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HomeMy WebLinkAbout7883 —F-5-yi�+5- -r a Owner: Bausch, Rebecca File M 7883p Address: 50 Breitstadt Ct Code: 18RL �5 Agent Info David Burns & Rebecca Bausch 26 Bellair Dr Dobbs Ferry, NY 10522 Phone: 347-837-0675 Fax: Email: davidpaulburns@gmaill.com BOARD MEMBERS �*OF SOUjy® Southold Town Hall Leslie Kanes Weisman, Chairperson �® 53095 Main Road • P.O. Box 1179 .� .� Southold,NY 11971-0959 Patricia Acampora T = Office Location: Eric Dantes i� Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento �"OUNTI Southold,NY 11971 RECEIVED http://southoldtownny.gov '� G^ °( �-� Am ZONING BOARD OF APPEALS MAR 2 5 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 21, 2024 ZBA FILE: #7883 NAME OF APPLICANT: David Burns & Rebecca Bausch PROPERTY LOCATION: 50 Breidstadt Court, Southold SCTM No. 1000-70-9-29 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and detennines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, pen-nit, or interpretation requested in this application is listed under-the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Notice of Disapproval referred to a survey that was dated September 3, 1968. The most recent survey of the property dated September 19, 2023 prepared by Nathan Taft Corwin, III, L.S. depicts the subject property as a non-conforming 20,584 sq. ft. parcel located in an R-40 Zoning District. The property has a road frontage of 124.45 feet along Breitstadt Court, curves towards Clearview Avenue 39.27 feet,then fronts Clearview Avenue measuring 105.00 feet,then measures 165.60 feet along the rear property line. The property is improved with a one story house with garage with a Certificate of Occupancy # 3305, dated October 18, 1968. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's December 14, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required minimum rear yard setback of 50 feet;2)more than the code permitted maximurn lot coverage of 20%; located at: 50 Breitstadt Court, Southold,NY. SCTM No. 1000-70-9-29. RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to the front and rear of the dwelling and construct an in-ground pool surrounded by a patio: 1. Proposed rear yard setback of 32.8 feet where a minimum of 50 feet is required. 2. Proposed lot coverage of 22.3% where a maximum of 20% is required. ADDITIONAL INFORMATION: During the hearing, the owner provided staternents that the proposed porch roof will cover an already existing raised concrete patio. It was also stated that the existing sanitary system is in the northeast corner of the rear-yard. The owner agreed that there needs to be evergreen screening for the proposed pool so as to not be seen from the road. Page 2, March 21,2024 #7883, Bausch SCTM No. 1000-70-9-29 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 7, 2024, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations are all one-story in keeping with the existing residence. The proposed porch roof that required rear yard relief is going over an existing raised patio. The proposed pool will not be seen from the street with appropriate landscape screening. Therefore, the proposed additions and alterations to this residence will not produce an undesirable change to the character of the neighborhood. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue,other than an area variance. Any addition to the rear of the house will require variance relief, as the existing house violates the required 50 ft setback. As for the lot coverage variance,the majority of the non-conformance is with the proposed accessory pool. This pool has no impact on the surrounding neighborhood, as it is non-habitable space, and will not be seen from the road. 3. Town Law U67-b(3)(b)(3). The variances granted herein are mathematically substantial: 1. The proposed rear yard setback represents a 34% relief from the code. 2. The proposed lot coverage of 22.3 %represents a 10 %relief from the code. However, the covered porch that requires the rear yard setback variance is going to be placed over an existing raised patio that already exists at this setback. The lot coverage relief is mainly for the proposed swimming pool. This is not a habitable space. 4. Town Law U67-b(30)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. 5. Town Law U67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy the benefit of additions and alterations to the house,and an accessory swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member ,and duly carried, to GRANT the variances as applied for, and shown on the Survey by Nathan Taft Corwin, III, Land Surveyor, dated September 19, 2023, and the Architectural Plans prepared by David Paul Burns, Architect, dated July 26, 2023. Page 3,March 21,2024 #7883, Bausch SCTM No. 1000-70-9-29 SUBJECT TO THE FOLLOWING CONDITIONS: 1. Evergreen screening shall be.planted and maintained around the proposed pool,to block the view from the road. 2. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a sound deadening shed type of enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 3. Drywell for pool de-watering shall be installed. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.'Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora, and Lehnert. (5-0) r! Leslie Kanes Weisman, Chairperson Approved for filing / /2024 DEC 2 0 20�3 SURVEY OF LOT 16 MAP OF SMITHFIELD PARK FILE No. 4770 FILED DECEMBER 27, 1966 SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-29 SCALE 1 "=20" SEPTEMBER 19, 2023 r S 75°1 , , zpT 9 3� AREA = 20,584 sq. ft. 'upNNp.�NC, PVCn� ^ PICkEr CC U 0.473 a c. d • hw2 G R1 PVC P /C a� • je: +e\• �,\� N/ _mi Wool) K ONCE � 5.00 �.J • e o d' \ POSp 4 N7Rf �NCf 0. w . •.. .A a �/Cf • \ ... ::... A! FUND V v, • N 0: ::::::..� iT�o e CO M FINAL MAP :.$�Jc... p.3S \ \ 1 < 34.E oRCOL w E�IIEC . Y ZBA � T.F�\� �B4S t�O�N U `i L)E C,F S 1 V I V TT W c d . \ c� ( ww y DATED: co \ Q0• C9� 0/p/( �(( C1P J40" EXISTING LOT COVERAGE DATA �, y N0p►vw�vr .......... /60�FX/g �R_cH < ev OPT O yy T p�' EXIST. HOUSE AREA X LOT COVERAGE .• PoRcy "� �� :`'o: : ......:. 2,587 sq. ft. 12.6% <, :: 'e.....:::::: Tp$ s q w . & FRONT PORCH d" :....ate:;::.;. q i%, a�3 REAR PATIO 380 sq. ff. 1.8% C v' 4' ':'..:'U:'::::::•� M e d Q .2. :.. �L``/7/J ..:. :� : :..n,� C TOTAL 2,967 sq. ft. 14.4% /wO ea.. a �• .:e .m ///�/m 40• •' pCF(/,,,, :;::?`.; :.'. ::;:;'r• C' v MAXIMUM 4,117 sq. ft. 20% to ke BR�y,K,��,°(e�y�R 3�1�7 = •`••• 3�.8. $� � PROPOSED LOT COVERAGE DATA �l \ � %P �oN y ?' ''`i' ' 3 DESCRIPTION AREA X LOT COVERAGE EXIST. HOUSE & FRONT PORCH 2,587 sq. ft. 12.6% �vo I I s$34> pFc Q '1� (2) PROPOSED ADDITIONS 813 sq. ft. 4.0% 6 0 ::::` : : :t .:.:. ,: :..;::•:..: :•....:.... ..:..:.. .:::.::•..: .. �p�...•. Q PROPOSED PORCH 380 sq. ff. 1.8% :.N:::.. :...... .:.......... :.` ':.i::',. : ::;:'0::::::::::::'::• PROPOSED POOL 800 sq. ft. 3.9% 0 o A. Q ::::Q:.:::.:..:.:;.. TOTAL 4 580 s ft. 22.3% r :'y�'::' 0:::::;.: N q 0 3�: :: y�D :. : O Caws MAXIMUM 4,117 20% wQe :� ,C . ,*..:.:.mo ............ ::.. 0 0 Ce39 90 C O M•9>� w�0 Pow /�� TO i�}1180SU UNAUTHORIZED ALTERATION IS AA VIOLATION OF DIiION 48.4 ,;``.. � \( RkC O� V'`/ EDUCATIONSECTION ZLAW.09 OF THE NEW YORK STATE COPIES OF THIS SURVEY MAP NOT BEARING 0 •S)V (� THE LAND SURVEYORS INKED SEAL OR �TO BE AEMBOSSVAUD TR SEAL UE COPY.NOT 8E CONSIDERED 6, `� O�O•�3� \� CERTIFICATIONS INDICATED HEREON SHALL RUN T ONLY TO THE PERSON FOR WHOM THE SURVEY S COHC° IS PREPARED, AND ON HIS TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND �+. LENDING INSTITUTION LISTED HEREON, AND ArpN TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE- OP THE EXISTENCE OF RIGHT OF WAYS 4� PALS AND/OR EASEMENTS OF RECORD, IF QVp ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan� Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ESTABLISHED;, BY THE L.IAL.S. AND APPROVED AND ADOPTED. TTITLEOSASSOCIATIOBY THE NEW YORK STATE LAND Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. = Joseph A. Ingegno LS. R Title Surveys — Subdivisions — Site Plans — Construction Layout <�ao*w n:w PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAIUNG ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 N.Y.S. Uc. No. 50467 E—Mail: NCorwin30aol.com 43-1721 - " -- 1 -) j DEC 2 0 2073 � ---_________ _,. I . GENERAL NOTES- PLUMBING- SECTION AJS01 ` _ SECTION R314 SMOKE ALARMS- ENERGY NOTES- GENERAL NOTES- 1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE ALTERATIONS- R314.1 GENERAL. 1.ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK. REPORT,IN WRITING,TO THE ARCHITECT AND INSTALLATION, AJ501.1 SCOPE. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO OF WORK&SHALL COMPLY ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION AJ301 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.LEVEL 1 R314.1.1 LISTINGS. EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS EXECUTION AND COMPLETION OF THE WORK. 3. INSULATE ALL WATER PIPING. ALTERATIONS TO HISTORIC BUILDINGS SHALL COMPLY WITH THIS SECTION,EXCEPT AS MODIFIED IN SECTION AJ901. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR OTHER APPROVED PARTY AND POSTED ON MATERIAL REMOVAL&DISPOSAL 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE IRCONYS,OSHA,AND THE 4, ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. A1501.2 CONFORMANCE. SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED,A UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE T CONTRACTOR LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. 5, PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. AN EXITING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN R314.2 WHERE REQUIRED. BUILDING.WHERE LOCATED ON AN ELECTRICAL PANEL THE CERTIFICATEHE C N S&E SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE NEW ITS EXISTING CONDITION.EXCEPTION.WHERE THE CURRENT LEVEL OF SAFETY OR SANITATION IS PROPOSED TO BE REDUCED SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THISSECTION. SHALL NOT COVER OR OBSTRUCT THE THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES 3. Q VISIBILITY OF THE CIRCUIT DIRECTORY LABEL,SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. DRAWINGS.THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY YORK STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. THE PORTION ALTERED SHALL CONFORM TO THE REQUIREMENTS OF THIS CODE. R314.21 NEW CONSTRUCTION. 3.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY Be MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT AJ501.3 FLOOD HAZARD AREAS. SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. INSULATION ON THE SURROUNDING SURFACES. THE ARCHITECT ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS ASREQ'D. SPECIFICALLY REQUIRED BY THE CODE. IN FLOOD HAZARD AREAS,ALTERATIONS THAT CONSTITUTE SUBSTANTIAL IMPROVEMENT SHALL REQUIRE THAT THE BUILDING R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. 4.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON COMPLY WITH SECTION R322 OF THIS CODE. EXISTING DWELLINGS UNDERGOING REPAIR,ALTERATION,CHANGE WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD THESE DOCUMENTS.THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 4. DO NOT SCALE THE DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT HEATING AND COOLING- IR ) FOR CLARIFICATION. 1. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WiTH CHAPTER 14 OF THE RCONYS.. AJ501.4 BUILDING ELEMENTS AND MATERIALS. OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. "METHODS&MEANS"OF CONSTRUCTION.THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. 2. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. BUILDING ELEMENTS AND MATERIALS USED FOR ALTERATIONS LEVEL 1 SHALL COMPLY WITH THIS SECTION. WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. 5.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN SUPERVISION. ALL SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, AJ501.4.1 INTERIOR FINISHES. R314.2.3 ATTACHED GARAGES. CZ 4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. b. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. ALL NEWLY INSTALLED INTERIOR FINISHES SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF HEAT DETECTION RATED FOR THE AMBIENT OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE b.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 FOR DUCTS 3"DIAMETER (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CHAPTER 3 OF THIS CODE. ATTACHED TO OR LOCATED WITHIN WITHIN NEW AND EXISTING DWELLINGS.HEAT DETECTION SHALL BE INSTALLED IN A OR GREATER,AND R-6 FOR DUCTS LESS THAN 3"IN DIAMETER,EXCEPT DUCTS THAT ARE LOCATED CONSTRUCTION. AJ501.4.2 MATERIALS AND METHODS. CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. ELECTRICAL- 7. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL�NTILATION TO BE VENTED AS PER TABLE M1505.4.4: ALL NEW WORK SHALL COMPLY WITH MATERIALS AND METHODS REQUIREMENTS OF THIS CODE. INSTRUCTIONS. 6A.DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 1. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE RCONYS AND WITH THE NYS ENERGY PROVIDE ASWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. A1501.4.3 REPLACEMENT DOOR AND WINDOW DIMENSIONS. EXCEPTION:HEAT DETECTION IS NOT REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER 7.DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. B. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE CODE.REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. MINOR REDUCTIONS IN THE CLEAR OPENING DIMENSIONS OF REPLACEMENT DOORS AND WINDOWS THAT RESULT FROM THE R314.3 LOCATION. 8.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE NOTES AND SPECIFICATIONS USE OF DIFFERENT MATERIALS SHALL BE ALLOWED. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 9.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105 F DEGREES OR<55F DEGREES SHALL UNDERWRITERS,AND ALL STATE AND LOCAL STANDARDS. 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, A7501.4,3.1 REPLACEMENT WINDOWS. 1.IN EACH SLEEPING ROOM BE INSULATED WITH R-3 MINIMUM. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE THE REPLACEMENT OF EMERGENCY ESCAPE AND RESCUE OPENING WINDOWS IN CONFORMANCE WITH THE CODE IN EFFECT 2,OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 10.MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC AMC. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. AT THE TIME OF CONSTRUCTION SHALL NOT REQUIRE COMPLIANCE WITH SECTION R310. 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING 11.EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA -'-'""""•"""""'"'""""""'--"- --w--••----.,. AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL 10.PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 RCONYS. WHERE AND EQUIPMENT, A1501.4.4 REROOFING. CRAWL SPACES AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES AS PROVIDED BY A THIRD ` MECHANICAL EQUIPMENT 15 LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. INSPECTORS. WHERE ALTERATION WORK INCLUDES RECOVERING OR REPLACING AN EXISTING ROOF COVERING,THE PROVISIONS OF THIS INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR PARTY HERS RATER IF REQUIRED. "'-^^`--^^^*^� 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER I , VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS:THE MINIMUM NET AREA OF VENTILATION SECTION SHALL APPLY.REROOFING SHALL BE IN ACCORDANCE WITH SECTION R908 THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL 12.LIGHTING-NOT LESS THAN 90"/o OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY L.-s INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. .R� , OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA ONE SUCH VENTILATING A1501.5 MEANS OF EGRESS. 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 MM)HORIZONTALLY FROM THE DOOR OR OPENING OF A HIGH-EFFICACY LAMPS. „!'", - 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC.-TO PROVIDE COMPLETE . 4"., OPENING SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. MEANS OF EGRESS FOR BUILDINGS UNDERGOING ALTERATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 702 OF BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM 13.ALL HVAC,PLUMBING&ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, " /` `� INSTALLATION. INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT SHALL BE THE 71. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS:ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN THE PROPERTY MAINTENANCE CODE TI NEW YORK STATE. REQUIRED T THIS SECTION. *' „a !, �" . e, z I;.. 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER REACILY ACCESSIBLE LOCATION. A 30"MINIMUM A1501.6 FIRE AND LIFE SAFETY PROTECTION R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN CALCULATIONS DRAWINGS I T '17 - UNOBSTRUCTED OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF. UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED�SOME POINT ABOVE THE ACCESS OPENING. BOARD FALL CIRCUITS. ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED AND SHALL COMPLY SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A WRITTEN STATEMENTS OF THE MECHANICAL,AIR CONDITIONING,VENTILATION.HEATING SYSTEMS(NEW, •�r}.°` 9. LABEL PANEL O 1, WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROYIDE ACCESS AS PER SECTION M1305.1.2 OF THE RCONYS. WITH THIS SECTION. SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPT. ¢ ;�, 10.COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. , 12.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS A1501.6.1 SMOKE ALARMS. t.IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET(6096 MM)HORIZONTALLY FROM A 14.R501.1.1 ADDITIONS,ALTERATIONS OR REPAIRS:GENERAL.ADDITIONS,ALTERATIONS OR REPAIRS TO AN t` 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAYBE REQUIRED THAT IS NOT INCLUDED AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. WHEN INTERIOR ALTERATIONS OCCUR IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH PERMANENTLY INSTALLED COOKING APPLLANCE, EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION R502,R503 OR N THE CONSTRUCTION DOCUMENTS. AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS;THE SMOKE ALARMS SHALL BEINTERCONNECTED N 2 IONIZATION W WITH 13.ALL ELECTRICAL WORK SHALL CONFORM TO RULESG , E S ISMOKE ALARMS I AN ALARM SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET(3048MM) R504.UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYTEM SHALL NOT BE REQUIRED TO '�4--"�°' 12.ALL EXISTING OUTLETS AND SWITCHES THAT REMAIN ARE TO RECEIVE FACEPLATE AND NEW DEVICE TO MATCH NEW. It STATE BOARD OF FIRE UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR ACCORDANCE WITH SECTION R314.4.EXCEPTION:IN OTHER THAN BED AND BREAKFAST DWELLINGS,SMOKE ALARMS IN HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. COMPLY WITH THIS CODE. JE Jr��, TO FINAL PAYMENT. EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED AND HARD WIRED WHERE INTERIOR WALL OR CEILING 3.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLEDLESS THAN 6 FEET(1828 MM)HORIZONTALLY FROM A 15.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING /_ , �, 14.ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. FINISHES ARE NOT REMOVED TO EXPOSE THE STRUCTURE. PERMANENTLY INSTALLED COOKING APPLIANCE. SYSTEM IN ACCORDANCE WITH SECTION N1103.1.1 CONTROL SYSTEMS. 0- 9, " CARPENTRY AND LUMBER- 15.REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK SITE TO BE KEPT IN BROOM CLEAN CONDITION AJ501.6.1.1 POWER SOURCE. R314.4 INTERCONNECTION. 16.ALL EXTERIOR WALUFLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE __j IV 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY N THROUGHOUT ALL PHASES OF WORK I TTE Y OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN R402.4.1.7.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTAL LING �'"��'" `-�. >''LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES, +r �, }"I'+a 16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. HANGERS,ECT.,REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED POWER OR AN ON-SITE ELECTRICAL POWER SYSTEM OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ACCORDANCE WITH SECTION R314.3,THE ALARM DEVICES SHALL BE NTERCONNECTED IN SUCH A MANNER THAT THE INTERIOR GYPSUM WALL BOARD. a r� 17.PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. ARE NOT REMOVED TO EXPOSE THE STRUCTURE. ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHYSICAL �' WITH AND TIGHTENED AGAINST STEEL WASHERS S PLATES.JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER " 18.GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL A7501.6.1.2 INTERCONNECTION. INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED N ACCORDANCE WITH THE 20H RESIDENTIAL CODE t p• -b., --- e ACCEPTANCE BY OWNER SMOKE ALARMS SHALL NOT BE REQUIRED TO BE INTERCONNECTED WHERE BATTERY OPERATED ALARMS ARE PERMITTED. INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. " OF NEW YORK STATE. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN i,. �'$g,"+" TM 19.THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY A7501.7 STRUCTURAL EXCEPTION:SMOKE ALARMS AND ALARMS INSTALLED TO SATISFY SECTION R314.4.1 SHALL NOT BE REQUIRED TO BE A, ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE p.q k`. t Ry CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. WHERE ALTERATION WORK INCLUDES REPLACEMENT OF EQUIPMENT THAT IS SUPPORTED BY THE BUILDING,THE INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS ARE NOT INTERCONNECTED OR `ti *p k'. gJ. CONSTRUCTION DOCUMENTS. 