DRAWINGS_D0SBM00032.pdf

DRAWING INDEX

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N.T.SN.T.S

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Endwell, New York 13760 3601 Scribner Drive

December 5, 2025 Project No. 25-2334

Broome DDSO Scribner Drive Water Remediation

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COVERSHEET

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CIVIL

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SECTIONS AND DETAILS

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SITE PLANS

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PROJECT SITE

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AutoCAD SHX Text IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ARCHITECT/ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERAION, THE SIGNATURE AND DATE. THE UNDERSIGNED ARCHITECT/ENGINEER STATES THAT TO THE BEST OF THEIR KNOWLEDGE, INFORMATION, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2025 NEW YORK STATE FAMILY OF CODES, AND THE 2023 NATIONAL ELECTRICAL CODE. 2025

AutoCAD SHX Text APPLICABLE CODES: 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE NFPA 101, LIFE SAFETY CODE, 2000 EDITION CONSTRUCTION TYPE: VB, COMBUSTIBLE, UNPROTECTED SPRINKLERED NOTE: IN ACCORDANCE WITH NYCRR 635 AND SECTION R322 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE, THIS FACILITY IS NOT REQUIRED TO COMPLY WITH THE PROVISIONS OF ICC A117.1.

AutoCAD SHX Text 1 North Park Row Clinton, NY 13323-1536

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ARCHITECTURAL ENGINEERING

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NELSON ASSOCIATES

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STRUCTURAL NOTES

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AutoCAD SHX Text 12/05/2025

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AutoCAD SHX Text IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ARCHITECT/ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERAION, THE SIGNATURE AND DATE. THE UNDERSIGNED ARCHITECT/ENGINEER STATES THAT TO THE BEST OF THEIR KNOWLEDGE, INFORMATION, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2025 NEW YORK STATE FAMILY OF CODES, AND THE 2023 NATIONAL ELECTRICAL CODE. 2025

AutoCAD SHX Text Endwell, New York 13760

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EXPIRATION: 04/30/2028

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CERTIFICATE OF

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PROJECT NO.

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PROJECT TITLE

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BY

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DATE

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REVISION

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SCALE

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APPROVED BY

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CHECKED BY

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DRAWN BY

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DATE

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SHEET TITLE

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SHEET NO.

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AS NOTED

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MSB

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AutoCAD SHX Text 1 North Park Row Clinton, NY 13323-1536

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ARCHITECTURAL ENGINEERING

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STRUCTURAL NOTES

AutoCAD SHX Text STRUCTURAL OBSERVATION NOTES: : 1. THE REGISTERED DESIGN PROFESSIONAL WILL MAKE VISITS TO THE SITE AT APPROPRIATE THE REGISTERED DESIGN PROFESSIONAL WILL MAKE VISITS TO THE SITE AT APPROPRIATE INTERVALS FOR THE PURPOSE OF OBSERVING THE CONSTRUCTION FOR GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE FOLLOWING LIST INCLUDES SOME APPROPRIATE TIMES FOR VISITING THE SITE. THE CONTRACTOR SHALL NOTIFY THE REGISTERED DESIGN PROFESSIONAL AT LEAST 48 HOURS PRIOR TO PERFORMING THESE ACTIVITIES SO THAT SITE VISITS ON SCHEDULED. - CONCRETE PRE-CONSTRUCTION MEETING. CONCRETE PRE-CONSTRUCTION MEETING. - INITIAL PLACEMENT OF REINFORCEMENT BARS FOR FOOTINGS, FOUNDATION WALLS, INITIAL PLACEMENT OF REINFORCEMENT BARS FOR FOOTINGS, FOUNDATION WALLS, BASEMENT WALLS, RETAINING WALLS, AND PIERS (AFTER EXCAVATION AND PRIOR TO THE CLOSING OF FORMS). - INITIAL PLACEMENT OF REINFORCING BARS AND PREPARATIONS FOR SLAB ON GRADE. INITIAL PLACEMENT OF REINFORCING BARS AND PREPARATIONS FOR SLAB ON GRADE. - OTHER TIMES AS REQUIRED DUE TO FIELD CONDITIONS. OTHER TIMES AS REQUIRED DUE TO FIELD CONDITIONS. 2. THE REGISTERED DESIGN PROFESSIONAL MAY VISIT THE SITE AT TIMES OTHER THAN THOSE THE REGISTERED DESIGN PROFESSIONAL MAY VISIT THE SITE AT TIMES OTHER THAN THOSE LISTED IN NOTE 1. 3. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHIC DOCUMENTATION OF THE WORK. SUBMIT THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHIC DOCUMENTATION OF THE WORK. SUBMIT ELECTRONIC PHOTOGRAPHS TO THE ENGINEER NO LESS THAN ON A WEEKLY BASIS.

