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Kenneth A. Gruskin AIA
<br />No. Date Description
<br />Consultant:
<br />Checked By:
<br />Drawn By:
<br />Job Address:
<br />Drawing Title:
<br />Revision Issue:
<br />Professional Seal:
<br />Drawing Number:
<br />2024 Gruskin Architecture + Design, P.C.c
<br />This document and the ideas and designs incorporated
<br />herein, as an instrument of professional service, is the
<br />property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
<br />and is not to be used in whole or in part for any other
<br />project without the written authorization of GRUSKIN
<br />ARCHITECTURE + DESIGN, P.C.
<br />North
<br />Arrow:
<br />Job Name and Number:
<br />Date Issued For
<br />All Rights Reserved
<br />Client:
<br />Landlord:
<br />Permit:
<br />Bid:
<br />Construction:
<br />0006261
<br />AR91629
<br />5421
<br />9613
<br />39209
<br />10635
<br />2537
<br />11016
<br />5734
<br />ARC 2596
<br />4674
<br />2666
<br />AI 09999
<br />2796
<br />0401 011223
<br />2572
<br />17680
<br />RA-015432-B
<br />025528-1 NY
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<br />C-1967WY
<br />RA011075GA
<br />AR10400066IN
<br />C 29898CA
<br />NM 004168
<br />ARC-400347CO
<br />HI AR 11489
<br />PR 19965
<br />OR 4899
<br />SC 6834
<br />NC 9961
<br />13761OH
<br />05713IA
<br />WV 3727
<br />IL 001-019152
<br />UT 5881358-0301
<br />ID AR-984459
<br />1301052379MI
<br />ARC100723DC
<br />WI 9900-005MN 44326
<br />A-3547NE
<br />3811AR
<br />5967KY 101374TN
<br />MS 3860
<br />1666ND
<br />A-2005029740MO
<br />a4895OK
<br />NV 5521
<br />WA 10344
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<br />SD 11532
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<br />2023-0069
<br />Proposed
<br />Store Design
<br />for: VERIZON
<br />Metro Pointe
<br />3500 South Bristol Street
<br />Suite 100
<br />Santa Ana, CA 92704
<br />3/15/24
<br />3/15/24
<br />GENERAL NOTES
<br />G.2.4
<br />MB
<br />KG
<br />6 OF 81
<br />DIVISION 1 - GENERAL
<br />01 00 00 - General Requirements
<br />The Contractor shall provide all labor, materials, appliances and equipment required to
<br />complete all work, etc., as shown on drawings, unless otherwise specified.
<br />
<br />The Contractor shall obtain and pay for all necessary permits, licenses, inspections
<br />and other fees, both permanent and temporary, necessary to execute his work.
<br />
<br />The Contractor shall verify all conditions before submitting his proposal. No allowance
<br />for extra charges will be permitted because of lack of knowledge of the conditions
<br />except as otherwise specified in the Contract Documents.
<br />
<br />The Contractor shall check and verify all lines, levels and dimensions shown on the
<br />drawings and will be held responsible for the correctness and setting out of his work.
<br />Any omissions and/or discrepancies in the drawings noted by the Contractor shall be
<br />brought to the Architect’s attention prior to starting the work.
<br />
<br />The Contractor shall guarantee and maintain all workmanship, materials and labor for
<br />a period of one year, or longer, as specified in the drawings and specifications, from
<br />date of completion of the Contract and make good any item proving defective during
<br />that term without any compensation. The Contractor shall submit this guarantee in
<br />writing to the Client on behalf of himself and his Sub-Contractors. The Contractor's
<br />guarantee shall extend to match the guarantee for products, systems and installations
<br />that have been required to have guarantee lengths in excess of one year, as indicated
<br />in the drawings and specifications. The Contractor shall, at the request of the Client,
<br />inspect all work, equipment and systems prior to the expiration of the guarantee
<br />periods and repair all items found to be defective.
<br />
<br />The Contractor shall protect the Client from claims made under Workman’s
<br />Compensation and Public Liability Acts which may arise under this Contract, whether
<br />by himself, by any Sub-Contractor or anyone directly or indirectly employed by him.
<br />Certificates of Insurance shall be filed with the Client before starting the job and shall
<br />be subject to the Client’s approval.
<br />
<br />No extra work shall be paid for except on the order of the Architect or Client. The
<br />Client will not be liable for any extra work not ordered by him.
<br />
<br />Where connection is to be made to existing utilities, the Contractor shall make his own
<br />determination of the location of such utilities.
<br />
<br />Each Contractor shall provide and install all miscellaneous steel, hanger supports,
<br />pipe racks, pipe anchors, etc., as necessary to support all equipment installed under
<br />his contract.
<br />
<br />Substitutions for products specified herein shall be permitted only with Architect’s or
<br />Client’s approval. Any requests for substitution by the Contractor shall be submitted to
<br />the Architect or Client with the appropriate literature, specifications, etc. The warranty
<br />and performance of a substituted product or material shall equal or exceed the original
<br />specified product. In addition, the Contractor shall warrant that substituted materials
<br />shall perform as specified.
<br />
<br />Contractor shall coordinate all aspects of the work with: all Sub-Contractors and
<br />Suppliers engaged to perform work; the existing facilities/conditions; the Owner and
<br />Client; and separate Contractors, if any. Each Sub-Contractor shall verify and review
<br />proposed and/or existing conditions within the extent of his work and shall inform the
<br />Contractor of any work that will be required by others for the completion of his work.
<br />
<br />Each Contractor shall perform all excavation required for the installation of his work
<br />and for connections. Each Contractor shall do all necessary backfilling, tamping,
<br />grading and repairing or replacing of sod, sidewalks, blacktop access and streets
<br />which he disturbs.
