMITTALS A. Product Test Reports: Indicating compliance with requirements, including current UL listing verification and test results provided by Underwriters Laboratories. B. Manufacturer’s Instructions for installation and cleaning of assemblies. All required submittals shall be approved prior to installation. C. Warranty: Sample of finish warranty 1.4 CLOSEOUT SUBMITTALS A. Refer to Section [01 78 00 Closeout Submittals]. B. Maintenance data. 1.5 DELIVERY, STORAGE AND HANDLING A. Refer to Section [01 60 00 Product Requirements]. B. Protect windows and accessories in accordance with AAMA CW -10 "Care and Handling of Architectural Aluminum from Shop to Site" until Substantial Completion. C. Deliver materials to the project site with the manufacturer’s UL Listed Labels intact and legible. Handle the materials with care to prevent damage. Store materials inside and under cover, stack flat and off floor. Project conditions (temperature, humid ity, and THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 085653-2 ventilation) shall be within the maximum limit recommendations provided by manufacturer. Do not install products stored in conditions outside manufacturer’s recommended limits. 1.6 QUALITY ASSURANCE A. Manufacturer shall be a company that specializes in manufacturing products of the specified type with a record of acceptable experience. B. Installer shall be a company that specializes in product type specified and shall be certified for the installation by the manufacturer. C. Manufacturer shall provide a mock-up, if required, for evaluation of surface preparation and application workmanship and color/finish to the Architect for approval prior to start of work. 1.7 DELIVERY, STORAGE & HANDLING A. Handle the materials with care to prevent damage. B. Store materials inside and under cover, stack flat and off floor. C. Project conditions (temperature, humidity, and ventilation) shall be within the maximum limit recommendations set by manufacturer. D. Do not begin installation of products until inadequate conditions have been corrected. 1.8 WARRANTY (Specifier Note: The 5-year finish warranty applies to the Class I anodic finishes and the 10 year applies to the 70% PVDF coating finish.) A. Workmanship Warranty: All materials shall be warranted against defects for a period of [1] year for the date of receipt at the project site. Provide certificates of manufacturer’s standard limited warranty with closeout documents. B. Finish Warranty: Manufacturer’s warranty against deterioration of factory finishes for the period of [5] [10] years from the date of Substantial Completion. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Basis of Design: 1. Subject to compliance with requirements, provide products by the following: 1. Total Security Solutions, Inc., 935 Garden Lane, Fowlerville, MI 48836, 866 734-6277. Attn: Sales Department, sales@tssbulletproof.com. Web: www.tssbulletproof.com. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 085653-3 2. Subject to compliance with [requirements, manufacturers of products of equivalent design may be acceptable if approved in accordance with [Section 01 25 00 Substitution Procedures]. 2.2 DESIGN PERFORMANCE A. Though the design, manufacturing techniques and material application the TSS Hole and Backer Transaction Window shall be of the “non-ricochet” type. B. The design is intended 1. to permit the capture and retention of an attacking projectile lessening the potential of a random injury or lateral penetration. C. The assembly shall provide single transaction positions utilizing an acrylic backer configuration. D. The design shall employ an acrylic voice port in transaction glazing to complete the Hole and Backer design. E. Each transaction position may have a stainless-steel dip tray as shown on the drawings. F. Components shall be manufactured in strict accordance with the specifications, design, and details. G. All vision panels shall be cut to size with all exposed edges polished. H. Necessary holes shall be predrilled and tapped where required. I. Stainless Steel assembly screws and acrylic spacers shall be provided. J. Clear anodized angles and channels shall be provided. K. Anchor screws shall be provided by the installer. L. No field alterations to the construction of the units fabricated under the acceptable standards shall be allowed unless approved by the manufacturer and the architect. M. Standard manufacturing tolerances shall be +/- 1/16". N. Materials shall meet or exceed UL 752 requirements. 2.3 BULLET RESISTANT HOLE AND BACKER TRANSACTION WINDOW A. Product shall be: TSS Hole and Backer Transaction Window. 1. The Hole and Backer System shall consist of custom prefabricated bullet resistant panels with secure air passage as required for voice transmission. 2. System shall include aluminum frame with a plastic laminate base and recessed cash tray. 3. All accessories required for installation shall be included. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 085653-4 B. Factory-applied finish: 1. [Clear Anodic Finish]: Architectural Class I, clear coating AA-M10C22A41 Mechanical Finish Chemical Finish: etched, medium matte; 0.70 mils minimum complying with AAMA 611 "Voluntary Specification for Anodized Architectural Aluminum" 2. [Color Anodic Finish]: Architectural Class I, color coating AA-M10C22A42/A44 Mechanical Finish Chemical Finish: etched, medium matte; 0.70 mils minimum complying with AAMA 611 "Voluntary Specification for Anodized Architectural Aluminum". a. Color: Dark Bronze. C. Glazing Panels shall be in sizes as indicated on Drawings. D. Bullet-Resisting Glazing Material: 1. Bullet Resistant Level 3 1 1/4" LP 1250 Laminated 1 1/4" All Poly 1250 1 1/4” TSS-003 L/S Glass Clad E. Cash tray: Provide Brushed Stainless Steel [Counter Mounted] [Recessed]. 1. Cash tray shall be constructed of 18-gauge stainless steel, # 4 finish. 2. Size: 16" x 8" from the outside edge of flanges with a clear opening . F. Provide a shelf 1 1/2" thick with recessed cash tray. 1. Shelf shall be full width of window by 18" deep, centered under glazing and covered with [black high-pressure laminate] [stainless steel 18 ga. #4 finish]. G. Aluminum sections shall be manufactured in accordance with ASTM B209 and shall be extruded aluminum alloy 6063 T5 [anodized] [powder coated] finish and be free of sharp edges or burrs when in place. H. Glazing Channel shall be a U-Channel specifically designed for securing glazing tightly in place. I. Angles and shall only be acceptable for top attachment. J. Frame shall be [anodized aluminum] [18 ga. primed steel] [18 ga. stainless steel]. K. The bottom of the glazing shall be capped with corresponding material on the frame. PART 3 – EXECUTION 3.1 PREPARATION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 085653-5 A. Prior to installing bullet resistive material, contractor shall verify that all supports have been installed as required by the contract documents, architectural drawings, and approved shop/CAD drawings. B. Installer shall notify architect of any unsatisfactory preparation that is responsibility of another installer. C. Clean and prepare all surfaces per manufacturers recommendations for achieving the best results for the substrate under the project conditions. 3.2 INSTALLATION A. Do not begin installation until openings have been verified and surfaces properly prepared in accordance with drawings. B. Install in accordance with manufacturer’s instructions and UL 752. C. Set all equipment plumb. D. TSS Hole and Backer Transaction Window: shall arrive on site as a completed unit. Unit shall be installed in provided opening (wall/door), secured to structure (anchors by others). 3.3 POST-INSTALLATION A. TSS Hole and Backer Transaction Window shall be installed in accordance with manufacturer’s printed recommendations, including adhering to anchoring and finishing details. B. Inspection and Cleaning: Verify installation is complete and complies with manufacturer’s requirements. Clean product and accessories, removing excess sealant, labels and protective covers. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 088000 Glazing- 1 SECTION 088000 GLAZING PART 1 - GENERAL 1.1 SUMMARY A. Section includes glass and glazing for the following: 1. Interior and Exterior glazed openings. 2. Hollow metal doors framed glazed openings. 3. Mirrors for general application. 1.2 SUBMITTALS A. Product Data: Provide manufacturers specifications with documentation of compliance with applicable fire codes to the Architect for review and acceptance. B. Samples: 1. Glass: Two 12-inch square samples of each type and color of glass specified. 2. Glazing Accessories: 12-inch-long samples of each type. C. Color Charts: For preformed glazing materials and sealant. D. Certifications: 1. Certification that tempered glass complies with Consumer Product Safety Commission 16CFR 1201-CII. 2. Manufacturer’s certification that each product furnished complies with specifications requirements. 3. Code Certificates:(If Applicable) – Provide Product Control Approval Certificate from local regulatory agencies, or Certification by the manufacturer showing that each type, grade and size of glass and glazing complies with requirements where the manufacturer's standard units have been tested in accordance with specified tests and meet performance requirements specified for wind resistance and missile penetration. Where such testing has not been accomplished, perform required tests through a recognized testing laboratory or agency and provide certified test results. 1.4 QUALITY ASSURANCE A. Comply with published recommendations of glass product manufacturers and organizations below, except where more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 088000 Glazing- 2 1. GANA Publications 2. AAMA Publications 3. LSGA Publications 4. SIGMA Publications –TM3000—Recommended Practices for Vertical and Basic Field Glazing of Organically Sealed Insulating Glass Units. 5. Glazing Standards: Flat Glass Marketing Association (FGMA) Glazing Manual and Sealant Manual except where more stringent requirements are indicated. B. Safety glass products are to comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for Category II materials. 1. Subject to compliance with requirements, provide safety glass permanently marked with certification label of Safety Glazing Certification Council (SGCC) or other certification agency acceptable to authorities having jurisdiction. C. Single-source fabrication responsibility: All glass fabricated for each type shall be processed and supplied by a single fabricator. D. Glass fabricator to have a minimum of ten (10) years’ experience and meet ANSI/ISO/ASQC (American Society for Quality Control) 9002-1994. E. Label each unit of glass with manufacturer's sticker showing quality, grade, thickness and type of glass. 1. Labels shall remain in place until acceptance by the A/E. 2. Each panel of tempered glass shall bear the manufacturer's trademark. 1.5 WARRANTY A. Provide written 10-year warranty from date of manufacture for all glass and glazing. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Except as otherwise specified, provide glass from one of the following: 1. E.S. Windows 2. Guardian Industries Corp. 3. Libby Owens Ford Co. (LOF). 4. PPG Industries. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 088000 Glazing- 3 5. Sully North America (A Saint Gobain Company). 6. Viracon. 7. Visteon. 8. Or similar approved. B. Products of other manufacturers which meet the requirements of the Drawings and this Section will be accepted, provided application is made as specified in Division 01, Section: Substitution Procedures, of these Specifications and approval is obtained fro m the Architect/Engineer. 2.2 MATERIALS A. Tempered Glass: Comply with ASTM C1036 -85 and further processed in accordance with ASTM C1048-35, Kind FT, which has been fully tempered by the manufacturer's standard horizontal process. Minimum thickness of 1/4". 1. Clear Heat-Treated Float Glass: Condition A (uncoated surfaces), Type I (transparent glass, flat), Class 1 (clear), Quality q3 (glazing select), Kind FT (Fully Tempered) or Kind HS (Heat Strengthened). B. Specific Requirements: 1. Glass in interior applications unless otherwise noted: 1/4" thick, clear tempered plate. 