20.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL 2, ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS STRUCTURAL PROVISIONS OF THIS SECTION SHALL APPLY. WHERE SUCH EXISTING SMOKE ALARMS OR ALARM IS NOT CAPABLE OF BEING INTERCONNECTED TO THE EXISTING SMOKE °y `,�*3 { I BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. AJ501.7.I DESIGN CRITERIA. ALARMS. �. / OTHERWISE INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL r 21.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE EXISTING STRUCTURAL COMPONENTS SUPPORTING ALTERATION WORK SHALL COMPLY WITH THIS SECTION. R314.4.1 HEAT DETECTION INTERCONNECTION. AND/OR SHOWN ON ACCOMPANYING STRUCTURAL CALCULATIONS.ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS k. .0 .1 a a 1` (s ' DESIGN OR CONSTRUCTION OF THE WORK AJ501.7.1.1 REPLACEMENT OF EQUIPMENT. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT.ALARMS a OTHERWISE SHOWN ON DETAILS. �% ,,•r* * 1-Y• 4* 22.THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS, AND WHERE REPLACEMENT OF EQUIPMENT RESULTS IN ADDITIONAL DEAD LOADS,STRUCTURAL COMPONENTS SUPPORTING SUCH AND SMOKE ALARMS THAT ARE INSTALLED FOR THIS PURPOSE SHALL BE .r, * .. 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE 1 t j a 'L a ."- SHALL COMPLY WITH CHAPTER 14 OF THEAND ALLRCONYS. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE EQUIPMENT SHALL COMPLY WITH THE LOAD REQUIREMENTS OF THIS CODE.EXCEPTION:BUILDINGS CONSTRUCTED D LOCATED IN A HALLWAY,ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. ,�. 1 a - 23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ACCORDANCE WITH THIS CODE AND WHERE THE ADDITIONAL DEAD LOAD FROM THE EQUIPMENT IS NOT INCREASED BY MORE R314.5 COMBINATION ALARMS. �y *, ., 1 8 ;�' APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 5/8"THICK '+fj ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS THAN 5 PERCENT. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. Aid`� „`" � d • ' AND ALL WALL PLYWOOD TO BE 1/2"THICK v 24.ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS:AGGREGATE GLAZING SHALL NOT AJ501.7.2 REROOFING STRUCTURAL AND CONSTRUCTION LOADS. R314.6 POWER SOURCE. �.I ;. 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE �j r BE LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE N THE STRUCTURAL ROOF COMPONENTS SHALL BE CAPABLE OF SUPPORTING THE ROOF COVERING SYSTEM AND THE MATERIAL SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A *s #., II PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C1 AND 4%OF THE FLOOR AREA BEING VENTILATED. AND EQUIPMENT LOADS THAT WILL BE ENCOUNTERED DURING INSTALLATION OF THE ROOF COVERING SYSTEM. COMMERCIAL SOURCE AND,WHERE PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY.WIRING A. V `+"� C2 FOR WATER-BOURNE PRESERVATIVE TREATMENT. r,� b, x. 0. 25.ASSUME A SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE TY OF OF THE RCONYS.S,ANY UNSTABLE AJ501.8 MECHANICAL SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT lk7 tr ,� 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED, �►•4,�a„ ARCHITECT PRIOR CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ALTERATIONS TO ANY MECHANICAL SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 12 OF THIS CODE FOR PROTECTION. J� ;,," STRUCTURAL CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ARCHITECT PRIOR TO THE CONTINUATION OF WORK NEW MECHANICAL SYSTEM WITHOUT REQUIRING THE EXISTING MECHANICAL SYSTEM TO COMPLY WITH ALL OF THE EXCEPTIONS: `, It,'1, ENGINEER MUST BE SUBMITTED FOR REVIEW. y 26.FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE RCONYS. REQUIREMENTS OF THIS CODE. 1.SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT 1'.* , )d 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING.SECURE BOTTOM OF F A. 27.SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS: A1501.9 PLUMBING. COMMERCIAL POWER. q BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. pan Ip *r SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE ALTERATIONS TO ANY PLUMING SYSTEM SHALL CONFORM TO THE REQUIREMENTS FOR A NEW PLUMBING SYSTEM WITHOUT 2.SMOKE ALARMS INSTALLED IN ACCORDANCE WITH SECTION R314.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. 5� t 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. yi® ; it . IMMEDIATE VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING REQUIRING THE EXISTING PLUMBING SYSTEM TO COMPLY WITH ALL THE REQUIREMENTS OF THIS CODE. R314.7 FIRE ALARM SYSTEMS.FIRE ALARM SYSTEMS SHALL BE PERMITTED TO BE USED IN LIEU OF ,a�•." 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL 4 BASEMENTS/CELLARS,BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. A1501.9.1 MATERIALS. SMOKE ALARMS AND SHALL COMPLY WITH SECTIONS R314.7.1 THROUGH R314.7.4. * q� BOARD.5/8"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICK --� _ V 28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF MOISTURE RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD THE FOLLOWING PLUMBING MATERIALS AND SUPPLIES SHALL NOT R314.7.1 GENERAL, aj l'" - yE# THE RCONYS. BE USED: FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT SHALL BE USED ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. 1 29.THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. 1.ALL-PURPOSE SOLVENT CEMENT,UNLESS LISTED FOR THE SPECIFIC APPLICATION; PROVISIONS OF NFPA 72.SMOKE DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 268. &i-' �, + 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED ANY OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN 2.FLEXIBLE TRAPS AND TAILPIECES,UNLESS LISTED FOR THE SPECIFIC APPLICATION;AND R314.7.2 LOCATION. WITH 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS a�tw a° ACCORDANCE WITH ACCEPTED PRACTICE. 3.SOLDER HAVING MORE THAN 0.2-PERCENT LEAD IN THE REPAIR OF POTABLE WATER SYSTEMS. SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN SECTION R314.3. �.� fi '� + SUPPORTING WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH a jam} ails #" } 30.THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS. A1501.9.2 WATER CLOSET REPLACEMENT.WHEN ANY WATER CLOSET IS REPLACED,THE REPLACEMENT R314.7.3 PERMANENT FIXTURE. THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. WOOD TRUSS OR JOIST. WATER CLOSET SHALL COMPLY WITH SECTION P2903.2. WHERE A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLED,IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY, 7'ejep �tJYry 10,WOOD STUD WALLS OR PARTITIONS EXCEEDING WIN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED r 3t.THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE AJ501.10 ELECTRICAL OWNED BY THE HOMEOWNER ' -0 AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR. �',y :,t. CLOSEOUT OF THE CONSTRUCTION. ANY ALTERATION TO AN EXISTING ELECTRICAL SYSTEM SHALL BE MADE IN CONFORMITY WITH THE PROVISIONS OF CHAPTER R314.7.4 COMBINATION DETECTORS. 1I. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR E34 THROUGH CHAPTER E43 OF THIS CODE. COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS � � f+" � ° PER SECTIONS R602.8 AND R1001.12 OF THE RCONYS. `�cl OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. IN LIEU OF SMOKE DETECTORS,PROVIDED THAT THEY ARE LISTED IN 33.IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE 12.INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATION IN ACCORDANCE WITH UL 268 AND UL 2075. ARCHITECT PRIOR TO CONTINUATION OF THE WORK ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE 34.BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY TO BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL ESCAPE&RESCUE OPENING AS PER SECTION OF THE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE SILL HEIGHT OF NOT MORE THAN 44"AB INSULATION GARAGE NOTES- -1 ABOVE THE FLOORAND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 HAVE A VAPOR BARRIER SURFACE EXPOSED HEATED SPACE. SQUARE I& WITH OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CRUNGS R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. E FEET. 13.ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS:THE MAXIMUM RISER HEIGHT SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN °` 35.PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SHALL BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. SECTION R308.4LATIO OF THE ION,AN ALL GLASS LESS THAN E ABOVE THE FLOOR SHALL BE TEMPERED. R302.5.1 OPENING PROTECTION. BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE 36.INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE RCONYS. STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED -_- -""" ""'-" __'-""""'"'®" 37.FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED SLEEPING PURPOSES SMALL NOT BE PERMITTED.OTHERALLED ON ONE SIDE AND 27" WHERE OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE e AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER HANDRAILS ARE PROVIDED ON BOTH SIDES. EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN SHALL INCHES I ptV Y row�w, �,+ "• SECTION R602.8 OF THE RCONYS. MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE OF ALL MANUFACT RERS OND IN SHALL CONFORMANCE WiTH TOHEFRCONYSC NCLUD N GOOD G THE OpLOWINGICE,RECOMMENDATIONS (35 MM)IN THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS WE SL E Ya Jru 8 MA Y t, SE0 N0SK i �,' RCONYS. NOT LESS THAN 13/81NCHE'S(35 MM)THICK OR 20-MINUTE FIRE-RATEDr,ovr� � : , 38.GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R339 OF THE RCONYS: OPENINGS BETWEEN THE GARAGE DOORS,EQUIPPED WITH ASELF-CLOSING ORAUTOMATIC-CLOSING DEVICE. , ' A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS AND RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF CLOSING AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. 1F w1'��!'�L DEVICE. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 11/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING, :�I,jrFOLN. C0 G#N rY,,,N-Y_ THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO.ETC.. INTO THE GARAGE. WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING DRYWALL, *,� OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE-RESISTANCE RATING.WHERE HORIZONTAL BD NAILS AT EACH END. 4 VA at,,#N rrr^t Ift I ",,,, C PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND a #(,D gar rJT4.kT,Cf1'IG+N•E x gGS'C'"a'P3.J�,'_ CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE lL Lp• v*-40 I.N j tovA 1�t comPA RJ T'• , a. PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM BOARD,OPENINGS IN HORIZONTAL SEPARATIONS SHALL MECHANICAL OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS. D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS NOTI ov is P'CH (Pa 117 1" zavTwtv SA'dPJY1TL,+"!A 10 R_;. ' r 39.HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RCONYS. AND SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. LCT w-1409rio l /R'`r",R 00dL# g"j(r)4r Jj!'L p spA grit. 01-1 aa y�y,g ,+" *,-r:, 40.PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE rI L f 0 Of C,f¢P' C# AS'VA la f{''C,477*0 v, 8,r+��y"'$Y„�I i I p 41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: it*,V g�r}� r „ " ._i t «;•iC"1Wt 4*"L,r-,1�J``"I 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. aj T (� " ,,,`"I;;4 SITE WORK- 2. PLATES AND BLOCKING SAME WIDTH As RELATED STUDS OR WIDER °x M.>` RSV R on ►�I,Jr��`!,, y."-�°." 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 3. FRAMING TO SUIT WORK OF OTHER TRADES. 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. "� 2. LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH V OF TREE DIAMETER, SUBJECT TO FIELD ADJUSTMENT.STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS. NAIL WITH 6D COMMON NAILS @6"O.0 SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. ALONG SUPPRTED EDGES AND 10"O.0 AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATE END LOT INFO RMAT1014 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES, JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED, VIRGIN SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. PARCEL ID-1000070000900029000 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR SHALL BE SIMILARLY INSTALLED. WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. S ROOF SHEATHING SHALL IN LAID WITHPROVIDE FACE GRAIN IP RIGHT ANGLES TO SUPPORTS. LOCATE END JOINTS OVER DISTRICT-1000 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SECTION-07000 USING PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND SUPPORTS IS 24"O.C. MEMBRANE WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTING BLOCK-0900 . 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS SURFACE. LOT-029000 ON GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. 15,ALL FLOORS TO BE COVERED WITH THIN SET TiLE SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMFNT BOARD OR OTHER APPROVED EQUAL OVER SUBFLOOR FLOORS TO BE COVERED WiTH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF CONCRETE- 3/4"PLYWOOD SUBFLOOR. 1. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR 16,ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN ENTRANCE)AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS OR HEAVY GAUGE PLASTIC ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT,DRY ON GRADE AREA.THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. TO BE REINFORCED WITH W.W.F.6x6-10/10. +- 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT MESH SHALL CONFORM TO ASTM A185 AND A82. 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF Door Schedule _ THE LATEST ACI BUILDING CODE,ACI 318 AND AO 315. __ ____ _. 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. � L' 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF Mark Type Type Comments FI 1�(A `�" fit P 36"BELOW FINISHED GRADE. ` 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. 4VI �� BY BA MASONRY- NOTE-ALL BEDROOMS USE TYPE B CASEMENT-ACW4040 OR EQ WHICH OFFER 6.12SF OF CLEAR OPENING FOR EGRESS WINDOW 1 METAL AND GLASS ENTRY DOOR FLEETWOOD OR EQ WITH SCREEN �� � 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, THIS UNIT MUST MEET OR EXCEED: LOAD-BEARING CONCRETE BLOIX,GRADE N,ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1)CLEAR OPENABLE AREA OF 5.7 SQ.FT. 36X8O DOOR 1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNTI MASONRY ASTM C-270 AND SHALL 2)CLEAR OPENABLE WIDTH OF 20" BE TYPE S MORTAR.ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. 3)CLEAR OPENABLE HEIGHT OF 24" V: __ -.- `"6 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE 1 a METAL AND GLASS S I DELITE TO FLEETWOOD OR EQ FOUNDATIONCONCRETE M D FOOTING AS SHOWN ON CEMENT HALL B MATCH ENTRY DOOR 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE Window Schedule ARCHITECT. HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND COURSE.VERTICAL REINFORCING MUST NOT ADEQUATELY EXCEED 16".OR LLS ANDSHOULDROOF SYSTEMS. 2 METAL AND GLASS ENTRY DOOR FLEETWOOD OR EQ WITH SCREEN CODE - CONSTRUCTION UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. 4. ALL CONCRETE MASONRY UNTI WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. Rough Rough 36X80 DOOR ED q THESE PLANS HAVE BEEN DESIGNED FOR COMPLIANCE WITH THE: 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI � R�,. BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE SMORTAR.TOOLED JOINTS AS Type Height Width Manufacturer r g i 1.2020 RESIDENTIAL CODE OF NEW YORK STATE DIRECTED BY ARCHITECT. 3 9 X9 CUSTOM CLAD GARAGE DOOR ,\ \a PA"` espy �F 2.2020 ENERGY CONSERVATION CODE OF NEW YORK STATE 6. FIRE BRICK MORTAR,RUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED AND 0 _ INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. MATC H I N G ADJ SIDING �A 3.WIND DESIGN COMPLIANCE AS PER 2020 RESIDENTIAL CODE OF NEW 7. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 TYPE A-AWNING 3' - 0 1/2" 3' - 0 1/2" Andersen Corporation SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL p 4 METAL AND GLASS GLIDING QUAD FLEETWOOD OR EQ WITH SCREEN z YORK STATE ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 FLOOD- DIMENSIONS. TYPE A-AWNING 3' - 0 1/211 3' - 0 1/2" Andersen Corporation DOOR 11 J� * RESISTANT STANDARDS,RC CONSTRUCTION PER AND N OF SOUTHOLD CONSTRUCTION STEEL- �� �� N 6. ENGINEERED WOOD PLACARD NOTES REQUIRED ON PLANS 1.ALL TRUCTURALSTEEL SHALL BE NEW AND CONFORM WITH ASTM A36. TYPE A-AWNING 3' - 0 1/2 3 - 0 1/2 Andersen Corporation 5 METAL AND GLASS GLIDING DOUBLE FLEETWOOD OR EQ WITH SCREEN 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST DOOR '9r 036004 O) PER TITLE 19 NYCRR PART 1265.4 EDITION OF THE AISCSPECIFICATION. TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/211 Andersen Corporation F 7.TOWN OF SOUTHOLD ZONING&CONSTRUCTION CODES WITH 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND 6 INTERIOR POCKET DOOR SOLID CORE �F N Ew EXCEPTIONS TO ZONING LISTED ON A.101 A.PAINT LLS WITH LOCKOCKWASHERS. TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. COLOR TO BE CTURAL WELDING NLESS OTHERWISE DIRECPERFORMED GY THE ACERIFIED i. TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 7 INTERIOR FLUSH 3OX80 SOLID CORE 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN 6. LDING LWALL-CIETYS ARING BEAMS TO ATION NDARD NGLESE. 8 INTERIOR FLUSH 3OX80 SOLID CORE O ALL WALL-BEARING RING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation ON DRAWINGS. 9 :INTERIOR FLUSH 36X80 SOLID CORE No. Description Date TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation DOOR TO GARAGE SEE NOTE ABOVE PROJECT ADDRESS- 50 BREITSTADT COURT 1. ISSUE FOR PERMIT 07,26.2023 B RL,.ITSTADT COURT 1. FOUNDATION WALL "'EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE MOISTURE O TYPE B - CASEMENT 4' - 0 1/211 4' - 0 1/2" Andersen Corporation 10 INTERIOR FLUSH 3OX80 SOLID CORE SOUTHOLD,NY 11971 ALL SATURAEDMESATIONOFTWOTROWELCOATSOFBITUMINOUSMASTICSEPARATEDBYALAYEROFASPHALT• TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 13 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE SATURATED MESH. 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION FA BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO 14 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE David Bums AIA RESIDENCE POLYETHYLENE SHEET BITURER'S AS MANUFACTURED IN W.R.GRACE COMPANY C APPROVED EQUAL INSTALLATION TO TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE 347.837.0675 REQUIRED DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK 'TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 15 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE 3. ASH NG O PROTECTION BE PROVIDED AT ALL HEADS AND SILLS OFF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL TO RCONYS. n 16 INTERIOR CLOSET 48X80 davidpaulburns@gmail.c°m 4. FL GENERAL NOTES INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND TYPE B - CASEMENT 4 - 0 1/2 4 - 0 1/2 Andersen Corporation OTHER ASHINGATDOO SAND WI DOTERIALS STOB 3OUN AND CAP FLASHING BRICMAT MASONRY LESSOT E WUNCE EAPPROVED. ND BLIND SILL TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 17 INTERIOR CLOSET 48X80 FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY,MASONRY,AND ROOFING TRADES. TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 18 INTERIOR FLUSH 3OX80 SOLID CORE 5. SKYLIGHTSTOBTSTOBEOFSIZELOPING ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. 19 INTERIOR FLUSH 30X80 SOLID CORE MATCH EX SIZE Project 2023.01 UNITS LKBEALIGNEDWITHSLOPINGROOFTRUSSES. TYPE C - CASEMENT 2' - 0 1/2" 2' - 0 1/2" Andersen Corporation j ct number 6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. TYPE D - FIXED 5' - 0 1/2" 5' - 0 1/2" Andersen Corporation 20 INTERIOR CLOSET 48X80 MATCH EX SIZE Date JULY 26, 2023 FINISHES. TYPE E -AWNING 1' - 61/2" 5' - 0 1/2" Andersen Corporation 21 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE Drawn by A&-hor 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC...ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL --- RTOfNSTTIQN. TYPE F -AWNING 1' -4 1/2" 2' - 8 1/2" Andersen Corporation 22 INTERIOR CLOSET 6OX80 SOLID CORE Checked by Checker_ a- 2. D 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED AND SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS O SPACKLED SMOOTH. TYPE F -AWNING 1' - 4 1/2" 2' - 8 1/2" Andersen Corporation 11 SLIDING WOOD BARN DOOR .SLIDING WOOD BARN DOOR N 3. COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD. BATHROOM WALLS S(TO BE PAINTED OR WALL O 0 M PAPERED)AND ONDERBOARDINSTA RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLSOR CEILINGS TO RECEIVE TILE TYPE F -AWNING 1' - 4 1/2" 2' - 8 1/2" Andersen Corporation 12 &IIDING WOOD BARN DOOR SLIDING WOOD BARN DOOR Al N SHALL HAVE WONDER BOARD INSTALLED. 