Northeastern Conference of Seventh Day Adventists (NEC) REMOVAL OF SCREEN & RESTORATION OF WALL # 17PR07771 FABRICATION & INSTALATION OF NEW CHURCH SIGNAGE NEW ON WEST 123RD ST. AND REPLACEMENT OF EXISTING ON LENOX AVENUE August 7, 2018 NEW YORK / NEW JERSEY Green Architecture & Planning www.aoassociates.com
Project: Owners: EPHESUS S eventh D ay A dventist Church 101 W. 123rd St. NY, NY 10027 Northeastern Conference of Seventh Day Adventists (NEC) ARCHITECT: N AO + ASSOCIATES, Inc. New York / New Jersey ALL IDEAS, DESIGNS, ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY, & ARE PROPERTIES OF AO + ASSOCIATES Inc. , & WERE CREATED, EVOLVED & DEVELOPED FOR USE ON & IN CONNECTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM AO + ASSOCIATES Inc., No. Description Date BLOCK & LOT 08/01/2018 8:54:16 AM Project Number Date Drawn by Checked by A102 Scale
Project: Owners: EPHESUS S eventh D ay A dventist Church 101 W. 123rd St. NY, NY 10027 Northeastern Conference of Seventh Day Adventists (NEC) ARCHITECT: AO + ASSOCIATES, Inc. New York / New Jersey ALL IDEAS, DESIGNS, ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY, & ARE PROPERTIES OF AO + ASSOCIATES Inc. , & WERE CREATED, EVOLVED & DEVELOPED FOR USE ON & IN CONNECTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM AO + ASSOCIATES Inc., No. Description Date EXISTING SCREEN 08/01/2018 8:54:19 AM Project Number Date Drawn by Checked by A103 Scale
Project: SITE PLAN GENERAL NOTES: REMOVE ENTIRE EXISTING ELECTRONIC SIGNAGE. a. Prior to any work under this project, Contractor shall file for, and obtain "Work Permit" from the NYC Landmark Preservation Commision and/or NYC Department of Buildings as required. b. The contractor shall field verify all existing conditions prior to the commencement of this work. Any discrepancies shall be brought to the attention of the Architect at once. No demolition work shall commence without field verification by the contractor and Architect. c. It is the contractor's responsibility to locate and remove all Mechanical, Electrical, & Miscellaneous related equipment as required to completely remove the wall mounted screen, and related wall bracket carefully, without any further damage to the exisitng stone units and building facade. d. Contractor shall provide temporary structural support for the entire assembly prior to the actual removal, in order to prevent any further damage to the stone units and/or wall surface behind. Owners: e. The entire screen assembly shall be carefully and safely uninstalled, EPHESUS disassembled and delivered to a location as directed by the Church. S eventh D ay A dventist Church f. The preference is to retain and preserve the existing facade 101 W. 123rd St. NY, NY 10027 finishes as monolithic and as weathered as possible. Therefore special care must be taken to avoid chipping off, Northeastern Conference of Seventh staining, cracking, or loosening up existing masonry unit surfaces. Day Adventists (NEC) g. Upon complete removal of the screen, fasteners, and all support brackets, contractor shall schedule a field visit by the ARCHITECT: Architect for visual inspection and further specific directives to proceed with repair and restoration of wall surfaces. h. Acidic cleaners or highly alkaline cleaners shall not be used to clean any portion of the wall surfaces. Only non-acidic neutral pH detergents shall be used in conjunction with non-metallic brushes or scrapers. Cleaning methods should be carefully AO + ASSOCIATES, Inc. selected to do the job without further harming the historic material. New York / New Jersey i. If water pressure is used for cleaning, the pressure shall not exceed 150-200 psi. Abrasive methods such as grit blasting or ALL IDEAS, DESIGNS, ARRANGEMENTS & PLANS INDICATED "sandblasting" should never be used. OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY, Existing wall & ARE PROPERTIES OF AO + ASSOCIATES Inc. , & WERE CREATED, EVOLVED & DEVELOPED FOR USE ON & IN j. Test patches shall be performed prior to selecting a removal product CONNECTION WITH THIS SPECIFIC PROJECT. or method, beginning with the lowest recommended concentration of NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR product and working upward