AutoCAD SHX Text CONCRETE COVER: 1. COVER FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE SHALL BE PER ACI 318 REQUIREMENTS AS FOLLOWS UNLESS DETAILED OTHERWISE: COVER: FOOTINGS POURED AGAINST EARTH 3” 3” SURFACE EXPOSED TO WEATHER OR EARTH: BARS LARGER THAN #5 2” 2” #5 BARS OR SMALLER 1-1/2” 1-1/2” SURFACES NOT EXPOSED TO WEATHER OR EARTH: SLABS AND WALLS 3/4" 3/4" BEAMS, GIRDERS, PIERS, AND COLUMNS 1-1/2” 1-1/2” BETWEEN BARS AND EMBEDDED ITEMS: IN CONCRETE ELEMENTS EXPOSED TO WEATHER OR EARTH 1-1/2” 1-1/2” IN CONCRETE ELEMENTS NOT EXPOSED TO WEATHER OR EARTH 3/4"3/4"

AutoCAD SHX Text SLAB ON GRADE NOTES: 1. PROVIDE PROTECTION FROM PRECIPITATION AND EXCESSIVE COLD TEMPERATURES FOR THE PROVIDE PROTECTION FROM PRECIPITATION AND EXCESSIVE COLD TEMPERATURES FOR THE VAPOR RETARDER AND SLAB SUBBASE PRIOR TO SLAB-ON-GRADE PLACEMENT. SUBBASE MUST BE DRY AND NOT FROZEN AT THE TIME OF SLAB PLACEMENT. 2. DO NOT PLACE SLABS ON FROZEN GROUND. IF SUBGRADE OR SUBBASE ARE FROZEN AFTER DO NOT PLACE SLABS ON FROZEN GROUND. IF SUBGRADE OR SUBBASE ARE FROZEN AFTER PREPARATION, THEY SHALL BE THAWED THEN RECOMPACTED AND RETESTED FOR COMPACTION PRIOR TO SLAB PLACEMENT, AT THE EXPENSE OF THE CONTRACTOR. 3. PROVIDE PROTECTION FOR THE SLAB ON GRADE FROM DIRECT EXPOSURE TO THE SUN, WIND, PROVIDE PROTECTION FOR THE SLAB ON GRADE FROM DIRECT EXPOSURE TO THE SUN, WIND, PRECIPITATION, AND EXCESSIVE COLD OR HOT TEMPERATURES STARTING DURING PLACEMENT AND LASTING UNTIL THE END OF THE CURING PERIOD. DO NOT ALLOW GROUND BENEATH SLABS TO FREEZE. 4. PRIOR TO SLAB PLACEMENT, SUBMIT FOR INFORMATION ONLY A WRITTEN PROTECTION PRIOR TO SLAB PLACEMENT, SUBMIT FOR INFORMATION ONLY A WRITTEN PROTECTION PROGRAM FOR THE VAPOR RETARDER, SLAB SUBBASE, AND SLAB ON GRADE. 5. SLAB JOINTS ARE REQUIRED WHERE SHOWN ON PLAN. WHERE JOINTS ARE NOT SHOWN, PLACE SLAB JOINTS ARE REQUIRED WHERE SHOWN ON PLAN. WHERE JOINTS ARE NOT SHOWN, PLACE AT MAXIMUM INTERVALS OF 15' WITH A MAXIMUM ASPECT RATIO OF 1:1.5. 6. PROVIDE A SQUARE EDGE FORM JOINT FOR CONSTRUCTION JOINTS AND A SAW-CUT JOINT FOR PROVIDE A SQUARE EDGE FORM JOINT FOR CONSTRUCTION JOINTS AND A SAW-CUT JOINT FOR CONTRACTION JOINTS IN SLABS ON GRADE. SUBMIT JOINT LAYOUT TO THE ENGINEER FOR REVIEW IF LAYOUT VARIES FROM JOINT LOCATIONS SHOWN. 7. REINFORCE SLABS AS NOTED ON DRAWINGS. AT PERIMETER OF SLABS, LOCATE REINFORCING 3 REINFORCE SLABS AS NOTED ON DRAWINGS. AT PERIMETER OF SLABS, LOCATE REINFORCING 3 INCHES FROM SLAB EDGES. CONTINUE 50 PERCENT OF SLAB REINFORCEMENT THROUGH CONSTRUCTION AND CONTRACTION JOINTS. EXCEPT THAT FOR EXPOSED SLABS, BAR REINFORCEMENT SHALL NOT EXTEND THROUGH JOINTS AND JOINTS MUST BE DOWELED. 8. PROVIDE TWO #4 BARS, 4 FEET LONG, DIAGONAL AT CORNERS AND OPENINGS IN SLABS ON PROVIDE TWO #4 BARS, 4 FEET LONG, DIAGONAL AT CORNERS AND OPENINGS IN SLABS ON GRADE. 9. VERIFY SIZE AND LOCATION OF PLATFORMS, CURBS, OR PADS WITH MECHANICAL CONTRACTOR. VERIFY SIZE AND LOCATION OF PLATFORMS, CURBS, OR PADS WITH MECHANICAL CONTRACTOR. 10. SUBMIT SLAB POUR SEQUENCE BASED ON APPROVED JOINT LAYOUT FOR REVIEW PRIOR TO SUBMIT SLAB POUR SEQUENCE BASED ON APPROVED JOINT LAYOUT FOR REVIEW PRIOR TO SLAB PLACEMENT.

AutoCAD SHX Text GENERAL NOTES: : 1. DESIGNED IN ACCORDANCE WITH THE 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. DESIGNED IN ACCORDANCE WITH THE 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 2. DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED IN FIELD BY CONTRACTOR. DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED IN FIELD BY CONTRACTOR. 3. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING CONDITIONS AND/OR ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS. 4. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS WITHOUT PRIOR WRITTEN DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. 5. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PURPOSED DEVIATIONS OR CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PURPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED IN WRITING BY ENGINEER. 7. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MAY OCCUR DUE TO FAILURE BY THE CONTRACTOR TO EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES. 8. DO NOT SUSPEND MECHANICAL, ELECTRICAL, OR PLUMBING ITEMS FROM ROOF DECK. DO NOT SUSPEND MECHANICAL, ELECTRICAL, OR PLUMBING ITEMS FROM ROOF DECK. 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY AND FOR COMPLIANCE WITH ALL OSHA REGULATIONS DURING CONSTRUCTION.

