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Home My WebLink About20250366 134 Crescent St Area Variance Revised Plans134 CRESCENT STREET SARATOGA SPRINGS, NY CLIENT: JOHN AND LINDA FAMOSI 134 CRESENT STREET SARATOGA SPRINGS, NY 12801 TELE: 518.260.6538 SHEET LIST: SHEET LIST. SHEET# SHEET NAME A000 COVER SHEET A001 GENERAL NOTES C100 SITE PLAN A100 FLOOR PLANS A200 ELEVATIONS A300 BUILDING SECTIONS A500 STAIR DETAILS ARCHITECT; AJA ARCHITECTURE AND PLANNING 9 BROAD STREET GLENS FALLS, NY 12801 CONTACT: ANDREW ALLISON TELE: 518.792.1651 0000— au ; 1 ° r MAIN _ HOUSE US ATTACHED WA AY ` GARAGE}" /2ND FLOOR'ABOVt, • . �` ~� •,t _ ,yip`. ..�,`w�'r•, � n- �rr.:' t•1 PROGRESS SET 06/03/2025 • THIS SET OF DRAWINGS HAVE BEEN PRODUCE TO REFLECT UPDATES FOR AN EXISTING GARAGE STRUCTURE AT 134 CRESCENT STREET. • AJA ARCHITECTURE AND PLANNING DID NOT ORIGINALLY DESIGN THIS BUIILDING. THIS STRUCTURE IS EXISTING. THIS BUILDING WAS BUILT IN 1993. • THIS SET OF DRAWINGS IS PART OF THE CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE PROJECT REFERENCED ABOVE. THE SPECIFICATIONS LISTED ON THE COVER SHEET AND THE CONTRACTORS CONTRACT WITH THE OWNER CONSTITUTE THE REMAINDER OF THE CONTRACT DOCUMENTS. THE CONTRACTOR MUST READ AND FOLLOW THE DRAWINGS AND THE SPECIFICATIONS FOR THE MANAGEMENT AND CONSTRUCTION OF THE PROJECT. • THE CONTRACTOR IS REQUIRED TO FOLLOW SPECIFICATIONS PROVIDED BY OWNER. OWNER SUPPLIED SPECIFICATIONS TO BE REVIEWED BY THE ARCHITECT. • THE GENERAL NOTES PAGE OF THE DRAWING SET OUTLINES SPECIFIC MEETINGS, SITE VISITS, MOCKUP REQUIREMENTS AND SUBMITTAL REQUIREMENTS. THE CONTRACTOR IS EXPECTED TO READ THROUGH THOSE REQUIREMENTS AND MANAGE THE WORK ACCORDINGLY. • ANY DISCREPANCIES FROM THE DRAWINGS OR SPECIFICATIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. architecture planning ARCHITECT: AJA Architecture and Planning 9 Broad Street .. Falls NY, 12801 518.792.1651 Verily all dimensions belore the commencement of work Report to the comuhant any discrepancy found. i gtEPEDgRc ti P6W J.4r.-H,. F 0291� o Of t:c t� OC w I— 0 rrr^^ w VJ z z J w� z wW z v0 =-U O c� '7 ' — Date: 06/03/2025 Scale: Drawn: PK Checked: AJA Project No: 22114 A000 Revision No. ABBREVIATIONS ARCHITECTURAL MATERIALS CONTRACTOR'S GENERAL CONDITIONS NOTES SITE INSPECTIONS - SEE SPECIFICATION SECTION & AND ) AT N A/C AIR CONDITIONING NIC ACT ACOUSTIC TILE NOM ADA AMERICANS WITH DISABILITIES ACT NRC AFF ABOVE FINISHED FLOOR NTS ALT ALTERNATE ALUM ALUMINUM OC APPROX APPROXIMATE OD ARCH ARCHITECT(URAL) OH AUTO AUTOMATIC OPH OPP BLDG BUILDING BLKG BLOCKING PCF BM BEAM PERF BOT BOTTOM PLAM BRG BEARING PLAS PLF CAB CABINET POL CB CATCH BASIN PORC CT CERAMICTILE PROP CG CORNER GUARD CJ CONTROLJOINT PSF CLG CEILING PSI CLR CLEAR PT CM CONSTRUCTION MANAGER PTO CMU CONCRETE MASONRY UNIT PVC CO CLEAN OUT PLY COL COLUMN CONIC CONCRETE OT CONST CONSTRUCTION CONT CONTINUOUS R CPT CARPET RA CTR CENTER RCP CW COLD WATER RD REC DEM DEMOLISH REF DIET DETAIL REINF OF DRINKING FOUNTAIN REM DH DOUBLE HUNG RESIL DIM DIMENSION RET DST DSTANCE REV DIV DIVISION RH DS DOWNSPOUT RM DWG DRAWING RO E EAST (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR EMER EMERGENCY EP ELECTRICAL PANEL EQ EQUAL EQP EQUIPMENT EXIST EXISTING EXP EXPOSED EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FNISH FLOOR FFE FNISH FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FNISHED FUR FLOOR FND FOUNDATION FOS FACE OF STUD FIRFRAME FS FULL SIZE FTG FOOTING FUR FURRED FUT FUTURE GA GAUGE GALV GALVANIZED GB GRABBAR GC GENERAL CONTRACTOR GL GLASS GWB GYPSUM BOARD HB HOSE BIB HC HOLLOW CORE HM HOLLOW METAL HOR HORIZONTAL HT HEIGHT HVAC HEAT / VENT. / AIR COND. HW HOT WATER HWH HOT WATER HEATER ID INSIDE DIAMETER N NCHES INSUL INSULATE INT NTERIOR INV INVERT JB JUNCTION BOX JT JOINT LAM LAMINATE LAV LAVATORY LH LEFTHAND LVT LUXURYVINYLTILE MAS MASONRY MAX MAXIMUM MECH MECHANICAL MED MEDIUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL MULL MULUON ROW RWC RWL S SCD SCH SO BED SF SHELV SHT SIM SMD SPD SPEC SPK SQ SS SSO STD STOR STIR SUSP BY SYM SYS T T&G TEL THK TPTN TOS TV TOW TYP UNO Val VERT VR VCT VWC W W/ WB WC WD WH WO WWF NEW NORTH NOT IN CONTRACT NOMINAL NOISE REDUCTION COEFFICIENT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPPOSITE HAND OPPOSITE POUNDS PER CUBIC FOOT PERFORATE PLASTIC LAMINATE PLASTER POUNDS PER LINEAL FOOT POLISHED PORCELAIN PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PAINTED POLYVINYLCHLORIDE PLYWOOD QUARRY TILE RISER RETURN AIR REFLECTED CEILING PLAN ROOD DRAIN RECESS REFRIGERATOR REINFORCE REMOVE RESILIENT RETURN REVISION RIGHT HAND ROOM ROUGH OPENING RIGHT OF WAY RAINWATER CONDUCTOR RAINWATER LEADER SOUTH SEE CIVIL DRAWINGS SCHEDULE STORM DRAIN SEE ELECTRICAL DRAWINGS SQUARE FEET SHELVING SHEET SIMILAR SEE MECHANICAL DRAWINGS SEE PLUMBING DRAWINGS SPECIFICATION SPEAKER SQUARE STAINLESS STEEL SEE STRUCTURAL DRAWINGS STANDARD STORAGE STRUCTURAL SUSPENDED SQUAREYARD SYMMETRICAL SYSTEM TREAD TONGUE AND GROOVE TELEPHONE THICK TOILET PARTITION TOP OF STEEL TELEVISION TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VINYL BASE VERTICAL VAPOR RETARDER VINYL COMPOSITION TILE VINYL WALL COVERING WEST WITH WOOD BASE WATER CLOSET WOOD WALL HUNG WITHOUT WELDED WIRE FABRIC BCD SEE CIVIL DRAWINGS SED SEE ELECTRICAL DRAWINGS SMD SEE MECHANICAL DRAWINGS SPD SEE PLUMBING DRAWINGS SSD SEE STRUCTURAL DRAWINGS ® WOOD, CONTINUOUS I� WOOD, BLOCKING OR SHIM ® WOOD, FINISHED ® METAL GLASS, ELEVATION BRICK CMU CONCRETE WATERPROOF MEMBRANE, VAPOR BARRIER, ETC. ® RIGID INSULATION, BOARD EARTH, UNDISTURBED EARTH, COMPACTED GYPSUM BOARD IN ELEVATION AND REFLECTED CEILING I SAND/GROUT AND CEMENT PLASTER IN ELEVATION AND REFLECTED CLG. CEMENT PLASTER ON METAL LATH GYPSUM BOARD PLYWOOD A.C. TILE iJY.X.1l-7i.X BATT INSULATION • �hl'w GRAVEL OR ROCK SPRAY FOAM INSULATION STONE F — —1 EXISTING - DEMO L — — J EXISTING WALLS NEW WALLS SYMBOLS KEY �L CENTERLINE NORTH ARROW Z REVISION TAG se'��• ROOM TAG 11 CEILINGTAG <3> WALLTAG tt WINDOW TAG 101 DOOR TAG 1i LIGHTING/PLUMBING TAG SPOT ELEVATION NameElevation LEVEL 1 SIM A101 SECTION OGRID LINE Ref 1 1 A701 1 ELEVATION MARKER 1 Ref SIM 1 A101 F 7 L — I CALLOUT BUBBLE 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNMENT CODES, RULES AND REGULATIONS INCLUDING BUT NOT LIMITED TO THE'CODES, RULES AND REGULATIONS OF NEW YORK STATE','NEW YORK STATE ENERGY CONSERVATION CODE', OSHA ANSI AND NFPA 2. THE CONTRACTOR IS TO HAVE FULL SIZED PRINTS IN THE FIELD AT ALL TIMES. 3. THE CONTRACTOR SHALL PROVIDE ONE SET OF MARKED UP AS BUILT PLANS TO ARCHITECT / ENGINEERS SHOWING DEVIATIONS FROM THESE PLANS AT THE COMPLETION OF THE PROJECT. 