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Home My WebLink About46892-Z ��o�OSUFfUt,l -& Town of Southold 9/24/2022 P.O.Box 1179 o ` 53095 Main Rd ni�l ,A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43438 Date: 9/24/2022 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 320 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-10-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/30/2021 pursuant to which Building Permit No. 46892 dated 9/28/2021 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: additions and alterations, including deck to existing single family dwelling as applied for with ZBA 47382 dated 6/25/2020 and ZBA De Minimus Determination dated 6/30/2021. The certificate is issued to Lemler,Jeffrey&Anca of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46892 8/31/2022 PLUMBERS CERTIFICATION.DATED 9/20/2022 Brad cuch ,r A o ized i ature o�SUFFnc o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE �y • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46892 Date: 9/28/2021 Permission is hereby granted to: Lemler, Jeffrey 131 E81stStPhA New York, NY 10028 To: Construct addition to existing single family dwelling as applied for, with ZBA#7382 approval and Trustees NJ letter. At premises located at: 320 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-10-6 Pursuant to application dated 6/30/2021 and approved by the Building Inspector. To expire on 3/30/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $562.40 CO-ADDITION TO DWELLING $50.00 Total: $612.40 Building Inspector so�Pyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.deviinCaD-town.southold.ny.us Southold,NY 11971-0959 COUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeffrey Lemler Address: 320 Broadwaters Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46892 Section: 104 Block: 10 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC"CODE contractor: DBA: Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 3 Transformer UC Lights 30' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Id Other Equipment: Ejector Pump Notes: Addition of Gym / Living Room Inspector Signature: Date: August 31, 2022 S.Devlin-Cert Electrical Compliance Form pF SO�lyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 _ Southold,NY 11971-0959 Q lyC0Uf�1`I,�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD rp SEP 2 2 202.2 1 _} B€tlLDILvmCERTIFICATION TOWN,OFSOU1 ,Lu Date- oZ Building Permit No. Owner: I I (Pleaseprint) r Plumber:'- 1 ec-(k ,V (Please print) � { C I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this uqo day of WOA-1-67—p , 20 d SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Notary Public,,21 `11 t County Qualified in Suffolk County Commission Expires March 17,202,0 j ,f i %f SOUjyO # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 1/FOUNDATION IST [ " ] ROUGH PL13G. [ ] -FOUNDATION 2ND ' = ` [-. ]' INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE'SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [,A--FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ,] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . Si� CArVt 09A J�S DATE ll W-P-1 INSPECTOR oSqaOP SOTOWN OF SOUTHOLD BUILDING DEPT. . = co 765-1802 ' INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ "'] °FIREPLACE & CHIMNEY =[ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r) - z YXIA I ,/ 1 DATE _ INSPECTOR ak SOplh°� "VV # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 _. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND •�[ . ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ '] :ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: oe DATE I Y' INSPECTOR 02 pE SOUIyo �L t # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 s INSPECTI0N [ ] FOUNDATIONA ST [ ] ROUGH PLBG. [ : ] --FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: er vi Ldf 60— 14 maDATE I 22 INSPECTOR ho,*pF SOUlyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. N � LAO0� O0� �°�yrou�m�� 765-1802 INSPECTION [ ] FOUNDATION-1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ INSULATION/CAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - ,' . , � �MEti� 6�G/J4is Fcb' itiSGLI�TL� CH#tics /ape k.A C6p_ AYc- FI_cc� d �s �� c sP vp d' (Pd-�y=�= 1P�..c��, #?�j4�272��►2 fig- �'c�G DATE cf zZ-Z� -INSPECTOR &L,,�- ho�aUF SOUTyolo - �"` * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rn v [rn! OV\- DATE V Yid' INSPECTOR FIELD INSPECTION REPORT DATE COMMENT FOUNDATION(IST) ��rew- Arm lrotcs ...5� 'b . ----------------------------------- FOUNDATION'(2N)?) z ROUGH FRAMING:& y PLUMBING O INSULATION.PER N.Y. H. STATE ENERGY CODE Pi w R Tz C Hgk .1�- T • Fa x� P 3PE �en_ � G � s �G- �Ro F O FINAL Y 9bq in Ile ADDITIONAL COMMENTS a® H tj ri TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Tele hone. 631 765-1802 Fax 631 765-9502 h s //www.southoldioMim av o . P ) ) � - Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only - ) �f � _- PERMIT NO. Building Inspector: JUN 3 0 2029 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an R TITIMNK171 DE,PT. Owner's Authorization form(Page 2)shall be completed. Date:6/24/2021 OWNER(S)OF PROPERTY: Name:Jeffrey R. Lemler SCTM#1000-104-10-6 Project Address:320 Broadwaters Road, Cutchogue NY Phone#:9179214370 Email:lemler@lemlerdds.com Mailing Address:320 Broadwaters Road, Cutchogue.NY CONTACT PERSON: Name:Erich- Schoenenberger Mailing Address:96 Bogart Street, Brooklyn, NY 11206 Phone#:.917-25.7-1992 Email:es@su1l.com DESIGN PROFESSIONAL INFORMATION: Name:Erich Schoenenberger - Mailing Address:96 Bogart.Street, Brooklyn, NY 11206 Phone#'.9177257-1992 Email:es@su11.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email:. DESCRIPTION OF PROPOSED CONSTRUCTION [I New Structure ®Addition .❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $180,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Fam. Res. Intended use of property:Single Fam. Res. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. Btheiktox-After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION 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 the construction of buildings, additions,alterations or for removal or demolition-as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit autharized-inspectors on premises and in building(s)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(print name):Erich Schoenenberger ®Authorized Agent ❑Owner Signature of Applicant: Date: 6/24/2021 STATE OF NEW YORK) SS: COUNTYOF�GI mak# S "`'�= `' zG� —�_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 qday of 20 2 1 _ P Notary Public,New York State istration No.02VA6397035 prat in Richmond County PROPERTY �� " izi -res 8126!2023 (Where the applicant is not the ownei*ommission Exp 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 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) [ I�m wc_>_ residing ata_'L0 3 f I W(A)�-?S (Print grope y owner's name) (Mailing Address) Ck l atter do hereby authorize (Agent) 1 � to apply on my behalf to the Southold Building Department. ( er' Signature) (Date) wner's Name) Z` Michael J.Domino ®�'so,President Town Hall Annex _ John M.Bredemeyer III,Vice-President Q` Dld 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G 9Z Telephone(631) 765-1892 Greg Williams , Fax(631) 765-6641 BOARD OF TO'6NIeT TRUSTEES TOWN OF SOUTHOLD September 17, 2019 Jeffery R & Anca Lemler 320 Broadwaters Road Cutchogue, NY 11935 RE: 320 BROADWATERS ROAD, CUTCHOGUE SCTM#: 1000-104-10-6 Dear Mr. and Mrs. Lemler: The Southold Town Board of Trustees reviewed the proposed site plan prepared by SU11 Architecture & Design, dated August 30, 2019 and the survey of Peconic Surveyors, P.C., last dated February 25, 2019 and determined that the proposed construction of two-story building extension on the captioned property is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 276 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area • 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits.Region 1 5,,\ _. ;5-00; 50 C --!a Rorc S:o , E —79C ' to31. 41 -3355 F ,6311 sC4-0360 LETTER OF NO-JURISDICTION December 30, 2016 Mr. Jeffrey R. Lemler Re: Application ID 1-4738-04098/00003 10.E 53rd Street, 2511 Floor 320 Broadwaters Road New York NY 10022 Cutchogue SCTM # 1000-104-10-6 ARNO-DEP Dear Mr. Lemler Based on the information your agent submitted, the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property located landward of the 10-foot elevation contour line, as shown on the survey prepared by Peconic Surveyors, P.C. last revised on 9/28/2016, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary indicated above. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit It is your responsibility to ensure that all•necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the DEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i;e. a 16' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. - Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. i Very truly yours; 1 C C. Joh . i nd Deputy Permit ator i JAW/mrp CC: SUI.1 Architecture & Design, PLLC Marine Habitat Protection File taewroatc Department of Environmental i Conservation BOARD MEMBERSQF $DSouthold Town Nall � Ury 53095 Main Road •P.O.Box 1179 Leslie Kanes Weisman,Chairperson � p Southold,NY 11971-0959 Tatricia Acamporac Office Location. Etw- Dantes G Town Annex/First Floor, Robert L anert,Jr. �p ,^�aa�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �yeou --Southold NY 11971 - R.ECEIVE® http://southoldtownny.gov ZONING BOARD OF APPEALS ,1 U L - 1 2020 ! TOWN OF SOUTHOLD • `L JUL' - 220 Tel.(631)765-1809 •Fax(631)765-9064 ®uthold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINA P111 ,nvs G DEFT- MEETING OF JUNE 15, 2020 ZBA FILE: #7382 NAME OF APPLICANT: Jeffrey Lemler PROPERTY LOCATION: 320 Broadwaters Road, Cutchogue,NY SCTM: 1000=104-10-6 ------SEQRA-DETER-MINATION:Theon-Z ring Boar-ot Appeals hasVisited t property-trnder corns derart'torr in-this --- -- application and determines 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 referred' as required under the.Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its . reply dated January 8, 2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy. Standards.The LWRP Coordinator issued a recommendation dated February 27, 2020. Based upon the information provided on the LWRP Consistency Assessment Form as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards; and therefore, is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming; rectangular-shaped 38,567 square feet, 0.88 acre, waterfront parcel located in the R-40 Zoning District measures 121.31 feet along the tie line at an undefined curve in Broadwaters Road, then runs north 408.04 feet along a residentially developed lot to the west, then runs 70:94 feet along a tie line at the mean high water mark at Broadwaters Cove and returns south 480.61 feet along a residentially developed lot to the east. The lot is developed with a two-story frame house with an attached deck, , an in-ground swimming pool with patio surround,retaining wall at the waterside, a gravel path leading to a catwalk dock and float, two sheds located landward of the house and fencing as described on the survey prepared by John T. Metzger, L.S., and last revised October 22, 2019. BASIS.OF APPLICATION: Request for a Variance from Article IJI, Section 280715 and,the Building Inspector's November 19, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling resulting in an in-ground swimming pool being located in the side yard; at, 1) located in other than the code required rear yard; located at 320 Broadwaters Road, (Adj. to Broadwaters Cove) Cutchogue,NY. SCTM No. 1000-104-10-6. RELIEF REQUESTED: . The applicant requests a variance to permit an existing in-ground swimming pool, currently located in a conforming rear yard location, to be located in a non-conforming side yard location after the Page 2, June 25,2020 ##7382, Lemler SCTM No. 1000-104-10-6 addition of proposed alterations and additions to the house on the waterside of the structure measuring 18 feet by 30 feet. ADDITIONAL INFORMATION: The subject developed parcel is covered by the following Town of Southold Building Department Certificates of Occupancy: #Z7189 issued August 23, 1976 Private One Family Dwelling #Z14958 issued October 6, 1986 Inground Swimming Pool #Z17761 issued February 14, 1-989 "As Built"Attached Deck #219437 issued October 11, 1990 Solar Sunspace Addition #Z31044 issued July 18, 2005 Accessory Shed in a Conforming Front Yard Location #Z31386 issued January 12, 2006 Unheated Sunroom Addition 4Z35480 issued March 8, 20.12 Alterations to Existing Sunroom #Z37424 issued February 6, 2015 "As Built"Accessory Shed The applicant is awaiting a Town.of Southold Building Department permit for a two-story addition to the waterside of the structure which is not subject of this application. The proposed additions and.alterations are in a conforming ------ toeation,-however,-as-a--esu-lt-ofthe-proposed--chartges-tv-the--structure-an-a-xisting-irr-ground swimming-pool wr}I--= -no longer be located in a conforming location which is the subject of this application. The Town of Southold Board of Town Trustees reviewed the application and offered comments dated September. 