AutoCAD SHX Text DESIGN DATA NOTES: : GENERAL: DESIGN PROVISIONS: 2025 RESIDENTIAL BUILDING CODE OF 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE AND ASCE 7-22 BUILDING OCCUPANCY CATEGORY II II TERRAIN/EXPOSURE CATEGORY B B 1. DEAD LOADS: DEAD LOADS: DECK: 8 PSF 8 PSF 8 PSF 2. LIVE LOAD: LIVE LOAD: DECK (BALCONY): 60 PSF 60 PSF 3. SNOW LOADS: SNOW LOADS: UNIFORM GROUND SNOW LOAD (Pg) 68 PSF 68 PSF *IN ACCORDANCE WITH SECTION 7.2 OF ASCE 7-22, THE GROUND SNOW LOAD (Pg) SHALL BE USED AS THE BALANCED SNOW LOAD FOR SNOW ACCUMULATION SURFACES NEAR GROUND LEVEL. DRIFTED, UNBALANCED, AND SLOPED-ROOF SLIDING SNOW AS PER AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD, ASCE 7-22. 4. SEISMIC LOADS: SEISMIC LOADS: SEISMIC USE GROUP: II II SITE CLASS: D D SHORT-PERIOD SPECTRAL ACCELERATION (SS): 0.140 0.140 SPECTRAL RESPONSE COEFFICIENT (SDS): 0.120 0.120 ONE-SECOND SPECTRAL ACCELERATION (S1): 0.041 0.041 SPECTRAL RESPONSE COEFFICIENT (SD1): 0.058 0.058 SEISMIC DESIGN CATEGORY (SDC): A A IMPORTANCE FACTOR (IE): 1.0 1.0 5. SOIL PRESSURE: SOIL PRESSURE: PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF 2,000 PSF 6. BUILDING IS NOT LOCATED WITHIN A FLOOD HAZARD AREA PER BCNYS 1612.3.BUILDING IS NOT LOCATED WITHIN A FLOOD HAZARD AREA PER BCNYS 1612.3.

AutoCAD SHX Text FOUNDATION NOTES: 1. BEAR FOOTINGS ON UNDISTURBED SOILS, OR SOILS DEEMED SUITABLE BY THE ENGINEER. BEAR FOOTINGS ON UNDISTURBED SOILS, OR SOILS DEEMED SUITABLE BY THE ENGINEER. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF MAXIMUM. BEARING STRATUM FOR THIS CAPACITY SHALL BE VERIFIED IN FIELD BY A LICENSED GEOTECHNICAL ENGINEER. 3. UNLESS OTHERWISE NOTED, MINIMUM DEPTH TO BOTTOM OF EXTERIOR FOOTINGS IS 4 FEET UNLESS OTHERWISE NOTED, MINIMUM DEPTH TO BOTTOM OF EXTERIOR FOOTINGS IS 4 FEET BELOW FINISH GRADE FOR FROST PROTECTION, AND MINIMUM DEPTH OF BOTTOM OF INTERIOR FOOTINGS IS AS NOTED ON PLANS. FOOTINGS SHALL BE STEPPED DOWN OR LOWERED TO REACH AN ACCEPTABLE BEARING STRATUM AS DETERMINED BY THE ENGINEER AND AS REQUIRED TO AVOID CONFLICTS WITH UTILITIES. 4. SOIL BEARING SURFACES PREVIOUSLY ACCEPTED BY THE ENGINEER WHICH ARE SUBSEQUENTLY SOIL BEARING SURFACES PREVIOUSLY ACCEPTED BY THE ENGINEER WHICH ARE SUBSEQUENTLY ALLOWED TO BECOME SATURATED, FROZEN, OR DISTURBED SHALL BE REWORKED TO SATISFACTION OF THE ENGINEER. 5. WHERE FOOTINGS ARE LOWERED IN ELEVATION DUE TO SOIL CONDITIONS, LOWER ADJACENT WHERE FOOTINGS ARE LOWERED IN ELEVATION DUE TO SOIL CONDITIONS, LOWER ADJACENT FOOTINGS IN ELEVATION IN ORDER THAT RATIO OF CLEAR DISTANCE BETWEEN NEAREST EDGE OF FOOTINGS TO DIFFERENCE IN ELEVATIONS BETWEEN BOTTOMS OF FOOTINGS SHALL NOT EXCEED 2:1. 6. DO NOT PLACE FOOTINGS IN WATER NOR ON FROZEN GROUND. DO NOT PLACE FOOTINGS IN WATER NOR ON FROZEN GROUND. 7. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. 8. CENTER FOOTINGS UNDER WALLS, PIERS, OR COLUMNS UNLESS NOTED OTHERWISE. CENTER FOOTINGS UNDER WALLS, PIERS, OR COLUMNS UNLESS NOTED OTHERWISE. 9. LAP FOOTING AND HORIZONTAL WALL REINFORCEMENT 40 BAR DIAMETERS OR A MINIMUM OF 2 LAP FOOTING AND HORIZONTAL WALL REINFORCEMENT 40 BAR DIAMETERS OR A MINIMUM OF 2 FEET AT SPLICES UNLESS NOTED OTHERWISE. 10. PLACE TRANSVERSE REINFORCEMENT IN CONTINUOUS FOOTINGS WHERE SHOWN IN BOTTOM PLACE TRANSVERSE REINFORCEMENT IN CONTINUOUS FOOTINGS WHERE SHOWN IN BOTTOM LAYER. 11. CAST STEPPED FOOTINGS MONOLITHICALLY. CAST STEPPED FOOTINGS MONOLITHICALLY. 12. DOWEL CONCRETE WALLS AND PIERS INTO FOOTINGS WITH DOWELS THE SAME SIZE AND DOWEL CONCRETE WALLS AND PIERS INTO FOOTINGS WITH DOWELS THE SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT, EXTEND DOWELS TO WITHIN 3 INCHES OF BOTTOM OF FOOTING, TERMINATED WITH A.C.I. STANDARD 90 DEGREE HOOK. LAP 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT UNLESS NOTED OTHERWISE. 13. AT INTERSECTIONS OF CONCRETE WALLS, PROVIDE CORNER BARS IN OUTER LAYER THE SAME AT INTERSECTIONS OF CONCRETE WALLS, PROVIDE CORNER BARS IN OUTER LAYER THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT AND LAP 2 FEET WITH MAIN STEEL AT "T” INTERSECTIONS, PROVIDE CORNER BARS FROM EACH LAYER IN INTERSECTING WALL TO INTERSECTIONS, PROVIDE CORNER BARS FROM EACH LAYER IN INTERSECTING WALL TO OUTER LAYER OF THROUGH WALL. 14. PLACE CONCRETE PIERS AND COLUMNS IN CONCRETE WALLS SIMULTANEOUSLY WITH WALLS. PLACE CONCRETE PIERS AND COLUMNS IN CONCRETE WALLS SIMULTANEOUSLY WITH WALLS. 15. CONCRETE WALLS SHALL ATTAIN A MINIMUM STRENGTH OF 70% REQUIRED COMPRESSIVE CONCRETE WALLS SHALL ATTAIN A MINIMUM STRENGTH OF 70% REQUIRED COMPRESSIVE STRENGTH BEFORE PLACING BACKFILL AGAINST THEM. 16. FOUNDATION WALL SHALL STEP BELOW ALL UTILITIES ENTERING THE BUILDING UNLESS FOUNDATION WALL SHALL STEP BELOW ALL UTILITIES ENTERING THE BUILDING UNLESS OTHERWISE NOTED. PROVIDE SLEEVES THROUGH FOUNDATION WALL FOR ALL UTILITY PENETRATIONS.

