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20220269 Espey Manufacturing Demolition and New Structure Site Plan & Other Plans
DESIGN REVIEW COMMISSION = PROPOSED BUILDING LaBeLLa 223 IBALLSTON AVE SARATOGA SPRINGS , NY 12866 Powered by partnership. Skidmore Tar CORP .ESPEY MANUFACTURING & ELECTRONICS ,-J [:allege �jc� Fxc�lelaAm _ - ,Safat49a --��-' Spoi n gs-� � .Washin9t'On 5c= a ? 9P . � m ncv=da,ss m` Saratoga Racetrack � (su] • LU Q w — PROJECT LOCATION BALLSTON AVE (RT. 50) ? \ Sarate_I -Ic (so cr«sr.,.,a • EXISTING FENCLINE Saratoga Spa � ,, State Park 0 o 0 ket oz�EXISTING GRASS AREA OjF� A NEW STRUCTURE ON EXISTING PAD ��� • OVERALL AERIAL MAP EXISTING GRASS AREA Or cs ps % p• W* ck❑ G - Fre dr' Y 1ar Cd1 pye 3 22,778 SF + EXISTING ,,d E 4 -• I-I Mexicanq ear tinca.w.�ss '� b�y� Mc0onald's; 1�,rni�n j l m � Saratoga Springs & EXISTING ADJACENT STRUCTURE d p High School I�' i� noln �� Market 32 = f i \ St Peters Cemetery Dvllar7ree� �"er 1.il Greenrii P' � Za 'LINE OF OPTIONAL NEW SEMI TRUCK TURNAROUND AND DRIVE Mia's� o X Hilton Garden Inn Pitne ©S66toga Springs R r I Meadows 6� Community a Farm Esgey Mfg-& F \ Electronics Corp 6, IS PROJECT LOCATION vSaratoga Regional YMCA • • _ i 'y eresccm s, ���� / �' wilsrv�auvarns I EXISTING PAVING SURFACE EXISTING ADJACENT STRUCTURE EXISTING GRASS AREA Q. ( ------- Saratoga Spa' - i O LOCAL AERIAL MAP • "DIG SAFELY NEW YORK": • AS PER NYS CODE RULE 753,THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL PROVIDE DUE AND TIMELY NOTICE TO"DIG SAFELY NEW YORK", FORMERLY"UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION'("UFPO"),AT 1(800)962-7962 OR 811 AT LEAST TWO BUT NO MORE THAN TEN WORKING DAYS, NOT INCLUDING THE DATE OF EXCAVATION OR DEMOLITION (INCLUDING DRILLING, DRIVING POSTS, ETC.).THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF NYS CODE RULE 753. UPON DISCOVERY OF UNKNOWN UNDERGROUND FACILITIES, CABLING, 1 SITE PLAN ETC.WORK IN THAT AREA SHALL CEASE. NOTIFY UFPO, OWNER AND ARCHITECT IMMEDIATELY. DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN DIRECTION TO DO SO FROM OWNER'S PROJECT REPRESENTATIVE. CALL 911 Z IMMEDIATELY IF ANY UTILITIES ARE ACCIDENTALLY HIT. G001 SCALE: 1" = 30'-0" i� NOTES: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION DRAWING LIST ' OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM ON THIS CIVIL DOCUMENT IN ANY WAY.ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY 0101 SITE PLAN LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS �. OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF THE ALTERATIONS WHICH WERE ARCHITECTURAL , MADE. A101 FIRST FLOOR PLAN �+ A201 EXTERIOR ELEVATIONS CERTIFICATION: A202 EXTERIOR PERSPECTIVES ' ARCHITECTURAL PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE NEW YORK y STATE UNIFORM FIRE PREVENTION AND BUILDING CODES, THE STATE ENERGY CONSERVATION CODE, NATIONAL ELECTRICAL CODE,AND INDUSTRIAL CODE RULE 56 AND THE CONSTRUCTION STANDARDS OF THE STATE EDUCATION DEPARTMENT. SIGNATURE: DATE: Uj 00 a > Powered by partnership. LU 4 British American Boulevard BALLSTON AVE (RT. 50) Latham, NY 12110 518-439-8235 labellapc.com EXISTING FE I N,CLINE T A44 0 0 > 0 0 0 T -1 EXISTING GRASS AF— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEW STRUCTURE ON EXISTING PAD C\j GO C� EXISTING GRASS AREA 22,778 SF +/-EXISTING L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 62-1 1/2" 480'-4 3/4" EXISTING ADJACENT STRUCTURE C 2020 LaBella Associates ESPEY MANUFACTURING EXISTING PAVING SURFACE EXISTING ADJACENT STRUCTURE EXISTING GRASS AREA & ELECTRONICS CORP. 223 BALLSTON AVE. SARATOGA SPRINGS NY, 12866 2 SITE PLAN EXISTING SCALE:CALE: 1/32" V-0" � LU LU BALLSTON AVE (RT. 50) DESIGN REVIEW COMMISSION PROPOSED BUILDING 2 EXISTING FENCLINE 23 BALLSTON AVE. 0 > 0 0 LO > A 0 > 0 SARATOGA SPRINGS NY, 12866 cy)EXISTING GRASS AREA — — — — — — - - - - - - - - - - - - - - - - - - - - IIIIIIIIIIIII F — — — — NEW STRUCTURE ON EXISTING PAD C\j II C EXISTING GRASS AREA � 22,778 SF EXISTING NO: DATE: DESCRIPTION: - — — — — — Revisions 01 62-1 1/2" 480'-4 3/4" EXISTING ADJACENT STRUCTURE PROJECT NUMBER: 2221534 DRAWN BY: AW/ GH REVIEWED BY: PM ISSUED FOR: DRC APPROVAL DATE: 04/21/2022 DRAWING NAME: VQ EXISTING PAVING SURFACE EXISTING ADJACENT STRUCTURE EXISTING GRASS AREA SITE PLAN DRAWING NUMBER: NOTE: NEW BUILDING TO BE BUILT ON EXISTING FOOTPRINT co co C\j 1 SITE PLAN NEW C\j C\j CD C101 SCALE: 1/32" = V-0" C\1 C\1 LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 A201 labellapc.com 1 S� 0� z G L X 0 w 2 Q WAREHOUSE 3 A201 `_0 A201 4 0 22778 SF o N O O r O O O O O O 64-51/2" 70'-0" 70'-0" 70'-0" 70'-0" 70'-0" 64-51/2" 480'-4 3/4"V.I.F. -MATCH EXISTING 2 A201 © 2020 LaBella Associates ESPEY MANUFACTURING 1 FIRST FLOOR PLAN a & ELECTRONICS CORP. A101 SCALE: 1" = 20'-0" 223 BALLSTON AVE. SARATOGA SPRINGS NY, 12866 A201 1 N A201 4 3 A2 11 DESIGN REVIEW COMMISSION - PROPOSED BUILDING N 223 BALLSTON AVE. SARATOGA SPRINGS NY 12866 ROOF MOUNTED SNOW GUARD VENTED SOFFIT STANDING SEAM METAL ROOF AT ALL OVERHEAD DOORS,TYP. 2 A201 NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2221534 DRAWN BY: AW 2 ROOF PLAN REVIEWED BY: PM A101 SCALE: 1" = 20'-0" Z ISSUED FOR: DRC APPROVAL DATE: GENERAL SITEWORK: 04/21/2022 1. ALL WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO THE EXISTING CONDITIONS. DRAWING NAME: 2. THE CONTRACTOR SHALL FILL IN,AND THEN RE-EXCAVATE AS NECESSARY TO RESUME WORK,ANY EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE PROTECTION OF THE WORK,ANY ADJACENT FACILITIES OR THE PUBLIC. 