4. PROVIDESEON ECHANIC LROARD IN OMWALSAGEOILINGN D N ALL WALLS TO MAINTAIN ONE-HOUR FIRE RATING. TYPE F -AWNING 1' - 4 1/2" 2' - 8 1/2" Andersen Corporation 23 SLIDING WOOD BARN DOOR SLIDING WOOD BARN DOOR ___ N PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. Grand total: 22 Scale 04 ---J 04 - 1 DEC 2 Q 2023 + ❑ §280-124 Nonconforming lots. [Amended 11-28-1995 by L.L.No.23-1995;3-4-1997 by L.L.No.5-1997;6-29-2021 by L.L.No.9-2021] A. This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots.wl lich are recognized by the Town under§280-9,are nonconforming and have not merged pursuant to§280-10. B. Such lot shall be required to meet the following: a � 0 P a Yard 'Area Front Side Both Sides Rear i(square feet) Lot Coverage (feet) (feet) (feet) (feet) 200,000 to 5% 6o 30 6o too 399,999 120,000 to 10% 6o 30 6o 85 199,999 O 80,000 to 119,999 20% 6o 20 45 75 O `6o,000 to 79,999 20% 55 20 45 75 40,000 to 59,999 20% 50 20 40 6o 20,000 to 39,999 20% 40 15 35 50 O O 'Less than 20,000 20% 35 10 25 35 GARDEN C. Nonconforming lots with primary and secondary front yards shall be required to meet the following: Area Yard Secondary Front Yard Side Yard (square feet) Primary Front Ya ry CONCRETE APRON AT DRIVEWAY Less than 20,000 35 20 10 20,000 to 39,999 40 �5 15 O' 4- ❑ §280-207 Maximum gross floor area for residential dwellings in A-C,R-40,R-80,R-120,R-200,and R-400 Districts. A. Maximum gross floor area(GFA): y� O (1) The gross floor area shall not exceed the permitted square footage calcullated as follows: PEA GRAVEL DRIVEWAY • M (a) Lots containing up to to,°oo square feet of lot area:2,100 square feet maximum. • c6 �� /�� (b) Lots containing up to 20,000 square feet of lot area:2,1oo square feet plus 12.5%of the lot area in excess of io,000 "a J square feet up to a total of 3,350 square feet maximum. (e) Lots containing up to 30,000 square feet of lot area:3,350 square feet plus 1o%of the lot area in excess of 20,000 square feet up to a total of 4,35o square feet maximum- NEW GATE EW FENCING (d) Lots containing up to 40,000 square feet of lot area:4350 square feet plus 7.5%of the lot area in excess of 30,000 square feet up to a total of 5,1oo square feet maximum. CORTEN EDGING AT DRIVEWAY / / (e) Lots up to 8o,000 square feet of lot area:5,1oo square feet plus 59/0 of the lot area in excess of 40,000 square feet y 6X6 POSTS AT ALL GATE LOCATIONS up to a total of 7,100 square feet maximum. (f) Lots up to 200,000 square feet of lot area:7,1oo square feet plus 2.5%of the lot area in excess of 8o 000 square feet 21 FRONT GARDEN up to a total of to,too square feet maximum. NEW BLUESTONE PAVERS SET IN LAWN \ (g) All lots In excess of 200,000 square feet of lot area:to,loo square feet plus 1%of any additional lot area. 10.0 feet FLOOR AREA,GROSS(GFA) Hil 33.8 feet 17.0 feet NEW BLUESTONE PORCH REPLACING The cumulative area,in square feet,of all floor levels of every story of all dwellings On a lot,including attached garages BRICK - NEW STANDING SEAM ROOF,ATAS OR having a clear height of not less than six feet measured from the exterior faces of exterior walls or from the center line o', EQUAL - - ... .. . NEW TIMBERLINE ASPHALT SHINGLE -- - - party walls separating two buildings. Interior spaces with a floor-to-ceilling height in excess Of 15 feet shall be counter ROOF - twice for gross floor area.The cumulative area shall not include roof overhangs less than three eet;unenclosed porches, NEW GATE NEW HALF ROUND SEAMLESS GUTTERS I - z patios,decks;open terraces;balconies;basements;and attics.Accessory buildings or structures shall also be excluded. THOUGHOUT,AND NEW ROUND 1_. _ -_.- --- ----- - - except an portion thereof which may be converted to habitable s aces.Such habitable portion shall be included in the LEADERS,COLOR TO MATCH METAL - s y y p SOUTH DRIVEWAY TO GARAGE Roo - - - - - - - {- gross floor area 15.4 feet [Added 10-18-2022 by No.10-2022;amended 12-13-2022 by L.L.No-16-2022] U' j - - ZONING NOTES- NEW GATE • SITE AREA- 20,584SF MAXIMUM LOT COVERAGE- MAXIMUM 4,117SF,(DOES NOT CO/b n TAT 4,580SF SOUTH ORTH MAXIMUM GROSS FLOOR AREA(gfa)- MAXIMUM 3,408GF,A,COMPLIES AT 3,276GFA ' N NDDITION FRONT YARD SETBACK- MINIMUM 40',COMPLIES AT 48.8' DDITIO DDI 259SF SECONDARY FRONT YARD SETBACK- MINIMUM 25',COMPLIES AT 33.8' PERMEABLE DECOMPOSED GRANITE SIDE YARD SETBACK- MINIMUM 15',COMPLIES AT 15.4' SURFACE _ LO REAR YARD SETBACK- MINIMUM 50', DOES NOT C'Omx TAT 32.8' lij - - Cat N N - L4- 0 --- --- --- -00 -- -- ---- --- -14.4 fee - -- - - - .w:.". G OUT DOOR SHOWER _- -- --_-- ----- --- -- -_ _. 17 .9 feet LL NEW BLUESTONE PAVERS SET IN LAWN ZNEW FE DECKING AND STEPS LL \ II n C9 POOL ----_UP Z Z 5"above �� u w 2 RISERS+ II' I _ NEW BLUESTONE PATIO SURROUNDING I I NEW PORCH I / Ii F hrad ---- - - --- - -- -- - - - -- - A� sz = ROOF OVER MAP W o � - - EXISTING PATIO A p UP 2 RISERS Z l ----------- - - - -- - ---- - - - ---- - -- -- ----- --_ - __ . WE- LAWN w z - i o I PATIO u� - - - - -- - (- - - V r - --o - - -, - - -- - - - - L.E._ pAUL� t ! RC - - - a 24.5 feet �� a� m 4_ LO 036 0 • �"' � � OF N Ew ,l NEW PO L (D cc �, T 00 No. Description Date • LAWN PROJECT ADDRESS- p B RE ITSTADT COURT N 50 BREITSTADT COURT 1. REVISION BASED ON SURVEY INFORMATION,FOR 11/09/2023 (� SOUTHOLD,NY 11971 -VARIANCE SUBMISSION - l David Burns AIA RE SIDENCE 347.837.0675 - david aulburns@ mail.com PROPOSED SITE PLAN P 9 Project number 2023.01 0� 0 a) D -- z u ate JULY 2 , 2023 T a) Drawn by _Author_ ;> %4- Checked by Checker m Al 01 `V Scale 1/8"_ 1'-0" �' DEC ; Q 2021 I 10'-4" 12'-6" DEMO ALL EXISTING WINDOWS, F7, ADJUST FRAMING FOR NEW WINDOW SIZES,SILL AND HEAD HEIGHT TO REMAIN 22'-61/2" CLOSET / 20'-2" BEDROOM 7 BEDROOM i FOYER i� � o o, LIVING ROOM 0 i1 `v 00 GARAGE r- CLOSET ne °3'-1 Q N w 0 M \ 04 CLOSET CLOSET I— \ HALLWAY — CLOSET —- DEMO EXISTING CLOSETS TO �\\\\\\� AND CREATE OPENING TO NEW ADDITION iv 6'-3" 1 3'-5" 6'-0" \ / — -- DEMO EXTERIOR WALL TO CLOSET DEMO WALLS TO PREP FOR ALLOW FOR NEW CONNECTION NEW SOUTH ADDITION TO BATH DEMO EXISTING DOOR AND DEMO ALL EXISTING WINDOWS, Ln b 15'-8" 15'-8" oHEADER TO CREATE OPENING ADJUST FRAMING FOR NEW FOR NEW SLIDER BARN DOOR WINDOW SIZES,SILL AND HEAD — I I / / KITCHEN DINING HEIGHT TO REMAIN LL / BEDROOM \ BACK HALL BATH#2 L o OFFICE/DEN \ LAUNDRY 3'-101/4" 3'-7" 8'-6" \ 6'-6" 6'-101/2" / BATH KEEP EXISTING SLIDER \ KEEP EXISTING PATIO PREP FOR NEW FINISHES AND FRAMING - - GENERAL NOTES- 1. DEMO EXISTING CLAMSHELL BASE,DOOR AND WINDOW TRIM, PREP FOR NEW 4"SQUARE PAINTED WOOD BASE EXISTING 2. DEMO ALL BASEBOARD HEATING AND RECESSED RADIATORS, PATIO REPAIR FLOOR,WALL AND TRIM AS REQUIRED 3. ALL WINDOWS TO BE REMOVED,NEW WINDOWS TO MATCH EXISTING LARGER OPENING WHERE POSSIBLE. FRAMING AND TRIM TO BE ADJUSTED AS NEEDED FOR NEW WINDOW SIZES. 4. GC TO PROTECT ALL FINISHES TO REMAIN 5. PROJECT WILL REQUIRE UPGRADE TO AIR CONDITIONING SYSTEM,DUCTWORK THAT CAN BE REUSED TO REMAIN. 6. GC TO REPLACE ALL INTERIOR DOORS TO SOLID CORE IN LIEU OF HOLLOW CORE. FINAL MAP REVIEWED BY BA DECISION# _a K _� �--� LATED ED ARcti, PAUL Jq �F A 036004 OF N f_ oo PROJECT ADDRESS- No, Description Date g RE ITSTADT CO U F:1� 50 BREITSTADT COURT SOUTHOLD,NY 11971 David Burns AIA RESIDENCE 347.837.0675 davidpaulburns@gmail.com EXISTING/DEMO FLOOR PLAN _ Project number '2023.01 Date JULY 26, 2023 Drawn by author Checked by Checker c� Al 02 Cf) _ Cv Cv Scale 1/4" 1 _011 t= DEC 4 2023 REPLACEMENT AWNING BASEMENT WINDOWS, WINDOW WELLS TO BE CLEARED AND REFILLED WITH j GRAVEL FOR PROPER DRAINAGE,TYP EXISTING STEEL TUBE COLUMNS EXISTING STEPS TO REMAIN I I - - - - - - - - - - - - - - --- ---- - - - - - - - - - - - - - - - - - - - ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — AVATIN UNEXC BELOW ` I I I I— I - - - - - I I I I I I L — EX PORCH — — — -� I- — — — — — — — — — — — — — — — — — — - I I - - - - - - - - - - - - - ( I - - - - - I I \ I I I �'"--- UNEXCAVATED I NEW SLAB ON GRADE I I I I I I � I ; NEW CRAWL SPACE I �\ I I PROVIDE VENTING AS REQUIRED I L - - - - - - - - - - - - - - - I NEW CRAWL SPACE — — — — — — - — - — - ,— — — I— I — �--6— I I B I i I I DEMO FOUNDATION WALL TO I I I I I I BELOW NEW GARAGE SLAB ELEVATION I I — — — — EXISTING — 2X10 FLOOR FRAMING IN NEW — — — — — —I — — — — — — — — — — — — — — — — — — — I UNFINISHED PROVIDE HATCH ACCESS PANEL CRAWL SPACE — I BASEMENT TO TO CRAWL SPACE,USE EXISTING T — — — — — — PROVIDE HATCH ACCESS PANEL I REMAIN WINDOW WELL OPENING — - I — — — — — — — — — — — — TO CRAWL SPACE,NEW I NEW CRAWL SPACE OPENING I I I EXISTING LINE OF BASEMENT I I I I I I I INFILL EXISTING WINDOW I J WELLS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - -� 11 — — I - - — — — ` - - — — — - - — — — — — — — - - - - —j I I I I I I I I GENERAL NOTES- 1. EXISTING UNFINISHED BASEMEN'T I I I I I I O REMAIN 2. NEW 200 AMP ELECTRICAL SERVICE3. NEW GAS SERVICE TO INSTA HOT WATER HEATER L❑ — — — — — ❑ — — — — — ❑. — — — — — — ❑ _ — — — — — ❑ — — — — — — — — — — — —� I I EXISTING UNEXCAVATED BELOW EX PORCH I I 4. OIL TANK AND BOILER TO BE REMOVED I I I 5. NEW CENTRAL DEHUMIDIFICATION SYSTEM EXISTING STEPS TO BE �� " _� ' I I 6. REMOVAL AND RECYCLING OF ALL RADIATORS AND REMOVED - -/ �j I ASSOCIATED PIPING NEW SONOTUBE FOUNDATIONS FOR PORCH GC TO INVESTIGATE EXISTING EXISTING STEPS AND BILCO _ --- PORCH FOUNDATIONS TO I HATCH SUPPORT NEW POSTS i- - - - - - - - - - - - - - - - - - - - - -I I l— — — — — — — — — — — — — — — — — — — — — — J FINAL MAI �. '�IE11�lED BY A S��RE^y-'1 DATED ; 3 , � a 636004 F of. N EW,00 PROJECT ADDRESS- No. Description Date 50 BREITSTADT COURT g RE ITSTADT C O U F;1F SOUTHOLD,NY 11971 David Burns AIA RESIDENCE 347.837.0675 — davidpaulburns@gmail.com FOUNDATION PLAN Project number 2023.01 Date JULY 26, 2023 Drawn by author Checked by C1iecker cv Al 03 Scale 1/411_ 1'-0" C4 r� DEC 9} Z�2� A105 WEST NEW BLUESTONE PAVERS B B 1 -4" 12'-6" PORCH RESURFACED IN BLUESTONE A A -- POST CLAD IN CEDAR 24 � 6 �— I iiIIIii"I'� II:! IIIIII,,iII! II I Z— �J=I_ II� --l� jIIIIIl,! II! i- IIIIIIII NEW EW It NIIICII I�II�IiI H!I .I� E i IC II1I I lU Il T II i�I �Ii INTO 3 HALLWAY TO BACK HALL jII�II II� - i�iII III��!I I �I�III I!IIIIsIl IIl!I� IIII�I IICI I IIIII d.-C— iI II IXI�I�,III I �I �II IIII YII II MII�jI,II', �II „iL III I I III I D�IlIii,i1II E-X III�III�lI'I!H MAIIiII'II I I I!SI I� TII�i I: II � �(�,',���I��''IliI•' II ICI � jIt�I ti II Ij iiI,I ' IIII IIi.III I: I I N�',I— EOIII W FIII'FII CIiI'I�!I1I C— LiI,:�!II.Ii EO SiI� C"II E�IiIIIIII,I��,�� T ,BIIjIIIIiII1IIII %U�,'�I1I ILj T-- i WITHIN — "B EDROOMA106 B B B NEW FLOORING TO MATCH EXISTING B LBE AC_�-H" ED RED O —A K -TO D P D FILL IN HALLWAY AND DEN —LAUNDRY-- B it W rBEDROOM EDROb I i NEW DEN/OFFICE FOYER VAULTED CEILING GARAGE CLOSET u LIVING ROOMzw CID ON GRADE TL CLOSET" — DEN/ CD O W H >2Q w x � ¢ Wn m -THREES--J-IP RISERS BACK HALL I i , C HALLWAYit i A1C6 I Z PANTRY REFRIGWALL I PERMEABLE OVEN CDECOMPOSED GRANITE FULL HEIGHABINETRY NEW AREA WITH CRAWL SPACE CLOSET SURFACE NEW BATHROOMsN W VAULTED CEILING BATH#1 VAULTED CEILING i NEW BLUESTONE PAVERS 15NEW BLUESTONE PAVERS NEW OUTDOOR SHOWER CLAD IN CEDAR _ FAMILY SKYLIGHT ABOVE DINING KITCHE� MEXISTING LINE OF BASEMENT BEDRO CLOSET BATH# NEW VAULTED CEILING i I DW it I I OUTDOOR ZSHOWER O NEW IPE DECKING w All vi W C A B Ih BATH#2-ROUGH-INS TO REMAIN REPLACEMENT OF ALL GENERAL NOTES- III i!IIIIi'III !,I i IIIIIII! - - - - II----—----- ------ --iI--- - -_-- -- IIIIt \ _ EXISTING SLID ER TO REMAIN UP TWO RISERS 1. NEW 4 r SQUARE PAINTED WOOD D BA S E THRO UGHOUT 2. COORDINATE DEMO WITH EXISTING BASEBOARD HEATING �IRN0G EXISTING PORCH TO BE RESURFACED WITH NEW BLUESTONE, AND RECONFIGURE WHERE REQUIRED i �! PREP FOR POSTS TO SUPPORT NEW ROOF,FIXED SCREENS UP 3 ALL WINDOWS TO BE REMOVED,,NEW WINDOWS TO MATCH T C H I PATIO HIGH AND RETRACTABLE SCREENS BELOW 8'. EXISTING LARGER OPENING WHERE POSSIBLE. FRAMING AND TRIM TO BE ADJUSTED AS NEEDED FOR NEW WINDOW SIZES. PT FRAMING FOR PORCH CLAD IN CEDAR 4. GC TO PROTECT ALL FINISHES TO REMAIN 5. PROJECT WILL REQUIRE UPGRADE TO AIR CONDITIONINGNEW BLUESTONE PATIO SYSTEM DUCTWORK THAT CAN BE REUSED TO REMAIN.SURROUNDING POOL UP TWO RISERS CEDAR SCREEN DOOR 6. GC TO PRICE REPLACEMENT OF ALL INTERIOR DOORS TO SOLID CORE IN LIEU OF HOLLOW CORE. It NEW MONOLITHIC BLUESTONE STEP D 'ISP A 3 �s A106 SOUTH (p 036004 /y OF NE s PROJECT ADDRESS- No. Description Date 50 BREITSTADT COURT BREITSTADT COUF!' 0 r SOUTHOLD,NY 11971 David Bums AIA RESIDENCE 347.837.0675 NEW POOL davidpaulburns@gmail.com PROPOSED FLOOR PLAN Project number '202 Q �3`�� .. 0 1 Date JULY 26t 2023 Drawn by Author Checked by Cl le icttL Scale 1/4" -O iVV03EEII Al 04 C) C� t� o DEEC 2 0 2023 I EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD - NEW TIMBERLINE HDZ SHINGLES,F'EF AIR NEW TIMBERLINE HDZ SHINGLES,REPAIR SHEATHING NEW ROOF OVER PORCH,ATAS METAL _ SHEATHING AS REQUIRED,FLASH ILL AS REQUIRED,FLASH ALL PENETRATIONS,GRACE ICE - STANDING SEAM WITH SNOW GUARDS OR EQ — "--- - PENETRATIONS,GRACE ICE AND VIA-ER AND WATER SHIELD AT BOTTOM THIRD NEW CEDAR SLATS ON FRAMED INSECT SCREEN _ SHIELD AT BOTTOM THIRD NEW ROOF FRAMING TO MATCH EXISTING PITCH, PANELS I NEW ROOF FRAMING TO MATCH I:XI iTING 17Jt hl, ROOF TO BE SPRAY FOAM INSULATED I NEW SKYLIGHTS ALIGNED WITH KITCHEN ROOF TO BE SPRAY FOAM INSULAFEI THROUGHOUT R-30 \ WINDOWS BELOW —' '� THROUGHOUT,R-30 — ridge w 17' - 6" AZEK TRIM BOARDS,SEE DETAIL FOR AZEK TRIM BOARDS,SEE DETAIL FOR IN PROFILE FROM EXISTING, _ NEW HALF ROUND GUTTERS AND - CHANGE IN PROFILE FROM EXISTING. _ NEW HALF ROUND GUTTERS AND LEADERS THROUGHOUT ` --, � --4-- = - LEADERS THROUGHOUT -- - CEDAR SHINGLES TO MATCH EXISTING,TO BE PAINTED, - ` .- T CEDAR SHINGLES TO MATCH COLOR TBD _ _ EXISTING,TO BE PAINTED, COLOR TBD CLEAR CEDAR OUTDOOR SHOWER ENCLOSURE, - 8 0 n ''I 'I I 11 O O . 6 SIDING WITH I 1 r I r I '' I HORIZONTAL1 +I 1 1 1 � I - - I 1 1 , I � I 'i I. 1 I I' I ri' I BEVEL I B B MICRO V I a ,I. I I I _ I : , L O 1 k O O L1 O „ I ''L1 , d O �I I'. I II I I i I + + r _ 1 - r I , { I i I N EW 2X6 FRAMING I I F GAT r± ' I 1 I- \ .I . I I 1 I% r i A l O I:. i I 'I I 'I I 1 I � l I I I i 1. II I PE DECKING AND I - I ... _: - -I ,_ I .{ _;: I NEW I D CKI �_ { I i"_ s i � \ ADDITIONS INSULATED TO R-1 , I O 3 ., II B B ;` 1 I 1` !I itI 'l l I I{ I�, I I I I I II I D PLANTER EDGE 1 !. .>. I, III. �I' O I CLADDING AT LANTE I r 1i I i { I I I'I I I I NEW CRAWL S I I � � AW PACE 'I I I I I 11 I � O ; i I :I i s / I Il I I II I 1. __---- 1 ) I I I �i i , I I I; I I I I I Il I I I I I , I ' L2 O O 1 1 II iI ' i I I f 1 I I � O O ' I \ / II i J I_ II I , I I FOUNDATION AT ADDITIONS TIONS O I I'I II I I i : ' I 1 I I I it I . I I I I: 1 II I I I I �+ I` i I I. I I i. J l i L I I I i ; I I ii- I, l i — I I , I ,j I I'� I : II I I' L2 - ;. I I I I I I'I 11' - " I I i r I I i 1 I i " I I I I I „ I I 1, I , j I 1 i I- I I I I t f I li I j, 1 I �" I I I 11-� t _ I I' I 'I- _ I 'I - ,� �i f'- - Irst floor ,O I or I O — I I 'I I I i I — II I I i I i i t i`I I 't i L , 1 � T I I - I I 1 I I +i -1 n _ , I , 1 I I I a I I - I I I Ii I I I I I I 0 0 i I I i I I 1 I I I �1 ' : I - i I I I I — — — — — — — — — — - — — —'- - — — — - R R _CLEAR CEDAR 6 T&G AT CEILING STEEL OD / I garage sla CROSS TIES AS REQUIRED FOR ROOF FRAMING / NEW SLIDING PATIO DOOR, '- PT FRAMING CLAD IN CLEAR CEADAR,NEW / I -2' - 01' ARMSTRONG ARCHITECTURAL SOUTH ADDITION EXISTING HOUSE FOUNDATIONS LOCAL TO POSTS TBD WITH EXISTING HOUSE E ---- NORTH ADDITION SERIES OR EQ CONTRACTOR -� DROP DOWN ROLLER INSECT SCREEN ON CROSS NEW DOOR,ARMSTRONG -- BEAM,PHANTOM MOTORIZED RETRACTABLE — ARCHITECTURAL SERIES OR EQ INSECT SCREEN OR EQ EXISTING PORCH CLAD IN BLUESTONE, MONOLITHIC BLUESTONE STEP AT EAST SIDE EAST ELEVATION NEW TIMBERLINE HDZ SHINGLES, EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD REPAIR SHEATHING AS REQUIRED, NEW ROOF OVER PORCH,ATAS METAL — NEW TIMBERLINE HDZ SHINGLES,REPAIIR SHEATHING AS FLASH ALL PENETRATIONS, STANDING SEAM WITH SNOW GUARDS OR EQ REQUIRED,FLASH ALL PENETRATIONS,'GRACE ICE AND GRACE ICE AND WATER SHIELD AT BOTTOM THIRD r„ -" ( j WATER SHIELD AT BOTTOM THIRD .- - NEW ROOF FRAMING TO MATCH EXISTING PITCH, MATCH EXISTING PITCH,ROOF ROOF TO BE SPRAY FOAM INSULATED NEW ROOF FRAMING TO THROUGHOUT TO BE SPRAY FOAM INSULATED_ ridge THROUGHOUT R-30 AZEK TRIM BOARDS,SEE DETAIL -—- AZEK 1FRIM BOARDS,SEE DETAIL FOR FOR CHANGE IN PROFILE FROM CHANGE IN PROFILE FROM EXISTING, it - 'I EXISTING,NEW HALF ROUND _ � ;,. ,I NEW(HALF ROUND GUTTERS AND GUTTERS AND LEADERSI ! LEADERS THROUGHOUT THROUGHOUT I ! O � I7 CEDAR LATTICE FOR CLIMBING -I , VINES CEDAR SHINGLES TO MATCH ! - EXISTING,TO BE PAINTED, - COLORTBDit ;I COLOR TBD SIDING PAINTED, \ j if I I � . --. I ! I I I I I II I I I,G it 11 it 1; I' _ I I' I}i I I— _ _ _ ceilin I 1-I I - - �I z� ,1. 11 V it i 1 I I I i I I 8 0 I I I li I , I 1.t I I I I i'I I i — 'I I 1! i I I I. I I I , I I I „ I I S i 4 i I I 1 7 1 i t 'I I I i I I I I l , I , , i I I II I' II III:I II� I Iii I I .1I II I'it I 11 I' I I I I I \ I \/ I I I ..II �II i OI AIII •iI O\ I I Jli I iIII I IIIiI II IIIII III II IIII IANEW 2X6 WALL FRAMING AT i I II_1 ADDITIONS -13 � R B I I IiI : iIII II YIII I E• iIII III II 1I II I III IiI III iIIII I�IIII i iI iIl IiIII IsII II ,I 1;II II II I III III I i I II I I.IIII I I {II III II III II 1 II II III i�IiI1I ' I, \ N EW F ENCE AND D AT ETO MAT CH CH 1, I L1L I GATES.SEE SITE PLANF FOUNDATION AT ADD TIONSNEW CRAWL SPACE EXISTING,61 CEDAR POSTS AT ALL J _ ' I I' II 1 777777 I 1 'i i I li i I I I ii I I it 1 II I' II II I I ,li I. I i I I I ,i ,l , I 1 I I i I' r I I I I I I i I I! II 1 I I I 1' II I I I d I II i I I I_ _ i I I I I I i I I I i I i I I i I I I i -' I- 1_ _: I I.: , 1 i I , I I I _ I I + I .{_, I I I I I i 1 1 I I - I I I ' 1 I l — I 7 I I I (I i I iI I I I I i I I II ''t I I — , I I 1 I- I - II i first floo-ILLr ,, 01 011 I i i I i I � I I - - — - — - — - - - e slab Vr \ REMOVE EXISTING FACE BRICK,RECLAD EXISTING WITH 6"VERTICAL SIDING, I -2 - O11 \ PAINTED,COLOR TBD NORTH ADDITION -- -- -�I� EXISTING HOUSE NEW DOOR AND SIDELITE,ARMSTRONG ARCHITECTURAL SERIES OR EQ EXISTING HOUSE SOUTH ADDITION PT FRAMING CLAD IN CLEAR CEDAR — EXISTING PORCH CLAD IN BLUESTONE, MONOLITHIC BLUESTONE STEP AT EAST SIDE PROJECT ADDRESS- No. Description Date g RE ITSTADT COURT WEST ELEVATION 50 BREITSTADT COURT SOUTHOLD,NY 11971 David Bums AIA RESIDENCE 347.837.0675 — davidpaulburns@gmail.com BUILDING E LEVATI C►t 4 S Project number 2023.01 BRED ARC ca PAUL e� ��F Date JULY 26, 2023 s �� Drawn by kuthor. Checked by Checker cv N� Al 05 '9J• 036004 y0� `V OF NEW Scale _ "" i 1/4" 1-�-- w NEW TIMBERLINE HDZ SHINGLES,REPAIR - _ NEW TIMBERLINE HDZ SHINGLES,REPAIR SHEATHING AS REQUIRED,FLASH ALL SHEATHING AS REQUIRED,FLASH ALL PENETRATIONS,GRACE ICE AND WATER -- ---- PENETRATIONS,GRACE ICE AND WATER SHIELD AT BOTTOM THIRD DEC 2 Q 2023 �� SHIELD AT BOTTOM THIRD NEW ROOF FRAMING TO MATCH EXISTING PITCH, f,.-"'^I� '�'; •1 �_ ROOF FRAMING TO MATCH EXISTING PITCH, ROOF TO BE SPRAY FOAM INSULATED ROOF TO BE SPRAY FOAM INSULATED THROUGHOUT � THROUGHOUT AZEK TRIM BOARDS,SEE DETAIL FOR / / AZEK TRIM BOARDS,SEE DETAIL FOR CHANGE IN PROFILE FROM EXISTING, ---_---�----'- � CHANGE IN PROFILE FROM EXISTING, NEW HALF ROUND GUTTERS AND LEADERS THROUGHOUT / % NEW HALF ROUND GUTTERS AND LEADERS THROUGHOUT CEDAR SHINGLES TO MATCH EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD CEDAR SHINGLES TO MATCH EXISTING,TO BE PAINTED, — EXISTING,TO BE PAINTED, COLOR TBD �/� NEW ROOF OVER PORCH,ATAS METAL NEW ROOF OVER PORCH,ATAS METAL ,� COLOR TBD STANDING SEAM WITH SNOW GUARDS OR EQ STANDING SEAM WITH SNOW GUARDS OR EQ ridge 1T6- " y 17' - 61 1 I I r 1I- i • I '�, ', I I '', �, '-'i 'I � � I � I I � � 1 1 � -�� I� -_, I,, I �, ', ! 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I I' I 1'l I' I I I: I I I I 1' li� i i 1 - - i 1 F I E �.I i I :� 1 I• I II I �I I I / \ i -. - I I I I , I - e, 1 I I I i i I 1' I I� I II I II i' II I I I - CD _ I 1 1 i I I i� I I Ii ,II 1 I � I i I ! i I I i I Irst loot � I - t I I 1 I I I ` I '1 i 1 !' fi rst floor r r r 011f' II 0 0�� 0 I 1 { I L I— CDG E6r VERTICAL SIDING INP PAINTED, as slab r es 9 g -2' - 0" �\` COLOR A DWL SPACE GARAGE DOOR CLAD IN CLEAR NEW IPE DECKING AND -2' - 0" FOUNDATION AT ADDITIONS \ NEW CRAWL CEDAR,6"VERTICAL SIDING CLADDING AT PLANTER EDGE ' 6"VERTICAL SIDING PAINTED, % PT FRAMING CLAD IN CLEAR CEADAR,NEW / \ PT FRAMING CLAD IN CLEAR CEADAR,NEW _.- \ FOUNDATIONS LOCAL TO POSTS TBD WITH COLOR TBD FOUNDATIONS LOCAL TO POSTS TBD WITH CONTRACTOR CLEAR CEDAR OUTDOOR ;- CONTRACTOR \ DROP DOWN ROLLER INSECT SCREEN ON CROSS SHOWER ENCLOSURE, _ _ _ DROP DOWN ROLLER INSECT SCREEN ON CROSS j BEAM,PHANTOM MOTORIZED RETRACTABLE HORIZONTAL 6"SIDING WITH BEAM,PHANTOM MOTORIZED RETRACTABLE j INSECT SCREEN OR EQ MICRO BEVEL INSECT SCREEN OR EQ EXISTING PORCH CLAD IN BLUESTONE, EXISTING PORCH CLAD IN BLUESTONE, MONOLITHIC BLUESTONE STEP AT EAST SIDE MONOLITHIC BLUESTONE STEP AT EAST SIDE NORTH ELEVATION SOUTH ELEVATION ROOF TO BE SPRAY FOAM INSULATED NEW 2X4 FRAMED WALL TO RE-SUPPORT ROOF THROUGHOUT R-30 FRAMING AND RIDGE PLATE EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD �\ NEW PARALAM 31/2"X16"HEADER TO CREATE OPENING BETWEEN DINING AND LIVING NEW TIMBERLINE HDZ SHINGLES,REPAIR SHEATHING \ NEW VAULTED — AS REQUIRED,FLASH ALL PENETRATIONS,GRACE ICE ---------.__ CEILING IN DINING/KITCHEN AND WATER SHIELD AT BOTTOM THIRD \ NEW ROOF OVER PORCH,ATAS METAL rld�e STANDING SEAM WITH SNOW GUARDS OR EQ \ AZEK TRIM BOARDS,SEE DETAIL FOR �� WOW 1 T - 6" A CHANGE IN PROFILE FROM EXISTING, NEW HALF ROUND GUTTERS AND —\ LEADERS THROUGHOUT ;y j CEDAR SHINGLES TO MATCH j EXISTING,TO BE PAINTED, ----_ COLOR TBD C I 6"CLEAR CEDAR I 1111 p NEW CEDAR SLATS ON FRAMED INSECT SCREEN ,`ARE AR�,y PANELS S Q PAU►. eU\'?� ceiling DEMO DOOR AND HEADER FOR FULL _ : 1 0 8' - 0" HEIGHT SLIDING BARN DOOR i'I` I' 777� PT FRAMING CLAD IN CLEAR CEADAR,NEW - ! 8"SHIPLAP WHITE HORIZONTAL !