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Home My WebLink About20260308 270 W Circular St. Exterior Modification - Windows Updated Proposal 2026 07 17Seal & Signature:Date: website: www.zaskorski.com email: czaskorski@zaskorski.com tel: 212-239-7212 fax: 212-268-1987 Architect tel: 212-239-7212 fax: 212-268-1987 Architect ZASKORSKI & ASSOCIATES ARCHITECTS AIA LLP 247 West 35th St, 16th fl. New York, NY 10018 Drawing Title Project No.: Drawn By: Drawing Number Number Description Date Project KING WEALTH MANAGEMENT 270 WEST CIRCULAR ST SARATOGA SPRINGS, NY 12866 SITE PLAN EXISTING & PROPOSED ELEVATIONS EXISTING & PROPOSED FRAMING A-000 A-001 A-002 DRAWING LIST A - 000.00 AREA OF WORK, NORTH AND EAST FACADE NOTE: WORK AREA IS EXISTING TO REMAIN DOUBLE-HEIGHT SPACE. NO NEW FLOOR AREA IS PROPOSED IN THIS APPLICATION, FACADE MODIFICATIONS ONLY. BOTTOM OF WOOD BEAM 12'-6" 11'-6" CEILING HEIGHT 23'-3" TOP OF WOOD BEAM BOTTOM OF WOOD BEAM TOP OF WOOD BEAM 12'-6" 11'-6" CEILING HEIGHT 23'-3" BOTTOM OF WOOD BEAM TOP OF WOOD BEAM 12'-6" 11'-6" CEILING HEIGHT 23'-3" BOTTOM OF WOOD BEAM TOP OF WOOD BEAM 12'-6" 11'-6" CEILING HEIGHT 23'-3" Seal & Signature:Date: website: www.zaskorski.com email: czaskorski@zaskorski.com tel: 212-239-7212 fax: 212-268-1987 Architect tel: 212-239-7212 fax: 212-268-1987 Architect ZASKORSKI & ASSOCIATES ARCHITECTS AIA LLP 247 West 35th St, 16th fl. New York, NY 10018 Drawing Title Project No.: Drawn By: Drawing Number Number Description Date Project KING WEALTH MANAGEMENT 270 WEST CIRCULAR ST SARATOGA SPRINGS, NY 12866 3' - 4 1 / 2 " A - 001.00 1. No construction or demolition work to commence before Building Department having jurisdiction issues a building permit. 2. The Architect has not been retained for any construction review and/or inspection. His responsibility is limited to the contents of these plans only. 5. Contractor is required to provide owner with all all required licenses, insurance certificates and insurance coverage's. 6. Contractor must take all necessary precautions and actions to safeguard the structure and its contents from the elements during construction. 7. Contractor to follow all manufacturers specs for the installation of equipment, products and system equipment. 8. Contractor is responsible to coordinate between all trades to insure the proper sequence of construction. 9. No drawings shall be scaled; written dimension shall be used only. 10. The contractor shall supervise and direct the work, using his best skills and attention. the contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the work under the contract. 11. Architect is not retained for supervision. 12. The architect shall not have control or charge of and shall not be responsible for the means, methods, techniques, sequences or procedures of construction, fabrication, procurement, shipment, delivery or installation, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor performing any of the work, or the failure of any of the contractors to carry out the work in accordance with the contract documents. 1 1/4" = 1'-0" NORTH ELEVATION - PROPOSED 3 1/4" = 1'-0" NORTH ELEVATION - EXISTING 2 1/4" = 1'-0" EAST ELEVATION - PROPOSED 4 1/4" = 1'-0" EAST ELEVATION - EXISTING REMOVE ALL EXISTING GLASS BLOCK INFILL SELECTIVELY REMOVE STUCCO AND SHEATHING FOR NEW WINDOW OPENINGS, PROVIDE TEMPORARY SHORING FOR EXISTING ROOF FRAMING AND BRICK ARCH PROVIDE (2) NEW ALUMINUM-CLAD CASEMENT WINDOWS IN EACH EXISTING ROUGH OPENINGS, MATCH ORIGINAL BUILDING COLOR AND PROFILES. PROVIDE W.P. MEMBRANE AND SEAL FRAMES AROUND ENTIRE PERIMETER PROVIDE NEW ALUMINUM-CLAD FIXED ARCH AND CASEMENT WINDOWS IN NEW ROUGH OPENINGS, MULLIONS AND SIMULATED DIVISIONS MUNTINS TO MATCH THE ORIGINAL BUILDING STANDARD PROFILE AND COLOR. PROVIDE