17, 201:9 indicating that the proposed construction `.`is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code." Therefore, no permits or determination by the Town Trustees is required. No member of the public or an immediate neighbor spoke in favor of or against this application, however, an. adjacent property owner submitted an email dated March 2, 2020 offering objection to the location of the applicant's fencing indicating that it encroaches upon their property. While the Board entered this communication into the record, the fencing in question is not part of the application, and is therefore, outside of the jurisdiction of this application. The applicant was requested to provide the Board with a minimum of three prior variances for similar relief granted in the Nassau Point community. On March 12, the applicant provided the following variances for swimming pools located in side yard locations: #5252 -May 13, 2003 for proposed swimming pool located in the side yard and exceeding lot coverage. #6161 -June 16, 2008 for proposed swimming pool located in the side yard. #6986 -October 20, 2016 to legalize swimming pool partially located in the side yard. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 5, 2020 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject swimming pool exists and is covered by Town of Southold Building Department Certificate of Occupancy #Z14958 issued October 6, 1986. Furthermore, the pool is well-screened from the adjacent home to the east and from the public road by mature landscaping, and is set Page 3,June 25,2020 #7382, Lemler SCTM No. 1000-104-10-6 back over 200 feet from the roadway. Additionally, the existing-home shields the view from the road to the pool, which is located upland of the creek front. The waterside addition, to the home will further shield the existing pool from the neighbor to the west. 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. The pool has been in existence in its current location since 1986 and the proposed addition to the waterside of the residence, for additional living space and a second. floor bedroom are common requests to a residential structure within the Nassau Point community and the Town of Southold. 3. Town Law §267-b(3)(b)(3). The variance granted herein are mathematically substantial, representing 100% relief from the code. However, the pool exists and the proposed additions, not requiring relief, are common to the residential neighborhood. 4. Town Law §267-b(3)(b)(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. 5. Town Law--&-2-6T-G(3j(bl(5). Them icu ty as been serfcrea .—The app icant pureed-th-pascal-afterthu----------- 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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to,enable the applicant to enjoy the benefit of a swimming pool in a side yard;location,in.order to allow alterations and additions to a single family residence 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 Planamento, seconded by Member Acampora, and duly carried,to GRANT the variance as applied for, and shown on the site plan and architectural drawings prepared by Erich Urs Schoenenberger,R.A., labeled T-001.00, A-100, A-101, A-200, A-201,A-300, and E-100 and dated August 30, 2019. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, 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, or demolitions, 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. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. 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. Page 4, June 25,2020 _ #7382, Lemler SCTM No. 1000-104-10-6 Pursuant to Chapter 280-146(B) Qf 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$oard 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. r Vote of the Board: Ayes: Membets Acampora,Dantes,Lehnert,Planamento; and Chairperson Weisman(5=0) Lesl'e Kanes eisman, Chairperson .-----_ Approved for filing �p�( /2020 --- -_ -- _- -- , --- _ BOARD MEMBERS Southold Town Hall • Leslie Kanes'Weisman,Chairperson �O��if SUUTyolo 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOI,YC0uSouthold,NY 11971 http:Hsoutholdtownny_gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD L; June 30,2021 Tel.(631)765-1809•Fax(631)765-9064 JUL - 9 2021 Erich'Schoenenberger,R.A. .96 BogartS1BJL1�Y1iTG D1JPT. Brooklyn,NY 11206 TQ€g'iL CF�jC I?'l IIC;LD jRE -` .:Request:for D.e Nlirilmus D.eterrninatior :- :,. . . . Appeal.,No::7382;)Lemler:. . . ,.. . .. . :. -. ..-. :, . '320-Broadwaters',Road;°,Cuteliogue ... - - - - SC -T1VINo:�:.1Q00:1.04`1Q.'6 Dear Eri*:. g g terinination m the I''am.in recei _t of "our.corres ondence;.dated:June 14, 2021 .re uestin a de mriinus de above.referenced.Zoning Board of Appeals decision: The.Boar* granted variative.reliof..for:a--permit.to construct additions and alterations to an existing single-family dwelling resulting in an in-ground swimming pool being located in the side yard.: - In your letter, you request a de minimus approval to.increase the size of the.proposed extension from 30.1 feet by 18.05 feet to 34.1 feet by 18.05 feet, and increase of 4 feet in length, and to keep the extension as a single-story volume rather than the prior approved two story. Based upon the information provided,I have determined your request is de minimus in nature because the side yard location of the swimming pool will not be affected,the changes do not increase the degree of non- conformity, and;therefore,upholds the intent of the original ZBA decision. Please be advised that conditions set forth in Appeal No. 7382 still apply. We ask that you submit to our office two original signed and stamped site plans and.architecturalplans depicting the aforementioned changes. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building Department. Sil , eslie Kane Weisman Chairperson cc: Michael Verity, Chief Building Inspector • Monday,June 14,2021 jfftrs b�� Kim E.Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold,NY 11971 631-765-1809,Ex.5011 Re: Lemler Residence 320 Broadwaters RD Cutchogue NY 11935 ZBA#7382 Dear Ms. Fuentes, am writing this letter in regards to our current approved ZBA variance#7382. sviii, After this project had been on hold for a year due to the Covid situation,we are planning to begin building the extension with minor changes. The proposed change to the approved plans is to enlarge the footprint by 4'. architecture+,design towards the rear yard and to keep the extension as a single_-story volume rather than the prior approved 2 story. The condition of the permitted variance for the existing pool to be located in the side yard remain unchanged. We are asking the ZBA Board to review this proposed change and determine if this change is considered De Minimums. The propose changes are marked in red on the attached drawing. Thank you for your consideration, FLED.ARC Sincerely, `y��SSCHo�NFy'yi� 4I W Erich Schoenenberger R.A. 96 Bogart,Brooklyn NY t.(212)941-6494 www.sull.com Brooklyn,New York 11206 f.(212)941-6496 SnM lW �I A sn«I NwnOx svil .$$.,d SCNEWLES Af00 J'�'+q'"/ ' - FOUNDATION IFl FLOOR A101 aj.OFL ' RLEFAll MRCP AIM sEC"ONSNs n,w architecture+design --AL 4. p TNU AIM " Cc gg Al. OENO 1101,1 PIAN ONO Z I+nwarow,. \ {` �J :� y.Ty V.t"a:. pp�r . yprveniaeaortw.ELECTRICAL Vol , FMNDAICALINVAC FWNDATION ANO flR3T RO01t W 5101 0: IT 100 DRAWING KEY .t , * \x i -- _... pp�� 'Axl •iV/w SITE PLAN �- LEMLER ADDITION ....,�.R. . COVER /f//� ` a.ra. A.I...... PIOR.+w�w« .. ,.<//i/'./� // /./l%1 .f '`7r. :'�'.f• .. 1, y v1>, Grp/ :�'.� %%!//�.r!, ..�.,..<:/: .{ ....n.ax C—, z StD ESECTIon T 100 lI g C C ®�vFf01 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr aasoutholdtownnv.aov - seand a.southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3• Z� ZZ- Company Name: ` c e-`�I Electrician's Name: e,,% tiv; S G License No.: ��Z'3_ Elec. email: V(, I 40 Elec. Phone No: 6-7�.2:7`. .0 U4- -request an email copy of Certificate of Compliance Elec. Address.: P- o . IS 0 3 �' So a �/ `/ r77 / JOB SITE INFORMATION (All Information Required) Name: L e -e_. Address: -3.20 Inc TLD .i_ Cross Street: Phone No.: 2 6 2 Bldg.Permit#: g �. email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Lo Circle All That Apply: Is job ready for inspection?: YES FXNO -]Rough In ❑ Final Do you need a Temp Certificate?: F] YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph F]3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y RN Additional Information: PAYMENT DUE WITH APPLICATION SCDHS REF># R10-17-0008 SURVEY OF PROPER T Y AT NA SSA U POINT N TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-104-10-06 0 CIl SCALE: 1"= 40' JUNE 10, 2013 SEPTEMBER 28, 2016 (B.O.H.) NOVEMBER 28, 2016 (RE/ISIONS) N86-09906"E 70.94' NOVEMBER 30, 2016 (RECISIONS) MHWM. — — — APRIL 27, 2017 STAKEOUT IE LINE �H MAY 11, 2017 (FOUNDATION LOCA TION) CMF FE.COR. JULY 20 2018 (FINAL) 5.4"E. _–_ FE.c(.,a. AUGUST 28, 2018 (SANITARY LOC.) xr-X—X CNc —X— 37E...,�\ � 7 ZONE AE �ej'6� — J FEBRUARY 25, 2019 (FINAL) x _ ;15 �1�E SEPTEMBER 17, 2019 (PROPOSED ADDITION) uZ,1— W FL-°pD z i - OCTOBER 22, 2019 (PROPOSED ADDI TION) z ZONE X I o m j�lei SAND -'� PATH J (=j GRAVEL /N� x`�PATH I 0 0 202 1 Y \\ STONE .... ,t2 Dw W1AA ' W PROPOSED 2 U 15� QQ� '4. Z I I STY. ADDITION. /t 8 0' 2— o 12 1 FF=16.1' Zf\. Y P�L COTTAGE 1 ' D: RELOCATE DW C14p 8.2' I WTH I EXISTING ir J DRYWELL15.1' P1t015, _ Z SEPTIC Q / PROP. 9.9, X BECK = + ' 18.0' DEC' K CE 78 DECK _ CO EKED V EL=27.7 FE.GOR. � 9` EK DE a 1 x WE. i DECK .4 ' n co 17.0' DW I 1 - 15.0' I I 2 STY. FR I HOUSE ❑\ 1 AC > \ 1 15.13' F•F•EL. 18.27 < ❑UNITS 75 SEPTIC LOCATION ' FE, 164I I .A■ .B, ICTO 0,3' I I RK 15.9;7.3-zo • . 'GATE 1 V 84 LU I POPANE ST 19' 20' �i 13'7' 20'3' 1 ' gcgNT v iI I MID LO AREA LPI 53' 56' 1 �� METAL o APPROx_\ COVER / 1 LP2 53' 52' YI 1 z� RCA N of SEP*nG 1 r� 15.2 3 DRIVEWA TEST o I 1 GENERATOR HOLE 8.1' 8.4' I r, 0 I w, AA�' CP1 LP2 WELL 1 ELECTRICAL 3 SHED I UNKNOWN I i METER 1 UTILITY ' PULES - II 1 ,.... . DECK I = 40,,. 24—� -- ------ ", 78? I o � � y rp � 00 _..._ a, NG I I .fpr 3 i C 40 6 T `L N i I 1+� "oh -/-"\ F F F OD I �AG�GC !'� � �0' \ 26\ I 1 > / �O M I O 043E / 'q. {see, i / LOT O s REFER TO "AMENDED MAP OF NASSAU POINT, / OWNED BY NASSAU POINT CLUB PROPERTIES, INC." / FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON AUG.16, 1922, AS MAP NO. 156 ,, �c ® = WELL ® = TEST HOLE t N = SPOT ELEVATION N = MONUMENT TEST HOLE DATA McDONALD GEOSC/ENCE 8/31/2016 FLOOD ZONES FROM FIRM. NUMBER 36103CO164H EL. 18' 0 SEPT. 25, 2009 - t EL EVA TIONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 BROWN SILTY SAND SM ca V AREA = 38,567 SQ. FT. _...._..... 16' is Ft' d (TO Tie lin e) BROWN FINE SAND SP F,, ——— 17' ': CERTIFIED TO JEFFERY R. LEMLER AND ANCA LEMLE.R `"�` ANY ALTERATION OR ADD/TION TO THIS SURVEY IS A VIOLATION WATER IN BROWN FINE SAND SP CHICAGO 777LE INSURANCE SERNCES,LLC, !{` OF SECT/ON 72090E THE NEW YORK STATE EDUCATION LAW. JPMORGAN CHASE BANK, N.A. ,~' '� LIC. N0. 49616 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 23' PECON/C SURVEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NO TE- WATER ENCOUNTERED 17' BELOW SURFACE (631) 765-5020 FAX (631) 765-1797 WHOSE S/GNA TORE APPEARS HEREON. 348' TO NASSAU PT. RD. P.O. BOX 909 STREETMA VELER SOUTHOLD, N.Y. 11971 12-165 °DQE rERS 320 BROADWATERS R. REVISIONS NO. DESCRIPTIONS DATE 4 CUTCHOGUE, NY, 11935 PROJECT INFORMATION M�\WM• 1a"03j8 F' �''\�, �X�G• ._\ BLOCK NUMBER 30 O\- LOT 6 LOT AREA 38,567 SCIST. \ ZONING INFORMATION R NJ\0 \A \ f \ � EXISTING BUILDING FOOTPRINT 2,033 SQ.FT. \ MNNye ",y..- .\ r3-\p \ , \ EXISTING TOTAL SQ.FT. 2,783 SQ.FT. G R 0:0 os O �\`\ \ EXISTING DECK AREA 485 SQ.FT. \ 9 p'j? 5 O �\, ,,1-\ \ \ \ \ PROPOSED NEW ADDITION FOOTPRINT 490 SQ.FT. \ \ O 1 " ! 