AutoCAD SHX Text CONCRETE NOTES: 1. CONCRETE STRENGTH, REFER TO SPECIFICATION SECTION 03 30 00 AND AS INDICATED BELOW: CONCRETE STRENGTH, REFER TO SPECIFICATION SECTION 03 30 00 AND AS INDICATED BELOW: MINIMUM DESIGN COMPRESSIVE STRENGTH: A. CYLINDRICAL FOUNDATION: 3,000 PSI AT 28 DAYS. CYLINDRICAL FOUNDATION: 3,000 PSI AT 28 DAYS. B. FOR SLABS-ON-GRADE AND SIDEWALKS: 4,500 PSI AT 28 DAYS. FOR SLABS-ON-GRADE AND SIDEWALKS: 4,500 PSI AT 28 DAYS. 2. CONCRETE DESIGN STANDARD: ACI 318; CONCRETE DETAILING STANDARD: ACI 315; CONCRETE CONCRETE DESIGN STANDARD: ACI 318; CONCRETE DETAILING STANDARD: ACI 315; CONCRETE SPECIFICATION STANDARD: ACI 301; CONCRETE FIELD REFERENCE MANUAL: ACI SP15. A COPY OF ACI 301 AND ACI SP15 SHALL BE KEPT ON-SITE DURING ALL CONCRETE WORK OPERATIONS. 3. ALL REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60, EXCEPT STIRRUPS AND ALL REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60, EXCEPT STIRRUPS AND TIES #4 OR SMALLER SHALL BE ASTM A615 GRADE 40. PROVIDE A MINIMUM LAP SPLICE OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED. ALL MESH REINFORCING SHALL COMPLY WITH ASTM A185 AND A82. 4. ALL REINFORCING IN STRUCTURAL SLABS SHALL BE PLACED AT SLAB MID-DEPTH, UNLESS ALL REINFORCING IN STRUCTURAL SLABS SHALL BE PLACED AT SLAB MID-DEPTH, UNLESS OTHERWISE NOTED. ALL SLAB REINFORCING, INCLUDING WELDED WIRE FABRIC REINFORCEMENT (WWF), SHALL BE SUPPORTED BY CHAIRS OR BOLSTERS. 5. PROTECT CONCRETE FROM PREMATURE DRYING IMMEDIATELY AFTER PLACEMENT. CURING OF PROTECT CONCRETE FROM PREMATURE DRYING IMMEDIATELY AFTER PLACEMENT. CURING OF CONCRETE SHALL START WITHIN TWO HOURS AFTER FINISHING OPERATIONS ARE COMPLETE AND REMAIN IN PLACE FOR A MINIMUM SEVEN (7) DAYS. REFER TO THE PROJECT MANUAL FOR ADDITIONAL CURING AND MOISTURE RETENTION REQUIREMENTS. 6. CRACKS AND IMPERFECTIONS THAT OCCUR IN SLABS SHALL BE FILLED, AFTER THE SLAB HAS CRACKS AND IMPERFECTIONS THAT OCCUR IN SLABS SHALL BE FILLED, AFTER THE SLAB HAS SUFFICIENTLY CURED, WITH A HIGH STRENGTH, HIGH FLOW GROUT. HIGH, LOW AND ROUGH SPOTS IN THE SLAB SURFACE ARE TO BE REPAIRED WITH FLASH PATCHING AND/OR GRINDING TO BRING THE TOP SURFACE OF THE SLAB TO A LEVELNESS REQUIRED BY THE FLOOR FINISH MATERIAL. REFER TO THE PROJECT MANUAL FOR LEVELNESS REQUIREMENTS RELATED TO FLOOR FINISHES. 7. CONCRETE FINISHES SHALL BE AS REQUIRED BY ACI 301, UNLESS OTHERWISE NOTED. ALL CONCRETE FINISHES SHALL BE AS REQUIRED BY ACI 301, UNLESS OTHERWISE NOTED. ALL CONCRETE REMAINING EXPOSED TO VIEW AT THE COMPLETION OF CONSTRUCTION SHALL BE CONSIDERED "ARCHITECTURAL CONCRETE" UNLESS OTHERWISE NOTED. THIS INCLUDES THE PORTION OF THE FOUNDATION WALL EXPOSED TO THE EXTERIOR BELOW THE BRICK VENEER. "ARCHITECTURAL CONCRETE" REQUIRES A RUBBED FINISH. THE RUBBED FINISH SHALL BE INSTALLED IMMEDIATELY UPON FORM REMOVAL. 8. THE CONTRACTOR SHALL COORDINATE THE FINAL SIZE AND LOCATION OF ALL OPENINGS, THE CONTRACTOR SHALL COORDINATE THE FINAL SIZE AND LOCATION OF ALL OPENINGS, PENETRATIONS AND UTILITIES. THE FINAL SIZE AND LOCATION OF ALL ITEMS AFFECTING THE CONCRETE WORK SHALL BE INDICATED ON THE CONCRETE REINFORCING PLACING SHOP DRAWING AT THE TIME OF SUBMISSION FOR REVIEW. ALL OPENINGS SHALL HAVE REINFORCING PER THE "TYPICAL OPENING DETAIL." 9. CONCRETE SURFACE TREATMENT/CURING COMPOUNDS TO BE APPLIED TO ENTIRE SLAB CONCRETE SURFACE TREATMENT/CURING COMPOUNDS TO BE APPLIED TO ENTIRE SLAB SURFACE AND ALL EXPOSED INTERIOR HORIZONTAL AND VERTICAL FOUNDATION WALL SURFACES. TREATMENT TO BE APPLIED IMMEDIATELY FOLLOWING FINISHING OPERATION, AS SOON AS SURFACE IS WALKABLE, AND BEFORE HAIRLINE CRACKING BEGINS. REFER TO THE PROJECT MANUAL FOR ACCEPTABLE SURFACE TREATMENTS.

