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Home My WebLink About20260074 110 Adams St Area Variance ApplicationVICINITY MAP AND AT CENTERLINE POUND, NUMBER AIR CONDITIONING ACOUSTICAL ACOUSTICAL CEILING TILE ADDITION ADJACENT ABOVE FINISHED FLOORS AIR HANDLING UNITS ALTERNATE ALUMINUM ANCHOR ANGLE ANODIZED APPROXIMATE ARCHITECT ASSOCIATED BOTTOM BALLED AND BURLAPPED BOTTOM OF BOARD BITUMINOUS BUILDING LINE BUILDING BLOCK(ING) BEAM BENCH MARK BEARING BRICK BASEMENT BUILT-UP ROOFING CABINET CALIPER CATCH BASIN CEILING DIFFUSER CEMENT CUBIC FEET PER MINUTE CORNER GUARD CAST IRON CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACT(OR) CARPET CEILING REGISTER CERAMIC TILE CENTER CONDENSING UNIT CABINET UNIT HEATER" CUSPIDOR COLD WATER DOUBLE DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION & @ # A/C ACOUS ACT ADDN ADJ AFF AHU ALT AL ANCH ANG ANOD APPROX ARCH ASSOC BOT B&B B.O. BD BIT BL BLDG BLK'G BM BM BRG BRK BSMT BUR CAB CAL CB CD CEM CFM CG CI CJ CLG CLR CMU CO COL CONC CONN CONST CONT CONTR CPT CR CT CTR CU CUH CUSP CW DBL DET DF DIA DIM DISPENSER DEAD LOAD DRAINAGE MANHOLE DOWN DISTRIBUTION PANEL DOOR DOWNSPOUT DRAWING EAST EACH EPOXY FLOORING EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY ENCLOSURE ENGINEER ELECTRICAL PANEL" ETHYlENE PROPYLENE DIENE MONOMER EQUAL EQUIPMENT ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING EXPANSION EXTERIOR FIRE ALARM FIRE ALARM CONTROL PANEL FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISHED GRADE FIRE HOSE CABINET FINISH(ED) FIXTURE FLOW LINE FLASHING FLOOR(ING) FLUORESCENT FACE OF FIREPROOF FIRE PROOF FIBER REINFORCED PANEL FLOOR SINK FOOT, FEET FOOTING FURNISH(ED) FURRING FABRIC WALL COVERING GAUGE, GAGE GALVANIZED GENERAL CONTRACTOR GROUND FAULT INTERRUPTER GYPSUM HOSE BIBB HOLLOW CORE HARDWOOD DISP DL DMH DN DP DR DS DWG E EA EF EIFS EJ EL ELEC EMERG ENCL ENGR EP EPDM EQ EQUIP EWC EWH EXH EXIST EXP EXT FA FACP FD FDN FE FEC FF FG FHC FIN FIXT FL FLASH FLR(G) FLUOR FO FP FPR FR FS FT FTG FURN FRR FWC GA GALV GC GFI GYP HB HC HDWD HARDWARE HEIGHT HIGH INTENSITY DISCHARGE HOLLOW METAL HORIZONTAL HEAT, VENT, A/C HOT WATER INSIDE DIAMETER INCH INCANDESCENT INCLUDE (D) (ING) INSULAT(ED)(ION) INTERIOR INVERT JUNCTION BOX JOINT KIP (1,000 POUNDS) KIP FEET LAMINATED LAVATORY POUND(S) LEAD COATED COPPER LINEAR FEET LEFT HAND LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LIGHTING PANEL LIGHT (ING) LIGHTWEIGHT MASONRY MAXIMUM MAIN DISTRIBUTION PANEL MECHANICAL MEDIUM MEMBRANE METAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER(S) OUTSIDE DIAMETER OPEN ITEM OPENING OPPOSITE OUNCE PROJECT ARCHITECT POUNDS PER CUBIC FOOT PERFORATED HDWR HGT HID HM HORIZ HVAC HW ID IN INCAND INCL INSUL INT INV JB JT K K-FT LAM LAV LB(S) LCC LF LH LL LLH LLV LP LT(G) LTWT MAS MAX MDP MECH MED MEMB MTL MFR MH MIN MISC MO MTD N NIC NO. NOM NTS OC OD OI OPG OPP OZ PA PCF PERF PLATE PLASTIC LAMINATE PLASTER PLUMBING POUNDS PER LINEAR FOOT PLYWOOD PANEL POLISH(ED) POWER PANEL PAIR PROJECT PARTITION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PAINTED PLUMBING VENT POLYVINYL CHLORIDE PAVEMENT QUARRY TILE QUANTITY RADIUS RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN REFER RECEPTACLE REFERENCE REINFORCE (D) (ING) REQUIRED RESILIENT REVISIONS, REVISED ROOFING RIGHT HAND ROOM ROUGH OPENING RIGHT OF WAY RESTROOM ROOF TOP UNIT RAIN WATER LEADER ROOF VENT SOUTH SANITARY SUSPENDED ACOUSTICAL TILE SOLID CORE SCHEDULE STORM DRAIN SECTION SERVICE SQUARE FEET SHEET SIMILAR SANITARY MANHOLE SPRAY ON VINYL SPECIFICATIONS SQUARE SOLID SURFACE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL SYSTEM PL PLAM PLAS PLBG PLF PLYWD PNL POL PP PR PROJ PRTN PSF PSI PT PTD PV PVC PVMT QT QTY R RB RCP RD RE RECPT REF REINF REQ RESIL REV RFG RH RM RO ROW RR RTU RWL RV S SAN S.A.T. SC SCHED SD SECT SERV SF SHT SIM SMH SOV SPEC SQ SS SSTL STD STL STOR STRUCT SUSP SYM SYST TREAD TOP OF TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPERED THICK THRESHOLD THE NEENAN COMPANY TOILET PARTITION TRANSISTION STRIP TYPICAL TELEVISION UNDERGROUND UNIT HEATER UNLESS NOTED OTHERWISE UNFINISHED ULTRA VIOLET VINYL COMPOSITION TILE VERTICAL VENTILATOR VERIFY IN FIELD VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WATER HEATER WATERPROOF WORK POINT WATER RESISTANT WAINSCOT WEIGHT WATER VALVE WELDED WIRE FABRIC YARD T T.O. T&G TEL TEMP THK THRES TNC TP TS TYP TV UG UH UNO UNFIN UV VCT VERT VENT VIF VWC W W/ W/O WC WD WH WP WPT WR WSCT WT WV WWF YD CODE & ZONING DATA DRAWING INDEX ABBREVIATIONS 1 Room DETAIL SECTION DOOR NUMBER WINDOW NUMBER WALL TYPE COLUMN GRID REVISION ROOM NAME & NUMBER LEVEL GRAPHIC SYMBOLS ELEVATION 101A A A A1.01 1 SIM 1 A1 A3 A2A4A101 PROJECT SITE LOCATION A1.01 1 SIM EL 0'-0" ?KEYNOTE01.01 ZONING Municipality:City of Saratoga Springs Zoning Classification:UR-2 -Urban Residential Tax Parcel No:** 179.21-2-28 & 179.21-2-52 Permitted Provided Maximum Height:40 FT 25 FT Minimum Lot Size: 6,600 SF 12,550 SF Minimum Lot Width:60 FT 100 FT Maximum Building Coverage:40%28 % Max 1st Floor Elevation:4 FT 2.25 FT Minimum Yard Dimensions: Front:10 FT * 5.7 FT Rear: 25 FT 33.5 FT Interior Side: 8 FT 15.9 FT Interior Corner: 10 FT * 9.0 FT Minimum Permeable:30%60 % * Existing Non-conforming condition to remain ** Tax Parcels combined and lot line adjustment by City of Saratoga Springs Planning Board NOD #20230862 dated 11/21/23. BUILDING CODES Applicable Code(s):RCNYS 2020 Occupancy Classification:Single Family RCNYS Section AJ501 Level 1 Alterations Permitted Provided Construction Type:All NFPA Type 5a Number of Stories:NR 2 Building Height:NR 25.25 FT Square Footage 1st Floor:NR 3,133 SF Square Footage 2nd Floor:NR 669 SF Square Footage Basement:NR 951 SF Number of Bedrooms:NR 4 Water:Public/Private Municipal Sewer:Public/Private Municipal Gas:NR Municipal Sprinklers:≥3 Stories NR Smoke/CO Detection:Required Provided GENERAL NOTES 1. Construction shall conform to the latest edition of the Residential Code of New York State (RCNYS) and the Energy Conservation Construction Code of New York State, with possible modification by local code administration. 2. In the event of conflict between pertinent codes and regulations and referenced standards of these drawings and specifications, the more stringent provisions shall govern. 3. Contractor shall be responsible for all materials, construction methods, craftsmanship, procedures and conditions (including safety). 4. Contractor is responsible for stabilization of existing structure during construction. 5. Contractor shall verify all existing conditions, requirements, notes, and dimensions shown on Drawings or noted in Specifications. Any variances within drawings and Specifications, or with conditions encountered at job site, shall be reported in writing to Charette Associate Architects, P.C. (CAA) before commencement of any work affected by such variance. 6. Existing topographic site data is not available to the Architect. Contractor shall field verify topographic data and adjust any indicated vertical control dimensions as required. Final grading shall pitch storm drainage away from any structures on the site. 7. Contractor shall rigidly adhere to all laws, codes, and ordinances, which apply to this work. Contractor shall notify and receive written clarification from CAA of any variations between contract documents and governing regulations. 8. The Contractor shall make no structural changes without written approval of CAA. 9. CAA has not been engaged for construction services and assumes no responsibility for construction conformance, means, methods, techniques or procedures of on-site work relating to the construction plans. CAA assumes no responsibility for unauthorized deviations from the drawings. 10. All manufactured materials, components, fasteners, assemblers, etc., shall be handled and installed in accordance with manufacturer's instructions and provisions of applicable industry standards. Where specific manufactured products are called for, generic equals that meet applicable standards and specifications may be used. 11. All materials used to be selected and installed in accordance with state, federal, national and local codes and installed in accordance with manufacturers recommended installation procedures. 12. Construction loads shall not overload structure nor shall they be in excess of design loadings indicated herein. 13. Drawings and specifications are intended to provide the basis for the proper completion of the Project suitable for the intended use of the Owner. 14. Items not expressly set forth but which are reasonably implied or necessary for the proper performance of this work shall be included. 15. Comply with applicable codes, regulations, ordinances and requirements of authorities having jurisdiction. Submit copies of inspection reports, notices and similar documents to Architect. 16. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. 17. Furnish evidence of experience if requested. 18. Deliver, handle, and store materials in strict accordance with manufacturer's instructions. 19. Inspect substrates and report unsatisfactory conditions in writing. 20. Do not proceed until unsatisfactory conditions have been corrected. 21. Take field measurements prior to fabrication where practical. Form to required shapes and sizes with true edges, lines and angles. Provide inserts and templates as needed for work of other trades. 22. Install materials in exact accordance with manufacturer's instructions and approved submittals. 23. Install materials in proper relation with adjacent construction and with proper appearance. 24. Do not scale drawings. Use dimensions as indicated for all locations. 25. Deviations from these drawings which are not performed with prior written consent from the architect are solely at the contractor's risk and he shall accept fully liability for same. Note: Rendering is representational and is not fully indicative of final design 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 12" = 1'-0" FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York TITLE SHEET T-100 2318LA LA LA JC 4/11/25 SHEET NO.DRAWING NAME C-101 SITE PLAN AD-101 REMOVALS S-101 FOUNDATION PLAN S-102 FRAMING PLANS S-103 FRAMING PLANS S-201 STRUCTURAL NOTES & DETAILS A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-103 ROOF PLAN A-201 ELEVATIONS A-301 SECTIONS A-401 WALL SECTIONS & DETAILS A-501 DETAILS & SCHEDULES A-801 MATERIAL SPECIFICATIONS CB CB SAN.MH. Ad a m s S t r e e t Steele Street 1/2"IR. 1/2"IR. CAPPED 1/2"IR. CAPPED N02°53'11"E 100.00' 7.50' 7.50' S87°06'49"E 125.50' N02°53'11"E 100.00' S0 2 ° 5 3 ' 1 1 " W 1 0 0 . 0 0 ' N87°06'49"W 125.50' 118.00' 118.00' n/f Tory Cameron & Julianna Cerza Inst. #2017020842 n/f Christopher Walsh Inst. #2021045752 n/f Tory Cameron Inst. #2021045753 Front Setback 10 . 0 ' Side Setback 8.0' Re a r S et b a c k 25 . 0 ' Corner Side Setback 10.0'Costello TM #179.21-2-28 11,800 sq.ft or 0.271 ac. New Area= 12,550 s.f. or 0.288 ac. Costello TM #179.21-2-52 750 sq.ft or 0.017 ac. Exist'g Porch Exist'g 1-Story Wood Framed Dwelling 2-Story Wood Framed Addition 1-Story Wood Framed Connector OverBuild Roof Exist'g Egress Well Exist'g A/C Unit Gas Meter Exist'g Elec. Meter Exist'g. Wood Step & Porch Exist'g Concrete Pad Exist'g Asphalt Drive Exist'g Fence X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 9.0' Exist'g Gate Exist'g Retaining Wall Exist'g Patio Relocate Exist'g Pump House as Required Exist'g Shed Exist'g Asphalt Drive Exist'g Conc. Walk Replace Exist'g Concrete Steps Asphalt DrivewayConc. Walk Re c o r d N o r t h Pe r f i l l e d m a p M 2 0 2 1 1 7 5 5. 7 ' 69.1' 33 . 5 ' 25.0' 21.0' 9.0' 18.0' 6 .0 ' R 3.5' R 6 .5 ' R 2.0 ' R SURVEY INFORMATION: SITE INFORMATION FROM SURVEY CONDUCTED BY THOMPSON FLEMMING LAND SURVEYORS P.C., TITLED LOT LINE ADJUSTMENT FOR JAMES J. COSTELLO, DATED 6/12/2023. TAX MAPS #179.21-2-28 & #179.21-2-52 DEED REFERENCE: 1. JAMES J. COSTELLO, JR. INST. #2011034766 2. JAMES J. CONTELLO INST. #2021045755 MAP REFERENCES: 1. "MAP OF LANDS COLE, KELLOGG & SMITH" MADE BY A. GARNSEY, C.E. DATED DEC. 1853 FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS CARD 2 POCKET 3 FOLDER 3. 