<br />
<br />Shop drawings will be reviewed only when three (3) copies are submitted to the
<br />Architect bearing Contractor's 'approved' stamp. Items that require submission:
<br />Storefront, HVAC units, metal panels, façade materials, steel framing, and other
<br />similar items that need to be fabricated should be submitted for review. Items which
<br />do NOT require submission: Premanufactured items that match our specifications and
<br />similar materials, including studs, gypsum board, door hardware, plumbing fixtures,
<br />accessories, interior finishes, ceiling grid, ceiling tile, etc. If proposing a change of
<br />product or material, it should be submitted for review and approval prior to ordering. In
<br />addition, the Contractor shall note and encircle on shop drawings any variation from
<br />the Construction Documents caused by any reason including standard shop practices.
<br />Review of the shop drawings will be general to determine conformance with the design
<br />concept of the project and shall not relieve the Contractor of responsibility for accuracy
<br />of: shop drawings, as-built and field measurements, quantities; and for proper fittings
<br />or construction of work required by the Contract Documents but not indicated on shop
<br />drawings. Review of shop drawings shall not be construed as approving departures
<br />from contract requirements or as acceptance of responsibility by the Owner, Client and
<br />/ or Architect.
<br />
<br />Samples shall be submitted with full documentation in sets of two (2); one (1) set will
<br />be returned. Provide three (3) or more samples in each set where variations in color,
<br />pattern or texture are noticeable; samples should represent the average condition and
<br />the extreme range of variations. Sample submittals are for the review of color, texture,
<br />pattern and “kind”. Contractor shall keep the returned samples at the project site for
<br />quality control purposes.
<br />
<br />Contractor shall maintain at the project site one (1) set of prints to record and indicate:
<br />all locations of utilities, systems, pipes, conduits, duct work, cabling, etc.; changes
<br />within the Construction Documents; and any other items which may affect future
<br />construction, renovations or repairs. This information shall be submitted to the Owner
<br />and Client on a set of marked-up sepia transparencies upon completion of the project.
<br />
<br />Any additional drawings required for mechanical, electrical or plumbing system design
<br />or for permit submission is the responsibility of the General Contractor to obtain and
<br />pay for.
<br />
<br />Contractor shall fully brace and otherwise protect all work in progress until the building
<br />is completed.
<br />
<br />All plan dimensions are given from face-of-stud to face-of-stud, face-of-masonry to
<br />face-of-masonry, or centerlines, unless noted otherwise. Written dimensions always
<br />supersede measured or scaled dimensions; never measure drawings! Larger scale
<br />drawings shall take precedence over smaller scale drawings.
<br />
<br />Floors, walls, ceilings, partitions, beams, studs and any other parts of the building or
<br />premises which are cut, notched or altered in the installation of equipment or systems
<br />shall be left in a safe structural condition. These installations shall not cause a
<br />decrease in the structural performance of any part or assembly to fall below that which
<br />shall be the minimum required by these specifications and the building codes.
<br />
<br />All equipment and furniture supplied by the Client (or others not covered elsewhere in
<br />these drawings) shall comply with all applicable requirements for accessibility and
<br />flame and smoke class requirements.
<br />
<br />If required upon completion of the project, Contractor shall obtain a Certificate of
<br />Occupancy from the Building Department.
<br />
<br />Prior to start of work, Contractor and Client shall have a pre-construction meeting to
<br />determine the exact sequencing and phasing of construction. Work shown on
<br />drawings shall be phased such that each specific area shall be protected, demolished
<br />and completed.
<br />
<br />Daily activities must be respected by the Contractor with the least amount of
<br />disturbance to the Client and building occupants.
<br />
<br />Due to the nature of the construction, it is essential that the Contractor or Client bring
<br />to the immediate attention of the Architect any variations, discrepancies or conditions
<br />that may affect the design, assembly and smooth construction of this project. Since the
<br />Architect cannot detail every aspect of this project, some conditions and details might
<br />need to be confirmed during construction by the Contractor. The Architect will not be
<br />held responsible for pre-existing conditions which could not have been known prior to
<br />construction. Adjustments such as, redesign, engineering and details may need to be
<br />done at the Client’s expense, as determined by the Architect.
<br />
<br />01 70 00 - Execution and Close-Out Requirements
<br />The Contractor shall notify the Architect/ Engineer and Client's representative to
<br />perform a preliminary final inspection. A punch list outlining work to be corrected,
<br />finished, performed or completed shall be submitted by the Contractor. All work
<br />outlined on the initial punch list shall be completed by the Contractor prior to the final
<br />inspection and before the project will be accepted. After all requirements preparatory
<br />to the final inspection have been completed, the Contractor shall notify the Architect/
<br />Engineer to perform a final inspection. If all of the work has been completed including
<br />punch-list items from earlier inspections and no further corrections are required, then
<br />the Architect/ Engineer shall recommend final acceptance of the project.
<br />
<br />Continued on Sheet G.2.5
<br />Contractor shall be responsible for the start-up of all equipment furnished, installed or
<br />serviced under this contract. Contractor shall verify that all equipment, electrical
<br />systems and appliances are functional and operational and that all plumbing and
<br />HVAC equipment is operating quietly and free from vibration.
<br />
<br />Final Cleaning: At the time of project close-out, the Contractor shall thoroughly clean
<br />and ready the Client's space for occupancy. This shall, at minimum, include all fixtures,
<br />equipment, walls, floors, ceilings, hardware, light fixtures, replacement of burned out
<br />lamps, removal of non-permanent protection and labels, touch-up of any minor finish
<br />damage, and cleaning or replacement of mechanical system filters. Damage to any
<br />finish, surface equipment or object caused during cleaning shall be repaired or
<br />replaced by the Contractor at his own cost.
<br />Contractor shall provide a binder for Client containing maintenance manuals including
<br />operating instructions, spare parts, warranties, inspection procedures, diagrams,
<br />safety, security and similar appropriate data for each system or equipment item.
<br />
<br />At final payment the Contractor shall deliver to Client a complete release of all
<br />Sub-Contractors and suppliers liens arising out of this contract, or receipts in full
<br />covering all labor and materials for which a lien could be filed, or a bond satisfactory
<br />to the Client indemnifying him against any lien.