4. THE CONTRACTOR TO COMMENCE WORK IMMEDIATELY UPON AWARD OF THE CONTRACT AND PROCEED DILIGENTLY AND CONTINUOUSLY TO COMPLETION. 5. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICES. 6. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES AND ORDINANCES AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF WORK. 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 8. THE CONTRACTOR IS TO FOLLOW MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS FOR INSTALLATION OF ALL MATERIALS IN ORDER TO MEET ANY WARRANTY REQUIREMENTS. 9. THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITY SERVICE WITHOUT AUTHORIZATION FROM THE OWNER. PROVIDE TEMPORARY SERVICE DURING INTERRUPTIONS UNLESS OTHERWISE DIRECTED BY THE CLIENT OR OWNER'S REPRESENTATIVE, 10. ALL ITEMS OR MATERIALS WHICH ARE NOT SPECIFICALLY REFERRED TO ON THESE DRAWINGS ARE TO BE SELECTED BYTHE ARCHITECT FROM THE MANUFACTURER'S STANDARD SAMPLES SHOWING FULL RANGE OF TEXTURES AND COLORS AVAILABLE. SUBMIT THESE APPROPRIATE DOCUMENTS & SAMPLES TO THE ARCHITECT VIA THE SUBMITTAL PROCESS OUTLINED IN THE SPECIFICATIONS BOOKLET. 11. THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONCERNS. 12, DRAWINGS ARE NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES. INDICATED DIMENSIONS ARE TO THE CENTERLINE OF STEEL FACE OF STUDS AT NEW GYPSUM BOARD PARTITIONS, FACE OF EXISTING WALL OR FACE OF CMU. IF DIMENSION IS MARKED AS "CLEAR' IT IS FROM FACE OF FINISH TO FACE OF FINISH. 13. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE, WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT. 14. CONTRACTOR SHALL FIRST REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE SPECIFIED PRODUCTS AND THEN SUBMIT TO THE ARCHITECT. SUBMISSION TO THE ARCHITECT INDICATES THAT THE CONTRACTOR HAS FINISHED THEIR REVIEW AND HAS DEEMED THE SUBMITTAL COMPLETE AND READY. 15. CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING QUANTITIES AND TAKE OFFS. THE ARCHITECT'S REVIEW IS NOT TO DETERMINE QUANTITIES. 16. CONTRACTOR SHALL SUBMIT SUBMITTALS AND SHOP DRAWINGS IN A TIMELY MANNER. THE ARCHITECT HAS UP TO SEVEN (7) WORKING DAYS TO REVIEW AND RESPOND. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SUBMITTING WITH ENOUGH TIME TO ALLOW FOR THE REVIEW AND ANY POSSIBLE RESUBMISSION IN THE EVENT THE SUBMITTAL IS NOT REVIEWED. PROJECT MEETINGS - SEE SPECIFICATION SECTION 013100 THE ARCHITECT WILL COORDINATE WITH CONTRACTOR AND CLIENT TO SCHEDULE WEEKLY OR BI-WEEKLY CALL -IN MEETINGS THESE MEETINGS SHOULD BE BETWEEN THE CLIENT, CONTRACTOR, ARCHITECT, AND ANY SUB -CONSULTANTS THAT MAY BE NEEDED, DEPENDING ON WHAT IS GOING ON AT THE PROJECT SITE. THE CONTRACTOR IS REQUIRED TO ATTEND THESE MEETINGS TO ADDRESS ANY OPEN ITEMS DURING CONSTRUCTION SO THAT ISSUES CAN BE RESOLVED IN A TIMELY MANNER. DURING THESE MEETINGS WE WILL REVIEW THE FOLLOWING ITEMS: • CONTRACTOR'S UPDATE ON SCHEDULE • CONTRACTOR'S TWO -WEEK SCHEDULE LOOK -AHEAD TO IDENTIFY CRITICAL ITEMS IN THE WORKFLOW • OPEN ITEMS FOR DISCUSSION • NEW ITEMS FOR DISCUSSION • OUTSTANDING DESIGN ITEMS PRE -CONSTRUCTION MEETINGS - SEE SPECIFICATION SECTION CONTRACTOR IS REQUIRED TO SCHEDULE AND ATTEND THE FOLLOWING PRE -CONSTRUCTION MEETINGS WITH THE APPROPRIATE SUB -CONTRACTOR NO LESS THAN 15 DAYS BEFORE THE START OF THE TRADE. THE PURPOSE OF THE MEETINGS IS TO REVIEW THE SCOPE OF WORK AND ADDRESS