3. RESTORATION OF PAVEMENT SCHEDULED TO REMAIN IS THE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITIONS. ALL PAVEMENT RESTORATION WORK TO BE DONE TO THE SATISFACTION OF THE OWNER AND/OR MUNICIPALITY. ^n 4. "LAY BACK"OR PROVIDE SHORING FOR EXCAVATIONS OF MORE THAN A FEW FEET TO INSURE THE SAFETY OF FIRST FLOOR^( PLAN H THE CONSTRUCTION CREWS. EXAMINATION PRIOR TO CUTTING: PRIOR TO CUTTING,CORE DRILLING, FASTENING INTO, ETC.ALL CONTRACTORS SHALL THOROUGHLY EXAMINE THE DRAWING NUMBER: EXISTING WALL, FLOOR, ROOF AND CEILING CONSTRUCTION FOR EXISTING CONDUITS, CABLES, PIPING AND STRUCTURAL ITEMS,TO ANY EXTENT NECESSARY TO AVOID THE ACCIDENTAL CUTTING OF MECHANICAL OR STRUCTURAL ITEMS WITHIN EXISTING CONSTRUCTION. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR N THE CUTTING OF ANY EXISTING CONDUIT,CABLE, PIPE, STRUCTURAL MEMBERS, ETC.THAT IS SCHEDULED TO co REMAIN. N N N O N N LaBeLLa Powered by partnership. NEW STANDING SEAM METAL ROOF SYSTEM NEW METAL PANEL SIDING BUILDING HEIGHT 36' - 1" 4 British American Boulevard B.O. NEW ROOF Latham, NY 12110 31 - 0 518-439-8235 labellapc.com B.O. EXISTING ROOF 12' - 3" T T 1 ST FLOOR 0' - 011 vG 480'-4 3/4"V.I.F. -MATCH EXISTING �� � �S GO 1 EAST ELEVATION — BALLSTON AVE FRONTAGE �01SCALE: 1" = 20'-0" NEW STANDING SEAM METAL ROOF SYSTEM NEW 10'x10'OVERHEAD DOOR W/ADJACENT 3'x7'MAN DOOR NEW METAL PANEL SIDING BUILDING HEIGHT 36' - 1" _ B.O. NEW R00 _ 31 0II O 2020 LaBella Associates B.O. EXISTING ROOF ES PEY MANUFACTURING 12 - 3 1 ST FLOOR & ELECTRONICS CORP. _ 480'-4 3/4"V.I.F. -MATCH EXISTING 01 - Oil 223 BALLSTON AVE. SARATOGA SPRINGS NY, 12866 2 WEST ELEVATION A201 SCALE: 1" = 20'-0" ROOF DRAINAGE SYSTEM: EXTERIOR LIGHTING: 1. THE ROOF DRAINAGE SYSTEM(GUTTERS, LEADERS, DOWNSPOUTS, ETC.) SHALL BE DESIGNED TO COMPLY THE OWNER SHALL COORDINATE LOCATIONS OF ALL EXTERIOR LIGHTING FIXTURES, ELECTRICAL RECEPTACLES, ETC., WITH CHAPTER 11 OF THE PLUMBING CODE OF NEW YORK STATE. WITH THE ELECTRICAL CONTRACTOR AND MASONRY CONTRACTOR PRIOR TO CONSTRUCTION.ALL LIGHTING TO BE BUILDING HEIGHT gL 2. GUTTERS AND LEADERS PLACED ON THE OUTSIDE OF BUILDINGS SHALL BE OF NONCOMBUSTIBLE MATERIAL INSTALLED IN ACCORDANCE WITH LOCAL BUILDING CODES AND REQUIREMENTS. OR A MINIMUM OF SCHEDULE 40 PLASTIC PIPE. NEW STANDING SEAM METAL ROOF SYSTEM 12 36' - 1" 3. GUTTERS SHALL BE DESIGNED AND INSTALLED IN COMPLIANCE WITH THE SMACNA ARCHITECTURAL SHEET DESIGN REVIEW COMMISSION - � � METAL MANUAL. NEW 10110'OVERHEAD DOOR W/_ B.O. NEW ROOF 4. HIDDEN GUTTER HANGERS SHALL BE INSTALLED EVERY 24"O.C. MAXIMUM AND FASTENED WITH STAINLESS PROPOSED BUILDING ADJACENT 3'x7'MAN DOOR 311 _ 01, STEEL FASTENERS. DO NOT USE SPIKE-AND-FERRULE HANGERS. EXTERIOR AND INTERIOR SIGNAGE: 223 BALLSTON AVE. NEW METAL PANEL SIDING PERMANENT BUILDING AND ROOM SIGNAGE(INCLUDING, BUT NOT LIMITED TO, STREET ADDRESS NUMBER,TRUSS ID SARATOGA SPRINGS NY, 12866 DECALS, ROOM TACTILE SIGNAGE, ETC.) IN ACCORDANCE WITH THE BUILDING CODE AND ANSI A117 TO BE PROVIDED B.O. EXISTING ROOF BY THE OWNER. 