2. "EXTRACT FROM THE MAP AND SURVEY MADE FOR A.A. KELLOGG, E.W. COLE AND J.L. SMITH" BY A. GARNSEY, C.E., DECEMBER 1853 "SHOWING THE PROPERTY OF THE JOHN COX ESTATE" FILED IN THE SARATOGA COUNTY CLERK'S OFFICE IN MAP FILE NUMBER AA-42. 3. "CRESCENT STREET RESIDENTIAL DEVELOPMENT" DATED JULY 1, 2020, LAST REVISED 5/24/21 PREPARED BY THOMPSON- FLEMING LAND SURVEYORS, P.C. FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP M2021175. NOTES: 1. TAX PARCELS ID #179.21-2-28 & 52 COMBINED AND LOT LINE ADJUSTMENT APPROVED BY THE CITY OF SARATOGA SPRINGS PLANNING BOARD -NOTICE OF DECISION #20230862, DATED NOVEMBER 21, 2023. 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York SITE PLAN C-101 2318LA LA LA JC 4/11/25SCALE:1" = 10'-0" SITE PLANA1 UP UP D8 D8 D13 D8 D7D7 D6 D8 D8 D5 D4 D4 D4 D4 D4 D4 D4 D4 D4 D3 D3 D3 D3 D9 D10D10D10 D11 D12 D14 D2 D1 D1 D1 D1 GENERAL REMOVAL NOTES 1. DRAWINGS SHOWING REMOVAL OF EXISTING CONSTRUCTION AND UTILITIES ARE BASED ON CASUAL FIELD OBSERVATION ONLY. VERIFY THAT CONSTRUCTION AND UTILITY ARRANGEMENTS ARE ALL SHOWN PRIOR TO COMMENCING DEMOLITION ACTIVITIES. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO DISTURBING THE EXISTING INSTALLATION. 2. DIMENSIONS INDICATED ON DEMOLITION/REMOVAL DRAWINGS ARE APPROXIMATE AND ARE INTENDED TO SHOW GENERAL QUANTITY AND/OR INTENT. WHERE REMOVALS ARE INDICATED FOR A PORTION OF A WALL PERPENDICULAR TO A WALL TO REMAIN, THE INTENT IS TO TERMINATE THE REMOVAL AT THE FACE OF THE WALL TO REMAIN. 3. THE TENANT SPACE(S) ADJACENT TO THE AREA OF WORK SHALL BE OCCUPIED THROUGHOUT THE COURSE OF DEMOLITION AND CONSTRUCTION ACTIVITIES DURING NORMAL WORKING HOURS. PRECAUTIONS SHALL BE TAKEN TO MINIMIZE DISRUPTION TO THE ADJACENT TENANT(S) WITH REGARD TO NOISE AND DEBRIS. NOTIFY THE ADJACENT TENANT(S) OF DISRUPTIVE ACTIVITIES AT LEAST 24 HOURS IN ADVANCE. 4. COMMENCE DEMOLITION/REMOVALS ACTIVITIES ONLY AFTER RECEIPT OF THE OWNER'S NOTICE TO PROCEED AND ISSUANCE OF A DEMOLITION AND/OR BUILDING PERMIT BY THE GOVERNING MUNICIPALITY. COMMENCEMENT OF DEMOLITION/REMOVALS ACTIVITY CONSTITUTES ACCEPTANCE OF THE EXISTING CONDITIONS. 5. USE SUITABLE METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT SURFACES AFFECTED BY THE REMOVALS. CLEAN UP SPILLAGE AND WIND BLOWN DEBRIS FROM PUBLIC AND PRIVATE LANDS. 6. ALL STRUCTURAL MATERIALS, FRAMING AND COMPONENTS TO REMAIN, UNLESS NOTED OTHERWISE. SHORE EXISTING CONSTRUCTION TO REMAIN AS REQUIRED. 7. ALL EXISTING BUILDING CONSTRUCTION AND COMPONENTS TO REMAIN SHALL BE PROTECTED FROM DAMAGE. ANY DAMAGE TO CONSTRUCTION DESIGNATED AS EXISTING TO REMAIN SHALL BE REPAIRED AT NO COST TO THE OWNER. 8. UNLESS NOTED OTHERWISE ALL REMOVAL MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSAL OF THE MATERIAL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. REMOVE DEBRIS FROM THE SITE AND LEGALLY DISPOSE OF IT. 9. REMOVE THE EXISTING PARTITIONS OR PORTIONS THEREOF TO THE EXTENT INDICATED, INCLUDING ALL INTEGRAL COMPONENTS AND CONSTRUCTION. 10. SALVAGE ALL DOORS, FRAMES AND HARDWARE. ALL UNUSED DOORS, FRAMES, HARDWARE, AND METAL FRAMED INTERIOR WINDOWS SHALL BE CLEANED AND TURNED OVER TO THE BUILDING OWNER/LANDLORD. 11. REMOVE EXISTING CEILINGS IN INDICATED AREAS OF REMOVALS. SALVAGE LIGHT FIXTURES, DIFFUSERS, VENTS, AND OTHER CEILING EQUIPMENT. CLEAN AND REUSE WHERE APPROVED. 12. DURING THE COURSE OF REMOVALS AND CONSTRUCTION, COORDINATE AND EXECUTE REQUIRED UTILITY SHUTOFF WITH APPROPRIATE PROVIDER IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND REQUIREMENTS. 13. IF EQUIPMENT IS CONNECTED TO A POWER SOURCE, ENSURE THAT POWER HAS BEEN DISCONNECTED AND MADE SAFE FOR REMOVALS PRIOR TO ANY REMOVAL. 14. REMOVE ALL OUTLETS AND ELECTRICAL COMPONENTS RENDERED OBSOLETE BY THE REMOVALS. REMOVE ALL WIRING RENDERED OBSOLETE BY THE REMOVALS BACK TO ITS POINT OF SUPPLY. 15. ALL DIFFUSERS AND DUCTWORK SHALL REMAIN DURING INITIAL PROCESS OF REMOVALS. CONTRACTOR SHALL MAKE PROVISIONS FOR TEMPORARY SUPPORT AND PROTECTION OF DIFFUSERS AND DUCTWORK. 16. PRIOR TO PERFORMING ANY PLUMBING REMOVALS WORK, TRACE ALL PIPING BACK TO MAIN. SHUT OFF EXISTING VALVES (IF APPLICABLE) AND THOROUGHLY DRAIN PIPING. REMOVE PIPING AND CAP AT MAIN. 17. ALL WORK MUST BE PERFORMED WITHOUT INTERRUPTION OF POWER OR FIRE ALARM TO ADJACENT TENANTS. 18. SALVAGE ALL REUSABLE ITEMS (LIGHT SWITCH PLATES, OUTLET COVERS, ETC.) AND STORE FOR REUSE. ATTACHE ASSOCIATED FASTENERS TO EACH SALVAGED ITEM. RETAIN ALL ADDITIONAL, NON-ASSOCIATED FASTENERS FOR REUSE. COORDINATE STORAGE LOCATION WITH OWNER. 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York REMOVALS AD-101 2318LA LA LA JC 4/11/25SCALE:3/16" = 1'-0" FIRST FLOOR REMOVALSA1 REMOVAL KEYNOTES D2 SCARIFY AND PATCH EXISTING SLAB AS REQUIRED FOR RE-FINISHING. D3 REMOVE COLUMN COVERS AND SALVAGE (3) WOOD COLUMNS FOR RE-INSTALLATION. PATCH SLAB AS REQUIRED. PROVIDE TEMPORARY SUPPORT FOR PORCH ROOF STRUCTURE. D4 REMOVE SIDING AND BUILDING PAPER. D5 REMOVE CONCRETE STEPS AND ASSOCIATED FOOTINGS/FOUNDATIONS. D6 REMOVE EXISTING DOOR, SIDELIGHTS AND TRIM.. D7 REMOVE EXISTING EXTERIOR WALL CONSTRUCTION AS NEEDED TO INSTALL WINDOW. D8 REMOVE EXISTING WINDOW AND EXTERIOR TRIM. D9 REMOVE CEILING AS REQUIRED TO INSTALL NEW PLUMBING LINES. REPLACE REMOVED CEILING AND PAINT TO MATCH. D10 REMOVE FLOOR CONSTRUCTION AS REQUIRED TO INSTALL PLUMBING CHASE AND FLOOR INSULATION. REPLACE AS REQUIRED TO MATCH EXISTING. D11 REMOVE CONCRETE WALK AS NEEDED FOR INSTALLATION OF NEW CONCRETE WALK. D12 REMOVE OR SLEEVE FOUNDATION WALL CONSTRUCTION AS REQUIRED TO EXTEND UTILITIES. D13 REMOVE WALL CONSTRUCTION AS REQUIRED FOR DOOR INSTALLATION. D14 REMOVE AND SALVAGE HYDRONIC BASEBOARD RADIATOR AND ASSOCIATED SUPPLY LINE FOR RE-INSTALLATION. SCALE:3/16" = 1'-0" ROOF REMOVALSA4 UP UP GF C I Crawl Space Basement A B 1 32 4 20 ' - 8 " D 19' - 8" 8' - 0 " 40 ' - 0 " 5' - 5 1/2"22' - 6 1/2" 3' - 0 " 8' - 0 " 1' - 0 " 24' - 0" 6' - 9 " 6' - 0"16' - 0"6' - 0" 7' - 3 " 11 ' - 5 " 5' - 2 3/4"2' - 1 1/2"6' - 1 1/2"7' - 2"7' - 4 1/4" C Beam Pocket Beam Pocket PIPE4SCH40 PIPE4SCH40 24" x 24" x 10" CONC. FTG 24" x 24" x 10" CONC. FTG EL.-5' - 7 3/4" 16" x 8" CONC. FTG. EL.-5' - 7 3/4" 16" x 8" CONC. FTG. EL.-5' - 7 3/4" 16" x 8" CONC. FTG. EL.-8' - 11 3/4" 16" x 8" CONC. FTG. EL.-5' - 7 3/4" 16" x 8" CONC. FTG. EL.-5' - 7 3/4" 16" x 8" CONC. FTG. EL.-5' - 7 3/4" 16" x 8" CONC. FTG. F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 Drop Fdn @ Door Drop Fdn @ Door 2' - 8 " 9' - 6"5' - 0"9' - 6" 2' - 8 " 12" Dia x 48" Deep Sonotube 12" Dia x 48" Deep Sonotube 9' - 6"5' - 0"9' - 6" 5' - 0"3' - 4" 001 Ejector Pump - See Riser Diagrams on A-501 Wood Stairs Insulated Metal Access Door R @ 8 7 / 8 " 8 3' - 6 " 4" Conc. Slab on Grade w/ 6x6 10/10 WWM Reinf. & V.B. Pitch to Doors 4" Conc. Slab w/ 6x6 10/10 WWM Reinf. & V.B. 11 ' - 3 1 / 4 " 6' - 1 1 1 / 2 " 2' - 3 1 / 2 " 12 ' - 4 3 / 4 " 7' - 1 " 28' - 0" Replace Fdn Vent w/ Automatic Vent Provide 16" Long #4 Dowels, Drilled and Epoxied 4" into Exist'g Foundation Walls @ 12" o.c. Vert (typ). Epoxy Using Hilti HIT HY-200. Opening for Ventilation F1 F1 EL.-8' - 11 3/4" 16" x 8" CONC. FTG. EL.-8' - 11 3/4" 16" x 8" CONC. FTG. Step Footing -see /D5 S-201Step Footing -see /D5 S-201 Align Footings and Top of FDN Wall to Existing Crawl Space 4" Conc. Slab on Grade w/ Fiber Reinf. & V.B. CRAWL SPACE BASEMENT Crawl Space W7 W7 3' - 6 " -1' - 7 3/4" -7' - 11 3/4" -1' - 7 3/4" 1' - 6 " 3' - 4 " 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 1/4" = 1'-0" FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York FOUNDATION PLAN S-101 2318LA LA LA JC 4/11/25SCALE:1/4" = 1'-0" FOUNDATION PLANA1 UP UP @TJI 110 -9 1/2"16" o.c. @ TJ I 1 1 0 - 9 1 / 2 " 16 " o . c . @TJI 110 -9 1/2"16" o.c. A B 1 32 4 D 8" 6' - 5 " 12 ' - 4 3 / 4 " 2' - 3 1 / 2 " 6' - 1 1 1 / 2 " 10 ' - 7 1 / 4 " 8" C DO U B L E J O I S T (3)1.75x9.5 2.0E LVL DOUBLE JOIST Beam Pocket Beam Pocket PIPE4SCH40 PIPE4SCH40 4' - 6 3/4"2' - 1 1/2"6' - 1 1/2"7' - 2"6' - 8 1/4" 8"26' - 8"8" DOUBLE JOIST 27' - 0" 7' - 1 " 11 ' - 3 1 / 4 " 6' - 1 1 1 / 2 " 2' - 3 1 / 2 " 12 ' - 4 3 / 4 " A B 1 3 5 1/2"6' - 10 3/4"6' - 1 1/2"7' - 2"6' - 10 3/4"5 1/2" 2 4 1. 7 5 x 9 . 5 2 . 0 E L V L F L U S H D GT -1 GT -2 @ TJ I 1 1 0 - 9 1 / 2 " 16 " o . c . @ TJ I 1 1 0 - 9 1 / 2 " 16 " o . c . MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 (3)1.75x11.25 2.0E LVL FLUSH GT -1 GT -2 ST -2 ST -2 ST -2 W10X45 1.75x11.875 2.0E LVL Ba l l o o n F r a m e W a l l C Parallam 1.8E – 5 1/4 x 5 1/4” Bearing Wall 5 1 / 2 " 39 ' - 1 " 5 1 / 2 " PIPE4SCH40PIPE4SCH40 Soild Blocking (typ) SCALE:1/4" = 1'-0" FIRST FLOOR FRAMING PLANA1 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 1/4" = 1'-0" FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York FRAMING PLANS S-102 2318LA LA LA JC 4/11/25SCALE:1/4" = 1'-0" SECOND FLOOR FRAMING PLANA4 A B 1 32 4 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 SD-1 SD-1 SD-1 SD-1 ST-1 ST-1 ST-1 SD-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 MT-1 GT -1 GT -2 TYP. 2' - 0 " O . C . 5' - 2 3/4"2' - 1 1/2"6' - 1 1/2"7' - 2"7' - 4 1/4" ST-1 MT-1MT-1 D10 ' - 0 " ST -2 ST -2 ST -2 ST -2 ST -2 ST -2 ST -2 ST -2 ST -2 ST -2 ST -2 ST -2 GT -1 GT -2 C Soild Blocking (typ) Truss Notes: 1. Trusses are schematically shown for purpose of indicating the design intent. All trusses might not be indicated in order to simplify the design clarity. It is the responsibility of the truss manufacturer/Engineer to provide a complete design that includes all trusses shown and not shown in these drawings. 2. Girder Trusses GT-1 and GT-2 to support Min Floor Load of 30 PSF LL & 10 PSF DL, w/ L/360 Deflection, on Bottom Chords. Bottom Chord depth shall match Floor Joist Depth. 3. Interior webs are not shown. 4. All truss dimensions to be field verified by contractor prior to fabrication. 5. All trusses to be designed, stamped and sealed by a NYS Licensed Professional Engineer. 6. Stamped and Sealed Truss Shop Drawings to be submitted to Architect for review and approval prior to fabrication. 7. Stamped and sealed Shop Drawings shall include, but not be limited to, truss profiles, truss load data, and truss layout plans. 2x6 (Min.) Top & Bottom Chords (typ) Truss Type ST-1 10 12 T/Wall 10 12 2x6 (Min.) Top & Bottom Chords (typ) Truss Type SD-1 10 12 10 12 2x6 (Min.) Top Chord Bottom Chord to Match F.J. Depth (typ) 2x6 (Min.) Top & Bottom Chords (typ) 10 12 10 12 T/Wall T/Wall Truss Type MT-1 (Mono Trusses) 1' - 0"7' - 2 1/2"13' - 7"7' - 2 1/2"1' - 0" GT-2: 11' - 6" GT-1: 21' - 11" Girder Trusses per plans Truss Type GT-1 & 2 (Girder Truss) 1' - 0"28' - 0"1' - 0" Girder Trusses GT-1 3.5 12 3.5 12 14' - 10"7' - 1" 13' - 7" Flush to T/F.J.'s LVL Support @ GT-1 2x6 (Min.) Top & Bottom Chords (typ) Truss Type ST-1 4.5 12 1' - 0"8' - 0"1' - 0" 4.5 12 3' - 1 3 / 4 " 8' - 1 1 1 / 2 " 4 7 / 8 " 8' - 1 1 1 / 2 " 5" 28' - 0" 1 5 T R U S S E S @ 2'- 0 " O .C . 3 0 ' ( D B s) BOTTOM CHORD DIAGONAL BRACING REPEATED AT EACH END OF THE BUILDING AND AT SAME SPACING AS TOP CHORD DIAGONAL BRACING < 1 5 ' < 1 5 ' < 1 5 ' ALL LATERAL BRACES LAPPED AT LEAST 2 TRUSSES 12 4 OR GREATER PERMANENT BOTTOM CHORD PLANE 1 0 T R U S S E S @ 2 '- 0 " O . C . 2 0 ' 4 5 ° 45° 4 5 ° PERMANENT WEB MEMBER PLANE PERMANENT CONTINUOUS LATERAL BRACING AS SPECIFIED BY THE TRUSS ENGINEER < 1 5 ' < 1 5 ' < 1 5 ' SPAN UP TO 32'4/12 OVER 32'-48' OVER 48'-60' SEE A REGISTERED PROFESSIONAL ENGINEEROVER 60' MINIMUM PITCH 4/12 4/12 BOTTOM CHORD LATERAL BRACE SPACING (LBs) 15' 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) (# trusses) 20 10 6 SP/DF SP/DF 15 7 4 DF-Douglas Fir-Larch HF-Hem-Fir SP-Southern Pine SPF-Spruce-Pine-Fir TEMPORARY: (AS PER MANUFACTURERS RECOMMENDATIONS) TRUSS BRACING NOTES: ROOF SHEATHING APPLIED WITH STAGGERED JOINTS AND NAILED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE IS ADEQUATE. PERMANENT TOP CHORD PLANE: 1 0 T R U S S E S @ 2 '- 0 " O . C . 