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x 4" OR 2" x 3" WOOD BRACING, DOUBLE-CROSSED AND NAILED BOTH ENDS TO JOISTS, OR USE SOLID WOOD BRIDGING 2" THICK BY DEPTH OF JOISTS, AND NAILED TO JOIST. 5. PROVIDE DRESSED LUMBER S25 BASED ON MINIMAL SIZES SHOWN ON DRAWINGS. PROVIDE DRESSED LUMBER S25 BASED ON MINIMAL SIZES SHOWN ON DRAWINGS. 6. PLYWOOD TO MEET AMERICAN PLYWOOD ASSOCIATION GRADING. PLYWOOD TO MEET AMERICAN PLYWOOD ASSOCIATION GRADING. 7. STRUCTURAL FRAMING TO BE DOUGLAS FIR NO 1. OR BETTER. Fb MIN. = 1000 PSI, E MIN. = STRUCTURAL FRAMING TO BE DOUGLAS FIR NO 1. OR BETTER. Fb MIN. = 1000 PSI, E MIN. = 1,500,000 PSI. 8. ALL MEMBERS SHALL BE SURFACE DRY AND HAVE A MAXIMUM MOISTURE CONTENT OF 19 ALL MEMBERS SHALL BE SURFACE DRY AND HAVE A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. STRESS INCREASE SHALL BE 15% FOR LIVE LOAD ONLY. 9. CONNECTIONS SHALL MEET THE FOLLOWING REQUIREMENTS: CONNECTIONS SHALL MEET THE FOLLOWING REQUIREMENTS: A) ALL BOLTS SHALL BE ASTM A307. OVERSIZED WASHERS SHALL BE USED BETWEEN THE ALL BOLTS SHALL BE ASTM A307. OVERSIZED WASHERS SHALL BE USED BETWEEN THE HEAD OF NUT AND THE WOOD MEMBER. B) ALL PREFABRICATED CONNECTIONS BY SIMPSON STRONG TIE (OR APPROVED EQUAL). ALL PREFABRICATED CONNECTIONS BY SIMPSON STRONG TIE (OR APPROVED EQUAL). C) FASTENING STAPLES ARE UNACCEPTABLE.FASTENING STAPLES ARE UNACCEPTABLE.

