Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20240385 27 Division Bank of America Exterior Modifications Application
Revised 01/2021 APPLICATION FOR: ARCHITECTURAL / HISTORIC REVIEW APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT Name Address Phone / / / Email Identify primary contact person: Applicant Owner Attorney/Agent * An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant’s interest in premises: Owner Lessee Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: Tax Parcel #: . - - (for example: 165.52 – 4 – 37 ) Current Zoning District: Property use: Residential Non-residential/mixed-use Type of Review: Architectural Historic Extension/modification (of current approval) Summary description of proposed action: Has a previous application been filed with the DRC for this property? No Yes – date(s)? _____________________ -App. No.(s)? _________________ Date Acquired by Owner: _________________ **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** CITY OF SARATOGA SPRINGS DESIGN REVIEW COMMISSION CITY HALL - 474 BROADWAY SARATOGA SPRINGS, NEW YORK 12866-2296 TEL: 518-587-3550 X2533 www.saratoga-springs.org [FOR OFFICE USE] _______________ (Application #) ____________ (Date received) __________________________ (Project Title) Staff Review _______________ **A “complete” application consists of 1 hard copy (original) , and 1 electronic copy of application & ALL other materials as required below: New Construction / Additions Color photographs showing site/exterior details of existing structures and adjacent properties Site plan, drawn to scale, showing existing & proposed construction, property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.); on no larger than 2’x3’ sheet – smaller preferred if legible Elevation drawings showing design of all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Floor plans for proposed structure; on sheet no larger than 2’x3’ – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color (in non-residential districts only) Color photographs showing site/exterior details of existing structures and that illustrate affected features Elevation drawings showing all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks: UR-1 & INST-HTR=30’; UR-4=25’; UR-2, UR-3 & NCUD-1=10’) -Installation, removal or change in material of drive- and walkways -Installation or removal of architectural, sculptural or vegetative screening over 3’ in height -Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2’ diameter) For any of above: Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing & proposed construction: include property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.) street names, compass bearing & scale; no larger than 2’x3’ sheet – smaller preferred if legible Product literature, specifications and samples of proposed materials and colors Signage / Awnings Color photographs showing site/exterior details of existing structures, and adjacent properties Plan showing location of proposed sign/awning structure on building/premises: no larger than 11”x17” Scaled illustration of proposed sign/awning structure and lettering (front view & profile): include all dimensions of structure; type, dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware Descriptions, specifications of proposed lighting including fixture & lamp type, wattage, mounting method, and location Product literature, specifications and samples of proposed materials and colors Demolition Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing and any proposed structures - include dimensions, setbacks, street names, compass bearing, and scale Written description of reasons for demolition and, in addition: For structures of “architectural/historical significance”, demonstrate “good cause” why structure cannot be preserved For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a “contributing” structure in a National Register district (contact City staff), provide plans for site development following demolition - include a timetable and letter of credit for project completion Telecommunication facilities Color photographs showing site/existing structures, and of adjacent properties Site plan showing existing and proposed structures: include dimensions, setbacks, street names, compass bearing, and scale Scaled illustration of proposed structures: include all dimensions; colors, materials, lighting, mounting details Consult Article 240-12.22 of the City’s Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2021 Revised 01/2021 Request for extension of current approval Identify date of original DRC approval: ______________Current expiration date: ________________ Org. App. No. ____________ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form Applicants proposing the following must complete “Part I” of the SEQR Short Environmental Assessment Form (available here: http://www.dec.ny.gov/docs/permits_ej_operations_pdf/seafpartone.pdf): -Construction or expansion of a multi-family residential structure (4 units +) -Construction or expansion (exceeding 4,000 sq. ft. gross floor area) of a principal or accessory non-residential structure -Telecommunications facility, radio antennae, satellite dishes -Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? No Yes - If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Date: (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property, the current owner must also sign. Owner Signature: Date: Owner Signature: Date: Revised 01/2021 INSTRUCTIONS ARCHITECTURAL / HISTORIC REVIEW APPLICATION 1.ELIGIBILITY: An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2.COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will only consider properly completed applications that contain 1 original and 1 digital version of the application and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3.ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District •any exterior changes that require a building permit •any change in exterior building materials •a new, or change to an existing, sign or sign structure •demolition of a structure Within a non-residential zoning district: •a change in exterior building color •installation of an awning •Installation or exterior change to a structure requiring a building or demolition permit •any material change to exterior of a structure including: -addition or removal of exterior architectural features -installation, removal or material changes to exterior building elements such as roof, siding, windows, doors, porches, etc. -enclosure or screening or buildings openings such as windows, doors, porches, etc. -installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. Within a front yard setback: -installation, removal or material changes to drive- or walkways -installation or removal of architectural, sculptural or vegetative screening that exceeds 3’ in height -installation of accessory utility structures or radio/satellite transmission/reception devices over 2’ in diameter •a change in exterior building color within a non- residential zoning district •a new, or change to an existing, sign or awning •installation of telecommunications facilities Note – Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. CITY OF SARATOGA SPRINGS DESIGN REVIEW COMMISSION City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 x2533 www.saratoga-springs.org 4.DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: •Height – consistent with historic form and context of site and surrounding properties •Scale – relationship of structure and its architectural elements to human size, form, perception •Proportion – relationship among building elements including front façade, windows, and doors •Rhythm – pattern resulting from repeating building elements such as door/window openings, columns, arches, and other façade elements •Directional Expression – compatibility with horizontal & vertical expression of surrounding structures •Massing & Open Space – relationship of structure to open space between it and adjoining buildings •Setback – compatibility with surrounding structures •Compatibility of the following with surrounding structures/properties: -Major building elements (storefronts, doors, windows, roof) -Building materials -Color – (in non-residential zoning districts only) 5.DECISIONS: The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of the filing date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6.AGENDA DATE: Check City’s website (www.saratoga-springs.org) for meeting dates. Applications are placed on an agenda on first-come, first-served basis as determined by the completeness of the application. 7.APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance”. REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City’s Zoning Ordinance available in City Hall and on the City’s web site at http://www.saratoga-springs.org/544/Zoning-Ordinance. Revised 01/2021 Application to City Council FEE Comprehensive Plan amendment $1,800 + $300/acre Zoning Ordinance amendment $800 + $300/acre Planned Unit Development (PUD) amendment $800 + $300/acre Application to Zoning Board of Appeals Use Variance $1,400 + $50/app Area Variance - Residential $350/1st var +$50/app +$150/ea add variance Area Variance - Non-residential $1000/1st var + $50/app+ $200/ ea add variance Interpretations $650 + $50/app Application Fee x 2 + $50/app Variance extensions 50% of Application fee + $50/app Application to Design Review Commission Demolition $500 Residential Structures Principal $70 Accessory $70 Extension $35 Modification $55 Multi-Family, Comm, Mixed-Use Structures Sketch $200 Principal $650 Extension $250 Modification $400 Multi-Family, Comm, Mixed-Use Accessory, Signs, Awnings Principal $150 Extension $100 Modification $150 Application Fee x 2 Application to Planning Board Special Use Permit $1200 + $50/app Temporary Use Permit $500 Special Use Permit - extension $400 Special Use Permit - modification $550 + $50/app Site Plan Review - incl. PUD: Sketch Plan $400 per sketch Site Plan Full Residential $400 + $250/unit Non-residential $800 + $150/1000 sf Administrative SPR Residential $400 Non-residential $800 Extension Residential $250 Non-residential $350 Subdivision - incl. PUD: Sketch Plan $400 per sketch Preliminary Approval Residential: 1-5 lots $700 + $50/app Residential: 6-10 lots $1100 + $50/app Residential: 11-20 lots $1450 + $50/app Residential: 21+ lots $1800 + $50/app Residential - extension $350 Final Approval Residential $1,550 + $200/lot + $50/app Non- Residential $2,400/lot + $50/app Final Approval Modification Residential $400 + $50/app Non- Residential $800 + $50/app Final Approval Extension Residential $250 Non- Residential $350 Other: Lot Line Adjustment/Subdivision Administrative Action$400 Letter of Credit - modification or extension $400 Letter of Credit - collection up to 1% of LoC Recreation Fee $2000/lot or unit Land Disturbance $750 + $35/acre Watercourse/Wetland Permit $750 SEQRA EIS Review (Draft & Final) TBD Post Work Application Fee Post Work Application Fee OFFICE OF PLANNING AND ECONOMIC DEVELOPMENT FEES - 2023 City of Saratoga Springs OPED Fees Page 1 of 1 5 28 Station Street ● Manalapan, NJ 07726 ● Phone: 732-786-2484 ● Fax: 732-617-6966 PROJECT EXPEDITERS CONSULTING CORP. 28 Station Street Manalapan NJ 07726 Phone: 732-786-2484 Fax: 732-617-6966 www.peconsultingcorp.com Transmittal Company:From: Attn: Project: Address: PECC #: Date: Phone: Fedex UPS USPS Hand Delivery First Overnight Priority Overnight Standard Overnight 2 Day We are sending you: Forms Permit Plans Other: Remarks: Thank you. Description: Glen-Gery Glazed Brick General Glen-Gery manufactures many sizes of glazed brick in a variety of shades to accommodate the visual requirements of most projects. Unlike structural glazed tile, most glazed brick have an actual 3-5/8" inch bed depth (thickness). Glazes are applied to the brick before firing and become an integral part of the unit during the firing process. This process produces a finished surface which is typically impervious to both liquids and gasses. Brick with engobe coatings such as Glen-Gery Klaycoat brick are not considered to be glazed brick because they are not impervious to liquids and gasses. Glazed brick and glazed brick shapes are typically made specifically for each project. Unit Specifications Glen-Gery glazed bricks are manufactured to conform to American Society for Testing and Materials (ASTM) Standard Specification C 1405, Class Exterior, Grade S, Type 1, Division Solid (≤ 25% void). These products also conform to the requirements of ASTM C 1405, Class Interior. Hollow core units meeting the requirements of ASTM C 1405, Division H40V (> 25%, ≤ 40% void), may also be available on special order. Inquiries should be made about the availability of products which conform to the requirements of standards other than ASTM C 1405. When specifying glazed brick, the specification should cite: 1) The product name and state “as manufactured by Glen-Gery Corporation.” 