2 0 ' CROSS BRACING REPEATED AT EACH END OF THE BUILDING AND AT 20'-0" INTERVALS O.C. 16" 14 ' - 0 " 2X8 RIDGE BOARD 2 X 8 SIL L P L A T E 2 X 8 S I L L P L A T E 2X8 RAFTER OVERBUILD ON EXIST'G EXISTING ROOF CONSTRUCTION BENEATH FACE OF EXISTING ROOF EAVE 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York FRAMING PLANS S-103 2318LA LA LA JC 4/11/25SCALE:1/4" = 1'-0" ROOF FRAMING PLANA1 SCALE:1/4" = 1'-0" TRUSS PROFILES SCALE:1/8" = 1'-0" TRUSS BRACING DETAILC4 A4 SCALE:1/4" = 1'-0" PORCH ROOF OVERBUILD FRAMING PLAND1 FOUNDATION NOTES GENERAL: 1. Contractor to notify CAA if site conditions such as adverse ground water or soil conditions warrant modifications to the engineering design of the foundation. 2. Footings may by poured neat against sides of excavations only if sloughing or raveling does not occur. 3. Contractor shall be responsible for support of all temporary embankments and excavations. 4. Backfill shall not be placed against basement foundation walls until: a. Concrete or masonry grout has reached sufficient strength to resist damage. b. Structural floor framing (including plywood sub-floor) required to stabilize walls is complete and fully nailed and anchored or sufficient bracing is applied to prevent wall damage. STRUCTURAL BACKFILL 1. Structural backfill of well graded, well drained, sand and gravel or crusher run stone shall be placed in 6-inch maximum lifts and compacted to a minimum density of 95% (under slabs-on-grade and building structure) and 90% (elsewhere) of maximum density at maximum moisture content as determined by ASTM D698. 2. Backfill shall be free of excessive vegetation, debris or other deleterious materials and contain no particles larger than 3-inches in diameter and no more than 10% passing the #200 sieve. FOOTINGS 1. Footings shall be placed at a minimum depth of 48-inches below adjacent finished grade unless otherwise specified on the Contract Documents. 2. Final 3-inches of excavation shall be removed by hand tool operations in order to assure bearing surfaces. 3. Footing shall be founded on firm, undisturbed, native soils free of frost and loose material. Footing may bear on properly engineered backfill provided settlement and/or consolidation tests performed indicate anticipated settlement will not exceed that allowed for the proposed structure. 4. Bottom surface of footings shall not slope more than 1.0 vertical to 10.0 horizontal, except as shown otherwise of drawings. 5. No excavation shall be made lower and closer to any footing than 1.0 vertical to 3.0 horizontal, except as shown on drawings. 6. Footings and slabs-on-grade shall not be placed on muddy or frozen ground. a. The percolation rate for good drainage is over 4 inches per hour; medium drainage is 2 inches to 4 inches per hour, poor is less than 2 inches per hour. b. Soils with a low potential expansion typically have a plasticity index (Pl) of 0 to 15, soils with a medium potential expansion have a Pl of 10 to 35 and soils with a high potential expansion have a Pl greater than 20. 7. Foundation and footing design is based upon an allowable soil bearing pressure of 2000 psf without excessive differential settlement. 8. Center all footings under walls, columns or grid lines unless otherwise noted on plans. 9. Contractor to provide field density tests on compacted fill under footings and interior slabs-on-grade. CONCRETE 1. All reinforced concrete shall be furnished and installed in accordance with the current ACI-318 “Building Code Requirements For Reinforced Concrete”. 2. In on-grade concrete slabs the welded wire fabric reinforcement (when required) shall be located midway in the slab thickness. 3. All exterior concrete to be air-entrained. 4. Provide concrete reinforcing bars at footing locations where soil is engineered fill. Bars shall be 2-#4, at the bottom with a minimum of 3” concrete cover unless noted otherwise. Concrete reinforcing bars are not required at footings bearing on undisturbed soil with a bearing capacity of 1500 psf unless noted otherwise on the drawings. 5. Provisions must be taken to protect all concrete work form frost damage with special attention paid to footings and other on-grade construction prior to backfilling and enclosing the building. 6. Anchor bolts shall conform to ASTM A-307 and shall be ½”diameter minimum and 10”long. Placement of anchor bolts shall be: 12”from plate end, 6”-0”O.C. maximum intermediate spacing, minimum 2 bolts per bearing plate section. 7. Provide 6 mil polyethylene vapor barrier membrane complying with ASTM D 2103 where indicated on drawings. MILD STEEL REINFORCEMENTS FOR CONCRETE 1. Mild steel reinforcement for concrete and masonry construction shall conform to ASTM-A615 Grade 60. Ties, stirrups, and hoops shall conform to ASTM A615-87, Grade 60. 2. Welded wire fabric shall conform to ASTM A185 in as long lengths as practical. 3. SPLICES: a. Reinforcement in concrete and masonry shall have lap lengths as follows, unless otherwise specified on drawings: Bar Size Length in Concrete #3 1”-6” #4 2’-0” #5 2”-6” #6 3’-4” 1. Welded wire fabrics shall be lapped one grid width plus 2”. 2. Reinforcement shall be bent cold. 3. Reinforcement shall not be welded. 4.PLACING: a. Reinforcement shall be accurately placed and adequately supported by concrete, metal, or other approved chairs, spacers, or ties, and secured against displacement during concrete or grout placement. Tack welding is not allowed. b. Except where shown otherwise on structural drawings, reinforcement in concrete shall have concrete cover as follows: 1. Concrete deposited against earth 3” 2. Formed concrete against earth 2” 3. Exterior faces of wall 2” 4. Interior faces of wall ¾” 5. To tops of slabs-on-grade ¾” WOOD MATERIALS: 1. All woods and wood construction shall comply with specifications and codes with modifications as specified herein: a. American Institute of Timber Construction (Standards Manual). b. National Forest Products Association: National Design specifications for Wood Construction. c. Southern Pine Inspection Bureau: Standard grading rules for Southern Pine Lumber). 2. All structural lumber shall be Spruce Pine Fir #2 (minimum) stress grade lumber unless otherwise noted. a. Fb = 950 psi; Fv = 135 psi; E = 1,300,000 psi (NDS Supplement: Design Values Wood Construction-2001 edition) b. Repetitive member value may vary due to member size per National Forest Products Association specifications. 3. All structural lumber shall be stamped in accordance with the American Institute of Timber Construction's "Construction Manual". 4. Grade loss resulting from effects of weathering, handling, storage, re-sawing or dividing lengths will be cause for rejection. 5. Wood which is in contact with concrete, masonry, soil, within 1'-0" of grade, or exposed to the exterior shall be pressure preservative treated. All wood framing to be 8" min. above adjoining finished grade. FRAMING NOTES: 1. Beams, girders and joists supporting loads, shall not be notched unless specified. Joists, except as above, may be notched no deeper than 1/6 the depth provided such notch is located within 1/3 of span from face to support. Saw cuts for notches shall not overrun depth of notch. Holes in joists, beams, and girders shall not be larger in diameter than 1/3 the depth of member and shall be located within center half of the span. All holes shall be centered within depth of member with a minimum of 2" lumber remaining above and below drill hole. Holes and notches in studs shall be located within 1/3 of height from either top or bottom, but no closer than 8" form plates. Holes and notches in studs shall not exceed 1/4 of the stud width. Holes bored through studs may not exceed 40% of stud width and be no closer than 5/8" to edge of stud. 2. Install all horizontal members with crown up. All beam and joist intersections to receive galvanized joist/beam hangers. 3. All members in bearing shall be accurately cut and aligned so that full bearing is provided without use of shims. Bearing posts shall have full support under. 4. All joists shall have a minimum of 2" bearing at supports unless otherwise specified. 5. All wood framing in contact with concrete or masonry shall be pressure treated. 6. Headers a. All headers in bearing walls shall be comprised of (3) 2x10's unless noted otherwise. b. All headers at non-bearing conditions shall be as follows: Opening Size Header Up to 4’-0”2-2”x 6” 4’-0”to 6’-0”2-2”x 8” 6’-0”to 9’-0”2-2”x 10” 1. All exterior exposed framing lumber to be pressure treated and fastened with galvanized metal fasteners. 2. Finishes shall be installed in accordance with manufacturer's requirements. Prepare all substrates as required by manufacturer. 3. Handrails shall be provided on both sides of stairway with two or more risers. Stair Handrails to be continuous and shall be mounted between 34"-38" above stair tread or finished floor. Handrail ends shall terminate in newel posts. 4. Guards shall be not less than 42" in height and shall not allow passage of a sphere 4" or more in diameter through intermediate rails. Guards shall be provided on all deck surfaces over 30 ” above adjacent grade. 5. Guards shall be capable of resisting a 200 lb. concentrated load placed along the top rail in any direction. 6. Ledger board to be through-bolted with 1/2" galvanized carriage bolts at 24" o.c. staggered max. 7. Stair risers shall not exceed 8.25" and Minimum Tread Depth shall be 9". 8. All metal fasteners & hangers shall be G185 galvanized, stainless steel or otherwise compatable with the wood treatment. All bolts shall be 1/2" dia min. 9. Locate double floor joist under all interior partitions running parallel to framing under plumbing fixtures and at floor openings. Provide 1 x 3 mid-span cross bridging at all floor joist and spans. 10. All stud walls shown on Drawings shall have studs placed at 16”o/c, except where shown otherwise. 11. Top plates shall be doubled on all stud walls. 12. Cripples under headers shall be continuous to sole plate. 13. Block all stud walls as required for sheathing. 14. Joists, rafters, and decking shall not be cut and headed or displaced to provide for openings in roofs or floors, except as detailed on Drawings. 15. All rafters shall be notched for full bearing at all supports unless otherwise specified. 16. All wood wall sheathing shall be applied as follows: center vertical joints over studs. Nail top of panels to double top plate, and nail bottom of panels to anchored sill plate. Apply gypsum board so that end joints of adjacent courses do not occur over the same stud. 17. Plywood sub-floor and roof sheathing: Install with face grain at right angles to supports, continuous over two (2) or more spans. Allow minimum space 1/16”between end joists and 1/8”at edge joints for expansion and contraction of panels. Plywood decking shall also be continuously glued and nailed to all joists, rafters or trusses. 18. Finishes shall be installed in accordance with manufacturer’s requirements. Prepare all substrates as required by manufacturer. 19. Design of wood trusses by others. Manufacturer to have truss design reviewed and certified by an Architect or Professional Engineer licensed in the state of New York prior to fabrication. See Truss Manufacturer’s specification for details. 20. Shop drawings shall be submitted for Architect's review and approval for Truss Joists and Wood Trusses prior to fabrication. CONNECTIONS 1. All manufactured connection hardware designated on Drawings shall be nailed in strict conformance to manufacturer's instructions. 2. All steel connections assemblies detailed on Drawings shall be fabricated from ASTM A36 steel in conformance to manufacturer's instructions. 3. Install lag screws in drilled lead holes with a diameter equal to ¾ of the shank diameter (lag screws shall not be hammered in). Wax or soap lag screws. Provide washers under heads bearing on wood. Holes shall be properly aligned. 4. Bolt holes shall be drilled 1/16" larger than bolt diameter. Provide washers under all bolt heads and nuts bearing on wood. Holes shall be properly aligned. 5. In no case shall misalignment be allowed which prevents proper bearing or alignment of members. Oversize holes shall not be allowed. Bolts shall be ASTM A307 bolts. Nuts shall be tightened snug. 6. Wood fasteners shall be installed in compliance with the 2020 Residential Code of NY Section 602.3 and Table 602.3(1) -FASTENING SCHEDULE. 