CONTRACTOR QUESTIONS BEFORE THEY START IN THE FIELD. MEETINGS WILL BE HELD AT AJA OFFICES, EXCEPT FOR THE PRE -CONSTRUCTION MEETING. • PRE -EXCAVATION MEETING: THE CONTRACTOR SHALL HAVE A SURVEYOR STAKE OUT THE BUILDING CORNERS ON THE SITE AND ESTABLISH A BENCHMARK FOR THE FIRST -FLOOR FINISH ELEVATION. THE OWNER AND ARCHITECT SHOULD BE NOTIFIED TO REVIEW STAKEOUT WITH THE CONTRACTOR ON SITE. CONCRETE MASONRY FRAMING • INSULATION SIDING • HVAC INSTALLATION MOCK-UP REQUIREMENTS CONTRACTOR SHALL CONSTRUCT THE FOLLOWING MOCK-UPS FOR REVIEW AND APPROVAL CONTRACTOR TO NOTIFY ARCHITECT WHEN MOCK-UPS ARE READY TO BE REVIEWED ON SITE. ONCE MOCK-UPS ARE APPROVED CONTRACTOR MAY PROCEED WITH REMAINING WORK. 1. SIDING AND EXTERIOR FINISHES: CONTRACTOR TO BUILD A MOCK-UP THAT SHOWS STONE AND STONE CAP INSTALLATION WITH ALL FLASHINGS. MOCK-UP SHOULD INCLUDE SIDING AND TRIM ABOVE STONE AND INCLUDE A CORNER TO SHOW CORNER BOARDS OR OTHER EXTERIOR FINISH TRANSITIONS. MOCK-UP CAN BE DONE AS WORK TO REMAIN IN PLACE. 2. FASCIA AND SOFFIT: CONTRACTOR TO MOCK, ON THE GROUND, SAMPLE SHOWING THE FASCIA, SOFFIT, AND DRIP EDGE INSTALLATION. MOCK-UP SHOULD BE TO SCALE AND SHOULD SHOW ENOUGH TO REPRESENT THE DRIP EDGE, FASCIA MATERIAL SOFFIT MATERIAL AND VENTING, AND TRANSITION TO VERTICAL SIDING. 3. EXTERIOR WINDOW AND TRIM: MOCK-UP CAN BE DONE AS WORK IN PLACE AT A WINDOW OR DOOR. MOCK-UP SHOULD SHOW WINDOW, INSULATION IN SHIM SPACES, FLASHING TIE IN AT HEAD, JAMB, AND SILL, INCLUDING END DAMS AT FRAMED OPENING. MOCK-UP SHOULD INCLUDE A PORTION OF EXTERIOR TRIM SHOWING HEAD, JAMB, AND SILL COMPONENTS. 4. INSULATION: MOCK-UPS CAN BE DONE AS WORK TO REMAIN IN PLACE. MOCK-UPS SHOULD BE DONE IN THE FOLLOWING CONDITIONS AND SHOULD INCLUDE AIR BARRIERS, VENTING AND INSULATION. A RIM JOIST AT BASEMENT SHOWING VAPOR BARRIERS, INSULATION PLACEMENT AND DEPTHS, B. RIM JOIST AT SECOND FLOOR FRAMING SHOWING VAPOR BARRIER, INSULATION PLACEMENT AND DEPTH. C. INSULATED HEADERS AT DOOR AND WINDOWS. D. ROOF TOP PLATE SHOWING ANY VAPOR BARRIERS, INSULATION AND ANY VENTING PRODUCTS, MOCK-UPS SHOULD BE DONE AT ALL VARYING ROOF CONDITIONS. 5. INTERIOR TRIM' MOCK-UP SHOULD BE DONE FOR THE FOLLOWING CONDITIONS: A. INTERIOR DOOR TRIM B. INTERIOR WINDOW TRIM C. CROWN, CHAIR AND BASE TRIM D. ANY PANELING FINISHES DURING VARIOUS STAGES OF THE PROJECT, THE ARCHITECT WILL INSPECT THE CONSTRUCTION OF THE PROJECT FOR CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. WHILE THIS INSPECTION LOOKS FOR GENERAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THE PROJECT IS BUILT PER THE CONSTRUCTION DOCUMENTS. NEITHER THE ARCHITECT NOR THE CLIENT ARE LIABLE FOR ITEMS THAT MAY HAVE BEEN OVERLOOKED DURING INSPECTIONS, CONTRACTOR TO NOTIFY THE ARCHITECT MINIMUM 7 DAYS IN ADVANCE FOR THE FOLLOWING INSPECTIONS. SHOP DRAWING AND SUBMITTAL REVIEW - SEE SPECIFICATION SECTION 013300 TO ENSURE THE PROJECT IS BUILT ACCORDING TO THE PLANS AND SPECIFICATIONS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS TO THE ARCHITECT & CLIENT FOR THE MATERIALS THEY ARE PURCHASING FOR THE PROJECT. THE ARCHITECT WILL REVIEW THESE FOR CONFORMANCE WITH THE DESIGN AND COORDINATION FOR OTHER VARIOUS ASPECTS OF THE PROJECT. THE FOLLOWING SUBMITTALS ARE REQUIRED: SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO: • 2300 EARTHWORK - SUB SLAB STONE, BACKFILL AT