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5FECIFICATION 61.11DELINE
<br />Note: The purpose of this Guideline Specification is to establish a minimum performance
<br />standard for the basic Architectural requirements building components. In certain instances
<br />pre -established building standards or Owner directed use of a particular product or system
<br />may supersede the requirements of this specification. Not all sections of this guideline
<br />specification may apply to a particular project or scope of work as described on the
<br />Architectural Coversheet and throughout the construction documents. This specification may
<br />contain certain project -specific information necessary for proper bidding and construction. The
<br />contractor (and their subcontractors) shall familiarize themselves with this specification prior to
<br />submission of bid or commencement of the Work. Any questions regarding the contents of this
<br />Guideline Specification shall be directed to the Architect in writing.
<br />DIVISION I - GENERAL REQUIREMENTS
<br />A. Related Documents:
<br />1. Drawings and General Provisions of the Contract apply to work of this Project and
<br />Specifications.
<br />2. All product manufacturer's specifications and design dimensions, whether indicated on the
<br />plans or not, shall be included as part of this drawing package.
<br />3. The design professional will not be responsible for vendor engineered drawings or
<br />drawings produced by engineers not under contract with Bellevida Residential LLC.
<br />B. All work shall be done In accordance with the following:
<br />1. Building: Florida Building Code, 2020 Edition, The Florida
<br />Building Code, Building.
<br />2. Electrical: Florida Building Code 2020, Electrical and National Electrical Code, 2017.
<br />3. Plumbing: Florida Building Code 2020, Plumbing.
<br />4. Mechanical: Florida Building Code 2020, Mechanical.
<br />5. Fuel Gas: Florida Building Code, Fuel Gas.
<br />6. Florida Fire Prevention Code, 2020.
<br />7. 2020 Florida Accessibility Code for Building Construction
<br />8. All Federal, State and Local codes.
<br />C. Base Information:
<br />1. This drawing package is based on documents, specifications and related information
<br />provided by the Lessee, Owner or Owner's Agent. Bellevida Residential LLC will not be
<br />responsible for the accuracy of the information (i.e. blue prints, as -built drawings, CADD files)
<br />provided by other sources.
<br />D. General Requirements:
<br />1. The Contractors shall be responsible for familiarizing themselves with the intent of the
<br />drawings, final interpretation of the scope of work, building standards, schedules and deadlines
<br />prior to bid submission and/or commencement of the work. The Contractor shall further be
<br />responsible for advising the Owner or Owner's agent of all long lead time items affecting the
<br />Project Schedule and shall upon request from the Owner or Owner's agent, submit order
<br />confirmations and delivery dates for such long lead time items to the Owner or Owner's agent.
<br />2. The Owner or Owner's agent and Contractor shall be responsible for all phasing of the work.
<br />3. The Contractor shall be responsible for field verifying all existing work or items which are to
<br />remain, and determining whether or not it can be repaired and/or reconditioned to match and
<br />blend with new materials and components.
<br />4. All work shall be warranted satisfactory, in materials and workmanship, for a minimum
<br />period of one (1) year from the date of final payment by the Owner for all work under the
<br />Contract, or for the period of warranty customary, or stipulated for, the trade, craft or
<br />product, whichever is longer.
<br />5. Disruptive or potentially hazardous construction activities shall be coordinated to occur after
<br />normal office hours, so as to minimize disturbances to building occupants. Landlord and
<br />tenants shall be notified prior to such activities that would include, but is not limited to, the
<br />x-ray of existing post tensioned floor slab and floor core drilling, if required.
<br />6. The Contractor shall coordinate with the Building Owner or Building Owner's agent for
<br />delivery to the space of all building materials, and shall arrange for usage of the freight
<br />elevator (or such elevator designated). If delivery of building materials involves the use of
<br />facilities other than the available elevators, the Contractor shall coordinate such activities in a
<br />manner that poses no hazard to any personnel within or around the building or building site.
<br />Costs to repair damage caused to the elevators, corridors or other common areas during
<br />construction shall be borne by the General Contractor. Provide Building owner 24 hour
<br />notification for any shut down of building systems, services or disruptions to building occupants
<br />i.e. fire sprinklers, fire alarm, water shut off, etc.
<br />7. General Contractors and all Subcontractors shall verify all existing dimensions and all
<br />existing conditions in the field. Any discrepancies shall be reported to the Owner or Owner's
<br />agent and Architect. Under no circumstances shall the Contractor scale the drawings to
<br />determine the dimensions. Dimensions are shown from face drywall of gypsum board
<br />construction, unless otherwise noted.
<br />8. Prior to bidding General Contractor is required field survey area of proposed construction to
<br />identify any building maintenance deficiencies. (i.e. lighting ballasts, lenses or diffusers,
<br />cleanliness, broken glazing, mini -blind repair or replacement, or building systems). List is to
<br />be supplied to Building Owner or Owner's agent before construction.
<br />9. The Architect shall not be responsible for any deviation from these drawings as dated on
<br />the sheets. The Architect assumes no liability for the condition of the existing Building Shell or
<br />soundness of the existing Building Systems (roofing, mechanical, electrical, plumbing and fire
<br />protection/alarm etc.)
<br />10. When limited scope of Construction Administration (CA) is provided, the design professional is not responsible for
<br />interpreting the
<br />intent of the Construction Documents including making modifications as may be necessary
<br />during the construction phase & that the Engineer of Record is no longer liable for the work
<br />where changes to these documents have been made.
<br />E. Demolition:
<br />1. The General Contractor or Subcontractor shall be hold responsible for the removal and the
<br />proper disposal of materials and items referred to as "debris" or determined by the Owner or
<br />Owner's agent or Architect to be refused.
<br />2. The General Contractor shall coordinate all demolition activities with the Owner or Owner's
<br />agent and shall construct v1squene dust barriers and block -off return air grills, as well as
<br />filter media on all applicable mechanical equipment, as required so as to contain as much
<br />airborne debris as possible and shall utilize adhesive type walk -off mats to minimize the
<br />tracking of construction dust. General Contractor shall coordinate any power shut downs with
<br />the Owner or Owner's agent. General Contractor shall provide his own dumpster and shall
<br />obtain and include in their contract price all necessary disposal permits and fees as required
<br />by the Local Authorities.
<br />3. Remove all specific items Indicated on drawings, also remove any other items or
<br />construction as required to accomplish all new work and/or revision work to existing areas as
<br />shown or described elsewhere in the contract documents.
<br />4. The General Contractor shall provide and install signs, all barricades, fences, safety lighting,
<br />scaffolding, and other means of protection as required to comply with all State laws, O.S.H.A.
<br />requirements and local ordinances to safeguard property, the Owner, its clientele, employees,
<br />representatives and others within the areas of construction.
<br />5. General Contractor shall take ordinary precautions to secure and protect materials.