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2 STORY WD. FR. #3601

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1 STORY

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DECK

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SHED

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REFUSE

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EX. F.F. 913.47'

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AutoCAD SHX Text 913.37'

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AutoCAD SHX Text 912.79'

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AutoCAD SHX Text 912.55'

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912.9'±MATCH EX. (VIF)

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AutoCAD SHX Text 912.74'

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AutoCAD SHX Text 912.50'

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AutoCAD SHX Text 912.89'

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AutoCAD SHX Text C500

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AutoCAD SHX Text C500

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UTILITY POLE

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CATCH BASIN (ROUND)

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SANITARY MANHOLE

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MH

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CB

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MH

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%%UEXISTING

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%%UNEW

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STORM MANHOLE

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XXX

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CONTOUR LINE

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FENCE LINE

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STORM LINE

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PROPERTY LINE

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POINT ELEVATION

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XX.XX

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XX.XX

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SANITARY SEWER

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UNDERGROUND GAS

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BUILDING

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GRASSED AREAS

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STORMWATER DRAINAGE PATH

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CONCRETE

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SINGLE POST SIGN

AutoCAD SHX Text 12/05/2025

AutoCAD SHX Text 25-2334

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AutoCAD SHX Text IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ARCHITECT/ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERAION, THE SIGNATURE AND DATE. THE UNDERSIGNED ARCHITECT/ENGINEER STATES THAT TO THE BEST OF THEIR KNOWLEDGE, INFORMATION, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2025 NEW YORK STATE FAMILY OF CODES, AND THE 2023 NATIONAL ELECTRICAL CODE. 2025

AutoCAD SHX Text Endwell, New York 13760

AutoCAD SHX Text 3601 Scribner Drive

AutoCAD SHX Text Water Remediation

AutoCAD SHX Text Broome DDSO Scribner Drive

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EXPIRATION: 04/30/2028

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CERTIFICATE OF

AutoCAD SHX Text AUTHORIZATION No. 0021429

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PROJECT NO.

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PROJECT TITLE

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BY

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DATE

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REVISION

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APPROVED BY

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CHECKED BY

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DRAWN BY

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DATE

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SHEET TITLE

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SHEET NO.

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AS NOTED

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MSB

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MSB

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%%USITE PLAN

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AutoCAD SHX Text C100

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SCALE: 1" = 10'-0"

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LEGEND

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NORTH

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SCALE: 1" = 10'

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AutoCAD SHX Text 1 North Park Row Clinton, NY 13323-1536

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ARCHITECTURAL ENGINEERING

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NELSON ASSOCIATES

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SITE PLANS

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1. REMOVE EXISTING CONCRETE SLAB ON GRADE IN ITS ENTIRETY. REMOVE EXISTING CONCRETE SLAB ON GRADE IN ITS ENTIRETY. 2. REMOVE EXISTING WOOD FRAMED DECK IN ITS ENTIRETY. REMOVE EXISTING WOOD FRAMED DECK IN ITS ENTIRETY. 3. REMOVE EXISTING WOOD SUPPORT POSTS IN THEIR ENTIRETY. EXISTING PORCH REMOVE EXISTING WOOD SUPPORT POSTS IN THEIR ENTIRETY. EXISTING PORCH ROOF ABOVE TO REMAIN. PROVIDE TEMPORARY SHORING AS REQUIRED TO FACILITATE WORK AND PROTECT EXISTING CONSTRUCTION IN PLACE. 4. REMOVE A PORTION OF EXISTING CHAIN LINK FENCE AS REQUIRED TO REMOVE A PORTION OF EXISTING CHAIN LINK FENCE AS REQUIRED TO FACILITATE WORK. COORDINATE WITH NEW WORK DRAWINGS FOR EXTENTS. SALVAGE COMPONENTS FOR REUSE TO THE GREATEST EXTENT POSSIBLE. BACKFILL ANY REMAINING HOLES WITH SUITABLE FILL AND COMPACT. 5. CLEAR DEBRIS FROM EXISTING WINDOW WELLS. CLEAR DEBRIS FROM EXISTING WINDOW WELLS. 6. REMOVE EXISTING LANDSCAPING, STONE, AND ASSOCIATED APPURTENANCES IN REMOVE EXISTING LANDSCAPING, STONE, AND ASSOCIATED APPURTENANCES IN THEIR ENTIRETY. 7. REMOVE EXISTING DOWNSPOUT KICKOUT IN ITS ENTIRETY. REMOVE EXISTING DOWNSPOUT KICKOUT IN ITS ENTIRETY. PREPARE EXISTING DOWNSPOUT TO RECEIVE NEW WORK.

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DEMOLITION NOTES

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GENERAL NOTES

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1. DESIGNED IN ACCORDANCE WITH THE 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE DESIGNED IN ACCORDANCE WITH THE 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE (RBCNYS). 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS FROM CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS FROM THE CITY. 3. DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS SHALL BE VERIFIED IN FIELD BY DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS SHALL BE VERIFIED IN FIELD BY CONTRACTOR. 4. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS. 5. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PURPOSED DEVIATIONS OR CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PURPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER. 6. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BY USE OF GPR BEFORE CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BY USE OF GPR BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES. 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY AND FOR COMPLIANCE WITH ALL OSHA REGULATIONS DURING CONSTRUCTION. 8. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (NYS SSESC). 9. ALL CONSTRUCTION WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE ALL CONSTRUCTION WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE NOISE, DUST, AND DISTURBANCE. 10. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN AND REPAIR ANY DAMAGES CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN AND REPAIR ANY DAMAGES PROMPTLY TO ORIGINAL CONDITION. 11. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS, UNLESS DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS, UNLESS OTHERWISE INDICATED. 12. ALWAYS SLOPE FINISHED GRADE SURFACES AWAY FROM BUILDINGS TO CREATE POSITIVE ALWAYS SLOPE FINISHED GRADE SURFACES AWAY FROM BUILDINGS TO CREATE POSITIVE DRAINAGE.