4io - �` �\ - , ! t _ PROPOSED NEW 15T FL ADDITION 490 SQ.FT. el \ \ �1'1 �\ -'', \ PROPOSED NEW 2ND FLADITION 36250,FT. PROPOSED NEW TOTAL FOOTPRINT 2,S23 SQ.FT. X� \ 2NQ 1 6 '° - _ \\ PROPOSED NEW TOTAL FA 3,635 SQ.FT. \ \ �D�• '� N \ �y \t i I` \ PROPOSED NEW DECK AREA 656 SQ.FT. o \ DRAWING LIST \ EXISTING STONE RET.WALL O, \ \ \ \ T-001.00 SITE PLAN EXISTING PLANTS \ EXISTING STONE PAVERS \ O \ A-100.00 DEMO,FOUNDATION AND ROOF PLAN,PLUMBING DIAGRAM 4"RET.WALL \ i \ A-101.00 1ST AND 2ND FLOOR PLAN \ELL _ �� \ A-200.00 ELEVATIONS,SECTIONS,WINDOW SCHEDULE TO THIS LOCATION RELOCATE EXISTING DRY TION \ \ p\(I- G \ A-201.00 SECTIONS \ N pvs \ A-300.00 DETAILS POOL EQUIPMENT \ ZCJ'A�0 MS ` \ E-100.00 ELECTRICAL PLAN \ AJC UNITS \ DRAWING KEY SYMBOL DESCRIPTION \ a \ \ __ '/- \ MODIFIED CONTOUR LINE 05 WINDOWNUMBER GARDENING EDGING \\ \ \\ \ DOOR NUMBER \ u \ EXISTING GRAVEL DRIVEWAY \ \ \ \ BEDROOM ROOM NAME u \ r \ CIVIL ENGINEER L18 ROOM NUMBER — i O WALL TYPE SYMBOL + \ A FURNITURE OR CABINETRY MECHANICAL ENGINEER cl \ \ SN00 \ \ \ 7P \\ \ REVISION NUMBER \ \ \\ r \\\ Al SECTION/ELEVATION NUMBER ELECTRICAL ENGINEER N \ 2. DRAWING NUMBER \ \ PX DETAIL NUMBER - - •\ \ - - , 4.1 DRAWING NUMBER 3 \ \ \ i AREA DETAILED AT LARGER SCALE AREA ENGINEER , COLUMN LINE \ \ _ \ CENTER LINE 181 North 11th Street,Ste.406 FE COR - \ Z - -- - - o,2•E \.\ LP \\ �L Brooklyn,NewYork 11211 - \< HIDDEN LINE BELOW OR ABOVE t.(212 941-6494 CMF ,EL.27,8' -----� \ O -- \ .. - - r \.\ architecture+design A u \ \ DIMENSION V ATER \ c^t�- N. �X\S� 9C \ R.O Fn ROUGH OR FINISH 20 3 SND \ --- LEVEL LINE/ELEVATION DATUM f LOCATION All rights reserved.The above drawings,designs and Ideas embodied therein are the property of su11:and �P •,�Ue�l� INq j� 121.31' EL26.2 0M.ON 1� h _+14.0'- CONTOUR LINE ELEVATION shall not be copied,reproduced,disclosed t o others orels R ® (F)FIXTURE NUMER used In connection withany work other than the R INS "�'OALD \ ® (E)EQUIPMENT NUMBER specilled project for which they have been prepared,In (A)ACCESSORY NUMBER whole or in part,without the prior written authorization P1 PLOT PLANotSD,,. o��n,>"„��2 roo 1/32"= 1'-0” P2 SITE PLAN LEMLER EXTENSION T001 3/32"=1'-0" 320 BROADWATERS ROAD CUTCHOGUE,NY 11935 NEW EXTENSION SHEET TITLE: SITE PLAN ��MR Bldg Dept Copy from ZBA Final review�l OCW�ents ZBA Fill # � EL.27.6 III''' Date: i Ill �i If P E 1619..i EXISTING CHAINLINK FENCE DATE: 8/30/2019 —— EL 13.13. 1.5' EXISTING ELEVATION PROJECT N0: EXISTING DOCK NO CHANGE QED 1108 EL.10.0 C� n R L----- — ----- I - �5 nSSCHpF �/[/ DRAWING BY: MM �_________________...i Ot C� �� J�� CHK-BY: ES EL.0.00' CO� 2� (� wG-NIX: - - - - - - - - - LU qM. , 9 -001.00 C P1 SIDE LINE SECTION N L'' T•'' . '.)��wb -. ADO FILE No: T00 1/16"=1'-0" a '. 1 OF 7 02820' y 7 OF NF 1 T-2• 18'-OY2' 9'"DYa 9 Oda REVISIONS I N0. DESCRIPTIONS DATE I I 1 s-s• 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 I I I I I n 10°I r------� I I I I CRAWL SPACE o I I I I Li I I I I I I I I I I I I STEPS TO BE REMOVED EXISTING SIDING TO BE REMOVED I I DECK BELOW WALL TO BE REMOVED ------------------------------------------ I L------ / ------ - - ----- ————————————- 3 / I OPENING IN FOUNDATION 7-9" / I WALL TO CONNECT CRAWL 3 / I SPACES I I r -- -- - I- ------- WALL TO BE REMOVED >,-J i I I L-------— --� DOOR TO BE REMOVED I \�� t I II ERISO NG CIVIL ENGINEER EXISTING I EXISTING /' I I EXISTING I I NOW RK LIVING ROOM DECK / BUILDING NO WORK I i MECHANICAL ENGINEER I I I I I I \z- I I I I I I I I I I I ELECTRICAL ENGINEER P1 1ST FLOOR DEMOLITION PLAN P2 FOUNDATION PLAN P3 ROOF PLAN STRUCTURAL ENGINEER 10 '/4"=V-0" 10 1/4"=1'-0" SUM181 North 11th Street,Ste.405 Brood 4Newyork 11211 t. architecture+design All rights reserved.The above drawings,designs and 2.. Ideas embodied therein are the property of su11;and shall not be copied,reproduced,disclosed to others or used In connection withany work other than the specified project for which they have been prepared,In DECK SPIGOT 0 whole or In part,without the prior written authorization of Sul 1. DECK DRAIN LEMLER EXTENSION SECOND FLOOR 320 BROADWATERS ROAD CUTCHOGUE,NY 11935 F4' SHEET TITLE: DEMOLITION PLAN Bldg Dept copy from ZBA FOUNDATION PLAN Final review p, memsROOF PLAN ZBA Fie# Date: / PLUMBING AND GAS SHOWER DIAGRAM DATE: 8/30/2019 s" FIRST FLOOR PROJECT NO: 1108 /� �j DRAWING BY: MM ID AR C� CHK—BY: ES 4- �sC,HOEyF� NO.: 00.00 D1 PLUMBING RISER DIAGRAM 101/4'=1'-0" � s W E No: 110117 yY r, 9� 0282 F OF N �. m N 4* ' N N �' N O Q Q Q Q Q Q REVISIONS NO. DESCRIPTIONS DATE 18'-0%2" 1T-4jy" i,„ 6-81/2" 6- 4--2%" 0 - d SHOWER OO I ? �e 20"DEEP 16'-9" M � -W 6, I EXERCISE ROOM -- 2 o 2 7 o 0 r 0LLI E O a E ---- o ', A200 W LIVING p © U o ROOM � —-— A200 6 o C-C O A200 W g NEW STEPS A W U) If --UP— --- --- -------- DRAIN a 3' 6'8%2" 3'-5Y2 i 3'" 7" I I ' I I� 9ry - -- 4 UP �� --- A200 ---- l 'J --- A200 44 ® - AV CABLE RAILING CIVIL ENGINEER 3• T_— / I I ' A200 MECHANICAL ENGINEER I v —� G EER SAUNA I I I i 4 I I BENCH AV I N - ELECTRICAL ENGINEER 2' STRUCTURAL ENGINEER 8`-03/4" I I I I I 1 AM 181 North 11th Street,Ste.406 I I I IOV Brooklyn,NewYork 11211 J J Jt t212)941-6494 P1 FIRST FLOOR PLAN J J L P2 SECOND FLOOR PLAN architecture+design 10 1/4"=1'-0" 10 1/4"=1'-0" All rights reserved.The above drawings,designs and Ideas embodied therein are the property of su11;and shall not be copied,reproduced,disclosed to others or used In connection withany work other than the specified project for which they have been prepared,In whole or in part,without the prior written authorization of Sul 1. LEMLER EXTENSION from ZBA 320 BROADWATERS ROAD Bldg Dept copy �ents CUTCHOGUE,NY 11935 Final review bo'� ZBA Fi # SHEET TITLE: Date: /a2 / FINISH KEY FIRST FLOOR PLAN SURFACE TYPE MATERIAL MANUFACTURER AREA COMMENTS 2ND FLOOR PLAN BASEBOARDS WDB WOOD BASE BOARD TBD 75 LF SEE DET. STAIRTREADS WDt WOODTREADS TBD 39 SF DOOR SCHEDULE FLOORS Wde WOODFLOORING-EXISTING TBD 62SF MATCH EXISTING FLOORS TI-1 TILE TBD 346 SF DOOR NUMBER F#OF LEAVES/SIZE V.I.F. ITYPE 1LOCATION IMATERIAINOTES LEVER IHINGE I LOCK 8/30/2019 DATE: FLOORS RM MATFLOORING TBD 2705E WORKOUTRUBBERMAT FLOORS WDd WOOD DECK TBD 320SF DECK SLATS 1 13:6'-11"x 7-0" POCKET DESK 1ST FL WOOD TBD TERACKINC) PROJECT N0: 1108-- DRAWING BY: MM FINISH SCHEDULE EQUIPMENT SCHEDULE ED agcy CHK–BY: ES ROOM FLOOR BASEBOARD NORTH WALL EAST WALL SOUTH WALL WES NUMBER ROOM PRODUCT MANUFACTURER MODEL FINISH COMME c�GHOEDWG-NO.: IyF� �� 01 UVING ROOM TL1 TI-1 GBW N/A GWB WD 1 LIVING ROOM WOOD BURNING FP NAPOLEON HIGH COUNTRY NZ8000 BLACK J � A-101.00 02 EXERCISE ROOM WD WD GBW GBW N/A GBW 2 EXERCISE ROOM TREADMILL U �m 03 DECK WD N/A N/A CABLE RAILING WD CABLI 2 EXERCISE ROOM PELOTON BIKE Do FILE No: 04SAUNA WD WD WD WD WD WD 2EXERCISE ROOM WEIGHTS t1J y:` 3-0 ', 3S OF 67 (P TF OF N� 11'-3Y2 REVISIONS STANDING SEAM METAL ROOF NO. DESCRIPTIONS DATE ii 3' I' ill II GUTTER II I li III I Ii IIIIIJI III LEADER i H !I VIII I ————————— -- - - ------ Lill -11H 77TT771;:F I I I H ID II I II N J is II Ilj 11 III J, L ------ ------------------------------------- --------------------- L ---- ------------------------------ --------------- 6-73/4" PLANTERWALL 2'-7Y4' 17'-33/4"EXISTING HOUSE NEW EXTENSION CEDAR SIDING EXISTING HOUSE NEW EXTENSION Z TIN TI MATCH EXISTING ELEVATION - WEST ELEVATION - NORTH CONCRETE FOUNDATION E3 ELEVATION - EAST 20 3/16"=1'-10" 20 3/16"=1'-0" \��O 3/16" V-0" CRAWL SPACE FIRE PLACE FLUE GLASS RAILING CIVIL ENGINEER HANDRAIL MECHANICAL ENGINEER CABLE RAILING ELECTRICAL ENGINEER IL STRUCTURAL ENGINEER III I ROOM 2 F L�- i AM 181 North llth Street,Ste.406 111 Brooklyn,Nil 11211 L(212)941-6494 M3 3ign -:7- . .Ell I All 1, fi �'J! 'A I! L 11", 11, Bldg Dept copy from All rights reserved.The above drawings,designs and ---------------------- Ideas embodied therein are the property of sull;and ------ Final re vie LIVING ZBA File # �Woents shall not be copied,reproduced,disclosed to others or used In connection withany work other than the 11ROOM1 Date; U 1,--,)4 ),�LC) specified project for which they have been prepared,In 1 while or in part,without the prior written authorization of Sul 1. R EXTENSION WINDOW SCHEDULE LEMLE 320 BROADWATERS ROAD NUMBER TYPE PANELS 1W H MANUFACTURER COLOR MODEL .......... CUTCHOGUE,NY 11935 I FIXED 1 5'-51f2" FLEETWOOD BLACK 3800-T la FIXED 1 5'-51/2" V FLEETWOOD BLACK 3800-T SHEET TITLE: 2 SLIDING 4 18'-81/4" 10'-6" FLEETWOOD BLACK 3000-T ELEVATIONS 3 CASEMENT 13' 4'-1" FLEETWOOD BLACK 250-T 3a FIXED 113 2'-11" FLEETWOOD BLACK 13800-T SECTIONS 3b FIXED 15'-2-1/2" 7'-0" FLEETWOOD BLACK 3800-T 3c FIXED CORNER 13'.0" 7-0" FLEETWOOD BLACK I CRAWL SPACE ICRAWLSP 3800-T WINDOW SCHEDULE I V-0.1 PLANTER 3d FIXEDCORNER 7-0" FLEETWOOD BLACK 3800-T 3E FIXED 15'-5 1/4" 7-0" FLEETWOOD BLACK 3800-T 4 FIXED 16-7 1/4" 10'-6" FLEETWOOD BLACK 3800-T DATE: 8/30/2019 IL ____J4a FIXED 14'-61/2" 11 FLEETWOOD BLACK 381 PROJECT NO: 1108 oil' 7 CASEMENT 13' 3'-6" FLEETWOOD BLACK 250-T ol BY. MM tP Y: C c' 4== SECTION A-A SECTION THROUGH STAIR B-B 7a fixed 13' 2'-11" FLEETWOOD BLACK .3800-t OEN Y* ES 9 fixed 1 CUSTOM CUSTOM FLEETWOOD BLACK 3800-T WOOD BURNING FP \ 20 NAPOLEON HIGH COUNTRY NZ8000 �O 10 fixed I CUSTOM CUSTOM FLEETWOOD BLACK 3800-T 11 fixed 1 CUSTOM CUSTOM FLEETWOOD BLACK 3800-T -.2 0.00 121casement 1 7'-1" 4'-21/2" FLEETWOOD BLACK 25l LU 13 fixed 4'-21/2" IFLEETWOOD BLACK 3800-T CAD g1rW E. No: 14 fixed I1 CUSTOM CUSTOM FLEETWOOD BLACK 3800-T ,il�r 01 EXISTING HOUSE)NEW EXTENSION REVISIONS NO. DESCRIPTIONS DATE N � n f r G XERCI I ERCT ---rl II —�) _ EXERCISE ROOM Go ' CN e� ROOM o I m ROOM 7 4=71 ]11—hiii IT 11-AL � I LIVING LIVING MNG ROOM ROOM ROOM N l—----— - ------------- L--] II - I CRAWL SPACE CRAWL SPACE 1CRAWL SPACE N PLANTER o s1 SECTION C-C s2 SECTION D-D s3 SECTION E-E 20 1/4"=1'-0" 20 1/4"=1'-0" 20 1/4'=1'-0" CIVIL ENGINEER Bldg Dept copy from ZEA MECHANICAL ENGINEER Final review�d9ments ZBA file: ALL Date: / J/ ELECTRICAL ENGINEER 10 11 STRUCTURAL ENGINEER �I AWftVAOMM 12 181 North 11th Street,Ste.405 \ N Brooklyn,New York 11211 t.(212)941-6494 architcture i t design n B DECK 3 D CK All rights reserved.The above drawings,designs and SAUNA �_ Ideas embodied therein are the property of su11;and .n ,,, - shall not be copied,reproduced,disclosed to others or 4 r; � � _ used In connection withany work other than the specified project for which they have been prepared,In n whole or in part,without the prior written authorization v of Sul 1. FIONMG a o I ING LEMLER EXTENSION 320 BROADWATERS ROADROOM 0 1 CUTCHOGUE,NY 11935 � SHEET TITLE: SECTIONS I i-- /a" - EL 11 5' EL.11 5' CRAWL SPACEI CRAWL SPACE DATE: 8/30/2019 PROJECT NO: 1108 DRAWING BY: MM CHK—BY: ES L DWG—NO.: s4 © ARc SAUNA SECTION G-G s5 SECTION H-H ss SECTION F-F ,�� cHOEyF y�T� A-201.00 20 3/8"=1'-0" 20 114"=1'-0" 0 114"=V-0" �� JQC) C CADO FILE No: wV Ac, os of or F O F N� 14'$" %2" REVISIONS 11" NO. DESCRIPTIONS DATE O O w 1.5"WOOD TREAD 4"WOOD FRONT Standing seam roof, Waterproofing Membrane 11�1 Sheating 2x12 @ 16 O.C. Spray insulation / 5/8"Drywall D6 STAIR DET. TYP Ds GLASS RAILING DET. 30 1-1/2"=1'-0" 30 1-1/2"=1'-0" { I I II I � I SECOND FLOOR W11 A •N i Wood siding(Cedar vertical cladding), Waterproof Paper N Sheating 2x6 @ 16 O.C. Spray Insulation 3/4"Tig flooring 3/4"Subfloor TJI Floor structure, 518"Drywall I See structural drawings �ILiv A-5L Bat insulation dropped ceiling 5/8"Drywall FIRST FLOOR l� -" r - -- CIVIL ENGINEER V-53/4 WV D5 WOOD BURNING FP SECTION D4 WOOD BURNING FP SECTION MECHANICAL ENGINEER 30 3/4"=1'-0" 30 3/4"=1'-0" 3/4"Tig flooring Bldg Dept copy froomn9ZBA r v 3/4"Subfloor TJI Floor structure, Final e�b.Cents ELECTRICAL ENGINEER See structural drawings ZBA Fil # Bat insulation Date: Cast in place 1'-7/2' foundation, STRUCTURAL ENGINEER see structural drawings Varies 181 North 11th Street,Ste.406 / Brooklyn,Newyork 11211 ` \\, t.(212)941-6494 CRAWL SPACE ` \ Rigid insulation j architecture+design \ at foundation All rights reserved.The above drawings,designs and wall Intermediate blocking Intermediate blocking Ideas embodied therein are the property of su11;and shall not be copied,reproduced,disclosed to others or as needed as needed used In connection withany work other than the Slab on Grade / . specified project for which they have been prepared,In whole or In part,without the prior written authorization o Z of Sul 1. QQ rom,§m..n miz LEMLER EXTENSION 320 BROADWATERS ROAD Batt insulation CUTCHOGUE,NY 11935 i 5/8"Drywall 5/8"Drywall SHEET TITLE: DETAILS / / I 1/2"Reveal I- 1/2"Reveal al 2-1/2„x518„ Baseboard I \ 2-1/2"x5/8”Baseboard 3/4”Ti hardwood 3/4"Tig hardwood 314"Sub floor DATE: 8/30/2019 3/4"Sub floor PROJECT No: 1108 DRAWNG BY: MM D3 TYPICAL EXTERIOR WALL SECTION WALL A DET ,��s N°�nl�tiB�T�� A-300.00 D1_ TYPICAL INTERIOR WALL p 30 3"=1'-0" 30 3"= 1'-0" U GADO RLE No: Ile { cc a 028 EOFN REVISIONS NO. DESCRIPTIONS DATE .