<br />Materials are to be relocated or warehoused as determined by Owner or Owner's agent or
<br />Architect -
<br />6. Contractor to remove all walls shown on demolition plan from floor to deck. Contractor to
<br />remove any existing abandoned portions of walls, studs or bracing above ceiling plane. Price as
<br />separate line item,
<br />7. Remove any existing PVC piping (drains or supply) within plenum.
<br />F. Cutting and Patching:
<br />1. It is extremely important that the Contractor verify existing concealed conditions prior to
<br />drilling and/or removing existing concrete slabs.
<br />2. Provide all cutting and patching in existing floors, walls, and ceilings as required for all
<br />trades, excluding removal and relocation of items shown.
<br />3. Patch, repair, and/or replace all adjacent construction which has been damaged during
<br />demolition and/or new construction.
<br />4. Fill and/or fill smooth all projections and voids in existing floors and walls as required for
<br />all new finish, patch work and repairs.
<br />5. Inspect and patch existing fire rated partitions. General Contractor shall label all fire rated
<br />partitions above the ceiling line in the areas of construction.
<br />6. Patch and repair all areas affected by demolition with the same materials and methods to
<br />match existing construction.
<br />G. Submittals:
<br />1. Submit samples of the following items:
<br />a. Wood stain samples for doors, finished wood paneling/ veneers and/or wood base.
<br />b. Paint samples. 8 1/2 x 11 "draw downs" for every color used.
<br />c. Suspended acoustical ceiling tile samples.
<br />d. All specified carpets.
<br />e. Stained concrete.
<br />f. Vinyl composition tile and vinyl base.
<br />2. Submit complete shop drawings for the following:
<br />a. All structural Items (concrete mix designs, wood trusses, steel or composite joist, metal
<br />deck, handralls and guardrails).
<br />b. Toilet Partitions.
<br />c. Millwork including all upper and lower cabinets, hardware pulls, work counters, custom
<br />reception desk, credenza.
<br />d. Fire sprinkler design.
<br />e. Inert gas fire suppression system.
<br />f. Glass door & hardware systems.
<br />g. Specialty glazing.
<br />3. Submittals shall consist of 3 sets of product information on 8-1/2 in. x 11 in. format with
<br />all drawings to scale. Any structural Submittals, shop drawings (i.e. concrete mix design, wood
<br />trusses) shall be prepared and signed by a Florida registered engineer.
<br />4. Shop drawings and schedules prepared by others shall be reviewed for the limited purpose
<br />of checking for conformance with the information given and the design concept expressed in
<br />the contract documents and shall not be construed to be part of the Contract Documents, as
<br />the Architect assumes no responsibility for drawings, schedules and/or specifications for work
<br />on this Project prepared or accomplished by others.
<br />5. Contractor shall allow ten (10) business days for the ArchitectlEngineer to review submitted
<br />items. Contractor is solely responsible for any project delays due to any untimely submittal of
<br />items for review not taking into account the allotted ten (10) day review time.
<br />H. Product Substitutions:
<br />1. Request for changes in products, materials, equipment, and/or methods of construction
<br />required by the Contract Documents proposed by the Contractor after award of the Contract
<br />are considered requests for substitutions.
<br />2. Changes or substitutions will be considered if and when:
<br />a. Proposed changes are In keeping with the general intent of the Construction Documents.
<br />b. The request Is timely, fully documented and properly submitted.
<br />c. A substantial advantage is offered to the Owner or Owner's agent in terms of cost, time,
<br />energy or environmental conservation or other considerations of merit, after deducting offsetting
<br />responsibilities the Owner or Owner's agent may be required to bear.
<br />1. Final Cleaning:
<br />1. Employ experienced workers or professional cleaners for final cleaning.
<br />2. Comply with manufacturer's instructions i.e. cleaning carpet, stripping and polishing of
<br />resilient flooring.
<br />3. Complete the following cleaning operations before requesting inspection for Certificate of
<br />Substantial Completion:
<br />a. Remove labels and associated adhesive that are not permanent labels.
<br />b. Clean transparent materials, including mirrors and glass in doors and windows.
<br />c. Remove glazing compound and other substances that are noticeable vision-obscu ring
<br />materials.
<br />d. Replace chipped or broken glass and other damaged transparent materials.
<br />e. Clean exposed exterior and interior hard surface finishes to a dust -free condition, free of
<br />stains, films, and similar foreign substances.
<br />f. Leave concrete floor surfaces broom clean,
<br />g. Vacuum carpeted surfaces.
<br />h. Wipe surfaces of mechanical and electrical equipment.
<br />1. Clean plumbing fixtures to a sanitary condition.
<br />j. Clean the site, including landscaping development areas, of rubbish, litter, and other foreign
<br />substances (if applicable).
<br />k. Install new mechanical air filters at the conclusion of all cleaning activities.
<br />J. Contractor's Liability:
<br />1. Contractor hereby assumes the entire responsibility for all Work, supervision, labor and
<br />materials provided here under, whether or not erected in place, and for all plant, scaffolding,
<br />tools, equipment, supplies and other things provided by Contractor until final acceptance of
<br />the Work by Owner. The Contractor shall also be responsible at its sole cost and expense for
<br />all measures necessary to protect any property or tenant adjacent to the Work. In the event
<br />of any loss, damage, or destruction thereof from any cause, and except to the extent that
<br />Owner provides Builders Risk Insurance coverage for such loss, damage or destruction at
<br />Contractor's sole cost and expense. In the event damage to the Work is covered by any
<br />insurance policy provided by the Owner, Contractor will pay the deductible amount.
<br />2. Contractor shall be liable for all costs Owner incurs as a result of Contractor's failure to
<br />perform this Contract in accordance with its terms. Contractor's failure to perform shall include
<br />the failure of its suppliers or subcontractors of any tier to perform. Contractor's liability shall
<br />include, but not be limited to:
<br />a. Damages and other delay costs suffered by Owner.
<br />b. Owner's increased costs of performance, such as extended overhead and increased
<br />performance costs resulting from Contractor caused delays or improper Contractor work.
<br />c. Warranty and rework costs.
<br />d. Liability to third parties Including the Engineer, Architect, and other design professionals
<br />e. Attorney's fees and related costs.