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%%UDEMOLITION PLAN

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SCALE: 1" = 10'-0"

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KEYED NOTES

1. PROVIDE WATERPROOFING SYSTEM AGAINST EXISTING FOUNDATION WALL. PROVIDE WATERPROOFING SYSTEM AGAINST EXISTING FOUNDATION WALL. REFER TO DETAIL 1/C500. 2. PROVIDE PERFORATED PVC UNDERDRAIN AS SHOWN. SIZE TO MATCH EXISTING. PROVIDE PERFORATED PVC UNDERDRAIN AS SHOWN. SIZE TO MATCH EXISTING. PROVIDE APPURTENANCES AS REQUIRED TO CONNECT TO EXISTING UNDERDRAIN. REFER TO DETAIL 1/C500. 3. PROVIDE WOOD FRAMED LANDING AS ILLUSTRATED. MATCH WIDTH OF EXISTING DECK. PROVIDE WOOD FRAMED LANDING AS ILLUSTRATED. MATCH WIDTH OF EXISTING DECK. REFER TO DETAIL 2/C500. 4. PROVIDE SMOOTH TRANSITION BETWEEN DOOR THRESHOLD AND FINISH DECKING. PROVIDE SMOOTH TRANSITION BETWEEN DOOR THRESHOLD AND FINISH DECKING. 5. PROVIDE 4-INCH THICK CONCRETE SLAB ON GRADE. LOCATE TOOLED CONTROL JOINTS PROVIDE 4-INCH THICK CONCRETE SLAB ON GRADE. LOCATE TOOLED CONTROL JOINTS AS SHOWN. REFER TO DETAILS 1-4/C500. SLOPE TO ACHIEVE SPOT ELEVATIONS SHOWN AND ENSURE POSITIVE DRAINAGE AWAY FROM THE EXISTING RESIDENCE. NOTE: SPOT ELEVATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR. 6. DESIGNED DRAINAGE PATH. DESIGNED DRAINAGE PATH. 7. PROVIDE 6x6 P.T. POSTS FOR SUPPORT OF EXISTING PORCH ROOF ABOVE. PROVIDE 6x6 P.T. POSTS FOR SUPPORT OF EXISTING PORCH ROOF ABOVE. REFER TO DETAIL 3/C500. 8. REINSTALL EXISTING FENCE AT COMPLETION OF WORK. PROVIDE NEW APPURTENANCES REINSTALL EXISTING FENCE AT COMPLETION OF WORK. PROVIDE NEW APPURTENANCES AS REQUIRED FOR A COMPLETE, FULLY FUNCTIONAL INSTALLATION. 9. RESTORE ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT. RESTORE ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT. REFER TO DETAIL 5/C500. 10. REGRADE AREA BETWEEN EXISTING RESIDENCE AND EXISTING SIDEWALK AS SHOWN TO REGRADE AREA BETWEEN EXISTING RESIDENCE AND EXISTING SIDEWALK AS SHOWN TO ENSURE POSITIVE DRAINAGE AWAY FROM THE EXISTING RESIDENCE. WORK AREA SHOWN AS POCHE. RESTORE ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT. REFER TO DETAIL 5/C500. 11. PROVIDE HINGED DOWNSPOUT KICKOUT ON EXISTING DOWNSPOUT. PROVIDE HINGED DOWNSPOUT KICKOUT ON EXISTING DOWNSPOUT. 12. PROVIDE PRECAST CONCRETE SPLASH PAD AT DISCHARGE POINT OF SPRINKLER PROVIDE PRECAST CONCRETE SPLASH PAD AT DISCHARGE POINT OF SPRINKLER INSPECTOR TEST. MINIMUM 12"W x 24"L x 3"H. 13. PROVIDE PLASTIC WINDOW WELL COVER. SIZE AS REQUIRED TO COVER THE EXISTING PROVIDE PLASTIC WINDOW WELL COVER. SIZE AS REQUIRED TO COVER THE EXISTING WINDOW WELL. BASIS OF DESIGN: AS MANUFACTURED BY MACCOURT PRODUCTS, INC. 14. LIFT AND RESET EXISTING CONDENSING UNIT AND BACKUP GENERATOR AS REQUIRED TO LIFT AND RESET EXISTING CONDENSING UNIT AND BACKUP GENERATOR AS REQUIRED TO FACILITATE WORK.

C500

%%UTYPICAL SIDEWALK DETAIL

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SCALE: 3/4" = 1'-0"

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%%UFOUNDATION WATERPROOFING SECTION

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%%ULANDING SECTION

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%%USUPPORT POST SECTION

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2% CROSS SLOPE MAX

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AutoCAD SHX Text 4" THICK CONCRETE SLAB ON GRADE, REINFORCE w/ 6x6 W1.4xW1.4 WWF

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COMPACTED GRAVEL

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EXISTING SUBGRADE

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FINISH GRADE, SLOPE AT 1V:4H MAX

AutoCAD SHX Text NOTE: 1. PROVIDE TOOLED CONTROL JOINTS PROVIDE TOOLED CONTROL JOINTS SPACED AT 5'-0" O.C. MAXIMUM

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EXISTING FOUNDATION WALL, VIF

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EXISTING FLOOR STRUCTURE, VIF

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EXISTING EXTERIOR WALL, VIF

AutoCAD SHX Text 1x6 COMPOSITE FASCIA BOARD, BASIS OF DESIGN: MOISTURESHIELD ELEVATE, COLOR: LAKE FOG

AutoCAD SHX Text FRAME LANDING w/ 2x6 P.T. SPACED @ 16" O.C. MAX

AutoCAD SHX Text 1x6 COMPOSITE DECKING w/ COATED HIDDEN FASTENERS, BASIS OF DESIGN: MOISTURESHIELD ELEVATE, COLOR: LAKE FOG

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1/2" THICK CLOSED CELL FOAM JOINT FILLER AND SEALANT

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PROVIDE SMOOTH TRANSITION BETWEEN EXISTING DOOR THRESHOLD AND FINISH DECKING