2) Conformance with the requirements of the appropriate specification, including the Class, Grade and Type. 1 Revised 7/2015 Brick Positions in a Wall Stretcher Soldier Sailor Rowlock Header Rowlock Stretcher 3) The actual unit dimensions listed as thickness x height x length. For example: #G957 (Maroon) as manufactured by Glen-Gery Corporation to conform to the requirements of ASTM C1405, Class Exterior, Grade S, Type 1, Division Solid. The actual size of the brick shall be 3-5/8" x 2-1/4" x 7-5/8". P R O D U C T P R O F I L E Standard 3-5/8 x 2-1/4 x 8 6.55 units/sq. ft. Engineer Standard 3-5/8 x 2-3/4 x 8 5.39 units/sq. ft. Modular 3-5/8 x 2-1/4 x 7-5/8 6.75 units/sq. ft. Engineer Modular 3-5/8 x 2-3/4 x 7-5/8 5.63 units/sq. ft. Handmade Oversized 4 x 2-3/4 x 8-1/2 5.00 units/sq. ft. Utility 3-5/8 x 3-5/8 x 11-5/8 3.00 units/sq. ft. King Narrow-Bed 3-1/8 x 2-3/4 x 9-5/8 4.55 units/sq. ft. Engineer King 2-13/16 x 2-13/16 x 9-5/8 4.55 units/sq. ft. Kingston 3-5/8 x 2-3/4 x 11-5/8 3.75 units/sq. ft. Engineer Modular 3-5/8 x 2-3/4 x 7-5/8 5.63 units/sq. ft. Queen 3 x 2-3/4 x 7-5/8 5.63 units/sq. ft. Standard 3-5/8 x 2-1/4 x 8 6.55 units/sq. ft. Modular 3-5/8 x 2-1/4 x 7-5/8 6.75 units/sq. ft. Engineer Standard 3-5/8 x 2-3/4 x 8 5.39 units/sq. ft. Econo 3-5/8 x 3-5/8 x 7-5/8 4.50 units/sq. ft. Roman 3-5/8 x 1-5/8 x 11-5/8 6.00 units/sq. ft. Norman 3-5/8 x 2-1/4 x 11-5/8 4.50 units/sq. ft. Saxon 3-5/8 x 2-1/4 x 15-5/8 3.38 units/sq. ft. Double Utility 3-5/8 x 7-5/8 x 11-5/8 1.50 units/sq. ft. Double Titan 3-5/8 x 7-5/8 x 15-5/8 2.25 units/sq. ft. Titan 3-5/8 x 3-5/8 x 15-5/8 2.25 units/sq. ft. Regent 7-5/8 x 3-5/8 x 11-5/8 3.00 units/sq. ft. 8-Square 3-5/8 x 7-5/8 x 7-5/8 2.25 units/sq. ft. Glen-Gery Brick Sizes www.glengery.com • 610-374-4011 Coring and frogs are at the manufacturer’s option. Actual coring patterns may not match the illustrations. Titan Plus 7-5/8 x 3-5/8 x 15-5/8 2.25 units/sq. ft. Double Titan Plus 7-5/8 x 7-5/8 x 15-5/8 1.13 units/sq. ft. King 3-5/8 x 2-3/4 x 9-5/8 4.55 units/sq. ft. Lightweight Modular 3-1/2 x 2-1/4 x 7-5/8 6.75 units/sq. ft. Lightweight Engineer Modular 3-1/2 x 2-3/4 x 7-5/8 5.63 units/sq. ft. Viking 3-1/2 x 1-5/8 x 15-5/8 4.50 units/sq. ft. 2 Contact plant for specific information on sizing and coring. 3 Design Criteria Size: Table 1 provides the many sizes in which Glen-Gery manufacturers glazed brick. Dimensional Tolerances: Glen-Gery solid glazed brick are manufactured to meet the tolerances cited in ASTM C 1405, Grade S. Generally, the average size of the brick delivered to the site will be greater or lesser than the specified dimension. These differences are caused by the inherent variations in the raw materials and the day-to-day variations of the forming, drying, and firing processes. If the project detailing requires precise vertical or horizontal coursing, inquiries should be made regarding the dimen- sional variations which might be expected. It may be necessary to gauge the brick one or more times in these circumstances. Configuration: All solid glazed bricks are manufactured to meet the coring requirements of ASTM C 1405, Division Solid. These brick have multiple cores which will create a void space which will not exceed 25% of the gross cross-sectional area in every plane parallel to the bedding surface. Other cores sizes and configurations may be available on special order. Note that Glen-Gery glazed brick must contain cores; 100% solid units cannot be manufactured. Weight: The weights of bricks vary with the specific raw material, size, manufacturing process and the amount of corning. Average weight of glazed brick meeting the requirements of ASTM C 1405, Division Solid is listed in Table 1. Finishes: Glen-Gery glazed brick are manufactured with a smooth (die-skin) body with only smooth, mottled, or speckled finishes. Note that only one face of each glazed brick is finished. If both a finished stretcher face (standard production) and a finished header are required on the same brick, a quoin (S2 shape) must be Brick Size Thickness Height Length Brick Average Weight (inches) (mm) (inches) (mm) (inches) (mm) per square foot per unit (kg) Modular Engineer Modular Econo 8-Square Standard Engineer Standard Norman Utility 3-5/8 3-5/8 3-5/8 3-5/8 3-5/8 3-5/8 3-5/8 3-5/8 92 92 92 92 92 92 92 92 57 70 92 194 57 70 57 92 194 194 194 194 203 203 295 295 2-1/4 2-3/4 3-5/8 7-5/8 2-1/4 2-3/4 2-1/4 3-5/8 7-5/8 7-5/8 7-5/8 7-5/8 8 8 11-5/8 11-5/8 6.75 5.63 4.50 2.25 6.55 5.39 4.50 3.00 4.0 4.9 6.7 14.1 4.4 5.2 5.7 9.2 1.8 2.2 3.0 6.4 2.0 2.4 2.6 4.2 Specified Dimension TABLE 1 Brick Size, Coverage and Weight Standard SGR Facebrick 3-5/8 x 2-1/4 x 8 Standard S12C (left/right) One Each Finished Bed, Face & Header 3-5/8 x 2-1/4 x 8 Standard S10* One Finished Bed & One Face 3-5/8 x 2-1/4 x 8 Standard S180 One Finished Bed & One Header 3-5/8 x 2-1/4 x 8 Standard S180D One Finished Bed & Two Headers 3-5/8 x 2-1/4 x 8 Standard S2 Quoin 3-5/8 x 2-1/4 x 8 Standard S83 Double Quoin 3-5/8 x 2-1/4 x 8 Standard S80D No Face, Two Headers 3-5/8 x 2-1/4 x 8 Glen-Gery Glazed Brick Finished Sizes www.glengerybrick.com • 610-374-4011 *Horizontal coring utilized as a substitute for solids. Actual coring patterns may not match the illustrations. F F F Glen-Gery Glazed Brick Revised 7/2015 4 specially ordered. Other combinations of finished faces are also available on special order. Many of these combinations are shown in Glen-Gery’s Brick Shapes Catalog (and on page 3 of this document). Color: Glen-Gery glazed brick are available in a number of standard color blends. Please consult Glen-Gery’s Price List for the specific colors available. Other colors may be available on special order. Since the glazes can only be applied to the surfaces of the brick, through body colors are not possible. There is some range to all glazed brick colors. Shapes: “Standard” brick shapes are shapes dimensioned to course properly with bricks with 4" thick brick sizes and are described in the Glen-Gery’s Brick Shapes Catalog. These shapes include the S2 quoin and the S80 single header. Like glazed stretchers, standard brick shapes are not stock items and must be specially ordered in the quantities required. Other brick shapes are described in Glen-Gery’s “Brick Shapes” Catalog and include various configurations of bullnose, watertable, corner, radial, and shelf angle units. Shapes dimensioned for coursing with other brick sizes and shapes having configurations to fit specific project requirements are also available. As with all shapes, approved shop drawings must be received before stretcher and/or shapes production will be scheduled. All shapes must be identified early in the project because certain shape configurations may require special forming, drying, or firing procedures. These procedures may require more time or different scheduling than the glazed stretchers. In order to achieve the effects desired by the designer, some shape designs may require coring which does not meet the requirements of ASTM C 1405. Avoid sawing glazed bricks or glazed shapes. While field cutting of the glazed surface is possible, such cutting is not recommended due to the potential chipping of the surface. This damage cannot be repaired. For this reason, it is important to specify and detail dedicated left-handed and right-handed units, inside and outside corner units, glazed headers and rowlocks, shorter than standard units, and all similar bricks. Physical Properties of Units Compressive Strength: The average gross compressive strength of Glen-Gery glazed bricks exceeds 8,000 psi when tested with the load applied normal to the bedding surfaces. The actual compressive strength will depend upon the specific product tested. Bricks with this characteristic comply with the require- ments of ASTM C1405, Class Exterior. Water Absorption: The cold water absorption of an individual brick is less than or equal to 7%. The average saturation coefficient of such brick will often exceed 0.78. When the average saturation coefficient exceeds 0.78, the individual cold water absorption is less than or equal to 6% and is usually less than 4%. Bricks with these characteristics comply with the requirements of ASTM C 1405, Class Exterior. Initial Rate of Absorption (IRA): The initial rate of absorption (suction) of Glen-Gery glazed bricks normally does not exceed 10 grams per 30 square inches per minute under laboratory conditions. Because of the low suctions of glazed bricks, wetting is rarely, if ever, necessary. Properties of Walls Compressive Strength: The minimum assumed compressive strength of a brick wall constructed of a wall, using good workmanship and ASTM C270 Type N Mortar, will typically exceed 1,000 psi. Assemblies including Glen-Gery glazed brick may provide minimum assumed compressive strengths over 2,500 psi when used with good workmanship and Type N Mortar. Reference: Specification for Masonry Structures (TMS 602/ACI 530.1/ASCE 6). Thermal Performances: The thermal resistivity of Glen-Gery’s extruded bricks is approximately 0.11 (hr. • sq. ft. • deg F) /(Btu• in.). A nominal four-inch wythe, excluding air films, will provide a thermal resistance of approximately 0.40 (hr. • sq. ft. • deg F)/ Btu. The thermal resistivity is used to predict the thermal performance of wall elements under steady-state conditions. The mass and specific heat of this product provide additional benefits when subjected to the dynamic conditions of the natural environment. As described in the American Society of Heating Refrigerating and Air Conditioning Engineers (ASHRAE) Standard 90.1, the effects of mass, specific heat and the color of the brick should be considered. Reference: BIA Technical Notes on Brick Construction: 4, Revised, “Heat Transmission Coefficient for Brick Masonry Walls”; and 4B Revised – “Energy Code Compliance of Brick Masonry Walls.” Sound Transmission: A nominal four-inch wythe of brickwork has a sound transmission classification (STC) of approximately 45. Reference: BIA Technical Notes on Brick Construc- tion: 5A “Sound Insulation –Clay Masonry Walls.” Fire Resistance: Fire resistance ratings are directly related to wall assembly including the equivalent thickness of masonry. A nominal four- inch wythe of clay masonry has an ultimate fire resistance period of 1-1/4 hours which provides a one-hour fire rating. Fire ratings can be determined through Testing (per ASTM E119) or calculated in accordance with the International Building Code (IBC) or Code Requirements for Determining Fire Resistance of Concrete Masonry Construction Assemblies (ACI 216.1/TMS 0216). Reference: BIA Technical Notes on Brick Construction: 16 Revised, “Fire Resistance of Brick Masonry.” Coefficient of Thermal Expansion: Brick walls constructed of Glen-Gery glazed bricks have a coefficient of thermal expansion of approximately 0.000004 in./ in./deg F as listed in The Building Code Requirements for Masonry Glen-Gery Glazed Brick Revised 7/2015 5 1 These values are actual quantities and must be increased for waste and any possible construction requirements which may necessitate additional quantities. Modular Engineer Modular Econo 8-Square Standard Engineer Standard Norman Utility 8.10 8.52 9.15 12.29 6.29 8.81 11.24 12.29 