<br />K. Indemnification:
<br />1. To the fullest extent permitted by law, the Contractor shall Indemnity, hold harmless and
<br />defend the owner, Architect and all of their agents and consultants, directors and employees
<br />("Indemnities") from and against all claims, damages, demands, losses, expenses, causes of
<br />action, suits or other liabilities (including all costs and reasonable attorneys' fees), arising out
<br />of or resulting from the performance of Contractor's Work under the Contract, provided any
<br />such claim, damage, delay, loss or expense Is attributable to bodily injury, personal injury,
<br />sickness, disease or death, or to injury to or destruction of tangible propert36 including the
<br />loss of use resulting there from, to the extent caused in whole or in part by any negligent
<br />act or omission of the Contractor or anyone directly or indirectly employed by him or anyone
<br />for whose acts Contractor may be liable, regardless whether it is caused in part by an
<br />Indemnities. This indemnification shall not be limited in any way by any limitation on the
<br />amount or type of damages, compensation or benefits payable by or for the Contractor under
<br />any workers' compensation acts, disability benefits acts or other employee benefits acts. This
<br />indemnification shall be in addition to any indemnity liability imposed by the contract
<br />documents. Contractor is obligated to maintain adequate contractual liability insurance to secure
<br />this indemnification obligation.
<br />2. Contractor will have all subcontractors agree to indemnify the Indemnities in the same
<br />manor the Contractor has agreed to indemnify the Indemnities under Div. 1, paragraph K.I.
<br />3. Contractor's assumption of liability is independent from, and not limited In any manner by,
<br />the Contractor's insurance coverage that is required by the Owner or Ownees agent.
<br />L. Changes and Claims:
<br />1. Contractor shall submit in writing to Owner any claims for adjustment in the price, schedule
<br />or other provisions of the contract claimed by the Contractor for changes directed by the
<br />Owner, or for damages for which the Owner is liable, or as a result of deficiencies or
<br />discrepancies in the Contract Documents, within five (5) days of the beginning of the event for
<br />which claim is made. If requested by Owner, Contractor shall furnish complete substantiation of
<br />any claim within ten (10) days of Owner's request, otherwise such claim shall be deemed
<br />waived.
<br />2. The Owner shall have the right to order extra work to be performed on lump sum, unit
<br />rates or time and material basis. All changes and claims will be priced on the basis of the
<br />unit rates set forth on a Contractor supplied Schedule of Values to the extent applicable. All
<br />unit rates will remain valid for the duration of the Project. For adjustments to the contract
<br />price which are based on other than lump sum, the Contractor agrees to charge no more
<br />than 5% for profit and 1 0% for overhead.
<br />3. Pending resolution of any claim, dispute or other controversy nothing shall excuse the
<br />Contractor from proceeding with prosecution of the Contract Work.
<br />M. Bidding Instructions:
<br />i. Unless otherwise noted, the Owner or Owner's agent will be responsible for the bidding and
<br />negotiation and selection of the Contractor. Questions regarding the bidding schedule, format,
<br />and any other bid -related Instructions shall be directed to the Owner or Owner's agent.
<br />2. Submission of Bid is an acknowledgment by the Contractor that he has read and
<br />understands the contents of this Guideline Specification and is in receipt of all construction
<br />documents, addendums, owner prepared instructions to bidders, etc, Contractor shall list on
<br />their bid submission the drawing sheets used for bidding, any addendums and associated Issue
<br />dates (or revision dates).
<br />N. Closeout Requirements:
<br />1. Submit written certification that the Contract Documents have been reviewed, work has been
<br />inspected and that work is complete In accordance with Contract Documents.
<br />2. Provide an "Operation and Maintenance Instruction" Booklet containing the following
<br />Closeout Documents.
<br />a. Section 1: Directory, listing names, addresses and telephone numbers of
<br />Contractor, Subcontractors and major equipment suppliers.
<br />b. Section 2: Operation and maintenance instructions, arranged by system and subdivided by
<br />specification section. For each category, identify names, addresses and telephone numbers of
<br />Subcontractors and suppliers.
<br />1) . Significant design criteria
<br />2) . List of equipment.
<br />3) . Parts list for each component,
<br />4) . Operating instructions.
<br />5) . Maintenance instructions for equipment and systems.
<br />6) . Maintenance instructions for (special) finishes, Including recommended cleaning methods
<br />and materials, and special precautions identifying detrimental agents.
<br />c. Section 3: Project documents and certificates.
<br />1.) Shop drawings and product data.
<br />2). Final release of liens.
<br />3). Certificates.
<br />4). Originals of warranties and bonds.
<br />3. Submit final Application for Payment identifying total adjusted Contract Sum.
<br />4. Submit two copies of closeout booklet within 10 days after Substantial Completion.
<br />DIVISION 2 - SITE WORK
<br />( Reference Civil or Site drawings if part of the drawing set.)
<br />A. Trenching, Back filling and Compaction:
<br />1. The General Contractor will be responsible for any trenching, back filling and compaction
<br />relative to the Work. The Contractor shall coordinate all excavation activities with all potential
<br />Owner's of underground facilities in the areas to be excavated. Unless otherwise noted in the
<br />contract documents, all utility services shall remain in service during construction without
<br />interruption.
<br />a. Soil Compaction shall be 95% of laboratory density (FMI-TI66).
<br />b. Cost of Compaction testing shall be borne by the General Contractor.
<br />2. Sterilization: Contractor shall procure and pay for all tests and water required for
<br />sterilization and tests required for all equipment, pipelines, tanks and other parts of the project
<br />with which water comes In contact and which have been contaminated by the Contractor after
<br />completion of construction.
<br />SITE:
<br />1. Utilities Locations: The Contractor shall verify the locations, elevations, and dimensions
<br />of all existing utilities affecting this work prior to construction. The Owner shall be
<br />notified of any discrepancies.
<br />2. Utilities Protection: The Contractor shall use extreme caution In areas of buried utilities
<br />and shall provide at least 48 hours notice to the utility companies prior to construction
<br />to obtain field locations of existing underground utilities. The Contractor shall protect
<br />and maintain operation of existing utility services during construction.
<br />3. Damage: The Contractor is responsible for repairing any damage to existing facilities,
<br />above or below ground, that may occur as a result of the work performed by the
<br />Contractor.
<br />4. Grading: The site shall be initially grades such that no off -site area will be adversely
<br />affected by storm water runoff. All areas shall be protected from erosion caused by
<br />storm water runoff. The final grades to be as shown on site plan. The owner to
<br />furnish sod and irrigation.
<br />VISION 3 - CONCRETE
<br />( Reference Structural drawings if part of this drawing set.)
<br />A. General:
<br />1. All work whether it be slabs, pads, ramps or walks shall have a concrete mix designed to
<br />obtain a minimum strength of 3,000 psi at 28 days. Reinforcement shall be in conformance
<br />with that indicated on the structural drawings.
<br />B. Poured -In -placed Concrete:
<br />1. Codes and standards:
<br />ACI 318 "Building Code Requirements for Reinforced Concrete"
<br />ACI 315 "Details and Detailing of Concrete Reinforcement"
<br />ACI 301 "Specifications for Structural Concrete for Buildings"
<br />2. Concrete is to be normal weight conforming to ASTM C94. (U,N.0)
<br />a. Portland Cement - ASTM C1 50
<br />b. Aggregates (314 in. maximum) - ASTM C33
<br />c. Air entraining - ASTM C260
<br />d. Water Reducing - ASTM C494
<br />e. Flyash (20% maximum) - Class F ASTM C618-78
<br />f. Water - Potable
<br />g. Slump Range - 3 in. - 5 in.