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4" THICK CONCRETE SLAB ON GRADE, SLOPE PER PLAN

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PICTURE FRAME AS ILLUSTRATED

AutoCAD SHX Text 6x6 W1.4xW1.4 WWF, PLACE ON CHAIRS TO LOCATE AT MID-DEPTH OF SLAB

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6" THICK COMPACTED GRAVEL SUBBASE

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EXISTING SUBGRADE

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ENSURE EXISTING METAL FLASHING LAPS TOP OF FOUNDATION WALL

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4" THICK CONCRETE SLAB ON GRADE, SLOPE PER PLAN

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6" THICK COMPACTED GRAVEL SUBBASE

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EXISTING SUBGRADE

AutoCAD SHX Text 2'x2'x8" THICK SLAB HAUNCH AT POST LOCATION

AutoCAD SHX Text REINFORCE SLAB HAUNCH w/ (3)#4 BARS, EACH WAY

AutoCAD SHX Text STANDOFF POST BASE, SST ABU66SS OR APPROVED EQ., CONNECT TO SLAB ON GRADE w/ S.S EPOXY ANCHORS, 5/8" x 6" EMBED

AutoCAD SHX Text 6x6 P.T. SUPPORT POST, ALIGN TO EXISTING SUPPORT POST LOCATIONS, VIF

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EXISTING ROOF STRUCTURE, VIF

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EXISTING GUTTER, VIF

AutoCAD SHX Text EXISTING (2)2x8, VIF

AutoCAD SHX Text CONNECT EXISTING (2)2x8 TO SUPPORT POST w/ LAG SCREWS, 5/16" x 5" LENGTH,MIN. (3) PER BEAM END

AutoCAD SHX Text NOTCH TOP OF SUPPORT POST TO ALLOW EXISTING (2)2x8 TO BEAR AS SHOWN

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PERFORATED PVC FOUNDATION DRAIN, TIE-INTO EXISTING, FIELD VERIFY SIZE AND TYPE

AutoCAD SHX Text INSTALL DRAINAGE COURSE SURROUNDING FOUNDATION DRAIN, 6" MIN. ALL SIDES, WRAP w/ NON-WOVEN GEOTEXTILE

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EXISTING SUBGRADE

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EXISTING FOUNDATION WALL, VIF

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EXISTING BASEMENT SLAB ON GRADE, VIF

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EXISTING FOOTING, VIF

AutoCAD SHX Text FOUNDATION WATERPROOFING MEMBRANE, BASIS OF DESIGN: AG FOUNDATION WRAP BY DMX MEMBRANES OR APPROVED EQUAL

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BACKFILL AGAINST WATERPROOF MEMBRANE WITH DRAINAGE COURSE, MIN. 12" WIDTH

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EXISTING EXTERIOR WALL, VIF

AutoCAD SHX Text 6x6 W1.4xW1.4 WWF, PLACE ON CHAIRS TO LOCATE AT MID-DEPTH OF SLAB

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6" THICK COMPACTED GRAVEL SUBBASE

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EXISTING SUBGRADE

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4" THICK CONCRETE SLAB ON GRADE, SLOPE PER PLAN

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TYPICAL GRASS

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%%URESTORATION DETAIL

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SCALE: NONE

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EXISTING SUBGRADE

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4" TOPSOIL, SEED FERTILIZER AND MULCH

AutoCAD SHX Text DETAIL NOTES: GRASS SEED MIX SHALL CONTAIN THE FOLLOWING OR OF SIMILAR MIXTURE: 1. 40% OF CREEPING RED FESCUE 40% OF CREEPING RED FESCUE (FESTUCA RUBRA) 2. 30% OF KENTUCKY BLUEGRASS 30% OF KENTUCKY BLUEGRASS (POA PRATENSIS) 3. 30% OF PERENNIAL RYEGRASS 30% OF PERENNIAL RYEGRASS (LOLIUM PERENNE) APPLY AT A RATE OF 4-6LBS PER 1,000SF

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1/2" THICK CLOSED CELL FOAM JOINT FILLER AND SEALANT

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INFILL PORTION OF EXISTING SIDING WHICH IS MISSING BEHIND EXISTING DECKING

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2'-0" SQ.

AutoCAD SHX Text 12/05/2025

AutoCAD SHX Text 25-2334

AutoCAD SHX Text C

AutoCAD SHX Text IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ARCHITECT/ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERAION, THE SIGNATURE AND DATE. THE UNDERSIGNED ARCHITECT/ENGINEER STATES THAT TO THE BEST OF THEIR KNOWLEDGE, INFORMATION, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2025 NEW YORK STATE FAMILY OF CODES, AND THE 2023 NATIONAL ELECTRICAL CODE. 2025

AutoCAD SHX Text Endwell, New York 13760

AutoCAD SHX Text 3601 Scribner Drive

AutoCAD SHX Text Water Remediation

AutoCAD SHX Text Broome DDSO Scribner Drive

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EXPIRATION: 04/30/2028

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CERTIFICATE OF

AutoCAD SHX Text AUTHORIZATION No. 0021429

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BY

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DATE

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REVISION

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SCALE

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APPROVED BY

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CHECKED BY

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DRAWN BY

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DATE

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AS NOTED

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MSB

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PROJECT NO.

AutoCAD SHX Text 1 North Park Row Clinton, NY 13323-1536

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ARCHITECTURAL ENGINEERING

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NELSON ASSOCIATES

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SHEET NO.

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SECTIONS AND DETAILS

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