5.46 4.79 4.12 2.77 4.12 4.75 5.06 3.69 6.75 5.63 4.50 2.25 6.55 5.39 4.50 3.00 3 Courses per 8" 5 Courses per 16" 1 Course per 4" 1 Course per 8" 3 Courses per 8" 5 Courses per 16" 3 Courses per 8" 1 Course per 4" Brick Size Vertical Coursing in courses per inch Units per square foot Cubic Foot per 100 square foot Quantity of Mortar per 1000 units TABLE 2 Brick and Mortar Quantities1 Nominal 3/8 Inch Mortar Joints Structures (TMS 402/ACI 530/ASCE 5). A wall one-hundred feet long exposed to an annual extreme temperature difference of 100F° is expected to experience a total thermal movement of approximately one-half of an inch. Coefficient of Moisture Expansion: The coefficient of moisture expansion of Glen-Gery glazed bricks is typically less they 0.0005 in./in. Although most moisture expansion for any clay brick occurs immediately after the brick are fired, and before the brick arrive on the job site, the maximum design moisture expansion of a wall 100 feet long (or high) is less than five-eights of an inch. Construction Storage and Protection: Store glazed brick and glazed shapes off of the ground to avoid contamination by water, mud, dust, or materials likely to cause staining or other defects. Store glazed brick in a protected area to avoid impact damage. Do not use cubes of glazed brick as supports or work areas or surfaces. Cover glazed brick with a weather resistant membrane held securely in place or otherwise protect the units from the elements. Handling: Handle glazed bricks with care. Maintain them in their protective packaging for as long as possible. The glaze is similar to glass in that contact with metal objects (tongs, trowels, scaffolding) or adjacent brick will likely cause chipping of the glaze. Chipped glazes cannot be repaired. Wetting: Because of the low initial rate of absorption of glazed bricks, wetting is rarely, if ever, necessary. Weather Extremes: Follow the procedures developed by The International Building Code (IBC) references cold and hot weather construction provisions for masonry that are based on those found in Specification for Masonry Structures (TMS 602/ACI 530.1/ASCE 6 ) and required by Building Code Requirements for Masonry Struc- tures (TMS 402/ACI 530/ASCE 5). While specific cold and hot weather provisions are not included within the International Residential Code (IRC) the IRC states that mortar for use in masonry construc- tion shall comply with ASTM C 270, which requires mortar for other than masonry veneer to be prepared in accordance with the Masonry Industry Council’s “Hot and Cold Weather Masonry Construction Manual.” Further information is also available in the BIA Technical Notes on Brick Construction 1; “Cold and Hot Weather Construction.” Laying and Mortars: Place units with head and bed joints full of mortar. The mortar used to lay glazed brick should be mixed from ASTM C 150 Portland cement, ASTM C 207, Type S, hydrated lime, and ASTM C144 sand. Except for pigments meeting the requirements of ASTM C 979, mineral aggregate pigments, there should be no substitutions, additions or deletions to this list of ingredients. Depending upon the design assumptions and the installation conditions, such as weather, the mortar may be proportioned to meet the requirements of ASTM C 270, Types N or S. Type N mortars tend to produce walls with the best water penetration resistance. Type S mortars provide greater flexural tensile strength. When glazed bricks are used in areas where sanitary conditions must be maintained, special mortars must be used. These special mortars are beyond the scope of this publication. A prepackaged mortar mix conforming to the ASTM C 270, Type N, proportion specification is Glen-Gery Color Mortar Blend. Reference: Glen-Gery Product Profile “Glen-Gery Color Mortar Blend.” Designing Structures Clad with Glazed Bricks: Because the finished (glazed) faces of glazed bricks are impervious to water, Glen-Gery Glazed Brick Revised 7/2015 6 other liquids, water vapor, and other gasses, water which may find its way into the wall system cannot evaporate through the glazed face of the brick. Thus, excess water must be prevented from entering the air space (cavity) and water that does enter the air space must be eliminated quickly. This can be accomplished by following the recom- mendations contained in Brick Industry Association Technical Notes on Bricks Construction #13, “Ceramic Glazed Brick Exterior Walls,” #21, “Brick Masonry Cavity Walls,” #28, “Anchored Brick Veneer, Wood Frame Construction,” and #28B, “Brick Veneer /Steel Stud Walls” in addition to the following recommendations: 1. Cavity wall or veneer wall construc- tion (Tech Notes #21, #28, or #28B) is mandatory. The clear width of all air spaces must be at least two inches. 2. Detail flashings at all window, louver, and door heads and sills, at the bases of air spaces, at lintels and shelf angles,at brick shelves, at the tops of walls, at any change in cross- section or construction and at all similar points in the construction. 3. In addition to detailing open-head- joint/weepvent/louvered insert weepholes twenty-four inches on center above every flashing, vent the tops of all air spaces to assist in dissipating the moisture within the airspace. Use open head-joints/vents spaced no more than twenty-four inches apart a course or two below horizontal interruptions of the air space such as shelf angles and flashing locations. Stagger these openings to reduce the possibility of water exiting the weephole above the flashing and entering the vent below the flashing. Weepholes must remain open at the base of the wall to allow air circulation. 4. Detail expansion joints (movement joints) in accordance with Technical Notes #18 “Volume Changes – Analysis and Effects of Movement” and #18A “Accommodating Expansion of Brickwork” Utilizing the coefficient of moisture expansion listed above. Expansion joint spacing in parapets should be limited to approximately 15 feet. 5. Consider the occupancy: Gymnasiums, locker rooms, kitchens, laundries, swimming pools, and similar occupancies may require the installa- tion of a vapor barrier on the heated side of the back-up and may require special HVAC systems. 6. Special attention must be paid to the proper detailing and installation of walls exposed to the exterior on two sides. When possible, avoid using glazed brick in freestanding walls, garden walls, wing walls, and parapet walls. 7. Do not use glazed brick to form sills for windows, louvers, wainscots, or in similar situations. 8. Do not use glazed brick to cap walls. 9. Do not use glazed brick below or in contact with grade. 10. Note that the use of full-height drainage mats in the air space may prevent the flow of air necessary for the drying of a wall clad with glazed bricks. Tooling: When thumbprint hard, tool mortar joints to produce a concave or vee joint finish. Do not use raked joints with glazed brick exposed to the weather. Protection of Work: At the end of each day or shut-down period, cover all work with a strong, weather resistant membrane which is held in place securely. Scaffold boards closest to the wall should be tilted up at days end to prevent splatter during rain. Care should be taken to protect brickwork located near the ground from mud and dirt. Cleaning: Immediately after tooling the joints, wipe the masonry units with a wet sponge to remove soft mortar. If necessary, remove mortar with a stiff bristle brush at the end of each shift. Clean with wooden paddles and a stiff bristle brush, using clean water. Metal tools and broken bricks will damage the glaze. If a cleaning agent is used, test the cleaning agent on a small sample area to observe the effectiveness of the cleaning agent and to determine if the cleaning agent damages the glaze, the mortar, or the brick body. Always presoak the wall prior to applying the cleaning agent and thoroughly rinse the wall after cleaning is completed. 202V Vana-Stop®, manufactured by Diedrich Technologies, Inc., will generally perform well. Detailed cleaning instructions are available from Glen-Gery distributors, factories, sales offices, and Glen-Gery Brickwork Design Profile, “Cleaning New Brickwork.” Estimating: The quantities of glazed bricks, shapes, and mortar required for a project will vary Modular Engineer Modular Econo 8-Square Standard Engineer Standard Norman Utility 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 4.50 3.75 3.00 1.50 4.50 3.75 4.50 3.00 4.50 3.75 3.00 1.50 4.50 3.75 4.50 3.00 1.50 1.50 1.50 1.50 1.43 1.43 1.00 1.00 Brick Size Stretcher Rowlock Soldier Header TABLE 3 Units Per Linear Foot in Various Positions Nominal 3/8 Inch Mortar Joints Glen-Gery Glazed Brick Revised 7/2015 with the size of the brick, the wall construction, specific detailing, the size and location of shapes, the coring of the units, and workmanship.Because the glaze will likely be damaged if the bricks are sawn, do not assume glazed bricks may be sawn to form shapes. Order shapes when they are needed. Table 1 provides the quantities of brick and mortar per square foot of wall and mortar quantities per 1000 bricks. These figures are based on the units being placed in the wall as stretchers in stack or running bond. The quantities are provided for a single wythe of brickwork. The values provided are estimates of the quantities in the finished wall and do not account for waste. The factors provided in Table 3 may be useful for approximating the number of units for bands and accents. These factors represent the actual number of units per linear foot for the various brick sizes placed on the four most frequently used positions in the wall. The factors are based upon a mortar joint which has a nominal width of three-eighth inch. The factors do not include waste. Reference: BIA Technical Notes on Brick Construction 10, “Dimensioning and Estimating Brick Masonry.” For further information contact: Glen-Gery Technical Services 433 South Pottsville Pike Shoemakersville, PA 19555 (610) 562-3076 This document is furnished for informational purposes only and is NOT intended as an EXPRESSED WARRANTY. Glen-Gery accepts no liability for the use of this material. All information should be independently evaluated by a qualified design professional in the context of the specific circumstances in which it is to be applied. Seller warrants title to said goods and that the goods supplied shall meet applicable specifications where such are designated in the Buyer’s order. Should the said goods fail to conform to the foregoing warranty, Seller will, at its option replace the same, F.O.B. job site or refund the portion of purchase price paid for such non-conforming goods. SELLER SHALL NOT BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR ANY BREACH OF THESE WARRANTIES. THE FOREGOING WARRANTIES ARE IN LIEU OF ALL OTHER WARRANTIES WHETHER EXPRESS OR IMPLIED, WRITTEN OR ORAL, INCLUDING, WITHOUT LIMITATION, WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. 7/15 LSD ©2015 Glen-Gery 610.374.4011 info@ glengery.com www.glengery.com 7 ALIGNXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXKEY PLAN SITE LOCATIONABBREVIATIONSSHEET INDEX SYMBOLS SPECIFICATIONS PLEASE REFER TO SPECIFICATION SECTIONS BELOW, FROM BANK OF AMERICA GUIDELINES WEBSITE. FOR PROJECT SPECIFICATIONS PLEASE REFER TO THE BANK OF AMERICA FACILITY GUIDELINES RETAIL DESIGN PORTAL WEBSITE. SECTIONS INDICATED BELOW SHALL BE MADE PART OF THE CONTRACT DOCUMENTS. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE AS BINDING AS IF CALLED FOR BY BOTH. DIVISION 01 - GENERAL REQUIREMENTS 01 10 00 SUMMARY 01 26 00 CONTRACT MODIFICATION REQUIREMENTS 01 26 13 REQUESTS FOR INTERPRETATION (RFI) 01 29 00 PAYMENT PROCEDURES 01 31 00 PROJECT MANAGEMENT AND COORDINATION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION 01 33 00 SUBMITTAL PROCEDURES 01 40 00 QUALITY REQUIREMENTS 01 42 00 REFERENCES 01 60 00 PRODUCT REQUIREMENTS 01 73 00 EXECUTION 01 73 29 CUTTING AND PATCHING 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 77 00 CLOSEOUT PROCEDURES 01 78 23 OPERATION AND MAINTENANCE DATA 01 78 39 PROJECT RECORD DOCUMENTS 01 79 00 DEMONSTRATION AND TRAINING DIVISION 04 - MASONRY & STONE 04 05 05 SELECTIVE DEMOLITION FOR MASONRY 04 05 13 MASONRY MORTARING 04 05 19 MASONRY ANCHORAGE AND REINFORCING 04 05 23 MASONRY ACCESSORIES 04 20 00 UNIT MASONRY DIVISION 05 - METALS 05 40 00 COLD-FORMED METAL FRAMING DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 10 00 ROUGH CARPENTRY 06 16 00 SHEATHING DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 13 26 SELF-ADHERING SHEET WATERPROOFING 07 21 00 THERMAL INSULATION 07 27 13 MODIFIED BITUMINOUS SHEET AIR BARRIERS 07 92 00 JOINT SEALANTS DIVISION 09 - FINISHES 09 22 16 NON-STRUCTURAL METAL FRAMING 09 29 00 GYPSUM BOARD 09 65 13 RESILIENT BASE AND ACCESSORIES 09 68 13 TILE CARPETING 09 91 23 INTERIOR PAINTING PROJECT DIRECTORY CODE REFERENCES PROJECT SITEAREA OF WORK 1. CONTRACT DOCUMENTS THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACT DOCUMENTS CONVEY THE DESIGN INTENT FOR THE PROJECT. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL COORDINATE THE WORK OF THE DOCUMENTS WITH THE WORK OF VENDOR PROVIDED INFORMATION ASSOCIATE WITH THE PROJECT. THE CONTRACTOR SHALL DISTRIBUTE COMPLETE CONTRACT DOCUMENTS TO PARTIES RESPONSIBLE FOR PERFORMING THE WORK SO THAT NO PARTY RECEIVES LIMITED INFORMATION. 2. COORDINATION OF THE WORK THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REVIEW AND VERIFICATION OF THE CONTRACT DOCUMENTS, FIELD CONDITIONS, VENDOR DESIGN DRAWINGS INCLUDING DELEGATED DESIGN WORK BY OTHERS, AND DIMENSIONS FOR ACCURACY AND FOR CONFIRMING THE WORK IS CONSTRUCTIBLE PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO OTHER TENANT SPACES OR BUILDING AREAS. THE CONTRACTOR SHALL SECURE A CURRENT COPY OF PUBLISHED CONSTRUCTION/CONTRACTOR BUILDING GUIDELINES AND REGULATIONS FROM THE BUILDING MANAGEMENT AND COMPLY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF RECORD IN WRITING OF CONFLICTS AND OBTAIN A WRITTEN CLARIFICATION FROM THE ARCHITECT OF RECORD PRIOR TO PROCEEDING WITH THE WORK. 3. DIMENSIONS DO NOT SCALE DRAWINGS. DIMENSIONS AND WORKPOINTS PROVIDED ARE TO STRUCTURAL GRID OR TO EXPOSED FACE OF A FINISH, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY DIMENSIONS WITH CONDITIONS IN THE FIELD AND SHALL SECURE WRITTEN RESOLUTION OF CONFLICTS FROM THE ARCHITECT PRIOR TO INITIATING THE WORK. DO NOT ADJUST DIMENSIONS INDICATED AS "CLEAR" OR "HOLD" WITHOUT WRITTEN DIRECTION FROM ARCHITECT. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DIMENSIONS THAT DIFFER BY MORE THAN "1 INCH", INCLUDING THOSE MARKED "VIF" AND "+/-". 4. DELEGATED DESIGN WORK BY OTHERS SYSTEMS INDICATED AS DELEGATED DESIGN SHALL BE ENGINEERED, AND STAMPED BY QUALIFIED PROFESSIONAL ENGINEERS LICENSED IN THE JURISDICTION OF THE WORK. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD FOR THESE SYSTEMS TO SECURE AGENCY APPROVALS, INCLUDING REQUIRED FEES ASSOCIATED WITH PERMIT APPROVAL. THESE SYSTEMS SHALL BE COORDINATED WITH THE CONTRACT DOCUMENTS AND SHALL COMPLY WITH APPLICABLE LEGAL REQUIREMENTS INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS UTILIZING PERFORMANCE AND DESIGN CRITERIA INDICATED IN THE CONTRACT DOCUMENTS. GENERAL NOTES • INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE, HANDLING, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC OR HARMFUL SUBSTANCES. • QUESTIONS THAT ARISE RELATED TO HAZARDOUS MATERIALS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS SHALL NOT BE REQUIRED TO DO WORK NOR RENDER OPINIONS RELATED TO HAZARDOUS MATERIALS. • CONTRACTORS SHALL REPORT THE PRESENCE OF MATERIAL OR ASSEMBLIES SUSPECTED TO CONTAIN HAZARDOUS MATERIALS UPON DISCOVERY TO THE OWNER. WORK SHALL BE HALTED UNTIL WRITTEN CLEARANCE TO CONTINUE HAS BEEN PROVIDED BY THE OWNER’S CERTIFIED HAZARDOUS MATERIALS CONSULTANTS. DEFINITIONS HAZARDOUS MATERIALS NOTES • BUILDING CODE: 2020 BUILDING CODE OF NEW YORK • EXISTING BUILDING CODE: 2020 EXISTING BUILDING CODE OF NEW YORK • PLUMBING CODE: 2020 NEW YORK STATE PLUMBING CODE • MECHANICAL CODE: 2020 NEW YORK STATE MECHANICAL CODE • ELECTRICAL CODE: 2017 NEW YORK STATE ELECTRICAL CODE • FIRE / LIFE SAFETY CODE: 2020 NEW YORK STATE FIRE CODE • ENERGY CODE: 2020 NEW YORK STATE ENERGY CODE • ALL CITY CODES AND AMENDMENTS • ACCESSIBILITY CODE: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN NOT IN CONTRACT TRUE TRUE NORTH PLAN NORTH DELTA REVISION CLOUD AREA NAME 150 SF AREA TAG SHEET NUMBER ELEVATION NUMBER ON SHEET SHEET NUMBER ENLARGED CALLOUT ON SHEET ZONE TO BE CALLED OUT GRID NUMBERA STRUCTURAL GRID LINE FINISH TRANSITION BREAKLINE DOUBLE BREAKLINE CL CENTERLINE SYMBOL FINISH GRAIN DIRECTION F-01 LIGHT FIXTURE / FURNITURE TAG XX EQUIPMENT/ACCESSORY TAG ROOM NAME 101 150 SF A-7.0 1 Ref 1 Ref1Ref 1Ref ALIGN CLOUD KEYNOTE ROOM TAG SECTION REFERENCE DETAIL SECTION REF DATUM A-8.6 1 DRAWING SCALE VIEW NUMBER 1 NORTH ARROW 101 1 A8.6 SIM ________________ 1 A-8.6 SIM _________ 1 View Name 1/8" = 1'-0" A B01 A PARTITION TYPE (SEE PARTITION SCHEDULE) GLAZING SYSTEM TYPE INSULATION TYPE, WHERE OCCURS 1 A101 SHEET NUMBER VIEW DIRECTION VIEW NUMBER ON SHEET AXON/PERSPECTIVE VIEW REF ELEVATION VIEW REF X'-X"CEILING HEIGHT TAG (AFF) DIVISION STREET EXISTINGBANK BRANCH EXISTINGDRIVE-THRURAILROAD PLWOODLAWN AVE.Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION As Indicated 3/21/2024 3:43:28 PMSARATOGA | NY6-112 47BACX.1194.000 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 A00.00 DRAWING INDEX, LOCATION MAP, AND PROJECT INFORMATION SHEET NUMBER DESCRIPTION ARCHITECTURAL A00.00 DRAWING INDEX, LOCATION MAP, AND PROJECT INFORMATION A00.11 GENERAL NOTES AND ACCESSIBILITY DETAILS A00.13 ARCHITECTURAL SITE PLAN A01.00 PARTIAL ENLARGED DEMOLITION SITE PLAN A02.00 PARTIAL ENLARGED ARCHITECTURAL SITE PLAN A07.00 PARTIAL ENLARGED EXTERIOR ELEVATIONS A08.00 AHD SECTION AND DETAILS A11.11 AHD CUTSHEET (FOR REFERENCE ONLY) STRUCTURAL S0.00 GENERAL NOTES, DETAILS, AND ELEVATION & AND L ANGLE @ AT CL CENTERLINE DIA DIAMETER PERP PERPENDICULAR C CHANNEL # POUND OR NUMBER ----------------------- -------------------------------------------- ACP ACOUSTICAL CEILING PANEL AD AREA DRAIN ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AGGR AGGREGATE AHD AFTER HOURS DEPOSITORY ALUM ALUMINUM APROX APPROXIMATE ARCH ARCHITECTURAL ASB ASBESTOS ASPH ASPHALT AWP ACOUSTIC WALL PANEL AXON AXONOMETRIC ----------------------- -------------------------------------------- BC BACK OF CURB BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BO BOTTOM OF BOT BOTTOM BR BULLET RESISTANT BTB BACK TO BACK ----------------------- -------------------------------------------- CAB CABINET CB CATCH BASIN CEM CEMENTIOUS CER CERAMIC CI CAST IRON CJ CONSTRUCTION JOINT CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CM CONSTRUCTION MANAGER CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CTSK COUNTERSUNK CNTR COUNTER CT CERAMIC TILE CTR CENTER ----------------------- -------------------------------------------- (D) DEMOLISH DBL DOUBLE DEPT DEPARTMENT DF DRINKING FOUNTAIN DEMO DEMOLISH DET DETAIL DIA DIAMETER DIM DIMENSION DISP DISPENSER DN DOWN DO DOOR OPENING DR DOOR DWR DRAWER DS DOWNSPOUT DWG DRAWING ----------------------- -------------------------------------------- E EAST (E) EXISTING EA EACH EEOR ELECTRICAL ENGINEER OF RECORD EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATION ELVTR ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EPNL ELECTRICAL PANEL EQ EQUAL EQPT EQUIPMENT EWC ELECTRIC WATER COOLER EXG EXISTING EXT EXTERIOR ----------------------- -------------------------------------------- FA FIRE ALARM FAB FABRIC FB FLAT BAR FC FACE OF CURB FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FHC FIRE HOSE CABINET FLM FILM FIN FINISH FL FLOOR FLSHG FLASHING FLUOR FLUORESCENT FO FACE OF FOC FACE OF CONCRETE FOF FACE OF FINISH FOS FACE OF STUDS FRP FIBERGLASS REINFORCED PLASTIC F.R.T. FIRE RETARDANT TREATED FT FOOT OR FEET FTG FOOTING FURR FURRING F&I FURNISH AND INSTALL FUT FUTURE FWP FABRIC WALL PANEL ----------------------- -------------------------------------------- GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GL GLASS / GLAZING GND GROUND GR GRADE GYP GYPSUM GWB GYPSUM BOARD ----------------------- -------------------------------------------- HB HOSE BIB HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HPC HIGH PERFORMANCE COATINGS HR HOUR HT HEIGHT ----------------------- -------------------------------------------- ID INSIDE DIAMETER (DIM) INSUL INSULATION INT INTERIOR JAN JANITOR JT JOINT KIT KITCHEN LAB LABORATORY LAM LAMINATE LAV LAVATORY LKR LOCKER LT LIGHT PROJECT DESCRIPTION: PROJECT ADDRESS: TYPE OF CONSTRUCTION: BUILDING OCCUPANCY: PROJECT AREA: BUILDING NO. OF STORIES: BUILDING AREA: SEISMIC DESIGN CATEGORY: BUILDING LIFE SAFETY INFO: PROJECT INFORMATION 1. ALL INTERIOR FINISHES SHALL COMPLY WITH THE REFERENCED CODE REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED RATINGS AS WELL AS TOXICITY. ADDITIONAL REQUIREMENTS: WALL AND CEILINGS (PER ASTM E84 OR UL723) INTERIOR EXIT STAIRWAYS, RAMPS AND EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: ROOMS AND ENCLOSED SPACES: FLOORING (PER ASTM E648 OR NFPA 253): CLASS II CRITICAL RADIANT FLUX OF NOT LESS THAN 0.22 WATTS PER SQUARE CENTIMETER FLAME SPREAD AND SMOKE-DEVELOPED INDEX CLASS A: FLAME SPREAD: 0 - 25; SMOKE-DEVELOPED: 0 - 450 CLASS B: FLAME SPREAD: 26 - 75; SMOKE-DEVELOPED: 0 -450 CLASS C: FLAME SPREAD: 76 - 200; SMOKE-DEVELOPED: 0 - 450 PARCEL NO.: DEFERRED SUBMITTALS & DELEGATED DESIGN WORK BY OTHERS UNDER SEPARATE PERMIT: 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 II-B B - BUSINESS 100 SF 3 17330 SF NON-SPRINKLERED, OPERABLE FIRE ALARM INSTALLED RISK CATEGORY: II B OCCUPANCY - CLASS A B OCCUPANCY - CLASS B B OCCUPANCY - CLASS C 411501-165-059-0001-019-000-0000 B COLD-FORMED METAL FRAMING SITE CLASS: D ----------------------- -------------------------------------------- MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MEMB MEMBRANE MEOR MECHANICAL ENGINEER OF RECORD MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL MUL MULLION ----------------------- -------------------------------------------- (N) NEW N NORTH NAT NATURAL NC NOISE CRITERION (NOISE LEVEL LIMIT) NIC NOT IN CONTRACT NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE ----------------------- -------------------------------------------- OA OVERALL OC ON CENTER OCC OCCUPANCY OD OUTSIDE DIAMETER (DIM) OFF OFFICE OPNG OPENING OTS OPEN TO STRUCTURE OPP OPPOSITE ----------------------- -------------------------------------------- P PAINT PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLUMB PLUMBING PLWD PLYWOOD PP POWER POLE PR PAIR PRCST PRECAST PT PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTD/R COMBINATION PAPER TOWEL DISPENSER AND WASTE RECEPTACLE PVB POLYVINYL BUTRYAL PVC POLYVINYL CHLORIDE (PLASTIC) ----------------------- -------------------------------------------- QT QUARRY TILE ----------------------- -------------------------------------------- (R) RELOCATE RAD RADIUS RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR RF RESILIENT FLOORING REINF REINFORCED REQ'D REQUIRED RESIL RESILIENT RM ROOM RO ROUGH OPENING RWL RAIN WATER LEADER ----------------------- -------------------------------------------- S SOUTH SAFB SOUND ATTENUATION BLANKETS S.A.M.F. SELF ADHERING MEMBRANE FLASHING SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER SEAL SEALANT SDT STATIC DISSIPATIVE TILE SEC SECURITY SECT SECTION SFRM SPRAY FIRE-RESISTIVE MATERIALL SG SAFETY GLAZING SH SHELF SHRW SHOWER SHT SHEET SHTG SHEATHING SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SOB SYMBOL ON BACKGROUND SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL SSK SERVICE SINK SSM SOLID SURFACE MATERIAL ST STONE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED ----------------------- -------------------------------------------- T TREAD / TILE TB TOWEL BAR TBD TO BE DETERMINED TC TELECOMM TC TOP OF CONCRETE TCOM TELECOMM TEL TELEPHONE TER TERRAZZO T&G TONGUE AND GROOVE THK THICK TOC TOP OF CURB TOP TOP OF PAVEMENT TPD TOILET PAPER DISPENSER TR TRANSITION TV TELEVISION TOW TOP OF WALL TYP TYPICAL ----------------------- -------------------------------------------- UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL ----------------------- -------------------------------------------- VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VANEER ----------------------- -------------------------------------------- W WEST W/ WITH WC WATER CLOSET / WALL COVERING WD WOOD WLD WELDED W/O WITHOUT WO WHERE OCCURS WP WATERPROOF WRB WEATHER RESISTANT BARRIER WT WEIGHT / WINDOW TREATMENT ----------------------- -------------------------------------------- ARCHITECT OF RECORD: INTERIOR ARCHITECTS, P.C. A NEW YORK PROFESSIONAL SERVICES CORPORATION JASON COATS 615 SOUTH COLLEGE STREET SUITE 725 CHARLOTTE, NC 28202 704.247.5317 J.COATS@INTERIORARCHITECTS.COM IA PROJECT CONTACT: INTERIOR ARCHITECTS, P.C. KRYSTAL CARLISLE 2200 MAIN STREET, SUITE 100 DALLAS, TX 75201 972.584.1366 K.CARLISLE@INTERIORARCHITECTS.COM ALIGN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE CLEAR / CLR / HOLD DIMENSIONS ARE ABSOLUTES, UNOBSTRUCTED FROM FACE OF EXPOSED FINISH SURFACES. DEMOLISH TO DECONSTRUCT COMPLETE SYSTEM, HAUL, AND DISPOSE OF MATERIAL, INCLUDING APPROPRIATE PULL BACK AND TERMINATION/CAPPING OF RELATED BUILDING SERVICES SALVAGE DIS-ASSEMBLE, CONVEY OR STORE MATERIAL PER OWNERS INSTRUCTIONS REUSE SALVAGE, STORE ON SITE, RE-INSTALL INSTALL ON-SITE OPERATIONS INCLUDING UNLOADING, TEMPORARY STORAGE, UN-PACKING, ASSEMBLY, PLACING, ANCHORING, APPLYING, FINISHING, PROTECTING, AND CLEANING COMPLETE AND OPERATIONAL ELEMENTS, EQUIPMENT, AND SYSTEMS FURNISH PROCURE AND STORE ON-SITE MATERIAL FOR INSTALLATION BY OTHERS PROVIDE FURNISH AND INSTALL COMPLETE AND OPERATIONAL SYSTEM STRUCTURAL ENGINEER CONTACT: BRITT, PETERS AND ASSOCIATES, INC. CONSULTING ENGINEEERS CAITLIN HATFIELD, EIT 1435 W. MOREHEAD STREET, SUITE 140 CHARLOTTE, NC 28208 704.964.5831 CHATFIELD@BRITTPETERS.COM PM/CLIENT REP. CONTACT: CBRE | GLOBAL WORKPLACE SOLUTIONS TARA BUTLER 601 N. WOOD AVE. LINDEN, NJ 07036 TARA.BUTLER@CBRE.COM CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202 TEL 704-908-1540 © 2024 INTERIOR ARCHITECTS, P.C., A NEW YORK PROFESSIONAL SERVICES CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 03/21/2024 10,000 SF LEVEL 1 ALTERATION TO EXISTING BANK BRANCH. PROPOSED IMPROVEMENTS INCLUDE: EXISTING WALK UP AFTER-HOURS DEPOSITORY (AHD) TO BE DECOMMISSIONED. NEW DRIVE THRU ACCESSIBLE UNIT IN NEW LOCATION. NEW ROUGH OPENING IS REQUIRED FOR NEW AHD UNIT FOR REACH RANGE IN DRIVE THRU. NEW FRAMING, BLOCKING, SHEATHING, AIR/WATER BARRIER INSULATION AND EXTERIOR CLADDING TO MATCH EXISTING SURROUNDING CONSTRUCTION. SCOPE OF WORK IS SOLELY FOR THE PURPOSE OF BARRIER REMOVAL AT THE AHD UNIT PER 2020 EBC OF NEW YORK STATE; SECTION 305.7 - EX.4. NOTE: THERE IS NO SCOPE OF WORK THAT ALTERS THE ACCESSIBLE PATH, EGRESS, NOR OCCUPANCY. LEGAL DESCRIPTION:S-10 B-I L-4,13 INSIDE SIDE ELEVATION PLAN VIEW FRONT ELEVATION PLAN VIEW 3'-0" MIN.FOR MIN. CLEARANCE24" MAX. DEPTH2'-8" MIN.4'-0"MAX. 10" 2'-6" 4'-0"2'-6"MAX. 10" 2'-6"1'-3" MIN.48" MAX.SIDE REACH RANGE4'-0"REACH RANGEFORWARD1'-3" MIN.4'-0" MAX.60" MIN. INTERIOR DOORS 18" MIN. CLEAR AT X 48" MIN.NOTE: X = 12" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER.60" MIN.36" MIN.Y = 60"24" MIN. NOTE: Y = 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER.Y = 44" MIN.24" MIN.Y = 44" MIN.NOTE: Y = 48" MIN. IF DOOR HAS A CLOSER AT EXTERIOR DOORS 24" MIN. CLEAR HINGE APPROACH, PULL SIDE: LATCH APPROACH, PULL SIDE: HINGE APPROACH, PUSH SIDE: LATCH APPROACH, PUSH SIDE: TYPICAL DOOR LANDING: DOORS IN SERIES: 22" MIN. 48" MIN. 48" MIN. 48" MIN.80" MIN4" MAX THAN 27"HIGHER OR BELOW 27"WIDTH CLEAR AMOUNT ANY Lobby MAX 12" MAX 12"27"-80"27" MAX.X>12"80" MINX>12" POST-MOUNTED OBJECTSx>80"27" MAXVERTICAL CLEARANCE BENEATH STAIRS PROTRUDING OBJECTS ACCESSIBLE PATH OF TRAVEL SURFACE 1/4" MAX.1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.), OR AUTHORITIES HAVING JURISDICTION ACCESSIBILITY STANDARDS, WHERE APPLICABLE, ALONG WITH ALL STATE, COUNTY, AND LOCAL APPLICABLE CODES, ORDERS, ORDINANCES AND REGULATIONS. PRIOR TO START OF WORK, NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL CONFORM TO THE MOST RESTRICTIVE REQUIREMENTS. 2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWINGS AND THE SCOPE OF WORK. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE. ARCHITECT SHALL BE NOTIFIED OF DISCREPANCIES. 3. BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED COST BREAK DOWN OF ALL SCOPE ITEMS AND A CONSTRUCTION SCHEDULE TO THE BANK OF AMERICA PROJECT MANAGER AND THE ARCHITECT. WORK SHALL BE SCHEDULED TO MEET BANK OF AMERICA REQUIREMENTS. 4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN-LIKE MANNER CONSISTENT WITH THE BEST STANDARDS OF THE TRADE. ITEMS AND MATERIALS USED SHALL BE SUITED FOR THE INTENDED PURPOSE. 5. TRADESMEN, CRAFTSMEN, INSTALLERS, FOREMEN AND SUPERVISORS ARE TO BE SKILLED, EXPERIENCED AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE PERFORMING. 6. PROJECT CONSTRUCTION ITEMS TO BE NEW, UNLESS NOTED OTHERWISE. NO SUBSTITUTIONS WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS, DRAWINGS, TEST DATA, SAMPLES, COST AND SCHEDULED CHANGES ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ANY ITEMS NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A TIME DELAY SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR AND THE ARCHITECT SHALL BE NOTIFIED. 7. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE U.N.O. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR EXACT MEANING, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 8. DIMENSIONS ARE TO THE FACE OF FINISH ON EXISTING OR NEW WORK, UNLESS NOTED OTHERWISE. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 9. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF ALL REVISIONS TO THE DRAWINGS AND CHANGES TO THE SCOPE OF WORK OR SCHEDULE AS REQUIRED BY GOVERNING AGENCIES, FIELD CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL REVISIONS TO BE IN WRITING AS CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK. 10. CONTRACTOR TO PROVIDE PROTECTIVE EQUIPMENT TO ENSURE THE LIFE SAFETY OF PUBLIC, TENANTS AND WORKERS AS REQUIRED BY FEDERAL, STATE AND LOCAL CODES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT PEDESTRIANS. 11. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER. DIRTY OR NOISY WORK SHALL BE PERFORMED AT SUCH A TIME AS DIRECTED BY THE OWNER AND/ OR CITY. ALL TRASH DEBRIS, SURPLUS MATERIAL, TOOLS AND EQUIPMENT TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. LEAVE PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA OR OWNER. 12. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. WHERE EXISTING CONSTRUCTION, FINISHES OR EQUIPMENT IS DAMAGED BY WORK IN THIS CONTRACT, IT SHALL BE PATCHED, REPAIRED OR REPLACED AS REQUIRED TO MATCH EXISTING AT NO COST TO BANK OF AMERICA. 13. THE LOCATION AND ELEVATIONS OF ALL WORK TO BE CONSTRUCTED AS SHOWN ON THE DRAWINGS. UNLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWN AND INTENDED. 14. THE CONTRACTOR SHALL LAY-OUT THE WORK, ESTABLISH AND MAINTAIN NECESSARY MARKERS AND BE RESPONSIBLE FOR THE ACCURACY OF THE WORK. THE CONTRACTOR SHALL MARK, AS A GUIDE TO ALL TRADES AND TO HIS SUBCONTRACTORS, THE EXACT LOCATIONS OF NEW OR REMODELED WORK WITH RESPECT TO ALL CHANGES TO EXISTING. 15. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETC. INCLUDING THE PREPARATION OF SURFACES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED RECOMMENDATIONS AND INSTALLATION REQUIREMENTS. 16. PERTAINING TO EQUIPMENT: GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF ANY EXISTING EQUIPMENT OR CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION. 17. BESIDES GUARANTEES REQUIRED ELSEWHERE, THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF WORK WITHOUT EXPENSE TO BANK OF AMERICA. GUARANTEE SHALL INCLUDE ANY WORK THAT MAY BE DISPLACED BY GENERAL CONTRACTOR'S WORK. 18. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 19. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 20. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. CONTRACTOR SHALL INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 21. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. 22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. 23. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 24. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS NOTED OTHERWISE. BANK OF AMERICA GENERAL NOTES AHD, DISPLAY FEATURES AND REACHABILITY MUST CONFORM TO IBC 2018 AND ADA REQUIREMENTS.ALLOWABLE AREA OF OPERATIONFORWARD REACH RANGE48" MAX.15" MIN. 30" 48" LINE OF REQUIRED CLEARANCE ACTUAL AREA OF OPERATIONAHD PLAN VIEW SIDE ELEVATION 48" Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION As Indicated 3/21/2024 3:43:29 PMSARATOGA | NY6-112 47BACX.1194.000 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 A00.11 GENERAL NOTES AND ACCESSIBILITY DETAILS 1/2" = 1'-0"4 ACCESSIBLE CLEAR FLOOR SPACE AND REACH RANGE REQUIREMENTS 1/4" = 1'-0"3 ACCESSIBLE DOOR MANEUVERING CLEARANCES 1/4" = 1'-0"1 ACCESSIBLE PROTRUDING OBJECTS 3" = 1'-0"2 ACCESSIBLE PATH OF TRAVEL CHANGE IN LEVEL CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202 TEL 704-908-1540 1/2" = 1'-0"5 AHD FORWARD APPROACH CLEARANCES - EXISTING BUILDINGS © 2024 INTERIOR ARCHITECTS, P.C., A NEW YORK PROFESSIONAL SERVICES CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 03/21/2024 -EXISTING BUILDINGS X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSITE PLAN LEGEND ACCESSIBLE PATH OF TRAVEL EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION LIMIT OF PROPOSED WORK EXISTING ACCESSIBLE PARKING STALL EXISTING TREE TO REMAIN EXISTING LANDSCAPING EXISTING FENCE EXISTING LIGHT POLE E EXISTING ELECTRICAL BOX EXISTING METAL GRATE EXISTING FIRE HYDRANT 1. SITE PLAN PROVIDED FOR CONTEXT. ALL SITE CONDITIONS ARE EXISTING. RELATED INFORMATION SHOWN IS PROVIDED BY ARCHITECT AS OBSERVED IN THE FIELD. ARCHITECT HAS RELIED ON THE ACCURACY AND COMPLETENESS OF INFORMATION SHOWN BUT DOES NOT ACCEPT RESPONSIBILITY FOR INFORMATION PROVIDED BY OTHERS. GC TO VERIFY EXISTING SITE CONDITIONS COMPLY WITH THE AHJ-ADOPTED ACCESSIBILITY CODE REQUIREMENTS AND AS ILLUSTRATED IN THESE DRAWINGS. 2. CALL 48 HOURS BEFORE YOU DIG. NATIONAL HOTLINE: 811. 3. CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL (ESC) PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION AS REQUIRED PER SCOPE OF WORK. CONTRACTOR SHALL VERIFY ESC REQUIREMENTS WITH LOCAL JURISDICTION. 4. CONTRACTOR SHALL USE DUST CONTROL MEASURES DURING DRY WEATHER. 5. EXISTING SITE LIGHTING TO REMAIN. 6. EXISTING ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. 7. MINIMUM 48" WIDE EXISTING ACCESSIBLE PATH OF TRAVEL WITH MAX 5% SLOPE (2% MAX CROSS SLOPE) 8. WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL ARE TO BE CONTINUOUS. 9. EXISTING CONSTRUCTION TO REMAIN, U.O.N. SITE PLAN NOTES DIVISION STREET EXISTING BANK BRANCH EXISTING ADJACENT TENANT EXISTING ADJACENT TENANTRAILRAOD PLACEEXISTING ADJACENT TENANT A02.00 2 EXISTING DRIVE- THRU EXISTING DRIVE- THRU LANE #2 EXISTING DRIVE- THRU LANE #2 EXISTING DRIVE- THRU LANE #3 EXISTING DRIVE- THRU S01 S02 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION As Indicated 3/21/2024 3:43:30 PMSARATOGA | NY6-112 47BACX.1194.000 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 A00.13 ARCHITECTURAL SITE PLAN CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202 TEL 704-908-1540 TRUE KEYNOTES NO. DESCRIPTION S01 PROVIDE NEW ACCESSIBLE AHD UNIT. FIELD DIMENSIONS TO BE FIELD VERIFIED PRIOR TO ORDERING RECEIVING SAFE TO ENSURE PROPER INSTALLATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND COORDINATE WITH OWNER'S SECURITY TEAM, TYP. SEE SHEET A11.11 FOR AHD CUTSHEET DETAILS (FOR REFERENCE ONLY). S02 INFILL EXISTING OPENING WITH NEW WALL ASSEMBLY. PROVIDE NEW ALUMINUM PANEL. REFER TO ELEVATION AND DETAILS. © 2024 INTERIOR ARCHITECTS, P.C., A NEW YORK PROFESSIONAL SERVICES CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 03/21/2024 1" = 10'-0"1 ARCHITECTURAL SITE PLAN - ACCESSIBLE PATH OF TRAVEL X X X X X X DEMOLITION PLAN LEGEND EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO REMAIN EXISTING ACCESSIBLE PARKING STALL EXISTING TREE TO REMAIN EXISTING LANDSCAPING EXISTING FENCE EXISTING LIGHT POLE E EXISTING ELECTRICAL BOX EXISTING METAL GRATE EXISTING FIRE HYDRANT 1. EXISTING ELEMENTS TO REMAIN, U.O.N. 2. REMOVE MATERIALS CREATING UNEVEN, OUT OF TOLERANCE SUBSTRATE INCLUDING BUT NOT LIMITED TO FASTENERS, COVER PLATES, RESILIENT FLOORING, CARPET PAD, ETC. 3. LIFE SAFETY DEVICES SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION. 4. PROPERTY LINES, UTILITIES, EASEMENTS, DIMENSIONS, ELEVATIONS AND RELATED INFORMATION SHOWN IS TAKEN FROM SITE SURVEY PREPARED BY OWNER'S CIVIL ENGINEER. ARCHITECT HAS RELIED ON THE ACCURACY AND COMPLETENESS OF THE INFORMATION SHOWN BUT DOES NOT ACCEPT RESPONSIBILITY FOR INFORMATION PROVIDED BY OTHERS. 