<br />h. Placement Time (Maximum) - 90 minutes from batch time required.
<br />3. Minimum compressive strength after 28 days:
<br />a. Footings, masonry fill - 3000 PSI
<br />b. Beams - 4000 PSI
<br />4. Reinforcing steel is to be Grade 60 conforming to ASTM A61 5
<br />a. Minimum lap splice - 30 diameters (U.N.O.)
<br />b. Bar cover:
<br />Footings - 3 ln.es
<br />Beams - 1-1/2 in.
<br />c. Provide corner bars which match the horizontal bars at all wall footings and tie beams.
<br />d. Welding reinforcing if required shall conform to AWS D1.4.
<br />5. Slab -on -grade
<br />a. Welded wire fabric -ASTM A185- lap mesh 6 in. minimum atjoists
<br />b. Moisture barrier - 6 mil polyethylene
<br />c. Compressive strength - 3000 PSI
<br />6. Install ties, spacers, chairs, etc. (per CRSI recommendations) necessary to securely hold
<br />reinforcing during concrete placement. Use plastic tips at all exposed surfaces.
<br />7. Use Internal vibrators to consolidate all concrete.
<br />8. Concrete curing options
<br />a. Liquid membrane forming chemical compound conforming to ASTM C309.
<br />b. Continuous moisture in accordance with ACI 301.
<br />9. Concrete shall be finished per enclosed drawings.
<br />I 0. A testing laboratory shall perform the following concrete tests for each 50 cubic yards.
<br />Send test results to the owner, design professional, structural engineer and General Contractor.
<br />a. Slump test - ASTM C1 43
<br />b. Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28
<br />days and hold one in reserve.
<br />11. All beams shall be poured monolithically.
<br />12. Exposed edges of columns and beams shall be chamfered 0 in. unless noted otherwise on
<br />architectural drawings.
<br />13. Coat all forms with a commercial compound that will not bond or adversely affect the
<br />concrete.
<br />14. The contractor Is responsible for the proper design of all form work and shoring. Design
<br />shall be performed by a licensed engineer.
<br />15. Coordinate locations of all openings, embeds and accessories that are required by all
<br />trades. No opening or sleeve may be placed In beams or columns unless approved by the
<br />engineering.
<br />16. Proper placement of all embeds, anchor bolts, and etc. shall be verified prior to placing
<br />the concrete. Notify the engineer of any conflicts.
<br />DIVISION 4 - MASONRY i
<br />A. Concrete Masonry Units (CMU)
<br />1. Grade'N'type 11 hollow load bearing masonry units which conform to ASTM C 90.
<br />a. Net Compressive Strength Test of units = 2,000 psi.
<br />b. f m = 1,360 psi. coatings and in walls not exposed to weather.
<br />2. Size: 16" long x 8" high nominal: 15-5/8" long x 7-5/8" high actual.
<br />3. Type 1, moisture- controlled unit. Hollow load bearing block, ASTM C90.
<br />B. Mortar and Grout.
<br />1. Mortar shall be type'M'or'S' and conform to ASTM C 476.
<br />a. Portland Cement: ASTM C 150, type 1.
<br />b. Hydrated Lime: ASTM C 207, type S.
<br />c. Aggregate for mortar. ASTM C 144.
<br />d. Aggregate for grout: ASTM C 404.
<br />2. Course Grout shall conform to ASTM C 476.
<br />a. 3,000 psi at 28 days.
<br />b. 3/8" aggregate.
<br />C. 8"-10" slump.
<br />d. Fill all cells containing reinforcing with course grout.
<br />3. All work shall conform to ACI 530-88.
<br />4. Water: Clean and potable.
<br />5. Joints: Floated smooth and even,
<br />6. Reinforcements:
<br />a. Reinforcing bars shall be lapped 48 diameters where spliced.
<br />b. All vertical bars shall be held in position at the top and bottom and with a
<br />minimum clearance of 1/4" to the masonry walls and one diameter between bars.
<br />c. Horizontal reinforcing shall conform to ASTM A 82.
<br />d. Horizontal reinforcing shall be 9 ga. (u.o.n.) ladder type Dur-o-wall or equal at 16"
<br />o.c. and shall be lapped a minimum of 6" at each splice.
<br />C. Placement:
<br />1. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints,
<br />vertical and horizontal.
<br />2. Masonry inspection shall be per ACI 530.
<br />D. Masonry units and mortar ingredients shall be stored on pallets and covered with visquene.
<br />DIVISION 5 - METALS
<br />Steel Construction: (See Structural drawings for in-depth specifications)
<br />A. Light Gauge Metal Framing:
<br />1. General: Type of work in this section includes exterior wall and soffit framing as indicated
<br />on the drawings. The type of light gauge metal framing units include the following:
<br />a. One or more of the following "C" shaped steel studs (25 gauge, 20 gauge)
<br />b. One or more of the following "C" shaped steel joist; 2-1/2", 3-518", 6"
<br />2. Quality Assurance: Comply with the referenced provisions of the following standards and
<br />specifications:
<br />a. ASTM A446-87 Steel Sheet, zinc -coated (galvanized) by the hot dip process, structural
<br />(physical quality).
<br />b. ASTM A525-87 General requirements for sheet steel, zinc -coated by the hotdip process
<br />commercial quality.
<br />c. ASTM A570-85 hot -rolled carbon steel sheet and strip, structural quality.
<br />d. ASTM A611-85 cold -rolled carbon steel sheet, structural quality.
<br />DIVISION 6 - WOOD AND PLASTICS (See Structural drawings AND PERMIT SUBMITTED for in-depth
<br />specifications AND LUMBER SELECTIONS. SECTIONS ARE GENERAL GUIDELINES ONLY FOR SCOPE
<br />OF WORK.)
<br />A. Miscellaneous Lumber;
<br />1. Provide wood for support attachment of other work including cant strips, bucks, nailers,
<br />blocking, furring, grounds, stripping, and similar members.
<br />2. Grade: Standard grade light framing size lumber of any species or board size lumber as
<br />required. No. 3 Common or Standard grade boards per WCLIB rules or No. 3 boards per SPIB
<br />rules, Moisture content: Maximum 19 percent for lumber items not specified to receive
<br />preservative treatments.
<br />'3. Pressure treat all wood members exposed to weather or in contact with masonry, concrete,
<br />or Soil.
<br />B. Plywood sheathing:
<br />1. Wall sheathing: APA, Structural 1, Group 1, size and span rating Indicated: nailed with 8d
<br />nails at 6 in. o.c. at edges and 12 in. o.c. at intermediate supports.