<br />
<br />DIVISION 2 - EXISTING CONDITIONS
<br />02 40 00 - Demolition and Structure Moving
<br />During all phases of demolition and construction, the General Contractor shall
<br />maintain integrity of the structure to be demolished and adjacent areas to remain with
<br />interior or exterior shoring, bracing, or support to prevent movement, settlement or
<br />collapse of structure. Existing structure to remain shall be safed-off and protected from
<br />the elements at all times.
<br />
<br />Area of work shall be kept clean at all times.
<br />
<br />Where the existing work is to be cut, underpinned and/or shored, Contractor shall
<br />provide all shoring, needling, bracing, wedging, and dry packing, and be responsible
<br />for the safety of the structure during these operations.
<br />
<br />The Contractor shall repair and patch any areas that are altered or damaged during
<br />the process of the alteration.
<br />
<br />Any materials deemed as hazardous, such as but not limited to, asbestos or lead
<br />paints, shall be removed, encapsulated or left in its present condition as required by
<br />Federal, State and local codes. Contractor shall utilize the appropriate techniques,
<br />procedures and disposal methods as per standard practice, Federal, State and local
<br />codes.
<br />
<br />Contractor shall remove all existing electrical equipment, fixtures, conduit and wire,
<br />mechanical equipment, duct work, plumbing fixtures, piping systems, security and
<br />audio equipment, conduit, low voltage and data wire, etc., not being reused to its
<br />source. DO NOT JUST ABANDON.
<br />
<br />Contractor shall notify Architect immediately of any undocumented structural columns
<br />or conditions, pipes, etc., which are uncovered upon removal of existing walls in the
<br />Client space, so drawings can be revised as may be required to accommodate the
<br />uncovered, as-built conditions.
<br />
<br />The Contractor is cautioned to make continued observations of the existing structure
<br />during the performance of his work. Should he become aware of any situation that
<br />requires further investigation or study, (such as abnormal deflection) he shall notify the
<br />Architect immediately.
<br />
<br />All demolition shall be in accordance with Building Code requirements and all local
<br />ordinances.
<br />
<br />DIVISION 3 - CONCRETE
<br />03 00 00 - Concrete
<br />All concrete construction methods, materials and workmanship to comply with the
<br />following codes, specifications and standards, except where more stringent
<br />requirements are shown or specified:
<br />
<br /> ACI-301: Specifications for Structural Concrete for Buildings.
<br /> ACI-304: Recommended Practice for Measuring,
<br /> Mixing, Transporting, and Placing Concrete.
<br />ACI-318: Building Code Requirements for Reinforced Concrete.
<br />ACI-347: Recommended Practice for Concrete Formwork.
<br /> Concrete Reinforcing Steel Institute “Manual of
<br /> Standard Practice.”
<br />
<br />All concrete methods, materials and workmanship shall be in accordance with ACI
<br />318, Latest Edition.
<br />
<br />All concrete to be stone concrete developing a minimum 28 day compressive strength
<br />of 4000 psi.
<br />
<br />Use air entraining admixture in all concrete. Add air entraining admixture at
<br />manufacturer’s prescribed rate to result in concrete at point of placement having air
<br />content of 5% to 7%. The air entraining admixture shall conform to ASTM C260.
<br />
<br />All concrete shall have a minimum cement content of 611 pounds per cubic yard,
<br />maximum slump of 4'’ and shall contain a water-reducing admixture conforming to
<br />ASTM C494 (Eucon WR-75 or equal). Water reducing admixture shall not contain any
<br />chlorine ions added during manufacture.
<br />
<br />Consolidate placed concrete by mechanical vibrating equipment supplemented by
<br />hand spading, rodding or tamping.
<br />
<br />Exposed edges of concrete to have a 3/4" chamfer.
<br />
<br />No concrete placements are to be made until all embedded items pertaining to the
<br />electrical, mechanical and other trades have been set in forms. This Contractor shall
<br />coordinate with other trades to obtain necessary data and information.
<br />
<br />For temperatures below 40 degrees F., concrete work shall be protected by wind
<br />breaks, accelerating admixtures, curing compounds and blanket covers, in order to
<br />maintain concrete in-place temperatures of at least 50 degrees F. for five (5) days.
<br />
<br />All floor slabs shall conform to the ACI 117 “Standard Tolerances for Concrete
<br />Construction and Materials”.
<br />- Ff is commonly referred to as the "flatness F-number"= 4.57 -- Maximum difference in
<br />elevation, in decimals of inches, between successive 12 inch elevation differences.
<br />- Ff shall not be less than 30.
<br />- FL is commonly referred to as the "levelness F-number" = 12.5 --- Maximum
<br />difference in elevation, in decimals of inches, between two points separated by 10 feet.
<br />- FL shall not be less than 25.
<br />
<br />All floors shall be measured in accordance with ASTM E-1155.
<br />
<br />Prior to placing concrete, the Contractor shall submit his proposed curing methods to
<br />the Architect for approval. Curing methods shall be compatible with finishes to be
<br />applied.
<br />
<br />All slabs on grade shall bear on a 6 mil vapor barrier on 4" of clean 3/4" crushed
<br />stone.
<br />
<br />03 20 00 – Concrete Reinforcing
<br />All main reinforcing steel shall be intermediate grade, new billet steel, deformed bars
<br />conforming to ASTM A615, Grade 60. All bars shall be securely wired in place so that
<br />reinforcing will not be displaced by formwork construction or concrete placement
<br />operations.
<br />
<br />All bars shall be securely tied in place to prevent dislocation. Tie all reinforcing at all
<br />intersections.
<br />
<br />Clean reinforcement of loose rust and mill scale, earth and other materials which
<br />reduce or destroy bond with concrete.