7. Sheathing shall be nailed as follows, except where shown otherwise: 8. Roof sheathing: 8dcommon at 6”o/c at all supported edges and at 12”o/c at interior supports. 9. Floor sheathing: 8d common at 6”o/c at all supported edges and at 10”o/c at interior supports. 10. Nail wood sheathing direct to framing: 10d common at 6”o/c all panel edges and at 10”o/c at all interior studs. 11. All manufactured connection hardware designated on Drawings shall be nailed in strict conformance to manufacturer’s instructions. 12. All steel connections assemblies detailed on Drawings shall be fabricated from ASTM A36 steel in conformance to manufacturer’s instructions. 13. Install lag screws in drilled lead holes with a diameter equal to ¾ of the shank diameter (lag screws shall not be hammered in). Wax or soap lag screws. Provide washers under heads bearing on wood. Holes shall be properly aligned. 14. Bolt holes shall be drilled 1/16”larger than bolt diameter. Provide washers under all bolt heads and nuts bearing on wood. Holes shall be properly aligned. 15. In no case shall misalignment be allowed which prevents proper bearing or alignment of members. Oversize holes shall not be allowed. Bolts shall be ASTM A307 bolts. Nuts shall be tightened snug. DESIGN CRITERIA: Live Load Loads, psf Deflective Location Live Dead Limit 1st Floor 40 10 L/360 2nd Floor 30 10 L/360 Attic 30 10 L/360 Roof (with finished ceiling)*50 10 L/240 Decks 40 10 L/360 *Flat roof for 50 psf ground snow load (reduction factors per ASCE 7 apply for sloped roofs.) Assumed Safe Soil Bearing...1500 psf at min. 42 inches below finished grade *Value may be increased if site-specific soil classification or load bearing test data is available. Wind speed: 90 mph Soil Bearing Pressure: 2000 lbs./sf (min) STRUCTURAL MATERIAL SPECIFICATIONS: Structural Steel...................ASTM A-36, Fy = 36 ksi Reinforcing Steel.................ASTM A-615, Fy = 40 ksi Wire Mesh...............................ASTM A-185, 6 x 6-10/10 WWM Reinforcing Lumber.....................................No. 2 SPF = 950 psi (min. repetitive member use) E = 1.2 x 106 psi Wood Structure Panels....DOC PSI, DOC PS2 Roof (min.)...24/16 Floor (min.); or equal Microlams & Ganglams.......Fb = 2600 psi, *E = 1.9 x 106 psi, *Multiplication factors apply per mfr. Specs Mortar....................................ASTM C270, Type S Grout......................................Fc = 2000 psi, ASTM C476 Concrete...............................ACI 318 Fc = 4000 psi locations not exposed to the weather Fc = 4000 psi locations exposed to the weather (air-entrained) Bolts......................................ASTM A307, Fy = 33 ksi NAILING REQUIREMENTS: Minimum nailing requirements for standard connections unless specifically shown or noted otherwise. ITEM No. or Spacing Size Joint Toe nail to plates, sill or girder 3 8d To parallel alternate joints 3 16d At laps overbearing, face nail 3 16d Studs End nail to plates 2 16d Or toe nail to each side 4 8d Top Plates Spike together 16”o/c 16d Laps & intersections, face nail 2 16d Blocking To plate 2 16d or toe nail 4 8d Toe joist each side 2 16d or toe nail 4 8d Bridging Toe nail to joists, each end 2 8d Studs Corner, angle or multiple 24”o/c 16d 2”x laminated beams or lintels spike together 16”o/c 16d Double joists or headers Spike together, along each edge 16”o/c 16d Plywood sheathing and sub-floor Nailing at edges of each sheet 3/8”thick 6”o/c 8d ½”& 5/8”thick 6”o/c 10d At interior of each sheet space nails 10”o/c for 3/8”and ½”thick plywood. Sheathing shall be nailed as follows, except where shown otherwise: a. Roof sheathing: 8dcommon at 6”o/c at all supported edges and at 12”o/c at interior supports. b. Floor sheathing: 8d common at 6”o/c at all supported edges and at 10”o/c at interior supports. c. Nail wood sheathing direct to framing: 10d common at 6”o/c all panel edges and at 10”o/c at all interior studs. Double TJI Joist Filler Block: Attach per the table below. Clinch nails when possible. Hanger Backer Block:Install tight to top flange (tight to bottom flange with face mount hangers). Attach per the table below. Clinch nails when possible. Backer block both sides of web with single TJI joist With top mount hangers, backer block required only for downward loads exceeding 250 (395 factored) lbs or for uplift conditions. For filler and backer block sizes see Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. TJI Depth, D TJI Flange Width Block Type Nail Size Quantity Filler Backer Filler Backer 10d(0.128" x 3")15 10d(0.128" x 3")15 10d(0.128" x 3")15 -each side 10d(0.128" x 3")15 9 1/2" <D≥20" Less than 3 1/2" 3 1/2" For nailing capacities refer to TB-834 (ASD) and TB-861 (LSD) Rim Board Web Stiffener 1/8" Stiffeners are required on both sides of the web when : -Hangers with side nailing. -Any hanger with sides not containing the top flange of the joist. -Web stiffener nailed with 3 -3" (10d) nails for 9 1/2" and 11 7/8" joists, and 5 -3" (10d) nails for 14" & 16" joists. Point Load from above > 1000 lbs. For Point Load from above: Install web stiffeners tight against top flange with 1/8" gap between bottom flange WEB STIFFENER BY MANUF. EACH SIDE OF TJI. (SEE TJI COVER SHEET FOR REQUIRED NAILING) BLOCKING PANEL BY MANUF. TJI FLOOR JOISTS BEAM PIPE COL. (CONC. FILLED) 4" CONC. SLAB W/ 6x6 10/10 WWM ON 2" HEAT SHEET HS-R10 RIGID INSUL CONC. FOOTING REBAR EA WAY -SEE PIER SCHEDULE ON S-101 9"X9"X1/2" BASE PLATE W/ (2) 5/8" DIA. x 8" HOT-DIPPED GALV. ANCHOR BOLTS. BASE PLATE TO BE PAINTED W/ 2 COATS ZINC-RICH PAINT ON ALL 6 SIDESAS INDICATED ON PLAN ON P L A N AS I N D I C A T E D NOTE: BOTTOMS OF FOOTINGS TO BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL. IF STRUCTURAL FILL IS PROVIDED, IT SHALL BE APPROVED BY THE ARCHITECT 3" 3" VAPOR BARRIER OVER FOOTING VAPOR BARRIER IF REQUIRED BY RIGID INSUL. MANUFACTURER Ice shield underlayment requiredExposure Category 48" SUBJECT TO DAMAGE FROM Frost line depth CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR THE CITY OF SARATOGA SPRINGS SEISMIC DESIGN CATEGORY WIND 115 SPEED (mph) B C Weathering SEVERE Decay NONE SLIGHT Termite SLIGHT MODERATE Winter Design Temp. -5° F YES Flood hazards NONE GROUND SNOW LOAD 50 1' - 4 " 1' - 4 " 4' - 0" MIN. 7 127/128" FTG DEPTH "T" D I A 4 8 B A R SAME AS BOTTOM CONT. FOOTING REINF. BOTTOM CONTINUOUS FOOTING REINFORCEMENT Min 3" Min 3" DIA 48 BAR DIA 24 BAR FTG DEPTH "T" 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York STRUCTURAL NOTES & DETAILS S-201 2318LA LA LA JC 4/11/25 SCALE:1/2" = 1'-0" DOUBLE JOIST DETAILB5SCALE:N.T.S. TJI WEB STIFFENERSB3 SCALE:1" = 1'-0" TJI BEAM DETAILA3 SCALE:1" = 1'-0" FOOTING DETAILA5 SCALE:1/2" = 1'-0" TYP STEPPED FOOTINGD5 GF C I GF C I UP DN DN DN DN UP GF C I GF C I GFCI GFCI GF C I GF C I GF C I GFCI UP UP PL A N S Y M B O L L E G E N D W1 Insulation 101 New Door & Door Tag -See Door Schedule New Wall & Type Symbol -See Wall Type Schedule New Window & Type Symbol -See Window Schedule W1 Electrical Panel (Power/Lighting)P1 BS Bar Sink WC Water Closet LAV Lavatory SH Shower Combination Smoke Detector/Carbon Monixide Detector Room 101 Room Name & Number - See Finish Schedule ?D1 Existing Construction to Remain Existing Construction to be Removed Removal Keynote -See Removal Keynote Descriptions Smoke Detector Duplex Outlet Ground Fault Circuit Interrupter Outlet S S CO Fan/Light -Ceiling-Mounted Vent to Exterior Recessed LED Downlight (8"⌀) - Add Blocking as Required to Mount Light Switch Duplex Outlet (Existing) Ground Fault Circuit Interrupter Outlet (Existing) Light Switch (Existing) E E E Rate of Rise Heat DetectorH A1 A-301 A1 A-301 C5 A-301 C5 A-301 22' - 6 1/2" 21 ' - 1 " 3' - 7 1 / 2 " 10 ' - 8 " 17 ' - 6 1 / 2 " 27' - 0 1/2" 3' - 3 " 5' - 0" 7' - 0 " 24' - 0" 5' - 4" 5' - 1 0 1 / 4 " 6' - 10 1/4"7' - 4 1/2" A5 A-301 A5 A-301 C1 A-301 C1 A-301 A B 1 3 5' - 2 3/4"2' - 1 1/2"6' - 1 1/2"7' - 2"7' - 4 1/4" 2 4 D OFFICE 101 SUNROOM PORCH BREEZEWAY 102 GARAGE 103 RECREATION 106 TOIL 105 MECH 109STAIR 108 HALL 104 MUD 110 BAR 107 CL 111 102A 102B 103C 104 111 105 109 110 103B 103A 101 W2 W2W2 W2 W1W1 W4 W3 W4 W5 100 14' - 0"14' - 0" Open Above S CO H C D3 A-401 14' - 0"14' - 0" 4' - 4"7' - 8"7' - 8"4' - 4" 4' - 4"7' - 8"7' - 8"4' - 4" E1 E2 E2 E3 P1 P2 P2 P2P2 P2 E2 E2 E2 E2 P1 P2 R @ 7 5/8"14 R @ 6 5/8"3 R @ 6 5 / 8 " 3 R @ 6 5 / 8 " 3 R @ 6 5 / 8 " 3 Provide R30 Closed Cell Spray Foam Insul in Floor Joists at Existing Crawl Space to 24" from Exterior Walls (typ) 8' - 3"3' - 2" Infill Wall Construction to Match Existing Adjacent Infill Wall Construction to Match Existing AdjacentP3 E2 E2 E2 Relocate Existing Hydronic Baseboard Exist'g SubPanel 3 1/2" Plumbing Chase P2 New Insulated Plumbing Lines in Ceiling. Patch Ceiling to Match Existing Construction. 6' - 0" 1' - 1 0 " 3' - 0 " 3' - 0 " 1' - 1 0 " 6' - 6 1/2"3' - 6"3' - 10 1/2" Tankless Water Heater Vent to Exterior SubPanel Bilco Classic Series Basement Door -BR-3 w/ 18" Extension. Powder Coated Finish & Keyed Lock 2x8 Wall Brackets (typ of 2) - Provide Solid Blocking @ Wall Wood Steps & 3'-0" Deep x 6'-0" Wide Deck w/ 2x8 Joists Wood Steps & 3'-0" Deep x 6'-0" Wide Deck w/ 2x8 Joists 13 ' - 6 " 12 ' - 1 0 " 15 ' - 3 " 11 ' - 0 " 1' - 9 " R @ 6 1/8"3 Provide New Door and Sidelights. Replace Header Infill Wall Construction to Match Existing. Manuf. Stone Veneer 13 ' - 8 " 7' - 1 3 / 4 " 6' - 6 1 / 4 " Replace Exist Columns -see /A4 A-102 Vent Fan/Light to Exterior (2) Carriage Lights (2) Carriage Lights (2) Carriage Lights (1) Carriage Light 4' - 0 " 3' - 2 " (1) Carriage Light Provide Level 2 EV Charger HB HB HB Hose Bib Hose Bib Hose Bib TABLE N1102.1.2 (R402.1.2) MIN. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE FENESTRATION U- FACTOR GLAZED FENESTRATION SHGC CEILING R-VALUE WOOD FRAME WALL R-VALUE SLAB R-VALUE & DEPTH BELOW HEATED SLAB R-VALUE 5A 0.30 NR 49 20 10, 2 FT 5 CRAWL SPACE WALL R-VALUE 15 CONT. INSUL. FLOOR R-VALUE 30 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York FIRST FLOOR PLAN A-101 2318LA LA LA JC 4/11/25SCALE:1/4" = 1'-0" FIRST FLOOR PLANA1 WALL TYPES Type Description E1 Replace Existing Tyvek Wrap. Provide James Hardie Composite Board and Batt Siding (Select Cedarmill) on Exist'g Sheathing. E2 2x6 Studs @ 16" o.c. w/ 1/2" GWB Interior. R21 Open Cell Spray Foam Insul in Cavity. 7/16" Huber Zip Sheathing and James Hardie Composite Board and Batt Siding (Select Cedarmill) E3 2x6 Studs @ 16" o.c. w/ 1/2" GWB Interior. 7/16" Huber Zip Sheathing and James Hardie Composite Board and Batt Siding (Select Cedarmill) E4 2x6 Studs @ 16" o.c. w/ 1/2" GWB Interior. R21 Open Cell Spray Foam Insul in Cavity. 7/16" Huber Zip Sheathing and James Hardie Composite Board and Batt Siding (Select Cedarmill) F1 8" Poured Concrete Foundation Wall on 8"x16" conc. Ftg. P1 2x6 Wd Studs @ 16" o.c. w/ 1/2" GWB Each Side and R-21 Batt Insul w/ Vapor Barrier P2 2x4 Wd Studs @ 16" o.c. w/ 1/2" GWB Ea Side. Provide MR GWB on Wet Wall. P3 1/2" GWB on Exist'g Substrate. GF C I GF C I DN W / D GFCI PL A N S Y M B O L L E G E N D W1 Insulation 101 New Door & Door Tag -See Door Schedule New Wall & Type Symbol -See Wall Type Schedule New Window & Type Symbol -See Window Schedule W1 Electrical Panel (Power/Lighting)P1 BS Bar Sink WC Water Closet LAV Lavatory SH Shower Combination Smoke Detector/Carbon Monixide Detector Room 101 Room Name & Number - See Finish Schedule ?D1 Existing Construction to Remain Existing Construction to be Removed Removal Keynote -See Removal Keynote Descriptions Smoke Detector Duplex Outlet Ground Fault Circuit Interrupter Outlet S S CO Fan/Light -Ceiling-Mounted Vent to Exterior Recessed LED Downlight (8"⌀) - Add Blocking as Required to Mount Light Switch Duplex Outlet (Existing) Ground Fault Circuit Interrupter Outlet (Existing) Light Switch (Existing) E E E Rate of Rise Heat DetectorH A1 A-301 A1 A-301 C5 A-301 C5 A-301 10 ' - 7 " 7' - 0 1/2"13' - 0"7' - 0 1/2" A5 A-301 C1 A-301 C1 A-301 A B 1 3 14' - 0"14' - 0" 2 4 7' - 4 1/4"13' - 3 1/2" 11 ' - 6 " 6' - 7 " 21 ' - 1 1 " 40 ' - 0 " D BEDROOM 2 201 BEDROOM 3 207 HALL 204 BATH 206 LIN 205 LAUND 203 CL 202 CL 208 208 207 206 205203 201202 W4W4 W2 5' - 2 3/4"2' - 1 1/2"6' - 1 1/2"7' - 2"7' - 4 1/4" 18x24 Attic Access Panel 18x24 Attic Access Panel S S CO S ATTIC ATTIC ATTIC ATTIC Edge of Dormer Roof Below C 11 ' - 3 1 / 4 " 6' - 1 1 1 / 2 " 2' - 3 1 / 2 " 12 ' - 4 3 / 4 " 7' - 1 " 4' - 1 0 1 / 4 " 4' - 1 0 1 / 4 " 8' - 9 1 / 2 " 7' - 0 1/2"7' - 3 1/2"5' - 8 1/2"7' - 0 1/2" W6 P2 P2 P2 E2 P1 P2 P2 P1P2 P2 P1 E2 E2P1 P2 P2 P2 7' - 2 1/4"7' - 0 1/2" Open Below E4 Vent Fan/Light to Exterior 4" CMU GROUTED EXIST'G WOOD COLUMN MANUFACTURED STONE VENEER 1' - 6" 1' - 6 " 1' - 2" 1' - 2 " CAP DEPTH 6 1/2" EXIST'G WOOD COLUMN HB&G PVC CRAFTSMAN SQUARE TAPERED COLUMN (16" BASE & 12" TOP) 3" THK PRECAST CONC. CAP, 4 PIECES OUTLINE OF STONE VENEER BELOW MORTAR JOINT 2X PT BLOCKING AS REQUIRED (NOT SHOWN) 1' - 8 " 1' - 8" 3" THK PRECAST CAP NON-SHRINK GROUT MORTAR JOINT MANUFACTURED STONE VENEER EXIST'G WOOD COLUMN HB&G PVC CRAFTSMAN SQUARE TAPERED COLUMN W/ RAISED PANEL 5' - 0 " V. I . F . 