<br />C. Miscellaneous Material:
<br />1. Fasteners and Anchorage:
<br />a. Provide size, type, material, and finish and as recommended by applicable standards,
<br />complying with applicable Federal Specifications for nails, screws, staples, bolts, nuts, washers,
<br />powder actuated fasteners, and other anchoring devices.
<br />b. Provide metal hangers and framing anchors of size and type recommended by the
<br />manufacturer for each use including recommended nails.
<br />c. Where rough carpentry work is exposed to weather, in ground contact, or In area of high
<br />relative humidity, provide fasteners and anchorage with hot -dipped zinc, ASTM A-1 53.
<br />OWNER IS RESPONSIBLE TO REGULARLY TEST FOR WOOD INFESTATION AND MOISTURE INFILTRATION
<br />OF WOOD MATERIALITY.
<br />DIVISION 7 - THERMAL AND MOISTURE PROTECTION
<br />A. Bituminous Damp proofing:
<br />1. Provide non-fibrated type liquid glass fabric asbestos free emulsion, ASTM D 1227, Type III
<br />Manufacturer: Karnak Chemical Corp. or equal.
<br />2. Installation: Apply coat of liquid asphalt emulsion damp proofing material by brushing or
<br />spraying at rate of 1.5 to 2.5 gal. Per 100 sq. ft., as required for uniform dry film thickness
<br />of not less than 15 mil. on the interior surface of existing or new masonry or concrete tilt
<br />walls.
<br />B. Plastic Vapor Barrier:
<br />1. Provide a minimum 10 mil. carbonized polyethylene sheet comply with ASTM D-96.
<br />E. Fire Safing Insulation (one of the following):
<br />1. Non-combustible rated per ASTM E-136 Rockwood Industries "Fire Stop".
<br />2. USG "Thermafiber Safing".
<br />3. Thickness as required to fire stop gaps in walls or at the wallfroofdeck intersection so as
<br />to maintain the designed fire rating. Refer to drawings and UL design criteria.
<br />F. Sealant:
<br />1. Interior: Paint grade silicone.
<br />2. Interior; Wet locations: Mildew -resistant silicone, white.
<br />3. Exterior: Paint grade silicone.
<br />4. Fire Stop and Fire rated penetrations: Dow Corning Fire Stop Foam 2001 and Fire Stop
<br />Sealant 2000, 3M Fire Barrier Caulk CP-25, General Electric Pensil 200 Fire stop Foam and
<br />Pensil 100 Fire stop Sealant.
<br />TERMITE PROTECTION NOTES (FBC 2020):
<br />1. A permanent sign which identifies the termite treatment provider and need for re -inspection
<br />and treatment contract renewal shall be provided. The sign shall be
<br />posted near the electric panel. -F.B.C. R105.11, FBC SECT 1816
<br />2. Weather resistant jobsite posting board shall be provided to receive duplicate
<br />treatment cert. as req'd protective treatment is completed, providing a copy for the
<br />person the permit Is issued to and another copy for the building permit files. The treatment
<br />certificate shall provide the product used, identity of the applicator, time and date of the
<br />treatment,site location, area treated, chemical used, percent concentration and number of gals.
<br />used, to establish a method for termite prevention is used, final ext. treatment shall be
<br />completed prior to final building approval.
<br />1816.1 Termite protection. Termite protection shall be provided by registered termiticides,
<br />Including soil -applied pesticides, baiting systems and pesticides applied to wood, or other
<br />approved methods of termite protection labeled for use as a preventative treatment to new
<br />construction. See Section 202, Registered Termiticide. Upon completion of the application of the
<br />termite protective treatment, a certificate of compliance shall be issued to the building
<br />department by the licensed pest control company that contains the following statement: "The
<br />building has received a complete treatment for the prevention of subterranean termites.
<br />Treatment is in accordance with rules and laws established by the Florida Department of
<br />Agriculture and Consumer Services."
<br />1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil
<br />treatment inside the foundation perimeter shall be done after all excavation,
<br />backfilling and compaction is complete.
<br />1816.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after
<br />initial chemical soil treatment shall be retreated with a chemical soil treatment,
<br />including spaces boxed or formed.
<br />1816.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors
<br />boxed out or formed for the subsequent installation of plumbing traps, drains or any
<br />other purpose shall be created by using plastic or metal permanently placed forms of
<br />sufficient depth to eliminate any planned soil disturbance after Initial chemical soil treatment.
<br />1816.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil
<br />shall be protected with a minimum 6 millimeter vapor retarder to protect against rainfall
<br />dilution. If rainfall occurs before vapor retarder placement, re -treatment is required. Any work,
<br />including placement of reinforcing steel, done after chemical treatment until the concrete floor is
<br />poured, shall be done in such manner as to avoid penetrating or disturbing treated soil.
<br />1816.1.5 If soil treatment is used for subterranean termite
<br />prevention, concrete over -pour or mortar accumulated along the exterior foundation perimeter
<br />shall be removed prior to exterior chemical soil treatment to enhance vertical penetration
<br />of the chemicals.
<br />1816.1.6 If soil treatment is used for subterranean termite
<br />prevention, chemical soil treatments shall also be applied under all exterior concrete or grade
<br />within I foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical
<br />barrier shall be applied promptly after construction is completed, including initial landscaping
<br />and irrigationisprinkler installation. Any soil disturbed after the chemical vertical
<br />barrier is applied shall be promptly retreated.
<br />1816.1.7 If a registered termiticide formulated and registered as a bait system is used for
<br />subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply; however, a
<br />signed contract assuring the installation, maintenance and monitoring of the baiting system for
<br />a
<br />minimum of 5 years from the issue of the certificate of occupancy shall be provided to the
<br />building official prior to the pouring of the slab, and the system must be installed prior to
<br />final building approval. If the baiting system directions for use require a monitoring phase prior
<br />to installation of the pesticide active ingredient, the installation of the monitoring
<br />phase components shall be deemed to constitute installation of the system.
<br />1816.1.8 If a registered termiticide formulated and registered as a wood treatment is used for
<br />subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not
<br />apply. Application of the wood -treatment termiticide shall be as required by label directions for
<br />use, and must be completed prior to final building approval. Changes in framing
<br />or additions to framing in areas of the structure requiring treatment that occur after the
<br />initial wood treatment must be treated prior to final building approval.
<br />1816.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors
<br />shall not be of cellulose- containing materials. If soil treatment is used for
<br />subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch
<br />(0.254 mm), and be sealed within the slab using a non -corrosive clamping device to eliminate
<br />the annular space between the pipe and the sleeve. No termiticides shall be applied inside the
<br />sleeve.