<br />
<br />Continuous reinforcing to lap min. 50 bar diameters of the type specified and be
<br />hooked at non-continuous ends.
<br />
<br />Concrete cover for reinforcing bars shall be 3'’ for footings, 2'’ for masonry walls and 2"
<br />for slabs on grade, unless noted otherwise.
<br />
<br />All welded wire mesh (WWM) shall conform to ASTM A185 (70,000 psi yield point).
<br />
<br />Slabs on grade shall have 6 x 6 - W2.9x W2.9 welded wire mesh placed 2 1/2" below
<br />top of slab for 6” thick slab and 1 ½” thick for 5” slab.
<br />
<br />03 30 00 - Cast-in-Place Concrete
<br />Foundation
<br />Soil bearing design capacity shall be 4000 psf and shall be verified in field. Any area
<br />that has fill of a lesser bearing capacity must be removed and replaced per
<br />engineering report and at a minimum of 3000 psf.
<br />
<br />Site work shall be done in accordance with site engineering.
<br />
<br />Concrete footings and slabs shall be of 4000 psi concrete at 28 days.
<br />
<br />Concrete footings shall bear on virgin soil or compacted fill at a minimum of 3'-0"
<br />below grade and shall be reinforced as noted on drawings and details. All footings
<br />shall project a minimum of 6" beyond each side of the foundation wall, unless noted
<br />otherwise. See Wall Sections, Details, and Foundation Plan for actual sizes.
<br />
<br />All footing subgrades shall be free of loose soil, debris, rock chips, ice, mud, water,
<br />and frozen ground.
<br />
<br />No footings shall be placed above a 1 vertical on 2 horizontal slope extended from the
<br />closest edge of any undisturbed soil.
<br />
<br />All column footings shall be centered under column centerlines, unless noted
<br />otherwise on Plans or Sections.
<br />
<br />All fill and backfill in the building and within 5'-0" of the building shall be well-graded
<br />granular material containing a maximum of 15% of the material passing the U.S.
<br />standard #200 sieve and having a maximum particle size of 6". Compact fill and
<br />backfill shall be in 12" layers by weight (loose) with a heavy vibratory compactor to at
<br />least 95% of the maximum modified density as per ASTM D-11557.
<br />
<br />Backfilling against foundation walls is not permissible unless walls are securely
<br />braced.
<br />
<br />
<br />Underpinning Notes and Procedures:
<br />Any existing footings requiring underpinning shall follow the following steps. Maximum
<br />length of underpin sections of footings shall not exceed 48” long.
<br /> A.Dig pit under existing.
<br /> B.Pour section of new concrete underpinning.
<br /> C.Allow 72 hours after pouring concrete before Dry-Packing space between bottom of
<br />existing footing and top of new concrete.
<br />Steps 'A' thru 'C' must be completed and allowed to cure for at least 72 hours after
<br />setting of dry packing. Then repeat steps 'A' thru 'C'.
<br />
<br />All concrete to be stone concrete developing a minimum 28 day compressive strength
<br />of 3000 psi.
<br />
<br />Pit excavations shall be adequately sheeted at sides and rear to prevent slides and
<br />cave-ins. Sides and front of each section shall be formed.
<br />
<br />Excavations shall extend down to undisturbed virgin soil.
<br />
<br />All dry-packing shall be non-shrink grout, compressive strength 4500 psi at three days
<br />("Embeco" or equal).
<br />
<br />03 40 00 - Precast Concrete
<br />Precast Lintels
<br />Precast concrete lintels (beams) should be solid in cross-section, reinforced, and
<br />made from hydraulic cement, water, and mineral aggregates with or without the
<br />inclusion of other materials. These lintels are suitable for both loadbearing and
<br />nonloadbearing applications.
<br />
<br />All precast lintels shall be manufactured by the Castex Corporation, 1189 Grove
<br />Street, Irvington, NJ 07111, (973) 399-0400, or approved equal.
<br />
<br />DIVISION 4 - MASONRY
<br />04 00 00 - Masonry
<br />All walls shall be laid in running bond, full bed type 'M' mortar below grade and type 'S'
<br />mortar above grade.
<br />
<br />Provide heavy-duty truss type horizontal joint reinforcing @ 8'' o.c. below grade and
<br />16" o.c. above grade, Dur-o-wal or equal in all masonry walls, unless noted otherwise
<br />on Drawings.
<br />
<br />All hollow concrete masonry units shall be grade N, type 1, normal weight and shall
<br />have a compressive strength of masonry of 2500 psi at 28 days.
<br />
<br />Reinforcement shall also be installed in the first and second bed joints 8" apart
<br />immediately above lintels and below sills at masonry openings. Reinforcements in
<br />second bed joint above or below openings shall extend 2'-0" beyond each jamb. All
<br />reinforcing shall be continuous (typical). Do not run reinforcement through vertical
<br />control joints. Reinforcement shall be placed in a manner to assume 5/8" minimum
<br />mortar cover at exterior face of walls and 1/2" minimum mortar cover at interior faces.
<br />
<br />All anchor bolts at CMU foundation walls shall be 1/2" diameter x 18" long plus 2"
<br />hook. Bolts must be located no more than 12" from each corner and shall have two
<br />per wall section at 6'-0" o.c. maximum.
<br />
<br />Masonry walls shall be securely braced and supported during erection. All hollow
<br />bearing block walls shall be two core units. Masonry foundation walls below grade
<br />shall be filled solid with 3000 psi pea gravel concrete. Reinforce masonry walls full
<br />height at all door and window jambs and intersections.
<br />
<br />First three courses below all lintel bearing points and areas below beam seats, bearing
<br />plates and column base plates shall be filled solid with 3000 psi pea gravel concrete,
<br />unless noted otherwise on Plans and Details.
<br />
<br />Waterproofing of foundation walls shall consist of the following: a brush coat of
<br />bituminous material over 1/2'' thick coat of Portland Cement Plaster below grade.
