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HomeMy WebLinkAbout20251019 30 Washington St Adelphi/Bethesda Buildling Relocation Application32'-0" 4'-11"6'-2"1'-10"6'-2"1'-0"11'-11" 4' - 7 1 / 2 " 4' - 9 " 19 ' - 0 " 4' - 9 " 7' - 1 0 1 / 2 " 2'-6" 2'-6" 3' - 8 " 4' - 0 " 5' - 0 " 19 ' - 8 " 9' - 6 " 11 ' - 1 0 " 41 ' - 0 " 4'-8" 106.26° 1 0 6 . 2 6 ° 5'-6"3'-0"5'-0"3'-0"4'-11"3'-4"5'-9" 7' - 9 " 3' - 0 " 20 ' - 9 " 3' - 0 " 5' - 0 " 12'-10"3'-4"13'-10" 20 ' - 5 " 6' - 0 " 12 ' - 7 " 1'-0" WALL, TYP 2'-0" FOOTING, TYP UNO 6" STEM, TYP UNO T/FOOTING = (-8'-0"), TYP UNO T/SHELF = (-3'-4"), TYP UNO T/WALL = (0'-0"), TYP UNO T/WALL AT WINDOW WELL = (-5'-0"), TYP T/WALL AT DOOR = (-3'-4") T/WALL AT DOOR = (-0'-8") 4" THICK BASEMENT SLAB ON GRADE PER Q1/S-100, TYP UNO T/SLAB = (-7'-6"), TYP UNO CJ CJ CJ CJ CJ A11 S-100 _____________________ TYP UNO M18 S-100 _____________________ CONCRETE STAIRS PER M11/S-100 T/WALL = (-3'-4")T/WALL = (-3'-4") T/WALL = (-3'-4") T/WALL = (-3'-4") SLOPING TOP OF WALL TO MATCH STAIR RISE AND RUN, TYP T/WALL = (-3'-4") M18 S-100 _____________________ 12'-0"7'-0"13'-0" 7' - 0 " T/WALL = (-3'-4") 8" WALL, TYP 1'-4" FOOTING, TYP 3' - 8 " 4" THICK WINDOW WELL SLAB ON GRADE PER Q1/S-100, TYP T/WALL = (-0'-8") CJ CJ CJ WALL TEE REINFORCEMENT WALL CORNER REINFORCEMENT ADD (3) L-BARS AT EACH HORIZONTAL REINFORCEMENT ADD L-BARS AT EACH HORIZONTAL REINFORCEMENT REQUIRED COVER, TYP SEE GENERAL NOTES FOR 40 BAR DIAs TYP 40 B A R D I A s T Y P RE Q U I R E D C O V E R , T Y P SE E G E N E R A L N O T E S F O R 40 BAR DIAs TYP WALL CONSTRUCTION JOINT (PLACED AT CONTRACTOR'S DISCRETION) (CAN BE SUBSTITUTED FOR A CONTROL JOINT) WALL CONTROL JOINT (LABELED WCJ ON PLANS) FIRST POUR SECOND POUR CUT EVERY OTHER HORIZONTAL BAR AT EACH FACE AT CONTROL JOINTS NOTED ON PLAN, TYP ALTERNATE BARS TO REMAIN CONTINUOUS ACROSS JOINT, TYP BACKER ROD AND SEALANT, TYP T/ 3 1/ 4 " LAP SPLICE 24 BAR DIA, TYP T/6 . . . . . BACKER ROD AND SEALANT, TYP BACKER ROD AND SEALANT, TYP 1/2" 3/4" 1 1 / 2 " 3/4" 1 1 / 2 " . 3/ 8 " . 3/ 8 " T SL A B T H I C K N E S S PE R P L A N 2" E P S R I G I D IN S U L A T I O N 8" AS R E Q U I R E D 1" M I N SAW CUT CONTROL JOINTS IN SLAB WITH EARLY ENTRY SYSTEM AS SOON AS AGGREGATE WILL CUT CLEANLY WITHOUT DISLODGING, NO LATER THAN 4 HOURS AFTER FINISHING, CUT JOINTS AT A MAXIMUM SPACING OF 30 TIMES THE SLAB THICKNESS, UNO DISCONTINUE OR FIELD CUT EVERY OTHER BAR AT CONTROL JOINTS, PROTECT VAPOR BARRIER FROM DAMAGE WHEN FIELD CUTTING 1 1 / 4 " C O V E R COARSE AGGREGATE PROOF COMPACTED SUBGRADE PER NOTES AND SPECIFICATIONS STRUCTURAL FILL AS REQUIRED TO ESTABLISH SUBGRADE VAPOR BARRIER: 15 MIL NON-RECYCLED POLYOLEFIN RESIN SHEET CONFORMING TO ASTM E1745 CLASS A, DESIGN BASIS: STEGO WRAP No. 4 BARS AT 18" OC EACH WAY, 20" MIN LAP SPLICE, SUPPORT REBAR ON WIRE CHAIRS WITH SAND BASES TO PREVENT PUNCTURE