------- ,- ;= FIXTURES J I ' �1 SHOWER 11 _ I -/ ] SYMBOL TYPE QTY MFR&MODEL p, FIXTURETYPER recessed r � •- - w // / 11`111 - - ___--_ downlight 16 Y I , i ' 11 I \\ 11Qr-�' FIXTURE TYPE Rb recessed 6 downlight waterproof Lill i FIXTURE TYPE 5 pendant 1EX CISE I � -� � calling mount a I _ _ ROQ----'—i li 1 -- i / ------- ; M 1 1 / ' FIXTURE TYPE Be surface D wall mount FIXTURE TMPE Sb surface wall mount-waterproof 3 FIXTURE TYPE Sf pendant _ P � I I I j I j ; � fndura with Tan 1 cc J) \1 07 1 r 1 FIXTURE TYPE Sc surface 0 I/ 1 I I I 1 d telling mount 2 1 U' CIL L3 11 1 __-._. Z POWER SIGNAL LEGEND w- y/ / ' � ''I I 1 1 / t 4-----'i' 4 SYMBOL TYPE CITY MFR.8 MODEL `` NEW WALL MOUNTED DUPLEX OUTLET W -GFI DENOTES GROUND FAULT INTERRUPT -CAB DENOTES MOUNTED IN CABINET 6 % UP— -- -- ' -- -- —--- - - - -- -I// -WP DENOTES WATERPROOFED ---——— -----__ / i I FLOOR MOUNTED DUPLEX OUTLET i I + 7 l �C, I I J / / OO [l l .I d. SWITCH $ j 1 I t' 1 I j Iii 7 SPEAKER i Q+ // I - - -------------- -- ( 6 SMOKE DETECTOR 3 1 r CABLE TV OUTLET I COAX 1 EXHAUST CABLE RAILING ° CIVIL ENGINEER ELECTRICAL FLOOR HEATING CONTROL , 7 JUNCTION BOX FOR i FUTURE ELECTRICITY EXTENSION ° MECHANICAL ENGINEER HDMI HDMI BENCH _ I'T SAUNA WITH WINDOWS DATA OUTLET 2 AV 7t ELECTRICAL ENGINEER �- -___ AUDIO CONTROL 2 1h' - STRUCTURAL ENGINEER --------------- P1 FIRST FLOOR ELECTRICAL PLAN '1 SECOND FLOOR ELECTRICAL PLAN AM 181 North 11th street,Ste.406 10 114"=V-0" �10 1/4"=1'-0" ZVE-U Brooklyn,New York 11211 t.(212)941-6494 Bldg Dept copy from ZBA architecture+design Final review u ents ZBA File# All rights reserved.The above drawings,designs and Date: / / O Ideas embodied therein are the property of su11;and shall not be copied,reproduced,disclosed to others or used In connection withany work other than the specified project for which they have been prepared,In whole or in part,without the prior written authorization of Sul 1. O LEMLER EXTENSION 320 RROADWATERS ROAD CUTCHOGUE,NY 11935 SHEET TITLE: ELECTRICAL PLAN DATE: 8/30/2019 PROJECT NO: 1108 AR DRAWING BY: MM " '"`� CHK-BY: ES HOEI�� e� DWG-NO.: E-100.00 a` 7' . CADO FILE No: tP F OF N- ,.; Generated by REScheck--Web Software Compliance Certificate Project LEMLER EXTENSION Energy Code: 2028 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: - Construction Site: Owner/Agent: Designer/Contractor: 320 BROADWATERS ROAD JEFF LEMLER ERICH SCHOENENBERGER CUTCHOGUE, NY 11935 320 BROADWATERS ROAD SU11 ARCHITECTURE CUTCHOGUE,NY 11238 96 bogart st Brooklyn, NY 11206 !Compliance: Passes. using UA trade-off Compliance: 12.3%Better Than Code Maximum UA: 220 Your UA: 193 Maximum SHGC: 0.40 Your SHGC: 0.18 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an.estimate of energy use or cost relative to a minimum-code home. Envelope AssembliesGross Area Cavity Cont.l Prop. Prop. Perimeter Ceiling: Cathedral Ceiling 650 38.0 0.0 0.027 0.026 17 17 Skylight 2:Wood Frame 15 0.270 0.550 4 8 SHGC: 0,18 North wall:Wood Frame, 16" D.C. 350 20.0 0.0 0.059 0.060 15 15 North Windows:Wood Frame SHGC: 0.18 100 0.270 0.320 27 32 East wall:Wood Frame, 16"D.C. 500 20.0 0.0 0.059 0.060 9 9 Living area +.corridor:Wood Frame 350 0.270 0.320 95 112 SHGC: 0.18 West wall:Wood Frame, 16"o.c. 380 20.0 0.0 0.059 0.060 22 22 gym Window:Wood Frame SHGC: 0.18 15 0.270 0.320 4 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: LEMLER EXTENSION Report date: 06/28/21 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Plans ans.Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID . 103.1, ;Construction drawings and ❑Compiles _ 103.2 documentation demonstrate ;❑Does Not [PRI]1 j energy code compliance for the 'building envelope.Thermal i❑Not Observable ;envelope represented on ;❑Not Applicable ; construction documents. 103.1, ;Construction drawings and ', ;❑Complies 103.2, ?documentation demonstrate ,❑Does Not 403.7 !,energy code compliance for [PR3]1 'lighting and mechanical systems. ; s❑Not Observable { V (Systems serving multiple i. ;❑Not Applicable dwelling units must demonstrate (compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 ?sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: { Cooling: ;❑Not Observable �j Manual] or other methods Btu/hr Btu/hr ?approved by the code official. g❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project.Title: LEMLER EXTENSION Report date: 06/28/21 Data filename: Page 2 of 9 Section Foundation Inspection Complies? Comments/Assumptions &Req.l® 303.2.1 A protective covering is installed to ;❑Complies [F011]? protect exposed exterior insulation T❑Does Not and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.9 (Snow-and ice-melting system controls;❑Complies [FO12]2 1 installed. ;❑Does Not ;❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LEMLER EXTENSION Report date: 06/28/21 Data filename: Page 3 of 9 Section Plans Verified Field Verified. # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID • 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies ;see the Envelope Assemblies 402.3.1, average). <❑Does Not ;table for values. 402.3.3, ;[]Not Observa 402.5 i ;❑Not Appli ablee [FR2] I U1 1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance. ,❑Does Not {with the NFRC test procedure or Ili itaken from the default table. . i❑NoE Observable •;❑Not Applicable 402.1.1, :SkylightU-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, s 1❑Does Not table for values. 402.3.6, 402.5 ;❑Not Observable [FR5]1 ❑Not Applicable ! 1 402.4.1.1 ;Air barrier and thermal barrier i ;❑Complies [FR23]1 installed per manufacturer's ;❑Does Not instructions. Ii _ i❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built '❑Complies [FR20]1 !is listed and labeled as meeting 1 ;❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable '400 that do not exceed code ❑Not Applicable limits.- 402.4.5 imits.402.4.5 !IC-rated recessed lighting fixtures; k❑Complies [FR16]2 I sealed at housing/interior finish I T❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. g 3❑Not Observable ; ❑Not Applicable 403.3.1 ;Supply and return ducts in attics 1❑Complies [FR12]1 !insulated >= R-8 where duct is AE]Does Not >= 3 inches in diameter and >= I, C91 ,R-6 where< 3 inches.Supply and '❑Not Observable ; return ducts in other portions of ❑Not Applicable ;the building insulated >=R-6 for ! y 1 diameter>= 3 inches and R-4.2 E d for<3 inches in diameter. # 403.3.2 ;.Ducts,air handlers and filter " ;❑Complies [FR13]1 boxes are sealed with i i❑Does Not !joints/seams compliant with I I International Mechanical Code or ; , j❑Not Observable International Residential Code,as I ;❑Not Applicable applicable. 4033.5 Building cavities are not used as ;❑Complies [FR15]3 ducts or plenums. j ;❑Does Not r�.1 "y❑Not Observable ❑Not Applicable 403.4HVAC piping conveying fluids R- R- ;❑Complies ' [FR17]2 above 105!2F or chilled fluids ' ' :❑Does Not I below 55°F are insulated to>_R- (0) y3 ; ;❑Not Observable 1 ❑Not Applicable ; 403.4.1 Protection of insulation on HVAC ;" ;❑Complies [FR24]1 I piping. I }❑Does Not 0 ❑Not Observable } ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LEMLER EXTENSION Report date: 06/28/21 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies [FR1812 _aR-3. :❑Does Not u ❑Not Observable :F-]Not Applicable j 403.6 jAutomatic or gravity dampers are; ;❑Complies [FR19]2 }installed on all outdoor air ❑Does Not intakes and exhausts. '❑Not Observable ( ?[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LEMLER EXTENSION Report date: 06/28/21 Data filename: Page 5 of 9 Section Plans Verified Field.Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All installed•insulation is labeled j J❑Complies [IN13]2 or the installed R-values i ❑Does Not i provided. ,❑Not Observable , f ' ;❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least lk of theWood ❑ Wood !❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 :exterior,the exterior insulation ; ; :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable. ; ; { 303.2 ;Wall insulation is installed per j i❑Complies [IN4]1 !manufacturer's instructions. ❑Does Not '[]Not Observable '❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LEMLER EXTENSION Report date: 06/28/21 Data filename: Page 6 of 9 Section Plans Verified. Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- !❑Complies ;See the Envelope Assemblies 402.2.1, Wood ',E] Wood ;❑Does Not ;table for values. 402.2.2, Steel ;❑ Steel ;❑Not Observable 402.2.6 [Fill' ; ❑Not Applicable ; 303.1.1.1, :Ceiling insulation installed per ; - "ElComplies 303.2 ;manufacturer's instructions. ;❑Does Not [F[2]1 ;Blown insulation marked every ;300 ftz. '[]Not Observable .❑Not Applicable 402.2.3• Vented attics with air permeable j. ;❑Complies i [FI22]2 insulation include baffle adjacent 1 - ;❑Does Not to soffit and eave vents that ;❑Not Observable extends over insulation. A J❑Not Applicable 402.2.4 ;Attic access hatch and door R- iElComplies [1713]1 linsulation>_R-value of the ❑Does Not ;adjacent assembly. ,❑Not Observable ' ;❑Not Applicable 402.4.1.2 ;,Blower door test @"50"Pa. <=5 ACH 50= ACH 50 = ;❑Complies [FI17]1" I ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ;❑Not Applicable 402.4.2 Wood-burning fireplaces have ; . " 3❑Complies [FI8]2 tight fitting flue dampers and ❑Does Not jjj outdoor air for combustion. ( " _ t❑Not Observable ; j•; ;[:]Not Applicable 403.3.3 ;Ducts are pressure tested to. cfm/100 cfm/100. ;❑Complies [FI27j' !determine air leakage with ftz ftz ❑Does Not !either: Rough-in test:Total ;leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable , w.g. across the system including !the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ; w.g.across the entire system ; I including the manufacturer's air f ; handler enclosure. ; 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 ;cfm/100 ft2 across the system or 1 ftz ftz iEboes Not <=3 cfm/100 ft2 without air I handler @ 25 Pa.For rough-in ; ;❑Not Observable !tests,verification may need to ; ❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated i ;❑Complies [F124]1 :by manufacturer at<=2%of ! ;❑Does Not a design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ilkomplies [FI9]3 installed for control of primary ' 3❑Does Not heating and cooling systems and ; initially set by manufacturer to. I F❑Not Observable code specifications. w ❑Not Applicable 403.1.2 Heat pump thermostat installed ;❑Complies [FI10]2 on heat pumps. ;❑Does Not 4 y x❑Not Observable 1❑Not Applicable 11 High Impact(Tier 1) J 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) .Project Title: LEMLER EXTENSION Report date: 06/28/21 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.1 $Circulating service hot water ;❑Complies I [FI1112 systems have automatic or f ❑Does Not accessible manual controls. ' 1i ; �❑Not Observable S ' ;❑Not Applicable 403.6.1 All mechanical ventilation system _ j❑Complies [FI25]2 fans not part of tested and listed i Moes Not 1 HVAC equipment meet efficacy ; i and air flow limits per Table ; . 'j❑Not Observable- R403.6.1. bservable R403.6.1. i❑Not Applicable 403.2 J Hot water boilers supplying heat Complies F12612[FI2612. ithrough one-or two-pipe heating ❑Does Not ;systems have outdoor setback control to lower boiler water ❑Not Observable ltemperature based on outdoor {❑Not Applicable itemperature. 403.5.1.1 Heated water circulation systems : , ❑Complies [F128]2 have a circulation pump.The2❑Does Not system return pipe is a dedicated - i ![:]Not Observable ' ,return pipe or a cold water supply` pipe.Gravity and thermos- ;❑Not Applicable syphon circulation systems are not present.Controls for , I circulating hot water system j 5 pumps start the pump with signal , lfor hot water demand within the occupancy.Controls automatically turn off the pump 'when water is in circulation loop is at set-point temperature and s f no demand for hot water exists. 403.5:1.2 Electric heat trace systems �❑Complies [FI29]2 comply with IEEE 515.1 or UL 1 ;❑Does Not 515.Controls automatically ; adjust the energy input to the ! - ,❑Not Observable heat tracing to maintain the f s❑Not Applicable ; desired water temperature in the I ; piping. �. s 403.5.2i Demand recirculation water ;❑Complies [F130]2 ;systems have controls that PDoes Not manage operation of the um and limit the temperature of the 1 =❑Not Observable water entering the cold water ;❑Not Applicable piping to<= 100F. i 403.5.4 Drain water heat recovery units f !❑Complies [FI31]2 (tested in accordance with CSA j ❑Does Not 855.1.Potable water-side !pressure loss of drain water heat t i❑Not Observable recovery units< 3 psi for s❑Not Applicable ; individual,units connected to one a or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for ?individual units connected to ithree or more showers. 