2. Glass in exterior curtain walls and window systems, exterior glass door and in window units: 9/16-inch -thick impact resistant. a. Large missile: 9/16” laminated glass as manufactured by Viracon or approved equal consisting of (2) 1/4” glass lites with a .060” PVB interlayer. Exterior lite shall be Versalux Blue 2000, interior lite shall be clear. System shall provide a shading coefficient of .55; a solar factor of .47; winter nighttime u-value of .95 and summer daytime u-value of .86; visible light transmitted of 40%, solar energy transmitted of 25% and UV <1%. b. Small missile: 9/16” laminated glass consisting of (2) 1/4” glass lites with a .060” PVB interlayer. All other requirements to match large missile specification above. c. Tint: Pacific by PPG 3. Insulated Glass Units: Pacific tint by PPG on interior pane with clear 9/16 laminated exterior unit. 4. One-Way Glass: Provide float glass manufacturer by horizontal (roller hearth) process with roll wave distortion parallel with bottom edge of glass as installed, unless otherwise indicated, and complying with FS DD-G-1403 for Grade B, style I (uncoated surfaces), Type I (float), quality q2. a. Light ratio: 8:1, Subject: Observer THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 088000 Glazing- 4 5. Fire rated glass enclosure including fire rated glass panels and steel frames for a full UL. 2HR rated assembly. Frames shall be no more than 72” o.c. vertically and 2’-3” o.c. horizontally (2hr fire rated): 2hr fire rated glass and frames as manufactured. a. Technical Glass products (TGP) 1-800-926-0279 pyrostop 2 HR rated glazing system. b. SAFTI, 325 Newhall Street, San Francisco, CA. 99124-1432. (415) 822- 4222 / (888) 653-3333 Superlite II-XL 1½:” thick c. Interedge Technologies, 27 Central Avenue, Sausalito, CA. 94965. (877) 376-3343 Pyrobel-120-52. C. Glazing Materials: 1. General: Comply with recommendations of sealant and glazing plastic manufacturers for selection of glazing sealants which have performance characteristics suitable for applications indicated and conditions at time of installation. Verify sealants are compatible with adjacent materials and sealant. D. Miscellaneous Glazing Materials: 1. Glazing Sealant: Curing type gunnable elastomeric sealant complying with TT -S- 001543A, Type II Class A; Dow Corning 999-A Silicone Building and Glazing Sealant, General Electric Contractors 1000 Sealant. Color selected by A/E. See Division 07, Section: Sealants and calking. 2. Unshimmed Glazing Tape: Butyl-polyisobutylene with 20 to 30 "Shore A" hardness, self-sticking; clear color. 3. Pre-Shimmed Glazing Tape: Butyl-polyisobutylene with built-in synthetic rubber spacer; 20 to 30 "Shore A" hardness, self-sticking; clear color. 4. Setting Blocks: Solid neoprene, EPDM or silicone blocks as required for compatibility with glazing sealants 80 to 90 Shore A durometer hardness; sizes as required. 5. Edge Blocks: Solid neoprene, EPDM or silicone blocks as required for compatibility with glazing sealant 60-70 Shore A durometer hardness; sizes as required. 6. Shims: Solid neoprene, 40 to 60 Shore A durometer hardness; sizes as required. 7. Backer Rod: Dow Corning Ethafoam SB polyethylene cord or butyl rubber foam cord. See Division 07, Section: Sealants and calking. 8. Spacers: Neoprene, EPDM or silicone blocks, or continuous extrusions, as required for compatibility with glazing sealant, of size, shape and hardness recommended by glass and sealant manufacturers for application indicated. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 088000 Glazing- 5 9. Glazing Gaskets: Compression gaskets, closed cell, neoprene, EPDM or silicone rubber composition designed to provide a water-resistant seal between glass and frame. 10. Edge Protection Tape for Laminated Glass: "Scotch Brand Cellophane Tape," manufactured by 3M Company. 11. Mirror-Setting Mastic: Mirro-Mastic by Palmer Products Corp. 12. Moisture-Resistant Paint for Frameless Mirror Glass: Palmer Products Corp., Mirro- Bac Paint. 13. Primers and Cleaning Agents: Type recommended by the sealant, glass, and glazing accessories manufacturer. PART 3 - EXECUTION 3.1 INSPECTION A. Verify that glazing frames are acceptable for the correct installation of glass and glazing accessories. B. Do not proceed with installation until conditions are satisfactory. Proceeding of installation constitutes acceptance of existing conditions and subsurface. 3.2 PREPARATION A. Clean glazing channels and other framing members to receive glass and plastic glazing, immediately before glazing. B. Remove coatings, which are not firmly bonded to substrates. Remove lacquer from metal surfaces where elastomeric sealants are indicated for use. 3.3 GLAZING A. Cut glass accurately to fit the openings and set with equal bearing around the entire pane. Install products using the recommendations of manufacturers of glass, sealants, gaskets, and other glazing materials, except where more stringent requirement is indicated, including those in “GANA Glazing Manual” and FGMA Glazing Manual. B. Apply primers to joint surfaces where required for adhesion of sealants. C. Protect glass from edge damage during handling and installation. D. Prevent glass from contact with contaminating substances that result from construction operations, such as weld splatter, fire-safing, or plaster. E. Install setting blocks of proper size in sill rabbet, located one quarter of glass width from each corner, but with edge nearest corner not closer than 6" from corner, unless otherwise required. Set blocks in thin course of sealant which is acceptable for heel bead use. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 088000 Glazing- 6 F. Provide spacers inside and out, of correct size and spacing to preserve required face clearances, for glass sizes larger than 50 united inches (length plus height), except where gaskets or glazing tapes with continuous spacer rods are used for glazing. Provide 1/8 in. minimum bite of spacers on glass and use thickness equal to sealant width, except with sealant tape use thickness slightly less than final compressed thickness of tape. G. Provide edge blocking to comply with requirements of referenced glazing standard, except where otherwise required by glass unit manufacturer. H. Provide compressible filler rods or equivalent back-up material, as recommended by sealant and glass manufacturers, to prevent sealant from extruding into glass channel weep systems and from adhering to joints back surface as well as to control depth of sealant for optimum performance, unless otherwise indicated. I. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. J. Tool exposed surfaces of sealants to provide a substantial wash away from glass. Install pressurized tapes and gaskets to protrude slightly out of channel, so as to eliminate dirt and moisture pockets. K. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage to ensure that gasket will not walk out when installation is subjected to movement. 1. Miter cut wedge-shaped gaskets at corners and install gaskets in manner recommended by gasket manufacturer to prevent pull away at corners. 2. Seal corner joints and butt joints with sealant recommended by gasket manufacturer. L. Remove and replace glass that is broken, chipped, cracked, or damaged in any way. M. Make all edge cuts “clean”. Do not nip, seam, swipe, stone, or strike edges. Do not knock- off flares. Do not bump, drag, or brush the edges of lites against sash or another hard object. Avoid scratching, particularly near an edge. N. Manufacturer's label showing compliance with fire code requirements, strength, grade, thickness, type and quality of glass shall remain on each piece of glass until it has been set and inspected. O. Install all glass by skilled glaziers, under the supervision of a qualified foreman. P. Unacceptable defects: 1. Impact chips, spalls, nipped edges. 2. Flake chips, or shark teeth deeper than 1/8 of glass thickness. 3. Serration hackle deeper than 1/8 of glass thickness. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 088000 Glazing- 7 Q. Do not attempt to cut, seam, nip or abrade glass which has been tempered or heat strengthened. 3.4 PROTECTION AND CLEANING A. Protect glass or plastic glazing from breakage immediately upon installation by use of crossed streamers attached to framing and held away from glass. B. Do not apply markers to surfaces of glass. Remove nonpermanent labels and clean surfaces. C. Protect glass and plastic glazing from contact with contaminating substances resulting from construction operations. If contaminating substances do come into contact with glass, remove immediately by method recommended by glass manufacturer. D. After glass has been inspected and approved, remove labels, wash and polish glass on both faces prior to Owner's acceptance of the project. 1. Comply with glass manufacturer's recommendations for cleaning materials and methods. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095100-1 SECTION 095100 ACOUSTICAL CEILINGS PART 1-GENERAL 1.1 SUMMARY A. Section includes suspended acoustical board ceilings and suspension system trim. 1.2 SUBMITTALS A. Product Data: Cut sheets, catalog information, technical data, charts and installation instructions. B. Samples: Acoustic boards, grid components, accessories. C. Shop Drawings: 1. Show layout of all acoustic ceilings. Accurately locate grid members, fixtures, grilles, fire protection devices, and all penetrations pension system trim. 2. Show typical details for all connections to abutting construction. 3. Identify each material and product, including suspension components. 4. Reproduced Contract Drawings are not acceptable for shop drawing submittal. B. Certificates: Submit certificates from manufacturers of acoustical ceiling units and suspension systems attesting their products comply with specification requirements. C. LEED Submittals: 1. Product Data for Credit MR 4.1: For products having recycled content, documentation indicating percentages by weight of postconsumer and pre - consumer recycled content. a. Include statement indicating costs for each product having recycled content. 2. Product Data for Credit EQ 4.1: For sealants, including printed statement of VOC content. 1.2 GENERAL A. Recycled Content: Provide acoustical panels with recycled content such that postconsumer recycled content plus one-half of pre-consumer recycled content constitutes a minimum of 20 percent by weight. 1.3 QUALITY ASSURANCE A. Requirements of regulatory agencies: 1. In addition to complying with other legal requirements, comply with: a. UL: Listing and labeling for all fire-rated assemblies. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095100-2 b. Fire Performance Characteristics: 2. Surface Burning Characteristics: As follows, tested per ASTM E 84. a. Flame Spread: 25 or less. (Class A) b. Smoke Developed: 50 or less. (Class A) 3. Fire Resistance Ratings: As indicated by reference to design designation in UL Fire Resistance Directory for floor, roof or beam assemblies; tested per ASTM E 119. Provide protection materials for lighting fixtures and air ducts to comply with requirements indicated for rated assembly. C. Coordination of Work: Coordinate layout and installation of acoustical ceiling units and suspension system components with other work supported by, or penetrating through, ceilings, including light fixtures, HVAC equipment, fire-suppression system components, and partition system. D. Allowable tolerances: Completed acoustical ceilings shall be level within 1/8 in. in 12 ft. 1.4 REFERENCE STANDARDS A. Except as otherwise specified herein or shown on the Drawings, comply with the latest editions of all applicable codes and regulations including the applicable requirements of the following Reference Standards and Codes which are hereby made a part of this Section, as they relate to the acoustical ceilings. 1. Florida Building Code, Latest Edition. 2. The Occupational Health and Safety Administration (OSHA) Code of Federal Regulations (CFR), Volume 29. 3. American Society for Testing and Materials (ASTM) Test Methods: a. ASTM C635 - Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings. b. ASTM C636 - Installation of Metal Ceiling Suspension Systems for Acoustical Tiles and Lay-in Panels. c. ASTM E84 - Surface Burning Characteristics of Building Materials. 1.5 PRODUCT HANDLING A. Store cartons open at each end to stabilize moisture content and temperature. B. Do not begin installation until materials required to complete a room or space are on the project site. 1.6 PROJECT CONDITIONS A. Environmental requirements: 1. Do not install acoustical materials until "wet" construction has been completed and Building is "dry". 2. Maintain humidity of 65% to 75% for 24 hours before and during installation of THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095100-3 acoustical materials, and for 24 hours after installation. 3. Maintain a uniform temperature in the range of 50 degrees F. to 70 degrees F. prior to and during installation of acoustical materials. 1.7 Extra Materials A. Furnish additional ceiling material for replacement and maintenance stock. Furnish each size, color, pattern, and type of material included in the work, from same manufactured lot as materials installed and enclosed in protective packaging with appropriate identifying labels. 1. ACT-1: 5% of footage installed, but not less than 200 S.F. (panels only) 2. ACT-2: 5% of footage installed, but not less than 200 S.F. (panels only) PART 2 - PRODUCTS 2.1 Refer to Section 09 51 13 PART 3 - EXECUTION 3.1 PREPARATION A. Coordination: Furnish layouts for inserts, clips, or other supports required to be installed by other trades for support of acoustical ceilings. B. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less-than-half width units at borders. 3.2 INSTALLATION A. General 1. Install ceilings in accordance with the manufacturer's written instructions, provisions of ASTM C636, and CISCA publication Acoustical Ceilings - Use and Practice, and a maximum deflection of 1/360th of the span between hangers. 2. Provide wall moldings at all places where tile abuts a vertical surface. 3. Install hangers, frames, rings and boxes furnished by other trades, as required. 4. Arrange acoustical units and orient directionally-patterned units with pattern running in one direction. 5. Install lay-in acoustical panels in coordination with suspension system, with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. 6. Install hold-down clips in all panels located within 20 feet of exterior doors or openings, or spaced as recommended by panel manufacturer, unless otherwise indicated or required. B. Suspension System: THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095100-4 1. Install suspension systems to comply with ASTM C 636, with hangers supported only from building structural members. Locate hangers not less than 6 in. from each end and spaced 4 ft. along each carrying channel or direct-hung runner, unless otherwise indicated, leveling to tolerance of 1/8 in. in 12 ft. 2. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum which are not part of supporting structural or ceiling suspension system. C. Suspension Wires: 1. Space suspension wires 48 in. o.c. maximum. 2. Attachment to structural elements: a. Metal decks: Double-wrap-tie each hanger suspension wire to a 16 in. length of No. 4 (1/2 in. dia.) steel reinforcing bar and drop wire through accurately spaced drilled or punched holes in metal decking. Align length of reinforcing bars across flutes of decking. b. Concrete slabs: Install looped or pigtail (corkscrew) type hanger suspension wires through accurately spaced drilled holes in slab formwork. Assure that loop or pigtail is standing vertical before concrete is placed. c. Wood framing: Double-wrap preformed eyelet type suspension wires around framing members and secure with a 10d nail through each eyelet, or, double- wrap straight wires around framing members and tie with three twists of wire around itself. 3. Do not make local kinks or bends in hanging wires as a means of leveling main carrying members. 4. At carrying channels, tightly form loops to prevent any vertical movement or rotation of carrying member within the loops. 5. At main runners, sharply bend and tightly wrap wires to prevent downward movement or slippage when ceiling loads are imposed. 6. Do not hang suspension wires more than 1 in 6 out of plumb unless counter- sloping wires are provided. 7. Do not attach to or bend wires around interfering material such as duct work. 8. Use trapeze suspension or equivalent devices where obstructions interfere with direct suspension. a. Trapeze suspension construction: Minimum, back-to-back 1-1/2 in. cold- formed channels for spans up to 6ft. D. Exposed Grid System: 1. Space main tee members at 24 in. o.c. for acoustical lay-in panels. 2. Support main tee members by hanger wires at 48 in. o.c. maximum. Secure wire thru tee with a double wrap and three twists. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095100-5 3. Accurately level all main tee members. 4. Space cross tee members at 24 in. o.c. perpendicular to main tee members, forming a 24 x 48 module or 24 x 24 module as required. 5. Provide separate hanger wire supports for all recessed fluorescent lighting fixtures. 6. Install edge moldings of type indicated at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. a. Attach wall moldings to perimeter wall surfaces with attachment at approximately 24 in. o.c. Miter all inside and outside corners. Butt joints will not be permitted. b. Apply continuous ribbon of acoustical sealant, concealed on back of vertical leg before installing moldings. c. Screw-attach moldings to substrate at intervals not over 16 in. o.c. and not more than 3 in. from ends, leveling with ceiling suspension system to tolerance of 1/8 in. in 12 ft. 7. Install acoustical lay-in boards within the exposed tee suspension system. a. Install lay-in boards in moldings with hold-down clips. 3.3 CARE AND CLEANING A. Upon completion, clean exposed surfaces of acoustical ceilings, including trim, edge moldings and suspension members, in a manner and with materials recommended by the manufacturer of the tile. Take care in handling, placing, and cleaning, as it is not intended to field paint the tile. B. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-1 SECTION 09 51 13 ACOUSTICAL PANEL CEILINGS OPTIMA Lay-in and Tegular PART 1 – GENERAL 1.1 RELATED DOCUMENTS Drawings and general conditions of Contract, including General and Supplementary Conditions and Divisions-1 Specification sections apply to work of this section. 1.2 SUMMARY A. Section Includes 1. Acoustical ceiling panels 2. Exposed grid suspension system 3. Wire hangers, fasteners, main runners, cross tees, and wall angle moldings 4. Perimeter Trim B. Related Sections 1. Section 09 23 00 – Gypsum Plastering 2. Section 09 29 00 – Gypsum Board 3. Section 09 51 00 – Acoustical Ceilings 4. Division 23 - HVAC Air Distribution 5. Division 26 - Electrical C. ALTERNATES 1. Prior Approval: Unless otherwise provided for in the Contract documents, proposed product substitutions may be submitted no later than TEN (10) working days prior to the date established for receipt of bids. Acceptability of a proposed substitution is contingent upon the Architect's review of the proposal for acceptability and approved products will be set forth by the Addenda. If included in a Bid are substitute products that have not been pre-approved by the architect and included in the Addenda, the originally specified products shall be provided without additional compensation. 2. Submittals that do not provide adequate data for the product evaluation will not be considered. The proposed substitution must meet all requirements of this section, including but not necessarily limited to, the following: Single source materials supplier s; Underwriters' Laboratories Classified Acoustical performance; Panel design, size, THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-2 composition, color, and finish; Suspension system component profiles and sizes; Compliance with the referenced standards. 1.3 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A 1008 Standard Specification for Steel, Sheet, Cold Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability 2. ASTM A 641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire 3. ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot- Dip Process 4. ASTM C 423 Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method 5. ASTM C 635 Standard Specification for Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings 6. ASTM C 636 Recommended Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels 7. ASTM D 3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber 8. ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials 9. ASTM E 580 Installation of Metal Suspension Systems in Areas Requiring Moderate Seismic Restraint 10. ASTM E 1111 Standard Test Method for Measuring the Interzone Attenuation of Ceilings Systems 11. ASTM E 1414 Standard Test Method for Airborne Sound Attenuation Between Rooms Sharing a Common Ceiling Plenum 12. ASTM E 1264 Classification for Acoustical Ceiling Products B. International Building Code C. ASHRAE Standard 62.1-2004, Ventilation for Acceptable Indoor Air Quality D. NFPA 70 National Electrical Code E. ASCE 7 American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures F. International Code Council-Evaluation Services - AC 156 Acceptance Criteria for Seismic Qualification Testing of Non-structural Components G. International Code Council-Evaluation Services Report - Seismic Engineer Report THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-3 1. ESR 1308 - Armstrong Suspension Systems H. International Association of Plumbing and Mechanical Officials - Seismic Engineer Report 1. 0244 - Armstrong Single Span Suspension System I. California Department of Public Health CDPH/EHLB/Standard Method v1.2 2017 J. LEED - Leadership in Energy and Environmental Design is a set of rating systems for the design, construction, operation, and maintenance of green buildings K. International Well Building Standard L. Mindful Materials M. Living Building Challenge N. U.S. Department of Agriculture BioPreferred program (USDA BioPreferred). O. Clean Rooms up to ISO Class 5 (Class 100) 1.4 SYSTEM DESCRIPTION A. Continuous/Wall-to-wall 1.5 SUBMITTALS A. Product Data: Submit manufacturer's technical data for each type of acoustical ceiling unit and suspension system required. B. Samples: Minimum 6-inch x 6-inch samples of specified acoustical panel; 8-inch-long samples of exposed wall molding and suspension system, including main runner and 4-foot cross tees. C. Shop Drawings: Layout and details of acoustical ceilings show locations of items that are to be coordinated with or supported by the ceilings. D. Acoustical Certifications: Manufacturer's certifications that products comply with specified requirements, including laboratory reports showing compliance with specified tests and standards. For acoustical performance, each carton of material must carry a n approved independent laboratory classification, such as Underwriter’s Laboratory (UL), of NRC, CAC, and AC. 1. If the material supplied by the acoustical subcontractor does not have an independent laboratory classification of acoustical performance on every carton, subcontractor shall be required to send material from every production run appearing on the job to an independent or NVLAP approved laboratory for testing, at the architect's or owner's discretion. All products not conforming to manufacturer's current published values must be removed, disposed of, and replaced with complying product at the expense of the Contractor performing the work. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-4 1.6 SUSTAINABLE MATERIALS A. Transparency: Manufacturers will be given preference when they provide documentation to support sustainable requirements for the following: Material ingredient transparency, Removal of Red List Ingredients per LBCV3, Life Cycle impact information, Low -Emitting Materials, and Clean Air performance. 1. Life cycle analysis. Products that have communicated lifecycle data through Environmental Product Declarations (EPDs) will be preferred. 2. End of Life Programs/Recycling: Where applicable, manufacturers that provide the option for recycling of their products into new products at end -of-life through take-back programs will be preferred. 3. Products meeting LEED V4 requirements including: i. Storage & Collection of Recyclables ii. Construction and Demolition Waste Management Planning iii. Building Life-Cycle Impact Reduction iv. Building Product Disclosure and Optimization Environmental Product Declarations v. Building Product Disclosure and Optimization Sourcing of Raw Materials vi. Building Product Disclosure and Optimization Material Ingredients vii. Construction and Demolition Waste Management 1.7 QUALITY ASSURANCE A. Single-Source Responsibility: Provide acoustical panel units and grid components by a single manufacturer to ensure fit and function. B. Installer Qualifications: Company specializing in performing specified work type, a minimum of three years of documented experience, and approved by the manufacturer. C. Fire Performance Characteristics: Identify acoustical ceiling components with appropriate markings of applicable testing and inspecting organization. D. Surface Burning Characteristics: Tested per ASTM E 84 and complying with ASTM E 1264 Classification. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver acoustical ceiling units to project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination, and other causes. B. Before installing acoustical ceiling units, permit them to reach room temperature and a stabilized moisture content. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-5 C. Handle acoustical ceiling units carefully to avoid chipping edges or damaging units in any way. 1.9 PROJECT CONDITIONS A. Space Enclosure: 1. HumiGuard Plus Ceilings: Building areas to receive ceilings shall be free of construction dust and debris. Products with HumiGuard Plus performance and hot dipped galvanized steel, aluminum or stainless-steel suspension systems can be installed up to 120°F (49°C) and in spaces before the building is enclosed, where HVAC systems are cycled or not operating. Cannot be used in exterior applications where standing water is present or where moisture will come in direct contact with the ceiling. 