2' - 4 " V. I . F . 7' - 4 " 2"1' - 4"2" 1' - 0" EXIST'G CONC. FDN 4" CMU -GROUTED WEEP HOLES FLASH & CAULK COLUMN CAP PER MANUF. RECOMENDATIONS CAULK PER MANUF. RECOMENDATIONS EXIST'G CONC. SLAB 1' - 6" SIMPSON CPT66Z CONCEALED COLUMN BASE BUILD UP BEAM AS REQUIRED TO MATCH COLUMN CAP THICKNESS EXIST'G PORCH CEILING 1"1" EXIST'G SHEATHING MORTAR SETTING BED MANUFACTURED STONE VENEER TOOLED MORTAR JOINT LATH WEATHER RESISTANT BARRIER EXISTING CONSTRUCTION 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York SECOND FLOOR PLAN A-102 2318LA LA LA JC 4/11/25SCALE:1/4" = 1'-0" SECOND FLOOR PLANA1 SCALE:3/4" = 1'-0" COLUMN PLAND5 SCALE:3/4" = 1'-0" COLUMN CAP DETAILD6 SCALE:1 1/2" = 1'-0" COLUMN DETAILA4 SCALE:1 1/2" = 1'-0" STONE WALL DETAILD4 WALL TYPES Type Description E1 Replace Existing Tyvek Wrap. Provide James Hardie Composite Board and Batt Siding (Select Cedarmill) on Exist'g Sheathing. E2 2x6 Studs @ 16" o.c. w/ 1/2" GWB Interior. R21 Open Cell Spray Foam Insul in Cavity. 7/16" Huber Zip Sheathing and James Hardie Composite Board and Batt Siding (Select Cedarmill) E3 2x6 Studs @ 16" o.c. w/ 1/2" GWB Interior. 7/16" Huber Zip Sheathing and James Hardie Composite Board and Batt Siding (Select Cedarmill) E4 2x6 Studs @ 16" o.c. w/ 1/2" GWB Interior. R21 Open Cell Spray Foam Insul in Cavity. 7/16" Huber Zip Sheathing and James Hardie Composite Board and Batt Siding (Select Cedarmill) F1 8" Poured Concrete Foundation Wall on 8"x16" conc. Ftg. P1 2x6 Wd Studs @ 16" o.c. w/ 1/2" GWB Each Side and R-21 Batt Insul w/ Vapor Barrier P2 2x4 Wd Studs @ 16" o.c. w/ 1/2" GWB Ea Side. Provide MR GWB on Wet Wall. P3 1/2" GWB on Exist'g Substrate. 10" / 12" 6" / 1 2 " 4 1 / 2 " / 1 2 " 4 1 / 2 " / 1 2 " 3 1/2" / 12"3 1/2" / 12" 4 1 / 2 " / 1 2 " 4 1 / 2 " / 1 2 " 6" / 12" 6" / 12" 6" / 12" 6" / 12" 9" / 1 2 " 9" / 1 2 " D3 A-103 D3 A-103 D3 A-103 D5 A-103 D1 A-103 D1 A-103 10" / 12" 10" / 12"10" / 12" Grey Region Indicates One layer of Ice and Water Shield to 24" from outside face of wall to interior of building. Provide 2 layers at roofs with pitch of 4/12 and below. LEGEND Standing Seam Metal Roofing 30 Year Fiberglass Shingle Roofing Wall Siding/Cladding not Shown for Clarity Building Wrap-Overlap Counterflashing Min. 2" Appropriate Fasteners Sheet-Metal Counterflashing-Overlap Step Flashing Min. 2" Sealing Strip 2" Min. Sheet-Metal Step Flashing at Each Course Asphalt Shingles Underlayment Turned up Wall Maintain 1" Above Roof SurfaceSlopeTrim Corner of Shingles Asphalt Shingles Sealing Strips Sealant Extend Shingle 12" Min. Beyond Center of Valley Valley Underlayment Field Underlayment and Roof Deck Not Shown for Clarity Slope Truss Huber Zip Board Composite Sheathing 30 Year Fiber Glass Architectural Shingles Closed Cell Spray Foam Insulation Ridge/Hip Cap SCALE:1/4" = 1'-0" ROOF PLANA1 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York ROOF PLAN A-103 2318LA LA LA JC 4/11/25 SCALE:N.T.S. STEP FLASHING DETAILD3 SCALE:N.T.S. VALLEY DETAILD5SCALE:3" = 1'-0" RIDGE DETAILD1 New ConstructionExisting Structure Step Flashing (typ) James Hardie Fiber Cement Lap Siding (typ) 30 Yr FG Shingles PVC Trim PVC Facia See Window Schedule Standing Seam Roof Canopy James Hardie Fiber Cement Lap Siding (typ) W2 W3W4W2 102B W2 Bilco Door Step Flashing (typ) James Hardie Fiber Cement Lap Siding (typ) HB&G Craftsman Columns over Manufactured Stone Base Standing Seam Metal Roofing 30 Yr FG Shingles PVC Trim PVC Facia James Hardie Fiber Cement Staggered Edge Shingle Siding @ Gable Existing StructureNew Construction See Window Schedule See Door Schedule Standing Seam Roof Canopy 2x Brackets 103B W6 103A W2 102A W2 W1 W1 James Hardie Fiber Cement Lap Siding (typ) PVC Facia Stone Veneer @ Porch Entry James Hardie Fiber Cement Lap Siding (typ) HB&G Craftsman Columns over Manufactured Stone Base 30 Yr FG Shingles PVC Facia James Hardie Fiber Cement Staggered Edge Shingle Siding @ Gable W4 Open 110 W4 W5 W4 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 3/16" = 1'-0" FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York ELEVATIONS A-201 2318LA LA LA JC 4/11/25 SCALE:3/16" = 1'-0" SOUTH ELEVATIOND1 SCALE:3/16" = 1'-0" NORTH ELEVATIONC1 SCALE:3/16" = 1'-0" WEST ELEVATIONA1 SCALE:3/16" = 1'-0" WEST ELEVATION -GARAGEA4 SCALE:3/16" = 1'-0" EAST ELEVATIONB1 FIRST FLOOR 0" T/Plate 8' -1 1/8" T/DORMER 17' -0 5/8" BASEMENT -7' -11 3/4" SECOND FLOOR 8' -11 1/2" GRADE -1' -7 3/4" ROOF CONSTRUCTION: • 30 Year FG Roof Shingles • 5/8" Huber Zip System Sheathing With Clips On 24" O.C. • NYS Enginer Approved Energy Trusses @ 24" O.C. • R-49 Closed Cell Spray Foam Insulation • 1/2" GWB Ceiling EXTERIOR WALL CONSTRUCTION: • Fiber Cement Siding • 1/2" Huber Zip System Sheathing • 2x6 Wood Studs @ 16" o.c. • R-21 Open Cell Spray Foam Insul • Vapor Barrier • 1/2" GWB Interior FLOOR CONSTRUCTION: • See Finish Schedule for Flooring • 3/4" Advantek Underlayment • TJI FJ's @ 16" O.C. -See Structural for sizing • R30 Batt Insulation • 5/8" Type 'X' GWB Ceiling FOUNDATION CONSTRUCTION: • 8" Reinforced Concrete Foundation Wall • Conc. Ftg. -See Structural Plans • 4" Concrete Slab w/ 6x6 10/10 WWM • 6" Well Compacted Gravel under Slab INTERIOR WALL CONSTRUCTION: • 2x4 Wood Studs (U.N.O.) • 1/2" GWB 8' - 1 1 / 8 " 8' - 1 1 / 8 " 10 3 / 8 " HALL TOIL HALL GARAGE ATTIC ATTIC CRAWL SPACE 4" PVC Foundation Drain -Connect to Exist'g 8' - 1 1 / 8 " BASEMENT -7' -11 3/4" SECOND FLOOR 8' -11 1/2" GRADE -1' -7 3/4" 28' - 0" 3.5 12 10 12 3.5 12 BASEMENT ATTIC MUD MECH STAIR HALL HALLBATH A-401 D1 8' - 1 1 / 8 " 9 1 / 2 " 7/ 8 " BREEZEWAY CRAWL SPACE 8' - 1 1 / 8 " FIRST FLOOR 0" T/DORMER 17' -0 5/8" SECOND FLOOR 8' -11 1/2" GRADE -1' -7 3/4" 10 12 3.5 12 3.5 12 EXISTING CONSTRUCTIONADDITION ALIGN INFILL WALL CONSTRUCTION TO MATCHGARAGE BEDROOM 2 BREEZEWAY OFFICE ATTICATTIC CRAWL SPACE 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 1/4" = 1'-0" FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York SECTIONS A-301 2318LA LA LA JC 4/11/25SCALE:1/4" = 1'-0" BUILDING SECTIONA1 SCALE:1/4" = 1'-0" BUILDING SECTIONC5 SCALE:1/4" = 1'-0" SECTION @ CONNECTORA5 SCALE:1/4" = 1'-0" BUILDING SECTIONC1 UNDISTURBED SOIL OR STRUCTURAL FILL (AS APPROVED BY ARCHITECT) 4" CONC. SLAB ON GRADE OVER VAPOR BARRIER & 6" COMPACTED GRAVEL OR CLEAN SAND FILL AS REQUIRED BY SITE CONDITIONS CONTINUOUS FOOTING #4 VERTICAL DOWELS W/ HOOK @ 36" O.C. #5 HORIZONTAL REBAR. @ TOP & BASE CONTINOUS AROUND PERIMETER. USE BENT BARS @ CORNERS NYS ENGINEER APPROVED PRE- ENGINEERED TRUSSES 1/2" EXPANSION JOINT ALUMINUM DRIP EDGE 30 YEAR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 5/8" HUBER ZIP SHEATHING SYSTEM WITH PLYCLIP ON 24" O.C. PVC FASCIA R-49 CLOSED CELL SPRAY FOAM INSULATION ICE AND WATER SHEILD (SEE ROOF PLAN) PVC SOFFIT 1/2" HUBER ZIP SYSTEM SHEATHING 8" THICK POURED FOUNDATION (3500 PSI) GRADE 2x12 TREATED SILL SEALED 1/2" x 12" ANCHOR BOLTS @ 6'-0" O.C. MIN. & 12" MIN FROM CORNER R21 OPEN CELL SPRAY INSULATION 8" 8" M I N . 1/2" GWB CEILING PVC FASCIA DAMPPROOFING 3"3" 3" 3" R15 RIGID XPS INSULATION W/ VAPOR BARRIER ON RIPPED 2X4 PT SILL. 1/2" GWB THERMAL BARRIER (3) #5 BARS CONT. W/ #5 LATERALS @ 12" O.C. 16" 8" FLOOR JOISTS PER PLANSJAMES HARDIE BOARD & BATTEN SIDING RIM BOARD 7/8" ADVANTECH SUB-FLOOR ALL INTERIOR WALLS TO BE 2x4 STUDS @ 16"O.C. 2x6 SILL PLATE 2x6 STUDS @ 16"O.C. TRUSS BOTTOM CHORDS PER PLANS 7/8" ADVANTECH SUB-FLOOR 2x BLOCKING/NAILER AS REQUIRED R30 BATT INSULATION 4" FTG DRAIN -CONNECT TO EXISTING OR DRAIN TO DAYLIGHT AGGREGATE W/ FILTER CLOTH NOTE: REINFORCING IS BASED ON SOIL TYPES SW, SP, SM, SC, GM, OR GC. CONSULT ARCHITECT IF DIFFERENT CONDITIONS ARE FOUND 1/2" GWB To Top of Header 10' - 0" Max. (3'-0" Max.) Pony Wall 12' - 0" Max. Wall Height Extent of Header Finished Width < 18'-0" Anchor Bolts Per Code (2 Min.) w/ 2"x2"x3/16" Plate Washers If Panel Splice is Needed it Shall Occur Within Middle 24" of Wall Height. Provide 2x Horizontal Blocking to Support Panel Edges. Fasten Sheathing to Header w/ 2 3/8"x0.113" Common Nails in 3" Grid Pattern as Shown and 3" O.C. in all Framing (Studs & Sills) -Typical. Fasten Header to King Studs w/ (6) 3 1/2"x0.131" Sinkers Min. (2) Jack Studs or as Noted on Plans Locate Header @ Top of Opening O EXTERIOR ELEVATION To Top of Header 10' - 0" Max. (3'-0" Max.) Pony Wall 12' - 0" Max. Wall Height Extent of Header Finished Width < 18'-0" 1/2" Dia. Anchor Bolts w/ 7" Min. Embedment & 2"x2"x3/16" Plate Washers Blocking as Required for Sheathing Splice Fasten Top Plate to Heade w/ 2 Rows of 3 1/2x 0.131" Nails @ 3" O.C. Fasten Header to King Studs w/ (6) 3 1/2"x0.131" Sinkers Min. (2) Jack Studs or as Noted on Plans Locate Header @ Top of Opening INTERIOR ELEVATION Ki n g S t u d Ja c k S t u d (For Example: 16" Min. for 8' Height) 6:1 Height-to-Width Aspect Ratio Min. Panel Width Based on See Typ. Corner Framing Detail 3"x11 1/4" Min. Header (See Plans) 3"x11 1/4" Min. Header (See Plans) Simpson MSTA49 Strap, Opposite Side of Sheathing (See Section A-A) Typ. Install Per Manuf. Spec. Sheathing Filler as Req'd Simpson MSTA49 Strap, Centered @ Bottom of Header -Locate on Inside Face of Wall 3 1/2"x0.131" Sinker Nails in (2) Rows @ 3" O.C. 2' - 0 1/2" 2' - 0 1/2" 7/16" OSB or 1/2" Plywood Sheathing, Continuous from Top to Bottom of Wall, or From Top of Wall to Permitted Splice Area SECTION A-A THROUGH PIER A A Wall Segment Portal Frame 2 3/8"x0.113" Nail @ 6" O.C. in All Panel Edges Not Part of Portal Frame 3 1/2"x0.131" Nail @ 12" O.C. PLAN VIEW OF CORNER DETAIL A A 4" CONC. SLAB ON GRADE OVER VAPOR BARRIER WALL CONSTRUCTION -SEE 1/2" EXPANSION JOINT8" THICK POURED FOUNDATION GRADE 2x12 TREATED SILL SEALED 1/2" x 12" ANCHOR BOLTS @ 6'-0" O.C. MIN. & 12" MIN FROM CORNER 3" R15 RIGID XPS INSULATION W/ VAPOR BARRIER ON RIPPED 2X4 PT SILL. 8"8" M I N . 1/2" GWB THERMAL BARRIER 1X HARDBOARD SILL (PAINTED) /A4 A-401 2 3/4" Exterior Wall Per Plan 2x6 Bottom Plate on 2x6 P.T. Sill Plate on Sill Sealer, Cont. 1/2" x 16" G-90 Galv. Anchor Bolts W/ "Simpson" #BP1/2 Bearing Plate @ 6'-0" O.C. & 12" From End of Sill Plate Component, Set Top of Bolt 4" Min. Above Foundation Wall (2) #4 Horiz. Rebar Cont. 8" Wide Concrete Foundation Wall, See Foundation Plan 4" Thick Concrete Floor Slab w/ 10x10 WWM, on 6 Mil Poly Vapor Barrier w/ 6" Min. Lap on 6" Deep Granular Pourous Subbase. Pitch to Garage Door to Drain. 6"2"8" 1/2" Expansion Joint 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York WALL SECTIONS & DETAILS A-401 2318LA LA LA JC 4/11/25SCALE:1 1/2" = 1'-0" TYPICAL WALL SECTIONA4SCALE:3/8" = 1'-0" PORTAL FRAME DETAILSA1 SCALE:1 1/2" = 1'-0" FOUNDATION DETAILD1 SCALE:1" = 1'-0" FDN DETAIL -GARAGED3 SUPPLY NOTE: Contractor to Reconfigure and/or Relocate Existing Sanitary and Domestic Water Supply as Needed to Connect to New Fixtures. 