FOUNDATIONS • 3200 CONCRETE REINFORCEMENT -REBAR • 3300 CAST -IN -PLACE CONCRETE - MIX, ADDITIVES, RECORDS ON SLUMP TESTS • 4400 STONE - STONE VENEER, MORTAR, DRAIN ASSEMBLY • 5400 COLD -FORMED METAL FRAMING- METAL FRAMING OR STRUCTURAL STEEL POSTS AND BEAMS • 6100 ROUGH CARPENTRY- TRUSS AND FLOOR JOISTS • 6200 EXTERIOR SIDING AND TRIM • 6250 DECKING - DECKING FOR EXTERIOR DECKS AND SCREENED PORCHES • 6300 WOOD STAIRS AND RAILINGS - RAILING SYSTEMS, EXTERIOR DECK RAILING SYSTEMS • 6400 TIMBER CONSTRUCTION- ALL TIMBER PRODUCTS • 7100 DAMPPROOFING AND WATERPROOFING -BUILDING WRAP, FOUNDATION WATERPROOFING.MATERIAL CUT SHEETS • 7200 THERMAL PROTECTION - INSULATION MATERIALS, VAPOR BARRIERS • 7300 SHINGLES, ROOF TILES, AND ROOF COVERINGS • 7600 FLASHING AND SHEET METAL- DRIP EDGE • 7700 IROOF SPECIALTIES AND ACCESSORES-GUTTERS • 8200 WOOD AND PLASTIC DOORS - INTER OR AND EXTERIOR DOORS • 8300 SPECIALTY DOORS -GARAGE DOORS • 8500 WINDOWS- MANUFACTURER SHOP DRAWINGS • 9100 CABINETRY- KITCHEN AND BATH CABINET LAYOUTS • 9200 PLASTER AND GYPSUM BOARD - DRYWALL • 9300 TILE- TILE WATERPROOFING, GROUT • 9600 FLOORING - WOOD FLOOR • 10200 LOUVERS AND VENTS • 10240 GRILLES AND SCREENS -SCREEN SYSTEM FOR SCREEN PORCH • 10300 FIREPLACES AND STOVES - FIREPLACE • 11450 RESIDENTIAL EQUIPMENT- KITCHEN EQUIPMENT • 15400 PLUMBING FIXTURES AND EQUIPMENT- PLUMBING FIXTURES, HOT WATER TANKS, HEATERS • 15700 HEATING, VENTILATING, AND AIR CONDITIONING EQUIPMENT- HVAC CUT SHEETS, MARKED -UP DRAWINGS SHOWING PROPOSED ROUTING OF DUCTS, PIPING, AND GRILLES AND REGISTERS • 16200 ELECTRICAL POWER - PLAN SHOWING POWER, SWITCHES, AND PANEL LOCATIONS • 16500 LIGHTING- LIGHTING SELECTIONS architecture planning . ARCHITECT: AJA Architecture and Planning 9 Broad Street Glens Falls NY, 12801 518.792.1651 Verify all dimensions before the commencement of work Report to the consultant any discrepancy found. 0 a y 0 r 0 ytEPED qRC y� `ft• P 0287f�+ O FOP o w LLJ 1 w ►L�^•1 O U) 0 I— z z J J wco Q L L.. z UZ 2 d• uJ Q CM V Date: 06/03/2025 Scale: As indicated Drawn: ZI Checked: AJA Project No: 22114 A001 Revision No. �Z 0 I Wrn -� � N � 00 o i- s w � CLCD \ N m 0 -I \� o I 0 (1) N— p C- P fD \'(+ cp \C -n N Io 3 l o �cn i W N _ \C O � (D � I �� i 0 CD 0> -� 0 <n-2m GARAGE 42T W/ 2ND FLOOR ABOVE ATTACHED WALKWAY MAIN HOUSE N06'3 '27"E 123.12' O p O Vinyl ence [NEWMINI-SPLIT Ov OUTDOOR UNIT 2.j 4 • i OTHER00 O 7 Lb 19.4 tv ---- - - - --- -- 03 (A SITE PLAN 1/8" = 1'-0" ON 22"x34" 1/16" = 1'-0" ON 11"x1T' O- 1S NOTE: 10 EXISTING SITE SURVEY $ "MAP" OF LAND FROM 2014 PROPOSED SITE PLAN. o EXISTING STRUCTURE BUILT IN 1993. • o V V) _0 V :2m —IZo —❑ o o 1 1 a � 21 1 J Q �1�CD a fl y �t 1 0 O� o co 3 �1 � 1 138.36' APPr0x. 'edge' 0f pavement° ' j` • ` W A R D 7 r 0 STREET architecture planning ARCHITECT: AJA Architecture and Planning 9 Broad Street Glens Falls NY, 12801 518.792.1651 Verify all dimensions before the commencement of work. Report to the consultant any discrepancy found. u, 0 y,1ERED ARa n 0 LLU < Z LL- Z W a. UW z w �- '^ Z U �/ M T- Date: 06/03/2025 Scale: 1/8" = 1'-0" Drawn: ZI Checked: AJA Project No: 22114 C100 Revision No. DUCTWORK ABOVE, TYP. SHOWN DASHED 2'6' x 68" DOOR A A300 U � DEMO FIRST FLOOR PLAN A700 1/4" = 1'-0" ON 22"x34" 1/8" = 1'-0" ON 11"x17" A) 25'-0• r—- 1 3'Ox 66' `---- I 1 DOOR (E) 26' x 54" so i