W.P. MEMBRANE AND SEAL FRAMES AROUND ENTIRE PERIMETER PROVIDE (3) NEW ALUMINUM-CLAD CASEMENT WINDOWS IN EXISTING ROUGH OPENINGS, MULLIONS AND SIMULATED DIVISIONS MUNTINS TO MATCH THE ORIGINAL BUILDING STANDARD PROFILE AND COLOR. PROVIDE W.P. MEMBRANE AND SEAL FRAMES AROUND ENTIRE PERIMETER PROVIDE (2) NEW EIFS SILLS BELOW EACH WINDOW AND PATCH EXISTING COATING BELOW TO BE CONSISTENT W EXISTING ADJACENT 5' - 4 " 4' - 7 1 / 2 " 6 1 / 2 " 5' - 4 " 1' - 8 " 24 ' - 9 " + / - 10'-3 1/2"10'-3 1/2"6'-2 1/2" 24 ' - 9 " + / - 40'-3 1/2" +/-10'-5 1/2" +/-10'-5 1/2" +/-16'-7 1/2" +/- BP Titen HD® anchor Two H4Z SSPZ TSPZ H2.5AZ SP1Z SP4Z (SPH4 similar)SDWC15450 HH4 HH4 Seal & Signature:Date: website: www.zaskorski.com email: czaskorski@zaskorski.com tel: 212-239-7212 fax: 212-268-1987 Architect tel: 212-239-7212 fax: 212-268-1987 Architect ZASKORSKI & ASSOCIATES ARCHITECTS AIA LLP 247 West 35th St, 16th fl. New York, NY 10018 Drawing Title Project No.: Drawn By: Drawing Number Number Description Date Project KING WEALTH MANAGEMENT 270 WEST CIRCULAR ST SARATOGA SPRINGS, NY 12866 A - 002.00 1. No construction or demolition work to commence before Building Department having jurisdiction issues a building permit. 2. The Architect has not been retained for any construction review and/or inspection. His responsibility is limited to the contents of these plans only. 5. Contractor is required to provide owner with all all required licenses, insurance certificates and insurance coverage's. 6. Contractor must take all necessary precautions and actions to safeguard the structure and its contents from the elements during construction. 7. Contractor to follow all manufacturers specs for the installation of equipment, products and system equipment. 8. Contractor is responsible to coordinate between all trades to insure the proper sequence of construction. 9. No drawings shall be scaled; written dimension shall be used only. 10. The contractor shall supervise and direct the work, using his best skills and attention. the contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the work under the contract. 11. Architect is not retained for supervision. 12. The architect shall not have control or charge of and shall not be responsible for the means, methods, techniques, sequences or procedures of construction, fabrication, procurement, shipment, delivery or installation, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor performing any of the work, or the failure of any of the contractors to carry out the work in accordance with the contract documents. 1 1/2" = 1'-0" PROPOSED FRAMING ELEVATION & SECTION21/2" = 1'-0" EXISTING FRAMING ELEVATION & SECTION 3 N.T.S. SIMPSON - STUD TO SILL PLATE4N.T.S. SIMPSON - HEADER TO WALL FRAMING CUT EXISTING 2X8 STUDS AND INSTALL NEW WINDOW SILL PLATES EXISTING HEADER TRANSFERRING ROOF LOAD TO POSTS AND CONC FOUNDATION EXISTING CONC FOUNDATION REMOVE GLASS BLOCK PROVIDE TEMPORARY SHORING FOR EXISTING ROOF FRAMING AND BRICK ARCH CUT EXISTING SHEATHING AND STUCCO TO CREATE NEW WINDOW OPENING INFILL AREA BEHIND ARCH SHEATHING W 2X8 FRAMING SECURED TO POSTS AND HEADER; RE-SUPPORT BRICK ARCH FROM BEHIND PROVIDE NEW 4X12 LVL HEADER ABOVE NEW ARCHED OPENING; SUPPORT BY 4X6 LVL POSTS ON EACH SIDE NEW SILL PLATE INSTALLED BELOW EXISTING STUDS NEW 2X8 SILL PLATE INSTALLED BELOW EXISTING STUDS NEW LVL HEADER NEW WINDOWS, SEE ELEVATION DWGS NEW 2X8 SILL PLATES INSTALLED ABOVE EXISTING STUDS EXISTING WALL FRAMING AND BLOCKING NEW EIFS SILL FILL CAVITY W FOIL-FACED INSULATION, MIN. R-30 2X INFILL EXISTING LIGHT EXISTING 2X BLOCKING REINSTALL 2X BLOCKING BETWEEN STUDS, IF DISTURBED EXISTING ROOF FRAMING TO REMAIN NEW WINDOWS, SEE ELEVATION DWGS EXISTING INTERIOR BEAMS 7' - 1 " 4' - 3 1 / 2 " 7' - 8 1 / 2 " 12 ' 11'-5 1/2" 4'