1.10 ALTERNATE CONSTRUCTION WASTE DISPOSAL A. Ceiling material being reclaimed must be kept dry and free from debris. B. Before disposing of ceilings, contact the Armstrong Recycling Center at 877-276-7876, select option #1 then #8 to review with a consultant the condition and location of building where the ceilings will be removed. The consultant will verify the condition o f the material and that it meets the Armstrong requirements for recycling. The Armstrong consultant will help facilitate the process to recycle the ceiling. C. Recycling may qualify for LEED Credits: 1. LEED 2009 - Category 4: Material and Resources (MR) i. Credit MRc2: Construction Waste Management 2. LEEDv4 - MRp2 i. Construction Waste Management Planning Qualifies as a material stream (non- structural) targeted for diversion. Ceilings will be source-separated and diverted through the Armstrong Ceiling Recycling Program. 3. LEEDv4-MRc5 i. Option 1: Divert ceilings to qualify for one of the 3 material streams (50%) ii. Option 2: Divert ceilings to qualify for one of the 4 material streams (75%) 1.11 WARRANTY A. Acoustical Panel: Submit a written warranty executed by the manufacturer, agreeing to repair or replace panels that fail within the warranty period. Failures include, but are not limited to the following: 1. Acoustical Panels with HumiGuard® Max and HumiGuard® Plus performance: sagging and warping THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-6 2. Acoustical panels with BioBlock® performance: growth of mold and mildew 3. Grid System: rusting and manufacturer's defects B. Warranty Period: 1. Ceiling System: Thirty (30) years from date of substantial completion C. The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under the requirements of the Contract D ocuments. 1.12 MAINTENANCE A. Extra Materials: Deliver extra materials to Owner. Furnish extra materials described below that match products installed. Packaged with protective covering for storage and identified with appropriate labels. 1. Acoustical Ceiling Units: Furnish quality of full-size units equal to 5.0 percent of amount installed. 2. Exposed Suspension System Components: Furnish quantity of each exposed suspension component equal to 2.0 percent of amount installed. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-7 PART 2 – PRODUCTS 2.1 MANUFACTURERS A. Ceiling Panels: 1. Armstrong World Industries, Inc. B. Suspension Systems: 1. Armstrong World Industries, Inc. 2.2 ACOUSTICAL CEILING UNITS A. Acoustical Panel Ceilings 1. Surface Texture: Smooth Texture 2. Composition: Fiberglass 3. Color: White 4. Size: i. 12” x 48 5. Edge Profile: Square Lay-in 6. Noise Reduction Coefficient (NRC) ASTM C 423 Classified w/ UL label on product carton: 0.95. 7. Ceiling Attenuation Class (CAC): ASTM C 1414; Classified with UL label on product carton: N/A, 26 8. Articulation Class (AC): ASTM E 1111; Classified with UL label on product carton: N/A, 180, 190 9. Flame Spread: ASTM E 1264; Class A 10. Light Reflectance (LR) White Panel: ASTM E 1477; 0.88 11. Dimensional Stability: HumiGuard Plus 12. Recycle Content: Up to 71% total recycled content. (Total recycled content: pre- consumer, post-consumer and post-industrial) 13. Life Cycle Assessment: Third Party Certified Environmental Product Declaration (EPD) 14. Basis of Design: OPTIMA Lay-in as manufactured by Armstrong World Industries, Inc. 15. Substitutions: Refer to Alternates in Part 1. 2.3 METAL SUSPENSION SYSTEMS A. Components: Main beams and cross tees, base metal and end detail, fabricated from commercial quality hot dipped galvanized steel complying with ASTM A 653. Main beams and cross tees are double-web steel construction exposed flange design. Exposed surfaces chemically cleansed, THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-8 capping prefinished galvanized steel in baked polyester paint. Main beams and cross tees shall have rotary stitching. 1. Structural Classification: ASTM C 635 Intermediate or Heavy Duty. 2. Color: White or match the actual color of the selected ceiling tile, unless noted otherwise. 3. Sustainability: Environmental Product Declaration (EPD), Health Product Declaration (HPD) 4. Basis of Design i. Silhouette XL 9/16” in Bolt Slot in Blizzard White (1/8” reveal) as manufactured by Armstrong World Industries, Inc. 5. Substitutions: Refer to Alternates in Part 1. B. Attachment Devices: Size for five times design load indicated in ASTM C 635, Table 1, Direct Hung unless otherwise indicated. C. Wire for Hangers and Ties: ASTM A 641, Class 1 zinc coating, soft annealed, with a yield stress load of at least time three design load, but not less than 12 gauge. D. Edge Moldings and Trim as manufactured by Armstrong World Industries, Inc. E. Accessories as manufactured by Armstrong World Industries, Inc. PART 3 – EXECUTION 3.1 EXAMINATION A. Do not proceed with installation until all wet work such as concrete, terrazzo, plastering and painting has been completed and thoroughly dried out, unless expressly permitted by manufacturer's printed recommendations. (Exception: HumiGuard Max Ceilings) 3.2 PREPARATION A. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less than half width units at borders and comply with reflected ceiling plans. Coordinate panel layout with mechanical and electrical fixtures. B. Coordination: Furnish layouts for preset inserts, clips, and other ceiling anchors whose installation is specified in other sections. 1. Furnish concrete inserts and similar devices to other trades for installation well in advance of time needed for coordination of other work. 3.3 INSTALLATION A. Follow manufacturer installation instructions. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095113-9 B. Install suspension system and panels in accordance with the manufacturer's instructions, and in compliance with ASTM C 636 and with the authorities having jurisdiction. C. Suspend main beam from overhead construction with hanger wires spaced 4 feet on center along the length of the main runner. Install hanger wires plumb and straight. D. Install wall moldings at intersection of suspended ceiling and vertical surfaces. Miter corners where wall moldings intersect or install corner caps. E. For reveal edge panels: Cut and reveal or rabbet edges of ceiling panels at border areas and vertical surfaces. F. Install acoustical panels in coordination with suspended system, with edges resting on flanges of main runner and cross tees. Cut and fit panels neatly against abutting surfaces. Support edges by wall moldings. 3.4 ADJUSTING AND CLEANING A. Replace damaged and broken panels. B. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members. Comply with manufacturer's instructions for cleaning and touch up of minor finish damage. Remove any ceiling products that cannot be successfully cleane d and or repaired. Replace with attic stock or new product to eliminate evidence of damage. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126-1 SECTION 09 51 26 WoodWorks Linear Veneered Open PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and general conditions of Contract, including General and Supplementary Conditions and Divisions-1 Specification sections apply to work of this section. 1.2 SUMMARY a) Section Includes: 1. WoodWorks Linear Veneered Open 2. Exposed grid suspension system. 3. Wire hangers, fasteners, main runners, cross tees, wall angle moldings and accessories. b) Related Sections: 1. Section 09 23 00 – Gypsum Plastering 2. Section 09 29 00 – Gypsum Board 3. Section 09 22 16 - Non-Structural Metal Framing 4. Divisions 15 - HVAC 5. Division 16 - Electrical Work c) Alternates 1. Prior Approval: Unless otherwise provided for in the Contract documents, submit proposed product substitutions no later than TEN (10) working days prior to the date established for receipt of bids. Acceptability of a proposed substitution is contingent upon the Architect’s review and acceptance. Approved products will be set forth by the Addenda. If a substitution is included in a Bid and is not approved by an Addendum, the specified products shall be provided as in place of the substitute without additional compensation. 2. Submittals, which do not provide adequate data for the product evaluation, will not be considered. The proposed substitution must meet all requirements of this section, including but not necessarily limited to, the following: Single source materials suppliers (if specified in Section 1.5); panel design, size, composition, color, and finish; suspension system component profiles and sizes; compliance with the referenced standards. 1.3 REFERENCES a) American Society for Testing and Materials (ASTM): 1. ASTM A 641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126-2 2. ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot- Dip Process. 3. ASTM A 1008 Standard Specification for Steel, Sheet, and Cold Rolled Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability. 4. ASTM C 635 Standard Specification for Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings. 5. ASTM C 636 Recommended Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels. 6. ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials. 7. ASTM E 580 Application of Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels in Areas Requiring Seismic Restraint. 8. ASTM C 423 Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method. 9. ASTM E 1264 Classification for Acoustical Ceiling Products. 10. Hardwood Plywood & Veneer Association (HPVA) 11. International Building Code 12. ASHRAE Standard 62 1 2004 Ventilation for Acceptable Indoor Air Quality 13. NFPA 70 National Electrical Code 14. ASCE 7 American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures 15. International Code Council-Evaluation Services - AC 156 Acceptance Criteria for Seismic Qualification Testing of Non-structural Components 16. International Code Council-Evaluation Services Report - Seismic Engineer Report A. ESR 1308 - Armstrong T-Bar or Dimensional Suspension 17. California Air Resources Board (CARB) compliant 18. LEED - Leadership in Energy and Environmental Design is a set of rating systems for the design, construction, operation, and maintenance of green buildings 1.4 SUBMITTALS a) Shop Drawings: Layout and details of ceilings. Show locations of items that are to be coordinated with or supported by the ceilings. b) Installation Instructions: Submit manufacturer’s installation instructions as referenced in Part three, Installation. c) Product Data: Submit manufacturer’s technical data for each type of ceiling unit and suspension system required. d) Samples: Real Wood Veneer on fire rated particle board – Semi-gloss tinted topcoat – Clear Finish THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126-3 e) Certifications: Manufacturer’s certifications that products comply with specified requirements, including laboratory reports showing compliance with specified tests and standards. f) Non-Conformance: All products not conforming to the requirements of this specification and or the manufacturer’s published values are to be disposed. The Contractor performing the work will replace with approved product at their expense. 1.5 QUALITY ASSURANCE a) Single-Source Responsibility: Provide ceiling panel units and grid components by a single manufacturer. b) Fire Performance Characteristics: Identify ceiling components with appropriate markings of applicable testing and inspecting organization. 1. Surface Burning Characteristics: As follows, tested per ASTM E-84 and complying with ASTM E 1264 for Class A products. 2. HPVA (Hardwood Plywood and Veneer Association) certification and audit program per ASTM E-84 tunnel test. c) Woodworking Standards: Manufacturer must comply with specified provisions of Architectural Woodworking Institute quality standards. d) Coordination of Work: Coordinate ceiling work with installers of related work including, but not limited to building insulation, gypsum board, light fixtures, mechanical systems, electrical systems, and sprinklers. 1.6 DELIVERY, STORAGE, AND HANDLING a) Store ceiling components in a dry interior location in their cartons prior to installation to avoid damage. Store cartons in a flat, horizontal position. The protectors between the panels should not be removed until installation. b) Do not store in unconditioned spaces with humidity greater than 55 percent or lower than 25 percent relative humidity and temperatures lower than 50 degrees F or greater than 86 degrees F. Panels must not be exposed to extreme temperatures, for example, close to a heating source or near a window with direct sunlight. c) Handle ceiling units carefully to avoid chipped edges or damage to units in any way. 1.7 PROJECT CONDITIONS a) Wood ceiling materials should be permitted to reach room temperature and have a stabilized moisture content for a minimum of 72 hours before installation. (Remove plastic wrap to allow panels to climatize). b) The wood panels should not be installed in spaces where the temperature or humidity conditions vary from the temperatures and conditions that will be normal in the occupied space. c) As interior finish products, the veneered panels are designed for installation in temperature conditions between 50 degrees F and 86 degrees F, in spaces where the building is enclosed, and HVAC systems are functioning and will be in continuous operation. Relative humidity should not fall below 25 percent or exceed 55 percent. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126-4 1.8 WARRANTY a) Veneered Wood Panel: Submit a written warranty executed by the manufacturer, agreeing to repair or replace panels that fail within the warranty period. Failures include, but are not limited to: 1. Veneered Wood Panels: Defects in materials or factory workmanship. 2. Grid System: Rusting and manufacturing defects. b) Warranty Period: 1. Veneered Wood panels: One (1) year from date of installation. 2. Grid: Ten years from date of installation. c) The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents. 1.9 MAINTENANCE a) Extra Materials: Deliver extra materials to Owner. Furnish extra materials described below that match products installed. Packaged with protective covering for storage and identified with appropriate labels. 1. Ceiling Units: Furnish quality of full-size units equal to 2.0 percent of amount installed. 2. Exposed Suspension System Components: Furnish quantity of each exposed suspension component equal to 1.0 percent of amount installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS a) Basis of Design WoodWorks Linear Veneered Open: 1. Armstrong World Industries, Inc. b) Suspension Systems: 1. Armstrong World Industries, Inc. 2.2.0 WOOD CEILING UNITS a) Ceiling Panels Type AP-1: • Surface Texture: Smooth • Composition: Real wood veneer on fire rated particle board • Finish(s): Real Wood Veneer • Plain Slice Walnut (NWN) THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126-5 Panel Width Size(s): With 3/4” reveal Plank to Plank @ Width • 4-inch (O.C.): 3-3/4-inch Plank Width (Actual) Panel Length Size(s): With no reveal @ Length • 96-inch (Actual) WoodWorks Linear Veneered Open Options: • 3/4” – (3-3/4”) – 3/4" [6440F01W1 ] • Acoustical Performance Infill Options: • Calla Square Lay-in panel - Item 2820BK • School Zone Fine Fissured - Item 1713BL • Back Stage Noir - Item 1318 • BioAcoustic Infill Panels - Item 5823 • Fiberglass Infill Panel – Item 8200T10 • Or similar approved. • Flame Spread: Class A: ASTM E84 surface burning characteristics. Flame Spread Index 25 or less. Smoke Developed Index 50 or less. CAN/ULC S102 surface burning characteristics. Flame Spread Rating 25 or less. Smoke Developed Classification 50 or less. • Acceptable Product: WoodWorks Linear Veneered Open – items [6440F01W1] and [66460F01W1] as manufactured by Armstrong World Industries. b) Accessories: 1. Backer Clip - Item 5687 2. Tee Bar Hook – Item 5986 3. Wood Screws – Item 7123PKG300 4. Safety Cable – Item 6091 5. Support Hanger – Item SH12 6. Beam End Retaining Clip – Item BERC2 7. WoodWorks Linear Veneered Open Grid Tee Snap-in Clip – Item 5373 2.2.1 SUSPENSION SYSTEMS c) Components: All main beams and cross tees shall be commercial quality hot dipped galvanized steel as per ASTM A653. Main beams and cross tees are double-web steel construction with 15/16-inch type exposed flange design. Exposed surfaces chemically cleansed, capping prefinished galvanized steel in baked polyester paint. Main beams and cross tees shall have rotary stitching. 1. Structural Classification: ASTM C635 (Heavy Duty) THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126-6 2. Color: Tech Black. 3. Acceptable Product: 12’ HD Linear Carriers for 4-1/2” modules 5370, 12’ HD Linear Carriers for 6” modules 5371, Prelude XL 2’ Cross Tee XL7328BL (for discontinuous/cloud applications) as manufactured by Armstrong World Industries, Inc. 4. 12-Gauge Hanger Wire – Item 7891 d) Attachment Devices: Size for five times design load indicated in ASTM C 635, Table 1, Direct Hung unless otherwise indicated. e) Wire for Hangers and Ties: ASTM A641, Class 1 zinc coating, soft temper, pre - stretched, with a yield stress load of at least times-three design load, but not less than 12 gauge. f) Accessories/Edge Moldings and Perimeter Trim: a. Shadow Molding (seismic) - Item7823 b. Angle Molding – Item 7805 c. WoodWorks Linear Veneered Open Grid Tee Snap-In Clip – Item 5373 d. 4” Veneered Trim with 4 Clips – item 6481F07W1H4_ _ _ (Finish Suffix available: NWM, NWA, NOK, NPC, NWN, NVF, NRO, NQW, NQS, NWM) - W/Real Wood Edgebanding e. 6” Veneered Trim with 4 Clips – item 6481F07W1H6_ _ _ (Finish Suffix available: NWM, NWA, NOK, NPC, NWN, NVF, NRO, NQW, NQS, NWM) - W/Real Wood Edgebanding f. 8” Veneered Trim with 4 Clips – item 6481F07W1H8_ _ _ (Finish Suffix available: NWM, NWA, NOK, NPC, NWN, NVF, NRO, NQW, NQS, NWM) - W/Real Wood Edgebanding g. 4” Veneered Trim with 4 Clips – item 6481F01W1H4_ _ _ (Finish Suffix available: NMP, NLC, CWA, CRW) - W/Faux Wood Edgebanding h. 6” Veneered Trim with 4 Clips – item 6481F01W1H6_ _ _ (Finish Suffix available: NMP, NLC, CWA, CRW) - W/Faux Wood Edgebanding i. 8” Veneered Trim with 4 Clips – item 6481F01W1H8_ _ _ (Finish Suffix available: NMP, NLC, CWA, CRW) - W/Faux Wood Edgebanding j. Axiom Slip Joint - AXSJ k. Replacement Trim Clip – Item 5925 l. Adjustable Trim Clip – Item 7239 m. Axiom Vector Straight Trim - Recommend in Black 6” and up – AX_VESTR_ _ (Finish Suffix Recommended: BL, SG, MY) n. Axiom Vector Curved Trim - Recommend in Black 6” and up – AX_VECUR_ _ (Finish Suffix Recommended: BL, SG, MY)) o. WoodWorks Edgebanding (Coordinating Faux Wood) – Item 6408_ _ _ (Finish Suffix available: All) PART 3 - EXECUTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126-7 3.1 EXAMINATION a) Do not proceed with installation until all wet work such as concrete, terrazzo, plastering and painting has been completed and thoroughly dried out. b) Proper designs for both supply air and return air, maintenance of the HVAC filters and building interior space are essential to minimize soiling. Before starting the HVAC system, make sure supply air is properly filtered and the building interior is free o f construction dust. 3.2 PREPARATION a) Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less than half width units at borders and comply with reflected ceiling plans. Coordinate panel layout with mechanical and electrical fixtures. b) WoodWorks ceiling materials should be permitted to reach room temperature and have a stabilized moisture content for a minimum of 72 hours before installation. (Remove plastic wrap to allow panels to climatize). 3.3 INSTALLATION a) Interior WoodWorks products, the veneered wood panels are designed for installation in temperature conditions between 50 degrees F and 86 degrees F, in spaces where the building is enclosed, and HVAC systems are functioning and will be in continuous operation. Relative humidity should not fall below 25 percent or exceed 55 percent. b) Install suspension system and panels in compliance with ASTM C636, ASTM E580, with the approval of the authorities having jurisdiction, and in accordance with the manufacturer’s WoodWorks Linear Veneered Panels Installation Instructions. 3.4 ADJUSTING AND CLEANING a) Replace damaged and broken panels. b) Clean exposed surfaces of ceilings panels, including trim, edge moldings, and suspension members. Comply with manufacturer’s instructions for cleaning and touch up of minor finish damage. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126.1-1 SECTION 09 51 26.1 WoodWorks Veneered Wall Panels PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and general conditions of Contract, including General and Supplementary Conditions and Divisions-1 Specification sections apply to work of this section. 1.2 SUMMARY a) Section Includes: 1. WoodWorks Veneered Wall Panels 2. Installation components and finish accessories. b) Related Sections: 1. Section 09 23 00 – Gypsum Plastering 2. Section 09 29 00 – Gypsum Board 3. Section 09 22 16 - Non-Structural Metal Framing 4. Divisions 15 - HVAC 5. Division 16 - Electrical Work c) Alternates 1. Prior Approval: Unless otherwise provided for in the Contract documents, submit proposed product substitutions no later than TEN (10) working days prior to the date established for receipt of bids. Acceptability of a proposed substitution is contingent upon the Architect’s review and acceptance. Approved products will be set forth by the Addenda. If a substitution is included in a Bid and is not approved by an Addendum, the specified products shall be provided as in place of the substitute without additional compensation. 2. Submittals, which do not provide adequate data for the product evaluation, will not be considered. The proposed substitution must meet all requirements of this section, including but not necessarily limited to, the following: Single source materials suppliers (if specified in Section 1.5); panel design, size, composition, color, and finish; suspension system component profiles and sizes; compliance with the referenced standards. 1.3 REFERENCES a) American Society for Testing and Materials (ASTM): 1. ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials. 2. ASTM C 423 Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method. 3. Hardwood Plywood & Veneer Association (HPVA) THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126.1-2 4. International Building Code 5. ASHRAE Standard 62 1 2004 Ventilation for Acceptable Indoor Air Quality 6. NFPA 70 National Electrical Code 7. ASCE 7 American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures 8. California Air Resources Board (CARB) compliant 9. LEED - Leadership in Energy and Environmental Design is a set of rating systems for the design, construction, operation, and maintenance of green buildings 1.4 SUBMITTALS a) Shop Drawings: Layout and details of walls. Show locations of items that are to be coordinated with or supported by the walls. b) Installation Instructions: Submit manufacturer’s installation instructions as referenced in Part three, Installation. c) Product Data: Submit manufacturer’s technical data for each type of wall unit and framing structure required. d) Samples: Real Wood Veneer on fire rated particle board - Semi-gloss tinted topcoat – Clear Finish e) Certifications: Manufacturer’s certifications that products comply with specified requirements, including laboratory reports showing compliance with specified tests and standards. f) Non-Conformance: All products not conforming to the requirements of this specification and or the manufacturer’s published values are to be disposed. The Contractor performing the work will replace with approved product at their expense. 1.5 QUALITY ASSURANCE a) Single-Source Responsibility: Provide wall panel units and grid components by a single manufacturer. b) Fire Performance Characteristics: Identify wall components with appropriate markings of applicable testing and inspecting organization. 1. Surface Burning Characteristics: As follows, tested per ASTM E-84 and complying with ASTM E 1264 for Class C products. 2. HPVA (Hardwood Plywood and Veneer Association) certification and audit program per ASTM E-84 tunnel test. c) Woodworking Standards: Manufacturer must comply with specified provisions of Architectural Woodworking Institute quality standards. d) Coordination of Work: Coordinate wall work with installers of related work including, but not limited to building insulation, gypsum board, light fixtures, mechanical systems, electrical systems, and sprinklers. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126.1-3 1.6 DELIVERY, STORAGE, AND HANDLING a) Store wall components in a dry interior location in their cartons prior to installation to avoid damage. Store cartons in a flat, horizontal position. The protectors between the panels should not be removed until installation. b) Do not store in unconditioned spaces with humidity greater than 55 percent or lower than 25 percent relative humidity and temperatures lower than 50 degrees F or greater than 86 degrees F. Panels must not be exposed to extreme temperatures, for example, close to a heating source or near a window with direct sunlight. c) Handle wall units carefully to avoid chipped edges or damage to units in any way. 1.7 PROJECT CONDITIONS a) Wood wall materials should be permitted to reach room temperature and have a stabilized moisture content for a minimum of 72 hours before installation. (Remove plastic wrap to allow panels to climatize). b) The wood panels should not be installed in spaces where the temperature or humidity conditions vary from the temperatures and conditions that will be normal in the occupied space. c) As interior finish products, the Veneered wood panels are designed for installation in temperature conditions between 50 degrees F and 86 degrees F, in spaces where the building is enclosed, and HVAC systems are functioning and will be in continuous operation. Relative humidity should not fall below 25 percent or exceed 55 percent. 