404.1 ;90%or more of permanent . . UComplies [FI611 fixtures have high efficacy lamps.; y❑Does Not [_]Not Observable ❑Not Applicable 404.1"31 {Fuel gas lighting systems have t❑Complies [FI23] j no continuous pilot light. . t❑Does Not I ;❑Not Observable ia ;❑Not Applicable 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LEMLER EXTENSION Report date: 06/28/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection'Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 Compliance certificate posted. I r '❑Complies [FI7]? �• '[]Does Not t❑Not Observable { ;❑Not Applicable j 303.31 Manufacturer manuals for ; ;❑complies (FI18]3 mechanical and water heating ;❑Does Not l systems have been provided. I �❑Not Observable 3 ( , ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LEMLER EXTENSION Report date: 06/28/21 Data'filename: Page 9 of 9 2018 IEcc Energy Efficiency certificate Insulation Rating R-Va[ue Above-Grade Wall 20.0.0 Below-Grade Wall 0.00 Floor .0.00 Ceiling /Roof 38.00 . Ductwork(unconditioned spaces): Glass & Door . U;-Factor 'SHGC Window 0.27 0.18 Door Skylight 0.27 0.18- Heating .18-. & Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments � , Ae a_ze�c -------------�--.-------�-----,----- ________.____ — - .* I INCLUDE 2 STEPS _ - _ .__--__-- -- . --...-_-..._-_ -._-.._-.---_--.--.— — +3 RISER IN PAVER COST Sheet List Sheet Name Sheet Number e:. + - ~a � -- 1.; ., sY \ x, ,k + + - ,. ;,,.I;:;,- :_ /. ,>, >� - ,- -r — ------------ - --. ..-- - ' -F I` ` `. -++ � > \� SCHEDULES -- ---- A100 4 SAND I p. - ,'' \\ ' -- --- -- �.,, .. 1 i i . ;/ Y �f -,' / ,,�^ ,,v -,., FO ND _ 1 , � R ' _ U ATION / FIRST FLOOR A101 , .-IL, � ' i' ` AD --'`"'.:- . . r \ \.,,\' ' t "I\1 ROOF PLAN / RCP C Wq TE :\ / r \ . :' _, '''\` �E"', \ GRAVEL ;\i'rl'i;': <:',, + ' - N. w.;�. r < , t , ;'':.;: . r .':' ELEVATIONS \ _ �f � :,, + +N s ._ \.:\ \ , I architecture design // - SECTIONS, _,_. . A104 "� DETAILS \\ . . . . . -`\, �,t`•�. , + .a + I �' 1 ..I``\`\ ', \:'i ,p''.�.f ----------------.--------- •,O WOOD CHIPS . . . . , + + \s„ ( f, . o ,: DETAILS----- ---- - - ----- -- A106 , \ � 1:-, sf�C°� r; ,It , - - ----- - --- - __ ------------ ---- r DEMOLITION PLAN DMO MN� ;; - • ""r-040" 1$�1I + /rr� `',`.\ ` \\',1' EX�� ,,,,I r"' ` \ 220 SF OF PAVERS TO BE INSTALLED TO ELECTRICAL-__------------ E101 — \\ EXTING PLANTED AREA � \4 �`- `� ,"",'',''',% %\ \,-1,\'' PpQ� �\ {"` l CONTINUE EXISTING PAVED PATIO - MECHANICAL/ HVAC M100 APPROVED AS NOT D \ ��\� . . . . 1 PAVERS BY OWNER -- ___-___— I, ti� `��` CMF OR ��j /. a , r^ C ' A Xf �;.'',; O , P NOTES S100 TE: c� g E \''•' 1p _ ------ 10 ........... _ ,u1� -, �.�, o' - '` � � '`.`;> 1 ' ' i FOUNDATION FRAMING S101 BY: ' O D \ �c.., - DECK .\ \, 1, I -"'` p' ', -------------._ ----- -- -----------.- r :: >':`� - - , , opo "\, `'\'``, _''\'\`\;' , �, ,j FIRST FLOOR FRAMING S102 NOTIFY BUILDING DEPARTMENT AT �,. ' i � 'C ,` \; \, - - -- -- -- ------ 765-1802TO 4 PM 0 tl \- �.`, 8 AM FOR THE O `,`\'` \ �I'< ROOF FRAMING S103 M. R"� /" Iq ,::..f w yr'�'\'' ALL EXISTING TREES ARE REMAINING /�11." I M \ t \' \\' '1,, .t a, „ --- ----- FOLLOWING INSPECTIONS: "LANDSCAPE WORK BY OWNER G G % \,' `,\\ ,'' \ '\ `\ 1. FOUNDATION - ,: ,x " ,A \ _:, v�N N� `,\ `\` :`,\ � i FOUNDATION DETAILS 5104 TWO REQUIRED \._ "': s .; `"{'`,�, ------------ -.._.. -- - - ----------.--- ----------- F -(p \'' \' `',` OR POURED'CONCRETE -'\ .!I% \ ,:'_s- x 1, . �.. Foo \' ,":' ' \ \ �``\�, *! 4_- FLOOR AND ROOF DETAILS S105 °;�- .' / �" k, + ` \ \� \�`' `\ , . �;.'� \ `� '. x`,, -- - - ---- -- ---- ------- 2. ROU FRAMING & PLUMBING `- '• ROUGH - �, -x kx fir= \ . t n.:. \ ''•r - 1, =. ' .'': ,` \ \, '\ �;,\� \.{ .r ,x�. COVER T 100 3. INSULA a \ `' ¢° \� 2 J. \ , `\ ' r.,a ' ,:, .\1\y�\'� ` \,y�� : i 1 _____,_________________J TION U_ :,I .,-'�:.r�\ ` - .-- m .1'1 .\\i,, \, " .b }&. .z�,' '.�"',, , ,'\ ` `"1 \\1;\'-=\ a.�; "(;;�%i ,t1.,1 ,- \' EXISTING ROOF. 4. FINAL CONSTRUCTION N ' `� ve r.. ;\ ,_ \\ �`/ e:'� i;x1;;\\\�, \��'k1 ' , \ a r `2iy ADD GUTTER .S UCTION MUST v .' BE COMPLETE FOR C.O. Q 4%`` y„ 7� _41 °' 'k :n \ `'r'\. \\ ,' ; ADD LEADER ;,,, -` , .._. ;F �. ''�.� ALL CONSTRUCTION�[�-.: TRUCTION SHALL MEET THE = _ '_: " , \` - h TRUSS P _ ,:':'; 2 ``\''',,`\`''',,'` ,`;'',``. ,.``,''..'`:\. " & :R �<�' � 'Z�-.r��.,°-' �' �/, c,,,'.-• _.; ' - ----- LACARDING REQUI D REQUIREMENTS\ K. Q EMIEN ;,, :° ';:;;'. '.._` _ No N \\ . ,, . :. , '. TS OF THE CODES OF NEW£ ' P - • I � ,,", 0 o ,\ `°. ; /, " \/' \ r YORK STATE. NOT RESPONSIBLE FOR NOTES: n \ ,;;;;< ''}' o� Z j`' \ RET �qr ,,Y �" a FR \,`\ \'\, ,'\ /: / r Ai!d STGI,fvl ��' '!, DESIGN OR N '` o , / / \ /` / \. `,1I;+"\ r,1 i. I la!u� F CO STRUCTION ERRORS. \. �_. M n �, t \ ( y r t R�]UY11 1 1 1 r, l X0,,,1- ...,..°.yrs /. / /i /,/. ':'\\,\' ,\''� ,\.,', '' / /, , ), 1. RECONNECTED WATER AND OR ELECTRIC TO DOCK OR TO CI If,f + R 2,,6 f , £ :: \ ' 4 n, / /�,,',��' '''k�,o•� / " ,•'� / \' / ,--i SPRINKLER SYSTEM IF CUT DURING CONSTRUCTION. OF THE TOWN CODE, �;`;' ,;,,.;4, . - . . . ,, \ . � l , - AFFECTED EXISTING SIDING. RESTAIN �R� /; ` / 2 CLEAN STAIN ON 15 >Q ' :, \` . . . . . . . . /i i �'\ t \ \\ '/'� / \/ `'r'` `i) WHERE NEEDED. OCOU{ P N� VY On � .. ; . /' z / �i•. / / /' --\J ' y. {ke 1 !pc t` i`� �T/1�# 4,� �N) //,,;', t=1,' °`°"` ' xi�x .D .•!•. //' i// .//j // // j,'" j .i/' •%/// i' ,, / '` `�'1�1. ; 1� ) ELE:L'fEa.2v s,�""..."wrww:'„'.','�I.""^rr,r!lf� V ti�Jz E t-/ V Y L! ftArr 1 1 � .,.. I r } / \N`' "Y/ '//F " ` _;\,:, �i:`,k •'` ;,',F:,,,�.:t• e? - ',; �' // �il�� ' j:'j/,,•' <'- \ ;„y !1;. An ed �,iY�ar lighting @ - r ,�, *'?' � „w g'. 1 f. I- / / -(p '�" y / j ,\jj / /.a' T+A V O O V �'-. It 11 `,.",, �'-;,`': ._ / ? , / /i' €�� .l.�,d replaced or , / Z. , rC _ 1 �d r'hall.conform RELOCATE EXISTING s , \.- �, %, // �. /,` /, :f \' / �o , ,\ \ A� I %, ' /, "i,''tr �33'�/ / ,i w � ` �Chapter 172 DRYWELL#4 (fir' //, / . /, �' / . , ` of Town Code ;�' „ W, _1� ^ ' r �., '11 I 07 / / / /' \��',1,;iii;?. \: S;w»` ':;- . . - - .�/ -: ./ X/ , / A�' /. ''1:1, , ,, .....,. .,. . __..___.._ �Y & TOWN CODES \. 11 i z° // >.f; % / ��/ / �,'j,. //. :r �:�: .,, 'r" AS kL1UIRED AND CONDITIONS O 1: , / j �. INCLUDE GRAVEL / „ �- / / "'/ /;.'/ %, -4: .�r,\6Y / // �, ;' ;:;,' ELUM'BER CERTIFICATION �� OL OWN ZBA PROTECTION AND REMOVAL �_ q Y / / i' /� '- SOUTHOLD T ' :: .. 11 ,� ,, i , / / \` ON LEAD CONTENT BEFORE REINSTALLATION OF FENCE '° M . . - ' 1. . "* (;. / i / / �,' ''' -11; - i SOUTHOLD TOWN PLANNING BOAR >; , , CERTIFIC T F DURING CONSTRUCTION : . \ "'\, r A E D OCCUPANCY .'; '< ' _ d '.: �'' I,�, , 11 � ..� ......J. ........... - - - _ - SOUTHOLQ TOWN TRUSTEES ,t. ,,' x;t - - - :a' - "g-, - .. :,1- ^%' i USIEcS ,,' - +'.- , ,111 i,' - F 9 ♦ SOLDER D .: OLD USE IN - WATER �:, f + + _ + z," �: .,. ;'' ': nx �' ,Ii y q`, l v I � n - i IJ.i. . DEC;y UPPLY Y TEM I �.:- S S S CANNDT „I \<? ." \ % , \< ; ''\ �' .7;•: �� .'\�,!,,,,�,�V'T.:.,_ ii, `tea 'r�,. '\ \ '�r, O ;< EXCEED 2/10 OF 1 /o LEAD. �. ._ , u, 1YI 7: . . . - - - . . . .I'' I.. .1. +. +.', J-`W ec; •x=II r \ �lr) -�,' EXISTING GRAVEL DRIVEWAY . . . . - . . . . . - + I + + + '''` �`,• It il'(. <'. •:': .:.',�;ir 1' . til (,,. i('- . . . . . . . . . + , ., ... .+ + 1 .. + 1 + '�',,:.^�` \ 1' r , I -t % -.. "I,, N�- _ _ _ + _ + + + + + , .\, . 'i DRAWING KEY �, _.;-.. :...... f .... j 1t,, ++ + i + + \ __ , 41 ., _ ' a _ •, , P� <, . A; G - .'/. r.\,....+.,, .- \.:,,+' e,.'. ' %r, ,OO 1 a t , +. y 1 . . . + : M +- `,, \;/ —. , 11 <'� \ SYMBOL DESCRIPTION •: • . + . I + + « + + + + - + r • • + MODIFIED ,�uT.U LINE ::.:'.,%e, \.,'!• J sf7 j "•yam . . , . "\ 7 I i�' , /, .. .� , - - :1 + - .+ i' M a + , +. i ... I. .i . h 1 + : .I r \,, �O \ -...qy r_'\/ f No. Description \.' ADate r 1, Y �° a 3a'-"y'r', , + - + ;j`\ ` WINDOW NUMBER i F , J,... + + + + + + •vf''.t`.r i^i^:1[p;ee :'i-h!""r•\i t1• w . . . . . . . - 1 •\, r I .+ .[ , .I t : .+ + + + r + I \ 11 %.A'1.' r'i ;'r (. ,{ + + + + / a' 12, DOOR NUMBER o per%.I',\- .� n°� ^a,[, ,• + + + + + + t + + + ,, /, n\I\/./ Nit%I 11 i + \ :3, ':1 /,,1.r.` I <::g +-- 1 ROOM NAME ,�,, _ •^\ ��.^ y;A"J,R,}r`«,•\ \ . . - . . . - . " . . - . . . I + + + + + + + + + + + t f. ;+" + - ' /' �. BEDROOM Q r '' + + + + _ +" ,. �� ) 18 ROOM NUMBER .......�_ _ .t . \ + 4 '-'s l . . . . . . . . . . - . . - i. + .r + + + + + + + ..+... + .+\'' '\ f J• \'d 1 ______ t I � - k . � �Y a� '` I . . . I I /_ SYMBOL , , '. .�L.:! \ ,.•x, r:o Al . . . . . . . . . . . . . 1 i I + . t + 1 + + I� , <q WALL TYPE l'�'' '". — :.y':it 1,- ,,•1,,,_`. _ *I, , . . . . " . - . . ��' + + + - -- + + + +.-'+ '-i` r`' �': .{ \ 11 '.. 'c ;r. .l '+'�1. >r + '1. `\ `, x '�" _ ';': A FURNITUREOR y _- + CABINETRY# 'I'' -11, {'\� -its l.l"'i='-1\ - ry1 ! �'/ - �' ' +. + + + + I __ '' ",*- REVISION NUMBER ` �- :� « ', - . -, \ UMBER FEC - '', I i Il `t :" `,,.,. T• �.,,,k`\�O`, . . . . . . . . . . ++ '+++' + +j`+* + . Y `+� j \ -;L/-r> \_J Al SECTION/F'EZ ATION N 0 �? 0.2E. lr y /.;. ,-", 1, � ." k;4' \\ y\ + + + ++ y «+ �P - \ / ,7-- /1 \;� 2. DRAWING NUMBER r,. x CMF EE.27 •: i 9 z:,'Yk.'- _moi-.O ..._ -\ •� I/`, rt`. '\' � ;' �� i , /- _ ' PX DETAIL NUMBER 8 r..z= ;'` �r , \ '` \ `'' 4.1 DRAWING NUMBER AO A TER , � l ;'', C, ' _ - S _ ' .[` 4. - ., \ �C�D�p y, v . ' _- • • .�, . 20 N �. .+ I ., + + + - I \ 'c / AREA DETAILED AT LARGER SCALE �;\ \ } ,\- (p �/� /� �j 'r----12' 3�. E�.26:2 'MON`' /' y .%. �1 7 \+ + + + j (' %,` — — �eC/c ,(,�Lj 0.3;E. •.•- .-.•. - .". .•,-. \,. .. + + +++'. ,\. I \ t f P, F W1 [T. 0,4 g, •\1- - - y + a + +\ �`'' COLUMN LINE _= FET\/ . . . - . ; . . . - ,''�, ,`., ,..,�'\ `I \`' CENTER LINE ..1`l. V 1 \ .. \ \ / P1 PLOT PLAN --—'-- P2 SITE PLAN HIDDEN LINE BELOW OR ABOVE _ T001 1/32" = 1'-0" T00 3/32" = 1'-0" DIMENSION R. Fn� ROUGH OR FINISH NEW EXTENSION �----- LEVEL LINE/ELEVATION DATUM/LOCATION �-7,�- _ V, /,� +14.0'-- , CONTOUR LINE ELEVATION ' , %'/ / , /, / " / / ''N' ® F FIXTURE NUMER // / D E EQUIPMENT NUMBER /'�; / / / // IT 175 (A)ACCESSORY NUMBER ER ADDITION �/ /,/ii" /.�„�//'//' '/// .//////' /'// EL-1-27. I •, l J // / / ' '' '' C I / 1HHNI � OVER r / J / , / - r', / / / f- __ EL.. 16.00' A �y /, / %; i/'/ / / /, /' , // I/ V//, /,,' '�/ /,-l " 'i /^ / ;/ / f,. �T - -iM 11 E L 11_5' C�� rT�. /.,. , /,_ / / . /,. / . . / ;/ / //;/,/� /, //? /// i/ �,-'i/ — ��SSO OWN Project number / ti /, // /. ; / ' / / 'i // ' ; ,�: / '/ // \\ % %✓ ,/ // �-;/ __ /: //. // •;{ �� tio fi —� — Project Number , . /. / '" EL.6.5' / / '. / -- / / /; � / //: , /;' J/' r f- r Jr /./ , ate / / / �',, ; , ,_ P! / i / :� �u `�c� -+ D Issue Date / . / / ,. i '%' /''/'' '/;/ // / i / / / i/ / i //, / / ' //. / / / /. EL.4.00' /: /' / // _ i / // LL ZZ / / // / /, /; i l /, / � EL.o. / /. �'.; / / �i_ / / Draw b / '� n i i / /, �: V.''�t� Author / fi Y /. / // / / / /. j' ;.: / / . r, i / i /" /; i .- i / / /' /. /" / / / / /• /. /' / / / / / /' i- ��: �� Checked Ch / x �i 'i ' ecker / / Y , I /�/K,/. I I 11 . I /. „ I P1 SIDE LINE SECTION N� ` T 100 - T001 1/16” = 1'-0" _--� �"`"°"" CV O Scale ti CV 0) Door Schedule Mark Function Model Width I Height Description From Room architecture 1 Exterior E-Series Gliding 15' - 10 i 8' - 0" Aluminum-clad wood Gliding + design French Door From Living to deck 6'-0" 3'-0" 2 Interior Pivot hinge double door 4 - 6 6 - 8 Flush panels Desk nook 3 Interior Sliding door 5' - 0" 18' --0" Wood cladded - HAWA track Gym to Living I i 4 Interior Sliding door — 8' - 0" 18' - 0" j Wood cladded - HAWA track Gym to Corridor $._0.. 3'-0" 16 17 � T-0" Cl) Window Schedule - - Mark Width Height— TSill Height _ Family 1 8' - 0" 8' - 0" 0' - 0" jFixed 2 3' - 0" 3' - 0" 0' - 0" .Fixed 3 3' - 0" 5' - 0" _ 3' -_0" _Window-Casement-Single_Lefi OO 1s 4 3' - 0" 5' - 0"IUD _ - 3' - 0" - !Window-Casement-Single_Left 5 31 - 011 31 - 011 0 - 0 Fixed 6 4' - 0" 8' - 0" 0' - 0" iFixed1 _ 00 7 6' - 0" 8' - 0" _ 01__01 - 011 '_- 0" Fixed EO 8 31 - 011 31 - 011 0 0 Fixed - Tempered 9 3' - 0" 5' - 0" 3'--- 0" —j Window-Casement-Single_Right - Tempered 10 3' - 0" 2' - 6" 8' - 6" (Fixed 11 3' - 11 3/4" 21 - 611 8' - 6" _ I Fixed 1 o 0 12 3' - 11 3/4" 21 - 611 8' - 6" Fixed 1 M M 13 T - 11 3/4" 21 - 611 8' - 6" Fixed 1 14 3' - 11 3/4" 21 - 611 _ 8' - 6" Fixed 1 15 3' - 11 3/4" 2' - 6" 8' - 6" Fixed 1 _ NIV 6' - 0 --------- 16 3 - 0 8 - 0 —-- -— Fixed 17 3' - 0" 3' - 0" _ 81 - 011 --- -- Fixed ---- 18 3' - 0" 5' - 0" 3' - 0" Window-Casement-Single_Right 19 21 - 6" 5' - 0" Velux -t0 erable remote / motorized - incl. ower 3'-0" 15'-11" 3' -11 3/4" — ------–L--- p � power) I C° 10 11 12 13 14 � 15 � CV N (V _ = NOTES., 1.ALL INTERIOR FRAMES OF THE WINDOWS ARE PAINTABLE No. Description Date OR FACTORY PAINTED CHARCOAL. 2.ALL WINDOWS ARE FROM ANDERSON E-SERIES. 