12' - 3" 1 ST FLOOR 0' - 011 WEATHER PROTECTION: 1. PROVIDE FLASHING IN ACCORDANCE WITH THE BUILDING CODE CHAPTERS 14 AND 15. 2. PROVIDE VALLEY LININGS FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES) IN ACCORDANCE WITH THE BUILDING CODE CHAPTER 15. 3. PROVIDE PRE-FINISHED METAL ROOF EDGE TRIM IN ACCORDANCE WITH THE BUILDING CODE CHAPTER 15. N0: DATE: DESCRIPTION: Revisions 3 SOUTH ELEVATION PROJECT NUMBER: �01 SCALE: 1" — 20'-0" METAL EDGE FLASHING: 2221534 1. ALL METAL EDGE FLASHINGS SHALL MEET ANSI/SPRI ES-1 IF SHOP FABRICATED-FABRICATOR MUST BE DRAWN BY: AW ES-1 CERTIFIED. 2. ALL EDGE METAL SHALL BE INSTALLED USING A CONTINUOUS CLEAT PROVIDED BY EDGE METAL REVIEWED BY: PM MANUFACTURER. 3. EDGE METAL SECUREMENT SHALL MEET ANSI/SPRE ES-1 AND SECTION 1504.5. OF THE BUILDING CODE OF NEW YORK STATE. ISSUED FOR: NEW 10'x10'OVERHEAD DOOR W/ BUILDING HEIGHT DRC APPROVAL ADJACENT 3'x7'MAN DOOR 12 36' - 1" 2 B.O. NEW ROOF 04/21/2022 31, -- 0, ENERGY COMPLIANCE: DRAWING NAME: NEW STANDING SEAM METAL ROOF SYSTEM EXTERIOR DOORS AND WINDOWS SHALL MEET OR EXCEED THE FOLLOWING PERFORMANCE CRITERIA: FIXED ALUMINUM FRAME WINDOWS (THERMALLY BROKEN) U-FACTOR: 0.32 MAXIMUM NEW METAL PANEL SIDING B.O. EXISTING ROOF ALUMINUM ENTRANCE SWINGING DOORS (THERMALLY BROKEN) 12' - 3" U-FACTOR: 0.35 MAXIMUM ALUM.OR VINYL SLIDING WINDOWS (THERMALLY BROKEN IF ALUM.) EXTERIOR ELEVATIONS 1ST FLOOR U-FACTOR: 0.32 MAXIMUM VINYL-CLAD SLIDING DOOR 01 - 011 .35 MAXIMUM HOLLOW MEOTAL SWINGING DOOR(INSULATED) U-FACTOR: 0.25 MAXIMUM DRAWING NUMBER: Lo N co 4 ELEVATION N ) NORTH CD SCALE: 1" = 20'-0" N ,. LaBeLLa Powered by partnership. 4 British American Boulevard Latham, 10 518 -8235 . .I label) c com _ ap . — t S Y � 0 t VIEW 2 - EXTERIOR PERSPECTIVE looking SOUTHWEST from BALLSTON AVE (RT 50) © 2020 LaBella Associates ESPEY MANUFACTURING s ELECTRONICS R l 223 BALLSTON AVE. SARATOGA SPRINGS NY, 12866 VIEW 1 - EXTERIOR PERSPECTIVE looking NORTHEAST 400 ■ e '' DESIGN REVIEW COMMISSION - _ PROPOSED BUILDING Ae 223 BALLSTON AVE. SARATOGA SPRINGS NY, 12866 ` - ` 19 i OFF NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2221534 OWL- _ DRAWN BY: -, _ AW REVIEWED BY: PM •-�,,,, ISSUED FOR: DRC APPROVAL DATE: 04/21/2022 DRAWING NAME: VIEW 4 - EXTERIOR PERSPECTIVE looking SOUTHWEST EXTERIOR PERSPECTIVES VIEW 3 - EXTERIOR PERSPECTIVE looking SOUTHEAST DRAWING NUMBER: N 00 N N N O N N