5. CALL 48 HOURS BEFORE YOU DIG. NATIONAL HOTLINE: 811. 6. CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL (ESC) PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. CONTRACTOR SHALL VERIFY ESC REQUIREMENTS WITH LOCAL JURISDICTION. 7. CONTRACTOR SHALL USE DUST CONTROL MEASURES DURING DRY WEATHER. DEMOLITION PLAN SHEET NOTES EXISTING DRIVE- THRU EXIT EXISTING BANK BRANCH EXISTING DRIVE- THRU ENTRY EXISTING DRIVE- THRU LANE #2 EXISTING DRIVE- THRU LANE #3 A07.00 1 0S05 0S13 0S11 0S02 0S02 0S07 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION As Indicated 3/21/2024 3:43:31 PMSARATOGA | NY6-112 47BACX.1194.000 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 A01.00 PARTIAL ENLARGED DEMOLITION SITE PLAN KEYNOTES NO. DESCRIPTION 0S02 EXISTING DRIVE THRU LANE TO REMAIN. DRIVE THRU LANE TO BE CLOSED DURING CONSTRUCTION. BARRICADE AS NEEDED. 0S05 REMOVE EXISTING AHD UNIT AND PREPARE AREA FOR NEW WALL METAL PANEL. COORDINATE EXTERIOR WALL DEMOLITION WITH OWNER'S SECURITY TEAM. REFER TO ELEVATIONS AND DETAILS. 0S07 EXISTING BOLLARD TO REMAIN, TYP. 0S11 EXISTING ATM AND SURROUND TO REMAIN, TYP. 0S13 EXISTING STOREFRONT SYSTEM TO BE REMOVED. CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202 TEL 704-908-1540 © 2024 INTERIOR ARCHITECTS, P.C., A NEW YORK PROFESSIONAL SERVICES CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 03/21/2024 TRUE 1/4" = 1'-0"1 PARTIAL ENLARGED DEMOLITION SITE PLAN X X X X X X 1. SITE PLAN PROVIDED FOR CONTEXT. ALL SITE CONDITIONS ARE EXISTING. RELATED INFORMATION SHOWN IS PROVIDED BY ARCHITECT AS OBSERVED IN THE FIELD. ARCHITECT HAS RELIED ON THE ACCURACY AND COMPLETENESS OF INFORMATION SHOWN BUT DOES NOT ACCEPT RESPONSIBILITY FOR INFORMATION PROVIDED BY OTHERS. GC TO VERIFY EXISTING SITE CONDITIONS COMPLY WITH THE AHJ-ADOPTED ACCESSIBILITY CODE REQUIREMENTS AND AS ILLUSTRATED IN THESE DRAWINGS. 2. CALL 48 HOURS BEFORE YOU DIG. NATIONAL HOTLINE: 811. 3. CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL (ESC) PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION AS REQUIRED PER SCOPE OF WORK. CONTRACTOR SHALL VERIFY ESC REQUIREMENTS WITH LOCAL JURISDICTION. 4. CONTRACTOR SHALL USE DUST CONTROL MEASURES DURING DRY WEATHER. 5. EXISTING SITE LIGHTING TO REMAIN. 6. EXISTING ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. 7. MINIMUM 48" WIDE EXISTING ACCESSIBLE PATH OF TRAVEL WITH MAX 5% SLOPE (2% MAX CROSS SLOPE) 8. WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL ARE TO BE CONTINUOUS. 9. EXISTING CONSTRUCTION TO REMAIN, U.O.N. SITE PLAN NOTES SITE PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION LIMIT OF PROPOSED WORK EXISTING ACCESSIBLE PARKING STALL EXISTING TREE TO REMAIN EXISTING LANDSCAPING EXISTING FENCE EXISTING LIGHT POLE E EXISTING ELECTRICAL BOX EXISTING METAL GRATE EXISTING BANK BRANCH EXISTING DRIVE- THRU ENTRY EXISTING DRIVE- THRU LANE #2 EXISTING DRIVE- THRU EXIT 9'-0" MIN.V.I.F.18'-0" MIN., TYP.A07.00 2 EXISTING DRIVE- THRU LANE #3 S01 S02 A07.00 3 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION As Indicated 3/21/2024 3:43:32 PMSARATOGA | NY6-112 47BACX.1194.000 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 A02.00 PARTIAL ENLARGED ARCHITECTURAL SITE PLAN KEYNOTES NO. DESCRIPTION S01 PROVIDE NEW ACCESSIBLE AHD UNIT. FIELD DIMENSIONS TO BE FIELD VERIFIED PRIOR TO ORDERING RECEIVING SAFE TO ENSURE PROPER INSTALLATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND COORDINATE WITH OWNER'S SECURITY TEAM, TYP. SEE SHEET A11.11 FOR AHD CUTSHEET DETAILS (FOR REFERENCE ONLY). S02 INFILL EXISTING OPENING WITH NEW WALL ASSEMBLY. PROVIDE NEW ALUMINUM PANEL. REFER TO ELEVATION AND DETAILS. TRUE CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202 TEL 704-908-1540 © 2024 INTERIOR ARCHITECTS, P.C., A NEW YORK PROFESSIONAL SERVICES CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 03/21/2024 1/4" = 1'-0"2 PARTIAL ENLARGED ARCHITECTURAL SITE PLAN - ACCESSIBLE PATH OF TRAVEL ELEVATION NOTES 1. EXISTING FINISHES TO REMAIN, U.O.N. 2. GC TO COORDINATE WITH LANDLORD AS REQUIRED. NIGHT DEPOSITORY ENVELOPES 0S05 0S04 0S28 0S13 0S11 0S07 0S07 0S03 EQ. PER MFR RECOMMENDATION COORD. OPENING EQ. S02 PER MFR 1'-11" R.O.PER MFR2'-0" R.O.0S11 S01 S05 48" MAX TO OPERABLE PART46" ABOVE FINISHED GRADE0S07 0S21 0S07 0S08 0S08 0S08 0S08 S12 CL CENTER OF LIGHT FIXTURE6'-0"4 A08.00 16 A08.00 13 A08.00 2 A08.00 0S11 S01 0S07 0S21 0S08CENTER OF LIGHT FIXTURE6'-0"S12 1 A08.00 Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION As Indicated 3/21/2024 3:43:33 PMSARATOGA | NY6-112 47BACX.1194.000 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 A07.00 PARTIAL ENLARGED EXTERIOR ELEVATIONS KEYNOTES NO. DESCRIPTION 0S03 REMOVE PRECAST CONCRETE SILL CAP. 0S04 REMOVE PORTION OF EXISTING PARTITION WALL FOR NEW AHD HEAD AND FRAME OPENING AT ACCESSIBLE HEIGHT. CUT BRICK AT NEAREST JOINT AND INFILL WITH NEW BRICK AND MORTAR TO MATCH EXISTING ADJACENT. GC TO VERIFY EXISTING CONSTRUCTION TYPE AND MAINTAIN AS REQUIRED. 0S05 REMOVE EXISTING AHD UNIT AND PREPARE AREA FOR NEW WALL METAL PANEL. COORDINATE EXTERIOR WALL DEMOLITION WITH OWNER'S SECURITY TEAM. REFER TO ELEVATIONS AND DETAILS. 0S07 EXISTING BOLLARD TO REMAIN, TYP. 0S08 EXISTING FINISHES TO REMAIN, TYP. PROTECT DURING CONSTRUCTION. 0S11 EXISTING ATM AND SURROUND TO REMAIN, TYP. 0S13 EXISTING STOREFRONT SYSTEM TO BE REMOVED. 0S21 EXISTING CONCRETE CURB CONSTRUCTION TO REMAIN, TYP. PROTECT DURING CONSTRUCTION. 0S28 REMOVE EXISTING EXTERIOR LIGHT FIXTURE AND SALVAGE FOR REINSTALLATION. SEE NEW WORK ELEVATION. S01 PROVIDE NEW ACCESSIBLE AHD UNIT. FIELD DIMENSIONS TO BE FIELD VERIFIED PRIOR TO ORDERING RECEIVING SAFE TO ENSURE PROPER INSTALLATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND COORDINATE WITH OWNER'S SECURITY TEAM, TYP. SEE SHEET A11.11 FOR AHD CUTSHEET DETAILS (FOR REFERENCE ONLY). S02 INFILL EXISTING OPENING WITH NEW WALL ASSEMBLY. PROVIDE NEW ALUMINUM PANEL. REFER TO ELEVATION AND DETAILS. S05 GC TO MAINTAIN MAXIMUM HEIGHT OF 42" TO KEYHOLE FROM GRADE. S12 RELOCATED EXTERIOR LIGHT FIXTURE. CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202 TEL 704-908-1540 © 2024 INTERIOR ARCHITECTS, P.C., A NEW YORK PROFESSIONAL SERVICES CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 03/21/2024 3/4" = 1'-0"1 PARTIAL ENLARGED DEMOLITION EXTERIOR ELEVATION - AHD 3/4" = 1'-0"2 PARTIAL ENLARGED EXTERIOR ELEVATION - NEW AHD 3/4" = 1'-0"3 PARTIAL ENLARGED EXTERIOR SIDE ELEVATION - NEW AHD ALIGNA08.00 8 A08.00 6 INTERIOREXTERIOR VERIFY INSIDE FLOOR AND EXTERIOR LEVEL HEIGHTS PRIOR TO CONSTRUCTING WALL OPENING. IF INSIDE FLOOR LEVEL IS MORE THAN 6" HIGHER THAN EXTERIOR LEVEL, DIMENSION FOR WALL OPENING HEIGHT MUST BE ADJUSTED ACCORDINGLY AND REQUIRED OPERATING HEIGHTS MAY NOT BE MET FOR ACCESSIBILITY STANDARDS (ADA, CSA, CAE, CEN, ETC.). GC TO NOTIFY ARCHITECT IF DISCREPANCY IS TOO GREAT. WALL OPENING HEIGHT NOTE:48" MAX. TO HIGHEST OPERABLE PART47" MAX. ABOVE FINISHED GRADEWALL OPENING 24"EXISTING EXTERIOR BRICK VENEER NOTE: BRICK COURSE IS FOR GRAPHICAL REPRESENTATION ONLY. GC TO VERIFY EXTENT THAT IS AFFECTED IN FIELD. NEW AHD UNIT. INSTALL PER MFR'S RECOMMENDATIONS AND COORDINATE WITH OWNER'S SECURITY TEAM, TYP. SEE SHEET A11.11 FOR AHD CUTSHEET DETAILS (FOR REFERENCE ONLY). NEW SEALANT & BACKER ROD ALL 4 SIDES INTERIOREXTERIOR INTERIOREXTERIOR VERIFY INSIDE FLOOR AND EXTERIOR LEVEL HEIGHTS PRIOR TO CONSTRUCTING WALL OPENING. IF INSIDE FLOOR LEVEL IS MORE THAN 6" HIGHER THAN EXTERIOR LEVEL, DIMENSION FOR WALL OPENING HEIGHT MUST BE ADJUSTED ACCORDINGLY AND REQUIRED OPERATING HEIGHTS MAY NOT BE MET FOR ACCESSIBILITY STANDARDS (ADA, CSA, CAE, CEN, ETC.). GC TO NOTIFY ARCHITECT IF DISCREPANCY IS TOO GREAT. WALL OPENING HEIGHT NOTE:WALL OPENING 24"NEW DRIVE THRU AHD. INSTALL PER MFR'S RECOMMENDATIONS AND COORDINATE WITH OWNER'S SECURITY TEAM, TYP. SEE SHEET A11.11 FOR AHD CUTSHEET DETAILS (FOR REFERENCE ONLY). NEW SEALANT & BACKER ROD ALL 4 SIDES AND AT FLASHING, WHERE OCCURS NEW FLASHING ON BED OF SEALANT NEW CEMENT PLASTER SYSTEM TO MATCH EXISTING WITH NEW METAL LATH AND WEATHER-RESISTIVE BARRIER. PAINT TO MATCH EXISTING SURROUNDING AREA EXISTING CEMENT PLASTER WALL NEW WEATHER-RESISTIVE BARRIER (W.R.B) OVER EXTERIOR SHEATHING S.A.M.F. LAP METAL FLASHING TEAR AWAY BEAD PRESSURE TREATED BLOCKING NEW EXTERIOR METAL FRAMING AND INSULATION 5/8" GYPSUM WALL BOARD SELF-ADHERING MEMBRANE FLASHING. WRAP WOOD BUCK TO FACE OF SHEATHING SEALANT AT MOISTURE RESISTANT BARRIER AND AHD UNIT PROVIDE CONTINUOUS S.A.M.F. TO END OF BLOCKING EXISTING GYPSUM WALL BOARD EXISTING METAL EXTERIOR WALL FRAMING NEW EXTERIOR BRICK VENEER TO MATCH EXISTING NEW EXTERIOR METAL WALL FRAMING WITH INSULATION. MATCH R- VALUE WITH EXISTING NEW AHD UNIT. INSTALL PER MFR'S RECOMMENDATIONS AND COORDINATE WITH OWNER'S SECURITY TEAM, TYP. SEE SHEET A11.11 FOR AHD CUTSHEET DETAILS (FOR REFERENCE ONLY). NEW SEALANT & BACKER ROD ALL 4 SIDES INTERIOREXTERIOR WEATHER RESISITVE BARRIER OVER NEW EXTERIOR SHEATHING PRESSURE TREATED WOOD BLOCKING PRESSURE TREATED WOOD BLOCKING NEW SEALANT & BACKER ROD ALL 4 SIDES WALL OPENING PER MFR.2'-0"5/8" GYPSUM WALL BOARD INTERIOREXTERIOR SELF-ADHERING MEMBRANE FLASHING. WRAP WOOD BUCK TO FACE OF SHEATHING PRESSURE TREATED BLOCKING NEW EXTERIOR METAL FRAMING AND INSULATION SEALANT AT MOISTURE RESISTANT BARRIER AND AHD UNIT NEW EXTERIOR METAL FRAMING AND INSULATION 5/8" GYPSUM WALL BOARD EXISTING GYPSUM WALL BOARD INTERIOREXTERIOR NEW FLASHING ON BED OF SEALANT NEW CEMENT PLASTER SYSTEM TO MATCH EXISTING WITH NEW METAL LATH AND WEATHER-RESISTIVE BARRIER. PAINT TO MATCH EXISTING SURROUNDING AREA NEW WEATHER-RESISTIVE BARRIER (W.R.B) OVER EXTERIOR SHEATHING S.A.M.F. LAP METAL FLASHING EXISTING BRICK WALL CONSTRUCTION INTERIOREXTERIOR DECOMMISSIONED EXISTING AHD UNIT EXISTING BRICK WALL CONSTRUCTION EXISTING BRICK WALL CONSTRUCTION EXISTING LINTEL TO REMAIN ATTACH NEW ALUMINUM PANEL TO EXISTING METAL FRAME. SEAL AROUND ALL SIDES OF PANEL AS NEEDED. EXISTING METAL FRAME TO REMAIN WOOD BLOCKING Job No. Owner Approval Scale DELTA ISSUE DATEDESCRIPTION As Indicated 3/21/2024 3:43:34 PMSARATOGA | NY6-112 47BACX.1194.000 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 A08.00 AHD SECTION AND DETAILS 1 1/2" = 1'-0"4 NEW WALK-UP AHD - SECTION 3" = 1'-0"8 NEW WALK-UP AHD - SILL 3" = 1'-0"6 NEW WALK-UP AHD - HEAD CHARLOTTE 615 S. COLLEGE ST. SUITE 725 CHARLOTTE, NC 28202 TEL 704-908-1540 © 2024 INTERIOR ARCHITECTS, P.C., A NEW YORK PROFESSIONAL SERVICES CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 ISSUED FOR PERMIT 03/21/2024 3" = 1'-0"16 NEW WALK-UP AHD - PLAN 3" = 1'-0"13 NEW WALK-UP AHD - PLAN 3" = 1'-0"1 NEW WALK-UP AHD - SILL 1 1/2" = 1'-0"2 WALL ASSEMBLY INFILL AT EXISTING AHD OPENING Job No. Owner Approval DELTA ISSUE DATEDESCRIPTION FOR REFERENCE ONLY 3/21/2024 3:43:37 PMSARATOGA | NY6-112 47BACX.1194.000 27 DIVISION ST. SARATOGA SPRINGS, NY 12866 A11.11 AHD CUTSHEET (FOR REFERENCE ONLY)23.12.121 ISSUED FOR PERMIT 03/21/2024 CL GENERAL A. USE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND SHOP DRAWINGS. B. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONTRACT DOCUMENTS AND LATEST ADDENDA, AS WELL AS SUBMITTING TO ALL SUBCONTRACTORS AND SUPPLIERS PRIOR TO SUBMITTING SHOP DRAWINGS. C. DO NOT SCALE DRAWINGS OR AUTO-DIMENSION ELECTRONIC FILES. NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES IN WRITING PRIOR TO FABRICATION OR CONSTRUCTION. D. COMPARE ALL CONTRACT DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN DISCIPLINES, AND WITHIN A GIVEN DISCIPLINE, TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND ERECTION. E. IF A CONFLICT EXISTS AMONG THE STRUCTURAL DRAWINGS, OR GENERAL NOTES, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, GOVERNS. F. COORDINATE ALL ELEVATIONS AND DIMENSIONS, INCLUDING BUT NOT LIMITED TO, OPENINGS IN WALLS AND IN ROOF AND FLOOR SYSTEMS, WITH THE ARCHITECTURAL, PLUMBING, ELECTRICAL, AND MECHANICAL PLANS. G. VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS. NOTIFY THE ARCHITECT AND ENGINEER OF DISCREPANCIES BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. DURING THE CONSTRUCTION PROCESS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE AND TO PROTECT FROM DAMAGE ANY PORTIONS THAT REMAIN. THE SHORING AND BRACING SHOWN (IF ANY) IS A PARTIAL AND SCHEMATIC REPRESENTATION. SUBMIT DRAWINGS AND CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR THE SHORING/BRACING PRIOR TO CONSTRUCTION. DETERMINE THE ERECTION PROCEDURE TO ENSURE THE STABILITY AND SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. H. THE EXISTING LATERAL-FORCE RESISTING SYSTEMS (LFRS), INCLUDING THE DIAPHRAGMS, ARE REQUIRED TO RESIST LATERAL LOADS AND PROVIDE STABILITY UNDER GRAVITY LOADS. DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS UNTIL THE LATERAL-LOAD RESISTING OR STABILITY-PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. I. UNLESS NOTED OTHERWISE, DETAILS SHOWN ARE TYPICAL FOR ALL SIMILAR CONDITIONS. J. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS, AS WELL AS SAFETY PRECAUTIONS AND PROGRAMS. K. BRITT, PETERS & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, NOR FAILURE TO PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. L. PERIODIC SITE OBSERVATION BY BRITT, PETERS & ASSOCIATES, INC. IS FOR DETERMINING IF THE WORK IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. STRUCTURAL OBSERVATIONS ARE NOT INTENDED AS QUALITY CONTROL (CONTRACTOR'S RESPONSIBILITY), QUALITY ASSURANCE (SPECIAL INSPECTOR'S RESPONSIBILITY), NOR TO CONFIRM THE QUALITY OR QUANTITY OF THE WORK. M. THE BUILDING OWNER IS RESPONSIBLE FOR PERIODIC MAINTENANCE TO ENSURE STRUCTURAL INTEGRITY. MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO, STEEL/CONCRETE COATINGS, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS, AND CRACKS IN CONCRETE, AND CLEANING OF EXPOSED STRUCTURAL ELEMENTS. DESIGN CRITERIA A. STRUCTURAL DRAWINGS ARE BASED ON THE REQUIREMENTS OF THE 2020 BUILDING CODE OF NEW YORK STATE AND THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE. B. DESIGN WIND LOADS: 1. BASIC WIND SPEED: VULT 109 MPH (3-SEC GUST) 2. BASIC WIND SPEED: VASD 84 MPH (3-SEC GUST) 3. RISK CATEGORY: II 4. WIND EXPOSURE: B 5. INTERNAL PRESSURE COEFF: GCPI ±0.18 6. COMPONENTS & CLADDING WIND PRESSURES (ULTIMATE): WIDTH OF ZONE, a = 7 FT C. SEISMIC LOADS: 1. RISK CATEGORY: II 2. SEISMIC IMPORTANCE FACTOR: IE 1.0 3. SHORT PERIOD SPECTRAL RESPONSE ACCELERATION: SS 0.214 g 4. 1-SEC PERIOD SPECTRAL RESPONSE ACCELERATION: S1 0.064 g 5. SITE CLASS: D 6. SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION: SDS 0.228 g 7. 1-SEC PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION: SD1 0.103 g DEMOLITION A. REMOVE STRUCTURE FROM TOP DOWN. DO NOT ALLOW DEBRIS TO PILE UP OR FALL ON SLABS TO REMAIN. USE PLYWOOD AND/OR OTHER MEANS TO PROTECT SLABS FROM DAMAGE. REPAIR OR REPLACE DAMAGED SLABS, BEAMS, OR OTHER COMPONENTS AS DIRECTED BY OWNER. B. THESE DRAWINGS ARE INTENDED TO DEFINE LIMITS OF STRUCTURAL ELEMENT REMOVAL, AND PRECAUTIONS FOR PREVENTING DAMAGE TO STRUCTURE TO REMAIN. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. C. FOLLOW THESE GUIDELINES FOR STEEL MEMBER REMOVAL: 1. BOLTED CONNECTIONS MAY BE REMOVED BY WITHDRAWING BOLTS AFTER SUPPORTED MEMBERS HAVE BEEN REMOVED. 2. TO PREVENT DAMAGE TO COLUMNS INTENDED TO REMAIN: DO NOT BURN OFF BEAM/GIRDER CONNECTION AT THE FACE OF THE COLUMN. OUTSTANDING LEGS OF CONNECTION ANGLES MAY BE BURNED OFF, 3. SIMILARLY, WHERE BEAMS TO BE REMOVED ARE CONNECTED TO GIRDERS OR OTHER BEAMS WHICH WILL REMAIN, DO NOT BURN OFF CONNECTIONS AT THE FACE OF THE MEMBER TO REMAIN. D. FIELD VERIFY ALL EXISTING CONDITIONS. SUBMIT A WRITTEN REPORT IDENTIFYING DEVIATIONS FROM THE EXISTING STRUCTURE INDICATED. E. INSTALL TEMPORARY SHORING AND BRACING OF STRUCTURE AS REQUIRED. F. CONTACT THE ENGINEER FOR QUESTIONABLE LOCATIONS OR SPECIAL CONDITIONS NOT INDICATED.. COLD-FORMED STEEL FRAMING A. COLD-FORMED STEEL FRAMING FOR THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE “SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS” (AISI S100). B. DETAIL MEMBERS AND CONNECTIONS FOR ALL FRAMING CONDITIONS, INCLUDING WALLS, CORNERS, HEADERS, AND JAMBS. SOME CONDITIONS MAY REQUIRE MODIFICATION OF COLD-FORMED FRAMING MEMBERS (SUCH AS NOTCHING OR REVISING SIZES) OR MULTIPLE STUDS TO SUPPORT INCREASED LOADS. CONTRACTOR COORDINATE ALL CONDITIONS, CONNECTIONS, AND DETAILS. C. FABRICATION AND INSTALLATION MUST BE IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AND MANUFACTURER INSTRUCTIONS. INSTALL MANUFACTURER'S RECOMMENDED STANDARD TRACK, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES FOR THE APPLICATIONS INDICATED AND AS NEEDED FOR A COMPLETE FRAMING SYSTEM. TEMPORARY (CONSTRUCTION) BRACING OF FRAMING MEMBERS (PRIOR TO SHEATHING INSTALLATION) IS BY THE CONTRACTOR PER AISI AND MANUFACTURER RECOMMENDATIONS. D. COLD-FORMED STEEL MATERIAL: ASTM A1003 STEEL SHEET WITH G60 GALV COATING CONFORMING TO ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 33 KSI (USE 50 KSI FOR 54 MILS AND THICKER) UNLESS NOTED OTHERWISE. E. MEMBER SIZES INDICATED ARE PER THE “STEEL STUD MANUFACTURERS ASSOCIATION” (SSMA). COMPONENTS SHOWN ARE STRUCTURAL MEMBERS (33 MIL OR THICKER), UNLESS NOTED OTHERWISE. NON-STRUCTURAL MEMBERS AND DRYWALL GAGES ARE NOT PERMITTED. F. SCREWS ARE NON-CORROSIVE NO 8-18 (DIA=0.125") OR LARGER, UNLESS NOTED OTHERWISE. DO NOT USE STAINLESS STEEL OR COPPER-COATED FASTENERS. G. WELDING: AWS D1.3 "STRUCTURAL WELDING CODE-SHEET STEEL". CONSULT MANUFACTURER FOR EQUIPMENT RECOMMENDATIONS AND PROPER ELECTRODE SELECTION. H. INSTALL MINIMUM OF THREE (3) WALL STUDS AT CORNERS AND INTERSECTING STUD WALLS (UNLESS OTHERWISE INDICATED). I. PREPUNCHED HOLES CANNOT BE LOCATED WITHIN 10 INCHES FROM WALL STUD ENDS. J. TRACKS ARE THE SAME DEPTH AS STUDS OR JOISTS, UNLESS NOTED OTHERWISE. CONNECT TRACKS TO STUD AND/OR JOIST SUPPORTS AT 16" OC MAXIMUM, ON EACH SIDE. ALIGN WALL STUD FRAMING WITH SUPPORTED STUD/JOIST MEMBERS ABOVE. K. DO NOT SPLICE MEMBERS UNLESS OTHERWISE INDICATED. FASTEN MULTI-PLY MEMBERS TOGETHER USING TACK WELDS OR #10 SCREWS AT 12” OC MAXIMUM SPACING, UNLESS NOTED OTHERWISE. L. REPAIR DAMAGED GALVANIZED COATINGS AND WELDED AREAS IN ACCORDANCE WITH ASTM A780. EXISTING JAMB STIFFCLIP AL-600 600S200-54 (50 KSI) 600T200-54 (50 KSI) NEW CFS TRACK EXISTING HEADER 2 S0.00 _____________________ EXISTING JAMB CF TRACK: 600T200-54 mil (50 KSI) CF TRACK: 600T200-54 mil (50 KSI) CF STUDS: 600S200-43 mil (50 KSI) @ 12" OC CF STUDS: 600S200-43 MIL (50 KSI) @ 12" OC EXISTING JAMB EXISTING HEADER NEW CF HEADER, REF SECTION STIFF CLIP AL-600 EA SIDE, EACH TRACK STIFF CLIP AL-600 EA SIDE, EACH TRACK CF STUDS: 600S200-43 MIL (50 KSI) @ 12" OC NOTES: 1. PROVIDE 8" MINIMUM BEARING AT EACH END OF ANGLE. 2. TOE OF ANGLE SHALL BE LOCATED 1" FROM FACE OF BRICK MAX. 3. FOR EXACT SIZE AND LOCATION OF WALL OPENINGS, COORDINATE WITH ARCHITECTURAL DRAWINGS. 4. ANGLE LINTEL SCHEDULE APPLIES ONLY TO ANGLE LINTELS NOT OTHERWISE SHOWN ON THE STRUCTURAL DRAWINGS. 5. ANGLE LINTELS IN EXTERIOR WALLS SHALL BE HOT DIP GALVANIZED. 6. AT BRICK VENEER CONTROL JOINT, FORM SLIP PLANE BY PLACING FLASHING ABOVE AND BELOW ANGLE. PROVIDE 1/4" GAP AT EACH END OF ANGLE FOR THERMAL EXPANSION. ANGLECLEAR SPAN LOOSE ANGLE LINTEL SCHEDULE L3 1/2x3 1/2x3/80'-0" -5'-0" L5x3 1/2x3/8 (LLV)5'-1" -8'-0" L5x3 1/2x3/8 (LLV)8'-1" -10'-0" TOP TRACK, MATCH CFS THICKNESS UNLESS NOTED OTHERWISE ATTACH CFS TO RUNNER TRACK W/ #8-18 SCREWS IN EACH FLANGE ATTACH CFS TO RUNNER TRACK W/ #8-18 SCREW THROUGH EACH FLANGE PROVIDE 0.145" DIA POWDER DRIVEN FASTENER W/ 1 1/4" MIN EMBEDMENT @ 16" OC TYP CFS FRAMING RUNNER TRACK W/ 1 1/4" LEGS TYP Sheet Title: Sheet Number: Drawn By: Project Engineer: Project Manager:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED Seal: Date: 1435 West Morehead Street Suite 140 Charlotte, NC 28208 (704) 522-0495 www.brittpeters.com BPA Project #:240075 4/4/2024 10:33:54 AM Autodesk Docs://BPA_Collaborate_Revit_2023/240075_STRU_BOA Saratoga NY - CMU Opening_R23.rvtS0.00 04/04/2024 CH CH JCSARATOGA | NY6-11227 DIVISION ST.SARATOGA SPRINGS, NY 12866GENERAL NOTES, DETAILS AND ELEVATION 3/4" = 1'-0"2 HEADER SECTION 3/4" = 1'-0"1 ELEVATION REVISIONSMark Date Description 3/4" = 1'-0"3 LOOSE ANGLE LINTEL SCHEDULE 3/4" = 1'-0"5 STUD TO TOP TRACK CONNECTION 3/4" = 1'-0"4 RUNNER TRACK ANCHORAGE 04/04/2024 MASONRY MORTARING 04 05 13 SPEC MIX, Inc. SPEC-DATAª and MANU-SPECª are registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2013 Reed Construction Data. All Rights Reserved.®SmartBuilding Index 1. Product Name • SPEC MIXª Portland Lime & Sand Mortar URL: Portland Lime & Sand • SPEC MIXª Masonry Cement & Sand Mortar URL: Masonry Cement & Sand Mortar • SPEC MIXª Mortar Cement & Sand Mortar URL: Mortar Cement & Sand Mortar • SPEC MIXª Colored Mortar URL: Colored Mortar • SPEC MIXª Tuckpoint Mortar URL: Tuckpoint Mortar Videos: SPEC MIX Masonry Solutions 2. Manufacturer SPEC MIX, Inc. 1230 Eagan Industrial Road Suite 160 Eagan, MN 55121 (888) 773-2649 (651) 994-7120 Fax: (651) 454-5315 E-mail: info@specmix.com www.specmix.com 3. Product Description BASIC USE • SPEC MIX Portland Lime and Sand—a pre- blended masonry mortar mix containing Portland cement, hydrated lime and dried masonry sand • SPEC MIX Portland Lime Sand and Color—a preblended masonry mortar mix containing Portland cement, hydrated lime, dried masonry sand and pigment • SPEC MIX Masonry Cement and Sand—a preblended masonry mortar mix containing mason cement and Dried Masonry Sand • SPEC MIX Masonry Cement, Sand and Color—a preblended masonry mortar mix containing mason cement, dried masonry sand and pigment • SPEC MIX Mortar Cement and Sand—a dry, preblended mortar mix containing mortar cement and dried masonry sand • SPEC MIX Mortar Cement, Sand and Color—a dry, preblended mortar mix containing mor- tar cement, dried masonry sand and pigment • SPEC MIX Tuckpoint Mortar—a preblended masonry mortar mix containing dried masonry Sand and either Portland cement and hydrat- ed lime or mason cement, as specified. Pigments can also be added when specified Available in Type M, S, N or O, SPEC MIX mason- ry mortars are packaged dry and offer batch- to-batch consistency. They are suited for all types of masonry construction, including above grade, below grade, brick, block, stone and historical restoration. Produced under strict manufacturing standards, SPEC MIX quality mortars deliver optimal compressive and tensile bond strengths. COMPOSITION & MATERIALS SPEC MIX products are manufactured with the finest available raw materials, meeting the requirements of ASTM C144, C207, C150, C595, C1329 and C91. The final product is certified to meet the requirements of ASTM C270 and ASTM C1714. SPEC MIX products are manufactured local- ly across the United States and Canada using specialized blending equipment and folllow- ing strict quality control procedures to meet project specifications, contractor expecta- tions and applicable ASTM standards. Test reports and additional product information from each local manufacturing facility upon request. SPEC MIX mortar mix designs are pro- prietary information. Colored Mortar SPEC MIX uses the strongest and most stable pigments available. Colors, produced from high quality pigments made of finely milled synthetic iron oxides, are limeproof, sunfast, inert, stable and meet or exceed ASTM C979 criteria. In order to consistently achieve the desired mortar color, SPEC MIX incorporates pigment into the mortar