<br />OWNER IS RESPONSIBLE TO REGULARLY TEST FOR INSECT INFESTATION,
<br />OWNER IS RESPONSIBLE TO REGULARLY TEST FOR RADON AND REVIEW FBC 2020 APPENDIX E
<br />CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS /
<br />APPENDIX F - PASSIVE RADON RESISTANT NEW RESIDENTIAL AND UNDERSTAND ALL RISKS
<br />INHERENT AND WILL NOT HOLD ARCHITECT, BUILDING OFFICIALS, OR CONTRACTOR LIABLE
<br />DIVISION 9 - FINISHES I
<br />General Notes:
<br />1. General Contractor to coordinate all finishes with tenant provided directive.
<br />2. All interior finishes must meet the requirements for NFPA-101 2006 edition Chapter 38.3.
<br />A. Gypsum Wallboard:
<br />1. Product:
<br />a. Interior partitions: 112 in. thick with wood framing; 5/8" with steel framing, comply with ASTM C 840.
<br />b. Fire Resistant: 5/8 in. thick, type X, comply with ASTMC 1396.
<br />c. Water resistant gypsum backing board: 518 in. thick, comply with ASTM C 630.
<br />d. Exterior gypsum soffit board: 5/8 in. thick, comply with ASTM C 931.
<br />2. Drywall Accessories -
<br />a. Provide corner beads, edge trim and control joints which comply with ASTM C 1047.
<br />b. Gypsum board screws: ASTM C 1002.
<br />c. Provide concealed interior support steel for partial height wall greater than 3 ft. long from
<br />the freestanding end.
<br />3. Finish: apply ready -mix drying -type all purpose joint compound in three (3) coats (not
<br />including pre -fill of openings in base) and sand between coats and after last coat. Surface
<br />to be smooth.
<br />4. Inspections: inspect and patch existing one (1) and two (2) hour rated partitions to
<br />maintain their rating. Label rated and smoke partition above the ceiling line.
<br />5. Level of gypsum board finishing shall be as described in Chapter 4 of the USG handbook
<br />and GA-214-90 Levels of Gypsum Board Finish. Unless otherwise noted, Levels 4 and 5 finish
<br />levels shall be obtained in all reception areas, conference rooms, offices and corridors.
<br />a. Level 1: Specified in plenum areas above ceilings and other concealed areas not open to
<br />public view and when required, a degree of sound and smoke control shall be obtained via
<br />"fire -taping".
<br />b. Level 2: Specified where water-resistant gypsum backing board (ASTM C630) is used as a
<br />substrate for tile.
<br />c. Level 3: Specified in appearance areas that are to receive heavy or medium texture (spray
<br />or hand applied) finishes before final painting, or where heavy grade wall coverings are to be
<br />applied.
<br />d. Level 4: Specified in appearance areas where textured flat paint (i.e. eggshell), light textures
<br />or wall coverings are to be applied. Joints and fasteners must be adequately concealed.
<br />a. Level 5 (Highest Quality Finish): Specified In appearance areas where gloss, semi -gloss,
<br />enamel, or non -textured paints are specified or where severe lighting conditions (down lights,
<br />wall washers, etc.). After filling and three (3) coats of joint compound have been applied to
<br />taped areas, a thin skim coat of joint compound shall be applied over the entire surface.
<br />After the skim coat has dried, the entire surface shall be primed with Sheet rock "First Coat"
<br />or a flat latex paint with high solid content applied undiluted.
<br />B. Stucco: ALL EXTERIOR COVERING TO COMPLY WITH FBC 2020 7TH ED - R703.7 CONTRACTOR TO REVIEW,
<br />1. Work Included: Exterior Portland cement plaster (stucco) for exterior wall surfaces and
<br />exterior ceiling areas. See Architectural drawings for details and locations.
<br />2. Plaster Materials - Exterior Stucco:
<br />a. General: Provide standard products recommended by the manufacturer for application
<br />indicated, comply with ANSI A42.2 and ASTM C926.
<br />b. Base -Coat Cement: Portland Cement, ASTM C 150, Type I or Ia.
<br />c. Base -Coat Lime: ASTM C 206, special finishing hydrated lime, known as Type S.
<br />d. Base -Coat Aggregate: Sand (ANSI-A42.2).
<br />a. Prepared Finish -Coat* Factory -prepared finish coat.
<br />1). Base Building Texture: Skip Troweled.
<br />2). Exterior ceiling surfaces: Smooth Troweled.
<br />f. Admixture: For scratch coat and brown coat add one of the following to stucco/plaster mix
<br />per manufacturers recommendation: Thoro Systems "Acryl 60", Lambert "Acrylbond". Mix
<br />additive at the rate of `1 part admixture to 3 parts water, blend solution thoroughly, then use
<br />solution as a replacement of water.
<br />3. Accessories:
<br />a. Vapor Barrier: For installation of stucco on exterior sheathing, Install 15# asphalt
<br />saturated felt building paper, all seams sealed against moisture penetrations.
<br />b. Bonding Agent: For use on cast in place concrete block, use one of the following bonding
<br />agents: Lambert "Hi -Bond", Thoro "Thorobond".
<br />c. Metal Lath Materials:
<br />1). General: Comply with the following: ASTM C 841and FS-QQ-L-101.
<br />2). Backing: Where lath is Indicated without sheathing, provide lath with factory -applied
<br />backing of moisture -resistant paper or polyethylene film.
<br />3). All metal lath to be galvanized per ASTM A 525.
<br />4). Exterior Diamond Mesh Lath: 3.6 lbs. Per sq. yd. large Mesh openings (approximately
<br />1-3/8 in. deformations).
<br />4. Metal Plastering (Stucco) Accessories and Reinforcement:
<br />a. All metal plastering accessories to be made of zinc alloy.
<br />b. Small -Nose Corner Bead: General purpose type with expanded of perforated flanges.
<br />c. Cornerite and Square -Edged Casing Bead: Manufacturer's standard exterior pre -formed
<br />product.
<br />d, Control Joints: Folded pair of non -perforated screeds in M�Shaped configuration with
<br />expanded flanges.
<br />e. Expansion Joints: Prefabricated 3/8" for exterior.
<br />f. Fasteners: Galvanized steel, of type and length suitable for adequate penetration of
<br />substrate.
<br />g. Anchor each flange of accessories 8" o.c. to plaster base.
<br />h. Miter or cope accessory corner, and install with tight accurately aligned.
<br />1. Install casing beads at termination of plaster work.
<br />5. Plaster (Stucco) Application:
<br />a. Apply 3-coat plaster over metal lathed substrates (scratch/level, brown, and finish coats) 0
<br />in. thick unless otherwise indicated. Float finish topcoat of the base -coat work (do not
<br />scratch) for bond with finish -coat. Comply with ANSI-A42.2.
<br />b. Apply finish coat plaster not more than 1/8 in. thick.