to find the appropriate level. PLANS SHALL BE USED BY OR DISCLOSED TO ANY mounted Projection PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM k. If and when required, removal of existing loose mortars should be AO + ASSOCIATES Inc., performed using hand-held, non-power tools. Carefully controlled Screen to be removed. pneumatic chisels or small grinders may be appropriate, but must only be handled by hands with extensive experience and quality control to assure that the masonry units are not damaged. Restore wall finish to l. New mortar shall match the existing in strength, composition, color, texture, aggregate distribution and all other qualities as determined pre-installation condition. by a laboratory analysis. m. All new joint mortar shall match existing in width, tooling, texture and profile. Special character-defining joints such as "ruled" or "grapevine" shall be repaired or reproduced carefully. No. Description Date n. Since the damaged stone units are difficult to repair, replacement may be most appropriate and may involve using new or salvaged units. If repair is not possible and replacement is necessary, new units shall match the existing in size, color, texture and all other qualities exactly . In accordance with preservation Standards, the best remedy is always to repair. Replacement should only be considered if the material is deteriorated beyond repair. Where cracked, spalled or exfoliated, limestone, sandstone, marble, terra cotta, cast stone or concrete materials should be repaired to prevent further damage. o. If mortar analysis is not undertaken to determine the composition of the original mortar, the following soft, lime-rich mortar mix may be appropriate for use on most historic masonry: 1 part white Portland cement; 3 parts Type S hydrated lime; 6 parts sand with no admixtures since color additives can weaken masonry if used in large quantities, a color match is best achieved LENOX AVENUE FRONTAGE using only appropriate colored aggregates (sand, brick dust, etc.) All information on appropriate specific treatment for historic masonry materials were obtained from SHPO EXISTING SCREEN REMOVAL 08/01/2018 8:54:32 AM Project Number Date Drawn by Checked by A104 1" = 1'-0" Scale
Project: BRUSHED STAINLESS BRUSHED STAINLESS 0' - 10" STEEL CROSS, STEEL CROSS, & BASE & BASE 0' - 2" ° 1 3' - 0" 9 8 ANCHOR STONE VENEER . 5 5 8 . 9 1 ° WALL. (Finish to match existing Church wall - front & back) ANCHOR STONE Owners: VENEER WALL. EPHESUS (Finish to match S eventh D ay A dventist Church existing Church 101 W. 123rd St. NY, NY 10027 wall) Northeastern Conference of Seventh Day Adventists (NEC) BACK-LIT BRUSHED ARCHITECT: STAINLESS STEEL BACK-LIT GLASS 4" LETTERINGS BRUSHED (Treated to resist STAINLESS STEEL ENCLOSED AO + ASSOCIATES, Inc. deterioration by 4" LETTERINGS New York / New Jersey PROGRAMABLE Main Worship Service exterior elements) (Treated for exterior ALL IDEAS, DESIGNS, ARRANGEMENTS & PLANS INDICATED installation) Every Sabbath OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY, L.E.D. DIGITAL & ARE PROPERTIES OF AO + ASSOCIATES Inc. , & WERE CREATED, EVOLVED & DEVELOPED FOR USE ON & IN CONNECTION WITH THIS SPECIFIC PROJECT. 11:00am NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR MESSAGE PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE Main Auditorium WHATSOEVER WITHOUT WRITTEN PERMISSION FROM AO + ASSOCIATES Inc., CENTER (Back Cover Panel Youth Church Worship Service with access panel) Every Sabbath 11:00am No. Description Date Youth Sanctuary 1' - 0" SURFACE MOUNTED BRUSHED SS. 1 1/2" LETTERINGS. (Centered @ base) 0' - 9" 0' - 5" 3' - 6" REAR ELEVATION FRONT ELEVATION SIDE ELEVATION PROPOSED INDEPENDENT 1. CONTRACTOR TO INTEGRATE STRUCTURAL STEEL SUPPORT AND ANCHORAGE AS SIGNAGE REQUIRED WITHIN SIGN & EMBED INTO A NEW CONCRETE FOUNDATION BELOW GRADE. 2. PROVIDE "SHOP" DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. NEW SIGN 0' - 9" 2' - 9" 3. NEW SIGN ASSEMBLY TO BE INSTALLED AT MIDDLE OF EXISTING LANDSCAPED AREA.. 08/01/2018 8:58:27 AM (See Site Paln). Repair and/or replant disturbed landscape) Project Number PLAN Date Drawn by Checked by A105 1 : 6 Scale
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