<br />
<br />Control joints shall be installed where indicated on Drawings. Use #VS-1118 PVC
<br />Control Joint at brick/block walls and #VS-678 PVC Control Joint at block walls, by
<br />Hohmann & Barnard, Inc.; 30 Rasons Court, P.O. Box 270, Hauppauge, NY
<br />11788-4206, (631) 234-0600, or approved equal.
<br />
<br />Wall anchors shall be installed where indicated on Drawings. Use #360 Gripstay
<br />Channel and #365 Bent Gripstay Channel Slot Anchors by Hohmann & Barnard, Inc.;
<br />30 Rasons Court, P.O. Box 270, Hauppauge, NY 11788-4206, (631) 234-0600, or
<br />approved equal.
<br />
<br />DIVISION 5 - METALS
<br />05 40 00 - Cold-Formed Metal Framing
<br />Physical properties and allowable load capabilities of members shall be developed in
<br />accordance with AISI "Specifications for the Design of Cold-Formed Steel Structural
<br />Members", Latest Edition.
<br />
<br />Walls shall be constructed of metal studs, as noted on drawings, at 16" o.c., 20 gauge
<br />minimum. Supplementary framing, runners, furring, blocking and bracing shall be
<br />installed as required at openings and when other work cannot be adequately
<br />supported on gypsum board alone.
<br />
<br />Metal studs and joists shall be manufactured by Marino\Ware Industries Corp., 400
<br />Metuchen Road, South Plainfield, NJ 07080, (800) 627-4661, or approved equal.
<br />See plans for sizes and locations.
<br />
<br />Metal studs must be listed by an approved testing and listing agency (ICBO ES) and
<br />must be installed per the listing and manufacturer's installation instructions, as per
<br />code.
<br />
<br /> Provide 3 5/8" metal stud diagonal bracing on all walls as required by Code.
<br />All full height partitions shall be wedged lightly to ceiling structure above. All other
<br />walls shall be constructed up to 6" above ceiling grid, unless otherwise noted. Any
<br />additional bracing shall be provided by the Framing Contractor.
<br />
<br />Contractor shall coordinate all required blocking for furniture, shelving and cabinets,
<br />etc., with the appropriate vendor. Provide two (2) rows minimum 8" high, 20 gauge
<br />metal strapping on studs at all cabinet walls and where noted on plans.
<br />
<br />Noncombustible fire stops shall be installed at openings around vents, cabling, pipes
<br />and ducts at ceiling and floor levels.
<br />
<br />All studs and / or joists and accessories shall be galvanized with a minimum G-60
<br />coating and of the type, size, steel thickness and spacing shown on the plans. Studs,
<br />runners (track), bracing and bridging shall be manufactured per ASTM Specification
<br />C-955. All galvanized studs, joists and accessories, 14 ga. or heavier, shall be formed
<br />from steel that conforms to the requirements of ASTM A-446 with a yield strength of 50
<br />ksi as set forth in Section A3.1 of the AISI "Specification for the Design of Cold-Formed
<br />Steel Structural Members", Latest Edition.
<br />
<br />Connections shall be accomplished with self-drilling screws or welding so that the
<br />connection meets or exceeds the design loads required at that connection.
<br />
<br />Studs shall be installed seated squarely (within 1/16") against the web portion of the
<br />top and bottom tracks. Tracks shall rest on a continuous, uniform bearing surface.
<br />
<br />Cutting of steel framing members may be accomplished with a saw or shear. Torch
<br />cutting of load bearing members is not permitted. Burning of holes or cuts in any
<br />structural members in the field are not permitted unless specifically approved by the
<br />Architect.
<br />
<br />Temporary bracing shall be provided and left in place until work is permanently
<br />stabilized.
<br />
<br />Vertical alignment (plumbness) of studs shall be within 1/960th (1/8" in 10'-0") of the
<br />span. Horizontal alignment (levelness) of walls shall be within 1/960th (1/8" in 10'-0")
<br />of their respective lengths.
<br />
<br />Spacing of studs shall not be more than +/- 1/8" from the designed spacing provided
<br />that the cumulative error does not exceed the requirements of the finishing materials.
<br />
<br />Concealed spaces within partitions, walls, floors, stairs, furring, pipe spaces, column
<br />enclosures, etc., shall be fire stopped with non-combustible material.
<br />
<br />All square corner beads shall be Everlast Corner Beads by Phillips Manufacturing
<br />Company, 800-822-5055, or approved equal.
<br />
<br />DIVISION 6 - WOODS, PLASTICS, COMPOSITES
<br />06 20 00 - Finish Carpentry
<br />Cabinets and Built-ins:
<br />Shop drawings for cabinetry and built-ins shall be submitted to the Architect for review
<br />prior to fabrication. Contractor shall verify all field conditions prior to fabrication. All
<br />cabinetry shall be installed level and plumb with no distortion; doors and drawers shall
<br />fit openings and be properly aligned; all shims shall be concealed.
<br />
<br />Cabinet Manufacturer and General Contractor shall be responsible for the fabrication,
<br />installation and coordination of all appliances, cabinets, electrical, plumbing and
<br />mechanical systems at areas with cabinetry.
<br />
<br />Fabricator shall determine if, and where fire retardant materials are required by local,
<br />city or state codes.
<br />
<br />All cabinets shall have rubber bumpers at the top and bottom of all cabinet doors and
<br />sides of all drawers. Bumpers shall be mounted to doors or drawers.
<br />
<br />All plastic laminate finishes shall be constructed according to "Architectural Woodwork
<br />Quality Standards" by AWI, Premium grade.
<br />
<br />All plastic laminate countertops shall have flat edges.
<br />
<br />DIVISION 7 - THERMAL AND MOISTURE PROTECTION
<br />07 20 00 - Thermal Protection
<br />Thermal barrier shall be in accordance with Building Code requirements for thermal
<br />protection and local regulations.