OF VAPOR BARRIER AT 3 FT MAX INTERVALS EACH WAY, TYP FOUNDATION WALL BEYOND, DROP TOP OF WALL 8" AT DOORWAYS, UNO INTERIOR SLAB PER PLAN, HAUNCH EDGE AT DOORWAYS, TYP PIN ENTRY SLAB FROST WALLS AND FOOTINGS TO BUILDING FOUNDATION WALL AND FOOTING, TYP EXTEND FOUNDATION WALL REINFORCEMENT 30" FROM TOP OF SLAB ELEVATION AND BEND INTO SLAB PERPENDICULAR TO FOUNDATION WALL AT 24" OC EACH SIDE, TYP WALL BEYOND 1'-4" 10 " 30 12 BUILDING FOUNDATION WALL BACKFILL WITHIN WALLS WITH COARSE AGGREGATE, TYP 4 F T M I N F R O S T DE P T H , T Y P 4"8"4" No. 4 VERTICAL AT 18" OC CONTINUOUS HORIZONTAL No. 4 AT 12" OC No. 4 L-BARS AT 24" OC EXTEND WALLS AND FOOTINGS AROUND THREE SIDES OF ENTRY SLAB, TYP No. 4 CROSS BARS AT 18" OC (2) No. 4 BARS CONTINUOUS 20" MIN LEGS, TYP CENTER 2" JOINT AT MIDDLE OF DOOR THRESHOLD SADDLE, COORDINATE WITH DOOR SCHEDULE, VARIES BY LOCATION PIN SLAB TO EXISTING FOUNDATION WALL AS SHOWN WITH No. 4 BARS AT 12" OC 4" TYP8" 1 1/2" 8" ENTRY SLAB, REINFORCE WITH No. 4 BARS AT 12" MAX OC, 3/8" TOOLED EDGES, LIGHT BROOM FINISH UNO SLOPE ENTRY SLAB AWAY AT 1/4" PER FT MIN SEE SITE PLANS FOR ADJACENT GRADE OR SIDEWALKS PIN ADJACENT SIDEWALKS TO EDGE OF SLAB WITH No. 4 DOWELS AT 16" MAX OC 6 " PITCH CONCRETE TREADS TO DRAIN AT 1/4" PER FT MIN 18" BLEND OF NYSDOT No. 1 AND No. 2 STONE 1'-0" 4" 5' - 0 " M I N B E L O W F I N I S H E D G R A D E 10 " 8"4"4" 1'-4" 2" COVER, TYP 10 " 8"4"4" 1'-4" PIN ADJACENT SIDEWALKS AND SLABS TO TOP AND BOTTOM OF STAIRS WITH No. 4 DOWELS AT 12" OC, TYP No. 4 HORIZONTAL AT 12" OC, TYP No. 4 VERTICAL AT 12" OC, TYP No. 4 HOOKED DOWELS AT 12" OC, TYP (2) No. 4 BARS CONTINUOUS WITH 40 BAR DIAMETER LAP SPLICES AT CORNERS, No. 4 CROSS BARS MATCHING SPACING OF VERTICAL BARS ABOVE, TYP EXTEND VERTICAL BARS 20" AND BEND DOWN INTO STAIR SLAB POUR, TYP TOP AND BOTTOM No. 4 BAR AT EACH TREAD, EPOXY COATED, TYP 1 1 / 2 " C O V E R RISE AND RUN TO MATCH EXISTING 8" 4" 2 1 No. 4 L-BARS MATCH SPACING OF SLAB REINFORCING, TYP 18 18 EXPANSION JOINT FILLED WITH SEMI- RIGID ADHESIVE JOINT SEALANT 5' - 0 " M I N No. 4 REINFORCEMENT AT 12" OC EACH WAY EPOXY COATED, HOOK INTO ADJACENT WALLS EXISTING STONE MASONRY BUILDING WALLS ABOVE . FO R M R E C E S S E S A T T O P OF F O U N D A T I O N W A L L S T O AC C O M M O D A T E R I G G I N G BE A M S , I N F I L L W I T H R E B A R PI N S A N D C O N C R E T E SEE SITE PLANS AND DETAILS FOR PERIMETER GRADING AND MATERIALS SCHEDULE 4 PVC DRAINAGE PIPING WITH (2) LINES OF 1/2" PERFORATIONS, LEVEL AROUND FOOTING AND CONNECTED WITH SOLID WALL PIPE TO SITE DRAINAGE STRUCTURE PER SITE PLAN, DO NOT COMBINE WITH GUTTER DISCHARGE OR OTHER DRAINAGE PIPING 10 " 1'-0" FI L L W I T H I T E M B - 1 2 S T O N E OV E R - E X C A V A T E 1 ' - 0 " M I N OF E X S T I N G B E D R O C K A N D REMOVE EXISTING BEDROCK TO EXTENTS SHOWN ITEM B-12 CRUSHED STONE WITH NO FINES 6" M