<br />C.Tile: (ONLY IF USED, SEE GENERAL CONTRACTOR AND ARCHITECT IF APPLICABLE, TYPICAL FOR
<br />FINISHES)
<br />1. Marble threshold:
<br />2. Ceramic tile: (to be selected by OWNER/ Contractor)
<br />a. Field: Size: Color: (to be hand selected by Owner and Contractor)
<br />b. Accent tile: Size: Color:
<br />c. Install in accordance with TCA-FI12 and ANSI A108.5. Grout in accordance with ANSI
<br />Al 08.1 0.
<br />3. Glazed tile:
<br />a. Field: Size: Color:
<br />b. Accent tile: Size: Color:
<br />1) Install in accordance with TCA-FI12 and ANSI A108.5. Grout in accordance with ANSI
<br />A108.10.
<br />4. Grout color shall be selected by owner from standard manufacturer's colors.
<br />1. ROOFING: PROVIDE FL PRODUCT APPROVAL AND MANUR INSTRUCTIONS PER FBIC 2020
<br />2. Contractor to provide watertight roof system.
<br />3. Samples: Provide samples of shingles for Owner Selection prior to purchase.
<br />4. Shingles: Provide tiled shingles as specified with a 40 year transferable warranty
<br />to resist 140 mph wind. Must meet UL 790, ASTM D7158, Class H, ASTM D3462, Florida
<br />Building Code and be resistant to discoloration and UV lighting.
<br />5. Built -Up Roofing if applicable: Granular surfaced modified asphalt roofing system, insulated substrate,
<br />base sheet, 4-ply & mineral surfaced cap sheet equal to GAF Conventional Built -Up
<br />Roof System.
<br />6. Underlayment: Provide as per manufacture specifications.
<br />W.R. GRACE & CO ICE & WATER SHIELD HT.
<br />7. Flashing: Provide and install.040 alum. flashing as recommended by S.M.A.C.N.A.
<br />8. OWNER TO SELECT COLOR SELECTION OF DRIP EDGE FLASHING EQ. TO GIBRALATOR
<br />BUILDING PRODUCTS 6IN (2.5" FACE) ALUM. DRIP EDGE FLASHING WITH CEMENT APPLICATION
<br />AND CONSISTENT NAILING FASTENED AS SCHEDULED.
<br />9. Spray Polyurethane Foam Insulation- NOT USED.
<br />WINDOWS/ DOORS: EQUAL TO PGT or LAWSON WINDOWS.
<br />10. Door Hardware: See GC specs for allowance. Provide all stops, hinges,
<br />weather strips, thresholds, etc. to ensure quiet and safe door operation.
<br />11. Keying & Locksets: All exterior locks to have interchangeable cores & heavy duty
<br />cylindrical type locksets, and to be keyed to a Master. Provide 4 Master keys.
<br />ALL DOOR AND WINDOW MANUFACTURE SPECIFICATIONS MUST EITHER MEET OR EXCEEDANY
<br />OR ALL NOTES AND DETAILS. ALL DOORS/ WINDOWS MUST COMPLY WITH ANSI TEST STANDARDS
<br />THAT ARE SPECIFIED IN THE FL BUILDING CODE. ALL DOORS AND WINDOWS MUST ALSO COMPLY
<br />WITH AAMA, WDMA, AND MIAMI-DADE LABELED PRODUCTS IN THE BLDG. OFFICIAL REQUIRES THEM.
<br />PLEASE CHECK LOCAL BLDG. CODE FOR EXACT REQUIREMENTS.
<br />ADDITIONAL STRUCTURAL DESIGN CRITERIA:
<br />AREAS: LIVE LOADS: DEAD LOADS
<br />FLOORS 40 PSF * PSF
<br />BALCONIES 60 PSF 10 PSF
<br />GUARDRAILS /HANDRAILS 200 PSF 10 PSF
<br />50 PSF 10 PSF
<br />SHINGLE ROOF 20 PSF 10 PSF
<br />BUILT UP FLAT ROOF 20 PSF 10 PSF
<br />TILE ROOF 25 PSF 15 PSF
<br />1. Paint - General:
<br />1. Provide manufacturers, colors and products as indicated on drawings and in schedules, Work
<br />includes painting and finishing of interior (and exterior when applicable) exposed items and
<br />surfaces throughout the project, Including but not limited to the entire perimeter of the project
<br />1. e. handralls and bollards. Provide all surface preparation and priming as required.
<br />il. Surfaces to be painted: Except where natural finish of material is specifically noted as a
<br />surface NOT to be painted, paint exposed surfaces whether or not colors have been designated
<br />on schedules. Where items or sources are not specifically mentioned, paint the same as similar
<br />adjacent material or area, If color or finish is not designated, Architect will make the required
<br />selections.
<br />a. Do not paint over any code required labels, i.e. U.L. or Factory Mutual, or any equipment
<br />identification, performance rating, name or nomenclature plates.
<br />b. Contractor will be required to submit paint draw -downs for architect's approval.
<br />c. DO NOT apply paint in rain, fog or mist, or when relative humidity exceeds 85%, or to damp
<br />or wet surfaces, unless permitted by paint manufacturer's printed instructions. Painting may be
<br />continued during inclement weather if areas and surfaces to be painted are enclosed and
<br />heated or conditioned within temperature limits specified by paint manufacturer during
<br />application and drying periods.
<br />d. Use of lead containing paint products will not be acceptable. All paint products must be
<br />VOC compliant.
<br />e. Approved manuf: Sherwin Williams, Glidden/ ICI, Porter Paints, Color Wheel / Comex.
<br />J. Exterior Paint: (SELECTIONS BY OWNER, COORDINATE WITH GENERAL CONTRACTOR/
<br />1. Wood
<br />a. Primer: I coat, Kilz primer
<br />b. Finish: 2 coats, acrylic latex.
<br />c. Color:
<br />2. Metal (ferrous)
<br />a. Primer: Pre -treat with Duosol, apply I coat, Kern Kromik primer or equal.
<br />b. Finish: 2 coats, industrial enamel, VOC compliant.
<br />c. Color:
<br />3. Metal (nonferrous):
<br />a. 2 coats, Metalatex semi -gloss enamel.
<br />b. Color:
<br />4. Masonry, Concrete, Stucco:
<br />a. Primer: 1 coat, heavy duty block filler.
<br />b. Finish; 2 coats, acrylic latex.
<br />c. Color:
<br />5. All hairline cracks in masonry will be caulked and or bridged with a brush -on Elastomeric
<br />sealant to match the existing surface. Cracks larger than hairline but smaller than 1/8 in. will
<br />be caulked with Mameco Vulkem 116 polyurethane sealant. Cracks larger than 118 in. are to
<br />be filled with a backer rod and then filled with Vulkem 116.