L 70" z 68" DOOR ruse x6'8"DOOR Z 'T "DOOR ) , 3'3"x 66'DOOR x6`&' --o SD ED I ._. as eoo oauo I 2 i 2 _ II I REMOVE (E) 26" x 54" WINDOWS IN ENTIRETY - PREPARE FOR NEW WINDOWS IN EXISTING 0 DEMO SECOND FLOOR PLAN OPENINGS A1oo 1/4" =1'-0" ON 22"x34" 1/8" = 1'-0" ON 11"x17" DUCTWORK ABOVE, TYP. SHOWN DASHED NEW MINI -SPLIT _ OUTDOOR UNIT \ BY OTHER :; A i 2 A300 i E) FURNACE i (E)DUCTWORK m _ _ __ \ �\lL_J _______�_1 ------------ __ '____ I' I WATER HEATER WII I i i r • u (N)STAIRCASE 1 F__ - o _____ (N)HANDRAIL@ ) II 36'H i INSULATE WALLS AROUND STAIRCASE.-_j MIN R-19 WALL ASSEMBLY 01- 1/2"GWB _ 2X4 @ 16' O.C. W/ NEW TYPE X (FIRE -RATED) INSULATION IF SHOWN GYP. BD. @ CEILING 1/2•' GWB ADD 516' TYPE'X' GWB CEILING TO BE ADDED TO EXISTING GARAGE CEILING -- TO PROVIDE DWELLING- � --... CLEAR GARAGE SEPERATION. alS� - 2 \ I _— 2s•-a PROPOSED FIRST FLOOR PLAN 1/4" = 1'-0" ON 22"x34" 1/8" = 1'-0" ON 11"x17" INF Wil co ANI INS 9 36'I 1rz, SIDI WAI 2 NEW MINI -SPLIT INDOOR DOOR I � NEW MINISPLIT L__ � INDOOR DOOR CASEMENT~ WINDOW(S) TO ® PROPOSED SECOND FLOOR PLAN MATCH EXISTING A1oo 1/4" = 1'-0" ON 22"x34" 118" = 1'-0" ON 11"x17" ENCLOSED PORCH/MUDROOM GENERAL DEMOLITION NOTES: 1. THE DEMOLITION DRAWINGS ARE TO BE READ IN CONJUCTION WITH ARCHITECTURAL DRAWINGS. THE EXTENTS OF DEMOLITION ARE TO BE COORDINATED BY THE CONTRACTOR TO ALLOW OF THE COMPLETION OF NEW CONSTRUCTION, ALL INCIDENTAL DEMOLTION IS NOT SHOWN. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING TO DETERMINE THE TOTAL QUANTITIES AND SCOPE OF WORK THAT IS TO OCCUR IN ORDER TO ACHEIVE NEW CONSTRUCTION AND COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT. 3. CAREFULLY REMOVE PARTITIONS TO BE DEMOLISHED TO AVOID DAMAGE TO REMAINING CONSTRUCTION. DEMOLITION OF PARTITIONS INCLUDES ALL ITEMS ATTACHED TO THE WALL, UNLESS NOTED TO BE SALVAGED. - 4. REMOVE ALL SURFACE MOUNTED OBJECTS IDENTIFIED FOR DEMOLITION OR THAT ARE ABANDONED AND NOT INTENDED FOR REUSE. PREPARE SURFACE FOR NEW FINISH. S. ITEMS REMOVED DURING DEMOLITION ARE TO REMAIN THE PROPERTY OF THE OWNER UNLESS OTHERWISE DIRECTED IN THE CONTRACT DOCUMENTS OR BY THE OWNER. 6. UTILITIES RENDERED USELESS BY THE DEMOLITION SHALL BE REMOVED TO ITS POINT OF SUPPLY. CAP UTILITIES RENDERED OBSOLETE BELOW FLOOR LEVEL, ABOVE CEILING, OR BEHIND WALL FINISHES UNLESS NOTED OTHERWISE. 7. RESTORE ANY EXISTING UTILITIES DISTURBED DURING THE COARSE OF CONSTRUCTION AND NOT INDICATED FOR REMOVAL 8. CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF ALL TEMPORARY BARRIERS AND PROTECTION TO PREVENT THE SPREAD OF DUST AND DEBRIS. COORDINATE WITH OWNER ABOUT THE ERECTION OF ANY BARRIERS PRIOR TO INSTALLATION. 9. REMOVE DEBRIS FROM DEMOLITION AREA AS IT IS PRODUCED. CONTRACTOR IS TO CLEAN UP WORK SITE AT THE END OF EACH DAY AND ENSURE THAT ALL REMOVALS ARE PROPERLY DISPOSED OF IN DUMPSTERS. CONTRACTOR TO COORDINATE WITH THE OWNER ON THE LOCATION OF ALL DUMPSTERS AND ACCESS REQUIREMENTS, ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE DISPOSED OF ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING MATERIALS TO REMAIN RESULTING FROM WORK UNDER THIS CONTRACT, AND SHALL RESTORE SUCH DAMAGE TO ITS ORIGINAL CONDITION. 11. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING REQUIRED TO COMPLETE THE WORK. FLOOR PLAN GENERAL NOTES: 1. THE DRAWINGS INCLUDED IN THIS SET ARE AS -BUILT DRAWINGS FOR 134 CRESCENT STREET, SARATOGA SPRINGS. THESE DRAWINGS REPRESENT AN EXISTING STRUCTURE. 