3" SAN SANITARY Bath Rm 206 Toilet Rm 105 WCLAV BS Bar Rm 107 To VTR 2" SAN3" SAN 2" SAN 1 1/4" SAN 2" SAN Connect to Existing Sanitary WCTUBLAV W 3" SAN3" SAN 2" SAN 1 1/4" SAN Laund Rm 203 PUMP 3" SAN Bath Rm 206 Toilet Rm 105 WCLAV BS Bar Rm 107 WCTUBLAV W Laund Rm 203 3/8" CW 3/8" HW 1/2" HW 1/2" CW 3/8" CW 3/8" HW 1/2" HW1/2" CW 3/8" CW 3/8" HW 1/2" HW1/2" CW 1/2" CW 1/2" HW TANKLESS WH 1/2" CW 1/2" HW 1/2" HW 1st FLOOR 2nd FLOOR Crawl Space 1st FLOOR 2nd FLOOR Crawl Space Connect to Existing CW " 4" Max Handrail 2x2 Balusters - turned or fluted 1x Shoe Rail for Balusters Nosing of Tread Provide Min. 36" Clear width at Stairways and Landings Oak Bullnose Treads Screwed and Glued Oak Risers (3) 2x12 Stringers 5/8" Type 'X' Gypsum Board under Stairs 6' -8" M i n . H e a d r o o m Minimum Requirements Baluster spacing (clear) 4" max. Clearance above Nosing 6'-8" Min. Landing Length & Width equal to Stair Width Landing Railing 42" above Landing Nosing 1 1/8" Rise 8" Maximum Stair Railing 30" to 34" above Nosing Tread 9" minimum Width of Stairs 36" minimum. SECTION STAIR DETAIL 3 Be t w e e n 2 ' -10 " & 3 ' -2" FINISH ABBREVIATIONS: CONC:Concrete CP:Carpet CT:Ceramic Tile GWB:Gypsum Wall Board FAC:Factory Finished FG:Fiberglass LVT:Luxury Vinyl Tile MR GWB:Moisture Resistant GWB or DuraRock PLY:Unfinished Plywood Subfloor PT:Paint ST:Stain WD:Wood 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 As indicated FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York DETAILS & SCHEDULES A-501 2318LA LA LA JC 4/11/25SCALE:3/8" = 1'-0" RISER DIAGRAMS SCALE:Not to Scale INTERIOR STAIR DETAILC5 A1 DOOR SCHEDULE NO.DOOR SIZE DOOR FRAME GLASS FIRE RATING REMARKSMAT FIN MAT FIN 001 2'-10" W x 6'-8" H x 1 3/4" TH MTL PT MTL PT INSULATED ACCESS DOOR 100 3'-0" W x 6'-8" H x 1 3/4" TH WD PT WD PT HALF 101 2'-6" W x 6'-8" H x 1 3/8" TH WD PT WD PT 102A 6'-0" W x 6'-8" H x 1 3/4" TH FG FAC WD PT FULL DOUBLE FRENCH DOORS 102B 6'-0" W x 6'-8" H x 1 3/4" TH FG FAC WD PT DOUBLE FRENCH DOORS 103A 3'-0" W x 6'-8" H x 1 3/4" TH FG FAC WD PT HALF 103B 16'-0" W x 7'-0" H x 1 3/4" TH FG FAC WD PT VISION PANEL 103C 3'-0" W x 6'-8" H x 1 3/8" TH WD FAC WD PT 20 MIN PROVIDE SELF-CLOSER 104 3'-0" W x 6'-8" H x 1 3/8" TH WD PT WD PT 105 2'-6" W x 6'-8" H x 1 3/8" TH WD PT WD PT 109 2'-6" W x 6'-8" H x 1 3/8" TH WD PT WD PT 110 3'-0" W x 6'-8" H x 1 3/4" TH FG FAC WD PT HALF 111 2'-6" W x 6'-8" H x 1 3/8" TH WD PT WD PT 201 2'-10" W x 6'-8" H x 1 3/8" TH WD PT WD PT 202 5'-0" W x 6'-8" H x 1 3/8" TH WD PT WD PT DOUBLE BIFOLD DOORS 203 3'-0" W x 6'-8" H x 1 3/8" TH WD PT WD PT BIFOLD DOOR 205 1'-6" W x 6'-8" H x 1 3/8" TH WD PT WD PT 206 2'-10" W x 6'-8" H x 1 3/8" TH WD PT WD PT 207 2'-10" W x 6'-8" H x 1 3/8" TH WD PT WD PT 208 5'-0" W x 6'-8" H x 1 3/8" TH WD PT WD PT DOUBLE BIFOLD DOORS WINDOW SCHEDULE TYPE SIZE MANUFACTURER MODEL MATERIAL FINISH GLAZING LIGHT VENT EGRESS COMMENTSWIDTH HEIGHT THICKNESS TYPE W1 3' - 5 3/8" 5' - 0 3/8" Marvin Windows and Doors CUDH3626 WD VINYL CLAD 1"LOW 'E' 12.2 SF 6.4 SF Yes W2 3' - 5 3/8" 5' - 0 3/8" Marvin Windows and Doors CUDH3626 WD VINYL CLAD 1"LOW 'E' 24.4 SF 12.8 SF Yes 2 UNITS MULLED TOGETHER W3 3' - 5 3/8" 5' - 0 3/8" Marvin Windows and Doors CUDH3626 WD VINYL CLAD 1"LOW 'E' 36.6 SF 19.2 SF Yes 3 UNITS MULLED TOGETHER W4 2' - 5 3/8" 4' - 0 3/8" Marvin Windows and Doors CUDH2420 WD VINYL CLAD 1"LOW 'E' 6.0 SF 3.3 SF No W5 1' - 8" 2' - 11 1/8" Marvin Windows and Doors CUCA2036 WD VINYL CLAD 1"LOW 'E' 7.0 SF 7.0 SF No 2 UNITS MULLED TOGETHER W6 4' - 8" 4' - 7 1/8" Marvin Windows and Doors 2W UCART2856 WD VINYL CLAD 1"LOW 'E' 17.2 SF 15.6 SF Yes W7 2' - 11 1/2" 1' - 5 1/2" Marvin Windows and Doors ESGL3016 FG FIBERGLASS 1"LOW 'E' 2.5 SF 1.4 SF No FINISH SCHEDULE NO.NAME FLOOR BASE WALL CEILING REMARKSMATLFINMATLFINMATLFINMATLFIN 101 OFFICE CP -EX -EX/GWB PT EX/GWB PT 102 BREEZEWAY LVT -WD PT GWB PT GWB PT 103 GARAGE CONC --PT GWB PT GWB (1) PT (1) Provide 5/8" Type 'X' GWB Ceiling. 104 HALL LVP -WD PT GWB PT GWB PT 105 TOIL LVP -WD PT GWB PT GWB PT Provide MR GWB on Wet Walls 106 RECREATION LVP -WD PT GWB PT GWB PT 107 BAR LVP -WD PT GWB PT GWB PT Provide MR GWB on Wet Walls 108 STAIR WD -WD PT GWB PT GWB PT 109 MECH LVP -WD PT GWB PT GWB PT 110 MUD LVT -WD PT GWB PT GWB PT 111 CL LVT -WD PT GWB PT GWB PT 201 BEDROOM 2 CP -WD PT GWB PT GWB PT 202 CL CP -WD PT GWB PT GWB PT 203 LAUND LVT -WD PT GWB PT GWB PT 204 HALL CP -WD PT GWB PT GWB PT 205 LIN CP -WD PT GWB PT GWB PT 206 BATH LVT -WD PT GWB PT GWB PT Provide MR GWB on Wet Walls 207 BEDROOM 3 CP -WD PT GWB PT GWB PT 208 CL CP -WD PT GWB PT GWB PT LIGHT AND VENTILATION REQUIREMENTS Number Name Area Required Light Actual Light Required Ventilation Actual Ventilation 101 OFFICE 150 SF 12.0 SF 12.2 SF 6.0 SF 6.4 SF 106 RECREATION 152 SF 12.2 SF 36.6 SF 6.1 SF 19.2 sf 107 BAR 78 SF 6.2 SF 7.0 SF 3.1 SF 7.0 SF 201 BEDROOM 2 223 SF 17.8 SF 17.2 SF* 8.9 SF 15.6 SF 207 BEDROOM 3 119 SF 9.5 SF 24.4 SF 4.8 SF 12.8 SF PROJECT REQUIREMENTS Permits: 1. Apply for, obtain, and pay for building permits and other permits required to perform the work. Intent: 1. Drawings and specifications are intended to provide the basis for proper completion of the Project suitable for the intended use of the Owner. 2. Items not expressley set forth, but are reasonably implied or necessary for the proper performance of the work, shall be included. Delegated Design: 1. The Contractor is responsible for the design of the systems listed below, including the preparation of any required drawings and specifications, engineering stamps, and coordination with the Construction Documents of this project: a. HVAC systems. b. Radiant floor heating. c. Plumbing and gas piping and distribution. d. Electrical, lighting, and security/alarm systems. e. NFPA 13D sprinkler system. Coordination: 1. Coordinate the work of all trades. 2. Verify location of utilities, and existing conditions. Verify location of and plumbing, electrical or hvac conditions that might impacty the work. Notify Architect of conditions differing from those indicated on the Drawings. 3. Verify dimensions on Drawings with dimensions at the Project. Do not scale Drawings. Cutting and Patching: 1. Provide cutting and patching work to properly complete the Project. 2. Do not remove or alter structural components without written approval. 3. Cut with tools appropriate for materials to be cut. 4. Patch with materials and methods to produce patch which is not visible from a distance of five feet. 5. Do not cut and patch in a manner that would result in a failure of the work to perform as intended, decrease fire performance, decrease acoustical performance, decrease energy performance, decrease operational life, or decrease safety factors. Quality Assurance: 1. Comply with applicable codes, regulations, ordinances and requirements of authorities having jurisdiction, including accessibility guidelines where applicable. Submit copies of inspection reports, notices and similar documents to Architect. 2. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. 3. Use experienced installers. Furnish evidence of experience if requested. 4. Deliver, handle, and store materials in strict accordance with manufacturer's instructions. 5. Use of any supplier or subcontractor is subject to Owner's approval. 6. Engage and pay for testing agencies as required. Refer to individual sections for additional requirements. Temporary Facilities: 1. Provide temporary facilities and connections as required for the proper completion of the project. 2. Owner will pay for utility service consumed. Do not waste. 3. Provide temporary protection for adjacent areas to prevent contamination by construction dust and debris. 4. Provide suitable waste disposal units and empty regularly. Do not permit accumulation of trash and waste materials. 5. Provide fire extinguishers in work areas during construction. 6. Provide temporary protection for adjacent construction. Promptly repair any damage at no additional cost to the Owner. Products and Substitutions: 1. Provide products and materials specified. Request Owner's selection of colors and accessories in sufficient time to avoid delaying progress of the work. 2. Submit requests for substitutions shall be in writing, including reasons. Submit sufficient information for Architect to evaluate proposed substitution. 3. Remove and replace work which does not conform to the contract documents at no additional expense to the Owner. Submittals and Shop Drawings: 1. Where required, provide shop drawings for the Architects review and approval prior to fabrication. 2. Submit for approval all submittals listed in individual sections with the following number of copies: Shop drawings, reviewed and annotated by the Contractor, 3 copies; product data, 3 copies; samples, 3 sets plus range samples where applicable; test reports, 3 copies; warranties, 3 copies; other submittals, 3 copies. 3. Include details of construction and adjacent construction in shop drawings. Clearly indicate any deviations from requirements of the contract documents. Fabricate materials from approved shop drawings only. 4. Submit copies of Manufacturer's warranties for all products to Architect and Owner. Installation: 1. Inspect substrates and report unsatisfactory conditions in writing. 2. Do not proceed until unsatisfactory conditions have been corrected. 3. Take field measurements prior to fabrication where practical. Form to required shapes and sizes with true edges, lines and angles. Provide inserts and templates as needed for work of other trades. 4. Install materials in exact accordance with manufacturer's instructions and approved submittals. 5. Install materials in proper relation with adjacent construction and with proper appearance. 6. Restore units damaged during installation. Replace units which cannot be restored at no additional expense to the Owner. 7. Refer to additional installation requirements and tolerances specified under individual specification sections. Closeout: 1. Prepare punchlist for remaining work for review by the Owner. 2. Complete punchlist items promptly at no additional expense. 3. Remove temporary facilities and provide final cleaning and touch-up. 4. Restore portions of building, site improvements, landscaping and other items damaged by construction operations to the satisfaction of the Owner at no additional expense to the Owner. SECTION 02300 -EARTHWORK Summary: 1. Provide excavation, filling, compaction, and grading for building, site improvements, and utilities. 2. Provide suitable materials for subbase, drainage fill, and backfill for slabs, pavements, and improvements. 3. Provide additional materials from offsite if required. 4. Provide removal and legal disposal of excavated materials. 5. Provide erosion control and control of runoff during earthwork operations. Products: 1. Subbase Material: Graded mixture of natural or crushed gravel, crushed stone or slag, and natural or crushed sand. 2. Drainage Fill: Washed, evenly graded mixture of crushed stone or gravel, with 100 percent passing a 1-1/2 inch sieve and not more than 5 percent passing a No. 200 sieve. 3. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation, and other unsuitable materials. Installation: 1. Provide compaction under structures, building slabs, steps, pavements, and walkways; 95 percent maximum density, ASTM D 698, standard Proctor. 2. Provide compaction under lawns or unpaved areas; 90 percent maximum density, ASTM D 698, standard Proctor. 3. Provide grading tolerance for lawns, unpaved areas, and walks of plus or minus 1 inch. 4. Provide grading tolerance for pavements of plus or minus 1/2 inch. 5. Provide grading tolerance for fill under building slabs of plus or minus 1/2 inch measured with 10 foot straightedge. SECTION 02743 -BITUMINOUS CONCRETE PAVING Products: 1. Asphalt-Aggregate Mixture: Plant-mixed, hot-laid asphalt-aggregate mixture, ASTM D 3515, complying with local DOT and DPW regulations. 2. Prime Coat: Cut-back asphalt, ASTM D 2027. 3. Tack Coat: Emulsified asphalt, ASTM D 977. Installation: 1. Provide construction tolerances as follows: a. Base Course Thickness: Within 1/2 inch. b. Surface Course Thickness: Within 1/4 inch. c. Base Course Surface Smoothness: Within 1/4 inch. d. Surface Course Surface Smoothness: Within 3/16 inch. SECTION 02711 -FOUNDATION DRAINAGE SYSTEMS Products: 1. Pipe and Fittings: a. Perforated, Polyvinyl Chloride (PVC) Sewer Pipe and Fittings: ASTM D 2729, bell-and-spigot ends, for loose joints. 2. Accessories: Pipe couplings, cleanouts, sleeves, and drainage conduits. SECTION 03300 -CAST-IN-PLACE CONCRETE Products: 1. Provide plant-mixed cast-in-place concrete. 