<br />
<br />Installation of insulations shall be in accordance with manufacturer's instructions,
<br />NAIMA "Recommendations for Installation in Residential and Other Light-Frame
<br />Construction - Fiber Glass Building Insulation" and manufacturer's instructions.
<br />
<br />Surface application: Apply insulation directly to surface with appropriate spindle or
<br />prong-type anchors or follow adhesive manufacturer's recommendations for surface
<br />preparation and adhesive pattern.
<br />
<br />Between Furring Strips, Hat-Channels, and Z-Shaped Furring: Install insulation
<br />between furring members; use fastening system recommended by furring strip
<br />manufacturer.
<br />
<br />Between Metal Studs, Rafters, and Joists: Friction fit insulation between framing
<br />members after cover material has been installed on one side of the cavity.
<br />
<br />Between Open Web Bar Joists: Secure with 16 or 18 gauge wire running diagonally or
<br />perpendicular to insulation, spaced at 18 to 24 inches.
<br />
<br />Provide full sound insulation batts in all new walls, full height. Support where
<br />necessary to prevent movement or dislocation.
<br />
<br />In areas of extreme temperature changes, ceiling tiles shall receive fiberglass
<br />insulation blankets in plenum space (6” min. thick blankets shall be used).
<br />
<br />07 80 00 - Fire and Smoke Protection
<br />Rated Assemblies, Separations & Fire Stopping:
<br />Fire-rated drywall assemblies shall be constructed according to the diagrams on
<br />drawings and shall be 1, 2 or 3 hours as noted on Drawings. All rated walls shall
<br />extend from floor to underside of structure above.
<br />
<br />Concealed spaces within partitions, walls, floors, stairs, furring, pipe spaces, column
<br />enclosures, etc., shall be fire stopped with non-combustible material.
<br />
<br />Penetrations made in rated wall assemblies shall not alter the performance of
<br />assembly and must meet the appropriate ASTM penetration requirements.
<br />
<br />General Contractor shall patch and repair existing construction to maintain integrity of
<br />any fire protective materials, coverings, assemblies or enclosures where disturbed by
<br />new work as called for in the drawings.
<br />
<br />Where the fire protective covering of a structural member is subject to damage from
<br />moving vehicles, the handling of merchandise, or other activity, it shall be protected
<br />from damage.
<br />
<br />Any new Client demising or interior partitions shall be rated as required by code. Any
<br />penetration through an existing demising or other rated assembly wall must retain the
<br />fire rated assembly, if one exists.
<br />
<br />All new work shall match or equal the ratings, if any, of the surrounding work, as
<br />appropriate. The Contractor shall contact the Tenant and Architect if any areas are
<br />uncovered or discovered that may require additional analysis or clarification.
<br />
<br />DIVISION 8 - OPENINGS
<br />08 10 00 - Doors and Frames
<br />All doors shall be installed in 16 gauge hollow metal frames, unless otherwise noted.
<br />Frames shall be fully welded frames and shall be shop primed, unless otherwise
<br />noted.
<br />
<br />Door frames shall have rubber silencers, which are to be installed after final painting.
<br />
<br />Exit doors shall be readily operable at all times from the side which egress is to be
<br />made. All exits shall be readily accessible and unobstructed at all times.
<br />
<br />Interior doors shall be flush solid core wood doors. Doors shall conform to NWMA 1.S
<br />1-80 and AWI Type SLC-5, and shall be "stave lumber".
<br />
<br />All doors 7’-0” high or smaller shall have 3 hinges (1 ½ pair) 4” x 4” with square edges.
<br />
<br />All doors 8’-0” or higher shall have 4 hinges (2 pair) 4” x 4” with square edges. Finish
<br />shall be Satin Chrome Plated.
<br />
<br />Weatherstripping and sill protection shall be installed at all doors where "special seals"
<br />are noted on Door Schedule. Contractor shall install all seals and sill protection so as
<br />not to interfere with the operation of the door or closer mechanism. A sealing system
<br />that includes sill protection, is designed for use in rooms equipped with halon and has
<br />an approved fire rating equal to the rating of the door shall be installed.
<br />
<br />Contractor and Manufacturer shall determine appropriate frame size and glass
<br />thickness for new windows in Tenant's space. Glass shall be installed and leveled on
<br />appropriate type shims. All screws shall be set level and flush with frame.
<br />
<br />08 40 00 - Entrances, Storefronts, and Curtain Walls
<br />At exterior locations (with 1” insulated glass) – Main entry doors shall be Kawneer
<br />Insulclad 560 series with 5 9/16” vertical stiles and top rail, 10” bottom rail, 1” clear
<br />insulated tempered glass, concealed rod exit device, continuous gear hinge with
<br />power transfer hinge, 105 degree hold open concealed overhead closer, CO-12 pull
<br />and lock cylinder keyed on exterior side, as manufactured by Kawneer Company, Inc.,
<br />(877) 505-3771, or approved equal. Storefront head/transom frame shall be
<br />451-VG-022. Color of frames and hardware shall be dark bronze to match existing.
<br />See Door Schedule for additional information.
<br />
<br />08 50 00 – Windows
<br />Exterior storefront or window frames shall be Trifab VG 451T front glass application
<br />framing members with SSG\Weathereal option. Glass shall be 1” thick insulated clear,
<br />tempered or safety glazing. Frame finish shall be dark brown to match existing
<br />storefront. Framing shall be manufactured by Kawneer Company, Inc., (877)
<br />505-3771, or approved equal. See Drawings for information on operating units, sizes
<br />and heights.
<br />
<br />08 70 00 – Hardware
<br />Door hardware, locksets and metal frames shall be installed by Contractor as per Door
<br />Schedule or Specifications. Hardware and lockset finishes shall be silver, brushed
<br />chrome or aluminum unless noted otherwise.
<br />
<br />Installation of door hardware shall comply with the Building Code requirements and
<br />Accessibility requirements for door hardware, and as per manufacturer’s installation
<br />instruction.