3. THE SKYLIGHT IS FROM VELUX. I i -- — o O CDiE € O O 6 I � ' EO C0 t` ! i i E e 0 5 i T-0" 15'-103/4" 4'-0 LEMLER ADDITION SCHEDULES n WINDOWS SKYLIGHT J 1/2" = 1'-0" 1/2 1 0 Project number Project Number ,9 6��D A�Cy Date Issue Date 'C ��yF /�. C�`�s - 'SSGH© F� Drawn by Author UJ * Checked by Checker a Ar M wt{ � Al 0 0 CN CD Scale 1/2" = 1'-0" ti N r is 77 architecture + design_ KEEP EXST. POST STEPS TO BE REMOVED RELOCATE EXST. 20'-71/2" 3'-7" EXTERIOR SCONCE EXISTING WALL - —- - ° - - .- - � AND POSTS -. --. --- .... --. —.. .—— —. — � . TO BE REMOVED 18'-0° 911' `r' r9'-0 7/8 I' 7'-9 1/2" EXISTING DOOR N ATO BE REMOVED ; EXISTING DECK — EXISTING o SHED ' `, ' TO BE REMOVED ih /,, .EXISTING SIDING NEW OPENING IN TO BE REMOVED EXISTING EXTERIOR WALL v FOR NEW 3'x5' WINDOW i KEEP EXISTING POST EXISTING WINDOWS TO BE REMOVED KEEP EXISTING WINDOW LINE OF ROOF EXISTING LIVING ROOM 0'-3/4" ABOVE No. Description Date 1 FIRST FLOOR DEMOLITION PLAN LEMLER ADDITION DEMOLITION PLAN 5l� aoe Al Project number Project Number Date Issue Date `Y m Drawn b v Author Checked by Checker Z8 -Lo 0 co DMON O Scale 1/4" = 1'-0" N r 1 1/2.. NEW BATH TUB 311 FIRST FLOOR architecture + design 3 WATER�RIS ER DIAGRAM 1/2 11-011 3 A104 A103 2 SAME WIDTH AS EXIST. 3 V.I.F. 18'-3" A105 8'-5 3/4" 3 -0" 6'-0" 17'-9 5/8" SUPPORT FOR TUB \ 7 NICHE FOR SOAPS g 8 o o I - 4 PANEL SLIDING CONCRETE BENCH DOOR SYSTEM ANDERSEN E-SERIES C) i TUB _ � I SHOWER ❑ �I\ - - 3'_T' ,� o WOOD FIREPLACE ` N - - - — \ --' C CABLE RAILING _ 16 -1 5/8" - RUEGG R III 50 x 100 x 42 cm j CABLERAILINGS.COM of do - N HTTPS://WWW.RUEGG- CUSTOM LEADER TOP T CHEMINEE.COM/EN_EN/PRODUCTS/FIREPLAC �� LIVING AREA TO MATCH EXISTING PROVIDE CRAWL ES/PRODUCTS-DETAIL/77/NEW-FIREPLACE- ` - _ SPACE VENTING RUEEGG-RIII/ \`� 3 3 --- NEW DECK \\ 175 SQFT SUPPORT FOR - �' � 1 - - - - - - - FIREPLACE 5'_8, O ---- ` lfe A104 i CEILING RIDGE A103 / 2 - ---- iA103 3 N A106 NEW POLISHED Cl) �'-10, ' ' - CONCRETE FLOOR COLOR TBD _ co W/RADIANT HEAT PROVIDE CRAWL SPACE - ---- �s PIVOT HINGE VENTING A106 o 8 9' — DOOR i I 1 • '• - - ' •: - - _ _ , � \ ❑// WOODEN SH2LVES i CRAWL SPACE,.. -� - - ----- NEW STEPS �� 1/2„ o II �o - l5' 4 No. Description - P Date BUILT-IN DESK vUooD - -----------� 4 Al 05 MIRROR I T-6" SWIVEL ----- • '. ' BRACKET \ EXISTING STEPS W EXISTING STEPS C.J A104 oN sso s I GYM _-_ { O \ \�. m HAWA SINGLE .t,' •- •- - - - - •- //�� \\\ i TRACK SLIDING DOOR SYSTEM •T-9" , ' \ '. + 1 ROWERINSTALL TRX (2) GLASS SHELVES BLOCKING I\,ON EXST POST 1 3 I FOR BARRE - `�� . - - . CORRIDOR \ BIKE - L g • ��\mF. � '- -, •, - _ ,• _ - r � \.\ \•\,. NEW RUBBERf \ \ \ \ \ FLOOR - \/ \ . \, 10 18 7'-3 1/2" 2' 10" EXISTING DECK EXISTING DECK M 2'_6„ co CONCRETE -- ap FLOOR \ OPENING IN \ \\ \ - CHIN UP COLOR TBD CUT OPE \ \ F70UNDATION WALL TO CONNECT CRAWL SPACES i - \. N SCHLUTER EDGE �. BLOCKING \\ \ FOR CHIN UP SHELVES 1, \ COLOR TB ► \,\ �\ \ ,\;,.: ` y ,l;: LEMLER ADDITION \\ \EXISTING BUILDING\ ,\' ` FOUNDATION / .NO WORK \\�`,•, �- _I , � •�.\ �;y�:Yy;\. \'. EXISTING LIVING ROOM �K EXISTING WOOD FLOOR \j\\ FIRST FLOOR (QED RRC Project number Project\ y o�ect Number \ \ x Issue Date Date c w >A 7yDrawn by Author Checked by Checker �._ 101 FOUNDATION FIRST FLOOR 1/411 1 1-0111/4" = 1'-0" Scale As indicated N N 7' - 10" 26'-3" Lu Z) I STANDING SEAM METAL -777-7 z_ 9'- 10 1/2" 8=2" W =k ` - VERTICAL CEDAR SIDING TO MATCH EXISTING architecture + d e s(g n GUTTER AND ROOF DRAIN GUTTER AND ROOF DRAIN VERTICAL CEDAR SIDING TO MATCH EXISTING METAL CURB FLASHING r z - - 0 3 0 O O O O O o O III �- NEW LOCATION FOR i 10 11 12 13 14 15 b 16 17. o - it I EXST. EXT. SCONCE ag °-° M i---- I EXISTING Rn POST 8'-0" 6'-111/8" 9 Oi METAL POST dTO O HI 0 Lll CITE--I�Jf i —� 7-9_ �8` � � _ _ - --- - � 0-------- FIRST FLOOR --- - - - - - -- --------- - _ FIRST FLOOR M M C14 ' NEW SKIRT _ - -- --- ----- - I _ I I NORTH ELEVATION - EAST ELEVATION 2 = 1 1/4" = 1'-0" 1/4" 1'-0" 26'-3" Lu I � O 2 STANDING SEAM METAL C7 Z I I-- No. Description Date X Lu //Z - GUTTER GUTTER I - NEW WINDOW 00 o 18 3'-0" T VERTICAL CEDAR SIDING TO - MATCH EXISTING I FIRST FLOOR - -- - LEMLER ADDITION I ROOF DRAINS TO DRYWELL ELEVATIONS I Project number Project Number ��kV-D App/ Date Issue Date 5� S,cHOENF ij Drawn by _ Author ti J4 w Fpm Checked by Checker a W Al 03 3 WEST ELEVATION Scale 1/411 1 -0 N _1�"i'-""::.._ •,'i�:.�'' Sys :. -- v4 p'v' nS, architecture + design_ EXISTING HOUSE WINDOWS U-FACTOR = 0.27 0 0 3/4"VERTICAL SIDING TO MATCH EXISTING _ 1/2"SHEATHING 2X6 @16"0.C. EXISTING POST OPEN CELL SPRAY FOAM R=20 SLIDING DOOR 1/2"DRYWALL 3/4"VERTICAL SIDING TO MATCH EXISTING 1/2"SHEATHING 2X6@16"OC OPEN CELL SPRAY FOAM R=20 1/2"DRYWALL - LIVING AREALCORRIDOR o SHELVES p GYM � D FIREPLACE bo 1 c0 !f 3 0 \2 i v – _ = FIRST FLOOR _ - - 0 of - 0�® – – -- - - — – ----- – – LL � -- ---- -- FIRSTFLOOR 0 0 LO r ih ih i*) 11 1 J ih a Cl) FOUNDATION – - -- – – – – – – – ---- FOUNDATION LIVING AREA SECTION GYM SECTION 1 _ 1/411 = 1'-011 34'-1" 26'-3" a I No. Description Date 1 WINDOW U-FACTOR 0913 T- 10" \\ loo — i 3/4"VERTICAL SIDING TO MATCH EXISTING \\ EXISTING CEILING 1/2"SHEATHING STRUCTURE\ 2X6 @16"O C. X19 OPEN CELL SPRAY FOAM R=20 — --- — \\� \ 1/2"DRYWALL — -- — w LIVING AREA ' EXISTING ' O POST ;o 18 Z\ SHELVES in 3'-7 3/4" � -- U-FACTOR 0.27 SHOWER - w \ \ FIREPLACE O 1 M - _ FIRST FLOOR 01 - 011 \ \ TUB \ LEMLER ADDITION \ ° SECTIONS FOUNDATION N -8' - 0" Project number Project Number Date Issue Date -gD AfZCDrawn by Author �� y � \� J�5 cNoetiF�e%41 Checked by Checker o LONGITUDINAL SECTIONif w ° * AM �o 1 04 C11.1 _ N Scale 1/4" _. P, j.. TILE WALL 7'- 10" r . 77 y` :r architecture + design- BOFFI PIPE FLOOR MOUNTED - o C� SPOUT WITH a SHOWER MIXER uJ BRUSHED STEEL \3'- 11" RFFP03 �\ TUB + SHOWER bo BOFFI 7105� �, 3'-11" 2'-1, Of L PIPE i FLOOR-MOUNTED 10 1'-4" 6'-2" BASIN MIXER 1'-4" 1'-0" 3'-2" 1'-0" 1'-0" 0'- 10" 10 BRUSHED STEEL —� REFP06E RIFP04 0 0 -5' oe $ 6-'4 FIRST FLOOR 2" 0 - P - 2" N N - i O — IN FLOOR FORMED 2 CONCRETE TUB 7105 TILEDTUB f j 1/2" = 1'-0" SHOWER SECTION 1-1 1 1/2111 = 1'-0" ROOF 9' - 611 No. Description Date BO F F I - ------- - --_ SHOWER 4'- 10" 01 4'-0" 0'- 1 10 FIRST FL_O.OR 0' - 0" i N \� TUB N \ / 2�SHOWER SECTION 2-2 n INTERIOR SLIDING DOORS 11-011 LEIVILER ADDITION DETAILS Project number _Project Number Date Issue Date cLV-D ARC Drawn by Author Checked by Checker a 4 o 0 0 5 O N � N� Scale As indicated N architecture + design 2 _ _ _ _ _ ROOF A106 9' - 6" WOODEN 'os �\ PIVOT HINGE SHELVES / '000 — — — DOOR �% \ 1" WOOD y DROP CEILING CP SHELVES 1 1/2" PAINTED M WOOD Oo 40 i BUILT-IN DESK 0'-8 WOOD ,{� - 5'- 1/8" C)- 10 6'-53/4" C1) No. Description Date DE DESK NOOK SK NOOK SECTION — 2 1/2" = 1'-0" LEMLER ADDITION DETAILS Project number _ Project Number Date Issue Date c`�� Do�RC'yi� Drawn by Author S�J� Checked by Checker CL W m o Al co Scale o 1/2" = 1'-0" ti N architecture design_ NEW LOCATION LEGEND EX EXISTING EXTERIOR LIGHT O WAC LOTUS 4" 19 RECESSED DOWNLIGHTS PENDANT 1 I FAN 1 I O EXTERIOR FLOOR MOUNTED DECK LIGHTS 5 t t OUTLET I O.C. EXTERIOR OUTLET 2 EXT. I # PENDANT ti FLOOR MOUNTED OUTLET 4 SWITCH 4 -0 ` INV I I I I - DIMMABLE LIGHT SWITCH 3 D TV CABLE 1 — EXTERIOR SCONCE 1 --- - _ I � Q ----- , D EXT. I Dr» CEILING +84 I D - - - i - - EXT. I 4'-4"I No. Description Date I FAN Elf THERMOSTAT LOCATION TBD � I — — NEW DECK LIGHT I �I X - f CONNECT TO SAME k CIRCUIT AS -- _--- EXISTING EXTERIOR EXISTING LIVING ROOM LIGHTS >; j EXISTING WOOD FLOOR I r, r� LEMLER ADDITION ELECTRICAL Project number _ Project Number Date Issue Date ELECTRICAL PLAN Drawn by Author 1/4' = 1'-0" RSD o RGy� Checked by Checker a 'C:)G', El M C14 yo Scale 1/4" = 1'-0" N "^S: ';�A - - .,'#tea• - --- ;.'�'._:...:�5. architecture + design — — FLOOR DIFFUSER 13 IL I ' 13 ' FLOOR DIFFUSER AHU111111�1.....:: : CRAWL SPACE.,' : R, - FLOOR DIFFUSER FLOOR DIFFUSER. - 13 No. Description Date .. , IX i EXISTING BUILDING NO WORK 1>4 T LEMLER ADDITION MECHANICAL / HVAC n MECHANICAL PLAN 1/4" - 1'-0" Project number Project Number Date Issue Date SD Ap Drawn by Author CHOEyFN��j�C' checked by Checker a- 40 co 100 N Scale 1/4" = 1'-0" ---- rn z� �;�" �- Structural Notes: General: 2'-0" - 90° Hook - typ. 2'-0" 90° Hook typ. _ architecture + desi n - - 1. All work shall comply with The 2020 Residential Code of New York State and all other ��! applicable Local Codes and Regulations of Agencies having jurisdiction. I ` o � 2. Work these drawings with the Specifications, the Architectural, Mechanical, Electrical, Plumbing, Site Drawings, and all other related documents. Contractor shall coordinate all -�- '�- - dimensions with Architectural drawings and shall verify all data on existing conditions prior to > 1-- W Ll commencement of work. 3. Specific notes and details shall take precedence over General Notes and typical details. The Contractor shall refer to the Specifications for information not covered by these General 2'-0" - Notes & Specifications. 90° Hook (!� t/5 �- 4. The Contractor shall provide temporary erection bracing and/or shoring for ell structural Cont. Water Stop - typ. / work as required for structural stability during all phases of construction. I / Key :J-bar, s,.•r_d and 5. Contractor shall make special provisions and provide protection as required for cold or hot Provide key spaced in mate!, weather concrete and masonry work, in conformance with the appropriate technical (t/10 deep, wall rein t. 1" Deep control joint. min dee associations. 2" Clear (typ) (2) - #5 (odo'I) to, i^,1112" 1/ Loads: 1. Floor load, snow load, and wind load have been analyzed in accordance with the ASCE-7-10. 0" _ Dowels some size and (1) - #5 (odd'I) f(-ir-Wc12" spacing of horiz. wall Foundations: 011 bars. _ 1. All footings shall bear on minimum 3000 pounds per square foot virgin sand or approved compacted fill. Contractor to verify soil bearing capacity prior to construction of footings. No footings are to be cast on uncontrolled fill, soil, organic material, frozen ground, mud, soft clays or other objectionable or unapproved materials. 2. Sub--base for slabs on grade to be 6" of compacted sand. Sand shall be placed on virgin grade or approved compacted fill. 3. Bose of footings exposed to weather or in unheated space shall be pieced a minimum of 4'-0" below grade. 4. Contractor shall take all necessary de-watering precautions to properly cast new footings in Corner Construction Joint Intersection C.rlC7 areas with high water table. 5. Rein forcindowels between footing and foundation wall shall be tied in place prior to placing concrete dowels shall not be "wet set"), Cast in Place Concrete: 1. All work shall comply with the requirements of the ACI Building Code, ACI 318, latest edition, and The Building Code of New York State. Plan Details - Typical Concrete -Wall 2. All concrete for cast in place work shall be stone concrete with a minimum 28 day Scale: N.T.S. compressive strength of 4,000 psi. 3. No admixtures shall be allowed without prior review and acceptance by the Architect or Engineer. 4. All requirements for batching, mixing, finishing, curing etc. shall be as per ACI 301. ? 5, Allreinforcing steel shall conform to ASTM A615 Grade 60, except that reinforcing steel , welded directly to structural steel shall be ASTM A706. i 6. All welded wire fabric shall conform to ASTM A-185. ) 7. All reinforcement slholl be securely tied in place and adequately supported. All bars marked "continuous" (cont.) shall be lapped 40 bar diameters unless otherwise noted. Wood Framing: 4" Slab on Grade 1" Deep Saw Cut Extend wire 1. All lumber work and materials shall conform to the latest edition of the following with 6x6 - fill with mesh min. 12" Specifications and the Building Code of New York State: W4.Ox4.0 rJV.'F 1" poured joint past joint below top filler. Wire mesh a. American Institute of Timber Construction (AITC), does of cross b. National Forest Products Assoc. "Design Specifications for Stress Grade Lumber", joint c. U.S. Dept. of Commerce Standard CS 253. d. American Plywood Association. -"-"-" "- _ " 2. Lumber for all inte•ior structural framing, including roof framing, joists, posts, studs, sills, - cap plates, wood bearirg plates, and blocking, shall be surface dry and used at maximum 19% moisture content with the following minimum base design values: Base Design Values for Visually Graded Dimension Lumber: Bending: Flo - 850 psi Vapor Vc_.or Vapor Key Horizontal Shear: Fv = 95psi barrier ba,ricr barrier Comp. Perpendicular to Grain: Fc = 625 psi Slob shall bear on Comp. Parallel to Grain: Fc = 1,300 psi virgin sand, or Note:Control joint is to be Virgin sand or Modulus of Elasticity: E = 1,600,000 psi backfill compacted as cut compacted described in while concrete is still in backfill All values shall be adjusted with appropriate adjustment factors as per the per NDS Structural Notes asd its Supplement. Any lumber species may be used, subject to review and acceptance by the per ACI pplastic state, maximum Enginee,, if they meet the above minimum requirements. recommendations. em8 hho�urs after Should Cedar be, used for exterior framing, western species should be used. T up i c a l Slab plac l�V tf I t ro I Joint Construction Join t 3. TJI Series: TJI joist sections shall be of the size and type specified on the plans, as manufactured by Truss Joist McMillon Ltd., or equal. Flange members, wed members and adhesives shall conform to the provisions of CABO Report No. NER-200. Coordinate bridging and stiffener requirements with TJI manufacturer. 