I N 2" EPS RIGID INSULATION AROUND SLAB PERIMETER 4" SLAB ON GRADE OVER 15 MIL STEGO-WRAP VAPOR BARRIER AND 2" EPS RIGID INSULATION TURN VAPOR BARRIER UP INTERIOR FACE OF WALL AND SEAL WITH MASTIC No. 4 L-BARS STAGGERED AT 12" OC 2" COVER, TYP No. 4 BARS AT 12" OC EACH WAY AT EACH FACE OF WALL BUILDING WALLS ABOVE) 1'-0" MIN (MATCH WIDTH OF EXISTING STONE MASONRY TEMPORARY RIGGING BEAMS, DESIGN AND POSITION BY BUILDING MOVER'S DEFERRED DESIGN FORM RECESSES AT TOP OF FOUNDATION WALLS TO ACCOMMODATE RIGGING BEAMS, INFILL WITH REBAR PINS AND CONCRETE 30 12 MIRAFI 160 N FILTER FABRIC BETWEEN ALL ITEM B-12 AND ADJACENT GRANULAR SOILS DISPOSE OF ALL EXCAVATED SOIL, BACKFILL WITH IMPORTED SELECTED FILL BITUTHENE 3000 WATERPROOFING SYSTEM INSTALLED WITH PRIMER AND DIMPLED DRAINAGE MAT EXCAVATE TO MINIMUM SLOPES REQUIRED BY OSHA PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMP CONSULTANTS Q N P M L K J H F G E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 R S T n y 1 2 0 6 1 REVISIONS Q N P M L K J H F G E D C B A R S T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush NOT FOR CONSTRUCTION THIS SUBMISSION IS FOR REVIEW BY THE BUILDING DEPARTMENT FOR PERMIT. BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN INCORPORATED INTO THESE DRAWINGS. THE ENGINEER AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS, ESTIMATES, OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. As indicated10/31/2025 23225002 NAC S-100 FOUNDATION PLAN AND DETAILS 30 WASHINGTON STREET SARATOGA SPRINGS, NY 12866 © COPYRIGHT 2025 SPRING LINE DESIGN "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" SCALE:1/4" = 1'-0" A1 FOUNDATION PLAN PLAN NORTH SCALE:REF: 3/4" = 1'-0" G20 WALL CORNER AND TEE REINFORCEMENT A1 / S-100 SCALE:REF:1" = 1'-0" A20 FOUNDATION WALL JOINT DETAILS A1 / S-100 SCALE:REF:1 1/2" = 1'-0" Q1 SLAB ON GRADE DETAIL A1 / S-100 SCALE:REF:3/4" = 1'-0" M18 ENTRY SLAB WITH FROST WALLS A1 / S-100SCALE:REF:3/4" = 1'-0" M11 EXTERIOR STAIR DETAIL A1 / S-100 SCALE: 3/4" = 1'-0"REF: A1 / S-100 A11 TYPICAL FOUNDATION WALL SECTION PROJECT NUMBER DRAWING DATE DRAWN BY DRAWING SCALE DRAWING TITLE 518.487.4755 telephone 518.670.0122 facsimile springlinedesign.com PROJECT NAME STAMP CONSULTANTS Q N P M L K J H F G E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 R S T n y 1 2 0 6 1PROGRESS PRINTNOT FOR CONSTRUCTIONREVISIONS Q N P M L K J H F G E D C B A R S T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DRAWING NUMBER 73 troy road suite 2h east greenbush As indicated10/29/2025 23225002 LK A-101 PERSPECTIVE AND ELEVATIONS BETHESDA STONE MANSION 30 Washington Street Saratoga Springs NY © COPYRIGHT 2025 SPRING LINE DESIGN "ALL RIGHTS RESERVED" AND "UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS" SCALE:1/8" = 1'-0" A1 NORTH ELEVATION SCALE:1/8" = 1'-0" A15 WEST ELEVATION SCALE:NTS G1 SOUTH EAST PERSPECTIVE