<br />K. Interior Paint:
<br />NOT USED
<br />DIVISION 10 - SPECIALTIES
<br />Notused
<br />DIVISION 11 -EQUIPMENT
<br />Notused
<br />DIVISION 12 - FURNISHINGS
<br />Notused
<br />DIVISION 13 - SPECIAL CONSTRUCTION
<br />Notused
<br />DIVISION 14 - CONVEYING SYSTEM
<br />Notused
<br />DIVISION 15 - MECHANICAL
<br />Notused
<br />DIVISION 16 - ELECTRICAL
<br />General Notes:
<br />1. Architect shall be notified immediately by the General Contractor if any discrepancies are found between the
<br />Architectural Drawings and Structural Drawings. Sub Contractors shall be responsible for the information
<br />contained within the entire set of Construction Documents.
<br />ELECTRICAL
<br />1 . All Electrical work shall be in accordance with the following codes and all local codes and
<br />ordinances, 2020 Florida Building Code (FBC) w/ any relevant Supplements, and
<br />latest Florida Fire Prevention Code (FFPC)
<br />2. All wire, conduits and boxes shall be concealed unless noted otherwise.
<br />3. All conductors shall be stranded copper, THHN/THWN, minimum #12 AWG. All conduit shall
<br />be concealed, unless otherwise shown.
<br />4. All circuits shall contain a separate green, copper grounding conductor.
<br />5. . Panel boards shall be accurately labeled to identify final circuit numbers utilized, their
<br />load, and location.
<br />6. Electrical installation shall be closely coordinated with all other work. Contractor shall be
<br />responsible for all costs associated with Ill-timed installation Including any associated
<br />repairs or replacements.
<br />7. All receptacles shall have a ground terminal.
<br />8. Coordinate all temporary power requirements and all primary utility relocation and new
<br />work with power company.
<br />1. SOIL UNDER SLAB TO BE CLEAN COMPACTED FILL - POISONED.
<br />2. CONCRETE SLAB TO BE 3,500 PSI @ (28) DAYS.
<br />3. CONCRETE FOOTINGS & FOUNDATION WALLS TO BE 4,000 PSI @ (28) DAYS.
<br />4. ASSUMED SOIL BEARING - 2,000#.
<br />5. OWNER IS RESPONSIBLE FOR HIRING SOILS ENGINEER. VERIFY WITH OWNER PROVIDED
<br />INFORMATION PRIOR TO ORDERING CONCRETE TO BE FIELD VERIFIED PRIOR TO PLACING OF
<br />FOOTING REINFORCEMENT. CONCRETE POUR = NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS
<br />TO MEET ASSUMED REQUIREMENTS. STRUCTURAL DESIGNER SHALL BE IN COMPLIANCE WITH
<br />FBC 2020, AND ALL LOCAL ORDINANCE AND REGULATIONS. (REFER FBC CH. 18).
<br />6. WIND LOAD DESIGN = REFER TO COVER SHEET
<br />7. EXPOSURE - REFER TO COVER SHEET
<br />*** TRUSSES, [-JOISTS, AND WOOD / LVL BEAMS - IF ANY UNFORESEEN ISSUES ARISE ON
<br />EXISTING STRUCTURE, OWNER AND ARCHITECT ARE TO BE NOTIFIED. IN THIS CASE, TRUSS
<br />MANUFACTURER WOULD BE RESPONSIBLE FOR PROVIDING PROFESSIONAL ENGINEERING SERVICES.
<br />THE TRUSS MANUFACTURER IS TO ASSUME ENGINEERING RESPONSIBILITIES, HAVE SHOP DRAWINGS
<br />PREPARED AND 00 A COMPREHENSIVE ENGINEERING ANALYSIS, BY A FLORIDA REGISTERED
<br />STRUCTURAL ENGINEER (INCLUDING CONNECTIONS).
<br />*** CONTRACTOR TO COORDINATE WITH OWNER REGARDING A THIRD PARTY SURVEILLANCE SYSTEM
<br />SHOULD WIRING, CAMERAS, AND WIRELESS SYSTEM BE COORDINATED WITH DOORS & WINDOWS,
<br />(TYR).
<br />GYPSUM BOARD/ BACKER BOARDS:
<br />1. GWB: Install 1/2" MOISTURE RESISTANT gypsum wall board throughout with "First Coat"
<br />finish by US Gypsum.
<br />2. NOT USED.
<br />3. Water -Resistant Gypsum Backer Board: Provide at all wet areas.
<br />4. Tile Backer: Provide a "cementious backer unit" equal to Durock Cement Board.
<br />DIV 22 PLUMBING:
<br />1. ALL PLUMBING WORK SHALL CONFORM WITH THE 2020,7TH EDITION FLORIDA PLUMBING
<br />CODE. RUN PLUMBING CONCEALING IN WALLS AND BELOW SLAB AND MAKE ALL JOINTS
<br />HIDDEN IN WALL ABOVE SLAB. VERIFY ALL EXISTING SERVICE IS COMPATIBLE.
<br />2. VERIFY ALL PLUMBING DIMENSIONS WITH CABINET MAKER'S SHOP DRAWINGS PRIOR TO WORK
<br />PERFORMED BY ALL TRADES.
<br />3. BEFORE START OF ANY PLUMBING WORK, PLUMBING CONTRACTOR SHALL LOCATE EXISTING
<br />WASTE LINE, EXCAVATE AS REQUIRED. ADJUST WASTE ROUTING AND DIRECTION AS REQ TO
<br />CONNECT TO EXISTING WASTE LINE (IF NECESSARY)., TYR
<br />4. LOCATE AND COORDINATE ALL VENTS, VALVES, DRAINS, AND FIXTURES AS REQUIRED BY CODE.
<br />COORDINATE WITH OWNER AND CONTRACTOR PRIOR TO ORDERJ INSTALL. IF EXISTING
<br />PLUMBING IS USED PLUMBING CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND
<br />DESIGN PROFESSIONAL AND NOTIFY THEM IMMEDIATELY IF ANY DEVIATIONS FOUND.
<br />-
<br />FDJ EN61NEERING AND DIE516N,
<br />LLC
<br />-
<br />CERT. OF AUTHORIZATION # 30qbb
<br />FPANK@FDJEN&.GOM
<br />EN61NEERIN6 CERTIFICATICATION
<br />I HAVE REVIENED THE �
<br />ATTACHED DE516N AND FOUND IT TO BE IN
<br />COMPLIANCE NITH THE FLORIDA BUILDINO CODE,
<br />'ITH EDITION (2020) - RE51DENTIAL
<br />THIS DRANING AND DE516N 15 VALID FOR 12
<br />MONTHS AFTER THE DATE IT 15 SIGNED AND
<br />SEALED
<br />THIS DRANIN6 AND DESIGN 15 SIGNED AND --I I
<br />SEALED FOR STRUCTURAL ENGINEERING ONLY, I
<br />FRANK A DEJ05E PE
<br />I FL FE #1353q
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