2. AJA ARCHITECTURE AND PLANNING DID NOT DESIGN THIS BUIILDING. THIS STRUCTURE WAS EXISTING. THIS BUILDING WAS BUILT IN 1993. 3. ANY DISCREPANCIES FROM THE DRAWINGS OR SPECIFICATIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. SCOPE OF WORK: \ 1. WINDOW TO BE REPLACED IN BEDROOMILIVING ROOM LOCATIONS. A BEDROOM WINDOW TO BE REPLACED TO MEET EMERGENCY EGRESS REQUIREMENTS. EXISTING B. WINDOW OPERATION TO BE UPDATED TO CASEMENT FROM DOUBLE -HUNG BUILDING AND WINDOW TO BE SIMILAR SIZE OF EXISTING WINDOW. C. W INDOW TO BE PROVIDED BY OWNER. WINDOW SELECTION - T. B.D. 2. 1 SHEET OF TYPE X (FIRE -RATED) GYP. BD. TO BE ADDED TO EXISTING GARAGE CEILING TO PROVIDE DWELLING -GARAGE SEPERATION. 3. MINISPLIT UNIT TO BE ADDED TO APARTMENT. A INDOOR UNITS TO BE INSTALLED IN KITCHEN AND BEDROOM AREAS. —� B. OUTDOOR UNIT TO BE LOCATED ADJACENT TO EXTERIOR WALL IL0 C0 1� ,j 1 P [ i aW,6 /a 11.E Ik�.as' K w�suG ��J a'r GG�Gcs.� LLcO� architecture planning . ARCHITECT: AJA Architecture and Planning 9 Broad Street Glem Falls NY, 12801 518.792.1651 Verity all dimensions before the commencement of work Report to the consultant any discrepancy found. z 0 w 0 w 0 J.R ACH a9j�,46 Q1B738'�YO�Y Qp I't V/ !^ C C W VJ Q F— _J Z W -J U U)O z III Q Ep Z U J 2 d- �.L O M Date: 06/03/2025 Scale: 1/4" = 1'-0" Drawn: SH Checked: AJA Project No: 22114 A 11, Revision No. r 1 w x ry F 6 EXISTING GUTTER- -- REMOVE EXISTING EXTERIOR WALL SCONCE- Ifn nTl In fill I II II II II II II II II II — Iw u11 Iw u�J REMOVE EXISTING r _ TREATED WOOD EXTERIOR STAIRS P EAST ELEVATION �00 1/4" = 1'-0" ON 22"x34" 1/8" = 1'-0" ON 11"x17" REMOVE EXISTING EXTERIOR WALL SCONCE REMOVE (E) 30 x 98" EXTERIOR DOOR - INFILL WITH LIKE CONSTRUCTION & SIDING REMOVE EXISTING TREATED WOOD EXTERIOR STAIRS NEW MINISPLIT OUTDOOR UNIT BY OTHER s NORTH ELEVATION Azoo 1/4" = V-0" ON 22"x34" 1/8" = V-0" ON 11"x17" (E) 8'x7' OH DOOR I~ 1'-0" (E) 8k7' OH DOOR 6" 6" (E) 2' OCT. LOUVER EXISTING ROOF \ EXISTING ROOF - SHINGLESASSEMBLY; MBL ; ASPHALT —�- \ ASSEMBLY; ASPHALT \ i \ SHINGLES \ ROOF PLAN _ _ _ _ _ ROOF PLAN — — — — — — — — EXISTINGREMOVE EXISTING 4" VINYL I- ,. ,j� EXTERIOR WALL SCONCE SIDING — NEW CASEMENT (E) 2Bk54"WINDOW EXISTING 4" VINYL SIDING WINDOW(s) To ICI II II III I MATCH EXISTING OPENINGS II II II II II II II I _ SECOND LEVEL /� _ _ — _ _ _ _ _ _ _ _ — — — SECOND LEVEL n ---- — ----I --- -- — I REMOVE EXISTING I I TREATED WOOD — � EXTERIOR STAIRS — MAIN LEVEL_n MAIN LEVEL_n �" V NEW MINI -SPLIT OUTDOOR UNIT SY OTHER 3_ (E) 2'G'x 68" DOOR ROOF PLAN n 17'-4" 1 SECOND LEVEL 9'-4" 1 (E)ATTACHE[ WALKWAY C/ (E)2'6"x 68"1 2� WEST ELEVATION 1/4" = 1'-0" ON 22"x34" 1/8" = 1'-0" ON 11"x17" i SOUTH ELEVATION 4200 1/4" = 1'-0" ON 22"x34" 1/8" = V-0" ON 11"x17" SECOND LEVEL — —9 _4 OR MAIN LEVEL n 0" architecture planning . ARCHITECT: AJA Architecture and Planning 9 Broad Street Glens Falls NY. 12801 518.7921651 Verity all dimensions before the commencement of work Report to the consultant any discrepancy found. 