<br />
<br />Door handles, pulls, latches, locks and other operating devices shall be installed 34
<br /> inches minimum and 44 inches maximum above the finished floor.
<br />Exit Devices for Means of Egress Doors: Comply with NFPA 101. Exit devices shall not
<br />require more than 15 lbf to release the latch. Locks shall not require use of a key, tool,
<br />or special knowledge for operation.
<br />
<br />Panic Exit Devices: Listed and labeled by a testing and inspecting agency acceptable
<br />to authorities having jurisdiction, for panic protection, based on testing according to UL
<br />305.
<br />
<br />Fire Exit Devices: Devices complying with NFPA 80 that are listed and labeled by a
<br />testing and inspecting agency acceptable to authorities having jurisdiction, for fire and
<br />panic protection, based on testing according to UL 305 and NFPA 252.
<br />
<br />Door Closers for Means of Egress Doors: Comply with NFPA 101. Door closers shall
<br />not require more than 30 lbf to set door in motion and not more than 15 lbf to open
<br />door to minimum required width.
<br />
<br />Surface Closers: Provide type of arm required for closer to be located on non-public
<br />side of door, unless otherwise indicated.
<br />
<br />All new doors shall be installed with lever handles.
<br />
<br />Provide floor stops for doors unless wall or other type stops are scheduled or
<br />indicated. Do not mount floor stops where they will impede traffic. Where floor or wall
<br />stops are not appropriate, provide overhead holders.
<br />
<br />Door frames shall have rubber silencers, which are to be installed after final painting.
<br />Color shall be as noted on drawings.
<br />
<br />Provide continuous weather-strip gasket on exterior doors and provide smoke, light, or
<br />sound gasket on interior doors where indicated or scheduled. Provide noncorrosive
<br />fasteners for exterior applications and elsewhere as indicated.
<br />
<br />08 80 00 – Glazing
<br />Glazing at the front door and in windows within 24'' of doors and in fixed panels larger
<br />than 9 sf with the lowest edge less then 18'' AFF shall be tempered and must pass test
<br />requirements of CPSC - 16 CFR, PART 1201.
<br />
<br />All storefront glazing shall be tempered.
<br />
<br />All glazing is tempered or safety, clear glass, unless otherwise noted,
<br />
<br />All glass which is tempered shall bear the word "tempered" in the corner of the glass
<br />and be visible after installation.
<br />
<br />DIVISION 9 - FINISHES
<br />09 20 00 - Plaster and Gypsum Board
<br />Drywall:
<br />Drywall construction shall be as per Building Code requirements for Gypsum Board
<br />Construction.
<br />
<br />Interior walls shall be finished with 5/8" gypsum board, unless noted otherwise on
<br />drawings and specifications.
<br />
<br />Interior fire rated walls shall be finished with 5/8" Type 'x' gypsum board full height to
<br />bottom of structure above.
<br />
<br />All gypsum board shall be securely fastened using drywall screws.
<br />
<br />Contractor shall coordinate all work with Plumbing, Electrical and Mechanical system
<br />Contractor(s) in order to locate equipment, ducts and registers, light housings, waste
<br />lines, etc.
<br />
<br />Non-combustible fire stops shall be installed at openings around vents, cabling, pipes
<br />and ducts at ceiling and floor levels.
<br />
<br />Draftstopping and fire blocking materials shall comply with the Building Code.
<br />
<br />All walls shall have a LEVEL 5 finish.
<br />
<br />09 30 13 – Ceramic Tiling
<br />Comply with applicable parts of ANSI A108 series of tile installation standards included
<br />under “American National Standard Institutes Specifications for the Installation of
<br />Ceramic Tile”.
<br />
<br />Ceramic tile flooring shall be as specified in the Finish Schedule. Contractor shall
<br />provide allowances for flooring material not specified on the drawings. Installation of
<br />ceramic tile flooring shall be performed in strict accordance with the flooring
<br />manufacturer's instructions.
<br />
<br />Concrete slab surfaces shall be cleaned and made smooth with leveling compound
<br />and substrate primer prior to the installation.
<br />
<br />Tile installer must examine substrate and environmental conditions under which
<br />ceramic tile is to be installed.
<br />
<br />Maintain environmental conditions and protect work during and after installation to
<br />comply with referenced standards and manufacturer’s printed recommendations.
<br />
<br />Comply with TCA installation methods and the following:
<br /> 1.Extend tile work into recesses and under or behind equipment and fixtures to form a
<br />complete covering without interruptions, obstructions, edges and corners without
<br />disrupting pattern or joint alignments.
<br />
<br /> 2.Accurately form intersections and returns. Perform cutting and drilling of tile without
<br />marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish or built-in
<br />items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and
<br />other penetrations so that plates, collars, or covers overlap tile.
<br />
<br /> 3.Jointing Patterns: Unless otherwise shown, lay tile in grid pattern. Align joints when
<br />adjoining tiles on floor, base, walls and trim. Lay out tile work and center tile fields in
<br />both directions in each space or on each wall area. Adjust to minimize tile cutting.
<br />Provide uniform joint widths, unless otherwise shown.
<br />
<br /> 4.Expansion Joints: Locate expansion joints and other sealant filled joints, including
<br />control, contraction isolation joints, where indicated, or if not indicated, at spacings and
<br />locations recommended in TCA “Handbook for Ceramic Tile Installation”, and
<br />approved by SDR. Prepare joints and apply sealants to comply with requirements of
<br />referenced standards and sealant manufacturer.
<br />
<br /> 5.Grout tile to comply with referenced installation standards, using grout materials
<br />indicated.
<br />
<br />Upon completion of placement and grouting, clean all ceramic tile surfaces so they are
<br />free of foreign matter. Leave finished installation clean and free of cracked, chipped,
<br />broken, unbonded or otherwise defective tile work.
<br />
<br />When recommended by tile manufacturer, apply a coat of neutral protective cleaner to
<br />completed tile walls and floors.