_ i FOUNDATIONS LOCAL TO POSTS TBD WITH — — — — CONTRACTOR (p PANELING,AZEK OR SIM — — — — 1 STONE SURROUND,SEAT,AND DROP DOWN ROLLER INSECT SCREEN ON CROSS '9j� 036004 O� — .11' BEAM,PHANTOM MOTORIZED RETRACTABLE OF EW SHELF 000 INSECT SCREEN OR EQ N EXISTING PORCH CLAD IN BLUESTONE, MONOLITHIC BLUESTONE STEP AT EAST SIDE — _ No. Description Date PROJECT ADDRESS p !' fli St floor 50 6REITSTADT COURT B RE ITST DT CO U R T ' !` SOUTHOLD,NY 11971 0' - O�� arage slab David Burns AIA RESIDENCE gte -2 - 0 347.837.0675 -- davidpaulburns@gmail.com BUILDING E L E VATI CI I'iiiiiiI S Project number 2C 23.01 - - — - _ - — _ FOUNDATION Date DULY 26, 2023 -8' - 0" Drawn by kuthor Checked by CF lecker. cv SECTION Al 06 CV tJ Scale 1/4"_;1'-0" 1 a r� 103 DEC 2 a 2023 VAULTED GYP CEILING,PrrCON REVEAL AT EDGE 2X8 ROOF FRAMING,16"O.C. ROOF PER ELEVATION/ROOF PLAN CONTINUOUS ICE AND WATER SHIELD ` SPRAY FOAM INSULATION,R-30 HALF ROUND GUTTER,TO ROUND LEADER,DRAIN TO DRY WELL,COLOR TO MATCH ROOF ---- SIDING AS PER ELEVATION TYVEK HOUSE WRAP OR EQUAL 1/2"PLYWOOD SHEATHING 3"(R-21)CLOSED CELL SPRAY FOAM INSUAATION 2x 6 STUDS @ 16"O.C. — 1/2"GYPSUM WALL BOARD APPROXIMATE EXISTING ROOF PROFILE AZEK OR EQ SOFFIT AND TRIM BOARD,NEW ROOF PROFILE CREATED AT ALL ROOF OVERHANG ROOF CONDITIONS,GC TO ALLOW FOR ADDITIONAL SIDING REPLACEMENT AT EXISTING SOFFIT TO BE REMOVED (3X)2XI2 HEADER,MODIFIED AS REQUIRED AT EXISTING CONDITIONS TO FIT NEW WINDOWS COPPER FLASHING A WINDOW HEAD WINDOW PER ELEVATION i first floor _ — - — - — - — _ 0' — 0" NEW CONCRETE FOUNDATION WALL 2"R1DID INSULATION 6 MIL POLETHYLENE VAPOR BARRIER . Q —_ CRAWL SPACE,PROVIDE VENTING AS REQUIRED (3))2X12 HEADER,MODIFIED AT EXISTING CONDITIONS TO FIT NEW WINDOWS 4"CONCRETE SLAB r 2"NTINUOUS"BELOWGRADE FOOTING 42 Q' _—_ I —I I •; as- -a a - ° 9 6° °• a.° a y, �- _ 036004 /W OF NF- PROJECT ADDRESS- No. Description Date 50 BREITSTADT COURT B RE ITSTADT C O U R TYPICAL WALL SECTION THRU NEW ADDITION SOUTHOLD,NY 11971 David Burns AIA RESIDENCE 347.837.0675 — davidpaulburns@gmail.com TYPICAL WALL SECTION Project number 2C 23.01 Date JULY 26, 2023 Drawn by _ DPB Checked by DPB (L -- fD fV Al 07 t7 tJ f7 Scale 3/4"= 1'-0" i _. td FORM NO. 3 a 3 TOWN OF SOUTHOLD ` w BUILDING DEPARTMENT SOUTHOLD,N.Y. DEC B`0 2023 NOTICE OF DISAPPROVAL DATE: September 7,2023 REVISED & RENEWED: December 14,2023 TO: Bausch, Rebecca 26 Bellair Dr Dobbs Ferry,NY 10522 Please take notice that your application dated July 28, 2023: For permit to: construct additions and alterations to an existing single=family dwelling at: Location of property: 50 Breitstadt Court..Southold.NY County Tax Map No. 1000 - Section 70 Block 9 Lot 29 Is returned herewith and disapproved on the following grounds: The proposed new construction. on this nonconforming 20.416 sq. ft. lot in the R-40 District. is not permitted pursuant to Article=II Section 280-124 which states; lots measuring between 20;000 to 39.999 square.feet in total size require a rear setback of 50 feet and to have a maximum lot coverage of 20%. The proposed new construction has a rear yard setback of 32.8 feet. The site plan shows a lot coverage calculation of 22.3%. AA (;�WL4V_ Authorized Wilature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 DEC 270.2023 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 7,2023 TO: Bausch,Rebecca 26 Bellair Dr Dobbs Ferry,NY 10522 Please take notice that your application dated July 28,2023: For permit to: construct additions and alterations to an existing single-family dwelling at: Location of property: 50 Breitstadt Court, Southold,NY County Tax Map No. 1000- Section 70 Block 9 Lot 29 Is returned herewith and disapproved on the following grounds: The proposed new construction,on this nonconforming 20,416 sq. ft. lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring between 20,000 to 39,999 square feet in total size require a rear setback of 50 feet and to have a maximum lot coverage of 20%. The proposed new construction has a rear yard setback of 33.7 feet. The site plan shows a lot coverage calculation of 22.08%. Authorized gnature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. i APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS - AREA VARIANCE DEC 2'0 2023 House No. 50 Street Breitstadt Court Hamlet Southold �JJu.J- 11�1 SCTM 1000 Section: 70 Block: 09 Lot(s) 29 Lot Size: 20,584sf Zone R--4d I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 9/07/2023 BASED ON SURVEY/SITE PLAN DATED 09/19/2023 Owner(s): David Burns and Rebecca Bausch Mailing Address: 26 Bellair Drive, Dobbs Ferry, New York, 10522 Telephone: 347.837.0675 Fax: Email: davidpaulburns@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: David Burns for(x)Owner(x)Other:owner and architect Address: 26 Bellair Drive, Dobbs Ferry, New York, 10522 Telephone: 347.837.0675 Fax: Email:, davidpaulburns@gmail.com Please check to specify who you wish correspondence to be mailed to,from the above names. (x)Applicant/Owner(s), ( )Authorized Representative; ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 08/26/2023 and DENIED AN APPLICATION DATED 09/07/2023 FOR: (x)Building Permit O Certificate of Occupancy O Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: Section: Subsection: Type of Appeal. An Appeal is made for: (x)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( )has, (x)has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) 1 � i DEC 2"0 2023 Page 2,Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: rear yard variance- this condition exists today and the request is to extend this by W-5" toward the secondary front yard. the rear porch currently exists. lot coverage-roughly 800sf of requested overage on lot coverage will be an in grade pool condition. the proposed lot coverage is 22.3%,slightly over the 20%prescribed. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: to acheive the buildable area desired we would need to remove the existing patio and lower to grade(currently 12")and move any added area to a second floor which is out of character with the low slung ranch houses of the neighborhood,and this house originally built in 1967. 3.The amount of relief requested is not substantial because: the existing house currently does not abide by the prescribed rear yard of 50',this would extend this condition by 14'-5"toward the secondary front yard(44'at tightest dimension). the pool will be screened by landscape and not perceived from the street. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: it will preserve the 1 story design that is prevelant in the neighborhood,it will create a modest extension to an already existing non compliant condition,and the proposed pool will not be visible from the street 5.Has the alleged difficulty been self created? {x}Yes,or{ }No Why: we could push area to a second floor of the house to alleviate lot area and/or create an offset in plan to remain 50'from rear and remove the pool. the result would be a much more complicated construction project. • Are there any Covenants or Restrictions concerning this land? {x}No { }Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature of pplicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this X0 day ��p� � � LIM KI�A A. of 20 3 NotarY public,M8110 Of New Y0* No. 0111.16144154 Quallfted In Westchester County Notary Public CcmmtssWn Expires Apr. 247 20- , Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION SEC 2`p 2023 ` �� APPLICANT• David Burns SCTM No. 1000-,7i 09.1 '3 3 '^ 1.For Demolition of Existing Building Areas Please describe areas being removed: no removal of existing area II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: north addition-10'x25.9' south addition-14.4'at east/17'at west x 35.3' Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from existing natural grade):approx. 16" to finished floor, 19'from grade to ridge Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: new crawl space,same ground floor height as existing,approx 16" III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 1 story ranch built in 1967 over basement Number of Floors and Changes WITH Alterations: 1 story ranch,extending existing roof lines at north and south for new additions at north and south of home IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 2,967sf Proposed increase of building coverage: increase of 1,613sf,total of 4,580sf (max allowable is 4,117) Square footage of your lot: 20,584sf Percentage of coverage of your lot by building area(lot coverage) existing 14.4% proposed 23.2% Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280,Section 280-207 of the Town Code): proposed 3,276gsf,max allowable is 3,408sf For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): yes V.Purpose of New Construction: increase area to relocate office and provide family room. new pool. no new bedrooms VI.Please describe the land contours(flat,slope %, heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: basically flat. ' Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. \ I RvsA6/2 QUESTIONNAIRE D � 2 ® K3 ` FOR FILING WITH YOUR ZBA APPLICATIONI o A. Is the subject premises currently listed on the real estate market for sale_ - .-- Yes x No B. Are there any proposals to change or alter land contours? x No Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? no 2.)Are those areas shown on the survey submitted with this application? N/A 3.)Is the property bulk headed between the wetlands area and the upland building area? N/A 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? N/A Please confirm status of your inquiry or application with the Board of Trustees: N/A If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? no E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? no If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? no If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: N/A G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? no If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. N/A I. Please list present use or operations conducted at your property,and/or the proposed use existing single family,proposed single family with additions and pool. J. (examples:existing single family,proposed:same with garage,pool or other) za, 11/09/2023 Authorize ature Date i FORM NO. 4 BUIWN OF SOUTHOLD LDING DEPARTMENT DEC 2 ® 2O23 TOWN CLERIC'S OFFICE SOUTHOLD, N. Y. ` �yyeye.� CERTIFICATE OF OCCUPANCY No. ..Z..33.05........... Date .......................C.t or..1............ 19..68. THIS CERTIFIES that the building located at ..W/8...C1A4;Vv1'W-.AV10.......................... Street Map No. SmIWIOIC131ock No. ...................... Lot ................ Park conforms substantially to the Application for Building Permit heretofore filed in this office dated ....................Decealher....19,................ 19-6.7 pursuant to which Building Permit No. ...3:W..Z dated ..........December......19................. 19.67.., was issued, and conforms to all of the requirements of the applicable provisions of the low. The occupancy for which this certificate is issued is ........ .....pr imata.-one...farosly:..dwel.Z3ug.......... ................................................................................ The certificate is issued to .......Maley..Hadnosky. ,....Sx......... ........................ ........................... (owner, lessee or tenant) of the aforesaid building. Health Dept. Approval, October 16 1966, Robert V*11.a ........... .'. .. ........... ..z::1:�...:.....-G/L:..... Building Inspector FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT DEC 2 202 Office of the Building Inspector ; Town Hall Southold, N.Y. P,a CERTIFICATE OF OCCUPANCY No Z-20674 Date APRIL 24, 1992 THIS CERTIFIES that the building ALTERATION Location of Property 50 BREISTADT COURT SOUTHOLD, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 70 Block 9 Lot 29 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 3, 1992 pursuant to which Building Permit No. 20534-Z dated APRIL 9, 1992 was issued, and Conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION TO CHANGE EXISTING WINDOWS TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MARVIN & ANNETTE GRUBMAN (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A uilding Inspector Rev. 1/81 6I Z20 Appendix DEC 2'Q 2023 Short Environmental Assessment Form \\\ Instructions for Completing Jv + Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: 50 Breitstadt addition and pool Project Location(describe,and attach a location map): 50 Breitstadt Court,Southold NY 11971 Brief Description of Proposed Action: 1 story additions to north and south of existing 1960's ranch house,addition of pool Name of Applicant or Sponsor: David Burns Telephone: 347.837.0675 E-Mail: davidpaulburns@gmail.com Address: 26 Bellair Drive City/PO: Dobbs Ferry State: NY Zip Code: 10522 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that x may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES / If Yes,list agency(s)name and permit or approval: x 3.a.Total acreage of the site of the proposed action? .473 acres b.Total acreage to be physically disturbed? •037 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .473 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial 123 Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, y NO YES N/A a.A permitted use under the zoning regulations? DEC 2 ® x b.Consistent with the adopted comprehensive plan? N 6. Is the proposed action consistent with the predominant character of the existing'builvar-ria4fdrJ J NO YES landscape? x 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmenta A a? NO YES If Yes,identify: x 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES x b.Are public transportation service(s)available at or near the site of the proposed action? x c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? x 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: x 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: x 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: x 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? x b.Is the proposed action located in an archeological sensitive area? x 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? x b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? x If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? x 16.Is the project site located in the 100 year flood plain? NO YES x 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ®NO❑YES x b.Will storm water discharges be directed to established'conveyance systems(runoff and storm drains)? If Yes,briefly describe: ®NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the'mpoun rat 1 NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? l+ ® Z�Z If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: x 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: x I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor 1 ame: David Burns Date: 11/09/2023 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate DEC 2 0 2 mall to large impact ` impact may t may cur-j occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse,environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 I • VEC 20 2D23 4 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The Durnose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever acts( is necessary to avoid same. YOUR NAME : Burns, David, P (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold N/A Title or position of that person N/A Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 09 day of November ,20 23 Signature Print Name David Burns v _ 4 _ r , - ���. '� -.3:pa�- • _ - ,aa�} `�'• is .y Ik rs fie` a ,.- ',t. .. '�. � �r"+r�►''.�,.- + • • • - �w {� or, 04 _ /, '.y� ati.- \ v 1, f �`` �y'T�tS' 'r. Y } �� � / I- \ e. ��.: � - ;. ♦t don Fr 1 i „ '.- ` _,• ,-..,,E ,.�• .. . r _. .c.��' ...• � �,4at 1,,.�► .!� f_t - - o�. � 1 Y �7 TY NORTH ADDITII IQ MAKE WCO STA E AT NW CORNER .. r .i. -ice .�h 4 �,. Z,� d 1�' •��I I• r f 50 Breits'r • • • • . . • • • • November19 1 TOWN OF SOUTHOLD PROPERTY D RECOIC --OWNER STREET ' f VILLAGE DIST. SUB. — LOT .ir_:y�'L!i`5"/'•!�! l.3✓.. 0 --. A•` 's _� i y f f „§`c..#�w•." 63 /FORMER.OWNER�,Z.rt;vttf,,ill(t4 fi r' N rE ACR. -- I.s'}.s• ' 1 t fir} } }' S W TYPE OF BUILDING /a :f' '? .j( t, t5.'`�, `� :i• j' 3 r. .. - i !Y/i� a1 ..,i.".!'s �SEAS. # VL. FARM COMM. CB. MILS. Mkt. Value i. LAND IMP: TOTAL DATE REMARKS -17 0 r) =d x ",�J I�° �..>s�,n.'`•'�..�- r�«.�'Pr i c'�.. ' S�~I� 1.��. ,•E�e`c."•;!'YJ�.� tL ,ta�; �y '"$_� t s:» !^ rt ttSP'- ^� t q✓ p /Q ff ! .,{f r'� — —== �',--� (yy p �y P /• d,.j•,.j a,�+'l:3'a. t t t'i C':s `7. .•"•'i�} O �y C ''°"� ,9 l �''l� t✓ 8tf. gF<'ab... I'! _i 5�p 4.. ... .`--..e..,.. � .. � t� °� tom'! � "�" '�°a •�•- �r P � �k "' J�.,f°(.t, �"�.L',i.� �,`f r��'°s=v',. .... ° ._ _. _ "....- In 1t_�) 117 i'�.„,� to - - AG � � C" PUILDING CONDITION � a NEW � �� �f�OR`�AL BELOW ABOVE -------- —' �! �- FARM I Act Value Per Value 1 w Acre Tillable FRONTAGE ON WATER - L F _ Woodland I FRONTAGE ON ROAD 1vMeadowland DEPTH { House PIS r;; BULKHEAD Total DOCK TRIM COLOR now > -4-4--- 17 -1 -11 . tY I 'M i T-7 I I M. Bldg. Extension Extension -7/ .-nsion 'J, I Foundation Bath Dinette Porch 'Basement IFloors I K. OAK lit Porch 'Ext. Walls Interior Finish n- LR. Breezewo, iFire Place Heat DR. Y Rooms I st Floor BR. ' IType Roof Ro Patio lRecreation Room Rooms 2nd Floor O. B. -Dormer Driveway Total ZBA CHECK FEES - 2023 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 12/15/2023 70 Deep Hole Dr LLC 7880SE $1,000.00 2017 12/22/2023 12/18/2023 Curtis-Harvey Rev Trust 7881 $750.00 2940 12/22/2023 12/19/2023 Goydan, William 7882 $750.00 4464 12/22/2023 12/20/2023 Burns/Bausch 7883 $1,250.00 657 12/22/2023 12/20/2023 Huettenmoser, Mary 78847 $3,750.00 1775 12/22/2023 $7,500.00 RECEIVED D EC 2 6 2023 Southold Town Clerk r_ _ .!n of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/26/23 Receipt#: 318320 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7880SE $1,000.00 1 ZBA Application Fees 7881 $750.00 1 ZBA Application Fees 7882 $750.00 1 ZBA Application Fees 7883 $1,250.00 1 ZBA Application Fees 7884 $3,750.00 Total Paid: $7,500.00 Notes: Payment Type Amount Paid By CK#657 $1,250.00 David Paul Burns CK#4464 $750.00 Goydan, Karen &William CK#1775 $3,750.00 Huettenmoser, James & Mary CK#2940 $750.00 Jane W. Harvey CK#2017 $1,000.00 Nichoas Mazzaferro Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Huettenmoser, James & Mary 58 Rolling Hill Dr Catham, NJ 07928 Clerk ID: JENNIFER Internal ID:7884 V �"}� `'" { i I�' _ LEGAL NOTICE UTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,MARCH 7,2024 at 10:00 AM PUBLIC HEARINGS (\ NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), �f Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold, New York 11971-0959,on THURSDAY.MARCH 7. Gfi 2024: Ill � I The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. ^ 10.00 A.M. — GREG FEGOS #7869 - Request for Variances from Article XXIII, Section 280-124 and the / 1` Building Inspector's January 5,2024 Notice of Disapproval based on an application for a permit to extend an existing deck;at;1)located less than the code required minimum front yard setback of 40 feet;2)located less than the code required minimum rear yard setback of 50 feet;located at:1450 Naugles Drive,Mattituck, NY. SCTM No.1000-99-5-17. 10.10 A.M. - JOSH KELINSON #7878 - Request for Variances from Article XXIII, Section 280-124; Article XXXVI,Section 280-208A;and the Building Inspector's November 27,2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1) located less than the code required minimum front yard setback of 40 feet;2) located less than the code required minimum side yard setback of 10 feet;3)located less than the code required minimum combined side yard setback of 25 feet; 4) more than the code permitted maximum lot coverage of 20%; 5) the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code located at:560 Oak Street,(Adj.to East Creek)Cutchogue,NY. SCTM No.1000-136-1-44. 10.20 A.M.-70 DEEP HOLE DR LLC/BRADY LEIFER#7880SE-Applicants request a Special Exception under Article 111,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:70 Deep Hole Drive (adj.to Deep Hole Creek),Mattituck,NY.SCTM#1000-115-12-2. 10.30 A M -CHARLES M.CURTIS AND JANE W.HARVEY.AS TRUSTEES#7881 -Request for a Variance from Article XXIII,Section 280-124;and the Building Inspector's September 26,2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required minimum front yard setback of 35 feet;located at:220 Reservoir Road,(Adj.to Fishers Island Sound)Fishers Island,NY. SCTM No.1000-9-8-3.4. 10.40 A.M. - JAMES HUETTENMOSER #7884- Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 280-207;Article XXXVI, Section 280-208; and the Building Inspector's November 8, 2023 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two-story single family dwelling; at; 1) located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum side yard setback of 10 feet;3)located less than the code required minimum combined side yard setback of 25 feet;4)more than the code permitted maximum average building height of 35 feet;5)more than the code permitted maximum lot coverage of 20%;6)gross floor area exceeding the permitted maximum square footage for lot containing up to 20,000 square feet in area;7)the construction exceeds the permitted sky plane as defined in Article 1, Section 280-4 of the Town Code;located at:2235 Cedar Lane,(Adj.to Spring Pond) East Marion,NY. SCTM No.1000-37-4-7. 