2. Concrete Design Mixes, ASTM C 94, 28 Day Compressive Strength: a. Foundations, and Footings: 4000 psi. b. ICF Wall Concrete: 4000 psi. c. Slabs on Grade: 4000 psi. d. Exterior Site Concrete and Pads Exposed to Weather: 4000 psi. e. Formwork: Plywood formwork sufficient for structural and visual requirements. f. Metal, plastic or paper tubes for cylindrical columns and supports. 3. Reinforcing Materials: a. Reinforcing Bars: ASTM A 615, Grade 60, deformed. b. Steel Wire Fabric: ASTM A 497, welded, deformed. c. Fiber Reinforcement: Engineered polypropylene fibers for secondary reinforcement of slabs. 4. Concrete Materials: ASTM C 150, Type I, Portland cement; potable water. a. Normal weight aggregates, ASTM C 33. b. Fly Ash: ASTM C 618, Type F. c. Fiber Reinforcement: Polypropylene fibers for secondary reinforcement, ASTM C 1116, Type III. 5. Concrete Admixtures: Containing less than 0.1 percent chloride ions. a. Air-Entraining Admixture: ASTM C 260, for exterior exposed concrete and foundations exposed to freeze-thaw. b. Water-Reducing Admixture: ASTM C 494, Type A, for placement and workability. 6. Auxiliary Materials: a. Vapor Barrier: Premolded membrane, ASTM E 96, Method B, 0 vapor transmission rate. b. Water-Based Acrylic Membrane Curing Compound: ASTM C 309, Type 1, Class B. c. Bonding Compound: Polyvinyl acetate or acrylic base. d. Epoxy Adhesive: ASTM C 881, two-component material. Installation: 1. Comply with ASTM C 94, ACI 301, Specifications for structural Concrete for Buildings, ACI 318, Building Code Requirements for Reinforced Concrete, and CRSI Manual of Standard Practice. 2. Provide Concrete Finishes For Formed Surfaces: a. Surfaces Not Exposed To View: As-cast form finish. b. Surfaces Exposed To View: Smooth form. 3. Provide Concrete Finishes for Monolithic Slabs: a. Nonslip broom finish for exterior concrete platforms and steps. SECTION 05120 -STRUCTURAL STEEL Products: 1. Standards: AISC, Code of Standard Practice for Steel Buildings and Bridges, and applicable regulations. 2. Steel Materials: a. Structural Steel Shapes, Plates, and Bars: ASTM A 36. b. Steel Pipe: ASTM A 53, Type E or S, Grade B; or ASTM A 501. c. Anchor Bolts: ASTM A 307, nonheaded type. d. Unfinished Threaded Fasteners: ASTM A 307, Grade A. e. High-Strength Threaded Fasteners: ASTM A 325 or ASTM A 490, as applicable. 3. Auxiliary Materials: a. Structural Steel Primer Paint: SSPC -Paint 13. Installation: 1. Comply with AISC codes and specifications, erection tolerances and with AWS Structural Welding Code. SECTION 06100 -ROUGH CARPENTRY Submittals: 1. Submit product data, shop drawings for Architect’s approval of engineered wood products prior to ordering. Products: 1. Lumber Standards and Grade Stamps: PS 20, American Softwood Lumber Standard and inspection agency grade stamps. 2. Construction Panel Standards: PS 1, U.S. Product Standard for Construction and Industrial Plywood; APA PRP-108. 3. Wood Framing Standards: NFPA House Framing Manual. a. Exterior Wall Framing, 2x6: 2 inch by 6 inch nominal studs, 16 inches on center. b. Interior Wall Framing: 2 inch by 4 inch studs, 16 inches on center. 4. Preservative Treatment: AWPA C2 for lumber and AWPA C9 for plywood; waterborne pressure treatment. 5. Dimension Lumber: a. Light Framing: Stud, No. 2 or Standard grade. b. Structural Framing: No. 1 grade. c. Species: Spruce, Pine, Fir. d. Exposed Framing: Appearance grade. 6. Boards: a. Moisture Content: 19 percent. 7. Miscellaneous Lumber, Blocking and Nailers: a. Moisture Content: 19 percent. b. Grade: Standard grade light framing. 8. Engineered Wood Products: a. Laminated Veneer Lumber: Laminated wood veneers with exterior type adhesive; design stresses for use intended. b. Prefabricated Wood I Joists: Stress-graded lumber bonded to APA performance rated panel with exterior type adhesive; design stresses for use intended. c. Composite Joists and Headers: Laminated lumber veneers; design stresses for use intended. 9. Construction Panels: a. Sub-flooring: 7/8" Huber Advantech. b. Roof Sheathing: 5/8" Huber Zip System Roof Sheathing. c. Wall Sheathing: 1/2" Huber Zip System Wall Sheathing. 10. Auxiliary Materials: a. Felt Air Infiltration Barrier: Asphalt-saturated organic felt, ASTM D 226, Type I, No. 15 felt, unperforated. b. Polyethylene Air Infiltration Barrier: High density polyethylene. c. Sill Sealer Gaskets: Glass fiber strip resilient insulation. d. Framing Anchors and Fasteners: Non-corrosive, suitable for load and exposure. Installation: 1. Comply with NFPA Manual for House Framing, NFPA Recommended Nailing Schedule, and NFPA National Design Specifications for Wood Construction. 2. Comply with APA Design and Construction Guide, Residential and Commercial Construction. 3. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut. 4. Comply with manufacturer's requirements for treated materials. SECTION 06176 -METAL PLATE CONNECTED WOOD TRUSSES Submittals: 1. Submit product data, shop drawings for Architect’s approval prior to fabrication. 2. Shop drawings shall be stamped and sealed by a NYS licensed Professional Engineer. Products: 1. Standards: TPI, Design Specification for Metal Plate Connected Wood Trusses. 2. Wood Trusses: a. Lumber Standard: PS 20 American Softwood Lumber Standard. b. Species: Manufacturer's option. c. Moisture Content: 19 percent maximum. d. Grade for Members: No. 1 3. Connectors, Fasteners, and Metal Framing Anchors: a. Connectors, hot-dip galvanized steel sheet, ASTM A 446, Grade A; ASTM A 525, G60. b. Nails, Wire, Brads, and Staples: FS FF-N-105. c. Power Driven Fasteners: National Evaluation Report NER-272. d. Wood Screws: ANSI B18.6.1. e. Lag Bolts: ANSI B18.2.1. f. Bolts: ASTM A 307, Grade A; ASTM A 563. g. Metal Framing Anchors: Hot-dip galvanized steel sheet, ASTM A 446, Grade A; ASTM A 525, G60. SECTION 06401 -EXTERIOR ARCHITECTURAL WOODWORK Products: 1. AWI Standards: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards." 2. Exterior Standing and Running Trim and Rails, and Exterior Door Frames: a. Opaque Finish: PVC -Manufacturer’s Pre-finish Paint. 3. Auxiliary Materials: a. Nails: Stainless steel, aluminum or hot-dip galvanized siding nails. b. Screws and Anchors: Cortex. SECTION 06402 -INTERIOR ARCHITECTURAL WOODWORK Products: 1. AWI Standards: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards." 2. Interior Standing and Running Trim and Rails: a. Species for Opaque Finish: Any closed-grain hardwood. b. Grade: Economy. 3. Interior Wood Casework: a. Species for Opaque Finish: Closed grain hardwood. b. Grade: Premium. c. Face Style: Flush overlay. d. Fabrication: Face frame. e. Frame Fabrication: Frameless. 4. Solid Surfacing Material Countertops and Trim (for Bathrooms): a. Type: Synthetic countertops. b. Grade: Premium. c. Special Fabrication: Integral bowls. 5. Stone Countertops and Trim (for Kitchen): a. Quartz. 6. Stairwork and Rails: a. Species for Transparent Finish: Rift sawn red oak. b. Grade: Premium. 7. Interior Frames and Framed Openings: a. Species for Opaque Finish: Any closed-grain hardwood. b. Grade: Economy. 8. Auxiliary Materials: a. Screws: FS FF-S-111, countersunk. b. Nails: FS FF-N-105, countersunk. c. Anchors: Type required for secure anchorage. Installation: 1. Backprime work before installation. 2. Provide trim for scribing and site cutting. 3. Install work plumb, level and in proper alignment. 4. Provide work free from tool marks and blemishes. 5. Securely fasten to substrates. 6. Install in lengths to minimize joints and seams. 7. Color match wood for transparent finish at joints for uniform appearance. 8. Touch-up damaged or abraded finishes. SECTION 07111 -BITUMINOUS DAMPPROOFING Summary: 1. Provide Bituminous Dampproofing: a. Exterior surfaces of foundation walls. Products: 1. 1.Cold-Applied Asphalt Emulsion Dampproofing: a. Spray grade, ASTM D 1227, Type III or IV. b. Protection Course: Compatible with dampproofing. SECTION 07210 -BUILDING INSULATION Products: 1. Blanket/Batt Insulation: a. Glass fiber or mineral slag fiber, ASTM C 665, Type III (foil-scrim-kraft vapor-retarder membrane). 2. Spray Foam Insulation a. Demilec Sealection 500 Open Cell Insulation –R3.81/in. 3. Accessories: a. Adhesives and mechanical anchors. b. Crack sealers and tapes. Installation: 1. Install insulation and vapor barriers with continuous coverage to provide optimum performance. SECTION 07310 -ROOF SHINGLES Products: 1. Products: As selected by Architect complying with the following. 2. Shingles: a. Manufacturer: GAF Roofing -Timberline Series or better. b. Staggered-butt-edge, fiberglass strip shingles with tabs. c. Accessories: Hip and ridge shingles; felt, ASTM D 226; rubberized asphalt perimeter underlayment; metal flashing and drip edge. 3. Fasteners: Non-corrosive and non-staining. Installation: 1. Comply with NRCA Steep Roofing Manual. 2. Coordinate shingle installation with flashings and metal accessories to shed water properly. SECTION 07460 -SIDING Products: 1. Products: As selected by Architect complying with the following. 2. Fiber Cement Siding: a. Manufacturer: James Hardi b. Type: Wood textured pre-finished to match existing siding color. c. Style: Artisan Shiplap edge siding. d. Texture: Rough. e. Finish: Factory Finished. 3. Siding Auxiliary Materials: a. Felt Underlayment: Asphalt saturated organic felt, unperforated, ASTM D 226, Type 1, No. 15. b. Fasteners: Stainless steel, non-corrosive aluminum or hot-dip galvanized siding nails. c. Horizontal Joint Flashing for Panel Siding: Preformed galvanized steel or aluminum. 4. Siding Accessories: a. Ventilating soffit panels. b. PVC trim. c. PVC Door and window casings. Installation: 1. Coordinate siding installation with flashings to shed water properly. 2. Install work plumb, level and in proper alignment. 3. Provide work free from tool marks and blemishes. 4. Securely fasten to substrates. Install in lengths to minimize joints and seams. SECTION 07600 -FLASHING AND SHEET METAL Products: 1. Sheet Metal Flashing and Trim: a. Zinc-Coated Steel: ASTM A 526, G90 hot-dip galvanized, 20 gage (.0359 inch). b. Extruded Aluminum: 6063-T52, clear anodized, 0.080 inches for primary legs of extrusion. 2. Flexible Sheet Membrane Flashing: Nonreinforced flexible black elastic sheet, 50 to 65 mils thick, EPDM synthetic rubber sheet. 3. Fabricated Units: Compliance with SMACNA Architectural Sheet Metal Manual. 4. Ridge Vents: Baffled aluminum ridge vent, suitable for direct application of shingles. 5. Soffit Vents: Continuous aluminum strip vents. 6. Auxiliary Materials: a. Solder compatible with metal. b. Bituminous isolation coating. c. Mastic and elastomeric sealants. d. Epoxy seam sealer. e. Rosin-sized building paper slip sheet. f. Polyethylene underlayment. g. Reglets and metal accessories. h. Gutter and conductor head guards. i. Asphaltic roofing cement. Installation: 1. Install flashing and sheet metal with provision for expansion and contraction. 2. Install flashing and sheet metal to shed water properly. 3. Install gutters and downspouts to drain water properly. 4. Isolate dissimilar metals with bituminous coating. SECTION 07610 -SHEET METAL ROOFING Products: 1. Aluminum Standing Seam Snaplock System: a. Manufacturer: Englert or equal. b. Model: Series A1100 c. Type: 24 Gauge baked on finish over Galvalume ASTM A-792-83, AZ50, 50 KSI yield point, 52 KSI tensile strength d. Color: Permacolor 3500 Charcoal Gray. e. Finish: Kynar 500/Hylar 5000 Fluoropolymer. 2. Auxiliary Materials: a. Ice & Water Shield. b. Asphalt saturated organic felt underlayment. Installation: 1. Install sheet metal roofing with provision for expansion and contraction. 2. Install sheet metal roofing to shed water properly. 3. Isolate dissimilar metals with bituminous coating. SECTION 07900 -JOINT SEALERS Products: 1. Urethane Elastomeric Joint Sealants: a. Nonsag Type and Application: One-part nonsag urethane sealant, ASTM C 920, for vertical and horizontal joints, exterior and interior use. b. Pourable Type and Application: One-part pourable urethane sealant, ASTM C 920, for horizontal joints, exterior and interior use. 2. Silicone Elastomeric Joint Sealants: a. Type and Application: One-part nonacid-curing silicone sealant, ASTM C 920, for vertical and horizontal joints, modulus as required for application, exterior and interior use. b. Type and Application: One-part mildew-resistant silicone sealant, ASTM C 920, for sanitary applications, interior use. 3. Auxiliary Materials: a. Plastic foam joint fillers. b. Elastomeric tubing backer rods. c. Bond breaker tape. Installation: 1. Test sealant adhesion for each substrate required. 