<br />
<br />Contractor shall submit product data, including manufacturer's product sheet, and
<br />flooring tile sample to architect for review and approval prior to installation.
<br />
<br />09 50 00 – Ceilings
<br />General Suspended Ceiling notes:
<br />Suspended ceiling systems shall be per Building Code requirements for Suspended
<br />Ceiling.
<br />
<br />New suspended acoustic tile ceiling grids and heights shall be as noted on Reflected
<br />Ceiling Plan.
<br />
<br />New ceiling types and styles shall be as noted on the Finish Schedule and Interior
<br />Finishes.
<br />
<br />Suspended ceiling and framing systems shall be designed to resist a lateral force of
<br />20% of the weight of the ceiling assembly and any loads tributary to the system. For
<br />the purposes of determining the lateral force and where partitions are not connected to
<br />the ceiling system:
<br />
<br />Seismic Design Categories for minimal weight design:
<br /> •Categories D, E & F: 16 lbs/LF.
<br />
<br />The following bracing method may be employed:
<br /> A.Lateral support may be provided by four wires of minimum No. 12 gauge splayed in
<br />four directions 90 degrees apart, and connected to the main runner within 2" of the
<br />cross runner and to the structure above at an angle not exceeding 45 degrees from
<br />the plane of the ceiling. Lateral support points shall be placed 12 feet o.c. in each
<br />direction with the first point within 6 feet from each wall.
<br /> B.Allowance shall be made for lateral movement of the system. Main runners and
<br />cross runners may be attached at two adjacent walls with clearance between the wall
<br />and the runners maintained at the other two walls.
<br /> C.Discontinuous ends of cross runners shall be vertically supported within 8" of such
<br />discontinuities as may occur where the ceiling is disrupted by a wall.
<br /> D.Lighting fixtures and air diffusers shall be supported directly by wires to the structure
<br />above.
<br />
<br />Exception:
<br /> 1. Recessed lighting fixtures not over 56 pounds in weight, and suspended and
<br />pendant hung fixtures not over 20 pounds in weight, may be supported and attached
<br />directly to the ceiling system runners by a positive attachment, such as screws or
<br />bolts. Two (2) #12 slack wires are required for support at recessed light fixtures. Air
<br />diffusers which weigh not more than 20 pounds, and which receive no tributary loading
<br />from ductwork may be positively attached to and supported by the ceiling runners.
<br />
<br />Do not bend suspended ceiling hanging wire at point of attachment or at obstructing
<br />material or equipment, except at lightweight items not exceeding 3/4" diameter.
<br />
<br />Seismic Requirements:
<br />
<br />Category “D”, “E”, & “F”: Seismic suspended ceiling shall be Armstrong Seismic RX
<br />Suspended System for Category “D”, “E”, & “F” with BERC-2 Clip. Refer to “Seismic
<br />Ceiling Notes” on Reflected Ceiling Plan for seismic ceiling requirements. Installation
<br />of seismic ceiling shall follow the manufacturer’s instructions, ICC ESR-1308 and
<br />CISCA recommendations for areas subject to light to severe seismic activity.
<br />
<br />09 60 00 – Flooring
<br />The sales floor vinyl flooring preparation shall meet the following requirements.
<br />
<br /> 1.Prep the subfloor to smooth concrete surfaces, removing rough areas, projections,
<br />ridges, and bumps, and filling low spots, control or construction joints, and other
<br />defects with a Portland cement compound.
<br />
<br /> 2.Remove all foreign substances (i.e. paint, varnish, oils, release agents, sealers,
<br />waxes, residual adhesives, etc.) from subfloor.
<br />
<br /> 3.Vacuum or broom-clean surfaces to be covered immediately before the application
<br />of the flooring to ensure the subfloor is free from dust, dirt, grease, etc.
<br />
<br /> 4.Perform subfloor moisture testing to ensure relative humidity within Manufacturer’s
<br />recommended levels.
<br />
<br /> 5.Use transition strips between vinyl to vinyl transitions. If not an option, set an
<br />allowable tolerance that the Design Team will accept.
<br />
<br /> 6.Product has to acclimate to environment prior to installation and should not be
<br />subjected to extreme temperature change variations (recommended 65-85 degrees F
<br />for 48 hours prior to, during, and 48 hours after installation.
<br />
<br /> 7.Glue down installations should be given sufficient time to dry, anywhere from 24-72
<br />hours, but not less than 24 hours.
<br />
<br />09 65 13 - Resilient Wall Base
<br />Rubber Wall Base:
<br />Rubber wall bases shall be as specified in the Finish Schedule. Contractor shall
<br />provide allowances for flooring material not specified on the drawings.
<br />
<br />Store rubber wall base products and installation materials in dry spaces protected from
<br />the weather, with ambient temperatures maintained within range recommended by
<br />manufacturer.
<br />
<br />Prepare substrates according to manufacturer’s written instructions to ensure
<br />adhesion of rubber wall base. Fill cracks, holes, and depressions in substrates with
<br />trowelable leveling and patching compound and remove bumps and ridges to produce
<br />a uniform and smooth substrate.
<br />
<br />Installation of rubber wall bases shall comply with manufacturer’s written instructions
<br />for installing resilient base.
<br />
<br />Apply rubber bases to walls, columns, pilasters, casework and cabinets in toe spaces,
<br />and other permanent fixtures in rooms and areas where base is required.
<br />
<br />Install rubber wall bases in lengths as long as practical without gaps at seams and with
<br />tops of adjacent pieces aligned.
<br />
<br />Tightly adhere rubber wall bases to substrate throughout length of each piece, with
<br />base in continuous contact with horizontal and vertical substrates.
<br />
<br />Contractor shall submit product data, including manufacturer's product sheet, and
<br />flooring tile sample to architect for review and approval prior to installation.
<br />
<br />3500 S Bristol St Unit# 100 -
<br />101119098, 20182666 &
<br />401390437/11/2024
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