10:50 A.M. - DAVID BURNS AND REBECCA BAUSCH #788 Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's December 14, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required minimum rear yard setback of 50 feet;2)more than the code permitted maximum lot coverage of 20%;located at:50 Breitstadt Court,Southold,NY. SCTM No.1000-70-9-29. 11:00 A.M.-ORIENT ACRES,LLC/EVA MALLIS#7885-Request for Variances from Article III,Section 280-15 and the Building Inspector's October 17,2023 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool and an accessory pool house; at; 1)swimming pool is located in other than the code permitted rear yard;2)pool house is located in other than the code permitted rear yard;located at:32625 Main Road,(Adj.to the Long island Sound)Orient,NY. SCTM No.1000-14-2-25. 1.00 P.M.-SILVER SANDS HOLDINGS I.LLC.#7893SE-Request for Special Exceptions pursuant to Article VII,Section 280-35B(6);the applicant is requesting permits to;1)convert an existing accessory boathouse to a freestanding restaurant with office and storage space for restaurant operations,and convert an existing single family dwelling to a commercial kitchen for the restaurant; 2) allow for an existing accessory in- ground swimming pool for public swimming pool use(constitutes second principal use on lot);3)allow an accessory seasonal outdoor barbecue/bar area;located,at 1135 Silvermere Road,Southold,NY.SCTM No. 1000-47-2-15. 1.10 P.M.-SILVER SANDS HOLDINGS I.I.I.C.#7894-Request for Variances from Article VII,Section 280-36; and the Building Inspector's January 10,2024 Notice of Disapproval based on an application for a permit to construct alterations to an existing accessory boathouse to a freestanding restaurant with office and storage space for restaurant operations,an existing single family dwelling to a commercial kitchen for the restaurant,an existing accessory in-ground swimming pool to a public swimming pool(constitutes second principal use on lot)and to permit an accessory seasonal outdoor barbecue/bar area;at;1)the free standing restaurant with office and storage space for the restaurant operations is located less than the code required minimum side yard setback of 15 feet;located at:1135 Shore Drive/1135 Silvermere Road,Greenport,NY. SCTM No.1000-47-2-15. 1.40 P.M.-NORTH FORK PROJECT, LLC/OLD MILL#7.859—(REOPENED January 18,2024) Request for a Variance from Article XXIII, Section 280-121; and the Building Inspector's August 15, 2023, Amended October 4,2023 Notice of Disapproval based on an application for a permit to construct interior alterations to an existing non-habitable accessory tower structure to be used as conditioned habitable space with storage; at 1) proposed use as conditioned, habitable space is not permitted; located at 5670 West Mill Road,(Adj.to Mattituck Creek)Mattituck,NY.SCTM No.1000-106-6-4.1. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link:htta•//24 38 28 228.2040/weblink/Browse.asox?dbid=0. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: February 15,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 , d45a6961 __.'@southoldtowmy.gov AFFIDAVIT OF PUBLICATION The Suffolk Times St ate of New York County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates; 02/29/2024 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name DOUGLAS W REA Digitally signed Notary Public-State of New York by douglas w rea NO.DiRE6398443 Date: 2024.03.08 Subscribed and sworn to before me, Qualified in Albany County 12:25:03 +00:00 My Commission Expires Sep 30,2027 This 08 day of March 2024 Notary Signature Notary Public Stamp OFFICE LOCATION: fjF S0!/ A AILING ADDRESS: Town Hall Annex �� ryo P.O. Box 1179 54375 State Road Route 25 ,`O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY cn Telephone: 631 765-1809 • �OQ http://southoldtow=y.gov ZONING BOARD OF APPEALS Town of Southold LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, MARCH 7, 2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, MARCH 7. 2024: 10:50 A.M. - DAVID BURNS AND REBECCA BAUSCH #7883 - Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's December 14, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; 1) located less than the code required minimum rear yard setback of 50 feet; 2) more than the code permitted maximum lot coverage of 20%; located at: 50 Breitstadt Court, Southold, NY. SCTM No. 1000-70-9-29. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/webIink/Browse.aspx?dbid=0. If you have questions, please telephone our office at (631) 765-1809, or by email: kimf@southo/dtownny.gov. Dated: February 15, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 0-Min Road (Mailing/LISPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 ® P.O.Box 1179 Southold,New York 11971-0959 Fax(631) 765-9064 ISO ZONING BOARD OF APPEALS DATE: January 29, 2024 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; Pursuant to the New York State Governor's announcement lifting many COVID-19 restrictions, the Town will now resume IN-PERSON meetings that are open to the public. For those who wish to attend the meeting virtually, for health and safety reasons, we will continue via Zoom Webinar, as well. Therefore, the March 7, 2024 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. mr:' Below,:�-'easeksee+yinstructi`ons;re PL;EASE.READ? AREb G { uted jo<, rp;e a•;re',for-.AT•"^eat;,Z BrF.rA. u'.rb." l:i:c'rhNae..a,+rrrwi_ri*tg.. w.:, hi c�hi'n'rc' luKd>;er ns: : C LI;Y 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than February 29, 2024.To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of Your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by February 29, 2024, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. w6 Instructions for ZBA Public Heap Page 2 MAILING INSTRUCTIONS: Please send by USRS:OC:ertified'1Vl9 Re uralRectiM the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by February 20,2024. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf e,southoldtownny.gov or elizabeth.sakarellosna,town.southold.n y�us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors> Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/9694/TentativeRoII2023 ', ;®'RdTANTINS�TRU:CTI.. CC'•; O �:Ji }w 6' Scan and email the I!TS�PS mailing receipts, green signature cards and aff davits to kimf - southoldtowmu, , ov, and ** PRO�.MiP.�T4LY ie7SlP'.S MAhL** the 0,1PHI INALS to` the Tkown of Southold, ZBA, P.O. Box IMM Southold; NY 119�7�1. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant r - ,Laserfiche Instructions for Zoning Board of Appeals Records 110 ! OLD .,,C.9� eartr 4 f:overnmen rrieas isititt How Do 1. Y ;;t �- p ^`t,--': a5'. �.C",! 'i^I•.:.'3{s'-'. !'�f if� Bpi', ,�y� rf*'ec++:.. .r�5r, `�F..R,.1e i(. •&. :P.o-.I.� 1.♦ r�J:�-�`U:�n '.1.'•.4�.s�i� +i�'��.i'^•( .<"T�„":5�..;� 5��. MM co Tc TO W AL �' 1N eC9:• f"Nla '%r`,- :',:. '' '.' oWn ':' IaePapmenta, CTdnvnRocotdr. ;«`• orin`s, -':-:j Adetuiar'd ."t3 T,.. Coda- '.:.. 4a1•s, �•p . •,.v��.. .. .`s,x' rr• •aay.bllr,:,•j tVe6�!intf[ sulii'he'�•�:'p�F.mts.A{r{*13caiiims.' �r`., ;/ :%•-, » tatl�t'.Seise::. .,=Easily q--v3-�'' ' ,....."•.:: ._.._...<,�..�E:iv,ri::.:S..::i r'-:�i .':r,crl.:.....-'y ':^_`'.s.._:.s,uuirvsc ::'w...e:_s/'...•-" !.✓'t✓'`o::r3 Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserf cheNtebLink atyWflol:h•.e;p,ASnm slg+ab: Home Browse Search TownOfSouthold TownOfSouthdld Name Pag...nt nam3-Template �^,Town Clerk a Entry Properties .... To Historian Path Trustees Tw nCOSou.fiold .....Zoning Board of Appeals(Z8A) t Creation date ... .... .... .. .. - ... ... „,,.. ._ .. .. 5/S20L;r:'S2.d+AM Page 2 of 2 Fir1t _ 29 Entries Last modified -J to"J2a9'%8:04:P%AM Metadata No.mel lda:.i ass"Tled • rir,...,-u.;.,u^-•o>s w�e,t,,.im!rn.v et,.•..w..e.LG^.^�.w enM Above: -The second of two pages you will find"Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. L r 1, Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLinB MtY+=�Lnk: p Ace t'ztgn�ot Home Browse Search lownpfsourho)d>Zoning Board of Appeals(ZBA) Page Zoning Board of Appeals Name (ZBA) Alphabetical Index R Emty Properties Board Actions y"1"1 tasedwhe Search Guides Path y,1 Meet!ng Schedules Towl';.KSouthol-irLoi Of Appeals(ZBA) ,Mlnutes)AgendaVLegal Notices/Hearings Creation date w Pending 711.0RGO:12:17:1 r,Ph! c�Reports l Last modified �wm Special Event P—ts 52312e17 1 1:07:1 1 AM Training Requirements ZRA OYda{s R Metadata ZBA Polices `IO meG:d�It'a5V�1Ftl ,�Exceptions List Code 290-1OC(3) )uriscicti-Wing t ZBA Bock of Mapped 1977 Existing Lots 189 pctdure&Resuhs 5 Agreements,CPPtraCM Lea— ....... .D Bulk Schedules ... .. .. to Entries Page 1 of 1 Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WebLink 3 M7webLnk-He Abput Sign Out Home Browse Search ;o vnofSouthow>Zonng3oareof Appeals(ZBA) Board Actions Name page count Template name Board Actions ;i 1957-1979 Entry Pope me•. i:980-1999 Path ,;2000 r0r%10(50u:'s•u1Ln2cari^:g BO-.ru 0I Apps,,6 2 AABo.:rd A:1io:r, �'2001 Creation date 2002 Last modified 200.E 329,201711:36:07 A.4 N 2005 z Metada[a 2006 2007 �:J m?cadata d�SiRff7 1 ZOGR 2009 ___..__._....__....._._.I ^12010 &RaWt: NNpx(rsmurttlsel2 i ;z 2011 3 2012 2ot3 201b a 2015 2016 t 2017 ,r pending _. ... ....... .. .,rhukh!memnUlw+lde'paP•t,nnv.titet2 pa+u 1,.t 1 ..r_..+_. Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 ,.me li—s. —1, Zoei,—1 yr aPF.als-.'ew l—'J A.— 1011 2017 a`,aces 9a7eC scan amine Entry Pf.PeNes Path ad 9—d nNons Crandon dale Board 1-7 T'I I-11 i 7- .- rot, 7s I.simaliffi'd ei C'7014 .5 a> BaardArnxOe M16 93 I,iv 70 sa Board se li-,d adlan so 71 —d-- 1. aa�' 63 ..d acdona axis — 9—d Ream .26 73 —ni rn­7 an Board ANom —1d—.11 —1d-- Above: See listed File Numbers. Click an file you are searching. ca-she[ Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink cast., Home Browse search custcima,e search Sort results by Relevance Records Management 5-0 7016 Board Actions.33 page(sl Raid n.—. Chouse,field Page count:83 Template name:Board ACtlors :ageBeset 3 Colin and Kristen Cashel PROPERTY LOCATION:162- e,Shingle Hill.Rsne, ag 4 19,2017 V016.Cashel SCTM NO.1 DOO-9- —26 mins approval to remo page 5 y 19,2017 a7016.CaShel SCTNI NO.IGD69-1-26 GRANT.the variances as... Search t -age 9 COUN&KR15TEN CASHEL SECTION 009 BLOC P,ge 20 Thomas Ahigren(c,shal).PO Box 342 Fishers Island,NY - show more information 7018 Board amens-56 pages) Page count:56 Template name:Board Actions +:gii AS...9:30 A..M.-CQUN CASHEL AND Variances under Article 1d,Se,,,i.n�14 Page 48...anoe(s)KRISTEN CASHEL#7016-Request proposed trellis located In other tha - Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. I Laserfiche Instructions ISO ZBA Files Page 4 Laserfiche WebLink o nsyvrerx,nh Help.Aba,t , Home Browse Search TownOfSnUthold>Zoning Board Of Anpeats IZBA)>MinuteslAgendas/Legal Notices/Hearings Minutes/Agendas/Legal 'Name Page count Template name , Notices/Hearings 01957-1979 2 Entry Properties... - `i 1980-1999 " ttj 2000 2009 , Path -;M 2010 ,crAmOr5uu:haldSZonma Board ut App-Nlls tu?2011 {ZBAjSMinutesl:�gendav;.egaE NbticC Tieanri,p 02012 ' Creation date ri 2013 7/1021Y'12,57:40 PM L`a 201a Last modified r„j 2015 1211W2016 Z;'5:14 PM �2016 2 Metadata °z,]2017 - No me:adamassigned Page 1 of I 11 Eno Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink ' M1ty WebLink Help About i Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Mlnutes/Agendas/Legal NoticevHearings>2017 2017 Name Page count Tempiate name'-" - - ___�ZBA-01 10512017 ' 2 Entry Properties 23A-01/05/2017 Agenda Path ZBA 011052017 Hearing 40 Town.OfSOutholo\Zoning Board 0f Appeals ;ZBA-011052017 LN - 3 (ZBA1\Minute Agen0as/L'eai ZBA-01/192017 2 Noucevtteanngs\201/ ZBA-01/1920t7 Agenda 2 Creation date 1//1612016 2:75:14 PM ZBA.07l02/2017 7 Last modified ,i ZSA-02/0J2017 Agenda 4 6/19/2017 a:53:59 PM ZB.A-07JO212017 Hearing 45 2 Metadata ZB.4-02/022017 LN 3 ZBA-0 211 6201 7 Agenda 3 No Metadata assigned ZBA-02/16/20t7 Special 3 =edure&Results ZBA-03/OJ2017 7 .mlhealthlpapamrarcUses2 ZBA-03/022017 Agenda 4 �- ZBA-03/=017 Nearing 65 ZBA-031OZ2017 LN 3 d`Z2A-03:16/2017 Agenda 3 ZBA-03/16/2017 Special 3 - '.ZB.A-04/0612017 5 1 ZBA-"062017 Agenda 4 - ZBA-O410612017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. � NUTI (. 't ur -HE ARINO The following application will be heard by the Southold Town B; 3, ard of Appeals at Town Hall, 53095 Main Road, Southold: The application will also be available VIA ZOOM WEBINAR= F linkmhttp://southoldtownny.gov/calendar AMEmE BURNS , D . & BAUSCH , R . #7883 -- ' CTM # : 1 000-70-9-29 ..`ARIANCE : YARD SETBACK AND LOT COVERAGE r-,EQUEST: CONSTRUCT ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING E AT E : THURS . MAR. 712024 10 :50 AM You may review the file(s) on the town's website under Town RecordslWeblink: ZBAIBoard Actions/Pending. ZBA Office Telephone (631 ) 765-1809 Glea i I David Bums<davidpaulburns@gmaii.com> 50 Breitstadt -ZBA application Fedora Rucconich<fedorarucconich@yahoo.com> Mon, Mar 4,2024 at 9:53 AM Reply-To: Fedora Rucconich<fedorarucconich@yahoo.com> To:davidpaulbums@gmail.com Thank you for forwarding the documents. I have looked at them and I have no issues Sent from Yahoo Mail on Android On Mon, Mar 4, 2024 at 9:14 AM, David Burns <davidpaulburns@gmail.com>wrote: Hi Fedora, Attached is the mailer that was sent to your attention last week. Please feel free to reach out if you have any questions. Best regards, David David Burns 347.837.0675 Received MAR 0 7 2024 �o'ruf� Board of ApPOWS TOWN OF SOUTHOLD �jurj ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS 17AV112-NO-MS (Name of Applicant/Owner) q S'o 'rS 1W — SCTM No. 1000- (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I,K Owner, ( ) Agent 17 A V I b V5 W S residing at 7d�-65-LIA-112 YJ 12 N 1906yos &D►llo New York, being duly sworn, deposes and says that: On the S& TV day of 202�, I personally mailed at the United States Post Office in New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the K) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the ' ant's property. 01 (Signature) Sworn to before me this Rebecca A. Lucak day of c6V-L)ce V- , 20�� Notary Public, State of New York Reg. No. 01 L-U,63868.82 g CL Ci Qualified in Suffolk County (Notary Public) Commission Expires 02/04/2027 PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. • ■ • ■TIPIED MAIL© ■ ■ o ■ C3 a. • e. • j r—1 C13 C3F Of;€< ik !i;#3'Gli.9;�j fs t : :r�l I; , •z I' t� W f ... II Ei �tf ! �. ertified Mail 'I Fee r3 Certified Mail Fees _ t_!=!c 31 1 $ `t" ! % rU Extra Services&Fees(check box,add fee a ppAp&te) $ SF' �'i ❑Return Receipt(hardcopy) $ , rU Extra Services&Fees(check box,add fee ap r'PrpPdate) ' j Postmark 1_P",_i i! I C3 ❑Return Receipt(electronic) $ ❑Return Receipt(hardcopy) $ " '� Certified Mail Restricted Delivery $ T I 1"l ru Here k,t!_I!11 Postmark ❑ 3 ❑Return Receipt(electronic) $ 0 Adult Signature Required $ {I.l 13 ❑Certified Mail Restricted Delivery $ ;f I,1 11, I— Here C3 ❑ 9 Q F. .i— ❑Adult Signature Restricted Delivery$ []Adult Signature Required $ r-3 ❑Adult Signature Restricted Delivery$ C3 Postage !j "`„3 O Postage "L.3 0 r ag��F es ll j iiJ lli.. Er To I Postage and Fees ra # .63 r-1 $ N� o ! � ra Sent To C3,ee d r A t or P Bp tree • ---- ----:--------------------- 1 + . t Izt I ZIP+4• • ,, ,r.•r• •r r r• r•r••• Postal • © ■ . , O ■ ■ r- Domestic kailOn'lk M777 •. • 7177 O z ; „R .i• m , !... Certifiedal O ",.! 1!(-!� O Fee,.�% . 1!:.: ;..5 !!!'�J Certified Mail Fee "' 11 I= $ �, $ � I IL Extra Services&Fees(checkbox,eddies a , §R"rq(late ❑Return Receipt(hard copy) $ PPp7'flte) rU Extra Services&Fees(checkbox,add fee a CRP AP ) O []Return Recelpt(hardcopy) $ _!"1__ Po tmark Return Receipt electronic $ !-!_!.! ! ❑ P( ) Postmark I3 ❑Return Recelpt(electronic) $ � O ❑Certified Mail Restricted Delivery $ `.G!j.Fir[ Here - i i l l,l_I1,1 0 ❑Certiged Mall Restricted Delivery $ ere []Adult Signature Required $ 1-1 [] !! !I I! - 1 1: ❑Adult Signature Restricted Delivery L, ❑Adult Slgnature Required $ I ry$ L7 � Postage G a.[]Adult Signature Restricted Delivery$� Postage I r- $ "`" r $ J0 2/2 6 -2 0 2' �f U/si,1 ;f]' TtjIPgtageandFees 0- �P�o`rtage and Fees- r $V`•�,i5 Sen n p �� �{ rq I tT Sent a - ----------------- - ------ N ----- 9 NAY- 0.- ----- ----- `,�i /r O Str t an A t.No. or P o V F_Y Ciry S te,ZlP L� Bo I r Dt(1 ----- -------- N r Ciry, 14 ate;ZI 4 --- :.. r r, ,,.•r ■ • ■ -0 Domestic Mail On _.. .. .. C3 o.a✓ -' Certified Mail Fee �,M"4 fji !-'-! 5,3 0 rU Extra Services&Fees(check box,add fee ps appmPytte) ❑Return Receipt(hardcopy) $ !!"11)l Postmark !• 1:3 ❑Return Receipt(electronic) $ II O ❑Cert'rfiad Mail Restricted Delivery $ Here _.:..-,�-•-- []Adult Signature Required $'—.j''.. !!{ I] ❑Adult Signature Restricted Delivery$ Postage Er Tg1aI pp;tage and Fees r-1 $ nifp, p. rU Se .F �D WT----------- C3 dAp[.N.,or PO ox r- F� �7°sC1P _ ► ' ------------------------------------ Ciry tat cr. r r• rrr• ISO TOWN OF SOUTHOLD burns I ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK at t S( AFFIDAVIT OF In the Matter of the Application of: POSTING ft v s (Name of Appli ants) COUNTY OF SUFFOLK STATE OF NEW YORK I, I?Ayl V 614W, residing at Zb 6FU/A')YL- I*VM A P p f,S nnd4 , New York, being duly sworn, depose and say that: I am the CA Owner or( ) Agent for owner of the subject property On the 11114 day of PMM , 20VI, I personally placed the Town's Official Poster on subject property located at: Sb 0 K JK CtV L4Tft UV NM The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be setback not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of Pf1(L. kTw (Owner/ gent Signature) Sworn to before me this L) Day of F7C oc ✓' , 20°ZY c� Rebecca A. Lucak Notary-Public) Notary Public, State of New York Regr No. 01 LU,6386882 Qualified in Suffolk County Commission Expires 02/04/2027 _ T . SECTIONCOMPLETE THIS DELI COMPLETE Signature ■ Complete items 1,2,and 3. A. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. R eiv y Pr' t Na C. Date of Delivery i or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No WAWC,f 1040 [,WAieV1FW Avg ' 'OKI"UO, NY 11'131 3. Service Type ❑Priority Mall Express® II I IIIIII IIII III I II I II II IIII I II IIII I II I II II III ❑Adult Signature ❑Registered Ma11T11 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted jaCertified Mail® Delivery ❑Certified Mall Restricted Delivery ❑Return Receipt for M0 Collect on Deliveryerchandise �2 ArticOie NuOmberOtTransfer 9 m se N cea b 1%. ; i . ;❑:Colle ton Delivery Restricted Deli`ry�t d`$ nature Confirmation nature Confirmation TM —_-- -;_-: i 1 :; . retl tvlai'i i 1 r t 1 1-1 1, �re�Mail Restricted DellVery Restricted Delivery 7021�1.•7,970 =�0`UO0 l8 F601 •07,53 �r$5oo) Domestic Return Receipt PS Form 3811,July 2015 PSN 7530-02-000-9053 • . DELIVERY COMPLETECOMPLETE THIS SECTION e ■ Complete items 1,2,and 3. A. Si. /J gent ■ Print your name and address on the reverse X •yli( drssee so that we can return the card to you. B. Received by(Printed Name) C at of D ive`ry T ■ Attach this card to the back of the mailpiece, i or on the front if space permits. Yes 1. Article Addressed to: i D. Is delivery address different from item 1? If YES,enter delivery address below: ❑No FAFO FAMILY 1295 (LVATWIf-W AVt C,01^1jtoUP 11141 3. Service Type ❑Priority Mail Express® } it i IIIIII IIII ill I II III II IIII I II III I II I III I'IIII ❑Adult Signature ElRegistered Mall ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted, jWCertified Mail® Delivery El Certified Return Receipt for Certiged Mail Restricted Delivery Merchandise � 9590 9402 1419 5329 793$85 0 Collect on Delivery❑Collect on Delivery Restricted Deliv@trV ❑Signature Confirmation T"' 7 article Number;(Transfer froR'i seln;iC(e Ipbgl ¢Insdr' Mail{ i t f 1Rmlsie tact d Deliveture ry 1 :i Ail Restricted Delivery 70�11 V97d b0db= 2.40b' :0177 Domestic Return Receipt PS Form 3811,July 2015 PSN 7530-02-000-905 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. signature �. ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. / Ad red e ■ Attach this card to the back of the mailpiece, B. R dived by ted Name) C. to f Delivery or on the front if space permits. T. Article Addressed to: D. Is delivery address different from item 1? 91 Yes If YES,enter delivery address below: 0 No .0t4j tLVj t.3 11� 3. Service Type ❑Priority Mail Express® II I IIIIII IIII III I II I II I 111111111111111 IN I III ❑Adult Signature ❑Registered Mall ❑Adult Signature Restricted Delivery ❑ RRegistered Mail Restricted, Sii Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for 9590 9402 1419 5329 7939 08 ❑Collect on Delivery Merchandise 2. Article NumberL(Transfenfrom service label) : : 0 Collect on Delivery Restricted Delivery ❑Signature Confirmation- -- t-; —'-_-1;l ¢ ;;_1 'q InsuredjMail j + I i j ❑Signature Confirmation 7021 1970 0 01 0 2=4 01;4 6 Insured'Mail Restricted Delivery i l Restricted Delivery (over$500) 77Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt . 3/6/24, 1:23 PM USPS.com®-USPS Tracking®Results USPS Tracking° k FAQs > Tracking Number: Remove X 70211970000024000184 6d-�" Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 1:57 pm on February 28, 2024 in BROOKLYN, NY 11211. Get More Out of USPS Tracking: m USPS Tracking Plus° a- n. v 0 Delivered Delivered, Left with Individual BROOKLYN, NY 11211 February 28, 2024, 1:57 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70211970000024000184%2C 1/2 3/6/24, 1:24 PM - USPS.com®-USPS Track';Lys Results 1 USPS Tracking® J FAQs > Tracking Number: i�LA(t onAtk I 'Remove X 70211970000024600160 Copy Schedule a Redelivery(https://tools.usps.com/redelivery.htm) Latest Update This is a reminder to arrange for redelivery of your item before March 13, 2024 or your item will be returned on March 14, 2024. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. m Get More Out of USPS Tracking: a USPS Tracking Plus° °' Delivery Attempt: Action Needed Reminder to Schedule Redelivery of'your item before March 13, 2024 s March 5, 2024 Notice Left(No Authorized Recipient Available) PORT WASHINGTON, NY 11050 February 28, 2024, 11:29 am Arrived at USPS Regional Facility GARDEN CITY NY DISTRIBUTION CENTER February 27, 2024, 1:45 pm Arrived at USPS Regional Facility NEW YORK NY DISTRIBUTION CENTER February 26, 2024, 9:05 pm USPS in possession of item NEW YORK, NY 10014 February 26, 2024, 2:35 pm hftps://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70211970000024000160%2C 1/2 p IK'. 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"kd �\ �i• � ��i � � ... t���'i +';;Y'f.:A��y '! `+9,.s' ";v''C� • vw'SAZ� ',i,r,:�bsl'� ,� e�.:`��Vv � `x 4��i���d�a�+.. �aY _ ate,. ..` yy7µm'�- _t '6' 'y♦ .. �, ,�{ �� �-, R�-.. �+..+�. .�� ..L:w7('a _-�tR.r•: "fir �:5....:. :"S:aK4 �'�'S_'►:aK .ti. �', `V�1G�'�:,: BOARD MEMBERS so �® Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 .� Southold,NY 11971-0959 Patricia Acampora = Office Location: Eric Dantes �� Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �Irou v Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD March 26, 2024 Tel. (631) 765-1809 David Burns 26 Bellair Drive Dobbs Ferry, NY 10522 RE: ZBA Appeal #7883 Burns-Bausch, 50 Breitstadt Court, Southold SCTM No. 1000-70-9-29 Dear Mr. Burns; Transmitted for your records is a copy of the Board's March 21, 2024, Findings, Deliberations and Determination, the original of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sincere , Kim . Fuente Board Assistant Encl. cc: Building Department SEE SEC.NO.063 LINE ! ��v• f�/`i�`r•1 V� • '` 4a 6 i4p ,>` q b" 1'e," 1A ,+ \� - �Oo �W y 23.2 38.4A(c) DSOUTHOLD SCHOOL DISTRICT NO.S I' / 60 �'A Y -7D- R- Z 08-08-16 - ,oP •11'',,P e FOR PCL NO. n I� OIRISTIAN _•\ SEE SEC.NO. 14 SCIENCE R U 069-03-010.8 1.5A(c) SO EY 19.9 19.10^ 19.73 19.12z 17 18 1.2 (c) 1.2 (c) 1. 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O. Box 1179 Southold NY 11971-0959 y z� oy • !�`4; Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowiuiy_gov Date Received APPLICATION FOR BU t i; q--l-2-3 W PMhL For Office Use Only PERMIT NO. Building Inspector: JUL 2 8 2023 Applications and forms must-be filled out in their entirety.,Incomplete ]BUILDING>€?Ep°I'a applications Will not be accepted."Where the Applicant is not the owner,an '1'DVN : F sOF'TD;4-i -- Owner's Authorization form(Page 2)shall be completed. Date.July 26, 2023 OWNERS)OF PROPERTY:,- Name: Rebecca Bausch, David Burns FCTM # 1000- 0 9 C�- Project Address:50 Breitstadt Court Phone#:347.837.0675 Email:davidpaulburns@gmail.com Mailing address:26 Bellair Drive Dobbs Ferry, NY 10522 CONTACT PERSON: Name: David Burns Mailing Address:26 Bellair Drive Dobbs Ferry, NY 10522 Phone#:347.837.0675 1 Email:davidpaulburns@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:David Burns, AIA Mailing Address:26 Bellair Drive Dobbs Ferry, NY 10522 Phone#:347.837.0675 Email:davidpaulburns@gmail.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION` ❑New Structure ®Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $225,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? RYes ONO 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property: residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 I this property? Dyes ©No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design•professional is responsible for all drainage and storm water issues as provided by_ Chapter B6 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a,Building Permit pursuant to the Building Zone .Ordinance of the Town of Southold,Suffolk,County,New-York-and other applicable Laws,Ordinances or'Regulations;for thezonstruction of buildings, additions,alterations or for removal ordemofition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code Arid regulations"and to,admit authorized inepectors_on.premises and in buildings)for necessary,inspections.False statements made herein,are_ punishable as a Class A misdemeanor pursuant to Section,210AS of the New York State Penal Law: Application Submitted By(pfint name): David Burns ❑Authorized Agent ®Owner Signature of Applicant: A. � Yy Date: 07.26.2023 STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York tt__ �A SS: No.01BU6185050 COUNTY OF7' F % ) Qualified in Suffolk County Commission Expires April 14,2 hWMAV W-4AJ dJ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1 ay of �"� t Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 t"'Hs 1i AF +`+ -� Y1,13 , GENERAL NOTES- PLUMBING- I SECTION AJ301 SECTION R314 SMOKE ALARMS- ENERGY NOTES- GENERAL NOTES. I CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT UNES,TRAPS,ETC...FOR COMPLETE ALTERATIONS- R314.1 GENERAL. 1 ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK REPORT,IN WRITING,TO THE ARCHITECT AND INSTALLATION. AJ5011 SCOPE. SMOKE ALARMS SHALL COMPLY WTH NFPA 72 AND SECTION R314. CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER 2, INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION AJ301 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.LEVEL 1 1?314.1.1 I(STINGS. EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. BUT NOT LIMITED TO BUILDING CODES OSHA REGULATIONS.LIFE SAFETY CODES&HAZARDOUS EXECUTION AND COMPLETION OF THE WORK 3, INSULATE ALL WATER PIPING. ALTERATIONS TO HISTORIC BUILDINGS SHALL COMPLY WITH THIS SECTION,EXCEPT AS MODIFIED IN SECTION AJ901. SMOKE ALARMS SHALL BE LISTED 114 ACCORDANCE WITH UL 217.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR OTHER APPROVED PARTY AND POSTED ON MATERIAL REMOVAL&DISPOSAL. W a a 2. ALL CONSTRUCTION SF ALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE RRCONYS,OSHA,AND THE 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. A15012 CONFORMANCE. SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED,A UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. 5. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN R314.2 WHERE REQUIRED. BUILDING.WHERE LOCATED ON AN ELECTRICAL PANEL,THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES a 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE 6, ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE NEW ITS EXISTING CONDITION.EXCEPTION.WHERE THE CURRENT LEVEL OF SAFETY OR SANITATION IS PROPOSED TO BE REDUCED, SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THISSECTION. VISIBILITY OF THE CIRCUIT DIRECTORY LABS SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. ARISING L, S NG OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. DRAWINGS.THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY YORK STATE DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. THE PORTION ALTERED SHALL CONFORM TO THE REQUIREMENTS OF THIS CODE. R314.2.1 NEW CONSTRUCTION. 3.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUiREMENTS OR BECAUSE THEY APE NOT A15013 FLOOD HAZARD AREAS. SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. INSULATION ON THE SURROUNDING SURFACES. CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. OEC 1 4 2023 SPECIFICALLY REQUIRED BY THE CODE. IN FLOOD HAZARD AREAS,ALTERATIONS THAT CONSTITUTE SUBSTANTIAL IMPROVEMENT SHALL REQUIRE THAT THE BUILDING R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. 4.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON 4. DO NOT SCALE THE DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT HEATING AND COOLING- COMPLY WITH SECTION R322 OF THIS CODE. EXISTING DWELLINGS UNDERGOING REPAIR„ALTERATION,CHANGE WITH THE CRITERIA LISTED IN TABLE N1102.4,11(R402.4.1.Q WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD THESE DOCUMENTS.THE CONTRACTOR IS SOLEY RESPONSIBLE FOR FOR CLARIFICATION- AJ501.4 BUILDING ELEMENTS AND MATERIALS. OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. "METHODS&MEANS"OF CONSTRUCTION.THE ARCHITECT 15 NOT RESPONSIBLE FOR FIELD 1. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS_ 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. BUILDING ELEMENTS AND MATERIALS USED FOR ALTERATIONS LEVEL 1 SHALL COMPLY WITH THIS SECTION- WiTH SMOKE ALARMS AS REQUIRED BY APPENDIX J. 5.TE5TING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN SUPERVISION. F ��� ALL SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 2. COORDINATE WITH OWNER THE NUMBER ES ZONES AND LOCATIONS OF THERMOSTATS. AJ501.4.1 INTERIOR FINISHES. R314.2.3 ATTACHED GARAGES. CZ 4A,5,6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. QUIT 11,61. Q 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. t +�1�;� 6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. ALL NEWLY INSTALLED INTERIOR FINISHES SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF HEAT DETECTION RATED FOR THE AMBIENT OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE 6.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 FOR DUCTS 3"DIAMETER C)w~11 O! r���k (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CHAPTER 3 OF THIS CODE. ATTACHED TO OR LOCATED WITHIN WITHIN NEW AND EXISTING DWELLINGS.HEAT DETECTION SHALL BE INSTALLED IN A OR GREATER,AND R-6 FOR DUCTS LESS THAN 3"IN DIAMETER.EXCEPT DUCTS THAT ARE LOCATED CONSTRUCTION. A1501.4.2 MATERIALS AND METHODS. CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. ELECTRICAL- ? ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER TABLE M1505.4.4: ALL NEW WORK SHALL COMPLY WITH MATERIALS AND METHODS REQUIREMENTSF THI E. r�/[/ B O S O S COD INSTRUCTIONS. 6A Ol1CT SEALING-DUCTS,AIR HANDLERS AND FILLER BOXES SHALL BE SEALED. (l PROVIDE A SWITCH-CONTROLL ED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMFTTENT OR 20 CFM CONTINUOUS. 1. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE RCONYS AND WITH THE NYS ENERGY AJ501.4.3 REPLACEMENT DOOR AND WINDOW DIMENSIONS. EXCEPTION:HEAT DETEC11ON IS NOT REQUIRED IN DWELLINGS VJTF ROUT COMMERCIAL POWER. 7.DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. llllll REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. 8. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE CODE. MINOR REDUCTIONS IN THE CLEAR OPENING DIMENSIONS OF REPLACEMENT DOORS AND WINDOWS THAT RESULT FROM THE R314.3 LOCATION. 8.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. .,- - � .- •....•.• ..,:,: , NOTES AND SPECIFICATIONS 2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE USE OF DIFFERENT MATERIALS SHALL BE ALLOWED. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 9.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS?105 F DEGREES OR<55F DEGREE UNDERWRITERS,AND ALL STATE AND LOCAL STANDARDS. S SHALL 4. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, A1501.4.3.1 REPLACEMENT WINDOWS. 1.IN EACH SLEEPING ROOM. BE INSULATED WITH R-3 MINIMUM. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE F ! THE REPLACEMENT OF EMERGENCY ESCAPE AND RESCUE OPENING WINDOWS IN CONFORMANCE WITH THE CODE IN EFFECT 2.O11T51DE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 10.MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC AMC. n CONCEALED IN WALL OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES AT THE TIME OF CONSTRUCTION SHALL NOT REQUIRE COMPLIANCE WITH F a.-•.��•"<.mk""' "-T-<+- .,,w".,"1-.F>..-".,.I- "�M. ""m^"�+"-^-�^'+_�* •�•�_.�."-...».w.......S QU U TH SECTION R310. 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING 1].EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON BUILDING LOADS CALd ELATED IN ACCORDANCE WITH ACCA "'�'"�""'^�;-� AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL 70.PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 RCONYS, WHERE AJSOt4.4 REROOFING. CRAWL SPACES AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WLTHOUTAN MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES AS PROVIDED BY A THIRD a + INSPECTORS. MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE.PROVIDE ACCESS AS PER SECTION M1305-1,3 OF THE RCONYS. WHERE ALTERATION WORK INCLUDES RECOVERING OR REPLACING AN EXISTING ROOF COVERING,TFiE PROVISIONS OF THIS INTERVENING DOOR BETWEEN 111E ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR PARTY HERS RATER IF REQUIRED. ""'""""""`""-""`` 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, ,. VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS: THE MINIMUM NET AREA OF VENTILATION SECTION SHALL APPLY.REROOFING SHALL BE IN ACCORDANCE WITH SECTION R908 THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 12.LIGHTING-NOT LESS THAN 90%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA ONE SUCH VENTILATING ROUGHING, RE AJ5015 MEANS OF EGRESS. 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 MM)HORIZONTALLY FROM THE DOOR OR OPENING OF A HIGH-EFFICACY LAMPS. e T ;,,3„ 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS, O GHING,WIRE,!UNCTION BOXES,ETC PROVIDE COMPLETE OPENING SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. MEANS of EGRESS FOP.BUILDINGS UNDERGOING ALTERATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 702 OF BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM 13.ALL HVAC,PLUMBING&ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, � 'o / "" INSTALLATION. 11. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS:ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN THE PROPERTY MAINTENANCE CODE OF NEW YORK STATE. REQUIRED BY THIS SECTION. INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT SHALL BE THE / ' 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL B RUN IN CONDUIT. 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30"MINIMUM A150L6 FIRE AND LIFE SAFETY PROTECTION R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS, 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WiTH ACCEPTED PRACTICE,OUTLETS 12"ARE AND SWITCHES 42"AFF. -r UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED AND SHALL COMPLY SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A WRITTEN STATEMENTS OF THE MECHANICAL,AIR CONDITIONING,VENTILATION.HEATING SYSTEMS(NEW, ,7 ^•, 9. LABEL PANEL BOARD OF ALL CIRCUITS. - i WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.12 OF THE RCONYS. WITH THIS SECTION. SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPT, ! 10.COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK PIPING,ETC..-TO AVOID CONFLICT. + 12.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF UENS,SIGNED BY ALL SUBCONTRACTORS A1501.6.1 SMOKE ALARMS. 1.IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET(6096 MM)HORIZONTALLY FROM A 14.R501-1.1 ADDITIONS,ALTERATIONS OR REPAIRS:GENERAL ADDITIONS,ALTERATIONS OR REPAIRS TO AN 11 COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAYBE REQUIRED THAT IS NOT INCLUDED AND MATERIAL SUPPL IFRS,IN ADDITION TO THE GENERAL CONTRACTOR WHEN INTERIOR ALTERATIONS OCCUR IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH PERMANENTLY INSTALLED COOKING APPLIANCE. EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION R502,R503 OR / , I . 13.ALL ELECTRICAL WORK.SHALL CONFORM TO RULES AND PEGULA71ONS OF THE NATIONAL CODE AND NEW YORK IN THE CONSTRUCTION DOCUMENTS. SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS;THE SMOKE ALARMS SHALL BE INTERCONNECTED IN 2.IONIZATION SMOKE ALARMS WiTH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET(3048MM) R504.UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO 11"' 12.ALL EXISTING OUTLETS AND SWITCHES THAT REMAIN ARE TO RECEIVE FACEPLATE AND NEW DEVICE TO MATCH NEW. +� STATE BOARD OF FIRE UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR ACCORDANCE WiTH SECTION R314.4.EXCEPTION:IN OTHER THAN BED AND BREAKFAST DWELLINGS,SMOKE ALARMS IN HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. COMPLY WITH THIS CODE. � TO FINAL PAYMENT. EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED AND HARD WIRED WHERE INTERIOR WALL OR CEILING S.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLEDLESS THAN 6 FEET(1828 MM)HORIZONTALLY FROM A 15.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING"�"-- 14.ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. FINISHES ARE NOT REMOVED TO EXPOSE THE STRUCTURE. PERMANENTLY INSTALLED COOKING APPLIANCE. SYSTEM IN ACCORDANCE WITH SECTION NT103.1.1 CONTROL SYSTEMS. " *' CARPENTRY AND LUMBER- ----R 15.REMOVE ALL RUBBISH AND DEBRIS RESULT NG FROM WORK.SITE TO BE KEPT IN BROOM CLEAN CONDITION A15016.1.1 POWER SOURCE. R314.4 INTERCONNECTION. 16.ALL EXTERIOR WALUFLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE ti" """"_.. 1. ALL(UMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STALE. +: THROUGHOUT ALL PHASES OF WORK. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTATED LN BUILDINGS WITHOUT COMMERCIAL WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELUNG UNIT IN R402.4.11 APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING m ,"• "'""" I. LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES, �"''L 16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. POWER OR AN ON-SITE ELECTRICAL POWER SYSTEM,OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ACCORDANCE WITH SECTION R314.3,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE INTERIOR GYPSUM WALL BOARD. " "�,;8 ''^�4r- ��'�- 'A ` F HANGERS,ECT-,REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED ( p�"""°"s+... ,•r: 17.PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. ARE NOT REMOVED TO EXPOSE THE STRUCTURE. ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHYSICAL ,'"r .."„,�- WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS,CONNECTORS,@RIDGING,AND OTHER T .I 18.GUARANTEE IN WRITING WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE SMOKE INTERCONNECTION. INTERCONNECTIONTALLEDALL OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE I r n, . ." L�,,, 4 ACCEPTANCE BYO OWNER. SMOKE ALARMS SHALL NOT BE REQUIRED TO BE INIEP,CONNECTEDWIHERE BATTERY OPERATED ALARMS ARE PERMITTED. INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. :„ t ,,,- ACCEPTANCE •: OF NEW YORK STATE. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED INt 4;, 19.THESE PLANS HAVE BEEN PREPARED!N COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY AJ501.7 STRUCTURAL EXCEPTION:SMOKE ALARMS AND ALARMS INSTALLED TO SATISFY SECTION R314-4.1 SHALL NOT BE REQUIRED TO BE ^;`" - 41L ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. WHERE ALTERATON WORK INCLUDES REPLACEMENT OF EQUIPMENT THAT IS SUPPORTED BY THE BUILDING,THE INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS ARE NOT INTERCONNECTED OR » ` a ' CONSTRUCTION DOCUMENTS. d" 20,ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL STRUCTURAL PROVISIONS OF THIS SECTION SHALL APPLY. WHERE SUCH EXISTING SMOKE ALARMS OR ALARM IS NOT CAPABLE OF BEING INTERCONNECTED TO THE EXISTING SMOKE I I - , 2. All STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER HEM-FIR FB 850 PSI AND E 1300,000 PSI UNLESS L BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.. AJ5017.1 DESIGN CRITEP.IA ALARMS. f A` � y OTHERWISE INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL " �" ,.I$`.I 21 THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE EXISTING STRUCTURAL COMPONENTS SUPPORTING ALTERATION WORK SHALL COMPLY WITH THIS SECTION. R314.4.1 HEAT DETECTION INTERCONNECTION. AND/OR SHOWN ON ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS DESIGN OR CONSTRUCTION OF THE WORK P`' AJSOL7.1.1 REPLACEMENT OF EQUIPMENT. HEAT DETECT SHALT BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT.ALARMS ^� °„ s'r " '°x`;1 22.THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS, AND OTHERWISE SHOWN ON DETAILS. WHERE REPLACEMENT OF EQUIPMENT RESULTS IN ADDITIONAL DEAD LOADS,STRUCTURAL COMPONENTS SUPPORTING SUCH AND SMOKE ALARMS THAT ARE INSTALLED FOR THIS PURPOSE SHALL BE d, ''�y+ �+, ; s,i. +"k° 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE SHAI L COMPLY WITH CHAPTER 14 OF THE RCONYS. EQUIPMENT SHALL COMPLY WITH THE LOAD REQUIREMENTS OF THIS CODE.EXCEPTION:BUILDINGS CONSTRUCTED IN LOCATED IN A HALLWAY,ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. f k Ti„V* �" .' REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ACCORDANCE WITH THIS CODE AND WHERE THE ADDITIONAL DEAD LOAD FROM THE EQUIPMENT IS NOT INCREASED BY MORE R314,5 COMBINATION ALARMS. t I a APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 5/8"THICK j`; ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS THAN 5 PERCENT. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. •x,?� �. AND ALL WALL PLYWOOD TO BE 1f2"THICK 24.ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS: AGGREGATE GLAZING SHALL NOT AJ501.72 REROOFING STRUCTURAL AND CONSTRUCTION LOADS. R314.6 POWER SOURCE. ,�#��." 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE �.,,' BE LESS THAN 8Mo OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE THE STRUCTURAL ROOF COMPONENTS SHALL BE CAPABLE OF SUPPORTING THE ROOF COVERING SYSTEM AND THE MATERIAL SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A ,.7z ?'.', PRESSURE TREATED 10 DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Ct AND ,� „ 4%OF THE FLOOR AREA BEING VENTILATED. AND EQUIPMENT LOADS THAT WILL BE ENCOUNTERED DURING INSTALLATION OF THE ROOF COVERING SYSTEM. COMMERCIAL SOURCE AND,WHERE PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY.WIRING C2 FOR WATER-BOURNE PRESERVATIVE TREATMENT. 