4. Plywood: Subfloor shall consist of 3/4" Exposure 1 Grade plywood, glued and screwed to joists, No. Description Date Exterior with 8d wall sheathing shall consist of 3/4" Exposure 1 Grade plywood fastened to wall studs nails at 6" o.c. max. 5. Laminated Veneer Lumber: Laminated Veneer Lumber (LVL) sections shall be "MICROLAM (' or "PARALLAM V as manufactured by Truss Joist MacMillan, Ltd. or equal, with the following minimum Details - Typical Slab-on-Grade 51 properties: Flo = 2865 psi, Fe = 750 psi, Fv = 285 psi, E = 2,000,000 psi. Multiple sections shall be fastened together with a minimum of two rows of 16d nails at Scala: N.T.S. 0�� _ 12" o.c., and as recommended by the manufacturer. \�\10� 6. All bearing stud walls shall have crosskats at mid-height or 4'-6" o.c. minimum. 7. Use double members at all jambs and heads of all openings. Use double joists (min.) below all non-bearing stud walls parallel to spans and provide solid blocking between Joists below all non-bearing stud walls perpendicular to joist spans. Use double sills and cop plates for all beoring walls. Structural Steel: 1. All structural steel shall conform to the requirements of the AISC "Specifications for Structural Steel for Buildings" - Latest Edition and all current supplements. For other Code and Specification requirements, see the Contract Specifications. 2. All weldwork shall conform to the American Welding Society Code AWS D1.1. All welding work shelling be done by AWS certified welders. Field welding shall be done by the manual V-6" Min. to shielded metal arc welding method. 3. All steel shapes, plates, bars, rods, and anchor bolts, shall conform to ASTM A36, or A992 for all C-channels & W-shapes. Additional bars to match j size and spacing of 49 --- 4. All steel pipes shall conform to ASTM A53; steel tubes shall conform to ASTM A500, Grade reinf. - typ. - i B. __- 5. All bolts shall be 3/4" diameter ASTM A325 bolts in bearing type connections, unless otherwise noted specifically on the drawings. Provide a minimum of two bolts per connection. LOAD SCHEDULE (PSF) -J 1 6. All welding electrodes shall be E70XX, low hydrogen. 1 Floor Loads Roof Loads See typical 7. Where a weld is required, and no weld is shown on the drawings, provide a 1/4" fillet weld wall ftg. all rein f. around, unless o larger weld size is required as a minimum weld size by AISC. Dead Load 30 20 8. All groove welds shall be AWS pre-qualified complete joint penetration groove welds, unless noted otherwise on the drawings. Live Load 40 20 0 1 Max. Slope 9. The contractor shall submit shop drawings of the steel to the Architect or Engineer for his 2 - review, prior to fabrication. A minimum of four (4) prints shall be submitted. Snow Load Ground Snow Load = 20 psf + drift 10. All steel shall be :leaned as per SSPC SP2 Hand Tool Cleaning, or SSPC SP3 Power Tool 3" Cle Cleaning and be painted with a zinc-rich primer (red or brown one coat shop paint). A Enclosure Classification: Enclosed* 1' M n. - typ, finish coot shall be applied - coordinated with the Architect and Engineer, and shall be weather resistant as required for long periods of exposure during construction or permanent exposure Wind Load Exposure (Category ll): C to weather, All cmnections shall be pointed after installation. L E M L E R ADDITION Backfill: Wind Speed: 130 mph 1. All fill shall be placed in eight to twelve inch loose lifts (maximum) compacted with vibratory Seismic Site Designation: Class "E" NOTES rollers. Fill mater;al shall be tested by modified proctor density method (ASTM D1557-78) Site Coefficients: Fa = 2.5 and F„ = 3.5 must qualify as select, with less than 10% possina through the No. 200 sieve. Soil SDs = 0.2299 shall be Sol = 0.123g placed with moisture content and energy to provide 92% of maximum dry density. In place density tests shall be taken for each 500 s.f, in each lift. For acceptance of soil, I _ average of * Impact resistant glass not required. In the event of glass breakage, building D e t a I( - Ty I c a I Ster� e d F o o t I n G 1 52 density tests must exceed the specified compaction. No tests shall be permitted to remains within the enclosed guidelines. p -__-__N _.--..-.------ _..__-__...._ Project number Project Number fall below 87% compaction. Scale: N.T.S. (� \`�-�-' Date Issue Date Ctile,Qlipo Drawn by Author N J S F�BF9c�t,A Checked by Checker a_ LO S100 o Scale ti (V 0) NOTE : 71 ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD, THE architecture + design CODE OF NEW YORK STATE, 2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. I Foundation Plan Scale: 1/4"= T-0" NOTES: 1. Coordinate all dimensions with Architectural Drawings, field conditions,and grade elevations. Coordinate all work with Electrical, Mechanical, and Plumbing Drawings for floor and wall penetration requirements. 2. Refer to S100 for Structural Notes and Specifications. 3. Structural footings shall be placed on level,virgin sand,soil,or fill as accepted by the Engineer. 4. Base of footings to extend a minimum of 48"below finished grad e. 17'-95/8" I 3'-7" 2'- 1" 2'-1" 5. Typical slab on grade where required to be 4"concrete(on 6"clean sand)with W4.0 x4.0 WWF placed 1"below top of slab. 101 S104 6. All foundation wall dowels shall be tied in place prior to placing concrete. Dowels shall not be"wet set." - 7. Foundation walls shall be backfilled to a maximum height of 4'-0"prior to installation I i of First Floor framing. 8. Height of all concrete wall forms shall be the responsibility of the contractor based CONCRETE MASS on details&Architectural wall height requirements. OR CMU I I SUPPORT FOR TUB I• I I _I zo g. Denotes Architectural plan above-refer to Architectural Drawings for layout. I 7'-8" J 8'-5 5/8" I -00 Of — OFCy I �� 2'-4" �' ` 44 POSTS � �` WITH 10" 0 x 4' - 0" TALL CONCETE CONCRETE MASS 1 1 ; I SONOTUBE FOOTING - TYP. SUPPORT FOR Anchor/Strap Schedule FIREPLACE Plan Simpson Connection Description Deslg. Connector .I , 1O LSTA30 Rafter to rafter over ridge block(low \ �/ roofs) 10"CONCRETE i,' i,• I `,\ Rafter or roof joist over double top plate at FOUNDATION I 103 , OO H5 roof eave to stud or beam below(all WALL ABOVES 104 -y J rafters/joists) 16- 10" 0'- 10" DSP All window and doorposts to foundation wall p _ co I ; 2 ° 1 I 1 ® LSTA18 All exterior headers to posts. If header>_8'-0" O ` provide one each side of post,each end of beam. I o No. Description Date I.' �5 MSTA30 2nd FI. stud to 1 st Fl. stud @ 32"o.c. I I I i 6 (On skew Rafter to false valley,true valley, &hip " I &slope) CONTINUOUS I I I` -•I 0 SSP 1st Floor stud/rim board to foundation wall 2'-0"WIDE I _ I', I t OY ` , ` 1 STAIR FOOTINGS: 12" THICK CONCRETE FOOTINGS :,I I `, `, `, `, `� - @ 32"o.c. l'-0"THICK 0" TALL I �`�` ` ` ` t CONCRETE FOOTING WITH (4) 10" O x 3'I I CONCETE SONOTUBE FOOTINGS 102 I� I I I . •I �� `,1 � - - - S104 • j t IJ O`� — *Note: Provide 5/8"0 x 1'4"anchor bolts between sill plates&foundation l wall at 36"max. -use Simpson BP 5/8-3 bearing plate @ each. I ' Nailing Schedule X00_ Glass Mat T ical 8d @ 6"o c @ Panel edge Stagger nails @ edge yp 8d @ 12"o.c @ Panel interior Sheathing of adjacent panels X >< = Within T-0" 8d @ 6"o.c.@ Panel edge 9'-2 of corners 8d @ 6"o c @ Panel interior I — -___lam• 3/4"Plywood Typical @ 6"o c @ Panel edge Stagger nails @ edge 8d @ 6"o c.@ Panel interior Roof Sheathing of adjacent panels L E M L E R ADDITION XW FOUNDATION FRAMING EXISTING HOUSE EXISTING DECK Project number Project Number I ��D AiZcy yt �55cr+o NFm /� Date Issue Date Drawn by Author Checked by Checker a- LO 1 FOUNDATION -- NS101 1/4" = 1'-0" N O Scale 1/411 = 1'-0" N -- - - -- -------- NOTE. F � y ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE , CODE OF THE TOWN Of: SOUTHOLD, THE j CODE OF NEW YORK STATE, 2020 ICC ANDrc h i to ct u re + d e s i g n ALL OTHER LAWS GOVERNING BUILDING I CONSTRUCTION AND SAFETY. First Floor Framing Plan Scale: 1/4"= 1'-0" NOTES: 1. Coordinate all dimensions with Architectural Drawings, and coordinate all work with Electrical, Mechanical,and Plumbing Drawings for floor and wall penetration requirements. 2. Refer to S100 for Structural Notes and Specifications. 3. Indicates post below ® Typical wood post shall be(3)-2x4/2x6 U.N.O. ❑ Indicates post above. ® Indicates post above&below. 4. Denotes 1 st Floor wall above. Refer to Architectural Drawings for layout. Denotes Basement walls below. Refer to Architectural Drawings for layout. 5. All steel beam to column connections shall be stacked, not framed. 5 1/2"X 14"APB 8'-10 3/8" 11 6. All wood framing permanently exposed to weather shall be pressure treated(P.T.) —-- ——— ------ —--- — 7. Provide 3 1/2"x 14"APB under all parallel partitions(non-bearing)above. 8. Typical joist framing shall be 14"TJ1360 @ 16"o.c. U.N.O. g. Provide full depth LSL blocking for all joists @ 8'-0"o.c. max.-see Detail 213/S2.3. 14"TJI 360 @16"O.C. 10. Provide web stiffeners on all TJI joists @ support locations. 11. Use joist hangers by Simpson or approved equal @ all flush framed connections. TUB 101 12 O Denotes anchor/strap/connection by Simpson or approved equal. Refer to S104 anchor/strap schedule for more information. P.T. 2x10 LEDGER @ HOUSE - TYP. 13. Provide a minimum clearance of 2"between wood framing and all chimney/fireplaces. / 14. Refer to details 203/S2.2 and 204/S2.2 for typical penetration details through steel beams. 15. Typical slab on grade where required to be 4"or 5' concrete(on 6"clean sand)with10" W4.0 x 4.0 WWF placed 1"below top of slab. 14"APB FO CONCRETE FOUNDATION WALL BELOW i S105 ' Q FP - -202— - P.T. (2) 2x10 DECK 5 1/2"x 14"APB s105 EDGE BEAMS Ell P.T. 2x8 DECK JOISTS N @16" O.C. Anchor/Strap Schedule M iN P.T. 4x4 DECK POSTS Plan Desig. Simpson Connector Connection Description /o BELOW - TYP. ,i` No. Description Date SEE FOUNDATION FRAMING Q1 LSTA30 Rafter to rafter over ridge block(low roofs) 10"CONCRETE 103 2� H5 roof eave to stud or beam below(all FOUNDATION WALL BELOW 0._ 1011 S104 Rafter ai ,oofloist over duut!;'; s !1:!!!:111 DSP All window and door posts to foundation wall ® LSTA18 All exterior headers to posts. If header>_8'-0" _T_ provide one each side of post, each end of beam. P.T. 2x14 STAIR 102 STRINGERS - TYP. 0 MSTA30 2nd Floor stud to 1st Floor stud @ 32"O.C. S104 RIP TO FIT © U210 (On skew&slope) Rafter to false valley,true valley, &hip ---- ----- —- �� 1st Floor stud/rim board to foundation wall EXISTING STEPS SSP @ 32"o.c. ` ® LSTA 18 Top and bottom of all roof ridge posts and _ 201 supporting 2nd Floor ceiling beams S105 i EXISTING DECK "Note: Provide 5/8"0 x 1'-4"anchor bolts between sill plates&foundation — wall at 36"max. -use Simpson BP 5/8-3 bearing plate @ each. Nailing Schedule i LEMLER ADDITION Glass Mat Typical 8d @ 6"o.c.@ Panel edge Stagger nails @ edge Sheathing 8d @ 12"o.c. @ Panel interior of adjacent panels FIRST FLOOR I Within 3'-0" 8d @ 6"o.c.@ Panel edge of corners 8d @ 6"o.c.@ Panel interior EXISTING LIVING ROOM FRAMING 3/4"Plywood 8d @ 6"o.c.@ Panel edge Stagger nails @ edge EXISTING WOOD FLOOR Project number Project Number Roof Sheathing Typical 8d @ 6"o.c. @ Panel interior of adjacent panels -- asD AiZC �t�'SgCHOF�F h'/J Date Issue Date �zJ� c�n� Drawn by Author FIRST FLOOR FRAMING jrw +ky3 * Checked by Checker 2 1/4" = 1'-0" r - r 0 M NLO S102r N O Scale 1/4" N 0) NOTE: ALL CONSTRUCTION TO CONFORM WITH w =x � ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD, THE CODE OF NEW YORK STATE, 2020 ICC AND architecture + d e S I g n ALL OTHER LAWS GOVERNING BUILDING i CONSTRUCTION AND SAFETY. High Roof Framing an Scale:1/4"= T-0" NOTES: 1. Coordinate all dimensions with Architectural Drawings,and coordinate all work with Electrical, Mechanical,and Plumbing Drawings for floor and wall penetration requirements. 