1 �SEpED qRC ti PEW J: i i f � a9p 'Ib ♦ �c 0� O �0- !!e''f1� 2 w U) < ry Z Q w O Z wQ J z wW Q ct� J Z UW -I O a 0 a y 0 0 Date: 06/03/2025 Scale: 1/4" = 1'-0" Drawn: SH Checked: AJA Project No: 22114 A200 Revision No. EXISTING ROOF A! ASPHALT SHINGLE EXISTING EXTERIC ASSEMBLY; VINYL EXISTING FLOOR A 1 SHEET OF TYPE) ADDED TO EXISTIN DWELLING-GARAG', EXISTING FLOOR A • 3W. PLYWD. DEC • 14"TJI a 16"O.0 • INSULATED CAV • 12" GYP. BD. NEW FLOOR ASSEt • 5/8" TYPE X GYP, 0 BUILDING SECTION 1 Aaoo 1/4" = V-0" ON 22"x34" 1/8" = V-0" ON 11"x17" — EXISTING EXTERIOR WALL SCONCE SECOND LEV��EL__ //�� 9'4 — EXISTING TREATED WOOD EXTERIOR STAIRS MAIN EL LEVn 0" EXISTING ROOF ASSEMBLY: EXISTING EXTERIOR WALL ASSEMBLY; VINYL SIDING EXISTING FLOOR BUILDING SECTION 2 A300 1/4" = 1'-0" ON 22"x34" 1/8" = 1'-0" ON 11 "x17" _ SECOND LEVEL 9'-N 1 SHEET OF TYPE X (FIRE -RATED) GYP. BD. TO BE ADDED TO EXISTING GARAGE CEILING TO PROVIDE DWELLING -GARAGE SEPERATION. EXISTING FLOOR ASSEMBLY • 314"PLYWD. DECK • 14"TJI@16"0 .C. • INSULATEDCAVITY • 1/2" GYP. BD. NEW FLOOR ASSEMBLY • 5a' TYPE X GYP. BD. MAIN LEVEL n %cC�l�C.c�f 0—" �1 orchilecture planning . ARCHITECT: AJA Architecture and Planning 9 Broad Street Glens Falls NY, 12801 518.792.1651 Verify all dimensions before jthecommencementotwork I Report tothe consultant any discrepancy found. w a 0 Ap 7 9,CEREO G 4EW J' 4. y i v7/ � H [ifQo— O LL FU W z wU) J fn Q � V Q a Z Z U 0 c') — a Date: 06/03/2025 Scale: 1/4" = 1'-0" Dravn: RR Checked: AJA Project No: 22114 A300 Revision No. TOP OF STAIR HANDRAIL CONDITION 1,-d, MAX. 4'-0" O.C. MITERED RETURN ENDS TO WALL PROVIDE SOLID BLOCKING AT LOCATION OF —�� MOUNTING BRACKETS I I I I 1-1/2' ROUND ALUMINIUM HANDRAIL WITH ANODIZED FINISH WALL MOUNTING BRACKET F —I BOTTOM OF STAIR HANDRAIL CONDITION ^lam I I L _ _ J WALL MOUNTING BRACKET OUTLINE INDICATES STAIR OUTLINE INDICATES STAIR RISER AND TREAD. RISER AND FLOOR LEVEL AND/OR LANDING LEVEL 7 2 WALL MOUNTED HANDRAIL ROUND Asao 3" = 1'-0" ON 22"x34" 1 3/4" D HANDR SECTIC 10 ROI 4" O.C. WOOD' STRING STAINEt RISERS � STAIR & RAILING DETAILS _ WOOD A500 1 1/2" = 1'-0" ON 22"x34" 3/4" = 1'-0" ON 11"x1T' GENERAL NOTES - WOOD STAIR & RAILING 1. STAIRS TO MEET CODE REQUIREMENTS OF CURRENT VERSION OF THE NEW YORK STATE BUILDING CODE. PROVIDE MAX T' RISE AND MINIMUM 11" TREAD FROM NOSE TO NOSE WITH 1" NOSING. RETURN ANGLE OF RISER SHALL BE 30 DEGREES OR LESS. 2. 36' HANDRAILS WITH BALUSTRADE SPACING TO PREVENT THE PASSAGE OF A 4" SPHERE. HANDRAIL HEIGHT TO BE 34-36' CONTINUOUS WHEN MEASURED VERTICALLY FROM SLOPED ADJOINING STAIR NOSING, EXTENDING THE FULL RUNOFF THE STAIR AND RETURNING INTO POSTS OR WALL OR SAFETY TERMINAL. RAIL TO BE CIRCULAR, WITH PERIMETER TO BE 1 1/4" TO 2' CIRCUMFERENCE AND 1 1/2' AWAY FROM ADJACENT WALL. 3. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) (0,73 KN/M) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION 2407, 4. STAIRS TO BE WOOD CONSTRUCTION. S. TREADS TO BE SOLID WOOD. FINISH TO MATCH HARDWOOD FLOORING WHERE APPLICABLE. 6. TREAD ENDS TO FINISH 1/4" FROM FINISH WALL SURFACES, TYPICAL MITERED RETURN 7. HANDRAILS TO BE WOOD TO MATCH TREADS UNLESS OTHERWISE NOTED. ENDS TO WALL planning u.e ARCHITECT: AJAArchitecdure and Planning 9 Broad Street Glem Falls NY, 12801 518.792.1651 Verify all dimensions before the commencement of mrk Report to the consultant any discrepancy found. DRAWINGS NOT FOR CONSTRUCTION O Lu :E w_J � �Q Z zW J W Q U Z W _ Q Q Z U �-- p M (n 3 c— )ate: 06/03/2025 kale: As indicated haven: RR :hedred: AJA 'roject No: 22114 meff Revislon No.