during the factory blending process. Components of the finished product, including the pigments, are individually weighed and are then blended and pack- aged dry to ensure the colored mortar is consistent from batch to batch. This is the optimal means for quality control since the product is environmentally safe and requires no field measuring. Mix times for SPEC MIX colored mortars are 4–5 minutes. SIZES SPEC MIX masonry mortars and colored mortars are available in 80 lb (36.3 kg) pack- ages for easy hand loading. For increased jobsite efficiency and safety, they are also offered in 3000 lb (1362 kg) bulk bags for use with any SPEC MIX material delivery system. COLORS SPEC MIX colored masonry mortars cover the full range of the color spectrum: brown, buff, tan, black, yellow, orange, red and white. Each color is custom matched and handled on an individual basis to meet the architect’s expectations. BENEFITS • A state-of-the-art batching process and strict quality control procedures help ensure that the finished product complies to design and specification requirements • Dried sands eliminate the bulking effect associated with varying degrees of mois- ture within the aggregate, helping to main- tain batch-to-batch consistency • Portable SPEC MIX silos are available to permit construction in all climates • Pallets and bulk bag containers are completely reusable and are retrieved when a new load of material is delivered to a site • Preblended product eliminates shoveling and heavy lifting associated with field mixing LIMITATIONS • For best results, mortar type should be corre- lated with the specific masonry unit to be used • Bond strength, workability and water retention should be given principal consid- eration when selecting mortar • Retempering colored mortar is not Patented Mortar Delivery System MASONRY MORTARING 04 05 13 SPEC MIX, Inc. SPEC-DATAª and MANU-SPECª are registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2013 Reed Construction Data. All Rights Reserved.®SmartBuilding Index recommended • Colored mortar should be discarded after 2 1/2 hours from the time of initial mixing 4. Technical Data APPLICABLE STANDARDS American Concrete Institute, (ACI), ACI 530.1 Building Code Requirements and Specification for Masonry Structures and Related Commentaries ASTM International • ASTM C91 Standard Specification for Masonry Cement • ASTM C144 Standard Specification for Aggregate for Masonry Mortar • ASTM C150 Standard Specification for Portland Cement • ASTM C207 Standard Specification for Hydrated Lime for Masonry Purposes • ASTM C270 Standard Specification for Mortar For Unit Masonry • ASTM C387 Standard Specification for Packaged, Dry, Combined materials for mortar and concrete • ASTM C595 Standard Specification for Blended Hydraulic Cements • ASTM C780 Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry • ASTM C979 Standard Specification for Pigments for Integrally Colored Concrete • ASTM C1093 Standard for Accreditation for testing agencies for unit masonry • ASTM C1157 Standard Performance Specification for Hydraulic Cement • ASTM C1314 Standard Test Method for Compressive Strength of Masonry Prisms • ASTM C1329 Standard Specification for Mortar Cement • ASTM C1586 Standard Guide for Quality Assurance of Mortars • ASTM C1714 Standard Specification for Preblended Dry Mortar Mix for Unit Masonry International Masonry Industry All-Weather Council (IMIAC) - Recommended Practices and Guide Specification for Hot and Cold Weather Masonry Construction Notes • Test method C780 is acceptable for preconstruction and construction evaluation of mortars for plain and reinforced unit masonry • There is no ASTM method for determining the conformance or nonconformance of a field prepared mortar to the property specification of ASTM C270 • Compressive strength values resulting from field tested mortars do not represent the compressive strength of mortar as tested in the laboratory or of the mortar in the wall. Physical properties of field sample mortars should not be used to determine compli- ance with ASTM C270, which is intended as criteria to determine the acceptance or rejection of the mortar ENVIRONMENTAL CONSIDERATIONS Most SPEC MIX products are produced and manufactured with local raw materials that are extracted within 500 miles of the jobsite and meet their respective ASTM standards. Only specially-ordered raw materials can be sourced greater than 500 miles from the proj- ect jobsite. Empty bags and wooden pallets are returned to the plant for reuse, reducing landfill impact. SPEC MIX products may contain recycled materials. Use of SPEC MIX products can contribute points toward LEEDª project certification. 5. Installation PREPARATORY WORK Deliver products in manufacturer’s original, unopened, undamaged containers, with identifi- cation labels intact. SPEC MIX products are custom packaged to meet specification requirements. Handle and store products according to SPEC MIX recommendations. Keep dry, covered and protected from the weather and other environmental hazards that could cause damage. When stored and protected as recommended, SPEC MIX State-of-the-art batching for quality assurance Consistent custom colored mortar, every time MASONRY MORTARING 04 05 13 SPEC MIX, Inc. SPEC-DATAª and MANU-SPECª are registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2013 Reed Construction Data. All Rights Reserved.®SmartBuilding Index products have a 9 month shelf life. Verify that site conditions are acceptable for installation. Do not proceed with installation until unacceptable conditions are corrected. The mortar type should correlate to the particular masonry unit to be used, as certain mortars are compatible with certain masonry units. The specifier should evaluate the inter- action of the mortar type and masonry unit specified. Masonry units with a high initial rate of absorption will have greater compatibility with mortar of high water retention. The material properties that influence the structural performance of masonry are com- pressive strength, bond strength and elasticity. Since the compressive strength of masonry mortar is of less importance than bond strength, workability and water retentivity, the latter properties should be given priority in mortar selection. Mortar selection should be based on design requirements and with due consideration given to the code and specification provisions affected by the mortar selected. Mock-ups A sample of the proposed product will be provided by the manufacturer for onsite preparation of a sample panel for architec- tural approval and testing, if required. Preparation of this panel with all materials and systems that will be employed in the final project is imperative. Retain the mock-up or field sample through the completion of the project. METHODS Mixing Instructions: 1. Use a mechanical batch mixer to ensure homogeneity, workability and good board life. 2. Add the minimum amount of clean, potable water for optimum workability. 3. Mix for five minutes consistently from batch to batch. 4. Tool mortar joints when the surface is thumb-print hard. Keep tooling times consistent. 5. Hand mix mortar only with written approval by the specifier who should outline procedures. 6. Use mortar within 2.5 hours after initial mixing. 7. Retemper mortar only when mixing water is lost due to evaporation. 8. Do not retemper colored mortar PRECAUTIONS Usage • Use of a batch type mixer and a mixing time of 4–5 minutes is required for best results • The finished color should not be analyzed until after 7 days and after specified cleaning procedures have been followed consistent with the mock-up panel • Uniform color requires consistent material proportioning • Maintain uniform mix times and water addition rates • Tool mortar joints when surface is thumb- print hard and keep tooling time consistent • Do not strike joints too early or too late, as the color will not remain consistent with the mock-up panel • Retempering colored mortar by adding additional water is not recommended • Hand mixing of the mortar should be per- mitted only with the written approval of the specifier, who should outline hand-mixing procedures • Mortar should be cured a minimum of 28 days • When using water in the cleaning procedures, use potable water only • Do not clean colored mortar with muriatic acid Safety IMPORTANT! READ BEFORE USING This product contains Portland cement. Contact with fresh- ly mixed product can cause severe burns. Avoid direct contact with skin and eyes. If this product should contact eyes, immediately flush with water for at least 15 minutes and consult a physician. For skin exposure, wash promptly with plenty of soap and water. Remove soaked clothing promptly. If this product burns your skin, see a physician imme- diately. This product may contain silica. Silica dust if inhaled may cause respiratory or other Aesthetic and structural performance, every project MASONRY MORTARING 04 05 13 SPEC MIX, Inc. SPEC-DATAª and MANU-SPECª are registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2013 Reed Construction Data. All Rights Reserved.®SmartBuilding Index health problems. Prolonged inhalation may cause delayed lung injury, including silicosis and possibly cancer. A N95 approved dust mask, eye protection, and rubber boots and gloves are recommended when using this product. Material Safety Data Sheets can be viewed online at www.specmix.com KEEP OUT OF REACH OF CHILDREN. WARNING: This product contains chemicals known to the State of California to cause cancer, birth defects or other reproductive harm. BUILDING CODES Current data concerning building code requirements and product compliance may be obtained from SPEC MIX technical support specialists. Installation and use of SPEC MIX products must comply with the requirements of applicable local, state and national code jurisdictions. 6. Availability & Cost AVAILABILITY SPEC MIX products are produced locally across the United States and Canada, using high tech blending equipment and following strict quality control procedures to meet project specifica- tions, contractor expectations and applicable ASTM standards. SPEC MIX masonry mortars and SPEC MIX silo delivery systems are available nationally, with local distribution to every major U.S. and Canadian market. Contact SPEC MIX, Inc., for information or visit www.specmix.com to locate a local representative. COST Market pricing and installed cost information may be obtained from a local SPEC MIX rep- resentative or through SPEC MIX, Inc., by calling 888-773-2649. 7. Warranty SPEC MIX, Inc. warrants this product to be of merchantable quality when used or applied in accordance with the instructions hereon. This product is not warranted as suitable for any purpose or use other than the general pur- pose for which it is intended. Liability under this warranty is LIMITED to the replacement of its product (as purchased) if found to be defec- tive, or at the shipping company’s option, to refund the purchase price. In the event of a claim under this warranty, notice must be given to SPEC MIX, Inc. in writing. THIS WARRANTY IS ISSUED AND ACCEPTED IN LIEU OF ALL OTHER EXPRESS WARRANTIES AND EXPRESSLY EXCLUDES LIABILITY FOR CONSEQUENTIAL DAMAGES. 8. Maintenance Properly mixed and installed masonry units and mortar require little maintenance. Depending on service conditions, masonry walls may require periodic cleaning and tuck-pointing. Clean masonry with potable water only. Do not use muriatic acid to clean colored mortar. 9. Technical Services SPEC MIX is produced under strict manufactur- ing standards, and complete quality control is in effect with each batch. A digital printout displaying the proper proportions per batch may be kept as a permanent record and produced if requested. Only SPEC MIX offers this lab controlled production system for preblended masonry materials on a national basis. Contact SPEC MIX, Inc., or a local SPEC MIX representative for information. 10. Filing Systems • SmartBuilding Index • MANU-SPECª • Additional product information is available from the manufacturer upon request.