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Home My WebLink About20250039 115 Union Ave Exterior Modifications Admin Action Decision Tamie Ehinger,Chair Rob DuBoff,Vice Chair r, CITY OF SARATOGA SPRINGS Chris Bennett Leslie DiCarlo DESIGN REVIEW BOARD Jeff Gritsavage f J .;. Geoff Wood > Karen Cavotta,Alternate City Hall-474 Broadway Saratoga Springs, New York 12866 �Pc�ar�o 19 Tel:518-587-3550 x.2517 www.saratoga-springs.org NOTICE OF ADMINISTRATIVE ACTION In the matter of the request for administrative action relating to application #20250034 1 15 Union Ave Exterior Modifications 115 Union Saratoga Springs, New York 12866 to approve the revised plans removing the originally proposed extra column and approving replacement of two front support columns. The Chairperson of the Design Review Board finds that, in accordance with Section 8.3 of the Rules and Regulations of the Design Review Board,the requested action is not substantive in nature and is not contrary to the intent of the original Board decision. Therefore,the request for administrative action, as described above, is approved. xe&4� 7��45& March 3 I, 2025 Vice Chair Date cc: Building Department File (Applicant) (Agent) fi s � �.- - �•- .- ;�:� - ...ate � � - �� '� 'Y MEW jm am �TM IM _ € Y h� *' • 71.:� Z . } y � z7 a 3 a5 " ' 44 6ylfi71 lot ol } tw� t � � Ej1i ' �`�ItEylh, ta"1 rrrrrrrr :r` s did ea aa rr 1 y' L , 5Fr Im INA 7 - 3 - R � ,r �. M 1 � MOOO �. I IT k 5 � /f ix fi f n u I" a Y IVA- JOIN V51- e E IV ff � V, VIA ® N E III6A o L R P ® � � 74-INN�`4 '. 8. .1 < , r 4 Till, fLL iNVI -mm ell VAN IN I qI - _ _ l L INN . . Q AN I NNU +A' v kit I�`Ik e RIP rV At ll , chi 444 A t>@ j a i sAy 14aIt cVk LL IN y �. rr 001111 all ® l ¥ . K< < rall do pa i*\ ^ \ \ w > < \ . / / m f � a � \ � . �: . » « . Ikkkk alp , \ � \ s' 1 f� ! j cci S y 1 ' ty k r f { i w, IN s did ea aa rr 1 y' L , 5Fr Im INA 7 - 3 - R � ,r �. NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 IECC ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND Iq.'_I " APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 6. EVERY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY SYSTEM IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE DIFFERENTIAL OF MORE THAN 1 INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 1 8. ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN Existing Masonry wall 1 ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH Existing 8" column, OF 4000 L HAVE A MAXIMUM PSLUMP OF 4SI WITHIN 8 FOR CONCRETE DAYS AND LSLABS AND 2" FOR typ. RAMPS. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAINED MATERIAL IS ENCOUNTERED AT SUB GRADE i ELEVATIONS _ _ _ 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF -- ----------- --------------- --- --------------------------------------------- - ------------------------------------------------------------------- MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. -- --------------------------- ------- ------------------------------------- 13. BEGINNING IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MECHANICAL DISTURBANCES. New 4-ply lj"x74" 2.0E 14. DESIGN LOADS: PSF LIVE Microllom LVL header 1st FLOOR: 100PSF DEAD 2nd FLOOR: 30 PSF LIVE 10 PSF DEAD Note: SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) _3" Any rotted material discovered during the WIND SPEED: 115 MPH,ROOF LOAD: 10 PSF E3DSECOND GUST lo SEISMIC DESIGN CATEGORY. B demolition phase of this project shall be PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP: GROUP I replaced with new wood material that matches 15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENS IN THE BUILDING ENVELOP THAT ARE SOURCES OF AIR b n the existing (unless otherwise noted) LEAKAGE MUST BE SEALED. LOTSURFACE IT EXISTING COVERED PORCH 16 WATERHALL AWAY FROM FOUNDATION.BE GRADED SO ASO THEI GRADE AWAY Cr FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURES 4'-10" 3'-2" a'-O" Front door opening 11'-0" SPECIFICATIONS. THE MINIMUM BEARING 10 10 REQUIREMENTS SHALL BE: 4 112" ® ENDS & 7 112" INTERMEDIATE SUPPORTS. 18. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. Existing stone veneer HANDRAIL MAXIMUM ASEME MEASURED ABOVE STAIR IGHT SHALL BE 34" I TREAD MUM NNOSING. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL HEIGHT OF THE FLIGHT AND SHALL PROVIDE GRASP-ABILITY AS STATED IN THE BUILDING CODE. 19. ALL SMOKE DETECTORS, CO DETECTORS, & HEAT DETECTORS SHALL BE INSTALLED PER SECTIONS R314 & R315 OF THE 2020 RESIDENTIAL BUILDING CODE OF NYS. J THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. EXISTING HOME 20.THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE, COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ETC.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE REQUIRED 21.WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 22.WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CHANGES PER HOUR OR LESS AS DETERMINED BY THE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1505.4.3 OF THE 2020 COVERED PORCH PLAN RESIDENTIAL BUILDING CODE NYS. 23.UNLESS OTHERWISE NOTED, WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'0": 2-PLY 2X10, FOR OPENINGS >3'0" BUT <5'0": 3-PLY 2X10. ALL HEADERS SCALE 3/$"=1'-0" SHALL HAVE DOUBLE JACK STUDS. 24.CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED BETWEEN 10 FEET AND AND 15 FEET APART. 25.WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION. THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS 27.MAKE UP AIR WILL BE PROVIDED FOR A RANGE HOOD THAT Intelideck vinyl decking membrane, DRAWS MORE THAN 400 CFM .060" thk. color tbd b owner 28.WINDOW CONTROL DEVICES WILL BE USED IN THE y REQUIRED LOCATIONS 29.A MINIMUM OF A 6" DROP IN GRADE WILL BE REQUIRED " T46 fir. sheathing OUT OF THE GARAGE 3.21-611 2x6 fir. Est. sister to side of 30.THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE AND WILL existing 2x8 fir. jet. Pitch these fir. HAVE A GASKET SEAL AT THE ACCESS DOOR jst. k/ft. toward drain channel Existin roiling assembly on to of existin Existing railing assembly on top of existing g g y p g 1 EXISTING HOME parapet wall. Replace any rotten balusters or parapet wall. Replace any rotten balusters or 1 parapet wall framing as read. Match existing _I Existing aluminum scupper drain. Work parapet wall framing as req d. Match existing xistin Intelideck into scupper as recl,'d Run Intelideck membrane E lace 2x8 fir. framin rotted membe s members, up walls and flash Aluminum Flashing = Pitch Existing ceiling framing members, replace rotted members - - -- --- - -- -- - ---- 3 T EXISTING UPPER DECK Drainage channel w/1" thk. 1" deep fiberglass grating fiberglass grate (optional) 01 Replace flashing, gutter, 4 - 6'-3" 10'-4" I I/ fascia as req,'d N " plywood clg. w/lx2 trim pieces, repair/replace, match existing Saratoga Engineering Design, PC P 7itch floor per Pitch floor "/per New 4-ply I "x Residential/Commercial Design Plans �o Replace rotted trim pieces Microllom 2.0E header as req d. Match existing a'-O"t ref. Douglas W. Adams Professional Engineer&Designer Existing stone - Cell(518)683-6899 -' veneer on homeExisting decorative post. p Repair/replace defective On posts. Match existing 74RollingHillsDrive T.VTC'�TT�TG 2?�1LT, s step down Gansevoort,New York 12831 email:saratogaengndesign@nycap.rr.com �JA1A7111\ HOME Run Intelideck membrane Existing masonry wall up walls and flash SARATOGA TRACKSIDE 115 UNION AVENUE SARATOGA SPRINGS, NEW YORK N 12866 Top of porch f Ioor a-s a _8 COVERED PORCH/DECK REPAIRS a II DRAWN BY.- DWA SCALE: AS NOTED DATE: J8, DWG. FILE: _ UPPER DECK PLAN 1 CROSS - SECTION : PORCH DECK SCALE: 3/8"=1'-0" y SCALE: %1'=1'-0" WHEN THIS ITEM IS STAMPED BY A LICENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY PERSON UNLESS HE IS UNDER THE DIRECTION OF A LICENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.