25.ASSUME ASOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF THE RCONYS.ANY UNSTABLE A7501.8 MECHANICAL SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT J�,. u 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED, ALTERATIONS TO ANY MECHANICAL SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 12 OF THIS CODE FOR PROTECTION. +, 25.A SU ME A SOI CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL U REPORTED TO THE c m ARCHITECT PRIOR TO THE CONTINUATION OF WORK. STRUCTURAL CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL NEW MECHANICAL SYSTEM WITHOUT REQUIRING THE EXISTING MECHANICAL SYSTEM TO COMPLY WITH ALL OF THE EXCEPTIONS: �" *fµ� ENGINEER MUST BE SUBMITTED FOR REVIEW. r 26.FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE RCONYS. REQUIREMENTS OF THIS CODE. 1.SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT "L A 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-O"O.C.MAXIMUM SPACING. SECURE BOTTOM OF 27.SMOKE DETECTORS SHALL BE INSTALLED AS PEP.THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE PCONYS: A150t9 PLUMBING. COMMERCIAL POWER. > �• SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. ALTERATIONS TO ANY PLUMING SYSTEM SHALL CONFORM TO THE REQUIREMENTS FOR A NEW PLUMBING SYSTEM WITHOUT 2.SMOKE ALARMS INSTALLED IN ACCORDANCE WITH SECTION R314.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. p0 '} . 7. ALL CAP.PENIRY MATERIALS TO BE INSTAL ED AS PER MANUFACTURER'S RECOMMENDAT ONS A1ND SPECIFICATIONS. IMMEDIATE VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING REQUIRING THE EXISTING PLUMBING SYSTEM TO COMPLY WITH ALL THE REQUIREMENTS OF THIS CODE. R314-7 FIRE ALARM SYSTEMS.FIRE ALARM SYSTEMS SHALL BE PERMITTED TO BE USED IN LIEU OF , 14 1 � i BASEMENTS/CELLARS,BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE AT11r_5. 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH V2"THICK GYPSUM WALL A C. BOARD.S/8"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5!8"THICK A1501.9-1 MATERIALS. SMOKE ALARMS AND SHALL COMPLY WITH SECTIONS R314J.1 THROUGH R314.7.4. " y, 28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE FOLLOWING PLUMBING MATERIALS AND SUPPLIES SHALL NOT R314.7,1 GENERAL _ /", . THE RCONYS, MOISTURE RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS.WONDER BOARD ' +I• ,K>a s" BE USED: FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT "' 29.THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK SHALL BE USED ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. ,PCs I IC 9- ALL EXTERIOR WALLS TORE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.0 WITH 1/2"PLYWOOD COVERED 1 ALL-PURPOSE SOLVENT CEMENT,UNLESS LISTED FOR THE SPECIFIC APPLICATION; PROVISIONS OF NFPA 72.SMOKE DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 268. Yw " ANY OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN 2.FLEXIBLE TRAPS AND TAILPIECES,UNLESS LISTED FOR THE SPECIFIC APPLICATION;AND R314-7.2 LOCATION. I' WITH 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS �,�""{ � �` ACCORDANCE WITH ACCEPTED PRACTICE. 3.SOLDER HAVING MORE THAN 0-2-PERCENT LEAD IN THE REPAIR OF POTABLE WATER SYSTEMS. SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN SECTION R314.3. r*r : • "' `' 30.THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM 70 THE DRAWINGS. SUPPORTING WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD 15 LOCATED AT THE BEARING POINT OF EACH AJ501.9.2 WATER CLOSET REPLACEMENT.WHEN ANY WATER CLOSET IS REPLACED,THE REPLACEMENT R314.7.3 PERMANENT FIXTURE. P, �I. e".., THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. WOOD TRUSS OR JOIST. WATER CLOSET SHALL COMPLY WITH SECTION P2903.2. WHERE A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLED,IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY, 41 } 31.THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE 10.WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED !1 I ,.�, A1501K)ELECTRICAL OWNED BY THE HOMEOWNER. CLOSEOUT OF THE CONSTRUCTION. AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR. }, , i :' . :r ANY ALTERATION TO AN EXISTING ELECTRICAL SYSTEM SHALL BE MADE IN CONFORMITY WITH THE PROVISIONS OF CHAPTER R314-7.4 COMBINATION DETECTORS. * r 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR 1t PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS E34 THROUGH CHAPTER E43 OF THIS CODE. COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS7 �ur .PER SECTIONS R602.8 AND R1001.12 OF THE RCONYS. OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. IN UEU OF SMOKE DETECTORS,PROVIDED THAT THEY ARE LISTED IN 33-IF ANY CONTRACTOR OR SUBCONTRACTOR OBJEC S TO THE CHARACTER:OF THE DETAILS HE SHALL NOTIFY THE 12.INSULATION!N ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATION IN ACCORDANCE WITH UL 268 AND UL 2075. If ARCHITECT PRIOR TO CONTINUATION OF THE WORK. ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE 34.BASEMENTS WITH HABITA.BI E SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY TO BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE.ALL GARAGE NOTES- ESCAPE&RESCUE OPENING AS PER SECTION P310 OF THE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL INSTOULATIO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. I HAVE A SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE FLOOR AND S1 ALL HAVE A MINIMUM NET CLEAN OPENING OF 5 13.ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS:THE MAXIMUM RISER HEIGHTNL S. OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN i ,. . ." SQUARE FEET. SHALL BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 4 INCHES,UNLESS OTHERWISE NOTED ON PLAN 35.PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER ACCORDANCE WITH SECTIONS R302 5.1 THROUGH R302.5.3. SECTION R308.4 OF THE RCONYS:ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. STAIRWAYS SHALL NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND R3025.1 OPENING PROTECTION- 36.INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE OPENINGS FROM A PRIMATE GARAGE DIRECTLY INTO A ROOM USED RCONYS. STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING ""'"^"'"'""'""`"""'""""""""`""`"""""^-""'"""•"""°°"""'°"""`"°:'"""`""' TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OTHER 37.FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) HANDRAILS ARE PROVIDED ON BOTH SIDES. OPENINGS BETWEEN THE GARAGE AND RESILIENCE SHALL BE p' ° 4 ��+ t �t,gyp#yr'Y g qy. 6 AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND SECTION ROOF SPACE AS PER (355 MM)IN THICKNESS,EQUIPPED WITH SOLLID D OR HORS NOT LESS THAN NEYCOMB-CORE STEEL(NCHESDOORS 4!r f&�,.y,k'•R, L'�7�dF'�h1'R f z,r.. L'i�i:,O ' OS &� 'F,r,'. SECTION R602.8 OF THE RCONYS. MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE 14.ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS * a OF MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING ( ) � ,r,. RCONYS. NOT LESS THAN 13/8 INCHES 35 MM THICK,OR 20-MINUTE FIRE-RATED 4 38.GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS:OPENINGS BETWEEN THE GARAGE DOORS,EQUIPPED WITH A SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE. .,,� AND RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL All MEMBERS '�'�'�q) 1 ,„rl%' J'�+L)I DEVICE DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM AND SECUPE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. Sv, IRJ r . �.fir , " ' THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1114"WIDE IN BU H DIRECTIONS FOR SECURING SUBFLOORING, + Iy,,,,,:, INTO THE GARAGE.WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING DRYWALL,ETC.-FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO S ,w-•Q` SD NAILS AT EACH END. '(�AAA$1rrrt TC� ti I OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 314 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL A�'d}*'I n yy�I i' LNMYiSMai`. sE `-+ CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE C. PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATT R IOSET DRAIN BENDS AND AT ALL VENT AND � L I.1 I&VPJ4 W4v A+AIT. . � s PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM BOARD.OPENINGS IN HORIZONTAL SEPARATIONS SHALL MECHANICAL.OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT- N D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS S TALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS jN'tj9°{K I! .1aI m a � ,�i�A'K A ; NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS. •` 39.HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RCONYS. AND SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GiRDER. L 01".lMx�U100-TW2' �1C"TM'1 N YO #1 $> �J'1"`'Y�" ;:1 FA WN'x stp,r sg to e v , ; 40.PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. E. All STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE 44I 1L...-`0 -�-, 4 ,AIf AtA,P",a�'?PIP, � ,�',a r �Ih�'�L�.�I 41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BULLDLNG CODE- RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: l 0 e'dv w" a �e +>,1. " ': 1',.,� L) 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OT"'LUNGS AND TRIPLED AT CORNERS. _ - � r`M:• L'«•u F�' n �" �L -' . SITE WORK- 2. PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OP WIDER. J, AY'V"81 40 III t!" 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 3. FRAMING TO SUIT WORK OF OTHER TRADES. L' *�..`,"-- - - .- ICE')' 2. LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS, SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH V OF TREE DIAMETER, 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... � ` SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACnJSt SUPPORTS. NAIL WITH 6D COMMON NAILS @6"O.C. SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. LOT INFOR TION 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES, ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATE END VIRGIN SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. JOINTS OVER SUPPORTS AND DRIVE NAILS RUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED, PARCEL ID-1000070000900029000 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR SHALL BE SIMILARLY INSTALLED. DISTRICT-1000 WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. G.ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS- LOCATE END JOINTS OVER 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME SUPPORTS AND STAGGER JOINTS. PROVIDE METAL N-CLIP AT JCIINTS AT SIDES OF PANELS WHEN SPACING OF THE SECTION-07000 USING PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND Ff. FUR TS IS 24"O.G MEMBRANE WATERPROOFING.ADEQUATE'_Y BRACE WALLS PRIOR TO BACKFILL. H. FURRING,WHERE REQUIRED,TO BE(RUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTING - BLOCK-0900 SURFACE 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS . LOT-029000 ON GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL 15.ALL FLOORS TO BE COVERED WITH THIN SET TILE SHALL HAVE ONE LAYER OF 314"U14DEPLAYMENT BOARD OR OTHER APPROVED EQUAL OVER SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF CONCRETE- 3/4"PLYWOOD SUBFLOOR. t- ALL CONCRETE SHALL BE AIR ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR 16.ALL LUMBER DELIVERED AND STORED AT PROJECT SiTE SHAL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN ENTRANCE)AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI.CONCRETE SLABS OR HEAVY GAUGE PLASTIC.ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT,DRY ON GRADE AREA.THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION, TO BE REINFORCED WITH W.W.F.6x6-10/10. 2- ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT MESH SHALL CONFORM TO ASTM A185 AND A82. 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF Door Schedule THE LATEST AO BUILDING CODE,ACI 318 AND ACJ 315. 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THIC(NESS SHOWN ON DRAWINGS. 5. ALL CONCRETE SHALL RE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF Mark Type Type Comments 36"BELOW FINISHED GRADE. 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. MASONRY- NOTE-ALL BEDROOMS USE TYPE B CASEMENT-ACW4044D OR EQ WHICH OFFER 6.12SF OF CLEAR OPENING FOR EGRESS WINDOW 1 METAL AND GLASS ENTRY DOOR FLEETWOOD OR EQ WITH SCREEN 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, THIS UNIT MUST MEET OR EXCEED: LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1)CLEAR OPENABLE AREA OF 5,7 SQ.FT. 36X80 DOOR I"PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNTI MASONRY ASTM C-270 AND SHALL 2)CLEAR OPENABLE WIDTH OF 20" TYPES MORTAR.ALL MASONRY WALLS AND CORNERS BE PROPERLY BONDED. 3)CLEAR OPENABLE HEIGHT OF 24" 2. 1 a METAL AND GLASS S I D E L ITE TO FLEETWOOD O R EQ 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE Window Schedule MATCH ENTRY DOOR ARCHITECT, HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING 2 METAL AND GLASS ENTRY DOOR FLEETWOOD OR EQ WITH SCREEN CODE- CONSTRUCTION UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. 4. ALL CONCRETE MASONRY UNTI WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. Rough Rough 36X80 DOOR ��RED q/?cy THESE PLANS HAVE BEEN DESIGNED FOR COMPLIANCE WITH THE: 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR.TOOLED JOINTS AS Type Height Width Manufacturer I E 5 / 1.2020 RESIDENTIAL CODE OF NEW YORK STATE DIRECTED BY ARCHITECT. 3 9 X9 CUSTOM CLAD GARAGE DOOR ��� ��MAUL J4��s�Fc, 2.2020 ENERGY CONSERVATION CODE OF NEW YORK STATE 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. MATCHING ADJ SIDING �A 3.WIND DESIGN COMPLIANCE AS PER 2020 RESIDENTIAL CODE OF NEW 7. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 �� �� p 4 METAL AND GLASS GLIDING QUAD YORK STATE ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 FLOOD- SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL.OR VERTICAL TYPE A-AWNING 3' - 0 1/2" 3' - 0 1/2" Andersen Corporation '� - i DIMENSIONS. FLEETWOOD OR EQ WITH SCREEN * .- * RESISTANT CONSTRUCTION PER TOWN OF SOUTHOLD CONSTRUCTION TYPE A-AWNING 3' - 0 1/2" 3` - 0 1/2" Andersen Corporation DOOR STANDARDS,RCNYS SEC R322,AND ASCE 24-14. HEEL- TYPE A-AWNING 3' - 0 1/2" 3' - 0 1/2" Andersen Corporation 5 METAL AND GLASS GLIDING DOUBLE FLEETWOOD OR EQ WITH SCREEN N� m 6. ENGINEERED WOOD PLACARD NOTES REQUIRED ON PLANS t ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WiTH THE LATEST DOOR '9j� 036004 O PER TITLE 19 NYCRR PART 1265.4 EDITION OF THE AISC SPECIFICATION. TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation F y 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND 7.TOWN OF SOUTHOLD ZONING&CONSTRUCTION CODES WITH � A307 BOLTS WITH LOCI<WASHERS. TYPE B - CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 6 INTERIOR POCKET DOOR SOLID CORE F NEW EXCEPTIONS TO ZONING LISTED ON A.101 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. COORTO BE CTURAL ELDINGSHALLBEERFOREDBY THE ACERIFIED T. TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 7 INTERIOR FLUSH 3OX80 SOLID CORE 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN WELDING SOCIETY'S STANDARD Ql IAUFICATLON PROCEDURE. 6.ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 8 INTERIOR FLUSH 3OX80 SOLID CORE ON DRAWINGS. 9 INTERIOR FLUSH 36X80 SOLID CORE No. Description Date TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation DOOR TO GARAGE SEE NOTE ABOVE PROJECT ADDRESS- B RE ITSTADT COURT � 50 BREITSTADT COURT 1. ISSUE FOR PERMIT o7.26.zoz3 1. FOUNDATION PROTECTION_ TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 10 INTERIOR FLUSH 30X80 SOLID CORE SOUTHOLD,NY 11971 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH THE MESH- Al1UNOF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BYA LAYER OFASPHALT- SATURATED MESH- TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 13 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE 2.POLYETHYLENE ALTERNATE MATSHEERIAL TBITUTRFOUNDATION MANUFAALUREDBYCIONTOBEARUBBERIZEDASPHALTPROVE (EQUAL LY INSTALLED ATION 14 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE RESIDENCE POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W-R.GRACE COMPANY OR APPROVED EQUAL INSTALLATION TO TYPE B- CASEM ENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation David Burns AIA COMPLY WiTH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTLONS OR PROVISIONS ARE 347.837.0675 REQUIRED DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 15 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS- GENERAL NOTES 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 16 INTERIOR CLOSET 48X80 davidpaulburns@gmail.com INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP BASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL TYPE B - CASEM ENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 17 INTERIOR CLOSET 48X80 FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE 1NSTALLATIONOFALL 18 INTERIOR FLUSH 30X80 SOLID CORE FLASHING WITH CARPENTRY,MASONRY,AND ROOFING TRADES. TYPE B- CASEMENT 4' - 0 1/2" 4' - 0 1/2" Andersen Corporation 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES, TYPE C- CASEMENT 2' - 0 1/2" 2' - 0 1/2" Andersen Corporation 19 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE Project number 2023.01 6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. TYPE D - FIXED 5' - 0 1/2" 5' - 0 1/2" Andersen Corporation 20 INTERIOR CLOSET 48X80 MATCH EX SIZE Date JULY 26, 2023 FINISHES- TYPE E -AWNING 1' - 6 1/2" 5' - 0 1/2" Andersen Corporation 21 INTERIOR FLUSH 3OX80 SOLID CORE MATCH EX SIZE Drawn by Author L SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC.-ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. TYPE F-AWNING 1' - 4 1%2" 2' - 8 1/2" Andersen Corporation 22 INTERIOR CLOSET 6OX80 SOLID CORE y Checker a 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS. JOINTS SHALL BE TAPED Checked b AND SPACKLED(3 COATS)READY TO PAINT. ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS CD SPACKLED SMOOTH. TYPE F -AWNING 1' - 4 1/2" 2' - 8 1/2" Andersen Corporation 11 'SLIDING WOOD BARN DOOR SLIDING WOOD BARN DOOR N 3. COVER ALL WALLS AND ALL CEILINGS WiTH t/2'GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE-TILE In TYPE F- AWNING 1' - 4 1/2" 2' - 8 1/2" Andersen Corporation _12 _ 'S__LIDING WOOD BARN DOOR SLIDING WOOD BARN DO Aloo OR N SHALL HAVE WONDER BOARD INSTALLED. 4. PROVIDE 5/8"TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. TYPE F- AWNING 1' - 4 1/2" 2' - 8 1/2" Andersen Corporation 23 SLIDING WOOD BARN DOOR SLIDING WOOD BARN DOOR N Grand total: 22 scale N ti 0 §280-124 Nonconforming lots. [Amended 11-28-1995 by L.L.No.23-1995;3-4-1997 by L.L.No.5-1997;6-29-2021 by L.L.No.9-2021] A. This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots whit are recognized by the Town under§280-9,are nonconforming and have not merged pursuant to§280-10. B. Such lot shall be required to meet the following: BREITSTADT COURT Yard' ,Area.. ° Front Side. BatfiSidesy Rear ((square feet) Cot Coverage (feet) (feet) (feet) (feet) 200,000 to 50/6 6o 30 6o 100 i i 399,999 :120,000 to 10% 6o 30 60 85 199,999 O 80,000 to t19.999 2090 6o zo 45 75 ' i O 6o,000 to 79,999 2096 55 20 45 75 40,000 to 59,999 20% 50 20 40 6o j20,000 to 39,999 20% 40 15 35 5o O O Less than z0000 zo% 35 10 25 35 . GARDEN C. Nonconforming lots with primary and secondary front yards shall be required to meet the following: R6n,Area y ,` - ,+. ., _... �_' (square feet) Primary Front Yard: 'Sec andary front Yard Side Yard CCN C'RETE APRON AT DRIVEWAY - Less than 20,000 35 20 10 20,000 to 39,999 40 25 15 "�" ❑ §280-207 Maximum gross floor area for residential dwellings in A-C,R-40,R-80,R-120,R-200,and R-400 `� Districts. W A. Maximum gross floor area(GFA). �• O (1) The gross floor area shall not exceed the permitted square footage calculated as follows: LO PEA GRAVEL DRIVEWAY • 00 (a) Lots containing up to io,000 square feet of lot area:2,100 square feet maximum. V b Lots containing u to 2g000 square feet of lot area:2 too square feet plus 12. ° LO O g P q q P 5 of the lot area in excess of to,000 square feet up to a total of 3,350 square feet maximum. (c) Lots containing up to 30,000 square feet of lot area:335o square feet plus 1056 of the lot area in excess of 20,000 square feet up to a total of 4,35o square feet maximum. - - - -- -- - -- A LL - -- - --- --- --- NI I EW FENCING NEW GATE T (d) Lots containing up to 40,000 square feet of lot area:4,350 square feet plus 7.55%of the lot area in excess of 30,000 jl square feet up to a total of 5,1oo square feet maximum. • CORTEN EDGING AT DRIVEWAY / / e Lots u to 8o,o00 square feet of lot area: 10o square feet plus ',-of the lot area in excess of 0,000 square feet • - - '- - - •. - - -, - 6X5 POSTS AT ALL GATE LOCATIONS J/ / \ ju O up to a total of 7,1oo square feet maximum-(f) Lots up to 200,000 square feet of lot area.7,1oo square feet plus 2 5%Of the lot area in excess of 80,000 square feet FRONT GARDEN I. up to a total of t0,t00 square feet maximum. NEW BLUESTONE PAVERS SET IN LAWN (g) All lots in excess of 200,000 square feet of lot area:to too square feet plus 1%of any additional lot area. Uj ,33.8 feet 17.0 feet 10.0 feet FLOUR AREA,GROSS(GFA) New BLUESTONE PORCH REPLACING NEW STANDING SEAM ROOF,ATAS OR The cumulative area,in square feet,of all floor levels of every story of all dwellings on a lot,including attached garages, BRICK ZD - `\ EQUAL -- - having a clear height of not less than six feet_measured from the exterior faces of exterior walls cr from the center line of NEW TIMBERLINE ASPHALT SHINGLE party walls Separating two buildings. Interior spaces with a floor-to-ceiling height in excess of 15 feet shall be counted ROOF --- NEW GATE twice for gross floor area.The cumulative area shall not include roof overhangsless than three feet-unenclosed porches, NEW HALF ROUND SEAMLESS GUTTERS THOUGHOUT,AND NEW ROUND m ol patios,decks;open terraces; balconies;basements;and attics.Accessory buildings,or structures shall also be excluded, LEADERS,COLOR TO MATCH METAL SOUTH DRIVEWAY TO GARAGE \ ROOF except any portion thereof which may be converted to habitable space.Such habitable portion shall be included in the Q� z gross floor area. IMIJ 15.4 feet [Added 10 ?8 2022 by L.L-No 10 2fl22;amended 12-13 2022 by L.L.No 16 2022] X N 94- - - - - - co7 NEW GATE • ZONING NOTES- ( 4- SITE AREA- 20,584SF Q) MAXIMUM LOT COVERAGE- MAXIMUM 4,117SF,DOES NOT COAfPL YAT 4,580SF SOUTH NORTH tN� MAXIMUM GROSS FLOOR AREA(gfa)- MAXIMUM 3,408GFA,COMPLIES AT 3,276GFA ADDITION ADDITION T FRONT YARD SETBACK- MINIMUM 40',COMPLIES AT 48.8' 541SF 259SF 1� SECONDARY FRONT YARD SETBACK- MINIMUM 25',COMPLIES AT 33.8' PERMEABLE DECOMPOSED GRANITE / SURFACE • SIDE YARD SETBACK- MINIMUM 15',COMPLIES AT 1:5.4' U! j L I REAR YARD SETBACK- MINIMUM 50', DOES JV0TC0AfPYYAT 32,8' 00 0 1LL 4.4 fee 7 -� O OUTDOOR SHOWER feet Z ' LL NEW BLUESTONE PAVERS SET IN LAWN -- •1 NEW PE DECKING AND STEPS LutZ `L LL NEW BLUESTONE PATIO SURROUNDING �y _ I tt 0 POOL UP 2 RISERS+ ✓i j 7 ��t 5"above I NEW PORCH W ROOF OVER OZ - UP 2 RISERS -- - .. _. .. PATIO - - -- - EXISTING - ILAWN m i - a Z� - 0 o PATIO _ _. - V°- _ _ _ _ _ 4- I -. - -. ¢ - -- - ._ - _ _ I _ - -- - .. ._ _ .._- o REu ARcy o ty,� pAUL 24.5 feet S-o • I. 036004 y0 NEW PO L F OF NEW T I � LAWN PROJECT ADDRESS- No. Description Date N50 BREITSTADT COURT 1 REVISION BASED ON SURVEY INFORMATION,FOR 11/09/2023 6 RE ITSTADT COURT M VARIANCE SUBMISSION SOUTHOLD,NY 11971 David Burns AIA RESIDENCE 347.837.0675 davidpaulburns@gmail.com PROPOSED SITE PLAN Lj y Project number 2023.01 DULY 26, 2023 o� �-1-- � Date 0 T Drawn by Author Checked by Checker M r � M A101 co N CD N Scale 1/8't=1'_o" 0 10'-4" 12'-6" 41 DEMO ALL EXISTING WINDOWS, ADJUST FRAMING FOR NEW WINDOW SIZES,SILL AND HEAD HEIGHT TO REMAIN \ 22'-61/2" L CLOSET 20'-2" BEDROOM BEDROOM FOYER n 0 o, LIVING ROOM 00 CV V -1 GARAGE CLOSET 04 I- N Z Q W _ ►_ � w 3'-P' V) \ w L" co \ CLOSE NT CLOSET L \ HALLWAY — CLOSET -- DEMO EXISTING CLOSETS TO AND CREATE OPENING TO NEW ADDITION C14 6'-3" 3'-5" 6'-0" A CLOSET -- --- DEMO EXTERIOR WALL TO DEMO WALLS TO PREP FOR - / ALLOW FOR NEW CONNECTION NEW SOUTH ADDITION TO BATH L)i EMO EXISTING DOOR AND pEMO ALL EXISTING WINDOWS, HEADER TO CREATE OPENING 15'-8" 15'-8" OR NEW S IDER BARN DOOR ADJUST FRAMING FOR NEW _ , WINDOW SIZES,SILL AND HEAD --� — / / KITCHEN DINING HEIGHT TO REMAIN IL / BEDROOM BACK HALL BATH#2 L o \'� OFFICE/DEN LAUNDRY \. 