2. Install in proper relation with adjacent work. 3. Clean adjacent surfaces soiled with sealant immediately. SECTION 08110 -FIBERGLASS DOORS AND FRAMES Products: 1. Standards: a. ASTM E 283 –Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Difference Across the Specimen. b. ASTM E 330 –Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference. c. ASTM E 331 –Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference. 2. Fiberglass Entry Doors: Standard seamless fiberglass doors with hollow or composite construction. a. Exterior Doors: 3/32”minimum thickness fiberglass reinforced thermoset composite, textured to duplicate hand-crafted hardwood master surface. Door edges are machinable kiln-dried hardwood, flush and square with door faces, lock edge reinforced with full-length integrated 3-1/2-inch-wide engineered lumber core. Door bottom edge is moisture-and decay-resistant composite. Core is foamed in-place polyurethane, with a minimum density of 1.9 pcf. b. Finish: Factory finished. SECTION 08212 -STILE AND RAIL WOOD DOORS Products: 1. NWWDA Quality Standards for Stile and Rail Doors: NWWDA I.S. 6. 2. AWI Quality Standards for Custom Stile and Rail Wood Doors: AWI Architectural Quality Standards. 3. Interior Stock Stile and Rail Doors: a. Quality Standard: NWWDA I.S. 6. b. Thickness: 1-3/8 inch thick. c. Design Group: Interior panel type. d. Design Group: Bifold type. e. Panel Configuration: Flat. f. Transparent Finish: Transparent finish on plain sawn/sliced pine faces. 4. Finish: a. Transparent Factory Finish: Transparent factory finish, catalyzed lacquer. Installation: 1. Comply with NWMA IS-1 and AWI Quality Standards. 2. Prefit doors to frames, premachine doors for hardware, and factory bevel. 3. Install with not more than 1/8 inch clearance at top and sides, 1/4 inch at bottom unless undercut is required. SECTION 08361 -SECTIONAL OVERHEAD DOORS Products: 1. Sectional Overhead Doors: a. Aluminum Frame and Panels: Aluminum frame and fiberglass panels. b. Panel Profile: Flat. c. Track Type: Standard d. Operation: Electric. e. Aluminum Finish: Clear anodized. 2. Auxiliary Materials: Guides, brackets, lifting handles and locking bars, vision panels, automatic reversing control for bottom bar for electric sectional overhead doors, lock. SECTION 08550 -WOOD WINDOWS Products: 1. Wood Windows: a. Window Type: Wood w/ Vinyl Cladding. b. Window Operation: Double Hung, Casement, Fixed. c. Manufacturer: Andersen Corporation 400 Series. d. Window Grade, NWWDA I.S. 2: Grade 20, residential e. Glazing: Insulating glass: 1. 1 inch thick. f. Glazing Color: Clear g. Glazing Pattern: Single pane per sash with snap-on trim. h. Vinyl: PVC, ASTM D 1784. i. Anchors, Clips, and Window Accessories: Aluminum, nonmagnetic stainless steel, or galvanized steel. 2. Auxiliary Materials: Operating hardware, insect screening. SECTION 09260 -GYPSUM BOARD ASSEMBLIES Products: 1. Gypsum Board: a. Gypsum Wallboard: ASTM C 36, regular, foil-backed, and fire-rated types: 1. 1/2 inch typical thickness. b. Water-Resistant Gypsum Backing Board: ASTM C 630, regular and fire-rated types,: 1. 1/2 inch typical thickness. 2. Cementitious Backer Units: a. Type: ANSI A 118.9, cement-coated Portland cement panels. b. Thickness: 1/2 inch nominal. 3. Trim Accessories: a. Material: Metal or plastic. b. Types: Cornerbead, edge trim, and control joints. 4. Auxiliary Materials: a. Gypsum board screws, ASTM C 1002. b. Fastening adhesive. Installation: 1. Comply with standards referenced above and ASTM C 840 and GA 216. 2. Install joints only over framing members. Do not allow butt-to-butt joints. 3. Provide blocking for items such as railings, casework, toilet accessories, and similar items. 4. Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces. 5. Where new partitions meet existing construction, remove existing cornerbeads to provide smooth transition. 6. Provide 3-coat joint treatment such that, after finishing, joints are not visible. a. Sand and leave ready for finish painting and wall treatment SECTION 09910 -PAINTING Products: 1. Products: As selected by Owner complying with the following. 2. Regulations: Compliance with VOC and environmental regulations. 3. First-line commercial-quality products for all coating systems. Installation: 1. Provide field-applied mock-ups of each color and finish selected on actual surfaces to be painted. 2. Test sample area for adhesion for each type of paint. 3. Remove cover plates and protect hardware and adjacent surfaces. 4. Sand before painting until smooth and flat and sand between coats. 5. Apply paint to achieve manufacturer's recommended dry film thicknesses. 6. Paint entire surface where patch painting is required. 7. Recoat areas which show bleed-through or defects. 8. Clean paint spatter from adjacent surfaces and glass. 9. Touch-up damaged surfaces at completion of construction. Schedule: 1. Provide paint systems complying with the following schedule. 2. Gypsum Drywall Walls: a. Gloss: Eggshell b. System: 1 coat latex primer, 2 coats latex finish 3. Gypsum Drywall Walls and Ceilings in Bathrooms, Kitchens and Wet Areas: a. Gloss: Semi b. System: 1 coat latex primer, 2 coats latex finish 4. Gypsum Drywall Ceilings: a. Gloss: Semi b. System: 1 coat latex primer, 2 coats latex finish 5. Wood for Painted Finish: a. Gloss: High b. System: 1 coat interior alkyd enamel undercoat, 2 coats latex enamel SECTION 10300 -FIREPLACES Products: 1. Products: As selected by Owner complying with the following. 2. Prefabricated Fireplaces: a. Fuel: Natural Gas. 3. Fireplace Trim and Accessories: a. Facing & Hearth: Slate. b. Mantel: Wood. 4. Chimney Flue: Insulated, double wall stainless steel. 5. Chimney Cap: Cage. SECTION 13900 -FIRE PROTECTION Summary: 1. Provide fire protection systems for the following: a. Sprinkler system. b. Fire and smoke detection system. c. Fire Alarm System. 2. Provide concealed flush-mounted heads at ceilings. 3. Coordinate with Owner's room uses to provide adequate system for all contract areas. 4. Coordinate location of fire protection systems to avoid interference with location of designated lighting fixture locations. 5. Do not cut structural elements without prior written approval. Submittals: 1. Submit product data, warranties, operating and maintenance data. 2. Submit signed and sealed shop drawings for review and as required for building permit. 3. Provide As-Built drawings as required for Certificate of Occupancy. Products: 1. Provide new materials suitable for service intended complying with approved submittals. 2. Sprinkler Heads: Recessed type. 3. Fire Alarm System: Integrated with fire detection, smoke detection, and sprinkler systems. Installation: 1. Comply with requirements of Section 01000 -Project Requirements. 2. Comply with applicable codes, regulations, ordinances and requirements of authorities having jurisdiction, and NFPA 13D, 26, 70 and 96 as applicable. 3. Conceal piping to the greatest extent practical. 4. Maintain indicated fire ratings of walls, partitions, ceilings, and floors at penetrations. Seal with firestopping to maintain fire rating. 5. Test all systems for proper operation, including backup and alarm systems.. 6. Instruct Owner's personnel in proper operation of systems. SECTION 15400 -PLUMBING Summary: 1. Provide Navien gas tankless domestic hot water heater. 2. Provide plumbing, waste, and vent systems for the following: a. Toilets and bathrooms. b. Kitchens. c. Laundries. 3. Provide water supply and distribution system sized for domestic and irrigation systems. 4. Provide natural gas distribution system piping, specialties, and accessories. 5. Provide sewerage and drainage systems, specialties, and accessories. 6. Coordinate with Owner's room uses to provide adequate system for all contract areas. 7. Do not cut structural elements without prior written approval. Products: 1. Provide new materials suitable for service intended complying with approved submittals. Provide accessory materials such as hangers and pipe insulation. Provide fixtures complying with water consumption requirements and accessibility requirements. Installation: 1. Comply with applicable codes, regulations, ordinances, and requirements of authorities having jurisdiction. Vent all fixtures. 2. Conceal piping to the greatest extent practical. 3. Test all systems for proper operation. SECTION 15500 -HEATING, VENTILATING, AND AIR CONDITIONING Summary: 1. Provide gas furnace and air conditioning with new 3-zone residential system. A. Zone 1 -First Floor Living Spaces and Basement. B. Zone 2 -Second Floor. C. Zone 3 -Attic. 2. Provide remote duct zone dampers as required. 3. Provide equipment, systems, and controls for heating, ventilation, and central air conditioning. 4. Coordinate with Owner's room uses to provide adequate system for all contract areas. 5. Coordinate location of thermostats and controls with Owner’s requirements. 6. Coordinate location of ductwork to avoid interference with location of designated lighting fixture locations. 7. Do not cut structural elements without prior written approval. Design Conditions: 1. Systems: Heating and cooling. 2. Utility Service: Gas. 3. System Type: Hot air ducted. 4. Provide systems designed to ASHRAE weather data using mean coincident wet-bulb climatic conditions and the following: a. Winter Dry Bulb: 99 percent. b. Summer Dry Bulb: 1 percent. Installation: 1. Comply with applicable codes, regulations, ordinances, and requirements of authorities having jurisdiction and SMACNA recommendations. 2. Insulate piping and ductwork. Provide vapor barrier on insulated piping operating below 60 degrees F. 3. Test and balance all systems for proper operation. SECTION 16000 -ELECTRICAL Summary: 1. Provide electrical systems for the following: a. Power, Lighting, interior and exterior. 2. Coordinate with Owner's room uses to provide adequate system for all contract areas. 3. Coordinate location of ductwork to avoid interference with location of designated lighting fixture locations. 4. Do not cut structural elements without prior written approval. Products: 1. Provide new materials suitable for service intended complying with approved submittals. Provide accessories such as controls, cover plates, and connections to equipment. Finish as selected by Owner. Installation: 1. Comply with applicable codes, regulations, ordinances, and requirements of authorities having jurisdiction and National Electrical Code. 2. Provide core drilling as required for new work. 3. Conceal conduit to the greatest extent practical. 4. Install light switches at uniform height above finished floor. Locate switches within rooms at strike side of door unless noted otherwise. 5. Install thermostats centered above light switches where applicable. 6. Gang-mount multiple switching locations. Mount multiple types of controls as close together as possible and in line with each other at uniform height above finished floor unless noted otherwise. 7. Group multiple junction boxes and electrical outlets together on walls. Avoid back-to-back box locations. 8. Test all systems for proper operation. 9. Label circuits in electrical panels. 6 D C B A 3 54321 654321 REVISIONS: Architects, P.C. Designed By: CHARETTE ASSOCIATES Notice: The drawings, plans, specifications and designs contained herein are and shall remain the exclusive property of Charette Associates Architects, P.C., and cannot be altered, copied, duplicated or used directly or indirectly in whole or in part except with the express written permission of Charette Associates Architects, P.C. Copyright 2025 PROJECT DESIGNED DRAWN DRAWING TITLE SEAL CHECKED APPROVED DATE PROJECT NO. SCALE DRAWING NO. Gansevoort, New York Phone (518) 265-2628 Fax (518) 581-0530 12" = 1'-0" FACADE MODIFICATIONS & GARAGE ADDITION 110 Adams Street Saratoga Springs, New York MATERIAL SPECIFICATIONS A-801 2318LA LA LA JC 4/11/25