5 1/2" x 5 1/2" POST BELOW 2. Refer to S100 for Structural Notes and Specifications. DOUBLE 2 X 12 WITH CLQ POST CAP 3. Provide blocking for all roof rafters @ 10'-0"o.c. max. ROOF RAFTER 4. ® Indicates post below. Typical wood post shall be(3)-2x4/2x6 U.N.O. TYP. SKYLIGHT 5 1/2" X 14" APB OPENING 301 5. Frame all chimney openings,skylights,and other roof openings with 3 1/2"wide APB S105 of typical framing depth in that area, U.N.O. 7 00 18'-0 1/2' - (3) 2 X 6 POST 6. Refer to Architectural Drawings for roof&ceiling elevations. BELOW 3 ' 7. Typical roof framing shall be 2 X 12 @ 16"o.c. U.N.O. 8. All wood posts shall be blocked continuous to 1st Floor structure unless supported by a header or beam above the 1 st Floor. Provide lateral bracing for all steel posts in — 5 1/2" X 14" A! 13 each direction Gay ceiling level below. 9. Denotes plan on Low Roof/1st Floor below-refer to Architectural Drawings for layout. 10. Q Denotes Anthony Power Beam as manufactured by Georgia Pacific. 3 1/2" X 5 1/2" PSL 2 X 12 ROOF _ POST BELOW 11. "APB" Denotes anchor/strap connector by Simpson or approved equal. Refer to RAFTERS @ 16" O.C. anchor/strap schedule for more information. — 12. Typical interior and exterior headers shall be 5 1/2"x 9 1/2"APB U.N.O. - Anchor/Strap Schedule 304 5 1/2" X 14"APB - S105 Plan Desig. Simpson Connector Connection Description - O M 10 LSTA30 Rafter to rafter over ridge block(low roofs) N -- 302 ORafter or roof joist over double top plate at roof eave to stud or CHIMNEY 2 H5 beam below(all rafters/joists) _ S105 t� DSP All window and door posts to foundation wall No. Diescription Date ® LSTA18 All exterior headers to posts. If header >_8'-0"provide one each side co 2 X 12 ROOF --of post, each end of beam. — — RAFTERS @ 16" O.C. 7 5/8"/1'-0" MSTA30 2nd Floor stud to 1 st Floor stud @ 32"o.c. © U210Rafter to false valley, true valley, &hip S 05 3 1/2" X 5 1/2" PSL (On skew&slope) 305 POST BELOW – - 07 SSP 1st Floor stud/rim board to foundation wall @ 32"O.C. 5 1/2" X 14" APB -- 5 1/2" X 14" APB 18'-0 3/8" 7" CURB 13- 7" CURB - FLAT ROOF SLIGHT 0 � - i � SLOPE FOR LOW ROOF BELOW IDRAINAGE FLOOR DECK SEE LOW ROOF FRAMING FLOOR DECK - - DRAIN DRAIN - -- HSS 5" x 5" x 3/8" jl POST BELOW 2 X 10 @ 16" O.C. *Note: Provide 5/8"H x 1'-4"anchor bolts between sill plates&foundation wall at 36"max. -use Simpson BP 5/8-3 bearing plate @ each. • Nailing Schedule 8d @ 6"o.c. @ Panel edge Stagger nails @ edge EXISTING POST Glass Mat Typical Sheathing 8d @ 12"o.c. @ Panel interior of adjacent panels BELOW Within T-0" 8d @ 6"o.c. @ Panel edge of corners 8d @ 6"o.c. @Panel interior L E M L E IR ADDITION 3/4" Plywood 8d @ 6"o.c. @ Panel edge Stagger nails @ edge Roof Sheathing Typical 8d @ 6"o.c. @ Panel interior of adjacent panels EXISTING POST BELOW ROOF FRAMING EXSTG POST BELOW Project number Project Number - - Date Issue Date Drawn by Author n ROOF FRAMING LOW ROOF FRAMING Checked b n ,� _ �, - -----— ----------- -- -- —- RED Arc v Checker a 1/4" = 1'-0" - 1/4 - 1 -0 5��SSCHOENFtih'i� N S103 M O °' - �0 Scale 1/4" = 1'-0" N +c- r_y; - '#r-•,; Fes- t - - " , Loa } , NOTE : y s ^ ALL CONSTRUCTION TO CONFORM WITH architecture design 2x6 © 16" o.c. with 3/4" ALL APPLICABLE PROVISIONS OF THE �' Coordinate finish Exposure 1 Grade plywood CODE OF THE TOWN OF SOUTHOLD, THE requirements with Architect sheathing on exterior face P.T. 3x ledger with Simpson / CODE OF NEW YORK STATE 2020 ICC AND Coordinate finish SOWS 2240G�D6 screws 1/4" LSL rimboard + LVL Coordinate finish requirements requirements with Architect ®12" ox staggered r with Architect Simpson galvanized ALL OTHER LAWS GOVERNING BUILDING LUS.6 hangers 2x6 sure I Gr with 3 4" CONSTRUCTION AND SAFETY. 2x6 ® 16" o.c. w:th 3/4" 2x Decking, refer to Exposure t Grade plywood Exposure 1 Grade plywood Architectural Drawings sheathing on exterior face - 2 3/4" Exposure 1 Grade sheathing on exterior face Web stiffener each side for additional information— Web stiffener each side pflywood sub-Floor P.T. 2x deck joists - see 3/4" Exposure 1 3/4" Exposure 1 Grade L Web stiffener each side Grade plywood plan for size and spacing plywood sub-floor ------------- sub-floor Z z:::............... 1/4" LSL rimboard + d '/4" LSL rimboard + LVL / blocking LVL G _J _ �1 1/4" LSL Simpson SSP strap - see ��• Simpson SSP strap - rimboard + schedule for spacing ., ,.�." see schedule for spacing --- c ) c Itl) blocking LVL / b,mpson DTT1Z tension tie 4'-0" Grade elevation __- Grade elevation per xelevat on (4) locations per de,.:/. varies •, varies TJI joist see la Grade elevation -Block solid between joist b 1, - Pin TA joist - see plop for size and spacing varies for size and spacing ® 32" o.c. - (2) joist bays p 9 p g TJ joist - see plan for size V__r Dbl. 2x6 P.T. sill plate IDbl. 2x6 P.T, sill plate with and spacing with I 5/8" 0 x l'-4' anchor •` 2..t_,_ 5/8" 0 x V-4" 2"Cleor bolts ® each end each Dbl, 2x6 P.T, sill plate with anchor bolts ® each Simpson SSP strap - -- opening and 3'-6" o.c. max. 10" Concrete 2"Clear 5/8" 0 x t'-4' anchor bolts 10" Concrete end each opening and see schedule for spacing Use Simpson BP 5/8-3 foundation wai! each end each opening and foundation wall 3'-6" o.c. max. Use 3'-6" obearing plate .c. max. Use Simpson _ Simpson BP 5/8-3 _ ._ — BP 5/8-3 bearing plate -� bearing plate #5 Bar CSD 16" ox. each way #5 Bar ®16" o.c. each way —Finish per Architect #5 Bar F�16" o.c. eacri way �tFinish per Architect —Finish per Architect P P Compressible filler Compressible filler 10" Concrete foundation wall -------------------------- Compressible filler 4" Slab-on-grade 5 Dowels ®16" o.c. - 4" Slob-on-grade on #5 Cowels r '6" o.a / 4" Slab-on-grade #5 Dowels '-0"into on 6' clean sand # 6" clean sand t, - extend 4'-0" into extend 4'-0" into stem - aatend 4'-0" into - � -- — on 6' clean Bond stem (alternate hooks) (alternate hooks) stem (alternote hooks) 2.4 Key 2x4 Key 2x4 Key Vapor barrier Vapor barrier __... Vapor barrier Base min. 4'-0" '-0,. Base min. 4'-0" Y 2'-0" below finished grade � below finished grade Base min. 4'-G" be low----- � �f�f finished grade (4) - #5 Continuous �#5 ® 12" o c. (4) - #5 Continuous \_#5 0 12" ox, (4) - #5 Continuous #5 ® 12" o.c. t Section 101 Section 102 Section _ 103 Scale: 3/4" = V-0" S104 Scale: 3/4" = 1'-0" 5104 stale: 3/4" _ l'--0" S104 No. Description Date 2x Decking, refer to Architectural 4x Deck post, see Drawings for additional informet'en plan for size and location 3x Timber stringers - see plan for size and tocation Galvanized Simpson ABU44Z post b Simpson TA angles Exterior grad @ each tread � X_X — - — 3x sill plate with a,x Guardrail past - (3 - 1/2"0 x 8' J-bolt Guardrail see plan for size and ( Exterior grade / ` top belo) to concrete varies post beyond 5/8" 0 x 8" Long threaded rods set with Hilt Hli-HY2 OR epoxy (4 embedmen �(4) - #3 Bars vertical /r-2x Decking, refer to Cable guardrail by 2 - Rows of Simpson Coble g�;ordrofl by Archite + ( ) P Arch + (2) - Rows of Simpson Architectural Drawings o SDWS 22400DB screws n b for additional g DWS 22400DB screws A © 16" o.c. ® 16" o.c. 12" Concrete footing with (+ � information #5 each way, top & botto (2) - Rows of Simpson P,T. 2x deck joists - © 8" o. . SDWS 2240ODB screws J/�see plan for size and + 2x Decking, refer to + 2x Decking, refer to (c9 16" °. / spacing Architectural Drawings Arr h.it,t oral Dnformation 4 - 3 Bars vertical / ( ) # for additional information / Q+ l -- 10" 0 Sonotube footing Prowae 2x Blo,kG 3x Timber stringers - see ---tr^---V— as requ:rt:d, rete, tc pion for size and lac Arch tectural Druw ngs 11, Q+ P.T. 2x deck joists - for i,r.J t:onol infofn.,ation- 0 P.T. 2x decking joists - #3 Ties C3 8" o.c. (4) - #3 Dowels with .., see standard hook ® tap a' o* spacing for size and o spacing for size and footing - extend 2'-6" Simpson TA angles into Sonotube C each treadii 10" 0 Sonotube footing I • \ — eson galvanized ! aded 3 Ties CD 8" o.c. rod _US26 hanger 1/2" 0 Thre , # \`— Provide 2x Blocking centered on-4s- as required, refer to guorurud post 77 10" 0 Sonotube footing Architectural Drawings ----Double 2x deck for additional inform °eorn - see plan ;\ Simpson tie #3 Ties @ 8" o.c, for size and Simpson galvanized C8 each 4xx post location LUS26 hanger 4x4 Edge post (4) - #3 Bars vertical stringer hanger LSCon adjustable beyond ^' LUS26 hson anger Double 2x deck beam - Double 2x deck beam - see plan for size and see plan for size and loco ion loco on Section "A" L E M L E R ADDITION �— �;- a.` FOUNDATION Section — T ical Footing104 Section — Footing@Stair 105 Section — To of Stair 106 Section — Edge @Deck / 107 fiction — Post @Edge Of Deck 108 - - -- Scab 1" 1,-0" Scale: 1" 1'-0" Scale: 1" 1'-0" 51 C4 Scale: t' t'-0" 104DETAILS Scale: t" = t'-o" S104 = 5104 = _ � S104 Project number Project Number Date Issue Date Drawn by Author �1?,SD A&C_ C� �SscHo&�Fa iT Checked by Checker n Lu co S104 T `J �o 0 Scale N N / CA t r ..i� ' `?, architecture + design 3(4'Exposure) Grade p ywood sheathing /7 Rooting per Ar kdect Roof finish per Arch4eat Arch' Roof fmi;h per ArcMlee+--------- Finish per Architect Floor_t per 3/4"Exposure 7 Grade Architect Sae peon for \� plywood sub-floor ratter size Oad spat ng 3/4"Exposure 1 Dnubla top Prorrdc triple barge Grade p ywood plate i� (o rafter®edge(on 3/4"Exposure 1 ' 4"F. sub-floor slope) slope) Grade plywood Grude F;ri;n��d —Srrcipson LSTA24 sheathing sheothir.q ------- ___.-_.-_--. strop o 32"oc. Blocking Blocking \ 2x6 Stud cut to fit® between raft 16"o.c with 3/4' cut to flt between rafters---- � j J cut to fit Exposure 1 Grade plywood a exterior f ce 2.10 Ceiling joists- /C j see Plan for simopson H2A.5 2.10 Ledger with spa stn p®ea _ (3)-10d-1.® rafter I •� each stud&®6" -- a- to 3.blocking See palnn for Joist /c \\ Coordinate ceilin wsh requirements size d sponng Floor joist-nee + pion for spacing& Web stiffener each side (�. ith Architect size Reter to plan for rafter —Refer to plan for rafter Web stiffener each side size&spacing& sire&spacing& Full depth LSL Full depth LSL blocking 7coordinate slope with / coordirwte slope with finish per Architect blocking®10'-0" (2)-boys each way Wood beam- Continuous Architectuwi drawings Continuous J/ Architectural drawings o.c.max tl 48"o.c. $ee plan for size double double torp-}+INe---•---- .� —Simpson H2A Finish per Archit k strop®each f rafter Glazing per Architect 2,6 Studs®16" 1, -- Exposure 1/Grode VVVVV Peter d face ih.ati,�,g oa v Section – TJI Joist Blocking ?O1 Section – Typical Flush Framed Wood Beam 202 Section – Rake Wall Q Roof (�31 QiSection – T ical Roof Eove 302 Section – Tunica! Roof Eavescats: r=1'-0" 5105 Scale:N.T.S. 5105 scale: r= 7•-0" 0 5 Scale t" = V-0, ®Header S105 Srme 1"=l'-0" mD wall Beveled nailer as equred required Roof finish and Root finish ono rriidge tccop Per ---------------30�.etch TA "dqe cap per Simpson LSTA Tr t J Arclntect 30 O each j rafter Bottom platerafter Floor finish per Architect \ i ill Exposure t 3/4"Exposure 1 (2 -Rows of fP l'' -� Gheuthrnl yod 3(4"Exposure 1 Grade Rows of Grade plywood 1)4"0 x 3 1/2" q CS strop 3/4"Plywood P ywaa Typical al seer Plan 1 J4"0 x 3 1/2" i sheathing pas eachww® d sub-floor 11oo�t SDS.ac,aws C", ®32" sub-floor for size r"" --- \ way O.C. (36"long) Floor framing beyond(not 1 shown for clarity) / \ Double top plate Refer to inn , �a far headDer s�ze No. —Description Date Bottom nailer 1 as required 5mpso^ Web stiffener � � LSTA18 strap an side Joist hanger by Simpson wallHeader poa.st �,—Tzpil sus or approved equal LVL,APB,or sewn P' ° Coord'mote Finish h Refer to plan for rafter—_ \ ---------Coordinate finish& Refer tr. or :� nfier gg size&spacing& / ceiling quirements with lumber beam(see dinrta s7,pe with Architectgwrements with Architectural ecturol draw rags \ t size&sPa'..r & P / Archi act - plan for size) prchitecturnl drawings / \t Hunger by Simpson or Note: Where header Honger by Simpson or Ref,to schedule \ approved equal(notch realer than 8 header approved equal(notch p rafter®bottom as g f t information required long use strap each Ridge beam-see plan _ regwred)bo tom as See Ian for side of posts(4 Past size �' ---'-----Ridge be - see plan for size total par header). -_- Elevation, – Typical 1st Floor Header To Post Strapping 204 Section – Typical Flush Framed Wood Beam 203 Scale: 3/4":1'-0" Where Required/View From ExlsriollS1 QS Scale: N.T.S. S1 O5 Section – Typical Ridge Beam 304 Section – rid e FrarriinC Fost 305 A 1 Stole: 1"=1'-0" S1 O5 scale: 1">a 1'-0` structural W'ond Rage seem S105 NOTE: ALL CONSTRUCTION TO CONFORM WITH LEIi/ILER ADDITION ALL APPLI-ABLE PROVISIONS OF THE FLOOR AND ROOF CODE OF THE TOWN OF SOUTHOLD, THE CODE OF W-_W YORK STATE, 2020 ICC AND DETAILS ALL OTHERLAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. Project number Project Number - - - - ----- Date Issue Date Drawn by Author RED Al?C C7 CHo�yi2 Checked by Checker a � o�' tis F (r m ao * w � � 105 o Co Scale rn