1.8 WARRANTY a) WW Grille Veneered Wall Panels: Submit a written warranty executed by the manufacturer, agreeing to repair or replace panels that fail within the warranty period. Failures include, but are not limited to: 1. WW Veneered Wall Panels: Defects in materials or factory workmanship. b) Warranty Period: 1. WW Veneered Wall Panels: One (1) year from date of installation. c) The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents. 1.9 MAINTENANCE THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126.1-4 a) Extra Materials: Deliver extra materials to Owner. Furnish extra materials described below that match products installed. Packaged with protective covering for storage and identified with appropriate labels. 1. Wall Units: Furnish quality of full-size units equal to 2.0 percent of amount installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS a) Basis of Design WoodWorks Veneered Walls Panels: 1. Armstrong World Industries, Inc. 2.2.0 WOOD WALL UNITS a) Wall Panels Type AP-1: 1. Surface Texture: Smooth 2. Composition: Real wood veneer on fire rated particle board 3. Finish(s): Real Wood Veneer • Plain Slice Walnut (NWN) 4. Panel Size(s): • 23 ¾ x 47 ¾ x ¾” • 23 ¾ x 95 ¾ x ¾” • 23 ¾ x 107 ¾ x ¾” • 23 ¾ x 119 ¾ x ¾” 5. Suspension System options: • 120” Walls Splines 663910__ • 2” Z-Clip 5672 • 72” Z-Clip 5673 6. Flame Spread: Class A: ASTM E84 surface burning characteristics. Flame Spread Index 25 or less. Smoke Developed Index 50 or less. CAN/ULC S102 surface burning characteristics. Flame Spread Rating 25 or less. Smoke Developed Classification 50 or less. 7. Acceptable Product: WoodWorks Wall Panels– items 5814F01__ E1___, 5818F01__E1___, 5819F01__E1___ and 5820F01__E1___ [with Square E1 edge) OR items 5814F01__ E4___, 5818F01__E4___, 5819F01__E4___ and 5820F01__E4___ [with Kerfed E4 edge) as manufactured by Armstrong World Industries. 2.2.1 SUSPENSION SYSTEMS THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 095126.1-5 a) Refer to Armstrong WoodWorks Wall Panels Installation Instructions b) Accessories and Perimeter Trim: a. 5855 WoodWorks Wall Trim Base Molding 4 x 95” (Non-FSC) b. 5856 WoodWorks Wall Trim Base Molding 6 x 95” (Non-FSC) c. 5849 WoodWorks Wall Trim Finish Molding 1.150 x 126” d. 5907 WoodWorks Wall Trim Finish Molding 1.875 x 126” e. 5867 WoodWorks Wall Trim Inside Corner 126” f. 5851 WoodWorks Walls Trim Peak Corner 126” g. 5852 WoodWorks Wall Trim Bullnose Corner 126” PART 3 - EXECUTION 3.1 EXAMINATION a) Do not proceed with installation until all wet work such as concrete, terrazzo, plastering and painting has been completed and thoroughly dried out. b) Proper designs for both supply air and return air, maintenance of the HVAC filters and building interior space are essential to minimize soiling. Before starting the HVAC system, make sure supply air is properly filtered and the building interior is free o f construction dust. 3.2 PREPARATION a) Measure each wall area and establish layout of acoustical units to balance border widths at opposite edges of each wall. Avoid use of less than half width units at borders and comply with wall elevations. Coordinate panel layout with mechanical and electrical fixtures. b) WoodWorks wall materials should be permitted to reach room temperature and have a stabilized moisture content for a minimum of 72 hours before installation. (Remove plastic wrap to allow panels to climatize). 3.3 INSTALLATION a) Interior WoodWorks products, the veneered wood panels are designed for installation in temperature conditions between 50 degrees F and 86 degrees F, in spaces where the building is enclosed, and HVAC systems are functioning and will be in continuous operation. Relative humidity should not fall below 25 percent or exceed 55 percent. 3.4 ADJUSTING AND CLEANING a) Replace damaged and broken panels. b) Clean exposed surfaces of walls panels, including trim, edge moldings, and suspension members. Comply with manufacturer’s instructions for cleaning and touch up of minor finish damage. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 096513 Resilient Base and Accessories -1 SECTION 09 65 13 RESILIENT BASE AND ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section includes wall base 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples: Manufacturer's color charts consisting of actual tiles or sections of tiles showing full range of colors and patterns available for each type of resilient floor tile and base indicated. C. Sample warranty 1.3 QUALITY ASSURANCE A. Single-Source Responsibility: Obtain each type, color, and pattern from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. B. Fire-Test-Response Characteristics: Provide resilient stair accessories with a critical radiant flux classification of Class I, not less than 0.45 W/sq. cm, as determined by testing identical products per ASTM E 648 by a testing and inspecting agency acceptable to authorities having jurisdiction. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Site in original unopened containers each bearing names of product and manufacturer, project identification, and shipping and handling instructions. B. Store materials in dry spaces protected from the weather. Maintain ambient temperatures between 50- and 90-degrees F. C. Store base on flat surfaces. 1.5 PROJECT CONDITIONS A. Condition materials in spaces where they will be installed a minimum of 48 hours prior to installation. B. Install resilient products after other finishing operations, including painting, have been completed. 1.6 EXTRA MATERIALS A. Furnish not less than 30 linier feet of each type, color, pattern, and size of resilient product installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: 1. Armstrong THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 096513 Resilient Base and Accessories -2 2. Johnsonite 3. Burkemercer Flooring Products 4. Roppe Rubber Corporation 5. Flexco Co. 6. Mannington 7. Or similar approved. 2.2 MATERIALS A. Rubber Cove Base: 4 inches in height by roll stock and 1/8-inch thick, ribbed back, rounded top, and set on type. (4-foot length base material is not acceptable.) 1. Provide molded corners 4 inches in height by 4 inches in length each way for external corners. 2. Smokey Gray: R48SG or similar approved. B. Adhesive: Recommended by manufacturer PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances, moisture content, and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Prepare substrates according to manufacturer's written recommendations to ensure adhesion of resilient products. B. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. C. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, and dust. Proceed with installation only after unsatisfactory conditions have been corrected. 3.3 RESILIENT WALL BASE INSTALLATION A. Apply wall base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. B. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 096513 Resilient Base and Accessories -3 C. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. D. Do not stretch wall base during installation. E. On masonry surfaces or other similar irregular substrates, fill voids along top edge of wall base with manufacturer's recommended adhesive filler material. F. Premolded Corners: Install premolded corners before installing straight pieces. G. Job-Formed Corners: 1. Outside Corners: Use straight pieces of maximum lengths possible. Form without producing discoloration (whitening) at bends. Shave back of base at points where bends occur and remove strips perpendicular to length of base that are only deep enough to produce a snug fit without removing more than half the wall base thickness. 2. Inside Corners: Use straight pieces of maximum lengths possible. Form by cutting an inverted V-shaped notch in toe of wall base at the point where corner is formed. Shave back of base where necessary to produce a snug fit to substrate. 3.4 CLEANING AND PROTECTION A. Perform the following operations immediately after completing resilient product installation: 1. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum surfaces thoroughly. 3. Damp-mop surfaces to remove marks and soil. a. Do not wash surfaces until after time period recommended by manufacturer. B. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer. END OF SECTION THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 102641-1 SECTION 102641 TSS BR FIBERGLASS PANELS PART 1 - GENERAL 1.1 SECTION INCLUDES A. TSS Total Armor Bullet Resistant Fiberglass. 1.2 REFERENCES A. Underwriters Laboratory UL 752-Standard for Bullet Resisting Equipment. B. ASTM C 1172 - Standard Specification for Laminated Architectural Flat Glass. C. ASTM E119-98-Standard Test Methods for Fire Tests of Building Construction and Materials, D. MIL-P-46593A-Numerical simulation of ballistic impact on composite laminates, E. MIL-STD-622F-V50 Ballistic Test for Armor. 1.3 ACTION SUBMITTALS A. Refer to Section [01 33 00 Submittal Procedures] B. Product Data: Including manufacturer recommended installation instructions. C. Shop Drawings: Include plans, elevations, sections, details, attachment to other work. D. Samples: For each exposed glazing type. 1.4 INFORMATION SUBMITTALS A. Product Test Reports: Indicating compliance with requirements B. Warranty: Sample of warranty 1.5 CLOSEOUT SUBMITTALS A. Refer to Section [01 78 00 Closeout Submittals] B. Maintenance data. 1.6 DELIVERY, STORAGE AND HANDLING A. Refer to Section [01 60 00 Product Requirements] B. Deliver materials to the project site with the manufacturer’s UL Listed Labels intact and legible. Handle the materials with care to prevent damage. Store materials inside and under cover, stack flat and off floor. Project conditions (temperature, humidity, and ventilation) shall be within the maximum limit recommendations provided by manufacturer. Do not install products stored in conditions outside manufacturer’s recommended limits. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 102641-2 1.7 WARRANTY A. Workmanship Warranty: All materials shall be warranted against defects for a period of [1] year for the date of receipt at the project site. Provide certificates of manufacturer’s standard limited warranty with closeout documents. B. Finish Warranty: Manufacturer’s warranty against deterioration of factory finishes for the period of [1] year from the date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURED UNITS A. Basis of Design: 1. Subject to compliance with requirements, provide products by the following: a. Total Security Solutions, Inc., 935 Garden Lane, Fowlerville, MI 48836, 866 734-6277. Attn: Sales Department, sales@tssbulletproof.com. Web: www.tssbulletproof.com. 2. Subject to compliance with requirements, manufacturers of products of equivalent design may be acceptable if approved in accordance with [Section 01 25 00 Substitution Procedures] 2.2 BULLET RESISTANT ALL GLASS GLAZING A. Through the design, manufacturing techniques and material application, the TSS Total Armor Bullet Resistant Fiberglass panels shall be made of multiple layers of woven roving ballistic grade fiberglass cloth impregnated with a thermoset polyester resin and compressed into flat rigid sheets. B. TSS Total Armor Bullet Resistant Fiberglass will be rated and tested for UL 752 and NIJ— 0108.01 at the Level indicated by the product selected C. TSS Total Armor Bullet Resistant Fiberglass Panels in UL 752 tested and rated Levels 3 shall be available. 2.3 FABRICATION A. Tolerances: All joints and connections shall be tight, providing hairline joints and true alignment of adjacent members. PART 3 - EXECUTION 3.1 PREPARATION A. Prior to beginning installation, verify that areas have been prepared as required by the Contract Documents and architectural drawings, and Shop Drawings have been approved. THE CITY OF SUNNY ISLES BEACH PROJECT NO. 21-1011 BUILDING DEPARTMENT RELOCATION TO ANNEX Project No. 21-1011 November 2024 102641-3 B. Notify Architect of any unsatisfactory preparation that is responsibility of others. C. Clean and prepare all surfaces per manufacturers recommendations as required for achieving the best results for the substrate under the project conditions. D. Do not begin installation of material until all unsatisfactory conditions have been resolved and approved by Architect. 