8'-6" \ 6'-6" 1 6'-101/2' '\ -o BATH KEEP EXISTING SLIDER - KEEP EXISTING PATIO PREP FOR NEW FINISHES AND FRAMING GENERAL NOTES- 1. DEMO EXISTING CLAMSHELL BASE,DOOR AND WINDOW TRIM, PREP FOR NEW 4"SQUARE PAINTED WOOD BASE EXISTING 2. DEMO ALL BASEBOARD HEATING AND RECESSED RADIATORS, PATIO REPAIR FLOOR,WALL AND TRIM AS REQUIRED 3. ALL WINDOWS TO BE REMOVED,NEW WINDOWS TO MATCH EXISTING LARGER OPENING WHERE POSSIBLE. FRAMING AND TRIM TO BE ADJUSTED AS NEEDED FOR NEW WINDOW SIZES. 4. GC TO PROTECT ALL FINISHES TO REMAIN 5. PROJECT WILL REQUIRE UPGRADE TO AIR CONDITIONING SYSTEM,DUCTWORK THAT CAN BE REUSED TO REMAIN. 6. GC TO REPLACE ALL INTERIOR DOORS TO SOLID CORE IN LIEU OF HOLLOW CORE. D ARC PAUL d — (P S os6004 yob F �F N Ew PROJECT ADDRESS- No. Description Date g RE ITSTADT COURT 50 BREITSTADT COURT SOUTHOLD,NY 11971 David Burns AIA RESIDENCE 347.837.0675 davidpaulburns@gmail.com EXISTING/DEMO FLOOR PLAN Project number 2023.01 Date JULY 26, 2023 Drawn by Author Checked by Checker a N Al 02 N M N O [Scale 1/4"=1'-0" 'IN N REPLACEMENT AWNING BASEMENT WINDOWS, WINDOW WELLS TO BE CLEARED AND REFILLED WITH GRAVEL FOR PROPER DRAINAGE,TYP EXISTING STEEL TUBE COLUMNS --- —------- _-- EXISTING STEPS TO REMAIN ----- ------ _ __ __ F7::l - — I \ — - — — — — — — -- — — — — �`— — — — — — — — — — — — — — — — - ' - — — — — — — — — — — — — — I I 1 — — — — -� � — —EXISTING 1 \ — — — — — — — — — — — — —I UNEXCAVATED BELOW EX PORCH L — \�=�- — — — — — — - - - — J - - _ - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - I 1 I I I 1 I I UNEXCAVATED NEW SLAB ON GRADE I I I \ NEW CRAWL SPACE I I 1 `�, I I PROVIDE VENTING AS REQUIRED -------- --- _I -- {---- ------------------ ------._._ I I I I I I I I \ I I I � (— I 0— �---0 — I NEW CRAWL SPACE DEMO FOUNDATION WALL TO — BELOW NEW GARAGE SLAB ELEVATION I I - — — — — — - I 2X10 FLOOR FRAMING IN NEW f -_ I EXISTING CRAWL SPACE `— — — — —___ J� — — — — — — — — — — — — — — — — — — — — UNFINISHED PROVIDE HATCH ACCESS PANEL BASEMENT TO TO CRAWL SPACE,USE EXISTING -------- REMAIN WINDOW WELL OPENING I PROVIDE HATCH ACCESS PANEL I `\ TO CRAWL SPACE,NEW NEW CRAWL SPACE \ I. OPENING I I I \ -- EXISTING LINE OF BASEMENT 1 I I I � INFILL EXISTING WINDOW WELLS _ �\ I — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - -� �� - - - - - - - - - - - - - - - - - - -� I I I I I I 4.; III I I \ I I I I I GENERAL NOTES- = 1. EXISTING UNFINISHED BASEMENT TO REMAIN 2. NEW 200 AMP ELECTRICAL SERVICE L❑ — — — _ _ ❑ _ _ 9- ❑ ❑ �/� — — — — — — J I 3. NEW GAS SERVICE TO INSTA HOT WATER HEATER — — — — — — —� '— — — — EXISTING UNEXCAVATED BELOW EX PORCH I 4. OIL TANK AND BOILER TO BE REMOVED EXISTING STEPS TO BE 5. NEW CENTRAL DEHUMIDIFICATION SYSTEM _ ---------'--~ � �---'' %-' I REMOVED 6. REMOVAL AND RECYCLING OF ALL RADIATORS AND —_—_.-----'�� J --''� ( i I I NEW SONOTUBE FOUNDATIONS ASSOCIATED PIPING — — FOR PORCH ----"— — _— —--__----- I ( I I GC TO INVESTIGATE EXISTING i EXISTING STEPS AND BILCO _— _ _ __�— ---- PORCH FOUNDATIONS TO HATCH SUPPORT NEW POSTS 1 L- - - - - - - - - - - - - - - - - - - --� I — — — — — — — — — — — — — — — — — — — — — — — 4i FLED ARC PAUL (P� 036004 yOQ' F OF N Ew PROJECT ADDRESS- No. Description Date g RE ITSTADT COURT 50 BREITSTADT COURT SOUTHOLD,NY 11971 David Burns AIA RESIDENCE 347.837.0675 davidpaulburns@gmail.com FOUNDATION PLAN Project number 2023.01 Date JULY 26, 2023 Drawn by Author Checked by Checker a N Al03 co M N co N O Scale 1/4't=1'-011 cN�o N -• _ A105 2 \ WEST ~`�-- NEW BLUESTONE PAVERS 10 4" 12'-6" B I --- PORCH RESURFACED IN BLUESTONE A A POST CLAD IN CEDAR I NEW NICHE CUT INTO 3 HALLWAY TO BACK HALL A106 ` ; ) ! _ - ---- NEW CLOSET BUILT WITHIN BEDROOM Li - B B B NEW FLOORING TO MATCH EXISTING BLEACHED RED OAK TO D \ PDR m r FILL IN HALLWAY AND DEN --LAUNDRY-- B ! B W I 7 BEDROOM EDRO M �� :0 c� " ---- NEW DEN/OFFICE, R YER— GARAGE VAULTED CEILING i I 8 I I 1 1 i N I: N , 1 1 I CLOSET = \`� -- j---- - ----- - -- Z -- - LIVING ROOM �\ _,-_ L — - - - - - - - - m -- SLAB ON GRADE - CLOSET I 1 I - \ O O Z - CLOSET DEN/ . [A106 2 Q \ \ A OFFICE w � Q i . rn THREE RISERS - -- - r BACK HALL w cn m o CLOSET „ HALLWAY B rLY j N p: p 1 A106 --- -----L --- --- PERMEABLE - - PANTRY WALL z REFRIG DECOMPOSED I GRANITE �- 1 __,• 1 1 OVEN I SURFACE NEW AREA WITH CRAWL SPACE' FULL HEIGHT CABINETRY �--'-✓. , CLOSET NEW BLUESTONE PAVERS - ------ i 1 - - NEW ( — I VAULTED CEILING - NEW BATHROOM - : I -----__ 1 I VAULTED CEILING I BATH#1 V U C NG NEW BLUESTONE PAVERS -- i , � I , , . ' ' I 15 -1 NEW OUTDOOR SHOWER' - I I ' q I I- CLAD IN CEDAR I �\ FAMILY I 11 SKYLIGHT I i. - -- --- - --- - I . ROOM 1 --ABOVE--- - -- -- I : ------I- ----- ------ - r ABOVE KITCHEk4i i N : DINING : : I ---- 'EXISTING, F \ I I I I� LINE O BASEMENT 1 'BEDROOM: ' I CLOSET - ----- -- ---- --- - - - - - - - ---- - - --- --BATH#2-- -- ---- - ---- - 1 I 1 NEW VAULTED CEILING =- DW EIJ I : o I 0 OUTDOOR ----- - - -- - -- - SHOWER z O NEW IPE DECKING -- - _ Z w I I ' B I I � C B B A Tn \' i \ BATH#2-ROUGH-INS TO REMAIN REPLACEMENT OF: N ALL FIXTURES,FINISHES,VANITY,MIRROR,LIGHTING,AND EXHAUST N ! II \ GENERAL NOTES- EXISTING SLIDER TO REMAIN , 1. NEW 4 SQUARE PAINTED WOOD BASE THROUGHOUT h j 2. COORDINATE DEMO WITH EXISTING BASEBOARD HEATING EXISTING PORCH TO BE RESURFACED WITH NEW BLUESTONE, AND RECONFIGURE WHERE REQUIRED I' - PREP FOR POSTS TO SUPPORT NEW ROOF,FIXED SCREENS UP 3. ALL WINDOWS TO BE REMOVED,NEW WINDOWS TO MATCH �J. l HIGH AND RETRACTABLE SCREENS BELOW 8'. EXISTING LARGER OPENING WHERE POSSIBLE. FRAMING AND PATIO- - _ . .._ .. _ S S N OR NEW WINDOW SIZES. NEW BLUESTONE PATIO I ----- GC TO PROTECT ALL FINISHES TO REMAIN PT FRAMING FOR PORCH CLAD IN CEDAR - - UP TWO RISERS -- _I SURROUNDING POOL --- I -.__ TO AIR CONDITIONING ��. SYSTEM,JDUCTWORKQTHAT CANED REUSED TO REMAIN,IN �� _ I --- ---- CEDAR SCREEN DOORINTERIOR DOORS TO PRICE FALL IN SOLID CORE IN LIEU OF HOLLOW CORE. NEW MONOLITHIC BLUESTONE STEP 1 �I 40'-01/2" 4'- 4" - 7 3/ 1' 4 - - - - - - - -L\� - - - - - - - - - - - S��RED AR Oyi 3PAUL eV rt� � 'ey A106 �� P SOUTH (P 1 '9j• 036004 y0Q' A105 F OF NEW PROJECT ADDRESS- No. Description Date 50 BREITSTADT COURT BREITSTADT COURT o SOUTHOLD,NY 11971 04 o David Burns AIA RESIDENCE - 347.837.0675 E- -- — NEW POOL ---- ------ - —---- ---- davidpaulburns@gmail.com PROPOSED FLOOR - PLAN Project number 2023.01 Date JULY 26, 2023 - - Drawn by Author Checked by Checker a r Al 04 1 : i i : - - - - - O C Scale 1/411 1 -0i11 NN ti EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD --- ---- ---- _ _ NEW TIMBERLINE HDZ SHINGLES,REPAIR NEW TIMBERLINE HDZ SHINGLES,REPAIR SHEATHING NEW ROOF OVER PORCH,ATAS METAL SHEATHING AS REQUIRED,FLASH ALL------_� AS REQUIRED,FLASH ALL PENETRATIONS,GRACE ICE STANDING SEAM WITH SNOW GUARDS OR EQ _ -- y PENETRATIONS,GRACE ICE AND WATER AND WATER SHIELD AT BOTTOM THIRD ^ � NEW CEDAR SLATS ON FRAMED INSECT SCREEN -mow ~ `- _ _ / SHIELD AT BOTTOM THIRD NEW ROOF FRAMING TO MATCH EXISTING PITCH, PANELS — --_. `�, \ NEW ROOF FRAMING TO MATCH EXISTING PITCH, ROOF TO BE SPRAY FOAM INSULATED --� NEW SKYLIGHTS ALIGNED WITH KITCHEN _ \ ---_-- ROOF TO BE SPRAY FOAM INSULATED THROUGHOUT R-30 WINDOWS BELOW i �� / / THROUGHOUT,R-30 ridge 171 - 611 -- - - �1 � 1_ - - � - - AZEK TRIM BOARDS,SEE DETAIL FOR _ - —T - _ -1 t = _ _ _ a-1-� - - - _- - - - _ BOARDS,SE CHANGE IN PROFILE FROM EXISTING, 7__ _ �- _I= �- _ - _ _ - �� I - -- - NEW HALF ROUND GUTTERS ANDNPROFILE FROM DETAIL FOR I � LEADERS THROUGHOUT z - _ NEW HALF ROUND GUTTERS AND CEDAR SHINGLES TO MATCH � � -_ - � - - _ LEADERS THROUGHOUT EXISTING,SHIN TO BE PAINTED, r - - < ` CEDAR SHINGLES TO MATCH �.�1_ -� s �-` �� EXISTING,TO BE PAINTED, COLOR TBD - �_ ]_ ._ -1-T - -_� �_ 1-_ L_ T :� s,�T - - -� - - _ - _ - y> -S ; COLOR TBD T 7 1= CLEAR CEDAR OUTDO OR I I_ x aI �„ r. ceilipg CLO URE5ROWEREN �'. .,. ,., . _. -...', .. ,., - — - 011 HORIZONTAL 6r SIDING WITH -- t,-..,.- a.- -.<s. ,< -«>..<.. < -, „. „ �-„n_ "` •_ -,< ,t<. .< ---- -. .,ova- < .,. __ _.>. < ,.- -.<. . -,,. 1 a< I 'i I _ 1 a >r MICRO EL �. e B - B I r ,S - ,L ,- a _ v , I. r, - I n- I j� I I I I �,ems, E.� -- N W 2X FRAMING- . 6AT i I I ' I w I I r I I I I , rl I: ,a a = , _} § <.. A I - E I i � I E PE DECKING AND � � ADD NEW I C ING N ITIONS INSUL D -13 _< d: I• � ATE TO R B B �- 5:I I ���r I I I I < _ , .. � � I 1 CLADDING PLANTER EDGE „. _, .N _ � �, � � I I' I 11 _,• ram. k �. iJ I TI - II I I' NEW CRAWL SPACE I _ - L1 I , 4 r I ,r' 4.. FOUNDATION AT ADDITIONS I I .e' 1 r .• I ? I �4 5'r i I �� / I - =w ,fit",r -• zn .. r 4 r I r . x: 's- 4. r j, I l�1 I� I I r I t1 Sr ' r , =- •�, is i 1 Fe-•,-I IF i # I' t f 3 �Y ' I I , I e a- , I a I I < _ I , first floor I I�I I - I -- -- -- r - 1 - $"- , rr it - „� 1 s . - - - - - - - - - - - - - - - - - _ — CLEAR CEDAR bI T&GAT CEILING,STEEL ROD _ _------ CROSS TIES AS REQUIRED FOR ROOF FRAMING / -- ; — � garage sla NEW SLIDING PATIO DOOR, - _--`� PT FRAMING CLAD IN CLEAR CEADAR,NEW _ / -2' - O1r ARMSTRONG ARCHITECTURAL --- -_ _ ��= ---- EXISTING HOUSE FOUNDATIONS LOCAL TO POSTS TBD WITH ---- = SOUTH ADDITION ----------�„_ = EXISTING HOUSE --- --- - NORTH ADDITION SERIES OR EQ -_ _ CONTRACTOR DROP DOWN ROLLER INSECT SCREEN ON CROSS NEW DOOR,ARMSTRONG _ _____ — ----'--J--- BEAM,PHANTOM MOTORIZED RETRACTABLE - ARCHITECTURAL SERIES OR EQ I INSECT SCREEN OR EQ ! EXISTING PORCH CLAD IN BLUESTONE, MONOLITHIC BLUESTONE STEP AT EAST SIDE EAST ELEVATION NEW TIMBERLINE HDZ SHINGLES, ------ _____ EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD REPAIR SHEATHING AS REQUIRED, FLASH ALL PENETRATIONS, -- --------______-_ _ — i_ -- -- - -- NEW ROOF OVER PORCH,ATAS METAL --- NEW TIMBERLINE HDZ SHINGLES,REPAIR SHEATHING AS GRACE ICE AND WATER SHIELD ` �__ — - _ STANDING SEAM WITH SNOW GUARDS OR EQ / REQUIRED,FLASH ALL PENETRATIONS,GRACE ICE AND AT BOTTOM THIRD -,_ --`` _= J /�/ WATER SHIELD AT BOTTOM THIRD NEW ROOF FRAMING TO NEW ROOF FRAMING TO MATCH EXISTING PITCH, MATCH EXISTING PITCH,ROOF ��� ROOF TO BE SPRAY FOAM INSULATED TO BE SPRAY FOAM INSULATED_ --- / THROUGHOUT ridge THROUGHOUT R-30 - �� „ - -- , -_ - �_ T _ I AZEK TRIM BOARDS,SEE DETAIL AZEK TRIM BOARDS,SEE DETAIL FOR FOR CHANGE IN PROFILE FROM CHANGE IN PROFILE FROM EXISTING, - �_ - ��� � �� � � � &f� - -- - - - - - - --- EXISTING,NEW HALF ROUND NEW HALF ROUND GUTTERS AND GUTTERS AND LEADERS y _ f f - - - -_ - LEADERS THROUGHOUT _. i THROUGHOUT - CEDAR LATTICE FOR CLIMBING V! i CEDAR SHINGLES TO MATCH -r_ -t= � r=L � -1 I -� - _ " ,�" I 3 .�, a �� - - - - _ - _ - - - - - - _ - -- -- - _ NES EXISTING,TO BE PAINTED, T -I- -- 1- 7 - T -I I = - - COLOR TBD \ `-- - - -a �- 1 . _ - - - - - - 6"VERTICAL SIDING PAINTED, +=� - - 1 COLORTBD : I - - - - - - - - - - h - - - - - - 1 1— I I G T- 1- � 7 -Y- 1 �f I _ >, z f 3 81 - 011 - i — 9 � e 7� 3 I: , I • I _ 4 _ _ _ '- .I < ... r,- -a-., -e= -.—-z: .'<t E --- ,Y t' z,< --,. ., .. 1 ,F.- -_-` _ -.. ,_-- I ; '. I• .,.�-. ,;t- ... �_. , -as , - -.--. .- ,-, _,,,>. .{s=-r ..., x.-.x,- }[.r �, --_ v. r.-.R.x,- ,�.�iw-, >,.., .,. .s.r.-.'... ..�..4.»,...-,s..,s :°� >, .,'' -,�a NEW 2X6 WALL FRAMING AT - I I I i i; I I I Ib ADDITIONS,R-13 I I I I 1 1 _1 a 1 I II II I �- 4 la —_T — I I i I l I I I.. V I I I IOB II II B � ,p4ry4'f�- r1 II Ii J 'IIir I i II i I I II Iir III IIr J 1 I � IiI I IIIi iI iiI IIII II Ii I I i II I,r II NEW FEN CE AND A T E O MATC H 1�0B EXISTING,6 CEDAR POST AT ALL FOUNDATION AT ADDI IO � .i�NEW CRAWL SPACE GATES.SEE SITE PLAN S m I 1 I 1 ( I 1 I 4 I I _a r i i I i pI; i 1 I II i I Qg i r ' I! \' i$ 1 1 'I i { f II I e$P I I II i !I , I I I I. II x I I x- t' �I I i I I I I I I I �I I II 1 I I - 1' r I i I s I I s i I I I r I I I I I' I II I I - I i - I I 1 I 3 I' i 1, r I � first- floor = ' s I - I - - I 1-~ r k I I I i �i I fi 0 I �� .• I l I i I , { .y n I - I, I - I I r I I 7r 0 I I I I ara a slab Vr REMOVE EXISTING FACE BRICK,RECLAD EXISTING WITH 6"VERTICAL SIDING, -2 - 011 \ � �\ PAINTED,COLOR TBD �, --- NEW DOOR AND SIDELITE,ARMSTRONG NORTH ADDITION ------- - I =--- - EXISTING HOUSE �� �` ARCHITECTURAL SERIES OR EQ EXISTING HOUSE SOUTH ADDITION PT FRAMING CLAD IN CLEAR CEDAR -- EXISTING PORCH CLAD IN BLUESTONE, MONOLITHIC BLUESTONE STEP AT EAST SIDE PROJECT ADDRESS- No. Description Date WES T ELEVATION 50 BREITSTADT COURT B RE ITSTADT COURT SOUTHOLD,NY 11971 David Burns AIA RESIDENCE 347.837.0675 davidpoulburns@gmail.com BUILDING ELEVATIONS ED A Project number 2023.01 RCy PAUL e � Date JULY 26, 2023 Drawn by Author Checked by Checker Ace)l 05cli 036004 y4 C0 N OF Nit 1/4"=1'-0" N NEW TIMBERLINE HDZ SHINGLES,REPAIR NEW TIMBERLINE HDZ SHINGLES,REPAIR SHEATHING AS REQUIRED,FLASH ALL _ SHEATHING AS REQUIRED,FLASH ALL PENETRATIONS,GRACE ICE AND WATER '�_, PENETRATIONS,GRACE ICE AND WATER { SHIELD AT BOTTOM THIRD _ SHIELD AT BOTTOM THIRD NEW ROOF FRAMING TO MATCH EXISTING PITCH, i NEW ROOF FRAMING TO MATCH EXISTING PITCH, ROOF TO BE SPRAY FOAM INSULATED ---- --- ROOF TO BE SPRAY FOAM INSULATED THROUGHOUT _-'�- �\ -- .\ THROUGHOUT AZEK TRIM BOARDS,SEE DETAIL FOR AZEK TRIM BOARDS,SEE DETAIL FOR CHANGE IN PROFILE FROM EXISTING, __ ~ .� CHANGE IN PROFILE FROM EXISTING, NEW HALF ROUND GUTTERS AND \ ` NEW HALF ROUND GUTTERS AND LEADERS THROUGHOUT �`�� \�\ / / LEADERS THROUGHOUT CEDAR SHINGLES TO MATCH \ \ \ - - ----- EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD EXISTING MASONRY CHIMNEY PAINTED,COLOR TBD _ _ CEDAR SHINGLES TO MATCH EXISTING,TO BE PAINTED, -- �_-. j --- EXISTING,TO BE PAINTED, COLOR TBD NEW ROOF OVER PORCH,ATAS METAL NEW ROOF OVER PORCH,ATAS METAL `--- �y i COLOR TBD \ \ \ STANDING SEAM WITH SNOW GUARDS OR EQ STANDING SEAM WITH SNOW GUARDS OR EQ / ridge_ \ / dd9e D 17' - 6" 17' - 611 ce I ;> E . 1 I g _ _ � ceiling lin 1 11 i : t 8 0 � \ - I ' 4-, , li I r i I I 1 I - t �t I t 1 I I 1 f I I i I _ I L -i i I i' i t f 1 ! I K. { i I { ,I 1 L_ i I Ir', is = 3 I V i E .- 1 , 1 a t I i I rt- 1 _ sf I d), �' VC �" d=s i[I I I, I � r= i v I 1 I —f I i I I :g II 1 �<1 �` t. 1 �� I firs floor .� �I'. �i _�.first ,} i l I. _ firs oor I to 1 n 1 �JI ! � i I' Imo— I .,Y;- �,.,{ - �- i r i i' I I a F {1yt y.-, 1 i, 1 �- " .c}'. 0 0 _ y , 1 ' I 1 y , I 1 0 0 i' I I s,-*-- - _ .sue. .^a <�- „'x.......«.E ^v-=-,� :_-•>»k .- ^-a,. r-;�---v=, 3=I I i ' i it r _ 79 - - - - - - -- - - \ �. _ - - - - - - _ _ - _ _ - - - y g� age S ab �\ �` ``-- 6"VERTICAL SIDING PAINTED, / ara e S 11 \ COLOR TBD g g -2 - O \\ \�� 1 GARAGE DOOR CLAD IN CLEAR / NEW IPE DECKING AND -2 - On _ NEW CRAWL SPACE CEDAR,6 VERTICAL SIDING CLADDING AT PLANTER EDGE \ PT FRAMING CLAD IN CLEAR CEADAR,NEW FOUNDATION AT ADDITIONS 6"VERTICAL SIDING PAINTED, % PT FRAMING CLAD IN CLEAR CEADAR,NEW \ FOUNDATIONS LOCAL TO POSTS TBD WITH COLOR TBD �� FOUNDATIONS LOCAL TO POSTS TBD WITH / CONTRACTOR CLEAR CEDAR OUTDOOR CONTRACTOR DROP DOWN ROLLER INSECT SCREEN ON CROSS �\ \ DROP DOWN ROLLER INSECT SCREEN ON CROSS SHOWER ENCLOSURE, __---'` ! gam,PHANTOM MOTORIZED RETRACTABLE BEAM,PHANTOM MOTORIZED RETRACTABLE \ INSECT SCREEN OR EQ HORIZONTAL 6"SIDING WITH INSECT SCREEN OR EQ MICRO BEVEL i f EXISTING PORCH CLAD IN BLUESTONE, EXISTING PORCH CLAD IN BLUESTONE, - MONOLITHIC BLUESTONE STEP AT EAST SIDE MONOLITHIC BLUESTONE STEP AT EAST SIDE L A NOTI ON SUOOJTHL V Tl ROOF TO BE SPRAY FOAM INSULATED NEW 2X4 FRAMED WALL TO RE-SUPPORT ROOF THROUGHOUT R-30 ----__ --- FRAMING AND RIDGE PLATE EXISTING MASONRY CHIMNEY PAINTED,COLOR TED - --_.___ _ l`-� �� _ NEW PARALAM 3112"X16"HEADER TO CREATE - _ — OPENING BETWEEN DINING AND LIVING NEW TIMBERLINE HDZ SHINGLES,REPAIR SHEATHING \` ��� .-- "`'� NEW VAULTED AS REQUIRED, FLASH ALL PENETRATIONS,GRACE ICE � CEILING IN DINING/KITCHEN `'----_ �`^,,\ /� ._ -- -- "-- --__- � ! NEW ROOF OVER PORCH,ATAS METAL '�`, \\ /� / .---�`' STANDING SEAM WITH SNOW GUARDS OR EQ AND WATER SHIELD AT BOTTOM THIRD ride AZEK TRIM BOARDS,SEE DETAIL FOR 17 6 CHANGE IN PROFILE FROM EXISTING, _ NEW HALF ROUND GUTTERS AND - LEADERS THROUGHOUT � r CEDAR SHINGLES TO MATCH \• EXISTING,TO BE PAINTED, - �• / / COLOR TBD / --- 6"CLEAR CEDAR NEW CEDAR SLATS ON FRAMED INSECT SCREEN RED ARC t PANELS ?AUL DEMO DOOR AND HEADER FOR FULL ~1�' ceiling 011 �� �r� •�'s �j� HEIGHT SLIDING BARN DOOR - _ -� ' - _ PT FRAMING CLAD IN CLEAR CEADAR,NEW 8"SHIPLAP WHITE HORIZONTAL ! ----- FOUNDATIONS LOCAL TO POSTS TBD WITH CONTRACTOR PANELING,AZEK OR SIM ----- T: - -µ --- — — — — — — — — � (p STONE SURROUND,SEAT,AND -____ DROP DOWN ROLLER INSECT SCREEN ON CROSS 9�� 0360 y0� SHELF - BEAM,PHANTOM MOTORIZED RETRACTABLE OF NE INSECT SCREEN OR EQ i. EXISTING PORCH CLAD IN BLUESTONE, �~ MONOLITHIC BLUESTONE STEP AT EAST SIDE No. Description Date PROJECT ADDRESS- i Mr 50 BREITSTADT COURT B RE ITSTADT COURT first floor - _ O/ - Oil SOUTHOLD,NY 11971 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - — - _ garage Slab _ David Bums AIA RESIDENCE -2' - 011 347.837.0675 davidpoulburns@gmail.com BUILDING ELEVATIONS Project number 2023.01 _ _ _ _ _ _ _ _ _ FOUNDATION Is Date JULY 26, 2023 -81 - O° Drawn by Author Checked by Checker as N SECTION Al 06 co N M N O Scale 1/4it _it-oil cN�o N ti VAULTED GYP CEILING,PITCON REVEAL AT EDGE 2X8 ROOF FRAMING,16"O.C. ROOF PER ELEVATION/ROOF PLAN CONTINUOUS ICE AND WATER SHIELD SPRAY FOAM INSULATION,R-30 HALF ROUND GUTTER,TO ROUND LEADER,DRAIN TO DRY WELL,COLOR TO MATCH ROOF --SIDING AS PER ELEVATION TYVEK HOUSE WRAP EQUAL 1/2"PLYWOOD SHEATHING 3"(R-21)CLOSED CELL SPRAY FOAM INSUAATION 2x 6 STUDS @ 16"O.C. 1/2"GYPSUM WALL BOARD APPROXIMATE EXISTING ROOF PROFILE —AZEK OR EQ SOFFIT AND TRIM BOARD,NEW ROOF PROFILE CREATED AT ALL ROOF OVERHANG ROOF CONDITIONS,GC TO ALLOW FOR ADDITIONAL SIDING REPLACEMENT AT EXISTING SOFFIT TO BE REMOVED (3X)2X12 HEADER,MODIFIED AS REQUIRED AT EXISTING CONDITIONS TO FIT NEW WINDOWS ------COPPER FLASHING A WINDOW HEAD / WINDOW PER ELEVATION p first-floor - _ _ — _ 0' - 0„ ---NEW CONCRETE FOUNDATION WALL 2"RIDID INSULATION 6 MIL POLETHYLENE VAPOR BARRIER M'4 �.- - CRAWL SPACE,PROVIDE VENTING AS REQUIRED (3X)2X12 HEADER,MODIFIED AT EXISTING CONDITIONS TO FIT NEW WINDOWS 4"CONCRETE SLAB CONTINUOUS FOOTING d_ 42"BELOW GRADE .Q _ a . p�u AB (P �® III-III IIIIIIIII-III III III III- 9�F 004 pFsNEW y� PROJECT ADDRESS- No. Description Date 50 g RE ITSTADT COURT I L WALL IADDITIONTHOU,NT COURT SOUTHOLD NY 11971 David Burns AIA RESIDENCE 347.837.0675 davidpoulburns@gmail.com TYPICAL WALL SECTION Project number 2023.01 Date JULY 26, 2023 Drawn by DPB Checked by DPB N Al 07 co M N co N CD Scale 3/4" =1'-0" cN�o N ti