3.2 INSTALLATION A. Do not begin installation until areas have been verified and surfaces properly prepared in accordance with Drawings. B. Install in accordance with manufacturer’s instructions and UL 752. Set all equipment plumb. C. Apply sealant in accordance with manufacturer's recommendations as indicated in installation instructions. D. Remove excess sealant and leave exposed surfaces clean and smooth 3.3 PROTECTION A. Clean and protect material from damage during ongoing construction operations. If damage occurs, remove and replace as required to provide voice ports in their original, undamaged condition. B. Inspection and Cleaning: Verify installation is complete and complies with manufacturer’s requirements. C. Provide final cleaning of product and accessories, removing excess sealant, labels and protective covers. D. Touch-up, repair or replace damaged products prior to Substantial Completion. END OF SECTION TECHNICAL SPECIFICATIONS THE CITY OF SUNNY ISLES BEACH BUILDING DEPARTMENT RELOCATION TO ANNEX TABLE OF CONTENTS DIVISION 01 – GENERAL REQUIREMENTS 01 01 10 Site Conditions 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 26 13 Requests for Interpretation/Information 01 31 00 Project Management and Coordination 01 32 16 Construction Schedule 01 33 00 Request for Information (RFI) 01 43 00 Quality Assurance 01 45 29 Testing Laboratory Services 01 50 00 Temporary Facilities and Controls 01 56 00 Temporary Barriers and Enclosures 01 64 00 Substitutions and Product Options 01 73 20 Selective Demolition 01 73 29 Cutting and Patching 01 74 00 Cleaning and Waste Management 01 78 00 Closeout Submittals 01 78 36 Warranties 01 91 13 Commissioning General Requirements DIVISION 02 – EXISTING CONDITIONS 02 11 00 Clearing and Land Preparation 02 21 00 Site Survey 02 22 00 Existing Condition Assessment 02 23 00 Roadway Excavation, Backfill and Compaction 02 23 20 Lime rock Base 02 28 40 Soil Treatment 02 30 00 Subsurface Investigations 02 32 00 Geotechnical Investigation 02 41 19 Selective Demolition 02 57 70 Pavement Markings and Traffic Signs 02 74 50 Pavement Removal and Replacement 02 77 00 Curbs and Gutters 02 82 00 Asbestos Abatement 02 83 00 Lead Remediation DIVISION 03 – CONCRETE 03 10 00 Concrete Formwork and Access 03 11 00 Concrete Forming 03 15 00 Concrete Accessories 03 20 00 Concrete Reinforcement 03 21 00 Reinforcing Steel 03 30 00 Cast-in-Place Concrete 03 31 00 Structure Concrete DIVISION 03 – CONCRETE (Cont.) 03 35 00 Concrete Finishing 03 39 00 Concrete Curing 03 47 00 Site Concrete 03 53 00 Concrete Floor Topping 03 62 00 Non-Shrink Grouting 03 81 00 Concrete Cutting DIVISION 04 –MASONRY 04 22 00 Concrete Unit Masonry DIVISION 05 – METALS 05 12 00 Structural Steel Framing 05 14 00 Structure Aluminum Framing 05 30 00 Metal Decking 05 40 00 Cold-Formed Metal Framing 05 50 00 Miscellaneous Metals 05 51 00 Fixed Metal Ladders 05 52 00 Metal Railing DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES 06 10 00 Rough Carpentry DIVISION 07 – THERMAL AND MOISTURE PROTECTION 07 21 00 Thermal Insulation 07 22 00 Roof and Decking Insulation 07 26 00 Vapor Retarder 07 27 00 Thermal and Air Barrier Wall System 07 42 43 Trespa Pura Composite Wall Panels 07 62 00 Flashing and Sheet Metal 07 72 00 Roof Accessories 07 84 00 Fire Stopping and Smoke Barrier Caulking 07 90 00 Joint Protection 07 92 00 Sealants and Caulking 07 92 10 Joint Sealants 07 95 00 Expansion Control DIVISION 08 – OPENINGS 08 11 13 Hollow Metal Doors and Frames 08 34 53 Glass Door (Bulletproof) 08 44 13 Glazed Aluminum Curtain Walls 08 56 53 Transaction Window (Bulletproof) 08 71 00 Door Hardware 08 80 00 Glazing 08 91 00 Louvers DIVISION 09 – FINISHES 09 22 16 Non-Structural Metal Framing 09 23 00 Gypsum Plastering 09 24 23 Portland Cement Stucco 09 29 00 Gypsum Board DIVISION 09 – FINISHES (Cont.) 09 30 00 Tiling 09 51 00 Acoustical Ceilings 09 51 13 Acoustic Ceiling Tile Optima Lay-in 09 51 26 WoodWorks Linear Veneered Open 09 51 26.1 WoodWorks Veneered Wall Panels 09 65 13 Resilient Base and Accessories 09 68 13 Tile Carpeting 09 91 00 Painting DIVISION 10 – SPECIALTIES 10 14 23 Panel Signage 10 22 26 Operable Partitions Acoustic-Seal 10 26 00 Wall and Door Protection 10 26 41 Fiberglass (Bulletproof) 10 28 00 Toilet-Bath and Laundry Accessories 10 73 13 Awning DIVISION 11 – EQUIPMENT 11 26 00 Unit Kitchens DIVISION 12 – FURNISHINGS 12 35 00 Specialty Casework 12 36 16 Stainless Steel Countertop (Bulletproof) 12 36 51 Laboratory Work Surfaces 12 46 00 Furnishing Accessories 12 48 00 Entrance Mats 12 59 00 System Furniture DIVISION 13 – SPECIAL CONSTRUCTION NOT USED DIVISION 14 – CONVEYING EQUIPMENT NOT USED DIVISION 15 – MECHANICAL 15 05 00 Basic Mechanical Materials and Methods 15 05 00 Common Work Result for HVAC 15 05 50 Basic Piping Materials and Methods 15 07 50 Identification for Plumbing Piping and Equipment 15 08 90 Identification for HVAC Piping and Equipment 15 10 00 Valves 15 14 00 Supports and Anchors 15 24 10 Vibration Controls for HVAC Piping and Equipment 15 25 00 HVAC Insulation 15 31 00 Fire Protection System. Piping, Fittings and Valves 15 32 50 Wet Pipe Fire Sprinkler System 15 37 10 Commercial Kitchen Hoods 15 40 50 Sanitary Waste and Vent Piping 15 41 00 Plumbing Piping 15 43 00 Plumbing Specialties 15 44 00 Plumbing Fixtures 15 81 00 Metal Ducts 15 85 00 Air Duct Accessories 15 85 40 Split System Air Conditioner 15 90 00 Instrumentation and Control for HVAC 15 99 50 Testing Adjusting and Balancing for HVAC DIVISION 16 – ELECTRICAL 16 10 00 Basic Materials and Methods 16 11 10 Conduits 16 12 00 Conductors and Cables DIVISION 16 – ELECTRICAL (Cont.) 16 13 00 Raceways and Boxes 16 14 00 Wiring Devices 16 16 40 Panel Boards 16 17 00 Grounding 16 19 00 Supporting Devices 16 19 50 Electrical Identification 16 23 10 Emergency Standby Generator 16 41 50 Transient Voltage Surge Suppressors 16 44 10 Safety and Disconnects Switches 16 51 10 Interior Lighting 16 52 00 Exterior Lighting 16 72 30 Fire Alarm System 16 95 00 Testing and Demonstration CIVIL 02510 CONCRETE WALKWAYS ETC. 02780 BRICK PAVERS RESET BRICK AND VARIOUS PAVERS REPORT FOR: LIMITED ASBESTOS PRE‐RENOVATION SURVEY FORMER TONY ROMA’S/ FUTURE CSIB OFFICES PROJECT LOCATION: 18050 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 PREPARED FOR: MR. RICK LABINSKY, PE, CITY ENGINEER THE CITY OF SUNNY ISLES BEACH 18070 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 PREPARED BY: GALLAGHER BASSETT SERVICES, INC. 14361 COMMERCE WAY, SUITE 206 MIAMI LAKES, FLORIDA 33016 DECEMBER 4, 2023 PROJECT NO. 23007‐0390 Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 Prepared by: Gallagher Bassett Services, Inc. page i Former Tony Roma’s/ Future CSIB Offices Project Location: 18050 Collins Avenue Sunny Isles Beach, Florida 33160 Prepared for Mr. Rick Labinsky City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 Prepared by: Gallagher Bassett Technical Services 14361 Commerce Way, Suite 206 Miami Lakes, Florida 33016 December 4, 2023 Project No. 23007‐0390 The following personnel have prepared and/or reviewed this report for accuracy, content, and quality of presentation. Prepared by: Gallagher Bassett Services, Inc. James Ebanks Staff Professional Reviewed by: Gallagher Bassett Services, Inc. Timothy Lentz, PG, LAC License: #AX84 Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 Prepared by: Gallagher Bassett Services, Inc. Table of Contents TABLE OF CONTENTS 1.0 SUMMARY ......................................................................................................................................... 1 2.0 METHODS .......................................................................................................................................... 2 3.0 SURVEY AREA DESCRIPTION AND OBSERVATIONS ........................................................................... 3 4.0 RESULTS............................................................................................................................................. 3 5.0 CONCLUSIONS ................................................................................................................................... 4 APPENDICES Appendix A Summary Tables of Sample Results, Laboratory Reports, and Chain of Custody Forms Appendix B Figures Appendix C Photo Log Appendix D Certifications: Inspector, Company, and Laboratory Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 Prepared by: Gallagher Bassett Services, Inc. Page 1 Dear Mr. Labinsky: Gallagher Bassett Technical Services (GBTS) was retained by The City of Sunny Isles Beach (Client) to conduct an asbestos survey of the Former Tony Roma’s/ Future CSIB Offices (subject area) located at 18050 Collins Avenue in Sunny Isles Beach, Florida. The survey was performed on November 29, 2023 by Andrew Grupenhoff of GBTS (certified under the Asbestos Hazard Emergency Response Act, (AHERA). The purpose of this asbestos survey was to identify the presence, extent, and condition of asbestos‐containing materials (ACM) for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Miami‐ Dade County and applicable State and Federal Guidelines. 1.0 SUMMARY GBTS collected a total of 26 samples of the following materials:  White plaster wall  Gray terrazzo floor tile  Brown wood texture ceramic floor tile  Brown brick partition wall  Beige ceramic tile and grout  Yellow carpet glue  Red epoxy flooring  White plaster ceiling joint  Blue DWS  White 2’x4’ drywall ceiling tile Asbestos was not found in amounts greater than 1% in the sampled materials and therefore are not considered to be ACM. See attachments for laboratory results. Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 Prepared by: Gallagher Bassett Services, Inc. Page 2 2.0 METHODS The specified interior building materials were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was described and sampled. Samples were collected according to procedures established by EPA in 40 CFR 763. Samples were sent to EMSL Analytical, Inc. in Fort Lauderdale, Florida for analysis. Upon arrival at the laboratory, the samples were logged‐in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA‐600/R‐93‐ 116 July, 1993). Results were provided as percent (%) asbestos by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by GBTS in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of GBTS. The survey was conducted to identify suspect ACM in accessible interior areas of the subject area. If other areas at this location (i.e. roofing components) are to be impacted during planned or future renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. GBTS's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in GBTS’s proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of GBTS’s client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold GBTS harmless against liability for loss arising out of or Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 Prepared by: Gallagher Bassett Services, Inc. Page 3 relating to reliance by a third party on work performed thereunder, or the contents of this report. GBTS will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. 3.0 SURVEY AREA DESCRIPTION AND OBSERVATIONS Former Tony Roma’s/ Future CSIB Offices The interior walls were observed to be finished with DWS and plaster. The ceilings were observed to be drop‐in ceiling. Floors were observed to be ceramic tile, epoxy and carpet over concrete slab. HVAC ductwork was observed to be nonsuspect insulated fiberboard. Plumbing components were not observed. GBTS reviewed Client provided plans (attached) in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this survey to include and be limited to sampling of the following materials:  Interior walls.  Floors.  Ceiling. No roofs were impacted so as not to void any building envelope warranties. 4.0 RESULTS The results of the PLM analyses and assessment of suspect ACM are as follows: Asbestos‐containing materials (ACM) ACM was not identified in the materials sampled that may be impacted by the planned renovations. Nonasbestos‐containing materials Asbestos was not detected in the following materials:  White plaster wall  Gray terrazzo floor tile  Brown wood texture ceramic floor tile  Brown brick partition wall  Beige ceramic tile and grout  Yellow carpet glue  Red epoxy flooring  White plaster ceiling joint  Blue DWS  White 2’x4’ drywall ceiling tile The original laboratory report is attached. Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 Prepared by: Gallagher Bassett Services, Inc. Page 4 5.0 CONCLUSIONS ACM was not detected in the samples collected from the subject 18050 areas; therefore, no further asbestos‐related action is required at this time. If other specific areas at this location are to be impacted during planned renovations, an asbestos survey of these areas will be required. Suspect materials discovered after this inspection should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Notification to the Miami‐Dade County Department of Regulatory and Economic Resources (DRER) of intent to abate/renovate is not necessary; however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 (NESHAP). GBTS appreciates the opportunity to provide you and your organization with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 403‐8639. Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 APPENDIX A Approved by: Approved Signatory Balu Krishnan Report for: Mr. Richard Grupenhoff Gallagher Bassett Technical Services - Florida 2700 West Cypress Creek Road Suite D-122 Fort Lauderdale, FL 33309 Regarding: Eurofins EPK Built Environment Testing, LLC Project: 23007-0390; Former Tony Roma's @ 18050 Collins Ave EML ID: 3466482 All samples were received in acceptable condition unless noted in the Report Comments portion in the body of the report. The results relate only to the samples as received and tested. The results include an inherent uncertainty of measurement associated with estimating percentages by polarized light microscopy. Measurement uncertainty data for sample results with >1% asbestos concentration can be provided when requested. Eurofins EPK Built Environment Testing, LLC ("the Company"), a member of the Eurofins Built Environment Testing group of companies, shall have no liability to the client or the client's customer with respect to decisions or recommendations made, actions taken or courses of conduct implemented by either the client or the client's customer as a result of or based upon the Test Results. In no event shall the Company be liable to the client with respect to the Test Results except for the Company's own willful misconduct or gross negligence nor shall the Company be liable for incidental or consequential damages or lost profits or revenues to the fullest extent such liability may be disclaimed by law, even if the Company has been advised of the possibility of such damages, lost profits or lost revenues. In no event shall the Company's liability with respect to the Test Results exceed the amount paid to the Company by the client therefor. Dates of Analysis: Asbestos PLM: 11-30-2023 Service SOPs: Asbestos PLM (EPA 40CFR App E to Sub E of Part 763 & EPA METHOD 600/R-93-116, SOP EM-AS-S-1267) NVLAP Lab Code 200738-0 EMLab ID: 3466482, Page 1 of 8Eurofins EPK Built Environment Testing, LLC Eurofins EPK Built Environment Testing, LLC 6301 NW 5th way, Suite#: 1410, Ft. Lauderdale, FL 33309 (866) 871-1984 www.eurofinsus.com/BuiltClient: Gallagher Bassett Technical Services - Florida C/O: Mr. Richard Grupenhoff Re: 23007-0390; Former Tony Roma's @ 18050 Collins Ave Date of Sampling: 11-29-2023 Date of Receipt: 11-29-2023 Date of Report: 12-01-2023 ASBESTOS PLM REPORT Total Samples Submitted:26 Total Samples Analyzed:26 Total Samples with Layer Asbestos Content > 1%:0 Location: 1, Wht Plaster Wall Tile Lab ID-Version‡: 16893426-1 Sample Layers Asbestos Content Off-White Plaster with Paint ND Sample Composite Homogeneity: Good Location: 2, Wht Plaster Wall Tile Lab ID-Version‡: 16893427-1 Sample Layers Asbestos Content Off-White Plaster with Paint ND Sample Composite Homogeneity: Good Location: 3, Wht Plaster Wall Tile Lab ID-Version‡: 16893428-1 Sample Layers Asbestos Content Off-White Plaster with Paint ND Sample Composite Homogeneity: Good Location: 4, Gray Terazzo FT Lab ID-Version‡: 16893429-1 Sample Layers Asbestos Content Multicolored Floor Tile ND Sample Composite Homogeneity: Good EMLab ID: 3466482, Page 2 of 8Eurofins EPK Built Environment Testing, LLC The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. ‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". Eurofins EPK Built Environment Testing, LLC 6301 NW 5th way, Suite#: 1410, Ft. Lauderdale, FL 33309 (866) 871-1984 www.eurofinsus.com/BuiltClient: Gallagher Bassett Technical Services - Florida C/O: Mr. Richard Grupenhoff Re: 23007-0390; Former Tony Roma's @ 18050 Collins Ave Date of Sampling: 11-29-2023 Date of Receipt: 11-29-2023 Date of Report: 12-01-2023 ASBESTOS PLM REPORT Location: 5, Gray Terazzo FT Lab ID-Version‡: 16893430-1 Sample Layers Asbestos Content Multicolored Floor Tile ND Sample Composite Homogeneity: Good Location: 6, Gray Terazzo FT Lab ID-Version‡: 16893431-1 Sample Layers Asbestos Content Multicolored Floor Tile ND Sample Composite Homogeneity: Good Location: 7, Brown Wood Text. CFT Lab ID-Version‡: 16893432-1 Sample Layers Asbestos Content Brown Ceramic Tile ND Sample Composite Homogeneity: Good Location: 8, Brown Wood Text. CFT Lab ID-Version‡: 16893433-1 Sample Layers Asbestos Content Brown Ceramic Tile ND Black Grout ND Sample Composite Homogeneity: Good EMLab ID: 3466482, Page 3 of 8Eurofins EPK Built Environment Testing, LLC The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. ‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". Eurofins EPK Built Environment Testing, LLC 6301 NW 5th way, Suite#: 1410, Ft. Lauderdale, FL 33309 (866) 871-1984 www.eurofinsus.com/BuiltClient: Gallagher Bassett Technical Services - Florida C/O: Mr. Richard Grupenhoff Re: 23007-0390; Former Tony Roma's @ 18050 Collins Ave Date of Sampling: 11-29-2023 Date of Receipt: 11-29-2023 Date of Report: 12-01-2023 ASBESTOS PLM REPORT Location: 9, Brown Wood Text. CFT Lab ID-Version‡: 16893434-1 Sample Layers Asbestos Content Brown Ceramic Tile ND Black Grout ND Sample Composite Homogeneity: Good Location: 10, Brown Brick Partition Walls Lab ID-Version‡: 16893435-1 Sample Layers Asbestos Content Brown Brick ND Sample Composite Homogeneity: Good Location: 11, Brown Brick Partition Walls Lab ID-Version‡: 16893436-1 Sample Layers Asbestos Content Brown Brick ND Sample Composite Homogeneity: Good Location: 12, Brown Brick Partition Walls Lab ID-Version‡: 16893437-1 Sample Layers Asbestos Content Brown Brick ND Sample Composite Homogeneity: Good EMLab ID: 3466482, Page 4 of 8Eurofins EPK Built Environment Testing, LLC The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. ‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". Eurofins EPK Built Environment Testing, LLC 6301 NW 5th way, Suite#: 1410, Ft. Lauderdale, FL 33309 (866) 871-1984 www.eurofinsus.com/BuiltClient: Gallagher Bassett Technical Services - Florida C/O: Mr. Richard Grupenhoff Re: 23007-0390; Former Tony Roma's @ 18050 Collins Ave Date of Sampling: 11-29-2023 Date of Receipt: 11-29-2023 Date of Report: 12-01-2023 ASBESTOS PLM REPORT Location: 13, Beige Ceramic Tile & Grout Lab ID-Version‡: 16893438-1 Sample Layers Asbestos Content Beige Ceramic Tile ND Beige Grout ND Sample Composite Homogeneity: Good Location: 14, Beige Ceramic Tile & Grout Lab ID-Version‡: 16893439-1 Sample Layers Asbestos Content Beige Ceramic Tile ND Beige Grout ND Sample Composite Homogeneity: Good Location: 15, Yellow Carpet Glue Lab ID-Version‡: 16893440-1 Sample Layers Asbestos Content Yellow Glue ND Composite Non-Asbestos Content: 1% Synthetic Fibers Sample Composite Homogeneity: Good Location: 16, Yellow Carpet Glue Lab ID-Version‡: 16893441-1 Sample Layers Asbestos Content Yellow Glue ND Composite Non-Asbestos Content: 1% Synthetic Fibers Sample Composite Homogeneity: Good EMLab ID: 3466482, Page 5 of 8Eurofins EPK Built Environment Testing, LLC The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. ‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". Eurofins EPK Built Environment Testing, LLC 6301 NW 5th way, Suite#: 1410, Ft. Lauderdale, FL 33309 (866) 871-1984 www.eurofinsus.com/BuiltClient: Gallagher Bassett Technical Services - Florida C/O: Mr. Richard Grupenhoff Re: 23007-0390; Former Tony Roma's @ 18050 Collins Ave Date of Sampling: 11-29-2023 Date of Receipt: 11-29-2023 Date of Report: 12-01-2023 ASBESTOS PLM REPORT Location: 17, Red Epoxy Flooring Lab ID-Version‡: 16893442-1 Sample Layers Asbestos Content Red Flooring ND Sample Composite Homogeneity: Good Location: 18, Red Epoxy Flooring Lab ID-Version‡: 16893443-1 Sample Layers Asbestos Content Red Flooring ND Sample Composite Homogeneity: Good Location: 19, Wht Plaster Ceiling Joist Lab ID-Version‡: 16893444-1 Sample Layers Asbestos Content White Plaster with Paint ND Sample Composite Homogeneity: Good Location: 20, Wht Plaster Ceiling Joist Lab ID-Version‡: 16893445-1 Sample Layers Asbestos Content White Plaster with Paint ND Sample Composite Homogeneity: Good EMLab ID: 3466482, Page 6 of 8Eurofins EPK Built Environment Testing, LLC The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. ‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". Eurofins EPK Built Environment Testing, LLC 6301 NW 5th way, Suite#: 1410, Ft. Lauderdale, FL 33309 (866) 871-1984 www.eurofinsus.com/BuiltClient: Gallagher Bassett Technical Services - Florida C/O: Mr. Richard Grupenhoff Re: 23007-0390; Former Tony Roma's @ 18050 Collins Ave Date of Sampling: 11-29-2023 Date of Receipt: 11-29-2023 Date of Report: 12-01-2023 ASBESTOS PLM REPORT Location: 21, Blue DWS Lab ID-Version‡: 16893446-1 Sample Layers Asbestos Content White Joint Compound /Paint ND Gray Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose 1% Glass Fibers Sample Composite Homogeneity: Moderate Location: 22, Blue DWS Lab ID-Version‡: 16893447-1 Sample Layers Asbestos Content White Joint Compound /Paint ND Gray Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose 1% Glass Fibers Sample Composite Homogeneity: Moderate Location: 23, Blue DWS Lab ID-Version‡: 16893448-1 Sample Layers Asbestos Content White Joint Compound /Paint ND Gray Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose 1% Glass Fibers Sample Composite Homogeneity: Moderate Location: 24, Wht 2'x4' DW-CT Lab ID-Version‡: 16893449-1 Sample Layers Asbestos Content Gray Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose 1% Glass Fibers Sample Composite Homogeneity: Good EMLab ID: 3466482, Page 7 of 8Eurofins EPK Built Environment Testing, LLC The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. ‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". Eurofins EPK Built Environment Testing, LLC 6301 NW 5th way, Suite#: 1410, Ft. Lauderdale, FL 33309 (866) 871-1984 www.eurofinsus.com/BuiltClient: Gallagher Bassett Technical Services - Florida C/O: Mr. Richard Grupenhoff Re: 23007-0390; Former Tony Roma's @ 18050 Collins Ave Date of Sampling: 11-29-2023 Date of Receipt: 11-29-2023 Date of Report: 12-01-2023 ASBESTOS PLM REPORT Location: 25, Wht 2'x4' DW-CT Lab ID-Version‡: 16893450-1 Sample Layers Asbestos Content Gray Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose 1% Glass Fibers Sample Composite Homogeneity: Good Location: 26, Wht 2'x4' DW-CT Lab ID-Version‡: 16893451-1 Sample Layers Asbestos Content White Joint Compound /Paint ND Gray Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose 1% Glass Fibers Sample Composite Homogeneity: Moderate EMLab ID: 3466482, Page 8 of 8Eurofins EPK Built Environment Testing, LLC The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. ‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 APPENDIX B Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 APPENDIX C Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 Photo 1: NonACM faux wood textured CFT in bar area. Photo 2: NonACM terrazzo floor tile and brick partition wall in dining area Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 Photo 3: NonACM red epoxy flooring and DW ceiling tiles in kitchen area. Photo 4: NonACM ceramic tile and grout in bathrooms Future CSIB Offices 18050 Collins Avenue, Sunny Isles Beach, Florida 33160 APPENDIX D Certificate: 80155681 Date of Course Completion August 17, 2023 William H. Goulet, Instructor Andrew Grupenhoff Building Inspector Annual Refresher - Florida Has attended and completed Refresher training in accordance with Title II of TSCA, 40 CFR Part 763 Appendix C to Subpart E as revised Certificate of Completion info@asbestosonlinetraining.com Expiration Date August 17, 2024 Date of Course Examination August 17, 2023 with Passing Score of 70% or Higher via online course Course # FL-490006359 Provider # FL-490005406 This is to certify that Asbestos Online Training, LLC 7452 2nd Street E Redington Shores, Florida 33708 727-873-6442 David Soto November 28, 2023 ON-4644-15083-112823 28-Nov-2023 28-Nov-2024 Powered by TCPDF (www.tcpdf.org) United States Department of Commerce National Institute of Standards and TechnologyCertificate of Accreditation to ISO/IEC 17025:2017NVLAP LAB CODE: 200738-0Eurofins EMLab P&KFort Lauderdale, FLis accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation, for:Asbestos Fiber Analysis2023-01-01 through 2023-12-31Effective DatesFor the National Voluntary Laboratory Accreditation ProgramThis laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2017. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISO-ILAC-IAF Communique dated January 2009). Melanie S. Griffin, SecretaryRon DeSantis, GovernorSTATE OF FLORIDADEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONASBESTOS LICENSING UNITTHE ASBESTOS CONSULTANT HEREIN IS LICENSED UNDER THEPROVISIONS OF CHAPTER 469, FLORIDA STATUTESLENTZ, TIMOTHY DAVIDDo not alter this document in any form.GALLAGHER BASSETT SERVICES, INC.LICENSE NUMBER: AX84EXPIRATION DATE: NOVEMBER 30, 2024This is your license. It is unlawful for anyone other than the licensee to use this document.5751 MIAMI LAKES DRIVE EASTMIAMI LAKES FL 33014Always verify licenses online at MyFloridaLicense.com